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008 Processs III Plan SetA PORTION OF SECTION 21, T.21 N., R. 4 E., W.M. Vicinity Map F II REVISIONS NO. DESCRIPTION/DATE RY 3 0 O 0 0 a 0 0 ........ ..... G / WETLAND DX _ (CAT. III) — J II WETLAND DZ J (CAT. III) WETLAND DW (CAT. III) EXPANDED x I WATER QUALITY & 7 \ \ /-O 10.0' PROPOSED POWER EASEMENT 8.5 (TYP) 18.0' (TYP) \ \ SEE DETAIL THIS / \ SHEET FOR TYPICAL PARKING DIMENSIONS. 10.0' PROPOSED UTILITY EASEMENT -------------- DETENTION POND 10.0' CONCRETE SIDEWALK (TYP) WETLAND DU / / (CAT. III) 8.5' (TYP) 214,050 SF � - - \ \ 1 STORY - ± 44' HIGH \, - APPROXIMATE LOCATION OF TELEPHONE EASEMENT _..._... ..... ...: --------- ❑------- _�_ �:i L pRIVATE ROAD) _ I I 10.0EXISTING - _ WATER EASEMENT \ \ �— 30.0' EXISTING TELEPHONE EASEMENTI r �i 20.0' EXISTING I INGRESS EGRESS EASEMENT I I EX. BUS, STOP I � l �' ���IARF_ -10US "A� / \�\ 100.0' 11, 1 1,\ 5 0' STORM DRAINAGE 4 t I \ (� r - rr �' / r - r� (J� 1JJr� r' 1 �� rr / FORESTED 8.5' J = r r BUFFER \ EASEMENT (TYP) SUSIVII r AL) I \ � I EXISTING WATER , S5'' EASEMENT 30TH AVENUE S. (PUBLIC RIGHT OF WAY) OFF -SITE R/W DEDICATION \ \ �� \ \ . / ✓ 18.0 \ I I WETLAND EF ( TYP) (CAT. III) WETLAND ED I 50.0' v�vAVE , A 26.0' (CAT. III) A -1, �� \ \ I WETLAND EE j / FORESTED \� \ \\ \ / (CAT. III) I I BUFFER IVETLAND EC / 4 WETLAND DP - \ - - � � - -� _ _ _ - - _ _ (CAT. II(TYP)_ - � Q \ r'. - - - c \� - - TYP - 8.5' \ TYP 30.0' EXISTING \ \ ) STREAM EA \ 9 \ TELEPHONE EASEMENT j \ (MINOR) 8.5' 26.0' DRIVE AISLE WEYERHAEUSER WAY S. (PUBLIC RIGHT OF WAY) MINOR ARTERIAL TYPICAL 8.5'x18' PARKING SCALE: 1 "=20' h- 50.0' - FORESTED \ 30.0'_ -WET ----- BUFFER NO LEFT URN SIGN I LAND EB --- ' (CAT. III) BUS STOP TO BE RELOCATED \ --- -- v TO NORTH SIDE OF DRIVEWAY RELOCATED BUS STO--P----{ 0 ADD SHELTER ADD 100' DEEP LEFT TURN POCKET AND CHANNELIZATION FINAL DESIGN TO BE DETERMINED BY TRAFFIC ENGINEER. i WETLAND DRY / F (CAT. III) � / WETLAND DQ \ 21 r✓ —T / c ® f----- A--'7 RELOCATED BUS STOP EX. NO LEFT TURN SIGN - ADD SHELTER CROSSING TO BE RELOCATED NEW CROSSING LOCATION BY TO NORTH SIDE OF DRIVEWAY TRAFFIC ENGINEER. FRONTAGE IMPROVEMENTS PER BY TRAFFIC ENGINEER. ROAD SECTION ON SHEET SD-01 OFF -SITE R/W DEDICATION Q- • I ( b SITE 5ST 344TH WAY pST.S. 349th Y a n SCALE: 1 " = 80' 80 40 0 80 160 CONTOUR INTERVAL = 2' DATUM: N.G.V.D. 29 SHEET INDEX: CIVIL PLANS SHEET NO. DRAWING NO. DESCRIPTION 1 ST-01 SITE PLAN 2 EX-01 TOPOGRAPHIC SURVEY 3 LG-01 LEGEND 4 SD-01 PRELIMINARY DRAINAGE, GRADING AND RIGHT-OF-WAY PLAN 5 LA-01 PRELIMINARY LANDSCAPE PLAN 6 LA-02 LANDSCAPE DETAILS & NOTES 7 LA-03 FRONTAGE PLAN 8 GR-01 CLEARING & GRADING PLAN 9 GR-02 SITE & ROAD CROSS SECTIONS 10 TR-01 TREE/VEGETATION RETENTION PLAN ARCHITECTURAL PLANS SHEET NO. DESCRIPTION A1.0 DESIGN BRIEF, EXTERIOR ELEVATIONS & PERSPECTIVES A1.1 BUILDING ELEVATIONS PROJECT STATISTICS: SITE AREA: 738,493 S.F. (16.95 AC.) CRITICAL AREAS, NON-EXEMPT = 53,627 S.F. (1.23 AC.) OPEN SPACE: 0 S.F. (0 AC.) AREA OF ON -SITE PUBLIC PURPOSE LANDS = 0 S.F. NET SITE AREA = 684,866 S.F. (15.72 AC.) SITE DATA: PARCEL NO: PORTIONS OF 614260-0200 & 614260-0005 ZONING: CP-1 CONSTRUCTION: UNLIMITED USE: WAREHOUSE AND OFFICE WETLAND FILL AREA = 9,949 SF. PARKING: 252 CAR STALLS (7 ADA ACCESSIBLE), PARKING STALLS: 252 STANDARD=8.5'X18' (MIN) AISLE WIDTH: 26' (TYP) PROJECT CONTACTS: CIVIL ENGINEER OWNER / AGENT ESM CONSULTING ENGINEERS FEDERAL WAY CAMPUS, LLC LAURA BARTENHAGEN, PE, LEED AP TOM MESSMER 33400 8TH AVE S 8847 IMPERIAL HIGHWAY, SUITE H SUITE #205 DOWNEY, CA 90242 FEDERAL WAY, WA 98003 (253) 838-6113 LANDSCAPE ARCHITECT WETLAND CONSULTANTS ESM CONSULTING ENGINEERS TALASAEA ASSOCIATES LEANNE KUHLMAN BILL SHIELS / JENNIFER MARRIOTT 33400 8TH AVE S 15050 BEAR CREEK RD NE SUITE #205 WOODINVILLE, WA 98077 FEDERAL WAY, WA 98003 (425) 861-7550 (253) 838-6113 GEOTECHNICAL ENGINEER TRANSPORTATION ENGINEER GEOENGINEERS TENW STEVE HELVEY JEFF SCHRAMM 1101 FAWCETT AVE 816 6TH ST S SUITE #200 KIRKLAND, WA 98033 TACOMA, WA 98402 (425) 250-0581 ARCHITECT CRAFT ARCHITECTS PLLC CATHY CRAFT 2505 3RD AVE, SUITE #324 SEATTLE, WA 98121 (206) 720-7001 M O C) m v _j J I I M Y1 t a u) C a o a a W a o � m w ® w w av << z z� O wNm 10 a zCl) m CIO -U)3: ` z0 JQ m 0 ZC) > _ja �Itv 0 co a) E - o 3 3 so wD 0M z O CD z 1n 3 W W U (� J W 0 G W U fr g Q J W Q z w J 0 Z Il W W rr 0 J Q w w LL LL O U JOB NO. 1886-001-016-0011 DWG. NAME ST-01 DESIGNED BY: LGB DRAWN BY: JJH CHECKED BY: DATE: 09/01/9017 ST-01 1 OF 10 SHEETS N i 0 IZ a I� �� a PRESCRIPTIVE RIGHTS FOR AN EXISTING GAS LINE NOTE: FORMER EASEMENT PER RECORDING NO. / .8010100959 WAS EXTINGUISHED BY RECORDING s v NO. 1990817001304 / SDCB, RIM=370.56 CULVERT / I 19SA � IE=380.87 12" CONC CULVERT �T IE=375.42 12` CONIC SDCB, ' RIM=373.19 -�� - ............ G P- - W / ASPHALT , I SDCB, RIM=375.01 \ 1 CONCRETE ECOLOGY BLOCKS \ 4w r A PORTION OF SECTION 21 , T.21 N., R. 4 E., W.M. } ASPHALT - (�- /j / 1_ I 29TH AVENUE S. 378 CULVERT / ' CAT. �. CIE=374.34 8" CONC S �� ASp \ - (VACATED RIGHT OF WAY) APPROXIMATE LOCATION OF TELEPHONE EASEMENT .: - \ FIBER OPTIC _ ' F MANHOLE - G o w m / / / t pO j 884i 1�14p Wowv �i D - - --- --- 386 CAT. I vwi Rn'ATf R �•4� - DOIyH lAC N�GAMPVS v ri - I ----------- - _ ........ ....... .... CULVERT wwoE 37.60 6" CONC w -zz/ \ 9_ U,`w / ----------- ND D z ASPHAL-T v 6 LOROADI M i :E x�S 0 2 0oAT�HNW3w,) fN / / w H 2m a / I z� zz m 1 T ( DU 14� ai / �/ I o I z o ` \ ` //QP \ l POWER VAULT \ `� 6 / o a Of ir < 0\ I �_wo Ywzz` / > ow`° \ " ' Iti_ _� I 1 / ¢w-WATER ' - -� - �_ L- -a o __� a z o / r/I I l 3 VAULT _TRAIL -----------� __ �� -saz- / -{-- -co) \ J / I-1 �/ J o % �-- -� a L---cPOWER \\,\\2oSF�s� \'`y/ 30TH AVENUE S.-\� �- _/---------------T L---------O�'o�- - 'T e Jz�i �L- -% rR I _✓ VAULT ------------ ----- RIM=411.00 \ ti °4'S+ __, (VACATED RIGHT OF WAY) `\\ �d�- --- - - -� \ \\ _S aww- - ¢ o - - �RA1L = -'j-- - - - - - - _ _ _ _ _SDCB, g RO°O �9SF ~, �- - - - \ -� , _ 1 "� ��� \ ` ¢o� C3OTH AVENUE S®_�o� ®' ----� //, �1 i��-\ \ ��� - ----� (VACATED RIGHT OF WA �� x o / FIBER OPTIC POWER \�\\�° ���T�\ �� �\ �\ `\ �` _� \ .