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JT Horizontot (425)251-6222 "� Sheet " (425)251--8782 FAX Checked � _- 1"=40' `t�_ r- n o Approved Verticot co CIVIL CIVIL ENGINEERING, LAND PLANNING, N/A <Ft {; � ��ti'� SURVEYING, ENVIRONMENTAL SERVICES Dote 11 6 —l8 —. of P:\18000s\18943\engineering\SEPA\18943--g.dwg 11/5/2018 9:37 AM 1.D0 Mz CITY OF FEDERAL WAY FIRST REVIEW FOR PANATTONI FEDERAL WAY Ill OWN �V RJ� 9 9 E 9 9 9 R 9 ctlj . ... .... .... .. . . 240,58 Ln 242.39 T cD -o Ln + _qn n L x Q C) Ln + 245.08 242.18 '0 V) M ;o 0.- 246.73 )oLn 7 Z5 242.01 < M po Z rn rn A. z 249.49 k z rn .... ... . ... + rn On' 251.78 242.42 Ln C) (A M: 0 > 254� 17 r nq 0 tn > - - ---- ---- _j -'t 242.62 > M tn M r'll-,t rn ;z ;D P-0 r Lr 256.81 z - ------------ 242.82 A rn z rn 259.97 z rn 247.00 263.58 247.00 267.16 247.00 270.69 247.00 - ------------- . ........ 272.32 247.00 27106 247.00 273,27 247.00 271.34 247.00 264.20 247.00 257.01 247.00 _7 --- ------------- ---- -------- ----- -- - 252.03 !'n rn �6 -0 0 4� 4 0 -4 cn + Z'0 0- z 0" G'Sorn rn 4* a) :C ;o + Ln 9 0 Ln r- rn 0 238.98 241.58 > r- M 241,47 242.53 M 0 24144 245.44 0 z Cb 4- 246.51 247.00 a) to 249.99 247.00 254.39 247,00 256.66 247.00 258.49 247.00 260.58 247.00 263.19 I. 271.88 247.00 272.68 247.00 272.61 247.00 271.91 247.00 271.45 wo Ln 0 v . �u 0 z W 0 0 am amm U + 265.55 0 246.25 1> 264.93 P to zil M + tA M M 246.16 ... . .. ..... rn OD 257.79 1K, i&2- 115 x x 1 Job Number Scole: HA& I Designed JUT •18215 72ND AVENUE SOUTH 18943 KENT, WA 98032 11 Drown JT Horizontol (425)251 -6222 Checked __C_P_ 1"=40' Sheet (425)251-8782 FAX 0 0 Approved VP_ Verticol CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES'] Dote jjj6.Ll8:' E N G C5 I _t3 of 1 - --- - -------- P:\18000s\l 8943\engineering\SEPA\l 8943-gp.dwg 11/5/2018 9:38 AM LDO M M iE 0 5K>� M2F 0C 011 En 22 > M x 02:01 > 2 C 0 z > 1 I 11/6/18 LD WED CP CITY OF FEDERAL WAY FIRST REVIEW No. Dote By Ckd. Appr. I Revision TdIe.. F-10 0' R C11 A F-MNATTONI FEDERAL WAY 0 20 40 80 SCALE: 1"=4iCAH=0R1#i it 2.5 5 10 BEETS SCALE: 1-=AVEiRiii mo nR nm Eg� NE K-2 0+00 1+w PROPOSED DETENTION POND SECTION - SCALE. 1"=40'H. 1"=5'v. \ CS 09, TYPE I W/ STANDARD GRATE -RIM = 241.50. IE 238.00 (12"SE) TOP OF VAULT=240.0 :5 MAX WATER SURFACE=238,5 STATIC WATER SURFACE=228,,0, lit BOTTOM OF VAULT=227,0 + CN VOLUME REQUIRED: 40,300 CF VOLUME PROVIDED: 43,470 CF CPEP 50% TOP OF P OND=225.0 MAX WATER SURFACE=224.0 ,---STATIC WATER SURFACE=220 0 CONTROL 87KC7M, TYPE 2-`, BOTTOM OF POND=219.5 W/ SOLID LOCKING LID +/ 25.00 RIM 2 VOLUME REQUIRED: 40,900 IE 218.08 (12" S) VOLUME PROVIDED: 47, IE 219.00 (12" E) 2W 2 El 2 S) *0 *001 :2E) 8 _0 0 YAR[) DIRAIN, L LID , C W1 SOLID LOCKING LID �j 3 LF 15" i1 CEP RIM 'S 00 SO 0 0.50 `1! IE w 218.0000 (12" E) + DISPERSION TRENCH [E=218.0 rj 15 LF 12" CPEP SID 0 0.50% CIS V, TYPE 2 52 LF 12" CPE -"�W/ SOLID LOCKING LID 07F 20.0 0 RIM = 225.00 W/KIPKA SD 0 0.50% IE = 218-08 (12" SE) PROTECTION 5 LF 12" CPEP IE = 219.00 (12" N) /;/" �-Z.:, - 5 LF 18" CPEP IE = 218.08 (12- W) SD @ 2 1. 14, SD 0 10.25 IE=220.0 23 LF 12" CPEP t�ti car W/RIPRAP 111c, PROTECTION 1 MODULAR WETLAND 00 MWS-L-4 13 + RIM = 242.62 " "I I LF 12" CPcP 0 If = 228.24 (12NW CB IE = 227.74 (12" S),'I`�' SD 0 8.767. #0 TYPE 2 A 42 LF 12" CPEP CS #A TYPE 2 W/ SOLID LOCKING LID RIM SD 0 1.987. 173 LF 12" CPEP W/ SOLID LOCKING LID IE = 218.92 (12" NE) SD 0 5.00% HIM = 241.81 IE = 227.57 (12" N) IE 218.92 (12" NW) Rm, IE 227.57 (12" SW 'P MR MA RRM Em EFR Km RM CALL BEFORE YOU DIG A WNIMUM OF 48 HOURS PFHOR TO ANY EXCAVATION 811 cj) z 3c c LLJ .0 0 Li'4) V) LL w c() 0 cc w LLJ LA_ z ir w 0 a_ LL U- z 0 z 0 z Z 0 c; z 0 0 z a. :2 uj 0 Z 0 - do 0) 0 w w z M < CL z 0 QL co W cr W co 00 0 U- 12' GRAVEL ACCESS, 2W PROPOSED _ RETAINING WALL 235 230 PROPOSED GRADE 230 AT SECTION LINE 5TA: 4+07.40 EX. GRADE AT PROPERTY LINE SECTION LINE STA: 3+92.05 12" CPEP SD 225 F -------- 225 4 PROPOSED' RETAININGWALL-WALL ETAINING 'WALL Stk 3 +5 9. 5 2M 18CPEP D .0 220 T F P EX., GRADE,'AT -5ECTIO N IINIE, . ....... 