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17-101596 PLANS
S 336TH ST SW CAMPUS DR s o Q 9 SITE S 348TH ST 691*01011 FEDERAL WAY, WASHINGTON VICINITY MAP N.T.S. LEGAL DESCRIPTION: (PER FIDELITY NATIONAL TITLE COMPANY'S 5TH COMMITMENT FOR TITLE INSURANCE, THEIR FILE NO. 20373652-416-416 DATED FEBRUARY 6, 2017 AT 8:00 A.M.) PARCEL A: LOT B OF CITY OF FEDERAL WAY BOUNDARY LINE ADJUSTMENT NO. 13-104768-00-SU, AS RECORDED UNDER RECORDING NO. 20131224900009, RECORDS OF KING COUNTY AUDITOR; PARCEL B: NON-EXCLUSIVE EASEMENTS AS GRANTED PURSUANT TO THE DECLARATION OF EASEMENT RECORDED UNDER RECORDING NO. 9208180718, IN THE RECORDS OF KING COUNTY, WASHINGTON; PARCEL C: NON-EXCLUSIVE EASEMENTS AS GRANTED PURSUANT TO THE DECLARATION OF EASEMENTS AND CONDITIONS RECORDED ON APRIL 24, 2000, UNDER RECORDING NO. 20000424000088, AS AMENDED BY THE RELEASE OF DECLARATION OF EASEMENTS AND CONDITIONS RECORDED ON FEBRUARY 19, 2009, UNDER RECORDING NO. 20090219001768, BOTH IN THE RECORDS OF KING COUNTY, WASHINGTON; PARCEL D: NON-EXCLUSIVE EASEMENTS AS GRANTED PURSUANT TO DECLARATION OF EASEMENTS AND COVENANTS RECORDED ON MAY 10, 2000, UNDER RECORDING NO. 20000510000678, AS AMENDED BY FIRST AMENDMENT TO DECLARATION OF EASEMENTS AND CONDITIONS RECORDED ON NOVEMBER 29, 2000, UNDER RECORDING NO. 20001129000245, BOTH IN THE RECORDS OF KING COUNTY, WASHINGTON SITUATE IN THE CITY OF FEDERAL WAY, COUNTY OF KING, STATE OF WASHINGTON. ALTA/NSPS LAND TITLE SURVEY A PORTION OF THE NE%4 OF THE SEY4 OF SEC. 19, TWP. 21 NORTH, RGE. 4 EAST, W.M. CITY OF FEDERAL WAY, KING COUNTY WASHINGTON RESERVATIONS AND EXCEPTIONS: (PER FIDELITY NATIONAL TITLE COMPANY'S 5TH COMMITMENT FOR TITLE INSURANCE, THEIR FILE NO. 20373652-416-416 DATED FEBRUARY 6, 2017 AT 8:00 A.M.) 1-2. FINANCIAL AND OTHER MATTERS BEYOND THE SCOPE OF THIS SURVEY. PLEASE REFER TO THE ABOVE CAPTIONED TITLE REPORT FOR FULL PARTICULARS. 3. LIABILITY FOR SEWER TREATMENT CAPACITY CHARGES, IF ANY, AFFECTING CERTAIN AREAS OF KING, PIERCE AND SNOHOMISH COUNTIES. SAID CHARGES COULD APPLY TO PROPERTY CONNECTING TO THE METROPOLITAN SEWERAGE FACILITIES OR RECONNECTING OR CHANGING ITS USE AND/OR STRUCTURE AFTER FEBRUARY 1, 1990. PLEASE CONTACT THE KING COUNTY WASTEWATER TREATMENT DIVISION, CAPACITY CHARGE PROGRAM, FOR FURTHER INFORMATION AT 206-296-1450 OR FAX NO. 206-263-6823 OR EMAIL AT CAPCHARGEESCROW@KINGCOUNTY.GOV * A MAP SHOWING SEWER SERVICE AREA BOUNDARIES AND INCORPORATED AREAS CAN BE FOUND AT: HTTP-/YOUR.KING000NTY.GOV/FTP/GIS/WEBWMC/UTILITIES/SERVAREA CITIES.PDF UNRECORDED SEWER CAPACITY CHARGES ARE NOT A LIEN ON TITLE TO THE LAND. NOTE: THIS EXCEPTION WILL NOT APPEAR IN THE POLICY TO BE ISSUED 4. NOTICE OF TAP OR CONNECTION CHARGES WHICH HAVE BEEN OR WILL BE DUE IN CONNECTION WITH DEVELOPMENT OR RE -DEVELOPMENT OF THE LAND AS DISCLOSED BY RECORDED INSTRUMENT. INQUIRIES REGARDING THE SPECIFIC AMOUNT OF THE CHARGES SHOULD BE MADE TO THE CITY/COUNTY/AGENCY. CITY/COUNTY/AGENCY: FEDERAL WAY WATER AND SEWER RECORDED: MAY 12, 1989 RECORDING NO.: 8905120210 SAID NOTICE SUPERSEDED NOTICE RECORDED UNDER AUDITOR'S FILE NO. 8106010916 5. RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON THE LAND HEREIN DESCRIBED AS GRANTED TO KING COUNTY BY DEED RECORDED UNDER RECORDING NO. 7402270419. 6. RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON THE LAND HEREIN DESCRIBED AS GRANTED TO KING COUNTY BY DEED RECORDED UNDER RECORDING NO. 8501170665. 7. INTENTIONALLY DELETED 8. INTENTIONALLY DELETED 9. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: RECORDED: JULY 07, 1989 RECORDING NO.: 8907070527 REGARDING: PROVIDING FOR DOMESTIC WATER SUPPLY AND SEWER SERVICE AND AMENDMENT THERETO: RECORDED: DECEMBER 18, 1989 RECORDING NO.: 8912180338 10. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: RECORDED: MARCH 26, 1991 RECORDING NO.: 9103260634 REGARDING: CONCOMITANT ZONING AGREEMENT 11. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: PURPOSE: STORM WATER DRAINAGE FACILITIES AREA AFFECTED: A PORTION OF SAID PREMISES RECORDING NO. 9208180718 (SHOWN, EASEMENT FALLS ACROSS SW CAMPUS DRIVE FROM SITE) 12. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: PURPOSE: SANITARY SEWER LINE AND STORM DETENTION EASEMENT AREA AREA AFFECTED: A PORTION OF SAID PREMISES RECORDING NO. 9602130591 (DOES NOT AFFECT SITE) AND AMENDMENT THERETO: RECORDED: JULY 15, 1999 RECORDING NO.: 19990715001476 (DOES NOT AFFECT SITE) 13. TERMS AND CONDITIONS OF "LICENSE TO ENTER PROPERTY" IMPOSED BY INSTRUMENT RECORDED ON APRIL 09, 1999, UNDER RECORDING NO. 9904091415. (DOES NOT AFFECT SITE) 14. DECLARATION OF COVENANT IMPOSED BY INSTRUMENT RECORDED ON JUNE 09, 1999, UNDER RECORDING NO. 9906090758. 15. TERMS AND CONDITIONS OF "LICENSE TO ENTER PROPERTY" IMPOSED BY INSTRUMENT RECORDED ON AUGUST 11, 1999, UNDER RECORDING NO. 19990811001952. 16. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: RECORDED: DECEMBER 22, 1999 RECORDING NO.: 19991222001602 REGARDING: PROVIDING SANITARY SEWER AND WATER DISTRIBUTION SERVICE AND AMENDMENTS THERETO: RECORDED: MAY 23, 2000 AND APRIL II, 2001 RECORDING NOS.: 20000523001110 & 20010411001544 17. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PUGET SOUND ENERGY, INC. PURPOSE: TRANSMISSION, DISTRIBUTION AND SALE OF GAS AND ELECTRICITY AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: APRIL 10, 2000 RECORDING NO.: 20000410000311 (SHOWN) 18. DECLARATION OF EASEMENTS AND CONDITIONS IMPOSED BY INSTRUMENT RECORDED ON APRIL 24, 2000, UNDER RECORDING NO. 20000424000088 AND AMENDMENT THERETO: RECORDED: FEBRUARY 19, 2009 RECORDING NO.: 20090219001768 (AFFECTS SITE. RECIPROCAL EASEMENTS FOR PARK ING/ACCESS/PEDESTRIANS/UTTLITIES AND DRIVELANES) 19. EASEMENTS, COVENANTS, CONDITIONS AND RESTRICTIONS IMPOSED BY INSTRUMENT RECORDED ON MAY 10, 2000, UNDER RECORDING NO. 20000510000678. AND AMENDMENT THERETO: RECORDED: NOVEMBER 29, 2000 RECORDING NO.: 20001129000245 (ACCESS TO WEST SIDE OF WINCO FOODS BUILDING TO NORTH) 20. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: LAKEHAVEN UTILITY DISTRICT PURPOSE: SEWER FACILITIES AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: SEPTEMBER 20, 2000 RECORDING NO.: 20000920001481 (SHOWN) 21. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: LAKEHAVEN UTILITY DISTRICT PURPOSE: WATER FACILITIES AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: SEPTEMBER 20, 2000 RECORDING NO.: 20000920001482 (SHOWN) 22. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: QWEST CORPORATION PURPOSE: TELECOMMUNICATION FACILITIES, ELECTRICAL FACILITIES AND GAS FACILITIES AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: OCTOBER 12,2000 RECORDING NO.: 20001012001095 (SHOWN) 23. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: THE CITY OF FEDERAL WAY PURPOSE: SURFACE WATER DRAINAGE FACILITIES AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: NOVEMBER 09, 2000 RECORDING NO.: 20001109000600 (SHOWN) 24. TERMS AND CONDITIONS OF COVENANT AND AGREEMENT TO MAINTAIN TRAFFIC SIGNAL FACILITIES IMPOSED BY INSTRUMENT RECORDED ON NOVEMBER 09, 2000, UNDER RECORDING NO. 20001109000601. 25. ALL COVENANTS, CONDITIONS, RESTRICTIONS, BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, OR SOURCE OF INCOME, AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW, RESERVATIONS, EASEMENTS OR OTHER SERVITUDES, IF ANY, DISCLOSED BY THE BINDING SITE PLAN RECORDED UNDER RECORDING NO. 20001120900005. THIS POLICY DOES NOT INSURE THAT THE LAND DESCRIBED IN SCHEDULE A IS BENEFITED BY EASEMENTS, COVENANTS OR OTHER APPURTENANCES SHOWN ON THE PLAT OR SURVEY TO BENEFIT OR BURDEN REAL PROPERTY OUTSIDE THE BOUNDARIES OF SAID LAND. 26. COVENANTS AND RESTRICTIONS IMPOSED BY INSTRUMENT RECORDED ON NOVEMBER 29, 2000, UNDER RECORDING NO. 20001129000246. 27. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: RECORDED: DECEMBER 27, 2000 RECORDING NO.: 20001227002809 REGARDING: PROVIDING SERVICE FOR A WATER DISTRIBUTION SYSTEM AND AMENDMENT THERETO: RECORDED; MAY 04, 2001 RECORDING NO.: 20010504000615 28. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: THE CITY OF FEDERAL WAY PURPOSE: RIGHT OF ENTRY AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: FEBRUARY 19, 2009 RECORDING NO.: 20090219001770 (SHOWN) 29. ALL COVENANTS, CONDITIONS, RESTRICTIONS, BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, BASED UPON RACE, COLOR, RELIGION, SE SEXUAL ;ORIENTATION, FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, OR SOURCE OF INCOME, AS SET FORTH IN APPLICABLE STATE OR FEDi::RAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW, RESERVATIONS, EASEMENTS OR OTHER SERVITUDES, IF ANY, DISCLOSED BY THE BOUNDARY LINE ADJUSTMENT RECORDED UNDER RECORDING NO. 20131224900009. THIS POLICY DOES NOT INSURE THAT THE LAND DESCRIBED IN SCI-:EDULE A IS BENEFITED BY EASEMENTS, COVENANTS OR OTHER APPURTENANCES SHOWN ON THE PLAT OR SURVEY TO BENEFIT OR BURDEN REAL PROPERTY OUTSIDE THE BOUNDARIES OF SAID LAND. 30. UNRECORDED LEASEHOLDS, IF ANY; RIGHTS OF VENDORS AND HOLDERS OF SECURITY INTERESTS ON PERSONAL PROPERTY INSTALLED UPON THE LAND; AND RIGHTS OF TENANTS TO REMOVE TRADE FIXTURES AT THE EXPIRATION OF THE TERM. 31. MATTERS RELATING TO THE QUESTIONS OF SURVEY, RIGHTS OF PARTIES IN POSSESSION, AND UNRECORDED LIEN RIGHTS FOR LABOR AND MATERIAL, IF ANY, THE DISPOSITION OF WHICH WILL BE FURNISHED BY SUPPLEMENTAL REPORT. RECEIVED APR 0 7 2017 CITY OF COM UNITY FEDERAL OPMENT SURVEYOR'S CERTIFICATION: TO: FEDERAL WA) COVENANT GROUP LLC, A NEVADA LIMITED LIABILITY COMPANY, EP FEDERAL WAY LLC, A NEVADA LIMITED LIABILITY COMPANY, NEVADA RE NANAGER LLC, A NEVADA LIMITED LIABILITY COMPANY, PACIFIC DENT4L SERVICES, LLC, A DELAWARE LIMITED LIABILITY COMPANY, STEARNS BANK, NATIONAL ASSOCIATION, AND FIDELITY NATIONAL TITLE INSURANCE COMPANY, AND EACH OF THEIR SUCCESSORS AND/OR ASSIGNS: THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MACE IN ACCORDANCE WITH THE 2016 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AN[ INCLUDES ITEMS 2, 3, 4, 5, 6(a), 8, 9, 11, 18 AND 20 OF TABLE A THEREOF. THE FIELD WORK WAS COMPLETED ON SEPTEMBER 11, 2016. DATE OF PLAT OR MAP: FEBRUARY 21, 2017. OWEN B. HILLE, PLS WASHINGTON REGISTRATION NO. 40016 a a Q Lid O� W � Q Z � W W O � = ll�_ 0 W LL O LL! 0 Z Z H > a W O J Z J �LL N O a 0 Z Z a O � c LL. J O r O a Lu E- c V ,�_ 0- D O cr J W o J W C W V r W W cf) J J _ = a V ago W W W n W o ir z v O Z a � _� Z O 0 W tit r �O oV LL 0 o N 0 U N U L N o > _ N 0' a 3 O 0 o U U o N 0 N > o N Q = LLJ 0 U I— ::D z zQ-- o Ld gV) Ld a Q z X Q ow W N gZ CD 00 CD � z 00 or) N Il- C-0 00 > [If z Q � I I zw Ln Lf) Lo , CN 0 w Ln L U(n L r N ' S_ E z o M L � w T _0 T ALTA/NSPS LAND T11A LE SURVEY - S 336TH ST N A PORTION OF THE NE%4 OF THE SE%4 OF SEC. 19, TWP. 21 NORTH, RGE. 4 EAST, W.M. CITY OF FEDERAL WAY, KING COUNTY WASHINGTON 30' ACCESS EASEMENT PER 20000510000678 I N P GHAV I (CONTINUES NORTH TO WEST SIDE OF WINCO BLDG) I` zI W 4T� "may S� SDMH W/ LADDER- \ n W o m< + 2 o I TYPE 2 (80� PARCEL D I 2 0 SW CAMPU % `�' 2" 32.a3 I � CD » RM=241.93 N 1 .0' I��I o S DR �, W o I 24 ADS E= 237.93 I -1 1•- o PARCEL C s°<,V� EQy 0 12' ADS S = 238.43 N AREA OF ACCESS TO SW '^cesG\N� ass rr CAMPUS DR VIA EXHIBIT "X" v W 232.83 33.44 \ m o » 24,X _ x 244.0s 15' WATER EASEMENT a-wv 20000424000088 12 ADS NW = 236.53 N W aQ 2 2aa9 0 0 18 ADS W = 236.83 Fwv O PER 20000920001482 9 Z 123295... \` 23344 �. N BOTTOM OF STRUCTURE = 232.78 �ao�G �' I �Q45.55 (COVERS ACCESS FROM NORTH SITE W � 23 Of �` %%% I " SIDE OF WINCO BUILDING ALONG S 348TH ST $ ii232 232. 233,37 233.56 33.9104 d `\ \ p1\� \ i ®2 .