^� \ ` � - c �'.Qm (o -\_N 24'10'54" E-, MA HOLEVAULT ---_ 1� 396- -\ 1 �� �- �_ �� '�` -410• w 3 / / �- 8.00' SCB, z u -3g \ r 1 \ I� ¢ ® \� -- ` \ 408 -� � o / \ < ��R- N 66'59'48" W' RIM=407.61 ' z u, ^o m 4 \ \ f \ �_ 406 N F / I�IU ^' A� 26.44' / SSMH.. \� \� \ I\ �' o n °iw o I ¢ ® Z, `- 404 _x -/'� z ,n ��x 2 / y RIM=377.44 �j\�� 3 w l .0= �` 392 ,o o La �� VZ �� \� I ooQ}�n� �390�\\� /\ w owoo \ \ -402 1 I Q0M�wo_.. �- Y ¢ W d �- - 388 \ \ �r I \ o o w z a I ✓e- ®4pa / R �M Q ) r, 1�3 0 1 N o � I \ x o <D o z -�_ 8 \ '� �_� / r p o �\ l �•• .,..� Uj .c., -1--J��_�o r > _ \ _-� xoNmoz 3 /� / ✓ -^�� aooVaoao�� \� 96� -\ i=�a?oz �404 -o z n w o Sa . \� W _aAND EF \ c� m \\� �� 3 I / I c� o h 2 �Yoo��- -- \38 // ` �� w?a"�o rn^ �i --I aOmm�co "� _ N 21'49'31" E \ �,-c¢iw moo. es- ?\ (CAT III) �xz„ a^Wo c�aw0z �?' -, \ ¢wo¢zw - -� _ _ ozrowwo 800 ¢ > nzoa� \®°0 \ �� �� -�� \>wo>�?n IIID /- 396 I / i QYoo�o \ �� 1 / CULVERT , \ / TELE HPHP O �CNSEMENT I \ I WETLAND EE �\ IE=375.62 g PVC I (CAT. III) /// RECORDING NO. 5678223 II I I / I ` - �I t I I ,CULVERT � \ I -` � -sue -� _\ �� WETLAND DP _ \ IE=375.18 8" PVC•=�' -/- ��y'A (CAT. III) �� !J� SMH 1 1�-- -� l-= - -����soce,� `iy� OG STREAM EA 9 RIM=378.56 J 31 ST AVENUES I - - - �7RAI/ L _ - -G7A STORAGE REA I\\ � _ J `N 2° (MINOR) �� (ACATED RIGHT OF WAY), I - / RIM „ 98.\3 /� ��Ij L 111 GRA�EhR D 0=64'51'01 2 J to mz Wo uj on . , Hoto .. • 3uj woxz � SDCB, SDMH, RIM=414.54 RIM=413.85 \ 30TH AVENUE S. LL (PUBLIC RIGHT OF WAY) a� 4 SDCB, i RIM=408.91 ' 50.0, %FORESTED BUFFER SDCB, RIM=402.76 SDCB, RIM=403.24 . p w j%�� �� - �� (`ram - r r I / 1 / I- - �1T r - �- - - R=51.50' / % � �I G� gNo�FD /I' t\ l �� -� - I IJ - -/- L_58�29- i RMC3 98.54 IYFRMM� �� - T �W ►'7�\ )� �� M - _ ` JI //� �� t SDce. 1 III / 1 .RIM=396.99 ._ _ \\ A� FORESTED\ WETLAND DRY 9 �- -\ BUFFER lJ I I WET DQ / r{- - CAT. ill),�e N 88'45'51" W .IIQ � 1, v p I SSMH. C------- ,C�9// 42.20' Oyo RIM=396.08 RIM=378.89 462 06' FORESTED \ d I\\� BUFFER R� sOCB, I. GUA IS-RAI SDCB, ( Ir MANHOLE C `' `-� 13A-�� �., [RIM=396.38 RIM=386.28 SDCB, � ,� q. \\w-�'---SDCB, ,- --\ - ! RIM=386.47 \ �-- -RIM=386.66 ��� =RIM 385.97 RMC3 87.41 1� SDCB ■. `o - RIM=390.17 SCALE: 1 " = 80' 80 40 0 80 160 CONTOUR INTERVAL = 2' DATUM: N.G.V.D. 29 LEGEND o BOLLARD � INFORMATION SIGN OCOS SANITARY SEWER MANHOLE Q SANITARY SEWER MANHOLE ® STORM DRAIN CATCH BASIN 2 ( STORM PIPE INLET/OUTLET < STORM CULVERT X GATE END © GAS MARKER POST m GAS VALVE PE- GUY ANCHOR ® POWER JUNCTION BOX o- POWER POLE -� POWER POLE WITH TRANSFORMER ® POWER VAULT LUMINARY WITH ARM LUMINARY ® TELEPHONE JUNCTION BOC ❑ TELEPHONE RISER ® TELEPHONE MANHOLE Q FIRE HYDRANT ❑ UTILITY VAULT B3 WATER METER oa WATER VALVE IR IRRIGATION CONTROL BOX FO UNDERGROUND FIBER OPTIC LINES FM SANITARY SEWER FORCE MAIN OH OVERHEAD POWER LINES P UNDERGROUND POWER LINES O UNDERGROUND NATURAL GAS LINES i UNDERGROUND TELEPHONE LINES W_ UNDERGROUND WATER LINES 3 LEGAL DESCRIPTION coo o LOT 1, CITY OF FEDERAL WAY BOUNDARY LINE ADJUSTMENT NO. 16-102886-00-SU, RECORDED UNDER RECORDING NUMBER Iga: 20170210900007, IN KING COUNTY, WASHINGTON. I. - co m BASIS OF BEARING f4 ` A BEARING OF N 01'14'09" E ALONG THE EAST LINE OF SECTION 21, T. 21 N, R. 4 E, BETWEEN THE EAST QUARTER CORNER AND THE FOUND 4 MONUMENT OF S. 336TH STREET AND THE EAST LINE OF THE SECTION WAS HELD AS THE BASIS OF BEARINGS FOR THIS SURVEY. N 2'S2'14" E- SDCB, a ASPHALT 45 57' RIM=394.60 o p �� _ BASIS OF HORIZONTAL DATUM / N 01'14'09 E SECTION 21 rAGG WASHINGTON COORDINATE SYSTEM (WCS) - NORTH w 2097"98° ZONE (BASED UPON NAD 83\11) UTILIZING THE WEYERHAEUSER WAY S. ®- - \ / S SOMH, - - -- cR7cyr C WASHINGTON STATE REFERENCE NETWORK (WSRN) (PUBLIC RIGHT OF WAY) - - SDCB. _ MINOR ARTERIAL �� _\ R MM 386.81 _ / SDCB, ' SDCB, ' �' 1- \ RIM=393.56 0,�. F IN NOVEMBER, 2015. \ } SDCB, SDCB, -RIM=386.39 v )SDCB, RIM=394.77 -( k RIM=386.07 RIM=385.92 RIM=387.48 f SDCB, \ / RIM=392.10 SDCB, ° -I RIM=389.96 - / \ RIM=386.51 VERTICAL DATUM �� SDCB , -- - �1� I I b \ RIM=3s2.o2 NGVD 29 ELEVATIONS REFERENCED TO CITY OF FEDERAL WAY BENCH MARK NO. 144 TOP OF 2" IRON PIPE INSIDE MONUMENT CASE LOCATED AT THE INTERSECTION OF S 320TH ST AND 32ND AVE S ELEVATION=462.933 NGVD 29 TEMPORARY BENCH MARKS WT.B.M. "F" WETLANDS: TOP OF N.W. BOLT OF LIGHT POLE BASE LOCATED APPROXIMATELY 40' DP CATEGORY III 300 SF N.E. OF THE INTERSECTION OF S. WEYERHAEUSER WAY AND EASTERLY DID CATEGORY III 703 SF (TO BE FILLED) ENTRANCE TO WEYERHAEUSER H.Q. BUILDING. DR CATEGORY III 3,240 SF ELEVATION=415.176 NGVD29 DT CATEGORY III 2,430 SF 446 T.B.M. DU CATEGORY III SF (TO BE FILLED) TOP OF S.W. BOLT OF LIGHT POLE BASE LOCATED AT THE S.E. DW CATEGORY III 446 SF (TO BE FILLED) QUADRANT OF THE ROUNDABOUT LOCATED AT S. WEYERHAEUSER WAY DX CATEGORY III 392 SF AND 33RD PLACE S. (TO BE FILLED) ELEVATION=395.465 NGVD29 DZ CATEGORY III 59 SF (TO BE FILLED) EB CATEGORY III 1,601 SF (TO BE FILLED) EC CATEGORY III 821 SF (TO BE FILLED) T.B.M. "H" ED CATEGORY III 3,234 SF (TO BE FILLED) TOP OF N.E. BOLT OF LIGHT POLE BASE LOCATED APPROXIMATELY 730' EE CATEGORY III 1,881 SF (TO BE FILLED) SOUTH OF THE ROUNDABOUT AT S. WEYERHAEUSER WAY AND 33RD EF CATEGORY III 1,115 SF (TO BE FILLED) PLACE S. LIGHT POLE IS LOCATED ON THE EAST SIDE OF S. WEYERHAEUSER WAY. ELEVATION=387.13 NGVD29 REVISIONS NO. DESCRIPTION/DATE BY 4Y •L �oF SB a 00 0 ,o. °A'AL I ii M O : o • J m N m A+ M vva L �i C a C LLt 3 ao U 0 W® Z Wx _j_j 0 z� 0 Nco W �O m 4) z m _co O, rn c °c � m E o o Z w< OID rn� (At� eo �o Zoro 3 a` Oro U 0 cn U- s_ _ N 3 3 ` L •" •o 3 .so rng c W 0 U(L z 0 6 z_ 2 cn W i w U (/) J D �O ^� I..L 2 w O0 0� U Z Q ` 5 Z 17- w (, J w Q Z w J ,W LL '�) I W w cc V Q J 0' w 0 w w L� 0 0 JOB NW86-001-016-0011 DWG. NAME EX-01 DESIGNED BY: LGB DRAWN BY: JJH CHECKED BY: DATE: 09/01/2017 EX-01 2 OF 10 SHEETS LEGEND ROADWAY ROADWAY CENTERLINE PROPERTY / LOT LINE RIGHT-OF-WAY BOUNDARY LINE EASEMENT LINE SETBACK LINE APPROXIMATE LOCATION OF EXISTING UTILITY EASEMENT ROLLED CURB AND GUTTER VERTICAL CURB AND GUTTER CONTOUR (MINOR) CONTOUR (MAJOR) FOOTING DRAIN FLOWPATH SPOT ELEVATION TOP/TOE OF SLOPE CONCRETE SIDEWALK CONCRETE BLOCK WALL ROCKERY BARRICADE BOLLARDS MAILBOX DOWNSPOUTS STORM DRAINAGE CATCH BASIN TYPE 1 W/GRATE CATCH BASIN TYPE 1 W/SOLID LID CATCH BASIN TYPE 2 W/GRATE CATCH BASIN TYPE 2 W/SOLID LID STORM DRAIN MANHOLE BEEHIVE MANHOLE YARD DRAIN (ROUND LID) YARD DRAIN STORM DRAIN CLEAN -OUT STORM DRAIN PIPE ROOF DRAIN SD SERVICE 6" CPEP WITH INVERT ® END OF PIPE SANITARY SEWER SANITARY SEWER MANHOLE SANITARY SEWER CLEANOUT SANITARY SEWER GRAVITY SANITARY SEWER FORCE MAIN 0+33 (STATION ALONG MAINLINE) 21 L.F. (STUB LENGTH) 866.0 (I.E. AT END OF STUB) WATER FIRE HYDRANT GATE VALVE BUTTERFLY VALVE CONCRETE BLOCKING DOMESTIC / IRRIGATION METER BLOWOFF ASSEMBLY AIR -VAC ASSEMBLY REDUCER DETECTOR CHECK VALVE CROSS (W/ VALVES) TEE (W/ VALVES) BEND WATER PIPE CAP/PLUG EXISTING PROPOSED --------------------------- ---820----- - 1� Xg2, cJh X -A--------- 1--------- 1- 1--------- 1--------- : L' ` u: �' I 000�a- ❑per❑❑ o 0 0 0 O oco U D -------------------- 0 u 0 M O svo 0 m Cp oco P& P-4 =1 ER • (s) 9 — G O 0cos O OIL -s -- FM P -- P 0+33 21 L. F. 866.0 t t w H w �y '7 p 6 0 1 1 7 41 dl W I TRAFFIC STRAIGHT/RIGHT TURN ARROW �► �► STRAIGHT/RIGHT TURN ARROW Q LEFT/RIGHT TURN ARROW v STRAIGHT/LEFT/RIGHT TURN ARROW + + LEFT TURN ARROW �1 RIGHT TURN ARROW /� /► STRAIGHT ARROW t t HANDICAP PARKING U. & BIKE LANE coo coo TRAFFIC SIGN +_ .I INFORMATION SIGN T T STREET LIGHT 0 0 ro N O m FO T T C c A PORTION OF SECTION 21, T.21 N., R. 4 E., W.M. EXISTING FEATURES WETLAND FLAG POWER POLE W/DROP LINE & LIGHT BIKE RACK POWER POLE W/DROP LINE, LIGHT & TRANSFORMER DEBRIS PILE POWER POLE W/DROP LINE & TRANSFORMER FIRE PIT POWER POLE W/LIGHT BOLLARD POWER POLE W/LIGHT & TRANSFORMER HORSE SHOE PIT O POWER POLE MAILBOX POWER POLE W/TRANSFORMER MILE POST MARKER ❑o PAD MOUNTED TRANSFORMER SOIL LOG © POWER VAULT/MANHOLE SIGN ® SIGNAL CONTROL BOX SEPTIC DISTRIBUTION BOX ID SIGNAL JUNCTION BOX SANITARY SEWER STUB MARKER POST 6� TRAFFIC PEDESTRIAN POLE SEPTIC VENT Cr TRAFFIC SIGNAL POLE STORM PIPE INLET/OUTLET CZ#:�=- TRAFFIC SIGNAL POLE W/LIGHT STORM DRAIN STUB MARKER POST 0 FIBER OPTIC MANHOLE ROOF DRAIN 0 FIBER OPTIC STUB MARKER POST CATCH BASIN TF TELEPHONE GUY ANCHOR CABLE TV MARKER POST T-0 TELEPHONE ANCHOR POLE CABLE TV RISER 0 TELEPHONE JUNCTION BOX (UG) SATELLITE DISH 6 TELEPHONE MANHOLE LUMINAIRE W/ARM O TELEPHONE STUB MARKER POST LUMINAIRE -0- TELEPHONE POLE LANDSCAPE LIGHT ❑ TELEPHONE RISER YARD LIGHT (UNDER 10' TALL) O FIRE DEPT CONNECTION GAS STUB MARKER POST HOSE BIB GAS VALVE RR IRRIGATION CONTROL VALVE OIL FILLER CAP ® WATER MANHOLE GUY ANCHOR Q WATER STUB MARKER POST GUY POLE MW® MONITORING WELL POWER GRATE Piv O POST INDICATOR VALVE ELECTRICAL JUNCTION PULL/BOX o SPRINKLER HEAD ELECTRICAL STUB MARKER POST ® WATER VAULT ELECTRICAL METER ® WATER WELL GAS ---1_� GUARD RAIL OIL 0 FENCE, BOARD POWER (BURIED) >< FENCE, BARB -WIRE POWER (AERIAL) 0 FENCE, CHAIN -LINK FIBER OPTICS * FENCE, ELECTRIC TELEPHONE (BURIED) - —<> FENCE HOG WIRE TELEPHONE (AERIAL) = FENCE, SPLIT RAIL TV CABLE (BURIED) X - FENCE, WIRE TV CABLE (AERIAL) - - o o — FENCE WROUGHT IRON CREEK OR STREAM CENTERLINE RAILROAD TRACKS WETLAND STREAM T.E.S.C.P. SURVEY ® PROPOSED MONUMENT IN CASE - -GB—GB- - GRADE BREAK FOUND MONUMENT IN CASE - -R —R - - RIDGE LINE OOM PROPOSED MONUMENT (AS DEFINED) CLEARING LIMITS OO oM FOUND MONUMENT (AS DEFINED) — �—�E FILTER FABRIC FENCE CUTOFF SWALE 0 DELTA — �— INTERCEPTOR DITCH (R) RADIAL BEARING < > --C]---C]-- N.G.P.E. FENCE (NR) NON -RADIAL BEARING ® ROCK CHECK DAM L ARC LENGTH OO SEDIMENT FILTER ® STRAW BALE GRAVEL CONE RIP RAP PAD IBM CONSTRUCTION ENTRANCE ABBREVIATIONS AVE AVENUE ID INSIDE DIAMETER AC ASBESTOS CEMENT PIPE IE INVERT ELEVATION ADJ ADJACENT IN INCHES ALUM ALUMINUM L LENGTH ANSI AMERICAN NATIONAL STANDARDS INSTITUTE LB POUNDS AP ANGLE POINT LF LINEAL FEET ASPH ASPHALT MAX MAXIMUM ASTM AMERICAN SOCIETY OF TESTING AND MATERIALS MFR MANUFACTURER ASSY ASSEMBLY MH MANHOLE BF BLIND FLANGE MIN MINIMUM BLDG BUILDING MJ MECHANICAL JOINT BLK BLOCK MISC MISCELLANEOUS BO BLOW OFF N NORTH BOW/BW BOTTOM OF WALL NO NUMBER BSBL BUILDING SETBACK LINE NTS NOT TO SCALE BVC BEGIN VERTICAL CURVE OC ON CENTER BW BACK OF WALK OD OUTSIDE DIAMETER CTR CENTER OHW ORDINARY HIGH WATER CB CATCH BASIN PI POINT OF INTERSECTION CI CAST IRON PP POWER POLE CL/� CENTERLINE PVI POINT OF VERTICAL INTERSECTION CLR CLEAR PE POLYETHYLENE CMP CORRUGATED METAL PIPE PERF PERFORATED CO CLEANOUT PVC POLYVINYL CHLORIDE CONC CONCRETE PVMT PAVEMENT C CONDUIT PVT POINT OF VERTICAL TANGENCY CONN CONNECTION PC POINT OF CURVATURE CONTR CONTRACTOR PT POINT OF TANGENCY CONT CONTINUED QTY QUANTITY CY CUBIC YARDS RET RETAINING CL CLASS RR RAILROAD CF CUBIC FEET R RADIUS CFS CUBIC FEET PER SECOND RED REDUCER DC DEGREE OF CURVATURE REINF REINFORCED DI DUCTILE IRON REQ REQUIRED DIA/0 DIAMETER R/W RIGHT OF WAY DOT DEPARTMENT OF TRANSPORTATION S SOUTH DIM DIMENSION SCH SCHEDULE DWGS DRAWINGS SD STORM DRAIN D DRAIN SF SQUARE FEET EOP EDGE OF PAVEMENT SHT SHEET E EAST SPECS SPECIFICATIONS ELEV ELEVATION SQ SQUARE EL ELEVATION SS SANITARY SEWER ELEC ELECTRICAL STA STATION EVC END VERTICAL CURVE STD STANDARD EXIST EXISTING TC TOP OF CURB FDC FIRE DEPARTMENT CONNECTION TEL TELEPHONE FG FINISH GRADE THIRD THREADED FIG FIGURE THRU THROUGH FIN FINISHED TOW/TW TOP OF WALL FL/FL FLOWLINE TYP TYPICAL FL FLANGE VERT VERTICAL FT FEET W WEST FM FORCE MAIN W/ WITH GA GAUGE W/O WITHOUT GALV GALVANIZED WSS WATER SAMPLING STATION GI GALVANIZED IRON GV GATE VALVE REVISIONS NO. DESCRIPTION/DATE BY J o�ss �/shAL — M0 U ^R J II m t � a oma s L ® a v u o, Lu Z ow Baj 0 Z `D 0 N Lu m 0 c = 0 Zco0 N °rn �U%j C � C v N JQco O zs V)� UO3 Z 0 `° j � a OIt' _ U U co U- E — rn L �Y 3 0 0+3 c W u 0 D_ z O Z_ Q m W w U (n D J C O (. 