2Z PROPOSED GRADE AT 'SEC,_ NLINE . Z5 "o o Ln to 0 (D C> 01 Ln to [--to c� so - . -0 '9 -o j cq 0') cv CIA c%4 u60; �6 0; CN CN I - C"i c"! c\j ON[ I - C14 CIS! . r_1 oq C,4 w oq n cli c"! CN CIS# 04 1+75 2+00 3+00 4+00 4+75 PROPOSED DETENTION POND SECTION D-D SCALE: 1"=40' H. 1 '= 5' V. RESUBMil"FiFED 14UV 07, 20111",1 (jrrY OFF'EDHIAL ViAY 0QM.MUNr7'Y ?" L / WAS,y 4, ,p 3 375 /STt L I 1/fi/2n tU B b -0 c 0 N 0 00 c c > 0 V) LAJ D z V0 Z %I; V)L.LJ 0) LLJ - x 0 Z z <> .0 Ca (N 00 0 00 CN h 9 0) (D 00 o:: LJ < CN1 1 Lj < uj ZZ (5 Lo In 0 Z al z j,00 LLJ LAj N z > 00 LAJ (N CN = W Ict 14t > --% 0 (N '107 0 3: C 61 ip z Lu is < PERMIT NO. 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Appr. Revision FOR IP NATTONI FEDERAL WAY A PANATTONI rtEDERAL WAY �irORTION OF SW1/4 OF SE1/4, SECTION M TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M. CITY OF FEDERAL WAY, -ONG COUNTY, WASHINGTON 2 #W Hoon W" 4xiRwR mm Sze PUBLIC wojk�" in 1, CAT0,4 SASINSSHALL BE CONSTRUCTE IN CCOP Uoa,�S DQ�;DANCE W C478 (AASHTO M 99 Cago SE SHOW PLAN',u� OR NOTED IN THE WSD07/APWA STANDARD SPECIFIC N3 AN ACCEPTABLE ALttRNATfVr T6 PFRA9 wri hrA va" 3, ALL RCLNPORCED CAqT_jN_ptAcE CoNCpETE,SNALL BE 6' R1SERSEtTU)N wss 4, PRECASI�,WES, PU' BE SHALL 'NISHED WITH CUTOUTS 5 0 "1 I(NOCKOUTS� Kf , . 'k OUTS SHALL HAVE A WALL THtm , NESS, Or 2- MISL ALL PIPE $1HAL1, 13C INSTA ) it j FACTORY ,LLEt PROVIt)CO KNOCKOUTS, UNUSED KNOCKOUTS NEED NOT BE GROOM IF WALL IS LEFT INTACT, 5, KNOCKOUT OR tUTOiJT HOLE SIZE IS EQUAL TO PIPE, ELITE GIAM, 1`'LUS CATS BASIN' WALL THICKNESS, 6- ROUNO KNiOMOUTS MAY 6E'ON ALL 4 SIDES, WITH MAX DIAM. OF, 2,0*. KNOCKOUTS MAY BE FjTHE0 kOUNO OR ;;rj" SHAPE 7, THE MAX, QEPTH FROM THE flKISHED GRADE TO, THE PIPE INVERT is Cyr THE TAPER ON 'THE $lDES OF THE PPE(A§t SASE SECTION, AND RISER SECTION SHALL NOT EXCEED 1/2!/FT, 9 CATCH BASIN FRAME AND GRATE $HALL, BE IN ACCORDANCE WITH STANOARD $1PECIFICATICINs A$jt) MET' THE 5TRENO Tk REQUIRCMENTS'OF FEDERAL 'SPECIFICATION RR-F-6,2.10, MATING SURFACE"$HALL, BE FINISHEO TO ASSURE NON-PWKING PIT WITH AP"' COVER POSITION, 110. FREE AND rPATE MAY 01", IRSTALLrD WITH ILANGE, DOWN OR CA$T IN)() RISER, 11. EDGE Of ftr,,,L'R ORA BRICK SHALL NUT BE MORE THAN 2" FRO14 VERTICAL WOE OF CATCH BASIN WALL PREqnT SkSE SCCM�j ""mr) AT THL TOP #3 PAt? EAC" WAY *00 ...... . ... JULY 2014 CATCH BASIN TYPE I DWM NO. 4-1 STANQAFK) NOIES FOR GRAVITY SEWER 9ONSTRLIC110N.- 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE STANDARDS OF LAKEHAVEN UTILITY DISTRICT AND WASHINGTON STATE DEPARTMENT OF TRANSPORTATIONIWASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION (WSDOT/APWA) "STANDARD PLANS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION," LATEST EDITION. 2. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES THAT MAY BE AFFECTED BY THIS WORK AND SHALL NOTIFY APPROPRIATE UTILITY COMPANIES TO FIELD -LOCATE THEIR FACILITIES BEFORE STARTING ANY EXCAVATION, IN ACCORDANCE WITH RCW 19.122. 3. CONNECTIONS OF NEW MAINS TO EXISTING FACILITIES SHALL BE TEMPORARILY SEALED OFF UNTIL AFTER UPSTREAM CONSTRUCTION IS TESTED, CLEANED AND ACCEPTED. ALL CONSTRUCTION DEBRIS AND WATER SHALL BE REMOVED PRIOR TO OPENING THE SEAL, WITHOUT FLUSHING THE DEBRIS DOWNSTREAM, 4, GRAVITY SEWER PIPE MATERIAL SHALL BE AS SHOWN ON THE PLANS, WHICH WILL BE ONE OF THE FOLLOWING AND NOT NECESSARILY INTERCHANGEABLE: • POLYVINYL CHLORIDE (PVC) ASTM D-3034, SDR 35 (4"THROUGH 15") OR ASTM F-679, SOR 35 (18"AND LARGER) • POLYVINYL CHLORIDE (PVC) AWWA C-900, DR-18 (4"THROUGH 12") OR AWWA C-905, DR-18 (14"THROUGH 36") • HIGH DENSITY POLYETHYLENE (HDPE) ASTM F-894, WITH GASKETED JOINTS • DUCTILE IRON ANSI A21.51/AWWA C-151, MINIMUM CLASS 52, EPDXY -LINED WITH PROTECTO 401-CERAMIC EPDXY 5. CRUSHED SURFACING TOP COURSE (A.K.A. 5/8-CRUSHED ROCK) SHALL BE USED FOR PIPE BEDDING FOR RIGID AND FLEXIBLE GRAVITY SEWER PIPE. THE MATERIAL SHALL BE PLACED UNDER THE PIPE TO A COMPACTED DEPTH OF 4"(FOR 27-AND SMALLER PIPE), AND TO A COMPACTED DEPTH OF 6° (FOR PIPE GREATER THAN 27"). THE MATERIAL SHALL BE PLACED 6" OVER THE TOP OF FLEXIBLE PIPE AND TO THE SPRINGLINE OF RIGID PIPE, TO ASSURE UNIFORM SUPPORT, THE MATERIAL SHALL BE CAREFULLY WORKED UNDER THE PIPE HAUNCHES WITH A TOOL, CAPABLE OF PREVENTING THE FORMATION OF VOID SPACES AROUND THE PIPE. 6. ALL TRENCH BACKFILL SHALL BE COMPACTED TO 95% OF RELATIVE DENSITY, OR GREATER IF SO SHOWN ON THE PLANS OR OTHERWISE REQUIRED BY THE ROAD AGENCY HAVING JURISDICTION, FROM THE BOTTOM OF THE EXCAVATION TO THE SURFACE. DEVELOPER SHALL BE RESPONSIBLE FOR ALL COSTS INCURRED FOR COMPACTION TESTING. 