$1 242 23280 7 WEST SIDE OF WINCO BUILDING 2}2 33.35 P 233. \ \ " 4\5�C �' - G `. � N 3 7�2. x 23290 \ FppQ l x 4301 24254 24329 211, 46 244.'vv""ry/ 161 5 2 c MP 447 2 \tij x 42 x 234'59 x 232.84 3 } GQ T� RB - _ -_ / J\ / N 24 55 4 ,246:5 S 352ND ST 26s I >o v, �246.15 �v 3.95 14 .73 r 3� 2 . 4S 79 \\,, ' ( I 1 x (i3 2§9 2 ')45.04 ®2 24;. � 24589 .39®2 7.22 0 1 O 20 40 x 23275 1 .-" • T N{G 1 i `. 2a2. - 1 '1 Z _._ `�>.-. ' 245.66 24� - - _- 247.27 7 RI 242A6 - �232.72 i O FEDERAL WAY. WASHINGTON t2" c _ �.o �- x < 27 3 CB TYPE 1 S & =2 .72 � " �`E� � �� � RIM=246.88 SCALE: ■ 2 0' `'; x�232.37 ' .�.3' OT T� , .6 3 12" ADS S & N=242.88 v Nflill 1 1 rAmr 234.51 23>70 r 236 rg 23945 24066 O / N.T.S. BASIS OF BEARINGS: (NAD 83/91) NORTH 10'17'28" EAST, AS MEASURED BETWEEN CITY OF FEDERAL WAY HORIZONTAL MONUMENTS FW123 AND FW102. VERTICAL DATUM: NAVD 88 VERTICAL BENCHMARK: CITY OF FEDERAL WAY VERTICAL MONUMENT FW123, BEING THE TOP OF A FOUND CONCRETE MONUMENT W/ A LEAD a' & TACK DOWN 0.8' FROM THE TOP OF MONUMENT CASE AT HE INTERSECTION OF 21ST AVE SW & SW CAMPUS DRIVE ELEV.=342.69 US FEET (NAVD 88) 2 ELEV.=339.10 US FEET (NGVD 29) 49 PROCEDURE / NARRATIVE o A FIELD TRAVERSE USING A "TOPCON IS" TOTAL STATION, "TOPCON GR5" AND "TDS RANGER" o DATA COLLECTOR SUPPLEMENTED WITH GPS AND FIELD NOTES WAS PERFORMED, ESTAEELISHING THE ANGULAR, DISTANCE, BETWEEN THE MONUMENTS, PROPERTY LINES, AND TOPOGRAPHIC cp FEATURES AS SHOWN HEREON. THE RESULTING DATA MEETS OR OR EXCEEDS THE STANDARDS FOR LAND BOUNDARY SURVEYS AS SET FORTH IN WAC 332-130-090. 10' QWEST UTILITY EASEMENT PER DATES OF SURVEYS: 20001012001095 FIELD SURVEY BY BARGHAUSEN CONSULTING ENGINEERS, INC. CONDUCTED IN SEPTEMBER I & 10' PSE UTILITY EASEMENT 2016. ALL MONUMENTS SHOWN AS FOUND WERE VISITED AT THAT TIME. 20000410000311 TAX ACCOUNT NUMBERS: (10' FRONTAGE) 4159200715 PARCEL B CALCULATED AREA: 50,397f SQ. FT. (1.16t ACRES) �- PROPERTY ADDRESS: "PAD B" 160 S.W. CAMPUS DRIVE, FEDERAL WAY, WA SDMH W/ LADDER(VAULT) FLOOD ZONE INFORMATION: RIM=242.24 DESIGNATION OF THE FLOOD ZONE IS SCALED PER FEMA FIRM MAP NUMBER 53033C1250F, BOTTOM OF PANEL 1250 OF 1725 REVISED MAY 16, 1995 AND DOWNLOADED FROM FEMA MAP SERVICE STRUCTURE = 230.44 CENTER WEBSITE (http://msc.fema.gov) ON SEPTEMBER 17, 2016: 1. ZONE X AREAS DETERMINED TO BE OUTSIDE THE 500-YEAR FLOODPLAIN 0B-:!YPE 1 ZONING CLASSIFICATION: COMMUNITY BUSINESS (BC) TRIM=230.77 THE SUBJECT PROPERTY IS DESIGNATED AS LYING WITHIN THE COMMUNITY BUSINESS ZONE AS 12» ADS 5 227.62 SHOWN ON THE CITY OF FEDERAL WAY OFFICIAL ZONING MAP. SETBACKS ARE DEPENDANT ON USE TYPE: FRONT 0 FEET SIDE 0 FEET REAR 0 FEET SDMH-TYPE 2(84' MAX BLDG HEIGHT: 35 FEET (TO 55 FEET, FOUR FLOORS) RIM=231.55 42" ADS N=223.15 PLEASE CONSULT THE CITY OF FEDERAL WAY REVISED CODE (CH.19) FOR ADDITIONAL 42' ADS S=223.05 REQUIREMENTS AND/OR RESTRICTIONS THAT MAY AFFECT THIS SITE. (ZONING CLASSIFICATION 24' CONC W=224.05 NOT PROVIDED BY INSURER) PARKING: REQUIREMENTS: DETERMINED BASED ON PERMITTED USE EXISTING (WITHIN SUBJECT PROPERTY) CB -TYPE 1 69 REGULAR STALLS GRATE .43 0 BARRIER FREE STALLS E OBSERVED 69 TOTAL PARKING STALLS NO PIPS OBSERVED SURVEYORS NOTES: 1. UNDERGROUND UTILITIES AND FEATURES DEPICTED HEREON ARE BASED ON FIELD OBSERVATION, MARKINGS, DEVELOPMENT PLANS, AND/OR AVAILABLE RECORD DOCUMENTS ONLY. CB -TYPE 1 THE TRUE LOCATION, NATURE AND/OR EXISTENCE OF BELOW GROUND FEATURES, DETECTED OR SOLID UNDETECTED, SHOULD BE VERIFIED. RIM=231.96 12" ADS N=227.81 2. ALL DISTANCES ARE IN US FEET 3. NO WETLAND DELINEATION WAS PROVIDED OR WETLAND MARKERS LOCATED DURING THIS SDMH W/ LADDER(VAULT) SURVEY RIM=242.02 BOTTOM OF 4. NO BUILDINGS WERE FOUND ON SUBJECT PARCEL AT TIME OF FIELD SURVEY STRUCTURE = 230.52 r- LEG © POWER VAULT FT I TELEPHONE VAULT WATER VAULT ¢- STREET LIGHT [� LOT LIGHT ( YARD LIGHT POWER METER -0- POWER POLE GUY WIRE o TRAFFIC SIGNAL 6, PEDESTRIAN PUSH BUTTON ® JUNCTION BOX (JBX) OO TELEPHONE MANHOLE (TMH) ❑ CATCH BASIN (CB) ® STORM MANHOLE (SDMH) 0 SANITARY SEWER MANHOLE (SSMH) o SANITARY SEWER CLEANOUT (SSCO) GAS METER (GM) GV GAS VALVE WATER VALVE (WV) FIRE CONNECTION (FPSP) FIRE HYDRANT (HYD) 0 WATER MANHOLE (WMH) B3 WATER METER (WM) IRR pQ IRRIGATION VALVE (IRR) UNMARKED VALVE L SIGN NOTE: NOT ALL SYMB( END s SURVEY MONUMENT (AS NOTED) ISECTION CORNER (AS NOTED) ® FND. SURVEY MARKER (AS NOTED) ASPHALT o CONCRETE GRAVEL _SS- ss - SANITARY SEWER LINE _SD- Sp - STORM DRAINAGE LINE X CHAIN LINK FENCE WOOD FENCE *** SILT FENCE GUARD RAIL / HAND RAIL W WATER VIA PAINTMARKS G GAS VIA PAINTMARKS T TELEPHONE VIA PAINTMARKS P(UG) POWER VIA PAINTMARKS OVERHEAD POWER LINES LS WILL APPEAR IN THE DRAWING / SDMH-TYPE 2(56' RIM=242.36 18" ADS N=230.93 18" ADS SW=230.93 8' ADS NW=230.93 0 1.: ' ^ 232.34 ' I x lh na - 2h2 2 x 24 64 x 24 1 47 .. 243.' N W M 3 A^ ESS S Eh PE 20 051 00 8 9 ' x ctt.69 x 2465 46.88 SDMH W/ LADDER x 232.67 23 2fi }. y o x� t4 1 24�22 x 232.5� RIM=233.43 P D 42" ADS N =224.48 p' 12325a 42' ADS S =224.48 IE ;I° 1 ' j N t' N 9' 30 .59' zo c. v, S1325'26"E - y ° 4 e ' 2 g (yi : '>SZ 28 / I x 242 5 242 N Q 244.12 �5.6 y j I 22.®0 x 2 .11 tic 238.10 x 239.22 240.81 I xF 2 .18 p81/P a N !/ 7,23 O (}9 J r 46.�247.54 i 2- , C_2 49 a , .. .° a. \ _ 24 8243.09 I j 244.30 457 .i, 4Y / r - I x-14 _ W =- - f _ 1 ,x 33 3 J : o -° a- - _ a -e- d ° ° n/ ° a S 41 �, / �_ 245.84 _.9; 246.30 9 c7L l 1 _ 0. j .'a d �'- _ ° 243.66 , N i 232 .:: .; - _ / 81 �. O I 1237..52 / ° 243.48 ,t v - _. _ f 9a 1 232.60 - O° 3. 7 Q .� `' PNG) P U 7 �p ...." 237.14 ' / \ ( G) ... 247.46 I I RAM;3 V x 3 36.42 / P(UG) \ , / \C\ \ �\ / \\J� \ 13. SS' t .7 ... \ -\ SD \ •Q 243.9Q 2,671 6 X o Q ) aa? 34 \, pz 9pz7.e o 1 2 45 x " _ .._._ - 243 91 : 5.39 - ^" 226&JO fA ;2 f S 236.99 SDMH 1)►f/ LADDER(VAULT) 243.5 I /y-2 , - 3 2446 74576 23 .10 a5 7/ ° , 235.76 O x'4 ,5243.75 J Irs 244.46 243.9 243. 44 A \ .245.✓" 24626 _ ♦ x I r-- ® RAMP x 243.�2 RIM�42.24 I I 243.90� - - / ' .a I \ / \ 44.45 X '.3,59 � .D 2 1 r.23 1 ® 12' +ADS E = 236.71 \ z.64 / o� �a3.8 �/ c I cn 7.32.51 y 3205 .);j 234` O P I36.2a .2 - r-,.� BOTTOM OF - �` _ . 2a (/c� d \i� ,6.. ' 247.22 4 \ I t G \ TR CTURE = 59 - �� 124- I 230 �2 a„ - - -- - x 5. 46 ' x 243.62 x 243.54`� 23z.15. - }2.22 i /\ \; .� �` # x 244. 'A Q 246,87 O 232.11a 3 .5�' \ � A' \ t" 7 243. 43.8 A 11232 52 I 9 1 31.63 J t G �4.bS 1 24230 242/56 / 2M13.10 ,• x .77 i i N I / i t 3. c x 2,3 247 z3z.,9 " z";2-' 3t.76 �S I , _ : __---____._ s.6@ 10.0 J 25` v \ i ` { z ®z .�a x z4i � 2a". x 24331 / I 1 I ` ••, a I 3,13`zs2.aZ 24a co tttt99"' 235'9 I / \ ' \ / , I N _ - x 232. x 23173 i� 'y( : I \ / p1 42. �4ZL'>� 242.14 237,e6 to 1 1 1 \ \ / j 4?' r 1 24 �6 \ I / � 245.53 s I jj 245,381A 1 t x 234.77 83 8 41,91Q 236.09 1 - \ / 1 x F .24 27.2. SLat 7 \ $Q $p D S -- �(/ 1 r1.83 I \ / / \ \ -/- / LJ t .:( C� /G _ _ v, $p $p SO 'd G� , , \ /� \/ x 243 4� /.. 2 1 2 p r23z s3 23z.1a 'j z3s.sz x 231 67 1 \ �77' c t / I \/final o *,04��1 -x 24 2a 9a N c p SD SD N i I o 1 i '; 24 vw so s - s 15' STORM EASEMENT PER 20001109000600 \ . 1 / t X 441. i 243.. o-rG SD SD u 11 I cc, �: Sx;_.•� -. x-a4es--�J--------- - ; ASD az16 Ii z4 r x z3 .� 1 0 ��11 9E I_gp«24.� a. a:1-- - I�,. ffiD x24 82 235,8 \ - 24 1,96 24209 24 81 x 232. :, � (�\� I J t " x232 S0 --/ -1 230.98 I. tt � C � I / \ � 7 - - �� t 24 Ul �-2 v-�_..__._. . - - \ / ,} 42.94 x 3.41 4 �\�� {/7C _ ] CB -TYPE 1 f i 232.20 231 .�i 23� 3„8 / x 2�4A6j� �./ 24 t x 241.72 47.63 x 2 .81 / C ~ L4`7524 N RIM=247.16 1 1 234.3h/ ' x 24:0 / G'> " 123873 I , I E x 23 .35N d 32.if� ® `\ 243.82 \it 4 02 � /' A 2.4 12 ADS N=242.34 Cl 5"< 245.34� I » Y4 x-24b.P4- 246.:iR 1 , 0 12 ADS S=242.24 1 C , _ - . 9 / 236.60 / � t cD 232.E i sa I' v - - �� �/ `7 � x 24 as ,' 15 ADS W=242.24 , PARCEL A I " O 42.30 : x 24 N y f 235.71 I I\ 242.50� \ I OJ 24 x 241.79 $42.93 C m \ a 1434 {p 235.83 \/ I Q x ?�3.906 x 232.6 ,ia x 23 .Oa. 31 1 = 1 / \ O U : / 6G x 2 . 5 7 J U `�34.,a 234.os o ' N 242.15 .as � t f vi CB -TYPE 2(56' �123293 I , ..c., 'I I ° I ~ I y' .1 ® I t- is t®z .9, ` y2ac.... - --_-x _,, .- -- ---- -x zas.z� I z32z7 t E :' I I / z3t',az 7 d , :. x 242.aE 6.6/ �'/ �o \\ a > CB -TYPE c f C I 6 I RI/=224D2.84 f o M 1236. Q l I/-: F23.5 I I RIM=242.02 23`.,2. , 30.771/ w z 242.27 ! » _ 1 �: �. N �`✓ a 9 3 N ` N 18� ADS N=238.54 Mae9 235. 4 ¢ \ / o 012 ADS N =23$.7 5 . 5§ .29 I ► I 15 ADS S=238.94 2 3 I2 l /\? U N.. 4 42. 3 I I 1 43,59 { W 1 2 ADS S =23$.6-.. c } ( 244.27 2 .2a 2:5.., _ 24fi:31 0 N x 242.32 r i 1245.2< O ;'--- �,\ 24" ADS W=238.22 t x: 232.7 I 1.55 235.66 } I- -' .,!\�� / ¢ I< t 244. 6 // M .. 2.�.9_ 1 232.32 '.I.. :t a i �1.4 \ / 1 41 <Q 2 .95, , i� za232 x 242.4), x zaz:6z x 2 .a1'' I I 15 ADS E=238.54 I 2.4 243.96 p .- ri; zas \J8 , t x 232.36 1 x 3f.43 , 230.89 I E I �33.86 1 233.7 / 3 44 3 O : 46�00 / z33. 6 , � O CB -TYPE 2 48'� < ,. 2407 N L 11 p cl �- W/ LADDER e23"86 < -� <. N i z $ :.3i6 (... - 1 __„ 245.2 3..22 �'' O.ad. 1231. I `'y1 �, I', N 242.30 RIM.= =144t.•H 1N _ '`\ 23,.i4 I' \ ° 18' ADS E �236.41 �� I - PN \NG I x 23 :32A�(.5,a9 1.82 35. 5 !(1 '��, " - 2 .5' t 232.42 t. 2 i \ / P.'4 / 18 ADS S o-236.36 b 2 .591 v 1 I y 2244.54 232.67 ,. C \ / \ 1233.30 C I I L 242.16 ! 235.47'.4A3 � 4<0:� --�'� N-.24c..;9_.._- _-.-___ - z 245.161 - ' I l \ z3o ag- 3 G - I / t + pEa 1 2 3,79 1233'fio_ z4z.ot a I p I ` 1 I; <i \' 24z.os k�, x za .ae 2 � ` 3 L v1 1 '} 1 i. N '8 t / � _ 1 / \ /.. ✓' \ ,s 212?0 x 24 942.54 P43 T i 232.56 \i 2 i,68 . 2'535.31 / 4 x 233 19 : \ - � / _ 3 I `MI /~\ I x.241.76 O N I �1 Ig; x\2�,3.88 24!.95 a x 24 87x 24 9 ` ° � co 1233.57 232.63 1 0 2StA179 \ J 343 2:5.16; x 232.9 , i .23 J ; ' a. 246.10 Vl 1 . ,232.28 V �i1.19/ I •,'442.49 / 1 i 41.67 '{ 242.92 243.0 `_:. I O / I\ x 24 i.68 jI G� dT x'233.46 x 93385 .37 2 / 82 / x 247.93 I n �,-I O 1 ¢33.64 -� / x 243.4U' -0Z I O 2�.e e' 3 O i S i, �� / N N � , G\ � / '� x tat. 4 � 232.85 1 G d - V, 4208,28 \\ 1` r aNP.9s CB-FiPE 1 x-24za-9 x 24 .79 I a W 1 fn t ` / s 243.7 24 7242.89' \ ?F 23355 _ \\ 7 23212 1 \ 24Z.00 RIMr241.61 ° W __ '.,�-244�.�- _ _-_ < 245.ta i A� c 24 2 ?7 1 47.14 '' • i x 243.34 12; 19NS - x 24 7 / o W N W 123 93 2 t G\ , x 243.60 x 243.75 I 241.91 24i.89 x 24204 N .239 04 ' `.. W 31. G t a ✓ �\ I �O v, 1 c � AO 00 / Q\a`` .44� - m 43 l xr f 2 z I W x 233.74 a CB -TYPE 1 x 24399 - ° . 9 N M= , 2.4 ® I W O 233:65 0 .� \ , e tRI 24714 q 234 34.0 C x 5.0 \ - /` ' \ (n 30 q 4 96 1 //� �42.45 243.50 �� \ 243.24 �. N ,�-243.s9.-- t 245.J'. Q 12' ADS N=243.09 - 232.31 x 237h, 2 2�2 \ 1 \ \n \ 2a3. 24 Q (� 46f6 - En 12" ADS S=243.14 22 32.12 �� ��So % ® J N6 ADS E=243.24 21 \ I C/I (1 l2 p » 2(a3'so 1244 161,34 _ 3H-. x\24 7 Q\a `\ /' d . �' 1 .0' 1 3s7 x 232.5 1\ / x 242.63 _ x 242.90 15i 3 p `\ x 2.7sO zaz.9 84. 23 ' 232.6 / d N x z33. ' Gc d \ �L \ - - ' _ ,c;/J a I CB -TYPE 1 O 9 / O/ G 24 83 242 n 2'-.7} 1t x 23426 \ \ 2 .87 2. % .s -x� _4c' I 31 \ / :�� a 57 a3 �5 >' �,:i.;2 C; 1',....` \ 2a 1 x 233.8Kx .p .p l JO /�J\(`. �` ® / \ �/ `�.� -- ---- - 44aa a6; - - 246.55 RIM=246.94 i \\ c\ a\ c c 9 ® 4 42:43 zaz7z 2. n 24310 4a 5 ;y I 12" ADS N=243.44 234,c"0 233.30 \ -.. 1, `\ =82 \ / ./ `\OOO -[ \ - - 243.$i x .Z 2.69 - w - 1 460 2 . 6 N 1 2" AD -24J 49 j3 / \ � _ / E / ` Gc ` 2V* /' \ �O / 4 2242.01 1=2 �•51 - - --- - -` '4 Ea S $ - \ \ � 4- ` - \ 242.18 � 242.00 T- ' t 238.81 x 240.80 ��-- � 238.2 47.73 1 $ 2 t\ 233.�6 t 232 7t\ \ t S\ 47.56 f\ \, x 23466 \ x 23. J/ 1 ♦+ - .l._: />.L 2a 34 /3246. z 2463 46.94 ',23494 `� \ 6 �, / 2}328 \ x IE� 232.19 4,y,\\ Q`�2a7.58 d 2*.L." •.• J 58'30 C _ _ / l C \\ \ _., .._ Gn. nq\ 232'$3 a \ 233.85 \J!' T`!/�v \ ,oFo °� / ` 238.00 3J , 233.06 � 2 ' b9 ,; 0 2 44 \I \, RIPI RAP �' ti.