2 w rr U z W U' Q 3: J w ( �J ` z w J 0 z IL w w M V a J Q W 0 LEI LL O U JOB Nm886-001-016-0011 DWG. NAME LG-01 DESIGNED BY: LGB DRAWN BY: JJH CHECKED BY: DATE: 09/01/2017 LG-01 3 OF 10 SHEETS SITE IMPERVIOUS AREAS: NO EXISTING IMPERVIOUS AREAS PROPOSED ROOF: 214,050 SF PROPOSED ON —SITE PEDESTRIAN AREAS: 15,068 SF PROPOSED ASPHALT: 176,585 SF TOTAL PROPOSED IMPERVIOUS AREA: 405,703 SF TOTAL PROJECT AREA: 738,493 SF PERCENTAGE OF IMPERVIOUS AREA: 54.94% MAXIMUM IMPERVIOUS AREA: 70% I i� a _0 I/ � N \. 5 36g A PORTION OF SECTION 21, T.21 N., R. 4 E., W.M. n SCALE: 1" = 50' 50 25 0 50 100 CONTOUR INTERVAL = 2' DATUM: N.G.V.D. 29 3' 8' 11 5 1 1' 1 f' 12' 11 ill 151 61* 8' 3' Util. Sidewalk Planter Bike T Bike Plantar Sidewalk Utll Strip Strip 66' 100' MINIMUM PAVEMENT SECTIONS PRINCIPAL MINOR COLLECTOR 0.30' HMA CL Y", PG 64-22 0,67' HMA CL Y2", PG 64-22 0.50' HMA CL Y2", PG 64-22 0.85' HMA CL 1", PG 64-22 0.50' CSTC 0.50' CSTC 0.50' CSTC OR OR 0.30' HMA CL Y2-, PG 64--22 0.30' HMA CL Y', PG 64-22 0,85' ATB 0,70' ATB NOTES: } PLANTER STRIP DIMENSION IS MEASURED FROM THE SIDEWALK TO THE FACE OF CURB. A G ��\= ARTERIAL / COLLECTOR SECTION G ly (PZZ RNq qO \ a , 10.0' PROPOSED / \ UTILITY EASEMENT 8,.0 S - --� 380 STORM DRAINAGE EASEMENT EXPANDED �� WATER QUALITY & �� v v A V e s8 V � I � DETENTION POND JjA WETLAND DU ' ' \ / / �\ \ \ � (CAT. Doti' v g i I \( /\ \ � 2140 rco 4 CID __ �* ... -- \\\ \`�. / —�, - --- --� L--- STORY = 44 HIGH --- --- -- \- MODULAR WETLANDS STORMWATER —�— ��/ s84 \ — — — — — \ — — — — — FF=393.00 - - - - - - - - - - - - - BIOFILTRATION SYSTEM OR ~\� ® \ \ APPROVED EQUAL. 44 821 FORESTED \\ \� \ \ '� /CID \ \ n �\ ;15.0' STORM DRAINAGE, • \ / '� �r \ �\ �\\ \\\\ EASEMENT \ \\ \Xo \\\ \\ \ \ \\\ 352 \ • ` \ 15.0' WATER EASEMENT (TYi _77 \ '�"\ \\ \ 12"0 WATER MAIN (TYP}. ` I� ��\`\ \ STORM CATCH BASIN (TYP) \ \ WETLAND EC71 \ WE TLA D E di \ \ \ \ \ \ '51,�, NG— (CAT. III) WETLAND DIP \ \\\ \ \ 30.0' EXIS - \ (CAT. III) t'' \\ \ \ ` \� TELEPHONE EASEMENT �, \ STREAM E-A EXISTING SLOPE 15% TO 40% (TYP) Yf' \ \ WETLAND DTCID d (CAT.111) 7 z\� im \ \ ALIGN WITH EXISTING ADA RAMP O \iFft TU SI IN I 1 i r \\ �\ FIRE HYDRANT (TYP) STORM CATCH BASIN (TYP) fj N .. ... co ..... __ _ P-----�--.p.,.�j b�° .. .. .... .... ... .... W - P -. WETLAND X_ =- � � (CAT. III)-- , ' r1 T! WETLAND DZ o (CAT.IIQ f oo ~' WETLAND DW 11 I (CAT. III) !,' SSMH, TYPE 2-48"0 (TYP) I In l rl RHAEUSER WAY JBLIC RIGHT OF WAY)- --- -F11NOFl-f RTERIAT- - \ 9 v y \ 1 BUS STOP TO BE F TO NORTH SIDE OF ADD 150' DEEP LEFT TURN POCKET AND CHANNELIZATION FINAL DESIGN \ TO BE DETERMINED BY TRAFFIC ENGINEER. CROSSING TO BE RELOCATED-- 1 TO NORTH SIDF OF ❑RIVFWA.Y II BY TRAFFIC ENGINEER. 10.0' PROPOSED POWER EASEMENT -- --- - ------ b v WAR-5i'-JJJSr "A" (UND JF� z�7,r PAR- T — WETLAND ED I (CAT. III) c c _7/ EX. NO LEFT TURN SIGN_ REVISIONS NO. DESCRIPTION/DATE BY Fj h y; 40111 C!STE°°�G\�� TONAL 91i! 1 U _j no 0 rn u J mN N M N t Cc aO W W ®v cw c v c Z ZJ') O N W 00 CO 0) �E —inj ~ rn ; c 0i E Z� J Q m 7 O U v s moo- V Z o � •> tea` a ' O U U CO ti E _ rn N c' 3 co rn3 c W O .,� o_ Z 0 Z In 3 m g W J r v J U- J :D of cl 0� 2 Z) 77 W Q Q U Q Q z Q � � WL Q zz z W J z o W W U. z W� W r V Q 3 w 0 w LL O U JOB N0886-001-016-0011 DWG. NAME SD-01 DESIGNED BY: LGB DRAWN BY: JJH CHECKED BY: DATE: 09/01/2017 SD-01 4 OF 10 SHEETS A PORTION OF SECTION 21, T.21 N., R. 4 E., W.M. (D) AFTER PLANT NAME DENOTES "DROUGHT TOLERANT" A MINIMUM OF 25% OF PROPOSED PLANTS ARE DROUGHT TOLERANT RY PLANT LEGEND PURSUANT TO FUC22-1564(f) i REVISIONS 1 1-7 n SCALE: 1 " = 50' 50 25 0 50 100 CONTOUR INTERVAL = 2' DATUM: N.G.V.D. 29 0 us rubra / RED OAK (D) 2" cal. 45 Full, balanced branching, 545 calleNana 'Capital' / CAPITAL FLOUIERINCs 2" cal. 5-1 Full, balanced branching, 545 (D) + + + Erica x darlyensis 'Stlberschmelze' / HEATHER (D) I gal. s 36" oz. + + + (INTERIOR PARKING LOT) ArctostapNIos uva-ursi / KINNIKINNICK (D) Mahonia nervosa / LOUT OREGON GRAPE (D) i gal. is 24" o.c. Mahonia repens / CREEPING MAHONIA (D) (STORM POND- GROUNDGOYER) \ Gaulthleria shallon / SALAL (D) I gal. A 36" 04, \ \ Mahonia aquifolium / OREGON GRAPE (D) EXISTING VEGETATION IN THESE UNDISTURBED (PARKING LOT PERIMETER) AREAS TO ACHIEVE DENSITY OF TYPE 11 Hydroseeded Lawn- see FIRE HYDRANT (TYP) LANDSCAPE SCREEN ALONG WEST SIDE OR specification on sheet CI IPDLEMENT WIT( -I ADDITIOIJAI . L.M.1G— LA_m2 REFER TO SHEET LA-02 FOR TYPE II STORM POND LANDSCAPING- E E H9droseed Orchard Mix erosion control (D) - see specification PLANTING PLAN TYPICAL FOR SUPPLEMENTAL -- SEE PLANT LEGEND THIS SHEET- \\ 3� \ PLANTING. E E on sheet LA-02 �� Managed Forest Suffer to remain undisturbed. WL G G a �� �' 39 Existing vegetation to remain .. .. .. ..... . p, _ �—�\ - undisturbed. WETLAND DX - \ (CAT.111) V a a a a� q a a Areas of inadequate landscape \ 3qa a a a a a a a ascreening density. Refer to required \ \ ,. density specification this sheet and w \ � ? , Forest Suffer Management Plan for . recommended plant palette •JRBED SLOPE TO BE r ••.,. ,.. •-• • • HYDROSEED ORCHARD MIX �.,'IFICATION ON • Raw on or OR STORM DRAINAGE EASEMENT EXPANDED � � u �. I�i• -`fir � •/ � % ' C � � � �' I �a >��ir, �� -rater �i ������ �id'r � � r �1�I� '� ._ � • WATERQUALITY &► ��� ETENTION POND WETLAND DU SQUARE• • • WETLAND • WETLAND DW ...PER 1994 FWCC 214,050 SF 1 STORY = ± 44' HIGH i FF=393.00e- \ �\ 5 2633 �\� FORESTED ° BUFFER 400 �y `► > \� / ~ moo, \ , \ ... \4., \ \ � \ / ___- �� - ss8, � � `�\ \\ —. \" f \ EXISTING VEGETATION `/ 3`� SQUARE FOOTAGE OF \ \\ A \ \ 15 0' STORM DRAINAGE EASEMENT- '� PLANTER ISLAND- TYPICAL / �\ v TO REMAIN �'` �` A. � � _ v I� PER 1994 FWCC \ \ \C4 \\tt�386 374 384 — \ ,Iq 149 ls386 \ 384 � M \ o \\\ \\ \ STREAM EA 362-i \\ \ \ '(MINOR) \ \ 1 WETLAND EC \ \ \ \ \ �a \(CAT. III) \ \_ � , 30.0 EXISTING TELEPHONE EASEMENT \ \ \ 349 \ w TREELINE (TYP) a \ - \ n "p_ .. 1 EXISTING VEGETATION TO EXISTING VEGETATION IN THESE UNDISTURBED 8\ \ �� REMAIN _ AREAS TO ACHIEVE DENSITY OF TYPE I 3° \ R 3az 15% TO 40% TYP LANDSCAPE SCREEN ALONG EAST SIDE LOADING �� 384 \ ?