7. TRENCH BACKFILL SHALL BE COMPACTED PRIOR TO TESTING SEWER MAIN PIPE, AND SIDE SEWER STUB(S) SHALL BE AIR TESTED AT THE SAME TIME AS THE SEWER MAIN. 8. MANHOLES SHALL CONFORM TO WSDOT/APWA STANDARD PLAN B-23A, TYPE 1 OR TYPE 2 WITH ECCENTRIC CONES,, AND INCLUDE 1-INCH GALVANIZED DROP SAFETY STEPS OR POLYPROPYLENE SAFETY STEPS (LANE INTERNATIONAL CORP, PART NO. P-14938) AND AT LEAST ONE (1), AND NO MORE THAN FIVE (5), FOUR -INCH (4") HIGH ADJUSTMENT RINGS BELOW THE FRAME AND COVER. ALL MANHOLE EXTERIOR SURFACES SHALL RECEIVE A PROTECTIVE COATING OF BITUMINOUS COAL TAR TO A MINIMUM THICKNESS OF 50 MILS, APPLIED AT THE FACTORY. WHERE NOTED ON THE PLANS, MANHOLE INTERIOR SURFACES SHALL RECEIVE A CORROSION PROTECTIVE EPDXY COATING OF: • POLYSHIELD SS-100@(BY SPECIALTY PRODUCTS, INC. (LAKEWOOD, WA); 50 MILS MINIMUM THICKNESS); OR • RAVEN@405 (BY RLS SOLUTIONS INC. (OKLAHOMA); 100 MILS MINIMUM THICKNESS). ALL COATINGS SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 9. MANHOLE FRAMES AND COVERS SHALL BE CAST IRON, WITH THE WORD "LAKEHAVEN" CAST IN THE TOP, SHALL WEIGH 140 TO 150 POUNDS, AND SHALL HAVE A SINGLE 1-INCH LIFT HOLE FITTED WITH ONE %" X 3" GALVANIZED CARRIAGE BOLT WITH BURRED END TO RETAIN THE NUT AND A FLAT WASHER TO ALLOW FOR 1" BOLT TRAVEL. COVERS SHALL BE 25" IN DIAMETER. 10. CONCRETE COLLARS REINFORCED WITH WIRE MESH SHALL BE INSTALLED PER DISTRICT STANDARD PLAN WHERE SHOWN ON THE PLANS. 11. MANHOLE CHANNELS SHALL BE PRODUCED TO THE FULL DEPTH OF THE ASSOCIATED PIPE DIAMETER AND TO A WIDTH NO LESS THAN THE OUTSIDE DIAMETER OF THE ASSOCIATED PIPE AND NO MORE THAN 36-INCH IN EXCESS OF THE OUTSIDE DIAMETER OF THE "ASSOCIATED PIPE. MANHOLE CHANNELS SHALL HAVE A SMOOTH FINISH. TO MINIMIZE TURBULENCE, SIDE CHANNELS FROM INLET PIPELINES SHALL BE CURVED TOWARD THE OUTLET PIPELINE TO PROVIDE A SMOOTH LAMINAR FLOW TRANSITION FROM ALL INLET PIPELINES TO THE OUTLET PIPELINE. CHANNEL MATERIAL SHALL BE A SHRINK -RESISTANT GROUT MIX, USING 6SACKS PER CUBIC YARD PORTLAND CEMENT AND 7/8" GRADED AGGREGAii FOR GRAVITY SEWER SYSTEMS 15" AND LARGER, PREDLO MANHOLE LINER SYSTEMS BY PREDL SYSTEMS NORTH AMERICA, INC. (BURNABY, B.C.) SHALLAE UTILIZED FOR CHANNELS, FLOORS AND PIPELINE CONNECTION SYSTEMS FOR MANHOLES, 12. MANHOLE SHELVES SHALL HAVE A BROOM FINISH, AND BE SLOPED Y2-INCH TO 1-INCH PER FOOT TOWARD THE CHANNEL ETHA FOAM 220 NEW UTILITY PIPE (ON -SITE ONLY) MINIMUM CLEARANCE DETAIL NOT TO SCALE NOT TO SCALE 7" C1nkJnA/,Trn m I PAVEMENT WIDTH 12 1Z2 5 1 2% 1 R 1/2" R 4 1/41t 10\ 5% o 4 4 _T Q0 4 4 04 18" (ON —SITE ONLY) CURB AND GU17ER DETAIL NOT TO SCALE r% A BNEFORE YOU DIG A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVAnON 811 r R c. U- 1 1�,,Vjd--D NUIN 01 7 2018 CIS OF' FF.DE'RtkL WAY r-,oM,MUNrrY DEEWELOPMEla �9: c u-i 0 cr_ I- V) C-1 cr_1 uj 0 ui U- LA_ 0 0 0- CL CL ui Li Im 6 z q io >_ 0 z cl) cr ILU w 0 cr a z 0 uw z LL 0 z CZ 0 Z� P-71 p (L 0 co) cv) Z ill to cj) 0 Z 0 co 0 < W z 2 z 0 a' (L 0 F No" . W (o W > CC W cr) Do 0 0) WAS,7 0 38375 0,- /sTt S�NAL 11,16/201 ■ uj Zz 5 z X • Z u_j V) a. 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M 0 C:) M M r- in M to 0 O0 0 Z M 0 Z _�l M rC 0 J0 co > M r') M 0 4, 0 (/) M 0 M 0 C) cn 0 n 0 > Z M cn Ln -0 0 r") M Z Z Z M 0 U) 0 0 2 6,0 LNT), 0 Job Number G V4 A Scale: Designed 18215 72ND AVENUE SOUTH 18 90"14 01"' 0 KENT, WA 98032 Drawn NO Horizontal (425)251-6222 1"=50' Sheet <'> (425)251-8782 FAX Checked OBH 0 (P C9 CIVIL ENGINEERING, LAND PLANNING, Approved QQH Vertical 13 1'I& E Gklk- ti� SURVEYING, ENVIRONMENTAL SERVICES Date 2Z13Z18 PANATTONI DEVELOPMENT COMPANY No. I Date I By I Ckd, Appr. Revision Me: BOUNDARY & TOPOGIRAPHIC %'03"URVEY PTN OF THE SW1/4, OF THE SE1/4 OF SEC. 20, TWP. 21 N., RGE 4 EAST, W. M. CITY OF FEDERAL WAY, KING COUNTY STATE OF WASHINGTON File: P:\18000s\18943\survey\18943-T001-SHEET 2.dwg Date/Time; Feb 14, 2018 - 12:06pm Scale: 1"=50' ohille Xrefs: 18943bdy.dwq r # j y F fir 44, { v #I 1 d ! i J f f J j 1 j jr rt JJ Jr t e { mn t tLn eco ,< f E 1 fjj� jJ/ o f J I mne t f , try \ �f C1 0 Q. Q W O N O Q 4 = e-r C3 00 czs too too � t p 't go Ln 0000 >iD: o O c (D' X a :3` r- to �O > 0;1 cta ci> rn BE M 7r `g X x X X ., Number o_ s.18215 ♦ 72ND AVENUE --Jl- 18943 I� t i, Drown Sheet (425)251-8782 FAX Checked CP Approved- s 601 CIVIL ENGINEERING,PLANNING SURVEYING, ENVIRONMENTAL SERVICES Dote jj-Z-6/-18 S F�s9 a -d A cn 7 ate' � ''' � / • t '' -• = ,r (j v a �t ff1 -•. n � ': � n •CITY OF FEDERAL D. .. r. P:\18000s\18943\exhibit\18943—TT.dwg 11/6/2018 2:29 PM LDo CWURRENa�lr PROPOS D SITE PLAN cz FF7/7-/-: F// CD CO S6-WER 10'_0" 2 \f CL Lo Cf) 616.95' N88 15,11-11M'151 I T i C\i I< C) FUTURE BLA LINE X X X C> 5,153 SF TOTAL: PREVIOUSLY PROPOSED 654.36' N8836'1 6"W INTRUSIONJ AREAS, REMOVED 6' —7 FUTURE 7 BLA LINE EXISTING X TELEPHONE POLE 0 TO BE REMOVED 0—_ 0 0 200.00 N88'36'1 6"W 0 kw 0 "x100,STREAJ ' M _l /6 � 1-1 X 0 0 0 0 SET -BACK Al 0 0 PROP, ED STREAM BUFF R INTRUSION A� EXISTING LI �0 TELEPHONE POLE TO BE 0 Q cli RELOCATED I C) A ............ 