��0 l 1 S 40 AIL / SHER 234.34 2 58, �� D. AG ` x 236.63 ROCK � ` x 235.05 � AT` QR. R , x 234 . , \. \ \ \ / \ £ J9 / .. �G \ ' e12 a5 ,r " ......S _ 247. 47.09 O \ 2aa.3o x z4s:oa_ \ 233.36 - rt G 233.5 b / 234. x 35. 0 ( (� ji' 6. 2 7.24 \\ \ .,\ x 233,12 \\ 3 / .4? / \ f 23d.a9 ° ®2 15 2 75,. ( �J• 39. 4 ' <I t 24479 \ k, 246.1 24 / 35.45 234.25 �, \ \ 23.5�6 23Jg§ \ I `I\ 41. 246�48 5,67 r 7 2 .36{j -.7 J! ✓ 2d`.48 1 3.51 245.45 �.,IS' k "'o" CB -TYPE 1 234.26.P3 3-- .c �. \ / Y 40.49 i.R1: /� \ 234.85 �. 233.74 \` J:, ° ° 2}7 _ 39A3 r 52 11 is 24.4< RIM=247.09 233< 234.4a z .34 6 26dz3.3a a CB -TYPE 1 gTFR FqS \ 12" ADS N=243.74 \` 234,66 23a .00 x\ 3 44.65 5.242 2 ° RIM=242.17 \ Fti1F,yT \ 12 ADS S=243.79 ` \ x 23577 x \✓ .5 0- a 12" ADS N=240.30 \ AFR 6 PVC SW=244.39 'v235.97 - a1-RAMP : 0 � 1 2 38.70 FND. MAG NAIL \��7200 �o \ 235.35 4. o 10 c z Q 237.,0 �Gu W/ WASHER 0�g82 \ P23523 ` J 36,92 7.28 AT CORNER 35 \ \ ,\ N 3 .67 I Q12o \\ .w..._,_. ,.._,,., 3SSb5Sz x 234.7s �,Q`v PARCEL B \ CB -TYPE 1 2 R \ RIM=23655 i pFF� ,235.45 \ \ x 2365t 12' ADS\S-232.83 xx 36.ffi r � 238 �11 ``\ \tJ�, x 23561 4 5 235 237 ; 2362° 25'X25' RIGHT OF ENTRY EASEMENT 6•69 234.87 � r: 4& � / 236.34 < � PER 20090219001770 3613 G� `Sl 236.65 3➢.11 ' 237.5 SDMH W/ LADDER- 10' QWEST UTILITY EASEMENT PER 20001 12001095 TYPE 2 (84") ,236.90 `zasT k 235°' 2351z zas2\ e,oA�. z361s & 10' PSE UTILITY EASEMENT 200004100 0311 RIM=233.69 A ' S ' 236.8 0o x 236.2i \ 60 ; , (10' FRONTAGE) » ` \ 1' : GC x 235. 3t 2 ,1 - 236.57 42 ADS N = 221.69 �� °o- 6 16, . RAMP, 42' ADS SE = 221.69 \ ems. ��4�F' 235.57 238.11 236.49 DO 24' CONC W = 223.99 O2%5.67 1 . 38.07 x 237.44. Qs \Cs 3 e9990 . < 7 \ •ts x 236 t2 ".--., : 4 7.76 Q "o SDMH W/ LADDER----'�J 000, x 236.90 236�.4 5 TYPE 2 (84� , 38,623772 RIM=235.49 ; ` Os, �49, 236.74 42' ADS NW = 221.89 �O, 236.69 _ G \ O 36' CMP S = 221.89 � •�+ � //138 7 x 238.54 x 237.61 18» ADS NE = 228.59 238 53 12" ADS N = 226.59 4~" boo CB -TYPE 1 �3883 GJ •00, RIM=235.78 12' ADS N=231.98 \ x 239.20 x 23893\A µh _ t��`��O 12' ADS W 230.60 �G \'6'. u- 0 W ErILLI cl) Q Z D W W =) W a) w 0O L -� (D Z CL J W Z ' i O 7 w " Q LJ.1 0 O N J p LL CV Q EL O cr C Ii L LJJ I� Q Z 0 � W Q v M� LL m m co�, O O Q 0 O IC LL U � r J \ W LL♦u wooN 1- U � N Z {� ■ a- 0 0 or0w 0 D w C6 w �- L u Q � Q N 0) W J W Cl) _I _ Q w w w w w o Z H v 0 > Z LL 0 cr. v QCL 0 W r I o0 UU .l I • O N C U C N CU . O > 2 ( I d � � N x C C Y >O LJ 3 U 0 N J 0 U Q C3 O V) Ld = C.D U `- z ry II O z� V) J Q) w x a z Q w cn W QI-o N N p a O N 00 U 00 N i_ z > or) CO 00 z o N I I ww Lc) L U Z O N N Z - N w N Z N N J N 00 W > N u) E Q �- Z � 00 � J� 1-1 b� coNS cn co N �E o T (D O Z a) ° 00 00 T N i� COMMUNITY DESIGN GUIDELINES NARRATIVE & DESIGN INTENT SITE DESIGN: THE PLACEMENT OF THE BUILDING ON THE SITE WAS SELECTED TO PRESERVE THE EXISTING LANDSCAPE BUFFER, NOTED IN THE PROPERTIES CONCOMITANT AGREEMENT, AND TO AVOID THE EXISTING STORM WATER EASEMENTS LOCATED ON THE SITE. TO LANDSCAPE TO THE WEST OF THE PROPOSED BUILDING IS TO REMAIN IN THE CURRENT CONDITION TO THE EXTENT POSSIBLE WITH NEW PROPOSED LANDSCAPING TO SUPPLEMENT IT APPROPRIATELY FOR SCREENING AND HERE EXISTING ASPHALT PARKING SURFACES ARE TO BE REMOVED. AT LOCATIONS WHERE PAVED PARKING AREAS ARE REMOVED, TYPE III LANDSCAPING WILL BE ADDED TO SCREEN THE PROPOSED DRIVE—THRU AND REAR OF THE BUILDING. THE PARKING AREAS AT THE EAST SIDE OF THE BUILDING WILL REMAIN IN THEIR CURRENT CONFIGURATION TO MAINTAIN THE DRIVE AISLES WITH MINOR REVISIONS TO THE PARKING STALLS TO ADD TWO ACCESSIBLE PARKING SPACES, A RELATED PEDESTRIAN PATH TO THE EAST BUILDING FACADE AND PARTIAL STALL RECONFIGURATION TO PROVIDE ADDITIONAL STALLS UTILIZING COMPACT STALLS. NEW LANDSCAPING TO BE INSTALLED IN THE EXISTING PARKING ISLANDS. PEDESTRIAN ACCESS FROM THE MAIN BUILDING ENTRANCES AND TO ACCESS THE ADJACENT SITES AND PUBLIC WAY SIDEWALKS WILL BE DEFINED UTILIZING RED BRICK PATHWAYS AS HAS BEEN DONE THROUGHOUT THE SURROUNDING COMPLEX. THE BUILDINGS TRASH ENCLOSURE IS TO BE LOCATED AT THE NORTH SIDE OF THE BUILDING AND WILL UTILIZE A MIX OF NATURAL CONCRETE AND CHARCOAL COLORED CONCRETE MASONRY UNITS TO MATCH THE BUILDINGS PROPOSED ENTRY TOWERS. THE TRASH ENCLOSURE GATE WILL MATCH THE PAINT FINISH OF METAL SURFACES OF THE BUILDING. THE PROPOSED EXTERIOR LIGHT FIXTURES LOCATIONS WERE SELECTED TO PROVIDE CONSISTENT UNIFORM LIGHTING AT THE BUILDINGS DRIVE—THRU, PERIMETER WALKWAYS, ENTRY WALKWAYS AND PARKING AREAS TO REINFORCE THE FEELING OF AN ACTIVE SAFE ENVIRONMENT AND UTILIZE CUT—OFF SHIELD AND OTHER FEATURES TO PREVENT OFF —SITE GLARE. BUILDING DESIGN: THE PROPOSED SINGLE STORY BUILDINGS FORM IS BROKEN UP INTO RECTILINEAR MASSES OF VARYING HEIGHT AND DEPTH ALONG EACH OF THE BUILDINGS FACADES. THE MOST DOMINANT MASSES ARE LOCATED AT THE NORTHEAST AND SOUTHEAST PORTIONS OF THE BUILDING TO VISUALLY DEFINE THE PRIMARY ENTRANCES OF THE TWO BUSINESSES IN THE BUILDING. THESE TALL CMU ACCENTED ENTRANCES ARE VISIBLE FROM THE NORTH AND SOUTH SIDES OF THE BUILDING TO HELP DESIGNATE THESE ENTRANCES FROM THE PUBLIC RIGHT—OF—WAY ALONG SW CAMPUS DRIVE. THE LENGTH AND DEPTH OF EACH PORTION OF THE FACADE IS LESS THAN THE 60' MAXIMUM NOTED IN THE COMMUNITY DESIGN GUIDELINES AND VARIES IN DEPTH A MINIMUM OF TWO FEET OR MORE. IN ADDITION TO THE FACADE MODULATION THE MAIN ENTRANCES OF THE BUILDING AND DRIVE THROUGH WINDOW WILL BE PROTECTED FROM SUN AND RAIN WITH STEEL CANOPIES WHICH HELP FURTHER EMPHASIZE THEIR IMPORTANCE. STEEL CANOPIES ARE TO BE LOCATED AT THE WEST FACADE ABOVE THE PROPOSED WINDOW AND DOOR LOCATIONS. THE WALLS AT EACH FACADE HAS A VARIETY OF MATERIAL AND COMPONENTS INCLUDING A MIX OF MATERIALS INCLUDING CMU, STUCCO, STOREFRONTS & WINDOWS WITH VISIBLE TRIM AND STEEL TRELLISES WITH CLIMBING VINES THAT GIVE CHARACTER TO EACH FACADE. THE BUILDINGS GENERAL SCALE, MASSING, PROPORTIONS AND MATERIALS WHERE DESIGNED AND SELECTED TO FIT IN CONTEXT WITH THE EXISTING ADJACENT BUILDINGS AND NEIGHBORHOOD. EXTERIOR MATERIALS AND COLORS BOARD SHERWIN WILLIAMS: BLACK FOX STOREFRONT FRAMIE- ANODIZED DARK BRONZE S SHERWIN WILLIAMS: CHATROOM MUTUAL MATERIALS: GROUNDFACE CMU, CHARCOAL `W s. Y r:' E ]T Q MUTUAL MATERIALS: GROUNDFACE CMU, NATURAL CLIENT: COVENANT RE AL ESTATE GROUP 17000 RED HILL AVENUE I IRVINE, CA 92614 1 714.845.8500 PROJECT LOCATION: 1XX SW CAMPUS DRIVE FEDERAL WAY, WA 98023 ARCHITECTS WEAVER ARCHITECTS, INC. 1411 FOURTH AVENUE, SUITE 810 SEATTLE, WASHINGTON 98101 P. 206.262.9622 F. 206.262.9507 All reproduction & intellectual property rights reserved c 2017 Professional seal 1 �'B 1 09 i1 REGISTERED �W'It�4WA_WEAVER TATE OF WASHINGTON No. Issue Description Date LAND USE REVIEW 03.31.17 ® REVISED LAND USE REVIEW 08.31.17 Drawn by: PG Reviewed by: HW Project No: # 16-199-00 FINISH BOARD / NARRITIVE SUMMARY RESUBMITTED SEP 13 20V CITY OF FEDERAL OYAY COMMLINI'TY DEVELOPME:N'T Original drawing is 24" x 36". Scale entities accordingly if reduced AOOO I Permit Agency Si'1'E FI. I I APPROVAL MPIV49Y. c,ILL%�vnS TOP HIGH PARAPET "' 25"-n- TOP MID PARAPET 23 -0 TOP LOWWPPARAPEI V 21'-0 TOP OF ROOF 15 -0 B.O. CANOPY 10 -0 T.O. OPENINGS 9 -0 MASONRY SILL 3 -0 GROUND FLOOR V 0 TOP HIGH PARAPET I' 25'-0" TOP MID PARAPET -0 32 0 TOP LOW PARAPET ly 21 —0 TOP OF ROOF My 15 —0 B.O. CANOPY 10-0' — T.O. OPENINGS 9'—D' MASONRY SILL 3'-0' d,GROUND FLOOR 0'—On 15'-4" WL:) I LLLVA I IUN 0 4' 8' 16' NORTH ELEVATION 0 4' 8' 16' TRASH ENCLOSURE WEST ELEVATION 3/16" = 1'-0" 0 4' 8' 16' It 3/16" = 1'-0" 49'-6" 3/16" = 1'-0" 10'-8" TRASH ENCLOSURE SOUTH ELEVATION 0 4' 8' 16' I 3'-4" [1'-9'[ 8'-4" 1'-9" 3'-4" 7'-10" 112'-0" /, TRASH ENCLOSURE EAST ELEVATION 3/16" = V-0" 0 4' 8' 16' 3/16" = 1'-0" I 31'-9" �2'-3" PROJECT GENERAL NOTES 1. BUILDING ENTRANCE FACADES TO CONTAIN TRANSPARENT GLASS WITH NOT PERMANENT SIGNAGE OR ADVERTISING STICKERS TO BLOCK WINDOWS. KEYED ELEVATION NOTES O NATURAL COLOR CONCRETE MASONRY UNIT, T4P. 2O OF SYSTEM IN WITH SANDPEBBLE TEXTURE IN SHERWIN WILLIAMS SW6171 "CHATROOM' COLOR O3 CHARCOAL COLOR CONCRETE MASONRY UNIT COLOR BANDS, TYP. 4O OF SYSTEM IN WITH SANDPEBBLE TEXTURE IN SHERWIN WILLIAMS SW6158 "SAWDUST" COLOR < DECORATIVE OF SHAPED BAND IN SHERWIN W LLIAMS SHERWIN WILLIAMS SW6158 "SAWDUST" COLOR 6O WALL MOUNTED AREA LIGHT PER PHOTOMETRI PLANS. 7O ALUMINUM STOREFRONT SYSTEM W/ ANODIZED FINISH, TYP. O8 PAINTED HOLLOW METAL DOOR AND FRAME IN SW7020 "BLACK FOX" COLOR, TYP. O9 STEEL ANGLE FRAME AND WELDED WIRE SCREEN LANDSCAPING TRELLIS WITH GALVANIZED FINISH ATTACHED TO EXTERIOR FACADE. 10 6'-0" FOOT DEEP CANOPY FABRICATED FROM STEEL "C" CHANNEL FRAME W/ CORRUGATED METAL PANEL COVER W/ TENSILE ROD SUPPORT SYSTEM ALL IN SW7020 "BLACK FOX" PAINT FINISH, TYP. 11 WALL MOUNTED SCONE FIXTURE PER PHOTOMETRIC PLAN, TYP. 12 EGRESS LIGHT BELOW CANOPY PER PHOTOMETRIC PLAN, TYP. 13 PREFINISHED METAL COPING IN SHERWIN WILLIAMS SW7020 "BLACK FOX" COLOR, TYP. 14 OUTLINE OF MECHANICAL UNIT BEYOND FACADE PARAPET. PARAPET TO SCREEN VIEW OF MECHANICAL UNIT. COMBINED UNIT AND CURB HEIGHT TO BE 5'-0" ABOVE UNIT LOCATION ON ROOF, LOWEST PARAPET TO BE 6'-0" ABOVE HIGHEST ROOF (POINT. 15 VERTICAL REVEAL / CONTROL JOINT, TYP. 16 PARAPET WALL BEYOND. 17 2" WIDE X 1" DEEP "V" SHAPED REWAL, 18 PRECAST MASONRY SLOPED WALL CAP IN CHARCOAL COLOR. 19 METAL DECK GATE W/ TUBES STEEL FRAME ATTACHED TO STEEL POSTS. ALL TO MATCH BUILDING STANDARD FLASHING AND TRIM, SHERWIN WI S SW7020 "BLACK FOX" PAINT FINISH. QO RECESSED KNOX BOX BRAND KEY BCX TO MET REQUIREMENTS OF SOUTH KING COUNTY FIRE & RESCUE. CLIENT: COVENANT RE AL ESTATE GROUP 17000 RED HILL AVENUE I IRVINE, CA 92614 1 714.845.8500 PROJECT LOCATION: 1XX SW CAMPUS DRIVE FEDERAL WAY, WA 98023 �t - A R C H I T E C T S WEAVER ARCHITECTS, INC. 1411 FOURTH AVENUE, SUITE 810 SEATTLE, WASHINGTON 98101 P. 206.262.9622 F. 206.262.9507 All reproduction & intellectual property rights reserved c 2017 Professional seal 8109 REGISTERED RCHIT^ECTT 'V R A. WEAVER `t TAT E OF WASHINGTON I No. Issue Description Date LAND USE REVIEW 03.31.17 ® REVISED LAND USE REVIEW 08.31.17 Draw;^ by: PG Reviewed y: HW Project No: # 16-199-00 ELEVATIONS Original drawing is 24" x 36". Scale er. hies cccordingly if reducec A.602 Permit Agency ESW Vis i 8 da SITE PLgN ApV�Rt, Pentit Number:� � �0` % Approved g CrTY C" 41 VYA\l Date: �,.. C�Omments: EAST ELEVATION 0 4' 8' 16' TOP HIGH PARAPET 25 —0 all TOP MID PARAPET 23 —0 TOP LOW PARAPET 21 —0 ___ TOP OF ROOF 15 —0 40IIIIIIIINW1411, T.O. OPENINGS 9 —0 MASONRY SILL 3 —0 GROUND FLOOR 0 —0 I SOUTH ELEVATION 0 4' 8' 16' 3/16" = 1'-0" 49'-6" 3/16" = 1'-0" O CLIENT: COVENANT RE AL ESTATE GROUP 17000 RED HILL AVENUE I IRVINE, CA 92514 1 714.845.8500 PROJECT LOCATION: 1XX SW CAMPUS DRIVE FEDERAL WAY, WA 98023 I AR CH ITECTS. WEAVER ARCHITECTS, INC. 1411 FOURTH AVENUE, SUITE 810 SEATTLE, WASHINGTON 98101 P. 206.262.9622 F. 206.262.9507 All reproduction & intellectual property rights reserved c 2017 Professional seal PROJECT GENERAL NOTES 8109 1; REGISTERED ,ARCHITECT 1. BUILDING ENTRANCE FACADES TO CONTAIN TRANSPARENT GLASS WITH NOT PERMANENT SIGNAGE OR ADVERTISING STICKERS TO BLOCK WINDOWS. A -WEAVER AT OF WASHINGTON No. Issue Description Dote LAND USE REVIEW 03.31.17 KEYED ELEVATION NOTES ® REVISED LAND USE REVIEW 08.31.17 O NATURAL COLOR CONCRETE MASONRY UNIT, TYP. 2O OF SYSTEM IN WITH SANDPEBBLE TEXTURE IN SHERWIN WILLIAMS SW6171 "CHATROOM" COLOR 4> CHARCOAL COLOR CONCRETE MASONRY UNIT COLOR BANDS, TYP. 4O OF SYSTEM IN WITH SANDPEBBLE TEXTURE IN SHERWIN WILLIAMS SW6158 *SAWDUST" COLOR 5O DECORATIVE OF SHAPED BAND IN SHERWIN WILLIAMS SHERWIN WILLIAMS SW6158 "SAWDUST" COLOR O WALL MOUNTED AREA LIGHT PER PHOTOMETRIC PLANS. O ALUMINUM STOREFRONT SYSTEM W/ ANODIZED FINISH, TYP. O PAINTED HOLLOW METAL DOOR AND FRAME IN SW7020 "BLACK FOX" COLOR, TYP. Drawn by: PG Reviewed by: HW O STEEL ANGLE FRAME AND WELDED WIRE SCREEN LANDSCAPING TREWS WITH GALVANIZED FINISH ATTACHED Project No: # 16-199-00 TO EXTERIOR FACADE. 