- — \\ y \ DOCKS OR SUPPLEMENT WITH ADDITIONAL \ PLANTING- \�e \ NG REFER TO SHEET LA-02 FOR TYPICALWETLAND DT (CAT. III) e M rn a TYPE I PLANTING PLAN AND RECOMMENDED PLANT SPECIES PER THE FOREST BUFFER _- \ MANAGEMENT PLAN FOR SUPPLEMENTAL PLANTING.. 45 521 EXISTING SIGNIFICANT TREE- \\ \\\\ \ , / 'y C o N �i ' _ :\r a \ \ \ FOREST BUFFERRMANAGEMAFT A MANAGEMENT \ \\ v \ / �s _ \\`! o m` \\ \ - ' � WETLAND EB PLAN SURVEY. -388- \ \\\ \ \ :. j ((CAT.III) t --s— 7 RrGWr-UF WAY 0 _ ® _ 382 384 - 3�� vigorous, spacing to achieve 60% coverage within 2 years, min. 12"-24" ht. at planting Mix equal numbers of each species throughout planting area. Mix equal numbers of each species throughout planting areas, vigorous, spacing to achieve 60% coverage within 2 years- min. 12"-24" ht. at planting 10.0' PROPOSED POWER EASEMENT ----- -- --- T_____ __ _ __ _ INTERIOR PARKING LUI LANDSCAPING PER 1994 FWCC. REFER TO PLANT LEGEND THIS SHEET" W ARE11-JOUST "9A* WINDER SERA -RATE \ SU DiN J1 rTA WETLAND ED \ (CAT. III) I I STATE OF WASHINGTON REGISTERED WDSCAPE ARCHITECT LEANNE U. KUHLMAN CERTIFICATE No. 743 M O W \ nw o � N y M N L 21 .a a c a 3 O O 0_ V av w� JJ L0 O a) O c o N 5m Ulm rna) c m Z� Q M p U') r 3 " 00 — o ° O j �a av U co C LL C U) a� 3 3 sy 3 o rn3 c W 0 2n v D_ z 0 z Q W W U (n J 7.) C Og a � W Ld U � � oc:kU Q J LLJ Q Q z M J W J W a z W U. W W OC 3 J D_' LU 0 LL L 0 v JOB NCD586-001-016-0011 DWG. NAME L4-01 DESIGNED BY: LDK DRAWN BY: LDK CHECKED BY: DATE: 09/01/2017 LA-01 5 OF 10 SHEETS A PORTION OF SECTION 21, T.21 N., R. 4 E., W.M. REVISIONS m 0 m PLANT I" HIGHER THAN IN NURSERY FINISH GRADE ° " PRUNE DISEASED AND d BROKEN BRANCHES REMOVE TOP 1/3 OF BURLAP 2" SETTLED DEPTH FINE GRADE BARK MULCH FERTILIZER TABLETS (4-21 GRAM-20-10-5) AMEND NATIVE SOIL WITH �777 ����+��`��; 6" DEPTH 3-WAY MIX TOPSOIL COMPACT AND WATER THOROUGHLY FIRM NATIVE SOIL MOUND SHRUB PLANTING DETAIL NOT TO SCALE A SHRUB AND GROUNDCOVER SPACING DETAIL NOT TO SCALE IRRIGATION DESIGN NOTES PER FWCC 22-1564(o-Q IRRIGATION SHALL BE PROVIDED TO ESTABLISH NEW PLANTINGS. THE IRRIGATION SYSTEM WILL BE DESIGNED TO INCLUDE SEPARATE IRRIGATION ZONES FOR LANDSCAPE PERIMETER BUFFER (WHERE THERE ARE NEW PLANTINGS), LAWN, AND INTERIOR PARKING LOT AREAS. HYDROSEED ORCHARD MIX MIXTURE BELOW SPECIFIED AS A RATIO BY WEIGHT: NAME PROPORTION BY PERCENT GER9'11NATION WE HT PURITY 'ELF' PERENNIAL RYEGRASS 60% 69 90 CREEPING RED FESCUE 30% Ig g 85 HARD FESCUE 101. 9B 65 HYDROSEED APPLICATION RATE: 220 LBS. / ACRE FERTILIZER APPLICATION RATE. 435 LBS. / ACRE OF 10-20-20 N-P-K SLOW RELEASE WOOD FIBER MULCH APPLICATION RATE: 2,000 LBS. / ACRE TACKIFIER APPLICATION RATE: 40 LBS. / ACRE, J-TACK OR EQUIVALENT NOT S SEED ALL AREAS THAT ARE BARE GROUND AND AT LEAST 18" FROM ANY PLANTED TREE OR SHRUB. FOR HYDROSEED, USE 1-8 LBS. OF SEED MIX PER 1,000 SQUARE FEET, APPROXIMATELY 9-10 LBS. OF 10-20-20 N-P-K FERTILIZER PER 1000 SQUARE FEET, AND APPROXIMATELY 45-46 LBS. OF WOOD CELLULOSE FIBER MULCH PER 1,000 SQUARE FEET IN ALL AREAS TO BE SEEDED. ADD APPROXIMATELY i LB. OF TACKIFIER PER 1,000 SQUARE FEET FOR SLOPES AS NECESSARY. SEEDING SEASON IS LIMITED TO MARCH 1- MAY 15 4 AUGUST 15- OCT05ER 1. APPLY JUTE NETTING ON STEEP SLOPES BEFORE HYDROSEEDING APPLICATION. SEED SHALL CONFORM TO STANDARDS FOR "CERTIFIED" GRASS SEED OR BETTER, AS OUTLINED IN WSDA "RULES FOR SEED CERTIFICATION", LATEST EDITION. HYDROSEED MIX FOR LAWN AREAS PROPORTION NAME BY WEIGHT GERITNATION TRIPLE BLEND PERENNIAL 10% 90 RYEGRASS- TUW QUALITY FINE FESCUE 30% 90 APPLICATION RATE 6-8 LBS. / 1,000 S.F. NOTES SEED ALL AREAS THAT ARE BARE GROUND AND AT LEAST 18" FROM ANY PLANTED TREE OR SHRUB. USE APPROXIMATELY 9-10 LBS. OF 10-20-20 N-P-K FERTILIZER PER 1,000 SQUARE FEET, AND APPROXIMATELY 45-46 LBS. OF WOOD CELLULOSE FIBER MULCH PER 1,000 SQUARE FEET IN ALL AREAS TO BE SEEDED. SEEDING SEASON IS LIMITED TO MARCH 1- MAY 15 4 AUGUST 15- OCTOBER 1. SEED SHALL CONFORM TO STANDARDS FOR "CERTIFIED" GRASS SEED OR BETTER, AS OUTLINED IN WSDA "RULES FOR SEED CERTIFICATION", LATEST EDITION. LANDSCAPE NOTES I. GROUND COVERS SHALL BE PLANTED AND SPACED USING A TRIANGULAR PLANTING ARRANGEMENT, TO RESULT IN TOTAL COVERAGE OF LANDSCAPED AREA WITHIN TREE YEARS PURSUANT TO F=C: SECTION 22-1564(j) 2. GRASS AND REQUIRED LANDSCAPING AREAS SHALL CONTAIN AT LEAST FOUR INCHES OF TOPSOIL AT FINISH GRADE PURSUANT TO FWCC SECTION 22-164(U 3. EXISTING CLAY OR SANDY SOILS SHALL BE AUGMENTED WITH AN ORGANIC SUPPLEMENT PURSUANT TO FWCC SECTION 22-164(m). 4. LANDSCAPE AREAS SHALL BE COVERED WITH AT LEAST TWO INCHES OF MULCH TO MINIMIZE EVAPORATION PURSUANT TO FWCC SECTION 22-164(n) 5. SOIL IN PARKING LOT LANDSCAPED AREAS MUST BE NON -COMPACTED TO A DEPTH OF 18 INCHES PRIOR TO PLANTING OF ANY SHRUBS, TREES, OR GROUND COVERS PURSUANT TO FWCC SECTION 22-164(y). PRELIMINARY LANDSCAPE CALCULATIONS 10' WIDTH PARKING LOT PERIMETER BUFFER, UP TO 259. OF THE TREES MAY BE DECIDUOUS, TOTAL NUMBER OF PROPOSED TREES IN 10' PARKING LOT PERIMETER AREAS = 36 259. OF TOTAL= 9 MAY BE DECIDUOUS, 8 DECIDUOUS SHOWN TOTAL INTERIOR PARKING LOT LANDSCAPE AREA 22 SQUARE FEET OF TYPE Iv LANDSCAPING IS REQUIRED PER PARKING STALL. NUMBER OF PARKING STALLS= 252 X 22 SF/STALL= 5,544 SF OF LANDSCAPING REQUIRED 11,209 TOTAL SF AND 1101 SF IF ONLY COUNTING 350 SF FOR AREAS LARGER THAN 350 SF. DROUGHT TOLERANCE CALCULATION AT LEAST 25% OF NEW LANDSCAPE MATERIALS MUST BE DROUGHT TOLERANT. NUMBER OF PLANT SPECIES PROPOSED= f6 25% OF 16 = 4 REQUIRED TO BE DROUGHT TOLERANT. NUMBER OF DROUGHT TOLERANT PLANT SPECIES SHOWN = Il (&c3%) PER FWCC: 19.125.050 LANDSCAPING TYPES: (i)TYPE I -SOLID SCREEN. 