'U2 "PA" C.) PfROPOSED LO C-4 BUILDING FQQTPRINT 4 40r0000k7l., CONSTRUCTION TYPE: 11113 OCCUPANCY TYPE-Alt-1 6 4 :Z REMAINING SITE LIGHTING TO W1 B ACCOSORY 11,1 Y Q) j'_-BE,,QN BUILDING EXTERIOR. ';N SEE -ELEVATIONS. NOT A FIART C�011 L0 10' 50 �41v' -0- 0 ATE AS 000 F REL NCL SURE 00 ? eo (D Lo 200.00' N88'36'1 6"W 4L APPROX STREAM RET TIO\ OND LOCATION .00C�D F 3 0) FUTURE (BLA LINE APPROX EDGE 44 0 OF WETLAND, _V/_ p AR TYP e, N 2 '4 A 10, L........ 746.32' N88*32'50"W NORTH VICINITY MAP PROJECT INFORMATION ZONING INFORMATION PROJECT SCOPE: NEW BUILDING 1. Jurisdiction: FEDERAL WAY, WASHINGTON 8. PROJECT ADDRESS: 1019 S 351st ST 2. Present Zoning: CE — COMMERCIAL ENTERPRISE S 344TH Sr FEDERAL WAY, WA 98003 3. Comprehensive Plan Designation:CE — COMMERCIAL ENTERPRISE BUILDING OWNER: NEUMEIER ENGINEERING, INC 22610 88TH AVE S 3. Projected site use requires: NO ACTION KENT, WA 98031 (253) 854-3635 4. Use Zone Adjacent Lots: N, E & S CE S 348TH ST W SE PROPERTY TAX NO.: 202104-9027 5. Special Regulations Applicable: ARCHITECT: SYNTHESIS PLLC A. Shoreline Management Act Yes X No 12503 BEL—RED ROAD, SUITE 101 Setback required see Al. 1 & civil dra!6� 9. BELLEVUE, WA 98005 B. Flood Plain or Waterway Yes No (425) 646-1818 C. Airport open use/glide path Yes No S 352ND ST CONTACT: RANDY BROWN D. Storm Water Retention/Run—Off Yes No E. Fire Lane Requirements 26' min lire apparatus access PROJECT STRUCTURAL: SHUTLER CONSULTING ENGINEERS 1—5 LOCATION 12503 BEL—RED ROAD, SUITE 100 6. Setbacks BELLEVUE, WA 98005 Required: Front Yard 20' Rear Yard 15' 99 (425) 450-4075 N,,l 1 0 S,*Idp yCr�,4 15' S Side Yard S 356TH ST CONTACT: JOHN HEADLAND 15 7. Easements, Vacations, restrictive convenants as applicable: SEE CIVIL DRAWINGS .FEDERAL WAY WASHINGTON 21" EXISTING _�N TELEPHONE POLES, TO BE RELOCATED EXISTING TELEPHONE POLES, TO RELOCATEC -0 0 EXISTING HOUSE 0 OVER PROPERTY LINE EXISTING TELEPHONE POLES,, TYP NOT A PART Sr rE, KAN A OVAL ]Pw,111rWt b . ........... . unlGa NORTH SITE PLAN 0 25' 50' 100, 150' SCALE: 1" = 50'—C," 6=r=%M0=N?MMMM'� 1 50) SITE DATA, Parking SITE AREA 688,167 SF Building Shell (Office space area is speculative) USABLE SITE AREA 220,557 SF Office 5,000 SF 1 Stall/300 SF 16.7 Stalls USABLE SITE COVERAGE 35.7% Office Mezzanine 5,000 SF 1 Stall/300 SF 16.7 Stalls GROSS BUILDING FOOTPRINT 78,845 SF Manufacturing 73,845 SF 1 Stall/1,000 SF 73.8 Stalls GROSS BUILDING AREA 83.845 SE OFFICE (1st Floor) 5,000 SF Parking Stalls Required 5 Accessible 1 Van) 103 Parking 107.2 Total + 2nd Floor OFFICE 5,000 SF Parking Stalls Provided 5 Accessible (2Van)103 Parking 108 Total MNFG/WHSE 73,845 SF DOCK —HIGH DOORS 13 2 Standard: 82 SIZE: 9'-0" x 19'-0" Compact: 26 (25% Max) SIZE: 9'-0" x 15'-0' GRADE I DOORS 3 Total Site Area 688,167 SF NEW LANDSCAPING Parking Lot Landscaping Required: 22 SF x 108 stalls 2,376 SF Parking Lot Landscaping Provided: 2,514 SF EXISTING, LANDSCAPING TO BE CLEARED ON USABLE SITE RETAINI!qG WALL, PER CIVIL 12503 Be[ -Red Road, Suite 101 Bellevue, WA 98005 p 425 646 1818 f 425 646 4141 NEUMEIER ENGINEERING, INC 22610 88TH AVE SOUTH KENT, WA - 98031 TILT 348 1019 S 351ST ST FEDERAL WAY, WA - 98003 ................ RELEASE FOR: SEPA RESUBMITTAL .......... I ......... TITLE: SITE PLAN DESIGNED BY: RW REVIEWED BY: APP D BY: DATE: 05 07 2018 AR 313* 2018 ................ SHEET PROJECT NO: 201815.01.001 0 2017 SYNTHESisPLL0 b W Tt x D Q --i ;7 D to z o T) z to D --I to W Z tfy T# Tr <0rTraizr0MTr0 momoxtQQ zDCV) r K At1 O - Dc7Gi C)oar G7o O `n* a) A -iOno' 'O�F �}z ;C3--iAMMF- rTl o �y D -A; TiC C �_3O-If}� CC OC;0 0Cx OO�7 AWoom TI0 � D -ITl -i O S Z X7 (= r rri r D to ._ o C Cp p r D Ti O O O O Tf O Z -C > ;o -i W S r Arn e',�i�N a -I -I -{ r�rl 1 S Y Qi�1' ri �Ir®rtliq� `` srTt p z-t Zi :� � W 3L' �� S_ OZ t3Zp t�1 p D� Q'�A Z 0 o f)z<o UZ) [nW WC `�3C' Ot7 rn'-0 SOj r•111�- -roKOOOOMMMOT C) r�rCztM r�r rnA �=X O�SC)�Atn�"oZrn1WCZ 0-90SODA0- q -`o� ; �O- -io -+ -I DZ D =+Z� �-� �O D + ri S r_-ri0 iZ ; to rC t�tnc,a �t'TxT ?OO� XMZZW �,}OmC}_-fr*t�W o�}�CpWC. 