10 6'-0" FOOT DEEP CANOPY FABRICATED FROM STEEL "C" CHANNEL FRAME W/ CORRUGATED METAL PANEL COVER W/ TENSILE ROD SUPPORT SYSTEM ALL IN SW7020 "BLACK FOX" PAINT ANISH, TYP. ELEVATIONS 11 WALL MOUNTED SCONE FIXTURE PER PHOTOMETRIC PLAN, TYP. 12 EGRESS LIGHT BELOW CANOPY PER PHOTOMETRIC PLAN, TYP. 13 PREFINISHED METAL COPING IN SHERWIN WILLIAMS SW7020 "BLACK FOX" COLOR, TYP. 14 OUTLINE OF MECHANICAL UNIT BEYOND FACADE PARAPET. PARAPET TO SCREEN EW OF MECHANICAL UNIT. COMBINED UNIT AND CURB HEIGHT TO BE 5'-0" ABOVE UNIT LOCATION ON RID , LOWEST PARAPET TO Original drawing s 2�" x 36". Sc:, e eniities cccordincly if reducer, BE 6'-0" ABOVE HIGHEST ROOF POINT. 15 16 17 18 VERTICAL REVEAL / CONTROL JOINT, TYP. PARAPET WALL BEYOND. 2" WIDE X 1" DEEP 'V" SHAPED REVEAL, TYP. PRECAST MASONRY SLOPED WALL CAP IN CHARCOAL COLOR. SEP 3 '€ 3 A06,9 1 1 Permit Agency SITE PLAN APPROVAL Pow it Number. _,./'7-/- CITY OF F'EDERA! y X,MY,UN17Y DEVE O? ApWoved By: I3etC: I Comments: LtS, VICINITY MAP (LO B) PERMIT .tr O. �_.1�11xxxx_xx JOB NUMBER FEDERAL, WA Y C OA 4YERCIA L8755 N NE' 1/4 SE' 114, SE , C.19 n#N.21 N. 346TH LN 7 1 1�f �G. 4 El WM. p PRE --DEVELOPED AND DEVELOPED BASIN MAP APPROVED z N S 348TH ST U © P SSMH-48" WZ LADDER 0 > RIM-243.99 DATE ON --SITE 1.E.;u_235.82(8"N) Q - I.E.out=235.72(8"S) J Q J Q N. T. S. r --- _�------- -' LorA w ON.SITE _ S __--------- + r j 1 9200710 PRE- DEVELOPED AREAS r r EASE ENT PER cv cfl �Q ' , 009 0001482 OFF� SITE TOTAL AREA _ 1.157 AC - N � � � ' PERVIOUS AREA 0.422 AC r - - _ f EXISTING FIRE � l ' HYDRANT PRE --DEVELOPED AREAS �- IMPERVIOUS AREA = 0.735 AC �; .,_:; , ,....: r ® c - __- SCALE: 1 "=40' EX PARKING/CURB(TD BE REMOVED) _ 0.275 AC 3 ' 0 � •,:;;::. I • • TOTAL AREA = 0.147 AC EX. PARKING/CURB(TO REMAIN) = 0.244 AC N1 o - $T PERVIOUS AREA = 0.000 A C a ' IMPERVIOUS AREA = 0.147 AC 0 20 40 80 EX. SIDEWALK(TD BE REMOVED) = 0.019 AC � p ?� M sDMH a1-A Iss.sS' 3 _ M I sv-ram I EX PARKI _ EX. SIDEWALK(TO REMAIN) = 0.035 AC z - NG/CURB(TO REMAIN) - 0.147 AC 12" ADS I �t - - - EX. DRIVE ISLE/CURB(TO BE REMOVED) = 0.104 AC LE.=231. ` , STORM EASEMENT j r- PER AFN 20001109000600 Q ( 03 EX. DRIVE ISLE/CURB(TO REMAIN)- = 0.058 AC �' :� � I ..:.:::::...: - - _ � ` q_ N 1 fir' iJ DMH S°MH#2 , #B �< r VERTICAL DATUM o Q OFF-- S1 TE OFF-SI-TE ON -SITE I:_ ' KING COUNTY Q DEVELOPED AREAS z Q CB rA ` N 240 r 4' PROPOSED 3I F-PVC NGVD 29 z DEVELOPED AREAS ° #5 PROPOSED r r (SDR-W) o ,.0ox (MIN.) _ a 2 t �'` -} LOT D TOTAL AREA - 0.14 7 AC BM: 1973 0 0 0 J BUILDING PERVIOUS AREA = 0.000 AC WSDOT BRASS DISK IN CONCRETE IN NORTH U N TOTAL AREA = 1.157 AC # SHOULDER OF BRIDGE ON 320th ST. PERVIOUS AREA = 0.446 AC .. �2� �` ' IMPERVIOUS AREA = 0.147 AC ELEV. 454.96 NGVD 2 IMPERVIOUS AREA = 0. 711 AC i l EX.WALL RETA G � ', ::.` [` EX. PARKING/CURB(TO REMAIN = 0.147 AC ( 0 } CONTOUR z `: ' ACCESS EASEMENT 4159200725 OUR iN TER 1/AL- 2 z EX. PARKING/CURB = 4.244 AC �. ' PER BSP97 0001 0 TOPOGRAPHY PREPARED BY LA EX: SIDEWALK = 0.035 AC � r H11c � ' RsoN & AssociarEs o c, LOFB PUBLISHED NAVD 88 ELEv= 458.51 ., r EX DRIVE ISLE/CURB = 0.058 AC � c ' srllFT FROM NAv TPN 415920-0715 ( D 8$ 'T0 Q. PROPOSED BUILDING ROOF AREA = 0.119 AC `' ' ' NGVD 29= -3.55' PROPOSED DRIVE THRU ISLE/CURB = 0.186 AC C.O. , (DERIVED FROM vERTCON) PROPOSED SIDEWALK = 0.040 AC ti t {. Iwo 62. o ' r _ PROPOSED PARKING LOT/CURB = 0.020 AC \ - 8.48/SC�FBFA/9/NGS _ PROPOSED DUMPS TER PAD/CURB = 0.009 AC - - - NAD 83/91 NORTH ZONE EXISTING FIRE HYDRANT - 12, ADS l.E.=228.6 �3s LAND DESCR/P770N Q o Sv H# Kv (PER COMMITMENT FOR TITLE INSURANCE ISSUED SD H ' _: / 1 .:.:•.: - N � � ` _ BY CH/CAGO TITLE INSURANCE COMPANY DATED � 4 / B#4 ; i ; iJULY 9, 2014,' COMMITMENT NO. 0019576-06) tt L46 LOT "B" OF CITY OF FEDERAL WAY BOUNDARY LINE >li ' ADJUSTMENT N0. 13-104768-00-SU, RECORDED Z N / �SSMH1503 48" ` UNDER RECORDING NUMBER 20131224900009, IN j KING COUNTY, WASHINGTOAf ARF-A,TR1 B U TA R-1' TO _ r�, / RlM=242,85 Q TR9-A TMEN T VA UL T I.E:oUt �2.85 8"S LEGEND. C \ PROPOSED 13LFNADS _ 00 \ �, �(�ooF)a osax (MIN.)- _ Q RAIN CONNEC'nON, ---�--- PROPERTY LINE � TOTAL AREA = D.-645 AC LOT C R7yr� - R/W LINE N PERVIOUS AREA = 0.000 AC w IMPERVIOUS AREA = 0.645 AC EX. PARKING/CURB = 0.243 AC EASEMENT LINE U \ PROPOSED PAVEMENT ti EX. PARKING/CURB(OFF-SITE) _ 0.147 AC 4159200720 Ex .PROPOSED PARKING- LOT/CURB = `0.020 AC :.: EXISTING SIDEWALK PROPOSED DRIVE THRU ISLE/CURB = 0.186 AC © EXIS77NG STORM MANHOLE so.sa' PROPOSED SIDEWALK = 0.040 AC SD SD EXISTING STORM MAIN PROPOSED DUMPSTER PAD/CURB = 0.009 AC 5 EXISTING ING SANITARY SEWER MANHOLE ss ss - EXISTING SANITARY SEWER MAIN 42' C ❑ EXISTING CATCH BASIN - P(Nc) - EXISTING POWER LINE 40, \ N EXISTING WATER VALVE EXISTING FIRE HYDRANT -w-w- EXISTING WATER MAIN PGIS THAT BAN'T BE CAP TURrD "� -•~ EXISTING TELEPHONE LINE Q EXISTING TREE w t Y THE TR9-f-1 TMEN T VA UL T TOTAL AREA - 0.094 AC _ ---_. _ EXISTING LIGHT POLE �_ � � � EXISTING SIGN -O CL PERVIOUS AREA 0.000 AC �� EXISTING IRRIGATION METER IMPERVIOUS .AREA = 0.094 AC EXISTING Tv RISER EX. .DRIVE ISLE/CURB = 0.059 AC �' ® ExisriNc siclvAL POLE w EX. SIDEWALK = 0.035 AC [�] EXISTING JUNCTION -BOX ® EXISTING POWER VAULT EXISTING PHONE RISER EXISTING OIL/WATER SEPARATOR O EXISTING PAVEMENT EXISTING RETAINING WALL �Ci�� RET ING EXISTING SIDEWALK REWSION BLOCK NO DATE DESCRIPTION 8Y" UTILITY CONFUCT NOTES CAUTION. y�1 N�t�, DATE THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR. VERIFYING 77�fE LOCATION, AND DEPTH OF ALL EXIS77NG U7ILf71ES . C!ALL, BEFORE YOU DIG � .�.. • • f � s ®* 4 WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE U77LI77ES AND. SURVEYING THE HORIZONTAL AND VERTICAL THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR 5 17. �, LOCA770N PRIOR TD CONS7RUC710N. THIS SHALL. INCLUDE CALLING UTILITY LOCATE 0 811 AND THEN POTHOLING ALL OF THE LOCR770N AND PROTECTION OF ALL EXISTING � THE EXIS77NG U17U71ES AT LOCA770N3 OF NEW U77LITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS U77LIT7ES THE. CONTRACTOR SHALL VERIFY ALL UTILITY -- �- � W i EXIST. LOCA71ON OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION LOCA77ONS PRIOR TO CONSTRUCTION.BY CALLING THE ,, DRAWING NO. 'o � � AND ARE SUBJECT TO VARIA770N. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT THE PROJECT UNDERGROUND LOCATE LINE AT 811 A MINIMUM OF 48 ♦ o� BASIN ENGINEER TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. HOURS PRIOR TO ANY EXCAV4710N. 8755BASE rt storrai, � •� R,�tN��eo�►�®SHEET 1 OF-L 1 I _ , I 11 , 1 1 1 , I 1 1 , , I 1 1 I , 1 I 1 , I 1 1 I � I I 1 ; 1 1 1 , 1 , 1 I , 1 I I � I 1 , � , 1 1 1 I 1 I 1 , 1 1 , 1 , I '1 1 1 , 1 , I , I , � I I 1 , I , 1 ' 1 � , I 1 1 1 , I , I I , I , I I I I ' I I , I , I , I , I i , 1 I ' � , 1 I , � , 1 , 1 I , ' a ' I ' I I , I , I I I , 1 i , I I I ' I , 1 1 I 1 1 , 1 , I 1 , 1 1 1 , 1 , 1 , 1 , 1 , 1 1 , , , , \ G \ \ � O \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 0 SITE PLAN 1 " — 20o_0 " 0 10' 20' 40' wV 9- 1 ° 1 �i 8 f L — J W—OCCUPANCY 2,104 SQ Fr. (GROSS AREA) 60 SQ. FT. / OCCUPANT 35 PROPOSED OCCUPANTS 1 �: 3� N 6 12 — 11 d � — BRAIN col VIP :G:/ 17 1 1 0 /\(0)/ E M I I 0 R2 (run d& ❑ O 1 DIM &J\A,4 Li) KEYED SHEET NOTES O STEEL EXTERIOR CANOPY TOP TRASH RECEPTACLE, STREET SCAPEE MODEL SCD-2633 BLK. 2O NEW STEEL BOLLARD (PROVIDED PER TENANT REQUIREMENTS UNDER SEPARATE PERMIT) O3 HEIGHT CLEARANCE SIGN (PROVIDED PER TENANT REQUIREMENTS UNDER SEPARATE PERMIT) 4O DIRECTIONAL EXIT SIGN (PROVIDED PER TENANTREQUIREMENTS UNDER SEPARATE PERMIT) 5O DIRECTIONAL ILLUMINATED ARROW (PROVIDED PER TENANT REQUIREMENTS UNDER SEPARATE PERMIT) 6O BIKE RACK HOOP, DERO HOOP RACK, HR-FT-EPC, BLACK 7O MENU BOARD (PROVIDED PER TENANT REQUIREMENTS UNDER SEPARATE PERMIT) 8O ORDER POINT CANOPY (PROVIDED PER TENANT REQUIREMENTS UNDER SEPARATE PERMIT) < EXIT ARROW - WHITE (PROVIDED PER TENANT REQUIREMENTS UNDER SEPARATE PERMIT) 10 EXIT ARROW - GREEN (PROVIDED PER TENANT REQUIREMENTS UNDER SEPARATE PERMIT) 11 DIRECTIONAL DOUBLE ARROW WHITE (PROVIDED PER TENANT REQUIREMENTS UNDER SEPARATE PERMIT) 12 DIRECTIONAL DOUBLE ARROW GREEN (PROVIDED PER TENANT REQUIREMENTS UNDER SEPARATE PERMIT) 13 MONUMENT SIGN UNDER SEPARATE PERMIT 14 EXISTING WALKWAY WITH BRICK SURFACE, TO REMAIN, PROVIDES ACCESS TO THE PARCEL "D° TO THE EAST AND PARCEL "C" TO THE SOUTH. 15 EXISTING PARKING STRIPING TO BE REMOVED AND NEW PARKING STALL STRIPING TO BE PLACED TO PROVIDE COMPACT STALLS 16 RESTRIPE EXISTING PARKING STALLS, TYP. 17 REPAINT EXISTING DIRECTIONAL ARROWS AND STOP LINES 18 NEW ELECTRICAL TRANSFORMER & CONCRETE VAULT 4> NEW MASONRY FINISH WALKWAY TO MATCH EXISTING SITE STANDARD Q OUTLINE OF CANOPY ABOVE 21 RECESSED KNOX BOX BRAND KEY BOX TO MEET REQUIREMENTS OF SOUTH KING COUNTY FIRE & RESCUE. PROJECT GENERAL NOTES 1. GENERAL CONTRACTOR TO COMPLY WITH FWRC 19.275.080 FOR TEMPORARY TRAILERS, BUILDING OR OTHER STRUCTURES USED FOR CONSTRUCTION OFFICE OR OUTDOOR STORAGE CONTAINERS. TEMPORARY CONSTRUCTION MATERIALS MUST BE PLACED TO MINIMIZE VISIBILITY FROM SURROUNDINGS STREETS, PEDESTRIAN AREAS, AND PROPERTIES. THE CONSTRUCTION MATERIALS MAY NOT BE LOCATED IN REQUIRED YARDS. 2. LAND ENTITLEMENTS/PERMITS ON LOT D SHALL PROVIDE A COMPREHENSIVE PARKING ANALYSIS TO THE SATISFACTION OF THE COMMUNITY DEVELOPMENT DEPARTMENT. THE FOLLOWING REQUIREMENTS APPLY TO THE PARKING FACILITIES SHARED WITH LOTS A, B AND C (FWRC 19.130.120(1)): TWO OR MORE BUSINESSES OR USES MAY SHARE PARKING AREAS. THE NUMBER OF PARKING SPACES THAT MUST BE PROVIDED IN SUCH SHARED AREAS MUST BE AT LEAST 90 PERCENT OF PARKING SPACES REQUIRED BY THIS TITLE FOR ALL SUCH BUSINESSES OR USES THAT ARE OPEN OR GENERATING PARKING DEMANDS AT THE SAME TIME. THE OWNER OF EACH LOT MUST SIGN AN AGREEMENT IN A FORM ACCEPTABLE TO THE CITY ATTORNEY, STATING THAT THE OWNER'S PROPERTY IS COMMITTED TO PROVIDING PARKING FOR THE OTHER PROPERTY. THIS STATEMENT MUST BE RECORDED WITH KING COUNTY AUDITOR, AT THE APPLICANT'S EXPENSE, AND SHALL RUN WITH THE PROPERTIES. MWAL AWand alca CLIENT: COVENANT RE AL ESTATE GROUP 17000 RED HILL AVENUE I IRVINE, CA 92614 1 714.845.8500 PROJECT LOCATION: 1XX SW CAMPUS DRIVE FEDERAL WAY, WA 98023 � t ARCHITECTS WEAVER ARCHITECTS, INC. 1411 FOURTH AVENUE, SUITE 810 SEATTLE, WASHINGTON 98101 P. 206.262.9622 F. 206.262.9507 All reproduction & intellectual property rights reserved c 2017 Professional REGISTERED ARCHITECT EAVER TE OF WASHINGTON No. Issue Description Date ® REVISED LAND USE REVIEW 08.31.17 ® REVISED LAND USE REVIEW 12.05.17 Drawn by: PG Reviewed by: HW Project No: # 16-199-00 SITE PLAN Original drawing is 24" x 36". Scale entities accordingly if reduced Permit Agency AOOOO RESUBMITTED DEC 0 7 2017 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT T ANnQtC"' APR. PT .ANTMG PT ,AN SCALE: 1 "=20'-0" NORTH BASE MAP FROM WEAVER ARCHITECTS, SEATTLE, WA I.r.0uX=Z0L.0Z)k0 J) �bnc� GUY SPACING TREE TIES I/2" RUBBER HOSE W/ 12 GAUGE WIRE (GALV.) POSITION ROOT CROWN TWIST WIRE 12" ABOVE FINISH GRD. UNTIL TAUNTA 2" MULCH LAYER AFTER SETTLEMENT (MULCH TYPE PER SPEC.) FINISH GRADE STAKE 3 SIDES �`��` ' 2x2x24 HARDWOOD OR CEDAR STAKES i a f,REMOVE {' TOP THIRD OF BURLAP FROM BALL NOTE: INCLUDE PLANTING SOIL MIX TEMPORARY WATER (AS SPEC.) BACKFILL BASIN, 