3BER HOSE OR VINYL WITH 16 GAUGE GALVANIZED STEEL WIRE TIES DETAIL CEASED AND BRANCHES 2" MAX. PRUNE DISEASED AND WIRE TIES, L ABOVE } BROKEN BRANCHES 2x2 PINE TREE STAKES REE STAKES SET STAKES PERPENDICULAR HOSE 4 WIRE TIES, S PERPENDICULAR TO PREVAILING WIND \\ SEE DETAIL ABOVE LING WIND � INDING MATERIAL AND � INSTALL "TREE BOOT" OR REMOVE BINDING TWINE 4 TOP BURLAP w "ARBORGARD" IN LAWN AREAS_ 1/3 OF BURLAP. PLANT TREE HIGHER 2" SETTLED DEPTH FINE BLEND BASIN � .Q THAN IN NURSERY BARK MULCH DEPTH FINE WATERING BASIN FERTILIZER TABLETS RK MULCH (4-21 GRAM-20-10-5) AMEND NATIVE SOIL 6" DEPTH 3-WAY MIX DIVE SOIL WITH /� +� < 3-WAY MIX TOPSOIL PLANTING SOIL SCARIFY PLANTING PIT TABLETS UNDISTURBED GROUND SIDES AND BOTTOM " -20-10-5) 12" MIN FOR WOOD >\\/\/\ \\//\\ ✓ 6 DEEP, FIRM, NATIVE SOIL MOUND 7 SIDES AND BOTTOM STAKES 4 18" FOR REBAR E SOIL MOUND CONIFEROUS TREE PLANTING AND STAKING DETAIL (A) PURPOSE. TYPE I LANDSCAPING IS INTENDED TO PROVIDE A SOLID SIGHT BARRIER TO TOTALLY SEPARATE INCOMPATIBLE LAND USES. THIS LANDSCAPING IS TYPICALLY FOUND BETWEEN RESIDENTIAL AND INCOMPATIBLE NONRESIDENTIAL LAND USES, SUCH AS INDUSTRIAL/MANUFACTURING USES, AND AROUND OUTDOOR STORAGE YARDS, SERVICE YARDS, LOADING AREAS, MECHANICAL OR ELECTRICAL EQUIPMENT, UTILITY INSTALLATIONS, TRASH RECEPTACLES, ETC. (B) DESCRIPTION. TYPE I LANDSCAPING SHALL CONSIST OF EVERGREEN TREES, LARGE SHRUBS AND GROUNDCOVER, WHICH WILL PROVIDE A 100 PERCENT SIGHT -OBSCURING SCREEN WITHIN THREE YEARS FROM THE TIME OF PLANTING± OR A COMBINATION OF APPROXIMATELY 15 PERCENT EVERGREEN AND 25 PERCENT DECIDUOUS TREES, WITH AN ALLOWABLE FIVE PERCENT VARIANCE, WITH LARGE SHRUBS, AND GROUNDCOVER BACKED BY A 100 PERCENT SIGHT -OBSCURING FENCE. TREE, SHRUB, AND GROUNDCOVER SPACING SHALL BE APPROPRIATE FOR THE SPECIES TYPE, AND CONSISTENT WITH THE INTENT OF THIS SECTION, EXISTING EVEGREEN TREE WITH FORESTED BUFFER- TYP. IF NO TREE EXISTS IN THIS LOCATION, PLANT SPECIFIED EVERGREEN TREE PER LEGENL THIS SHEET, TYPICAL. PROPOPSED DECIDUOUS TREE WITHIN FORESTED BUFFER- TYP. IF NO TREE EXISTS IN THIS LOCATION, PLANT SPECIFIED DECIDUOUS TREE PER LEGEND THIS SHEET, TYPICAL. TYPICAL TYPE I PLANTING PLAN (WITHIN MANAGED FOREST BUFFER ADJACENT TO LOADING DOCKS) NOT TO SCALE (2) TYPE II -VISUAL SCREEN. PROPOPSED SMALL NATIVE TREE/ TALL NATIVE SHRUB WITHIN 50' WIDTH MANAGED FORESTED BUFFER- TYP, PLANT SPECIFIED SMALL NATIVE TREE/ TALL NATIVE SHRUB PER LEGEND THIS SHEET, TYPICAL, PROPOPSED GROUNDCOVER WITHIN FORESTED BUFFER- TYP. PLANT SPECIFIED GROUNDCOVER PER LEGEND THIS SHEET, TYPICAL. AT A 15% TO 2596 RATIO OF EVERGREEN TO DECIDUOUS SPECIES, FOR EVERY 60 FEET OF LENGTH ALONG THE TYPE I 50' WIDTH BUFFER, THERE ARE 9 EVERGREEN TREES TO 3 DECIDUOUS TREES. (A) PURPOSE. TYPE II LANDSCAPING IS INTENDED TO CREATE A VISUAL SEPARATION THAT MAY BE LESS THAN 100 PERCENT SIGHT -OBSCURING BETWEEN INCOMPATIBLE LAND USE ZONES. THIS LANDSCAPING IS TYPICALLY FOUND BETWEEN COMMERCIAL AND INDUSTRIAL ZONES± HIGH DENSITY MULTIFAMILY AND SINGLE-FAMILY ZONES, COMMERCIAL/OFFICE AND RESIDENTIAL ZONES± AND TO SCREEN INDUSTRIAL USES FROM THE STREET. (B) DESCRIPTION. TYPE II LANDSCAPING SHALL BE EVERGREEN OR A COMBINATION OF APPROXIMATELY 60 PERCENT EVERGREEN AND 40 PERCENT DECIDUOUS TREES, WITH AN ALLOWABLE FIVE PERCENT VARIANCE, INTERSPERSED WITH LARGE SHRUBS AND GROUNDCOVER. A SIGHT -OBSCURING FENCE MAY BE REQUIRED IF DETERMINED BY THE CDRC THAT SUCH A FENCE IS NECESSARY TO REDUCE SITE SPECIFIC ADVERSE IMPACTS TO THE ADJACENT LAND USE. TREES, SHRUB, AND GROUNDCOVER SPACING SHALL BE APPROPRIATE FOR THE SPECIES TYPE, AND THE INTENT OF THIS SECTION. 20' TYP. 5' O.C. TYP. // PROPOPSED LARGE SHRUB EXISTING EVEGREEN TREE WITHIN �\ + ++ + F l� ' +0+ �/ WITHIN FORESTED BUFFER- TYP. FORESTED BUFFER- TYP. ++� + ++++ * + * + + * + + * 1P PLANT SPECIFIED LARGE SHRUB IF NO TREE EXISTS IN THIS + * + - + + +++ PER LEGEND THIS SHEET, ++ * + + + TYPICAL. LOCATION, PLANT SPECIFIED * + + + + + + EVERGREEN TREE PER LEGEND ++ + + + + + . THIS SHEET, TYPICAL. * * * + + + +' 20' * +'+*+ *+*+* . ✓* + + '' PROPOPSED GROUNDCOVER PROPOPSED DECIDUOUS TREE s +* + _ * * WITHIN FORESTED BUFFER- TYP. WITHIN FORESTED BUFFER- TYP. *+* + PLANT SPECIFIED 3 IF NO TREE EXISTS IN THIS + GROUNDCOVER PER LEGEND + + + ��+ +* + +.. + LOCATION, PLANT SPECIFIED + * + + + + THIS SHEET, TYPICAL. DECIDUOUS TREE PER LEGEND ++ + + + +yr THIS SHEET, TYPICAL. --+ + _ + `. + At A 609. TO 409. RATIO OF * + + + ++ + * ' ' ` EVERGREEN TO DECIDUOUS +*+ + ++� ++* r+ ++*+� + + SPECIES, FOR EVERY 60 FEET i� I + * + OF LENGTH ALONG THE 50' + + + WIDTH TYPE 11 BUFFER, THERE ;+ + i—� + + + + + ARE 4 EVERGREEN TREES TO 3 � y++ +. O I+*+ + �++*+'+ .�'l DECIDUOUS TREES. TYPICAL TY1-lE II PLANTING PLAN (WITHIN MANAGED FOREST BUFFER AROUND BLDG.) NOT TO SCALE NOTE: FOR THE TYPICAL PLANTING PLANS ABOVE, REFER TO SHEET LA-01 FOR CALLOUTS ON AREAS WHERE ADDITIONAL LANDSCAPE SCREENING MAY BE REQUIRED. LANDSCAPE CONTRACTOR TO CONFIRM EXACT FIELD LIMITS OF REQUIRED COVERAGE FOR THE SPECIFIED LANDSCAPE DENSITY (TYPE I OR TYPE 11) AND CALCULATE THE NUMBER OF PLANTS NEEDED IN EACH AREA. LANDSCAPE CONTRACTOR TO FLAG THE LIMITS OF EACH AREA TO RECEIVE SUPPLEMENTAL PLANTING AND OBTAIN CITY APPROVAL PRIOR TO PLANTING. DECIDUOL _ 2x i'`OOTBAI-L WIDTH IN HEAVY SOILS, AUGER Wx6' DEEP HOLE (OR THROUGH HARDPAN) FILL WITH CRUSHED ROCK VERIFY GOOD DRAINAGE PRIOR TO PLANTING. TREE PLANTING & STAKING DETAIL NOT TO SCALE TYPICAL TYPE I & II PLANT PALETTE PER FOREST BUFFER MANAGEMENT PLAN SYM L BOTANICAL / COMMON NAME SIZE SPACING Pseudotsuga menzfesff / DOUGLAS FIR w Thuja plicata / WESTERN RED CEDAR 8' HT. MIN. REFER t0 w Tsuga heteropNIIa / WESTERN HEMLOCK DIAGRAM Ir F- uj > Prunus emargfnata / BITTER CHERRY ~Q Salix luclda esp. lasiandra / PACIFIC WILLOW 1 1/2" CAL, REFER TO z Sorbus Americana / MOUNTAIN ASH DIAGRAM w CD cc Acer macropNIlum / BIG LEAF MAPLE O Arbutus menziesif / PACIFIC MADRONE 1 1/2" CAL. REFER TO Corpus nuttallif / PACIFIC DOGWOOD DIAGRAM 00 cn W c0 W :D Acer circlnatum / VINE MAPLE Cc _ Amelanchfer sp. / SERVICEBERRY W � Corylus cornuta / WESTERN HAZELNUT 5 GALLON 8' O.G. MIN. > W Crataegus douglasll / BLACK HAWTHORN I__ ZQ > Oemiaria cerasfformis / INDIAN PLUM Rhamnus purshiana / CASCARA _J z _J J Q 0) - IY W > F`Nsocarpus