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Revision Tdle: PRELIMINAR"if IRRIGATION DETAIL FOR PANATTONI FEDERAL WAY I f-% P:\18000s\18943\prelimincry\18943-pL,dwg 2/13/2018 7:40 AM JVARLEY NORTH EAST PARTIAL ELEVATION- S C, A LE: 1 / 16" = 1 '-0" OBLIQUE PROJECTION SEE ELEVATION FOR TURE PROJECTION 3 OBLIQUE PROJECTION SEE ELEVATION FOR TURE PROJECTION B Jl tCttIVIIVIi I V ur_ DESIGNED TO FWRC 19.115.060.2b REQ - METAL PANEL CANOPY I KELI55E5 NORTH ELEVATION OBLIQUE PROJECTION SEE ELEVATION FOR TURE PROJECTION f C o I- EAST ELEVATION l� SCALE: /'.6' = 1' 0„ OBLIQUE PROJECTION SEE ELEVATION FOR TURE PROJECTION 5 EST ELEVATION @_W SCALE: 1/16" = " PAINT / COLOR LEGEND PNT-2 (MEDIUM) SW 7668 March WindOBLIQUE PROJECTION SEE OBLIQUE PROJECTION SEE ELEVATION FOR TURE ELEVATION FOR TURE PROJECTION PNT-4 (ACCENT) SW 7020 Black Fox PROJECTION 4 6 PNT-5 (METAL) . PNT-6 (ACCENT) ® SW 6607 Red Tomato RECEIVED FEB 2 2 2018 COMMUNITY FEDERAL DEVELOPMENT 12503 Bel -Red Road, Suite 101 Bellevue, WA 98005 p 425 646 1818 f 425 646 4141 jfjjP ANATTO N I® D E V E L O P M E N T, L L C 900 SW 16th Street, Suite 330 Renton, WA 98057 B 02 16 2018 SEPA/PROCESS III A 10 30 2017 PRE —APPLICATION CONFERENCE ISSUE NO. DATE ITEM Digitally 71 4 REGISTERED signed by ARCHITECT Randy Brown FDate: 4LRANALL LEE BROWN WASHINGTON 201 8.02.1 9 12:4,1:36 -08'00' TILT 348 1019 S 351 ST ST FEDERAL WAY, WA - 98003 RELEASE FOR: SEPA/PROCESS III TITLE: ELEVATIONS DESIGNED BY: DRAWN BY: REVIEWED BY: APPROVED BY: DATE: 10 20 2017 SHEET NO: A4. 1 PROJECT No: 200902.07.105 SOUTH ELEVATION SCALE: 1/16" = . 6 SOUTH PARTIAL ELEVATION 0 8' 16' 32' 48' 1/16" = 1' © 2017 SYNTHES{SPLLC L 0 0-4U O z Lo CO NC) It U} O Cc00 ��N �w N 00 00® ro ry > , a `O 10 W (0 ;> Cl) LOLO N O It Q r Q O X 0 E 4 O i U � : m m 00 O C1.4 CD 0 t0O O Q0 L IJ cc c U) O W O O O _ _ � ~ z w Q w o v w N It LO CO Q z z z z w w ow w a O J W Z Q~� zCD UD o J w w 00 F- w z a_ (� CD ::D Cl) O ) O cXm z JO <o O I 0 U j .W._i W I w ry :^ C p ' O . U W O 1.y 0- Nt- N f( i 111 m cn w { { 3 { O { Q It ! ! 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W w �i W —� 0 W V`I,W W i`I'i .Y W W , W W W W W • 8 2 W IL W W •�'' B-11 Ll W W io4e w PROPERTY BOUNDARY 8-14 ; B-15 THIS SECTION MAPPED BUT NOT DELINEATED (DASHED LINE) wpo llllll,';�111 � OF �kff, ff.� f' Z-1 B-1 ss n r l y -tA + �iww B-3 I B$6 I W JI W V y5p.p' WETLAND BUFFER' I� g 1 W iU,= WERIND J LOCATED ON )g 1-8-2018 I :K ""'N \\ • / BIMNED OUT I- 1 wom FRAVE FW w/ ra+u foutmrom 5' BUILDING SETBACK J LOCATION OF ` PREVIOUSLY REMOVED STRUCTURES } LAKEHAVEN UTILITY DISTRICT ACCESS EASEMENT -A STANDARD 100' STREAM BUFFER 1 l LNE� 3' RIDE I / CATEGORY 1 190' WETLAND BUFFER \ \ \ \ \ 1, � /j/ / 142.5' WETLAND / BUFFER REDUCTION AN KtZw�� 1• PRELIMINARY INFORMATION Or W -------� I I I I r L NOT FOR CDNSTRTJ SOUNDVIEW CONSULTANTS, LLC. ASSUMES 5' BUILDING 0 LIABILITY OR RESPONSIBILITY FOR �- SETBACK ' CONSTRUCTION, IIviPROVEMENTS, OR _ ESTIMATES BASED ON THIS PLAN SET w ` o gN a w x Q O N DO CD N 00 z NQ O3111. •s.Q C'��W V m z � N z 0, ��z N 11� zo FE Y .may L DATE: 11 /06/2018 JOB: 1144.0012 BY: DS SCALE: SEE GRAPHIC SHF,F.T 1 OF 9 DRAFT FOR REVIEW PANATTONI FEDERAL WAY - PROPOSED PROJECT AND BUFFER ENHANCEMENT PLAN PROPOSED STREAM BUFFER INTRUSION (ORANGE DASHED LINE) --406 SF I I ADDITIONAL STREAM BUFFER ENHANCEMENT AREA 36,376 SF PROPOSED REINFORCED EARTH SLOPE TO BE PLANTED - (SEE DETAILS AND CIVIL PLAN SET) - AREA OF CURRENT BUFFER INTRUSION TO BE IMPROVED 1,814 SF STORM DRAIN AND SUMP PUMP pY, i W W i -H W W 2 W W W W ~ W w W W W W W ♦ W W W W w W W W eaiEG-W • W W r W W W W J J i OP W W W 142.5' WETLAND J W J J BUFFER REDUCTION (NOT A W W J I J W W\ W W J J J J W y R PART) STREAM Z (TYPE F) iJ J J W W i` J i i1 W t^L`IOHW W J w W W W y W r W 1• W� 7` JWWJ WETLAND W �J CATEGORY I" ^W, J J J •�. . � . � W W W W W . J W W C-1A u7 L DP y1� W`I,i i '�' W ♦ i W WI'W W V i 1 '♦ W W W W W W W t � 1 O Y W i W W W W W W i r A- —TA NW NORTH LAKEHAVEN UTILITY DISTRICT 10' SEWER ACCESS EASEMENT - B a U•, sL4 'N, rVfP 21N, RCE 1E PROPERTY BOUNDARY 'r 5' BUILDING r 1- SETBACK CRITICAL AREA / SIGN (150' MAX. ` SPACING) r � � SPLIT RAIL FENCE BUILDING �. 