4" BERM EXCAVATE 2-1/2 TIMES FOR FIRST YEAR DIAMETER OF ROOT BALL EXISTING SUBGRADE AFTER INSTALL. DETAIL: CONIFER PLANTING NO SCALE PLANT MATERIAL LEGEND Indicates Drought Tolerant Plant Material 0] Indicates Native Plant Material Abrev. Qty. Common Name Botanical Name Size Spacing trees: CFP 2 Capital Flowering Pear Pyrus calleryana "Capital" 1 1/2" cal./B&B-Matched at C branch As Shown �e EGA 1 Emerald Green Arborvitae Thuja occidentallis "Emerald Green" 6' hgt./B&B 3' on center �e EHB 3 Pyramidal European Hornbeam Carpinus betulus fastigata 1 1/2" cal./B&B As Shown 1D MTH 4 Mountain Hemlock Tsuga mertensiana C and 7' hgt./B&B As Shown 10* OA 3 Oregon Ash Fraxinus latifloia 1 1/2" cal./B&B-Matched at C branch As Shown * OGM 3 October Glory Maple Acer rubrum "October Glory" 1 1/2" cal./B&B- As Shown 1D * SP 4 Shore Pine Pinus contorta 6' hgt./B&B As Shown ID * VM 5 Vine Maple Acer circinatum-Nursery Grown 8' hgt./B&B- 3 Multi -trunk ruin. As Shown - shrubs: 10* MP 25 Mugo Pine Pinus mugo "Mughus" 24" hgt./cont., not sheered 4' On -center * NBJH 14 Northern Beauty Japanese Holly Ilex crenata "Northern Beauty" 18" hgt./coat., Matched T-6"' On -center lB * NR 20 Nootka Rosa Rosa nutkana 18" hgt./cont. 4' On -center W * OG 39 Oregon Grape Mahoma aquifolium 18" hgt./cont. 4' On -center : OLL 78 Otto Luyken Laurel Prunus laurocerasus "Otto Luyken" 18"-21" width/B&B, Matched 3' On -center RGB 10 Rose Glow Barberry Berberis thunbergii "Rose Glow" 18" hgt./cont. 3' On -center * SRR 21 Shrub Rose Red Rosa "Adelaide Hoodless" 18" hgt./cont. 3' On -center = SRW 9 Shrub Rose White Rosa "Meidiland White" 18" hgt./cunt. 3' On -center q] �C STM 15 Strawberry Madrone Arbutus unedo 18" hgt./cont. 6' On -center 1p WFC 12 Winter Flowering Current Ribes sanguineum 18" hgt./cont. 5' On -center symbols/ground covers: �C DLY A 16 Day Lilly Hemerocallis "Chicago Apache" 1 gal./coat. 24" oc at triangular spacing DLY B 27 Day Lilly Hemerocallis "Hall's Pink" 1 gal./cont. 24" oc at triangular spacing DLY C 13 Day Lilly Hemerocallis "Bonanza" 1 gal./cont. 24" oc at triangular spacing GFJG 18 Golden Forest Japanese Grass Hakonechloa macra "All Gold" 1 gal./cont. 24" oc at triangular spacing �C KFG 10 Karl Forester Grass Calamagrostis acutiflora "Karl Foerster" 1 gal./cont. 24" oc at triangular spacing �C LBG 37 Little Bunny Grass Pennisetum alopecuroides "Little Bunny" 1 gal./coat. 18" oc at triangular spacing 1j1 �je RBS 207 Rubus Rubus pentalobus "Emerald Carpet" 1 gal./cont. 36" oc at triangular spacing SAL 327 Salal Gaultheria shallon 1 gal./cont. 36" oc at triangular spacing VAC 11 Varigated Carex Carex aurea "Evergold" 1 gal./cont. 24" oc at triangular spacing vine: vine: EVC 6 Evergreen Clematis Clematis armandii 4' vine on stake in 5 gal./cont. As Shown • • LAWN Sod from Country Green "Perfect Green". Olympia, WA LANDSCAPE PERFORMANCE AND MAINTENANCE ' 1 EXISTING CONIFER TREE TO REMAIN, SEE TREE RETENTION PLAN; SHEET TR-1 3/29/17. STANDARDS AND FINAL INSPECTIONS: 1 EXISTING DECIDUOUS TREE TO REMAIN, SEE TREE RETENTION PLAN; SHEET TR-1, 3/29/17. 1. Performance and Maintenance Standards. Plant materials that have died shall be replaced at the beginning of the next appropriate planting season, and planting areas shall be 0 EXISTING TREE TO BE REMOVED, SEE TREE RETENTION PLAN; SHEET TR-1, 3/29/17. kept reasonable free of noxious weeds and trash, (FWRC 19.125.090). 2. Final Inspections. A final certificate of occupancy shall only be issued after passing the ANER PREVIOUSLY COVERED BY ASPHALT. SEE SITE SPECIFIC NOTE 42 (SSN). final landscape inspection. Please have the landscaper of record submit a signed statement stating the irrigation system is installed and operational per the plans. To schedule a landscaping inspection call 253-835-2644, or email 4iCLOBBTLE ROCK A Leila.Willoughby-aakes�a)cityoffederalway.com. SATE SPECIFIC NOTES $ 10 STREET FRONTAGE AND EXISTING TREES. Preserve and protect existing tree per Tree Plan, Sheet TR-1; LRBA 3/29/17. LANDSCAPE SQUARE FOOTAGE © PLANTERS PREVIOUSLY COVERED BY ASPHALT. Existing planter in landscape shown as dashed line. In these planter area ZONE 1: INTE OR NATIVE LANDSCAPE AREA: 3,652 SF. or 50% previously covered by asphalt, remove existing asphalt and additional 12" depth of subgrade. Dispose of debris off -site. Scarify and place minimum 12" depth topsoil per specs. Add additional topsoil to crown bed for berm, min. P-0", hold topsoil 3" below ZONE 2: INTERIOR ORNAMENTAL LANDSCAPE AREA: adjacent grade. Place 2" depth mulch per specs in planters upon installation of all plant materials. SHRUB BIDS 2,201 SF LAWN 325 SF 03/ BERM. Berm to be constructed by importing free -draining fill, free from rocks, roots or debris-1" or greater. Final crown of berm A TnLLIS ALL/GREEN SCREEN + 210 SF to Be T-O". Berm to have 6" depth imported topsoil per General Construction Notes. VERIFY COVERAGE WITH ARCH. $ COBBLE. Remove existing subgrade to 6" depth below existing curb. Dispose of debris off -site. Hand set tight over exposed TOTAL ZONE 2: 2,736 SF. or 38% 'ub-grade 4"-6" diameter washed cobble rock, 6" depth minimum. Cobble from Palmer Coking Coal; Black Diamond, WA. ZONE 3• PARKING LOT PLANTER A: 901 SF. or 12% INCLUDES 24 SF COBBLE o (64, � LANDSCAPE CONSTRUCTION NOTES ZONE 1: INTERIOR NATIVE LANDSCAPE AREA EXCEEDS 25% REQUIRED DROUGHT TOLERANT LANDSCAPING PER FWRC 19.125.040.f 6l ( 1. Owner to secure all necessary permits per City of Federal Way requirements. r �� 2. All work performed shall conform with the City of Federal Way, landscape and irrigation requirements, codes and specifications. Locate, protect and avoid disruption of all above and below grade utilities and site features prior to construction. Contractor is Aaadrresponsible for any resulting damages during construction. Call before you dig at 1 (800) 424-5555. E PLANT CENTER dscape Contractor to maintain site until Final Acceptance. Work to include weeding all beds, mowing lawn, and removing �&A'pd®rifrom site. ROW S A al- ` I-d 3" fr b hi d . sph t to a remove om e n extruded curb m planting beds after paving is completed and before plant material is ER• installed. svca 6. Clean subgrade by removing all undesirable vegetation including grasses, weeds, blackberries, scotch broom and poplar seedlings lop including roots. Leave subgrade in landscape areas minimum 9" below paving in shrub beds and 5" below paving in lawn areas. Remove all debris from site. ATER 7. Provide minimum 6" depth 70-30 mix from Corliss Resources•a Enumclaw WA 253-891-6680 in all shrub beds. Scarify subgrade by rototilling and add topsoil on surface. Add additional topsoil as needed to contour shrub beds including required berms. 8. Provide minimum 4" depth 70-30 mix from Corliss Resources; Enumclaw, WA, 253-891-6680, in all lawn beds. Scarify subgrade by rototilling and add topsoil on surface. Add additional topsoil as needed to contour and level lawns. Sod from Country Green Trinity Supreme from Olympia, WA. 9. All lawn irrigation heads to be in lawn areas, minimum 3" and shrub irrigation heads to be in shrub planters. 10, Provide minimum 2" depth fine blend hem -fir mulch to all planting beds. Mulch from Sawdust Supply, Kent, Washington. Fill all planting beds and lawn areas to within 1" of top of all curbs and walks. Slope all planting beds and lawn areas to drain. 11. Provide one (1) year warranty for all plant materials and worlauanship. 12, Verify all quantities shown on the plant list and plans If discrepancies exist between the graphic representation and the numeric SPACING AS NOTED ON PLAN (TRIANGULAR) SET PLANTS (a ORIGINAL DEPTH (a FINISH GRADE, PRIOR TO SPREAD MULCH. 2" MULCH (TYPE PER SPECS.) FINISH GRADE BACKFILL SOIL MIX (MIX PER SPECS.) totals, the graphic representation shall rule. —EXISTING SUBGRADE W 13. All plant materials to be specimen quality with full, symmetrical trunk and foliage, unless otherwise noted. Fertilize all plantings with "Osmacote 17-7-12" plant granules by Scott. Install 2 cups per tree larger than 3", 1 cup per tree less than 3", 1/2 cup per 5 gal., DETAIL: GROUND COVER PLANTING 1/4 er 2 and 1 gal., 1/8 cup per 6" and 4" pots. Place at base of plant after mulch has been installed. 1J� sure proper drainage of all planting holes prior to installing plant materials. If planting holes do not drain or if heavy clay soils NO SCALE r vident contact landscape architect. 15. Fill all planting beds and lawn areas to within V of top of all curbs and walks. Berm all planting beds and lawn areas to drain. O ®� � NEW SHRUB a U 6 8J p ® 2 MULCH � (I 1 SAUCER ' `.w B&B PLANT: REMOVE BURLAP & TREE STAKES:- „ TIES FROM TOP OF ROOT BALL NOTE: ALL TREES IN LAWN TO HAVE 30" DIAMETER TREE RING WITH 2" DEPTH MULCH PER SPECS. TEMPORARY WATER BASIN 4" BERM, FOR FIRST YEAR AFTER INSTALLATION 2" MULCH LAYER AFTER SETTLEMENT_ Q� 4 o a WORTH)-; TOPSOIL PER NOTES TREES 2 CAL. OR GREATER= 3 STAKES PER TREE TREES 1 3/4" CAL. OR SMALLER= 2 STAKES PER TREE NEW TREE E TIES 1/2" RUBBER HOSE W/#12 LANDSCA V. WIRE (DOUBLE STRAND TWISTED)ODGE POLE PINE STAKES - TLONGPit' UALLY SPACED AROUND TREE BELOW L Approved BINIMUM GRADE STAKE DEPTH DaiC: E WRAP SECURE Vd/ CLOTH TAPE E UP TO BRANCH STRUCTUREC1CT1tS: SET TREE AT ORIGINAL DEPTH2" ABOVE FINISHED GRADE P BURLAP AND TIES BACK 20M BALL CROWN IMPORT TOPSOIL PER NOTES EXCAVATE AREA 2 TIMES DIAMETER OF ROOTBALL. MINIMUM 12" TOPSOIL AROUND ROOTBALL DETAIL: TREE PLANTING NO SCALE �,® • � •_ SOIL MIX °' , ` CONTAINER PLANT: SCARIFY 4" ' SIDES OF ROOTBALL COMPACTED SOIL MIX �••� SUBGRADE O 12„ ` MIN. O DETAIL: SHRUB PLANTING NO SCALE _N1 # % Lauchlin R Bethune Associates, Inc. ASLA LANDSCAPE ARCHITECTURE & PLANNING, ASLA P.O. Box 1442 Maple Valley,Washington 98038 phone: (425) 432-9877 fax: (425) 432-9878 e-mail: lauch g bethuneassociates.eom www.bcthuneassociatcs.com STATE OF WAS11NOTON REG1S!1TJMD ARCI3IZ'ECT 4000 lFICATE NO. 49 REVISIONS ARevA per Leila Willoughby -Oakes; Assoc. Planner -City of Federal Way Cmt Letter, June 23, 2017. LRBA-8 /31/17. Rev per Leila Willoughby -Oakes; B Assoc. Planner -City of Federal Way E-mail, 11/15/17. LRBA-12/4/17, N Z W F— z Z G a z W L'- LU < o > < F- 0 0 w U) 0" o 0 ry Lii a o PROJECT ADDRESS: 160 SW CAMPUS DRIVE FEDERAL WAY, WA LANDSCAPE PLANTING PLAN JOB NO. #217107 SCALE: 1 "=20'-0" SHEET DATE: 03/29/17 DRAWN: LJL CHK: LRB L 2.0 COPYRIGHT 2017 DATE `^--3" MPL TREE RETENTION PLAN 0' 10, 20' 40' 80, NVRTH SCALE: 1 `20'41 BASE MAP FROM WEAVER ARCHITECTS, SEATTE, WA 1V1rL �_� `�- RIM=242.85 I.E.in=233.10(8"N) I.E.out=232.85(8"S) ' `. EXISTING TREES QO SAVE TREE -IN BUFFER TO REMAIN ++ SAVE TREE IN BSBL - TO REMAIN PER RETENTION PLAN REMOVE TREE - IN BUILDING LOT SYMBOL TREE SIZE VARIETY TREE UNIT NOTES QO T-1 10" MPL 1.5 SAVE, IN BUFFER (O T-2 11" FIR 1.5 SAVE, IN BUFFER 0 T-3 8" FIR 1.5 SAVE, IN BUFFER ++ T-4 8" PINE 1.5 SAVE (O T-5 8" FIR 1.5 SAVE, IN BUFFER A (O T-6 6" FIR 1.0 SAVE, IN BUFFER T-7 8" PINE 1.5 REMOVE, IN DRIVEWAY CONST. ® T-8 7" FIR 0.0 REMOVE, DEAD (p T-9 10" FIR 1.5 SAVE, IN BUFFER p T-10 10" FIR 1.5 SAVE, IN BUFFER (p T-11 6" WRC 1.0 SAVE, IN BUFFER p T-12 6" FIR 1.0 SAVE, IN BUFFER O T-13 8 FIR 1.5 SAVE, IN BUFFER O T-14 8" FIR 1.5 SAVE, IN BUFFER Q T-15 8" PINE 1.5 SAVE, IN BUFFER T-16 6" FIR 1.0 SAVE, IN BUFFER O 8 T-17 10" FIR 1.5 SAVE, IN BUFFER O T-18 10" FIR 1.5 SAVE, IN BUFFER O T-19 10" WRC 1.5 SAVE, IN BUFFER ® T-20 6" PINE 1.0 REMOVE, IN DRIVEWAY CONST. T-21 6" PINE 1.0 REMOVE, IN DRIVEWAY CONST. A T-22 4" WRC 1.0 REMOVE, IN VAULT CONSTRUCTION T-23 4" WRC 1.0 REMOVE, IN VAULT CONSTRUCTION T-24 5" MPL 1.0 REMOVE, IN BUILDING