capitatus / PACIFIC NINEBARK Sambucus racemosa / RED ELDERBERRY 5 GALLON 5' O.G. 06 () Comus stolonifera / RED OVER DOGWOOD (n 0 CO j D f ` Holodiscus } discolor / OCEANSPRAY � � f} Rhododendron macrophyllum / PACIFIC RHODIE 5 GALLON 5' O.G. Cc Rhododendron albiflorum / WHITE FLOWER RHODIE Rosa nutkana / NOOTKA ROSE W W > > + Mahonia nervosa / OREGON GRAPE Q Q Ribes sangufneum / RED FLOWERING CURRANT 5 GALLON 5' O.C. z z Symphorfcarpos a Ibus / SNOWBERRY Vaccinlum ovatum / EVERGREEN HUCKLEBERRY Vaccfnfum parvfolium / RED HUCKLEBERRY + + Asarum caudatum / WILD GINGER + + + Dryopterfs expansa / WOOD FERN i GALLON 24" O.G. + + Gaultheria shallon / SALAL Polystfcum munftum / SWORD FERN NOTE: ACHIEVE FULL COVERAGE OF GROUND SURFACE WITHIN THREE YEARS OF PLANTING. NOTE: THIS PLANT PALETTE SPECIFIES MORE THAN ONE PLANT SPECIES PER SYMBOL. IT IS INTENDED THAT THE LANDSCAPE CONTRACTOR INSTALL A VARIIETY OF PLANT SPECIES PER THE LIST FOR EACH SYMBOL TO ENCOURAGE SPECIES DIVERSITY AND HABITAT RICHNESS IN THE MANAGED FOREST BUFFER PRELIMINARY LANDSCAPE DESIGN THIS PROJECT IS VESTED UNDER THE 1994 CITY OF FEDERAL MUNICIPAL CODE AND A 1994 CONCOMITANT AGREEMENT BETWEEN THE CITY OF FEDERAL WAY AND THE PROPERTY OWNER THE PROPERTY IS ZONED CP-I. THIS LANDSCAPE PLAN MEETS THE REQUIREMENTS OF A CP-I PROJECT BASED ON THESE TWO REGULATING DOCUMENTS. SPECIFICALLY: PER 1994 FWCC SECTION XI- PARKING AREA LANDSCAPING SHALL SHOW (1) 2" CALIPER DECIDUOUS OR 5' HT. EVERGREEN TREE PER PARKING ISLAND AND GROUNDCOVER SHALL BE PLANTED TO ACHIEVE 609. COVERAGE WITHIN 2 YEARS. INTERIOR PARKING LOT LANDSCAPING IS REQUIRED AT A RATE OF 22 SQUARE FEET OF TYPE IV LANDSCAPING PER PARKING STALL, WHEN 50 OR MORE STALLS ARE PROVIDED. IDENTIFY THE SQUARE FOOTAGE OF ALL INTERIOR LANDSCAPING. PER 1994 FWCC CHAPTER 22, A 10' WIDTH PARKING LOT PERIMETER BUFFER IS REQUIRED i ROW OF 2" CALIPER DECIDUOUS OR 5' Ht. EVERGREEN TREES AT 30' ON CENTER FOR THE LENGTH OF THE STRIP. UP TO 259. OF THE TREES MAY BE DECIDUOUS. GROUNDCOVER SHALL BE PLANTED TO ACHIEVE 609. COVERAGE WITHIN 2 YEARS. NATURAL VEGETATION THAT HAS BEEN UNDISTURBED MEETS ALL OF THE REQUIREMENTS OF THIS SECTION. PER IS94 FWCC CHAPTER 22 PARKING LOT LANDSCAPE SCREENING ADJACENT TO PUBLIC RIGHTS -OF -WAY IS REQUIRED AND SHALL INCORPORATE BERMS AT LEAST 3' IN HEIGHT WITHIN PERIMETER LANDSCAPE AREAS. ALTERNATIVELY, IF APPROVED BY THE COMMUNITY DEVELOPMENT DIRECTOR, SUBSTANTIAL SHRUB PLANTINGS MUST BE ADDED TO THE REQUIRED PERIMETER LANDSCAPING -TO ACT AS AN EFFICIENT SUBSTITUTE FOR THE 3' BERM, TO REDUCE VISUAL IMPACT OF PARKING AREAS AND SCREEN AUTOMOBILES. THE UNDISTURBED 50' WIDTH NATURAL FORESTED SUFFER IS AN EFFICIENT SUBSTITUTE FOR THE 3 BERM OR ADDITIONAL SHRUB PLANTINGS. PER THE CONCOMITANT AGREEMENT, SECTION XI, LANDSCAPING: ALL UNDEVELOPED AREA SHALL BE LEFT IN A NATIVE STATE ALL PROPOSED VEGETATION SHALL BE DETERMINED TO BE COMPATIBLE WITH EXISTING VEGETATION. NEW PARKING LOT LANDSCAPING SHALL MEET THE MINIMUM STANDARDS OF THE 1994 FEDERAL WAY MUNICIPAL CODE, 08/25/2017 STATE OF WASHINGTON REGISTERED SCAPE ARCHITECT CERTIFICATE No. 743 nw U �N d r MN L ° zk vv . a 3 0 0 EL ®ow vD c c w M .� O 0 Sm �m C63 C c a -C E t� a' o 0 W. U � � 03 _ c ° p j �° a om N U ci Cl)LL E 1n Q) Q, 3 ` 3 N Y 3 c0` m3 c W •� a 0a' z 0 O _z 2 N 2 W w U C/) 7.) W U) O W D = Z C� W G Q U � LLI Q � � w J a w J g r) Z LL w w V a 3 J w 0 U_ L O 0 JOB NC686-001-016-0011 DWG. NAME LA-02 DESIGNED BY: LDK DRAWN BY: LDK CHECKED BY: DATE: 09/01/2017 LA-02 6 OF 10 SHEETS A PORTION OF SECTION 21 , T.21 N., R. 4 E., W.M. ilk n SCALE: 1 " = 50' 50 25 O 50 100 CONTOUR INTERVAL = 2' DATUM: N.G.V.D. 29 � aaa I\ a aa a s I I 4 4 a a a 4 4 a a a a a 4 aaa a 4 4 4 2f�4 4 �aa�4 adad a4a a \ \ \ kp Q0 \ —_ — —. .'�. �— i �— / as aaaaaaa'' I I �aaaj�4aaaaaaaaaaga.�aaqua I \.�- \ �- F \ a — 7c �� a10.0 EXISTING WATER EASEMENT axi � � / �aaaa�l(� ®� — _ ---_ 30.0' EXISTING N TELEPHONE EASEMENT / 1 ��_--20.0' EXISTING \ r \ I I i INGRESS EGRESS a:a: 0 ® \ i I EASEMENT 214,050 SF \ `- E I I E ®® EXISTING WATER ICI ' I + I I / 1 STORY = ± 44' HIGH ,,� � � � --- E EASEMENT ; v-Z - FF=393.00 I 39,9 F A� '1196, 1 ,388 W r\FRri-JJ U r *Alll — 386 , \ (U ND L. R S r r /\ r / r / � r �r1.f'�r� rL' � 13.4R/W r I I A- - - I I DEDICATIONa c—, 30TH AVENUE S. i (PUBLIC RIGHT OF WAY) 4 OFF -SITE R/W DEDICATION 100.0' ROAD SECTION G PER SHEET SD-01 EX. BUS S76?\ Lip NETLAND . (CAT�I Ail �► 1, - i • . < �' Bpi I VRA • a Ilia � � , < � f/�� ,_ 1/�,�, � N TREE �.►� �o ��1� _ _ '�,..� !�i I fit= %cii��!► %: Nil'OF FEDERAL WAY. (TYP) raw," DETERMINED SPECIES ,... _ �t�—�i�- , i _ ���.7 �r-�-a��.-.. .��.�� �.E_ �.�-�,��' .va .�..u.._ ®s�.�°.n�+.e:.--. /®,:. r._.._.. _.lii,. 116�_f/iA� �l� .mti��^.,'�!�•�� �- ._. ea PUBLIC RIGHT OF WAY MINOR ARTERIAL MD o — 386 —r�$ 38� ADD 150' DEEP LEFT TURN POCKET AND CHANNELIZATION FINAL DESIGN TO BE DETERMINED BY TRAFFIC ENGINEER. CROSSING TO BE RELOCATED - TO NORTH SIDE OF DRIVEWAY BY TRAFFIC ENGINEER. BUS STOP TO BE RELOCATED or TO NORTH SIDE OF DRIVEWAY it 3a6� J� �k - 384 f' 6 �. EX. NO LEFT TURN SIGN z — RELOCATED BUS STOP - ADD SHELTER NEW CROSSING LOCATION BY TRAFFIC ENGINEER. i/ TREE SPECIES TO BE DETERMINED PER CITY OF FEDERAL WAY. (TYP) 100.0' ROAD SECTION G F -x PER SHEET SDII01 REVISIONS NO. DESCRIPTION/DATE BY 09/01/2017 STATE OF WASHINGTON REGISTERED NDSCAPE ARCHITECT LEANNE D. KUHLMAN CERTIFICATE No. 743 MO O J mw J MmN N nin t C 3 d O W W ® Q D N V V C C Z 0_j O ZLO 0 W N co �O C)COm 0) 0,0 C O O ~ E t� �Q T6 0 tnv U) V c o Z o `>� Jd 0Itv _ U U co LIL E _ Q) o, 3 L 3 3 NY `O w W O 3 oa Z 0 0 z Q m W W U (n cn O W z Q a- U Q Q w z > W xJ Q z w J Z Lu LL W W C� Q ui W 0 LLJ LLJ (10 r U JOB NID886-001-016-0011 DWG. NAME LA-03 DESIGNED BY: LDK DRAWN BY: LDK CHECKED BY: DATE: 09/01/2017 LA-03 7 OF 10 SHEETS A PORTION OF SECTION 21, T.21 N., R. 4 E., W.M. 1 REVISIONS 1 m 0 0 m Lo EARTHWORK QUANTITIES: 12" STRIPPING: 19,700 CY CUT: 45,500 CY FILL: 40,900 CY NET: 4,600 CY CUT 372 0 \ / INSTALL CONSTRUCTION ENTRANCE �,-- �--�,....