41LAKEHAVEN UTILITY r DISTRICT ACCESS i 3v ►� NONNIIgloo ' r � IT:;,, W W W W ryW�� w W ♦ W i W W W J W W W i i W W o LL W WW W • WIII i W.,IW .Y W WW i W 7 O r W W i I W W W W V' yY i W W W X , ' W W W W • W W W / CL 0 'Y 2' If`w PROPERTY BOUNDARY e-14 N. REMOVE INVASIVE PLANT SPECIES AND DEBRIS B-15 FROM BUFFER AREA AND REPLANT ALL EXPOSED SOIL AREAS WITH NATIVE TREES, SHRUBS AND of GROUND COVER (SEE PLANT SCHEDULE) 148,905 SF STORMWATER rri�i+ VAULT STANDARD 100' s STREAM BUFFER ''} l ��NE43' WIDE I CATEGORY 1 190' ri�� II�a WETLAND BUFFER 142.5' WETLAND ' F =�� BUFFER REDUCTION - CRITICAL AREA SIGN r (150' MAX. SPACING) AND SPLIT RAIL FENCE 5' BUILDING �— SETBACK MI sNOV CITY OF FE0 r ♦ jimuwrit Al 7-1 1 GRAPHIC SCALE ' '•-'00• PRELIMINARY % INFORMATION O LY NOT FOR CONSTRUCON SOUNDVIEW CONSULTANTS, LLC. ASSUMES NO LIABILITY OR RESPONSIBILITY FOR CONSTRUCTION, IMPROVEMENTS, OR ESTIMATES BASED ON THIS PLAN SET Im m 0 0 z N x h T C / z H] p- WLn cC w� a W Q Ln x DATE:11/06/2018 JOB: 1144.0012 BY: DS SCALE: SEE GRAPHIC SHFF,T 2 OF 9 DRAFT FOR REVIEW PANATTONI FEDERAL WAY -PROPOSED PROJECT AND BUFFER ENHANCEMENT PLAN -NORTH DETAIL PLAN REMOVE INVASIVE PLANT SPECIES AND DEBRIS FROM BUFFER AREA AND REPLANT ALL EXPOSED SOIL i t I AREAS WITH NATIVE TREES, SHRUBS AND GROUND COVER (SEE PLANT SCHEDULE) 11 1 � h 4. 5" BUILDING SETBACK SPLIT RAIL FENCE NW N C NOTE: INSTALL FENCE r - t E l i Z BEHIND BACK OF SPLIT RAIL FENCE ` ' ' ` NOT REQUIRED AT t r k „' �`. PAVEMENT THIS AREA RETAINING WALL ` CRITICAL AREA SIGN f r PROPOSED REINFORCED EARTH SLOPE . i; , r ` ; .' ' �; . •� (150 MAX. SPACING) TO BE PLANTED - SEE DETAILS 1: (ALSO SEE CIVIL PLAN SET) , ORIGINALLY PROPOSED STREAM BUFFER r / INTRUSION RESUBMITTED LAKEHAVEN UTILITY � °. NOV o 8 2018 DISTRICT ACCESS C11-Y OF FEDERAL WAY CQMM NITY DEVFI.QPMw .�' EASEMENT - A � Q 2$ 50 100 F ; ' ` •` 1 STORM DRAIN 1 ' ' `�- ��/ y . '� - •�•• •�• GRAPHIC SCALE AND SUMP PUMP 1 1"=50' � y "{ PRELI svHNARY INFORMATION ONLY j/ y BUILDING NOT FOR CONSTRUCTION IJ J II j f ti SOUNDVIEW CONSULTANTS, LLC. ASSUMES 11f NO LIABII.ITY OR RESPONSIBILITY FOR f CONSTRUCTION, IMPROVEMENTS, OR ESTIMATES BASED ON THIS PLAN SET SHEET MATCHLINE� C 0 z N ONcn r" c Zwz O F��+W✓✓i � � z O o cl) w" w Q w w � DATE:11/06/2018 JOB: 1144.0012 BY: DS SCALE: SEE GRAPHIC �% SHEET J OF 9 DRAFT FOR REVIEW PANATTONI FEDERAL WAY - PROPOSED PROTECT AND BUFFER ENHANCEMENT PLAN - SOUTH DETAIL PLAN soft 0000 WE C -1 A -' /1 l l I STANDARD 100' STREAM BUFFER CATEGORY 1 190' WETLAND BUFFER f 142.5' WETLAND 7 'BUFFER REDUCTION —N — CRITICAL AREA SIGN — (150' MAX. SPACING) SPLIT RAIL FENCE �� R' RI III nINC. RESUBMITTED NOV 0 8 2018 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT 0 Z5 50 100 GRAPHIC SCALE Y=5w PRELIMINARY INFORMATION ONLY NOT FOR CONSTRUCTION SOUNDVIEW CONSULTANTS, LLC. ASSUMES NO LIABILITY OR RESPONSIBILITY FOR CONSTRUCTION, IMPROVEMENTS, OR ESTIMATES BASED ON THIS PLAN SET m 0 O 00 z N p -� G1 z ° 0 �2 ° a �Q z� M 1- U C7 W Q w DATE:11/06/2018 JOB: 1144.0012 BY: DS SCALE: SEE GRAPHIC SHFFT T OF 9 DRAFT FOR REVIEW PANATTONI FEDERAL WAY - PLANT SCHEDULE NATIVE PLANT SCHEDULE w =5 ' 50% trees, 50% trees, 50% trees, o z� a� x o Z zw M N N p Q O N a0 zg N Q I Z m l N Z N N J¢ bb Jy A ° R w 1 4 N Y � O — Y 4 T Y' c� N z __ � J � O U "b w� a ^7 j cn E,`c .='^ w 2 v M z O N 00 C x z o� N I: zo �� Lz Z �Q�gr. w u F 100% 50% 50% 50% shrubs@ shrubs@ shrubs@ shrubs@ 50% cov'g 50% cov'g 50% cov'g ' 100% cov'g 100% I I shrubs@ 100% cov'g Plant Name Planting Areas Total Spacing Size Condition Planting Area Scientific Common Plant Status Buffer Enhance't Area - North East Buffer Enhance't Area - North West Buffer Enhance't Area - South Rein -forced Earth Slope -North Rein - forced Earth Slope - South Sq. Feet: 37,533 36,376 74,996 450 450 149.805 Trees Acres: 0.86 0.84 1.72 0.01 0.01 3.44 Abies grandis Grand fir , FACU 14 12 FACU 14 12 24 - - 50 10 -12 ft 10 -12 ft 3 - 4 ft Bare root Dry Bare root Dry -outer edges of buffer Bare root D .Ater macrophyllum Big leaf maple 24 3 - 4 ft Betula papyrifera Paperbark birch FAC 8 8 20 - - 36 8 -10 ft 3 - 4 ft DATF:11/06/2018 DRAFT FAR REVIEW PANATTONI FEDERAL WAY - PROPOSED BUFFER ENHANCEMENT PLANTING PLAN - NORTH AREA NATIVE PLANT SYMBOL LEGEND TREES ABIES GRANDIS FIR ACER MACROPHPYLLUM 00+GRAND BIG LEAF