T-25 8" PINE 1.5 REMOVE, IN DRIVEWAY T-26 6" PINE 1.0 REMOVE, FOR TRAFFIC VISIBILITY +I T-27 4" MPL 1.0 SAVE, IN PARK STRIP ++ T-28 5" MPL 1.0 SAVE ++ T-29 6" PINE 1.0 SAVE ++ T-30 6" PINE 1.0 SAVE T-31 8" PINE 1.5 REMOVE, FOR TRAFFIC VISIBILITY ® T-32 3 MPL 1.0 REMOVE, IN BLDG. CONST. ® T-33 5" ASG 1.0 REMOVE, IN BLDG. CONST. ® T-34 5" ASG 1.0 REMOVE, IN BUILDING ® T-35 3" MPL 1.0 REMOVE, IN BUILDING ® T-36 4" MPL 1.0 REMOVE, IN BLDG. CONST. ® T-37 4" ASG 1.0 REMOVE, IN BLDG. CONST. ® T-38 5" ASG 1.0 REMOVE, IN BLDG. CONST. ++ T-39 4" MPL 1.0 SAVE, IN PARK STRIP T-40 4" MPL 1.0 SAVE, IN BUFFER O 8 T-41 5" MPL 1.0 SAVE, IN BUFFER Q T-42 4" MPL 1.0 SAVE, IN BUFFER ++ T-43 3" MPL 1.0 SAVE, IN PARKING LOT ++ T-44 3" MPL 1.0 SAVE, IN PARKING LOT +F- T-45 3" MPL 1.0 SAVE, IN PARKING LOT TREE LEGEND ASG AMERICAN SWEET GUM FIR DOUGLAS FIR MPL MAPLE PINE PINE WRC WESTERN RED CEDAR EX'G TREE LEGEND EXISTING RETAINED TREE: T-27 PRESERVE AND PROTECT WITH FIVE-FOOT DRIP -LINE SETBACK SEE DETAIL -CONIFER TREE • e /DECIDUOUS TREE 0 T-3 3" MPL TREE TO REMAIN - WITHIN 50' OF PROJECT EXISTING TREE TO BE REMOVED: REMOVE BRANCHES, TRUNK AND ALL DEBRIS FROM SITE. GRIND STUMP, FILL HOLE WITH TOPSOIL FROM APPROVED SOURCE. CONIFER TREE DECIDUOUS TREE TREE RETENTION CALCULATIONS TREE UNIT CREDITS CALCULATIONS PER FWRC 19.120.040(2) ZONED -CB 20 TREE UNITS / ACRE SITE = 50,397.4 SF OR 1.2 ACRES 1.2 Acres x 20 Tree Units/Acre = 24 Tree Units Required TREES TO BE SAVED 3reesUnit Credits:A at 1.0 Tree Unit Credit 15.0 rees at 1.5 Tree Unit Credit + 19.5 34.5 REE UNIT CREDITS Project Exceeds Required Tree Unit Credits *** NO TREE REPLACEMENT REQUIRED *** FEDERAL WAY TABLE Tree Unit Credits - Table 19.120.130-2 Existing Tree Category Tree Unit Credit Ex'g Tree 1"-6" d.b.h. 1.0 tree units per tree retained Ex'g Tree > 6"-12" d.b.h. 1.5 tree units per tree retained. Ex' Tree > 12"-18" d.b.h. 2.0 tree units per tree retained *NOTE: HYDROSEED FOR EROSION CONTR( ALL FILLED OR GRADED AREAS I i I HAND EXCAVATE ALIT WORK WITHIN DRIP LINE OF TREES TO RETAIN SEDIMENT FENCE ---\I /----EXISTING TREE TO REMAIN, PRESERVE & PROTECT * DO NOT STORE MATERIALS OR EQUIPMENT UNDER DRIP LINE OF TREE DRIP LINE - ESTABLISH DRIP LINE BY MEASURING TREE DIAMETER AT 4 FEET ABOVE GRAL FOR EACH I" OF DIAMETER OF THE ADD P-0" OF DRIP LINE. EXAMPLE: 18" DIAMETER OF TREE _ = 18'-0" RADIUS OF DRIP LINE SEDIMENT FENCE TREE DIAMETER MEASURED AT EXISTING GRADE 4' ABOVE GRADE -EXISTING GRADE -EXPOSED GRADE DETAIL: TREE PROTECTION NO SCALE NOTE Provide tree protection fencing per FWRC 19.120.160. 1. The no disturbance zone shall be identified during the w construction stage with: (a) A temporary five-foot chain -link fence; and (b) Tree protection signage attached to the fence which reads, "TREE PROTECTION FENCE - No soil disturbance, 0 parking, storage, dumping, or burning of materials is allowed O within the Tree Protection Fence." LANDSCAPE PLAN dam Nwnber: - C oved,B : DewY Corwwts: U H � H r� �o OVAL o° f��J Q t15MITTED �4 DEC 0 7 2017 CITY OF FEDERAL'NAY (IMMUNITY DEVELOPMENT PERMIT NO. 06-101755-00-EN APPROVED ATE Lauchlin R Bethune Associates, Inc. ASLA LANDSCAPE ARCHITECTURE & PLANNING, ASLA P.O. Box 1442 Maple Valley,Washington 98038 phone: (425) 432-9877 fax: (425) 432-9878 e-mail: lauchgbethuneassociates.com www.bethuneassociatcs.com ;TATE OF W1 MUNCTa FJ .r`rii 3 LRMWk,PUA=TMMCT ftiFiCATN NC. 4 +% REVISIONS ARev per Leila Willoughby -Oakes; A Assoc. Planner -City of Federal Way Cmt Letter, June 23, 2017. LRBA-8/ 31/17. Rev per Leila Willoughby -Oakes; B Assoc. Planner -City of Federal Way E-mail, 11/15/17. LRBA-12/4/17. n U LU Z F- W Z z W z w Y J �- W -� C o > C F- O OwU)� LLJ o PROJECT ADDRESS: 160 SW CAMPUS DRIVE FEDERAL WAY, WA TREE RETENTION PLAN JOB NO. #217107 SCALE: 1 "=20'-0" DATE: 03/29/17 DRAWN: LJL CHK: LRB COPYRIGHT 2015 SHEET IT1.0 1 LIMIT OF Js, SD #4 WORK °.: ' SDMIa l \ �• •P. a 01 LANDSCAPE IRRIGATION PLAN 0' 10, 20' 40' 80, SCALE: 1 "=20'-0" NORTH BASE MAP FROM WEAVER ARCHITECTS, SEATTLE, WA IRRIGATION LINE AND SLEEVE SIZING CLASS 200 PVC LATERAL LINE SCHEDULE 40 PVC MAIN LINE 3/4" LINE UP TO 10 GPM 3/4" LINE UP TO 10 GPM 1 LINE BETWEEN 11-15 GPM V LINE BETWEEN 11-15 GPM 1 I/4" LINE BETWEEN 16-25 GPM 1 1/4" LINE BETWEEN I6-25 GPM SCHEDULE 40 PVC SLEEVING RAINBIRD PEB SERIES CONTROLVALVES 1 1/2" LINE UP TO 10 GPM 3/4" VALVE UP TO 17 GPM 2" LINE BETWEEN 11-15 GPM V VALVE BETWEEN 18-25 GPM 2 1/2" SLEEVE BETWEEN 16-25 GPM 3" SLEEVE BETWEEN 26-35 GPM � /-LIMIT OF WORK POINT O CONNEC -'OBBLE ROCK 'ER PLANTING (SEE DETAI 'LAN, 12/4/17, tEV.B VERIFY X'G IRRIGATII PLANT PROVID COVERAGE F MATERIAL. RE] NEW IRRIGA7 HEADS COMPLETE AS NEEDED TO COVERAGE STOP F TION L) I I REV.B o VERIFY EX'G GATION TO PROVIDE OVERAGE _ - L. T MATERIA REPAIR AND PROVIDE NEW IRRIGATION HEADS AS b NEEDED TO PROVIDE COMPLETE COVERAG. / SSMH ��48' RIM=242.85 I.E.in=233.10(8"N) I.E.out=232.85(8"S) POINT OF CONNECTION DETAIL 3/4" WATER METER BY OTHERS (WATER PRESSURE REDUCING VALVE - WATTS) 3/4" STOP VALVE - MUELLER - SCHEDULE 80 PVC UNION M I - -� 3/4" DBL CHECK ASSEMBLY 1 1 /4"" MAIN LINE MANUAL DRAIN VALVE J LQUICK COUPLER 1" VALVE hEY VALVE NUMBER _. ._,.--VALVE GPM (GALLONS PER MINUTE) 92 24.00-S/L ("S" Indicates Shrub Zone, "L" Indicates Lawn Zone) 30 1 " -"---- VALVE SIZE VALVE PSI (OPERATING PRESSURE) IRRIGATION LEGEND SYMBOL MANUFACTURER PSI RADIUS GPM LOCATION NOTE: PLACE ALL LAWN HEADS IN LAWN, MIN. 3" AWAY FROM PAVING OR BEDLINE. Op RAIN BIRD 1804 W/10F MPR PLASTIC NOZZLE 30 10, 1.57 LAWN ® RAIN BIRD 1804 W/10H MPR PLASTIC NOZZLE 30 10, 0.78 LAWN Li RAIN BIRD 1804 W/I OQ MPR PLASTIC NOZZLE 30 10, 0.39 LAWN NOTE: USE 6" POP-UP HEIGHT HEADS ADJACENT TO HEAD IN PARKING STALLS. USE 12" HEIGHT POP-UP HEADS IN ALL OTHER LOCATIONS. CONNECT INTO BOTTOM INLET OF 12" POP-UP HEADS. (� HUNTER MP2000 W/19-F MPR PLASTIC NOZZLE 40 19, 1.47 SHRUB NJL HUNTER MP2000 W/19-H MPR PLASTIC NOZZLE 40 19, 0.74 SHRUB It HUNTER MP2000 W/19-Q MPR PLASTIC NOZZLE 40 19, 0.37 SHRUB 0 HUNTER MP1000 W/14-F MPR PLASTIC NOZZLE 40 14' 0.75 SHRUB © HUNTER MP1000 W/14-H MPR PLASTIC NOZZLE 40 14' 0.38 SHRUB © HUNTER MP1000 W/14-Q MPR PLASTIC NOZZLE 40 14' 0.19 SHRUB 10 RAIN BIRD 1812 W/15F MPR PLASTIC NOZZLE 30 15' 3.70 SHRUB Ah RAIN BIRD 1812 W/15H MPR PLASTIC NOZZLE 30 15' 1.85 SHRUB RAIN BIRD 1812 W/I5Q MPR PLASTIC NOZZLE 30 15' 0.93 SHRUB (11 RAIN BIRD 1812 W/12F MPR PLASTIC NOZZLE 30 12' 2.60 SHRUB RAIN BIRD 1812 W/12H MPR PLASTIC NOZZLE 30 12' 1.30 SHRUB RAIN BIRD 1812 W/12Q MPR PLASTIC NOZZLE 30 12' 0.65 SHRUB Q RAIN BIRD 1812 W/IOF MPR PLASTIC NOZZLE 30 10, 1.57 SHRUB © RAIN BIRD 1812 W/lOH MPR PLASTIC NOZZLE 30 10, 0.78 SHRUB RAIN BIRD 1812 W/10Q MPR PLASTIC NOZZLE 30 10, 0.39 SHRUB - RAIN BIRD 1812 W/9SST MPR PLASTIC NOZZLE 30 9'x18' 1.73 SHRUB ■ RAIN BIRD 1812 W/15SST MPR PLASTIC NOZZLE 30 4'x3O' 1.21 SHRUB 0 RAIN BIRD 1812 W/15EST MPR PLASTIC NOZZLE 30 4'xl5' 0.61 SHRUB DRIP LINE: MAXIMUM 18" WIDTH BETWEEN DRIP LINES RAINBIRD DRIP LINE AND REQUIRED AIR/VACUUM 30 TBD 1.50 SHRUB RELIEF VALVES, IN -STEM FILTERS, DIFFUSER BUG CAPS AND OTHER REQUIRED EQUIPMENT TO PROVIDE COMPLETE COVERAGE OF PLANT MATERIAL. e RAINBIRD PEB SERIES AUTOMATIC CONTROL VALVE, SIZE PER PLAN AND PROVIDE AMETEK CONTROL BOX & MIN. 2 CUTT. WASHED PEA GRAVEL. = RAINBIRD PEB SERIES AUTOMATIC CONTROL VALVE, SIZE PER PLAN AND RAINBIRD DRIP LINE VALVE -PER MANUFACTURE SPEC. PROVIDE AMETEK CONTROL BOX & MIN. 2 CUTT. WASHED PEA GRAVEL. O WATER PRESSURE REDUCING VALVE - WATTS SERIES U5, U513, SIZE PER P.O.C. DETAIL e MUELLER BRASS ISOLATION VALVE, SIZE PER POINT OF CONNECTION DETAIL, INSTALL IN ROUND 6" AMETEK, PER DETAIL. ► 4 FEBCO DOUBLE CHECK VALVE, SIZE PER POINT OF CONNECTION DETAIL, INSTALL IN LARGE AMETEK CONTROL BOX, PER DETAIL. I&QC RAINBIRD QUICK COUPLER VALVE 44RC, ASSUME V UNLESS OTHERWISE NOTED ON PLAN. PROVIDE HOSE SWIVEL. INSTALL PER DETAIL AC ':'AINBIRD ESP-LX MODULAR SERIES-8 STATION AUTOMATIC CONTROLLER. EXTERIOR MOUNT, COORDINATE LOCATION PER OWNER APPROVAL. PROVIDE CONDUIT TO POWER SOURCE AND CONNECT TO POWER SOURCE. T GLEN HILTON MC MINI CLICK II RAIN SENSOR WITH BY-PASS SWITCH. INSTALL PER OWNER. 1" MAIN' 3/4" - SCHEDULE 40 PVC MAIN LINE, SIZE PER PLAN. MIN. DEPTH 18" BELOW FINISHED GRADE. 2" SL CLASS 200 PVC LATERAL LINE, SIZE PER PLAN, MIN. DEPTH 12" BELOW FINISHED GRADE. - - - SCHEDULE 40 PVC SLEEVING, SIZE PER PLAN, MIN. DEPTH 18" BELOW FINISHED GRADE FOR MAIN LINE. SCHEDULE 40 PVC SLEEVING, SIZE PER PLAN, MIN. DEPTH 12" BELOW FINISHED GRADE FOR LATERAL LINES. ABED LINE EX'G TREE TO REMAIN, VERIFY LOCATION IN FIELD PRIOR TO CONSTRUCTION EXISTING CONIFER TREE TO REMAIN, OUTSIDE OF IRRIGATION PLAN + EXISTING DECIDUOUS TREE TO REMAIN, OUTSIDE OF IRRIGATION PLAN IRRIGATION NOTES 1. Irrigation design and layout assumes minimum 40 lbs. static water pressure 25 GPM at point of connection. Verify PSI and GPM, if discrepancy exists report to Landscape Architect and owner before proceeding. 2. The Landscape Contractor shall inspect the site and verify existing conditions and dimensions prior to bidding and construction. 3. Landscape Architect to have 48 hour notice to review pressure test for project. Provide owner with Backflow Certification for review and approval. 4. Irrigation plan is diagrammatic. Adjust pipe, valves and irrigation heads according to field conditions and plant locations. Report any discrepancies to Landscape Architect. 5. Coordinate irrigation points of connection and location of automatic controller with General Contractor. 3/4" Water Meter by General Contractor. Coordinate all work with other trades involved. 6. All valves will be placed in valve boxes in a manner which facilitates access for maintenance. Locate valves in shrub and ground cover beds unless approved by Landscape Architect. No valve boxes in lawn areas. 7. All components of irrigation system shall be installed and adjusted to provide adequate coverage and no over spray onto buildings, windows, or paved areas. Contractor is responsible for providing a complete working irrigation system. 8. Contractor is responsible for any damages to building and infrastructure during landscape construction. 9. Bury control wires below mainline and tape to mainline every 10' o.c. 10. Flush mainline before installing valves. Flush zone lines before installing nozzles. Test entire system before back filling trenches. 11. Electric Valves and Backflow prevention assembly to be placed in below grade valve boxes and installed in shrub beds. Verify that valve boxes are not placed where plant materials are to be installed. Provide sleeving under all paved surfaces. 12. Provide full coverage to all lawn and shrub beds. Install additional irrigation heads as necessary to achieve full coverage and water to all plantings. 13. 120 AC Electrical power source at controller location shall be provided by General Contractor. The Landscape Contractor shall make the final connection from the electrical source to the controller. All wiring per L & I Codes. 14. All irrigation heads to be installed perpendicular to finish grade unless otherwise specified. Place all lawn heads in lawn areas, 3" from edge of paving or bedline. Place all shrub heads in shrub beds, min. 4" from bedline and min. 10" from all structures. CONNECT INTO BOTTOM INLET OF 12" POP-UP HEADS. 15. Winterizing the system: The irrigation contractor shall install a manual drain valve assembly. Draining the mainline shall be accomplished by introducing compressed air into the system through the quick coupler valve at the point of connection. 