�.. o o \...-ibbti .-.. .. sak ,$� W \ �\ � SEE SHEET GR-02 FOR G — - - .. .. .. - CROSS SECTIONS T WETLAND DX C_ 1 ---37 I I \---- V / ,gyp WETLAND•DZ \\� \ \ \ \ \ p\ ~\ \ . I (CAT. III) / " \ i / / \� \ \ \ "W/Vq AO \ �� ..... l. L .......!\ � WETLAND III I I (CAT)IIDW JJ i i �/ 1370 ' 1 --- ------------ --- ----- \ _ lb INSTALL INLET PROTECTION (TYP) V •UALITY EXPANDED WATER i DETENTION POND \ `�o WETLAND DU / / �g6 �lb � _ 214,050 ---- — \-- — ---1 STORY = ± 4S4F' HIGH --- I F=393.00 \ ` ( \� INSTALL INTERCEPTOR SW�ALE (TYP) •• / / 3s8� "�'•'' � � � -� \\ •Oi V A ®\ \,..,, V \ 14� LF WALL \ \. ` 396' 6'-8' TALL , , \ �\ / \ F 4� \� 00 SCALE: 1 " - 50' 50 25 0 50 100 CONTOUR INTERVAL = 2' DATUM: N.G.V.D. 29 — _/ / c✓ \\ C STRIPE S S c 1003 5 10, vp �FORESTED— \ BUFFER �388 44 44 44 444 1 / N, , v � \� 3� ', \/ •'�` /- -'C \�\� �\� a \� � - %WETLAND EC I (CAT. III) \� WETLAND EF �109 1F WAL -�'� � -- (CAT.I11) \ \ \ 4 \ 30.0' EXISTING CLEARING LIMITS (TYP) �` �\ - 8-'-10TALL TELEPHONE EASEMENT I INSTALL FILTER FABRIC FENCE AT CLEARING LIMITS (TYP)-- STREAM EA (( \ \ \ o �► e \ ( i $ (MINOR) I ° / 41L \ -24 �$$15\L TA ALL EXISTING SLOP L 15% TO 40% (TYP) WETLAND DTa 4 �\1 \\� I 1 (CAT. III) \ I' 01 i \\\2 \®\ \ �— \— 376 co �3921 d WEYERHAEUSER WAY ---(PUBLIC RIGHT OF WAY)- - _ 8 \ % 38240 - \ WARJE- OUST "A' (UNDr.rq SEPARATE \ SU&MI1'TAL) - WETLAND ED I (CAT. I11) I f= \�— 386 - p ( I�-r - 384 i to M U o 0 8 J \• m I 1 � _J mN N MM N Nv4 L O�� Q V) C c0 s LL! a o u v LU ® o C C Z E� 21 Z� 0 LN LI a) 0 0 Zcl)0) °rn c F_ Q O u o cl) _U c Z o ° j _j a` Oaa v UrMiU_ E — N rn 3 01y 3 So rn3: c w0 Z 0 6 z cn W W U (n J C Oz Z = 5� L W " Z cl U 9 Q �Q o J W " Z Q Z X LL W - _I L) 0 Z LL W W V JOB N0886-001-016-0011 DWG. NAME GR-01 DESIGNED BY: LGB DRAWN BY: JJH CHECKED BY: DATE: 09/01/2017 G R-01 8 OF 10 SHEETS 420 415 410 405 400 395 390 385 380 J 81 +00 82+00 83+00 400 395 390 385 380 375 84+00 85+00 86+00 SITE CROSS SECTION A -A SCALE: 1"=50' HORIZ. 1"-10' VERT. DET 383. — / STORM P ND ^ N -EINJ,'HED. GRAD -A ---- 50+00 51+00 52+00 53+00 POND CROSS SECTION C-C HORIZ, SCALE: 1"=10' VERT. A PORTION OF SECTION 21, T.21 N., R. 4 E., W.M. -11iILos 10i0l omm"Ill p gag 420 410 415 405 410 400 405 395 400 390 395 385 390 380 385 375 380 370 87+00 88+00 89+00 400 400 395 395 390 390 385 385 380 380 375 375 370 370 54+00 91 +00 92+00 93+00 94+00 95+00 SITE CROSS SECTION B-B SCALE: 1"=50' HORIZ. 1"=10' VERT. EX13TING GROUND 6' BERM 6' BERM FI ISHED GRADE i N STORN POND WQ 374. — — — — 61 +00 62+00 63+00 POND CROSS SECTION D-D SCALE: 1"=50' HORIZ. 1"=10' VERT. 40C 395 390 385 380 375 370 410 405 400 395 390 385 380 375 370 96+00 97+00 98+00 WAREHOUSES A AND B COMBINED POND VOLUMES: DETENTION REQUIRED: 422,200 (CF) DETENTION PROVIDED: 471,300 (CF) WATER QUALITY REQUIRED: 88,300 (CF) WATER QUALITY PROVIDED: 96,900 (CF) REVISIONS N0. DESCRIPTION/DATE BY G;BAR ANAL q ll — M O l0 N V M h L a U) c z C7 — zo W N co �O 0 7 C0 o E z Fo —fn� ~ E me Lm JQiC 0 (no Y VJ coO c 0 0 zo ro j Ja Ovv U Uco coa E _ 3 my 3 9`0 g3: c W 0 3 �a z 0 c� z_ (n 3 M W s W U J D C/) O om F- W W N Q Cc V) U Q ( Q Q WIx QZ 46 _ W uw J V) Z ui LL W W rr 0 Q J Q Ld W 0 W L� LL 0 U JOB N0886-001-016-0011 DWG. NAME GR-02 DESIGNED BY: LGB DRAWN BY: JJH CHECKED BY: DATE: 09/01/2017 G R-02 9 OF 1 O SHEETS A PORTION OF SECTION 21, T.21 N., R. 4 E., W.M. 1 REVISIONS — S — N Q a TREE PRESERVATION A CONTINUOUS MANAGED FOREST BUFFER IS PROVIDED AROUND THE PERIMETER OF THE CP-1 ZONE. THE DEPTH OF THIS BUFFER IS 50' WHEN ABUTTING WEYERHAEUSER WAY SOUTH AND 100' WHEN ABUTTING HIGHWAY 18. A GENERAL MAINTENANCE PLAN WILL BE SUBMITTED WITH THE LAND MODIFICATION PERMIT (COMMERCIAL GRADE AND FILL). AIATI\/C \/U/ =ATIl Kl All1 1111. 1Ikl Tl 1f C/1 111— 1 -------ram —• •r ...._ �.. 50' MIN. WIDTH FORESTED BUFFER Significant Tree Retention Calculations Greenline Warehouse B Site Significant Trees On Site 746 Significant Trees in Managed Forest Buffer 104 Average Significant Trees Per Acre 44.14 Trees Per Acre (746/16.9AC=44.14) Significant Trees in Undisturbed Areas 642 Total Significant Tree Retention Rate 13.9% (104/746 = 0.13941) \ � Co 376 V i \ \ �• / �� J ` / ( � STORM POND LAND APING' \ ( I SEE PLANT LEGEND THIS SHEEN _ FIRE HYDRANT (TYP) n SCALE: 1 " = 50' 50 25 0 50 too CONTOUR INTERVAL = 2' DATUM: N.G.V.D. 29 WETLAND DW �" / UNDISTURBED (CAT.IIQ / , / / \, / VEGETATION 10.0' PROPOSED — — \ POWER ---- a EASEMENT ----- --_� ( l \ 10.0' PROPOSED UTILITY EASEMENT _ STORM \ DRAINAGE EASEMENT EXPANDED \\ \ \ \ WATER QUALITY & T\ DETENTION POND I WETLAND DU / �/ ���� // //��/ / / , \ / \��� I I L 37.2' \�.:. ; :.:: �.. - - ' /- _ -- - - - - - - - 214,050 SF 1 STORY = ± 44 HIGH �o FF=393.00 UNDISTURBED,"— VEGETATION \ -- STORM CATCH BASIN 0 1 0' STORM DRAINAGE EASEMENT \ \A�\I�: >:•: :FORESTED: o \BUFFER \ \ � \ 44 \ \� �S AV STREAM EAR \\ \ \ \ l \ (MINOR) \ \ r \\ WETLAND EC CAT.III �— _ �_ CATLAND EF I 30.0' EXISTING \ -- ( ) TELEPHONE, EASEMENT p \ L 7 I kI ((."` : t UNDISTURBED UNDISTURBED: ..:'. VEGE \ TATION S I p \ t \ \ ON VEGETATI XI TING (SL PE �3.....�.... \:�\. WETLAND DT — /w/ \ '\\ \ \ \: \:. . :: .•:;:: .�. (CAT. III) �i I; :•.=.':... :•.,: :0' WETLAND EB:::� .. '^ °7 (CAT III) yo CONCRETE SIDEWALK ``^•- � 'e � _ � _ _ ��6.0' PLANTER STRIP IIIINillli �a1 (PUBLIC RIGHT OF wA\A \ 0 \MINOR ARTERV �a9 . D MD 3$2 3$+= 3$6 W AjR r H0 US r Or\* (UNDER SEPARATE — WETLAND ED I (CAT. III) I I I � I CJ �H 1+1A/ /l / /\• OW I (/moo 1 � 1 d 1 m m , L 9�, WETLAND DR — \ P o -3$6- I�T T 09/01 /2017 STATE OF WASHINGTON REGISTERED �ANDSCAPE ARCHITECT 67 h, m LEANNE D. KUHLMAN CERTIFICATE No. 743 �o n »� NarnL� Cn �a 0:IC 3 o LU a LU ® v v C C 0 — ZU') 0 Lu N c7 0 d zU)0 c z0 -J<O o W, m °Ja Z o Olt' 0 U m i E — tn N a, 3 0 w0 >3 D. z 0 c� z 9 m W U (n J D 0 D = g W U z o Q w J Q W ZF- `'' w F— rr — W J 0 Z LL W W V JOB N0886-001-016-0011 DWG. NAME TR-01 DESIGNED BY: LDK DRAWN BY: LDK CHECKED BY: DATE: 09/01/2017 TR-01 10 OF 10 SHEETS