MAPLE BETULA PAPYRIFERA / ARK BIRCH PICEA CEA SITSITCHENSIS I SITKA SPRUCE PRUNUS EMARGINATA ! BITTER CHERRY PSEUDOTUGA MENZIESII / DOUGLAS FIR THUJAUJA PLICATA I WESTERN RED CEDAR SHRUBS CORNUS SERICEA l RED -OSIER DOGWOOD GAULTHERIA SHALLON i n+ SALAL LONICERA INVOLUCRATA l BLACK TWINBERRY MAHONIAAQUIFOLIUM/ TALL OREGON GRAPE POLYSTICHUMMUNITUM/ WESTERN SWORD FERN RIBES SANGUINEUM l RED FLOWERING CURRANT ROSA GYMNOCARPA / BALDHIP ROSE ROSA NUTKANA l NOOTKA ROSE RUBUS SPECTABILIS + SALMONBERRY SAL IX SCOULERIANA SCOULER'S WILLOW SAMBUCUS RACEMOSA RED ELDERBERRY SYMPHORICARPOS ALBUS SNOWBERRY SEED MIXES r r BUFFER SEED MIX THROUGHOUT BUFFER b ril AT ALL DISTURBED AREAS PRELIMINARY ' INFORMATION ON Y NOT FOR CONSTRUCT a SOUNDN71EW CONr- NOTES- PLANTING NO LIABILITY OCONSTRUCTIOESTIMATES BAS: PLANTING DENSITIES, QUANTITIES AND LOCATIONS MAY BE SUBJECT TO CHANGE BASED ON CURRENT SITE CONDITIONS. EXISTING NATIVE VEGETATION TO REMAIN. ALL DISTURBED AND BARE SOIL AREAS TO BE SEEDED _ WITH BUFFER SEED MIX. �4{r�4{ ►-11 � Orrery *•r fir, �y � �/7 ��' �141: R .► . elf �Tfii' — `� 'BSI!` ��- '*'"��"t� � �+►�� v +r��.►Limz ��i:icr �`� 1 r'al•+ � �r� 1I II W-r"AM NOR- m R. .11 kill 11c ►mod �?!♦R 'wN My Fla AS fig IM Im � � ��J��'�,":�i+i�..��rdl�iYl.`�0��'_'+ 1` s ' �A� .�: ►�i+ 1 II �S O � z w N w x as M N N O N a:)i w zQ 0m zW N W J> m b, O 8 GOB C N •t -J4-1 N �rwo N � V Cif J n - F G � F U j d C Z Z Q.) F O v O Ci G cn Sao c � i 0 0 i mm c a ¢a m c O z N C x H z 'r-A O W w dz O O .` ~ wQ] w Q w w H DATE:11/06/2018 JOB: 1144.0012 BY: DS SCALE: SEE GRAPHIC SHEFT 6 OF 9 DRAFT FOR REVIEW PANATTONI FEDERAL WAY - PROPOSED BUFFER ENHANCEMENT PLANTING PLAN - CENTRAL AREA NATIVE PLANT SYMBOL LEGEND TREES ABIES GRANDIS GRAND FIR ACER MACROPHPYLLUM + BIG LEAF MAPLE BETULA PAPYRIFERA / ARK BIRCH PICEA CEA SITSITCHENSIS l SITKA SPRUCE PRUNUS EMARGINATA BITTER CHERRY PSEUDOTUGA MENZIESII / DOUGLAS FIR THUJAUJA PLICATA l WESTERN RED CEDAR SHRUBS CORNUS SERICEA l RED -OSIER DOGWOOD +' GAULTHERIA SHALLON SALAL LONICERA INVOLUCRATA I BLACK TWINBERRY MAHONIAAQUIFOLIUM/ TALL OREGON GRAPE POLYSTICHUM MUNITUM / WESTERN SWORD FERN RIBES SANGUINEUM l RED FLOWERING CURRANT ROSA GYMNOCARPA / BALDHIP ROSE ROSA NUTKANAI ® NOOTKA ROSE RUBUS SPECTABILIS 0 SALMONBERRY SALIX SCOULERIANA SCOULER'S WILLOW SAMBUCUS RACEMOSA RED ELDERBERRY SYMPHORICARPOS ALBUS SNOWBERRY SEED MIXES p 1, yi ill BUFFER SEED MIX li ilr .I. THROUGHOUT BUFFER Ili lit it AT ALL DISTURBED AREAS 15 30 1 GRAPHIC tt-AM f 1 I i.=so. NOTES: PLANTING DENSITIES, QUANTITIES AND LOCATIONS MAY BE SUBJECT TO CHANGE BASED ON CURRENT SITE CONDITIONS. EXISTING NATIVE VEGETATION TO REMAIN. ALL DISTURBED AND BARE SOIL AREAS TO BE SEEDED WITH BUFFER SEED MIX. �� / /UU. U LLC. se + ■ z' a lra � ] .�.•.. �' �vo�-a fit' f�� •a ppip p `�o�i� Po'N�\ TER MATCHLI� r' BUFFER ENHANCEMENT AREA - NORTHEAST �— B1�� 71 E r �it,I - � �!u c: M L F sJ !' C) kTTl BMIT�E ov 1-8- s r' r"t/ERAt WAY Illy � I � Illjl l w 2 V V � 35 o zN w n ¢ x M N N Rl N DO Q O Z rn � ib ww J y d b ►y y � cG d,A Go o - � x f t7,1 N +, N N c' i; 5 �L � O V J � z z m U N a J C z o a� E v; z > �i 7 � O O N Ci M c O z N 00 zLn x Z�z 0 os o a J0 �Q � �� M � Q cl Q DATE:11/06/2018 JOB: 1144.0012 BY: DS SCALE: SEE GRAPHIC SHEET /] OP 9 :1 DRAFT FOR REVIEW PANATTONI FEDERAL WAY - PROPOSED BUFFER ENHANCEMENT PLANTING PLAN - SOUTH AREA NATIVE PLANT SYMBOL LEGEND TREES ABIES GRANDIS FIR ACER MACROPHPYLLUM oGRAND BIG LEAF MAPLE e BETULA PAPYRIFERA / ARK BIRCH P/CEA CEA SITSITCHENSIS l SITKA SPRUCE PRUNUS EMARGINATA BITTER CHERRY PSEUDOTUGA MENZ1ES11 / DOUGLAS FIR THUJAUJA PLICATA I WESTERN RED CEDAR SHRUBS CORNUS SERICEA I RED -OSIER DOGWOOD GAULTHERIA SHALLON SALAL LONICERA INVOLUCRATA l O BLACK TWINBERRY MAHONIAAQUIFOLIUM/ TALL OREGON GRAPE POLYSTICHUMMUNITUM/ WESTERN SWORD FERN ®RIBESSANGUINEUMI 0 RED FLOWERING CURRANT ROSA GYMNOCARPA / WEs� BALDHIP ROSE ROSA NUTKANAI ® NOOTKA ROSE SPECTABILIS ®RUBUS + SALMONBERRY SALIX SCOULERIANA SCOULER'S WILLOW RACEMOSA ®SAMBUCUS E RED ELDERBERRY SYMPHORICARPOS ALBUS ® SNOWBERRY SEED MIXES BUFFER SEED MIX THROUGHOUT BUFFER AT ALL DISTURBED AREAS f IO ONLY I N5T ION ON TANTS, LLC. A A RESPONSIBILITY ON, INIMVEMEN ATE5 BASED ON is Pl.r &or\ 1 /"� I� 4/ PLANTING DENSITIES, QUANTITIES AND LOCATIONS MAY BE SUBJECT Q-1 TO CHANGE BASED ON CURRENT SITE CONDITIONS. 