16. Demonstrate working system to building maintenance manager upon completion and acceptance. 17. Locate all utilities before digging. Call 1-(800) 424-5555. 18. Install irrigation system in accordance with all applicable codes and ordinances. 19. Mount Rain Sensor near top of building. Place in approved location with Landscape Architect. 20. From controller install 3M-14 gauge single strand direct bury wire (DBY) with one spare yellow wire and one common wire to each valve box with connections and schedule 80 unions. All wire splices to be for wire connections: DBY-Direct Bury Splice by 3M. 21. Contractor to provide PDF File As -built drawings to Landscape Architect prior to close-out of job. 22. Electrical control wires to be spliced in control boxes only. 22. Asphalt and/or concrete to be removed 2" from behind extruded curb or sidewalk in planter. 23. Install rock outcrops and/or dry creek beds prior to installation of irrigation. 24. Provide one (1) year warranty for parts, materials and workmanship upon final acceptance date from owner for work completed per Irrigation Plan. 25. Verify on -site underground vault location per Civil Engineer prior to construction. All mainlines to be buried min. 18" depth below grade; lateral lines to be buried min. 12" depth below grade. 26. Sprinkler heads adjacent to head in parking, to be set on parking lot stripe, FINISH GRADE JUMBO VALVE PRESSURE ' REDUCING VALVE - BRASS BALL VALVE PIPE FROM POINT OF CONNECTION- 12' 2 CU. Fr. WASHED GRAVEL SUMP DOUBLE CHECK ASSEMBLY PER LEGEND SCH I EDUF.E 3 0 MALE ADAPTER SCHEDULE 80 UNION (1 OF 2) VALVE BOX SCHEDULE 80 90' ELL (1 OF 4) SCH(�111� PIPE QUICK COUPLER MANUAL DRAIN VALVE NOTE 1. INSTALL BACKFLOW PREVENiER AS REQUIRED BY LOCAL CODES AND HEALTH DEPARTMENT. VERIFY LOCAL REQUIREMENTS PRIOR TO INSTALLATION. 2. INSTALL PRESSURE REDUCING VALVE AS NECESSARY FOR FLOW CONTROL CONDUCT FLOW TEST PRIOR TO INSTALLATION OF IRRIGATION PIPE AND HEADS. DETAIL: BACKFLOW PREVENTER NO SCALE FINISH GRADE/TOP OF MULCH QUICK-COUPUNG VALVE: RAIN BIRD MODEL 7 VALVE BOX WITH COVER: 6-INCH SIZE 3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL SUBGRADE PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) PVC SCH 40 STREET ELL PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) PVC SCH 40 STREET ELL PVC SCH 40 TEE OR ELL PVC MAINLINE PIPE PVC SCH 40 ELL 2' x 2' CEDAR STAKE W/ STAINLESS STEEL GEAR CLAMPS OR EQUIVALENT NOTE SUPPORT SYSTEM 1. FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL TO NOMINAL GUM COUPLING VALVE INLET SIZE DETAIL: QUICK -COUPLING VALVE NO SCALE IB/LAWN /PAVING EDGE H GRADE/TOP OF MULCH -UP SPRAY SPRINKLER: IN BIRD 1800 PLASTIC MPR NOZZLE POP-UP HEAD (LAWN) ' POP-UP HEAD (SHRUB) 6= LEGEND) OT CONNECT INTO SIDE- IRT OF HEAD 210 -PVC MAINLINE PIPE NOTE: PVC LATERAL PIPE • PLACE ALL LAWN HEADS IN LAWN AREA, MIN. 3" FROM EDGE OF PAVING OR BEDUNE. PLACE ALL SHRUB HEADS IN SHRUB BEDS, MIN. 3" FROM BEDUNE, AND MIN, 10" FROM ALL STRUCTURES. *DO NOT CONNECT INTO SIDE PORT OF HEAD DETAIL: POP-UP 5PRAY SPRINKLER NO SCALE MAINLINE PIPE PROVIDE MIN. 18' LENGTH *ONE COMMON WIRE 30-INCH LINEAR LENGTH OF WIRE, *ONE SPARE -YELLOW WIRE COILED WATER PROOF CONNECTION (1 OF 2) AMETEK VALVE BOX WITH COVER: 12-INCH SIZE FINISH GRADE/TOP OF MULCH REMOTE CONTROL VALVE: RAIN BIRD PEB 3 `MIN. PVC SCH 80 NIPPLE (CLOSE) PVC SCH 40 ELL SCH. 80 UNIONS (1 EA. SIDE) PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) BRICK (1 OF 4) SCH 80 NIPPLE (2-INCH LENGTH, HIDDEN) AND SCH 40 ELL PVC MAINLINE PIPE PVC SCH 40 TEE OR ELL PVC SCH 40 MALE ADAPTER PVC LATERAL PIPE 3.0-INCH MINIMUM DEPTH OF 3/4-INCH WASHED DRAIN ROCKS DETAIL: REMOTE CONTROL VALVE NO SCALE LANUbUAYb P11 hermit Nwnbec - I OV -6 00 Approved By: ` Comments: ��� c� FOR SUBMITTAL ONLY NOT FOR CONSTRUCTION USE PERMIT NO. 06-101755-00-ERE Cr Go APPROVED DATE SUBMITT )EC 0 7 2017 Y OF FEDERAL W (UNITY DEVELOPk Lauchlin R Bethune Associates, Inc. ASLA LANDSCAPE ARCHITECTURE & PLANNING, ASLA P.O. Box 1442 Maple Valley,Washington 98038 phone: (425) 432-9877 fax: (425) 432-9878 e-mail : lauch@bethuneassociates.com www.bethuneassociates.com c STATE DE WASMGTDN REGISTILE.�R/Pv.3�.;�q Fi L�ss�q�HLAND A en 0;�Mwmc T7 re. REVISIONS A Rev per Leila Willoughby -Oakes; Assoc. Planner -City of Federal Way Cmt Letter, June 23, 2017, LRBA-8/31/17. Rev per Leila Willoughby -Oakes; B Assoc. Planner -City of Federal Way E-mail, 11/15/17. LRBA-12/4/17. UJ f- Z z W C " w -� C > C t- 0 Cr 0tJ u) C., o U L' UJ (D o PROJECT ADDRESS: 160 SW CAMPUS DRIVE FEDERAL WAY, WA LANDSCAPE IRRIGATION PLAN JOB NO. #217107 SCALE: 1 "=20'-0" DATE: 03/29/17 DRAWN: LJL CHK: LRB COPYRIGHT 2017 SHEET L 1.0 Schedule S mbol Label Y QTY Catalog Number Description Lamp Number Lamps Lumens LLF per Lamp Wattage g OSTART) • EXI 1 KVE2 400M ASY (PULSE PREMIUM SQUARE AREA LIGHT WITH :ASYMMETRIC DISTRIBUTION. ONE 400 WATT CLEAR BT-37 PULSE START METAL HALIDE, VERTICAL BASE -UP 1 42000 0.8 456 0 • 0 3 KVE2 400M ASY (PULSE PREMIUM SQUARE AREA LIGHT WITH START) :ASYMMETRIC DISTRIBUTION.EX2 POSITION. ONE 400 WATT CLEAR BT-37 PULSE TART METAL HAL DESVERTICAL BASE -UP POSITION. 1 42000 0.8 912 Q SA 8 OW218-24-LN WALL MOUNT LED, 3500K 1 1561.057 0.9 23.3E a SB 2 D Performance package 1, 4000 K, WST LED P1 40K VF :WST LE P 9 MVOLT visual comfort forward throw, MVOLT LED 1 1639 0.9 12 a SC 2 WST LED P1 40K VW WST LED, Performance package 1, 4000 K, MVOLT visual comfort wide, MVOLT LED 1 1659 0.9 12 a 4 WST LED P3 40K VF WST LED, Performance package 3, 4000 K, MVOLT visual comfort forward throw, MVOLT LED 1 6609 0.9 50 SEE momFROSTED 4 SIGNTEX MUE10X-T EXTRUDED ALUMINUM HOUSING, PLASTIC ENCLOSURE SIX WHITE LEDS 1 494 1 10.7 Luminaire Locations .......................................................................... No. Label MH 1 EX1 30.00 2 EX2 30.00 17 EX2 30.00 18 EX2 30.00 4 SA 6.00 7 SA 6.00 10 SA 6.00 13 SA 6.00 i 19 SA 6.00 30 SA 6.00 31 SA 6.00 32 SA 6.00 15 SB 13.50 16 SB 13.50 3 SC 13.50 20 SC 13.50 21 SD 13.50 22 SD 13.50 23 SD 13.50 24 SD 13.50 26 SE.EM 9.00 27 SE.EM 9.00 28 TSE.EM 9.00 29 SE.EM 9.00 Max Min Max/Min Avg/Min Avg 3.4 fc 0.2 fc 67.0:1 11.5:1 2.3 fc ! NOTE: ALL SITE PARKING LOT POLE FIXTURES ARE EXISTING TO REMAIN. NEW FIXTURES ARE BUILDING MOUNTED TYPES: SA, SB SC, SD AND SE. 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SCALE: NOTED BELOW QA REVISED LAND USE REVIEW A PORTION OF THE NE 1/4 OF THE SE 1/4 OF REVENAN. SEC. 19, TWPo 21 NORTH, RGE. 4 EAST, W.M. AL E5T"'E GROUP CITY OF FEDERAL WAY, KING COUNTY, WA k1lC $ 1 1111111714 RESUBMITTED SEP 13 2017 CITY OF FEDERAL WAY COMMUNITY DEVELOP'ME;'N7 W'eWi AR \ ENGINEERING, L.L.C. .pit 140 1 3231 SOUTH COUNTRY CLUB WAY, STE. 102, TEMPE, ARIZONA, 85282 SSjQgAL P: (602) 393-0201 F: (602) 393-0202 SIGNED: DRAWN BY: WS CHECKED BY: SM JOB NUMBER: 17061 08.28.17 Sep 06, 2017 FOR QUESTIONS PLEASE CALL: WILLIAM SHORTY H�l PHOTOMETRIC PLAN August 31, 2017 SCALE: 1'-0"=20'-0" The plans, ideas, arrangements and designs indicated or represented by this drawing are owned by, and are the property of COVENANT GROUP, and were created and developed solely for use on, and in connection with this specific project, and shall not be used, in whole or in part, for any purpose for which they were not originally intended without written permission from COVENANT GROUP@2016. SA SB / SC / SDZA EXISTING Fixture # Style Project Qty • White Acrylie Diffuser • Horizontar Trim Bars • Solid Top & Bottom • ADA • Camman Express Available (All Sizes) Dimensions and Lamping: -24: 7" A x 24" B x 4" D x 12" MC: 9 lbs. -LN LED: Nominal 25W, 1550 Delivered Lumens -F Fluorescent: (2) 27W BX -FF Fluorescent: (2) 39W BX -36: 7" A x 36" B x 4" D x 18" MC: 12 lbs. -LN LED: Nominal 40W, 2750 Delivered Lumens -F Fluorescent: (2) 40W BX -FF Fluorescent: (2) 50W BX -48: 7" A x 48" B x 4" D x 24" MC: 18 lbs. -LN LED: Nominal 55W, 3950 Delivered Lumens -F Fluorescent: (2) 50W BX -FF Fluorescent: (2) 55W BX LED Color Temperature: -35K 3500K -30K 3000K -40K 4000K LED Control Options : -CLV Integral Power Supply, 0-10V Dimming to 1% Fluorescent Control Options : -CND Integral Power Supply, Non Dimming -007 Integral Power Supply, 0-10V Dimming (Mark 7) -C10 Integral Power Supply, Phase Cut Dimming (Mark 10) Voltage Options: -1 120V -2 277V -MV Multi -Volt Diffusers: -WA Gloss White Acrylic (WA) -WS White Alabaster Acrylic (INS) -WM Matte White Acrylic (WM) -GR Gray Alabaster Acrylic (GR)� -FA Beige Alabaster Acrylic (FA) Standard Finishes: r " -PAL Aluminum (PAL) -PAB Antique Brass (PAB) -PNL Nickel (PNL) PHB Hammered Bronze (PHB) QL -PBR Bronze (PBR) -PHC Hammered Copper (PHC) -PLB Light Bronze (PLB) -PHS Hammered Silver (PHS) -PMB Medium Bronze (PMB) -PSG Satin Gold (PSG) -PDB Dark Bronze (PDB) -PPA Patina (PPA)\ -PRB Oil Rubbed Bronze (PRB) -PRD Traffic Red (RAL 3020) (PRD) a� -PMW Matte White (PMW) -POR Pure Orange (RAL 2004) (POR) x' -PWW White Wrinkle (PWW) -PYL Traffic Yellow (RAL 1023) (PYL) 'r -PSB Satin Black (PSB) -PGR Emerald Green (RAL 6001) (PGR) ; -PBW Black Wrinkle (PBW) -PBL Signal Blue (RAL 5005) (PBL) -PBB Brushed Brass (PBB) -STBD To Be Determined Premium Finishes: Custom sizes and finishes available upon request, -BA Brushed Aluminum (BA) -PB Polished Brass (PB) Fluorescent and;or incandescent lamps not included. -SN Satin Nickel (SN) -PC Polished Chrome (PC) -AB Antique Brass (AB) -PTBD To Be Determined Camman reserves the tight to make design changes -BB Brushed Brass (BB) without prior notice Other Options: Unless otherwise specified, mounting is to a 4 inch octagonal ;unction box. -REM Remote Emergency Power Supply FU5 Fusing (Fluorescent) Structural mounting is required for fixtures over 50 -MAL Matte Finish on Alabaster Acrylic pounds. Please contact the factory for specific mounting instructions. Photometric Information available at cammanitghting.com CAMMAN LIGHTING I DERRY, PA 15627 1(724) 539-7670 ( WWW.CAMMANLIGHTING.COM Specifications Lu inair Height: 8-1/2" (21.59 crn! Width: 17" ;43.18' cm) Depth: 10-3/16" 25.9 cn,j Weight: 20 lbs it WST LED Catalog Number Architectural Wall Sconce � Notes Type ' N�crrr�rf ` r. i Optional Back Box (BBW) Height: 4„ W.2 c , Width: 5-1/2" 14,` cm) Depth: 3.8 /m1 FOR 3/4'NPT ...� _._..__..�,D-........... SIDE. -ENTRY � � l 1 j t Introduction The WST LED is designed with the specifier in mind. The traditional, trapezoidal shape offers a soft, non-pixilated light source for end -user visual comfort. For emergency egress lighting, the WST LED offers six battery options, including remote. For additional code compliance and energy savings, there is also a Bi-level motion sensor option. With so many standard and optional features, three lumen packages, and high LPW, the WST LED is your "go to" luminaire for most any application. 4.45 ....... ...................-: i-.._`_' •._fOR 1/4' MOUNTING BOLTS .................._... w _...__.......