22 , EXISTING NATIVE VEGETATION TO REMAIN. ALL DISTURBED AND BARE SOIL AREAS TO BE SEEDED WITH BUFFER SEED MIX. W W � /� �Y i T 6.-. MATCHLINE o cV yyi r 1� lAli op-, ■ a jl1 � [►' I� „ R► ►i►�i ��.GI► �%Jt� "►ram ►:i �--• SPLIT RAIL FENCE NGPA SIGN ES MITTED 08 2018 zs �ocn - � Z U N wO Zzs w a z � g= QM N N ¢ O N 00 i Zrn�m Ww Lo w c n cry _ ^4 � y N N O � m V � J F U H E c.i) c ` z a � � w o� M 0 � z N Gl z 0 ow W �¢ wz w�� o W W Q w � DATE:11/06/2018 JOB: 1144.0012 BY: DS SCALE: SEE GRAPHIC SHEET QV OF 9 DRAFT FAR REVIEW PANATTONI FEDERAL WAY - SITE DETAILS 11 TREE AND SHRUB PLANTING DETAIL (TYPICAL) NOT TO SCALE LOCATOR LATH (IF SPECIFIED) — SET TOP OF ROOT MASS / ROOT BALL FLUSH WITH FINISH GRADE OR SLIGHTLY ABOVE 3 to 4 INCH LAYER OF MULCH - KEEP MULCH MIN. 3" AWAY FROM TRUNK OF SHRUB NOTES: 1. PLANT SHRUBS OF THE SAME SPECIES IN GROUPS OF 3 to 9 AS APPROPRIATE, OR AS SHOWN ON PLAN. AVOID INSTALLING PLANTS IN STRAIGHT LINES TO ACHIEVE A NATURAL -LOOKING LAYOUT. 2. EXCAVATE PIT TO FULL DEPTH OF ROOT MASS AND 2 X ROOT MASS DIAMETER. SPREAD ROOTS TO FULL WIDTH OF CANOPY. SCARIFY SIDES OF PIT. 3. MIDWAY THROUGH PLANTING ADD AGROFORM TABLET AND WATER THOROUGHLY. 4. BACKFILL TO BE COMPACTED USING WATER ONLY. 5. WATER IMMEDIATELY AFTER INSTALLATION. UNDISTURBED OR COMPACTED SUBGRADE SPLIT RAIL FENCE DETAIL NOT TO SCALE T{PE - OR'm6QUA) g' ROUGH CEDAR r I 1 12' TO 35" 4"X4" ROUGH CEDAR POST Y I I (TRIANGULAR) REINFORCED EARTH SLOPE FACING DETAIL (PLANTABLE FACE FILL - SEE CIVIL DRAWINGS) NOT TO SCALE INSTALL PLANTS IN FACE OF REINFORCED EARTH SLOPE C350 TURF REINFORCEMENT MAT (TRM) INSTALL PLANTS IN FACE OF REINFORCED EARTH SLOPE OFFSET VARIES ` (6"MIN.) REINFORCED EARTH SLOPE FACING UNIT l (SEE NOTES 1 AND 2) 6" (MIN.) BOTTOM WRAP OF C350 TRM INSTALL PLANTS IN FACE OF REINFORCED EARTH SLOPE ` I NOTES. LOCKING TAIL STRUCT TENSAR BX1120 GEOGRID REINFORCED FILL 3" (MIN.) TOP WRAP OF C350 TRM EXTENDING BENEATH THE UNIT ABOVE MAXIMUM LIMIT OF TOPSOIL (SEE NOTE 3) SHALL NOT EXTEND MORE THAN 3" UNDER SUCCESSIVE FACING UNIT - TENSAR UNIAXIAL GEOGRID IN I ACCORDANCE WITH ELEVATION VIEW REINFORCED EARTH SLOPE CONNECTION (PULL SLACK OUT OF CONNECTION) 1 1. SEE REINFORCED EARTH SLOPE FACING UNIT DETAIL FOR FACING MATERIAL AND DIMENSIONS. 2. FACING UNITS SHALL BE CONSTRUCTED FROM BLACK STEEL. 3. TOPSOIL SHALL BE LOAMY SAND OR FINER GRADATION WITH 10% -15% ORGANIC CONTENT OR MATERIAL APPROVED BY A QUALIFIED LANDSCAPE ARCHITECT. 4. VEGETATION TYPE SHALL BE SPECIFIED BY A QUALIFIED LANDSCAPE ARCHITECT. THIN. v MIN. 12° DIAMETER SURFACING TOP COURSE (CSTC) POSTS ARE PRE -DRILLED FOR FENCE RAIL INSERTS 4' TO 6" ROUGH CEDAR RAIL NOTES: 1. POSTS AND RAILINGS ARE PRECUT FOR ASSEMBLY. 2. 3 RAILS ARE PERMITTED. 3. FENCES SHALL BE PLACED AT THE APPROVED BUFFER EDGE. LIVE STAKE PLANTING DETAIL NOT TO SCALE kIl1TCQ• 1. LIVE STAKES TO BE 1 TO 2 INCH DIAMETER 24 TO 32 INCHES LENGTH. 2. USE 1/2 INCH DIAMETER REBAR OR ROCK BAR TO MAKE PILOT HOLE. 3. INSTALL LIVE STAKES TAPER END DOWN WITH BUDS POINTED UP. 4. MINUMUM TWO BUDS ABOVE GRADE. 5. SET LIVE STAKES WITH DEAD -BLOW HAMMER. 6. WATER IMMEDIATELY AFTER INSTALLATION. STORAGE OF LIVE STAKES ALL WOODY PLANT CUTTINGS COLLECTED MORE THAN 12 HR PRIOR TO INSTALLATION, MUST BE CAREFULLY BOUND, SECURED, AND STORED OUT OF DIRECT SUNLIGHT AND SUBMERGED IN CLEAN FRESH WATER FOR A PERIOD OF Lu UP TO TWO WEEKS. C] 0 OUTDOOR TEMPERATURES MUST BE LESS THAN 50 DEGREES F AND TEMPERATURE Y 0 INDOORS AND IN STORAGE CONTAINERS w MUST BE BETWEEN 34 AND 50 DEGREES F. O w IF THE LIVE STAKES CANNOT BE INSTALLED DURING THE DORMANT 00 � SEASON, CUT DURING THE DORMANT n z SEASON AND HOLD IN COLD STORAGE AT TEMPERATURES BETWEEN 33 AND 39 DEGREES F FOR UP TO 2 MONTHS. 3' NGPA SIGN DETAIL NOT TO SCALE SIGN POST DETAIL PLASTIC SIGN WITH WHITE VE BACKGROUND AIL, BELOW TREATED WOOD POST WITH AT TOP CRETE TO DRAIN POST ETE COLLAR IEPTH CRUSHED ROCK NATIVE GROWTH PROTECTION AREA THIS WETLAND AND UPLAND BUFFER ARE PROTECTED TO PROVIDE WILDLIFE HABITAT AND MAINTAIN WATER QUALITY. PLEASE DO NOT DISTURB THIS VALUABLE RESOURCE, SIGN DETAIL RESUBMITTED NOV 0 8 2018 0TY OF FEDERAL WAY -LI-z:)e117YnGl Cj'°n- . =S Z� N Zw Y N N a O N W z F. F. Z Cn t00 00 w w 1 z� 3Ln7; �z N N W C rinn JLy o z N 00 cl z QI W O c� O� �� oW Q O O �J H W CM/) Q W Q r �w� o W Q cWa W w � DATE:11/06/2018 Jos: 1144.0012 BY: DS SCALE: SEE GRAPHIC SHEET J OF 9 DRAFT FOR REVIEW