__....._ ' • =- s • EXAMPLE: WST LED P1 40K VF MVOLT DDBTXD WST LE0 WST LED P1 1;500 Lumer; package 27K 2700 K OF Visual comfort forward thruvi MVOLT' 277' Shipped included P2 3 00 Lurnen package 30K 3000 K VW Visual comfort wide 120' 347 (blank) Surface mounting bracket P3 6,00CLamenpackage 40K 400CK 208 qgp Shipped separately SOK 5000 K 240' BBW Surface mounted back box= PBBW Pre•rium surface mounted back box" PE Photoelectric tell, button type PER NEMA mist -lock receptacle only PERS Five -wire receptacle only PER7 Seven witereceptacleonly PIR Motion/Ambient Light Sensor, 8-1 Ymounting height' PIR1FC3V Motion/ambient sensor, 8-15mounting height, amb!ent sensor enabled at 1fc` PIRH 180° motion/ambient light sensor, 1 30' mounting height` PIRHIFC3V Motion/ambient sensor, 15-30'mounting height, ambient sensor enabled at tfe SF Single fuse (120, 277, 347V)' DF Double fuse (208, 240, 480V)' DS Dual switching° E7WH Emergency battery backup QW)' E7WC Emergency battery backup (cold, 7W)",, E7WHR Remote emergency battery backup (remote 7W)11 E20WH Emergency battery backup (20W)T:1 E20WC Emergency battery backup (cold, 20`004" E23WHR Remote emergency battery backup (remote 20W) LCE Left side conduit entry" RCE Right side conduit entry" Shipped separately RBPW Retrofit back plate 2 VG vandal guard" WG Wireguardl' DDBXD Dark bronze DBBXD Black DNAXD Natural aluminum DWHXD White DSSXD Sandstone DDBTXD Textured dark bronze DBLBXD Textured black DNATXD Textured natural aluminum DWHGXD Textured white DSSTXD Textured sandstone ACCess0ne5 NOTES 6 Not available with E7WH, E7WC, E7WHR, E20WC, E20WH, or 1 MVOLT driver operates on any line voltage from 120-277V (50/GO E23WHR. Used with inverter system. Not available with 347/48OV. •"' '{3ar%randhrsrlsec?arat�,iX „ ,,,_ Hz). Specify 120, 208, 240 or 277 options only. when ordering with Not available with PE, PER, PIERS & PERT WSTVCPBBW DDBXD U Premium Surface -mounted back box button type photocell (PE), fusing (SF, DF), or dual switching (DS). 7 Not available with 347/480V. 2 Also available as a separate accessory; see accessories information. 8 Battery pack rated for -20' to 40°C. WSBBWDDBTXU Surface -mounted back box 3 Top conduit entry standard. 9 Comes with PBBW. RBPW DIIU Retrofit back plate 4 Not available with PE, PER, PERS, PER7, VG or WG. 10 Warranty period is 3-years. 5 Not available with MVOLT option. Button photocell (PE) can be 11 Not available with BBW. ordered with a dedicated voltage option. Single fuse (SF) requires 12 Must order with fixture; not an accessory. 120, 277 or 347 voltage option. Double fuse (DF) requires 208, 240 or 480 voltage option. LMOLIVYVIA One Lithonia Way • Conyers, Georgia 30012 • Phone: 800.279.8041 • v..............._ rr WST-LED © 2011-2016 Acuity Brands Lighting, Inc. All rights reserved. Rev. 10/11/16 The Brightest Idea is Emergency Lighting GENERAL DESCRIPTION Operating in emergency mode or optional normal- on, this fixture is designed to mount directly on structural mullion beams used in typical glass -fronted entrances, with vertical surface as small as 2". This fixture has full 90' cut-off and will provide efficient emergency lighting in front of egress doorways, or along extended pathways. SUGGESTED SPECIFICATIONS: Supply and install the MOONLITE LED Series MUE Mullion Mount emergency lighting fixture manufactured by Signtex Lighting Inc. The MUE assembly shall be listed for installation in wet locations in compliance with UL 924 and IP66 standards and shall be capable of operating from Signtex remote power supply Series RPS, the Signtex central battery system Series CBS, or from other remote power sources supplying 12-24 VDC or VAC. Upon loss of AC building power, emergency models shall operate for a minimum of 90 minutes in compliance with UL Standard 924 and NFPALSC 101. MOUNTING DATA & DIMENSIONS: MUE.4.16.13 SPACING GUIDE MUE.4.16.13 OE H 1/2" NOTE; FOR REFERENCE ONLY. STANDARD REFLECTANCES 80150120. SIGNTEX IS NOT RESPONSIBLE FOR SPECIFIC CONDITIONS THAT MAYALTER THE RESULTS. CONTACT SIGNTEX FOR LAYOUT ASSISTANCE INPUT IE 7 3/8" Code Compliant Emergency lighting layouts provided free of charge! 120/ 277 VAC BACK BOX WALL MOUNT STATUS INDICATOR L JL PUSH TO TEST { ----- -------- ACCESS (F'_ 3I T -- ---------, COVER I 3 3/4" 5" Typical Wiring Specification: - - -) ULAWM Style: Control Cable OUTPUT #20 AWG 300V 5 V - 24 V Y--BB and AC Models: 4 Conductors REMOTE POWER SUPPLY (RPS) See Table 1 (BB & AC Models Only) TOP MOUNT STANDARD MASONRY BOX 3 3/4" X 3 1/2" X 7 3/8" (SUPPLIED BY OTHERS) 2 3/4" MOUNT SCREW LOCATIONS TYPICAL STOCK MODELS: !E� CROUSE HINDS #TP693 RACO # 698 0 0 TABLE 1 LENGTH TABLE MAX WIRING LENGTH FROM RPS TO FIXTURE BB & AC Models WIRING SIZE AWG LENGTH (FT) BB & AC #20 100 #18 170 #16 225 POWER L 10 Watts 10" 20 Watts'` 19" 'RE & AC Models Only GLASS PANEL 2 1/2" 21�I MULLION SECURITY LIGHTING CONTROL RPS SELF- TEST DIAGNOSTIC FUNCTIONS RE Models: Requires SEC Option'S' with CBS BB MODELS WITH DG FUNCTION BB Models: Requires Option 'SB' for connection lmmmmmmffFTlTl7m7 to 120 VAC NORMAL FULL CHARGE GREEN ON NORMAL FAST CHARGE ORANGE ON FAILED BATTERY ( RED FLASH FAST BB-DG Models: Requires Option 'SD'for connection FAILED LAMP GREEN FLASH to 120/ 277 VAC FAILED TRANSFER 00 ORANGE FLASH FAILED CHARGER 00 RED FLASH SLOW FIXTURE ORDERING INFORMATION: EXAMPLE: MUEBB10AW-DG MUE BB 10 A W MODEL SERIES MUE OPERATION RE= Central Battery or other 12- 24 VDC Remote Source BB= Battery Backup POWER 10= 10 Watts Emergency & Normal On Power 20= 20 Watts HOUSING COLOR MOUNT W= Satin White = Top A= Aluminum T=Wall B= Dark Bronze X= Custom (Includes RPS) Emergency & AC= No Battery Normal On power (Includes RPS) (RE & AC Models Only) tinntPx Inr JUI IIADLC F%JR YYC I LVI+/111VI14J AMBIENT TEMPERATURE LIMITS: LIMITS -40e C to +50° C -DG OPTIONS DG= Self- Test Diagnostics (BB Models Only) SB= Security Lighting with Control Switch for Standard BB Operation (120V) SD= Security Lighting with Control Switch for BB Operation with DG option (120/ 277V) CW1= Custom Window Filter -3800K DAC= Dual AC Input 2HT= 2" C H ' ht 9 anopy eig 5HT= 5" Canopy Height LIGHTING 220 VFWAvenue,Grasonville,MD21638 DISTRIBUTOR: TEL:(410)827-8300 Fax:(410)827-8866 Specifications and Dimensions subject to change without notice. sales@signtexinc.com www.signtexinc.com AREVISED LAND USE REVI A PORTION OF THE NE 1/4 OF THE SE 1/4 OF R��ENANr SEC. 19, TWPo 21 NORTH, RGE. 4 EAST, W.M. ESTATE creour CITY OF FEDERAL WAY, KING COUNTY, WA SIGNED: 08.28.17 Sep 06, 2017 FOR QUESTIONS PLEASE CALL: WILLIAM SHORTY RESUBM117 ELJ SEP 13 2ni/ P H-2 PHOTOMETRIC DETAIL AUGUST 31, 2017 SCALE: N/A The plans, ideas, arrangements and designs indicated or represented by this drawing are owned by, and are the property of COVENANT GROUP, and were created and developed solely for use on, and in connection with this specific project, and shall not be used, in whole or in part, for any purpose for which they were not originally intended without written permission from COVENANT GROUN 2016. FEDERAL WA Y COMME/9C/AL (LOT B) NE 1/4, SE 1/4, SEC.19 7WN.21 N., RNG. 4 E., W.M. COVER SHEET/Sly SSMH-48" W LADDER —�--- — R Rilvf=2�3.G9 L. Jn=235.82(8"N) I.E.out=235.72(8"S) COVENANT REAL ESTATE GROUP 17000 RED HILL AVENUE I IRVINE CA 92 - vvv vvvvvvvvvv_vv vvvv PERMIT NO. X 11-111111X X X _X X JOB NUMBER 8755 0 APPROVED U II Z C DATE w 714 0 A 9 8500 p 11 , 20' STORM EASEMENT PER i AFN 20001109000600 I I i , _ _ _ _ _ _ _ _ _ _ _ _' (� <C LLd I I , , , , -----------,---------' LOTH o o U 30' ACCESS EASEMENT ;' � % PER AFN 20000510000678 / D_. 4159200;710 /----------t -------- VERTICAL DATUM 1 I I ------- - E�k(E R /� KING COUNTY 1 1 0 0 0 48 f� ' a 5' ATER EASEMENT PER � I NGVD 29 N 2 000 20001482 ' I °0 I40 I 7 , — — — WSDOT BRASS DISK IN CONCRETE IN NORTH _ IRE , ' ' I - -- LO HYDRANT F SHOULDER OF BRIDGE ON 320th ST S L- ti CL _ ELEV.454.96(NGVD 29) C�--------- ' 2 t x - CONTOUR INTERVAL=2 01 v--I oo 4., j SDMH#A '66.55' pT 7 �I , , I SCALE: 1 "=40' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES z ,� ` V- PUBLISHED NAVD 88 ELEV= 458.51' LLi z zI 12" ADS . ,P ~.:! I _ __ — — — SHIFT FROM NAVD 88 TO > ap I.E.=231.5 -:.a °� j ' ' t 15 STORM EASEMENT 0 0 40 80 NGVD 29= -3.55' Q 00 11 2- `C:; I PER AFN 20001109000600 I Il N - - I - - (DERIVED FROM VERTCON) � 'Q � :�li '- , ;y. «r i LSDMH#2 • i , , Ct O Q 1= I ,�;.,' D H :B FIRE U Lai {` ' ) BA OF �- _j 0 / NAD 83 91 NORTH ZONE C� RISER i ! Q t � I H ' '' ACCESS EASEMENT I � Q U Q Q # ttI .' 'a ' `v PO N ,, ROOM 24G '* t PER BSP97-0001 I LLZ d Ozi 1 1. SSCO , cv > d- � LV 1 D H#5 OOO PROPOSED ' 24 LOT D LAND DESCRIF77ON U N U j J ;1 BUILDING t , 4 6 (PER COMMITMENT FOR TITLE INSURANCE ISSUED I4 FF=240.44 1,. o ' I 24.v , , 8Y CH/CAGO TITLE INSURANCE COMPANY DATED 1 EX. RETAI "1 `�' _ ' 6 I JULY 9, 2014; COMMITMENT NO. 0019576-06) ~ U ♦ 6 -' ail �Q 1 WALL 1 4159200725 / LOT 'B" OF CITY OF FEDERAL WAY BOUNDARY LINE z 6 / ADJUSTMENT NO. 13- f04768-DO-SU, RECORDED c 0 UNDER RECORDING NUMBER 20131224900009, IN O �.''•.i �� MH# \ I .) KING COUNTY, WASHINGTON.LOTB0= CL TPN.• 415920-0715 s I LEGEND 1 Nam, C. N i 2 , ,---P7�I-- PROPERTY LINE % mac/rfW R/W LINE � \ \ „ CR#2 i C Cq I EASEMENT LINE EXISTING FIRE 19- HYDRANT C PROPOSED PAVEMENT v 12" ADS EXISTING SIDEWALK d \ I.E.=228. 6S ' S &t 8" U EXISTING STORM MANHOLE S , SD — SD - EXISTING STORM MAIN L j i— L0 EXISTING SANITARY SEWER MANHOLE z VAULII Q ,9 •D` #7 6MH#1503 (481-,. - SS — SS - EXISTING SANITARY SEWER MAIN <C RIM=242.85 EXISTING CATCH BASIN U C � PROPOSED I.E.in=233.10(8"N) � 'U � \ \ DETENTION I.E.out=232.85(8"S - P(UG) - VAULT ) I EXISTING POWER LINE Q \ 10' QWEST UTILITY EASEMENT PER 20001012001095 I I N EXISTING WATER VALVE O & 10' PSE UTILITY EASEMENT 20000410000311 LOT C EXISTING FIRE HYDRANT c) Q — w — w — EXISTING WAT ER MAIN U \� —» — EXISTING TELEPHONE LINE LAYOUT ONLY \ 4159200720 o I y°S EXISTING TREE LO NOT TO \ Z EXISTING LIGHT POLE BE PAINTED 60.50' \ EXISTING SIGN EXISTING IRRIGATION METER R SUBMITTED EXISTING TV RISER \ \ ® EXISTING SIGNAL POLE DEC 0 7 2017 © EXISTING JUNCTION BOX �� �,_ 42 \ �p ,, I CITY OF FEDERAL WAY © EXISTING POWER VAULT MUNfTY DEVELOP'MEN�" 'PH EXISTING PHONE RISER EXISTING OIL/WATER SEPARATOR \ EXISTING PAVEMENT �'�• \ I EXISTING RETAINING WALL EXISTING SIDEWALK - • • PROPOSED SIDEWALK �-+.. PROPOSED STORM MAIN CJ� PROPOSED SANITARY SEWER SERVICE HANDICAP SYMBOL R/w /1PROPOSED WATER SERVICE N.T.S. Cam IN PROPOSED STORM CATCHBASIN W PROPOSED CONTECH FILTERRA VAULT OR APPROVED EQUAL �► O PROPOSED DCVA O o PROPOSED RPBA IN "HOT BOX" �../ PARKING N 0 TE: ® PROPOSED WATER METER ® LAND ENTITLEMENTS/PERMITS ON LOT D SHALL PROVIDE A COMPREHENSIVE PARKING ANALYSIS TO THE SATISFACTION OF THE COMMUNITY DEVELOPMENT DEPARTMENT. THE FOLLOWING REQUIREMENTS APPLY TO THE PARKING FACILITIES SHARED WITH LOTS A, B AND C (FWRC 19.130.120(1)): TWO OR MORE BUSINESSES OR USES MAY SHARE PARKING AREAS. THE NUMBER OF PARKING SPACES THAT MUST BE PROVIDED IN SUCH SHARED AREAS MUST BE AT LMLJTY CONFLICT NOTE. CAUTION CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR VERIFYING THE LOCATION, AND DEPTH OF ALL EXISTING UTILITIES THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL THE LOCATION AND PROTECTION OF ALL EXISTING LOCA77ON PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 811 AND THEN POTHOLING ALL OF UTILITIES. 70N CONTRACTOR SHALL VERIFY ALL UTILITY THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS LOCI UTILITIES. PRIOR TO CONSTRUCTION 8Y CALLING THE IT EXIST. LOCATION OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION UNDERGROUND LOCATE LINE U T IO A MINIMUM OF 48 AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT THE PROJECT HOURS PRIOR TO ANY EXCAVATION. ENGINEER TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING W17H CONSTRUCTION. VICINITY MAP S 346TH LN ccn S 348TH ST ,;a m U < m N Q� N. T. S. Parcel Line Table e# Length Direction 1 rL 22.00 N13.26'34"W Curve Table Curve # Length Radius Delta C1 188.02 340.00 31'41'07" C3 249.77 442.00 32'22'39" C2 226.04 r4OO=.0032-22'39" SITE D A TA SITE PARCEL: 4159200715 SITE ADDRESS: N/A ACREAGE: 1.16 ZONING: BC PROPOSED USE: COMMERCIAL OCCUPANCY TYPE: DENTIST OFFICE & RETAIL BUILDING FOOTPRINT AREA: 5,127 S.F. PARKING STALLS REQUIRED: 3,016 S.F./DENTAL 1 PER 300 S.F. = 10 STALLS 2,107 S.F./FOOD 1 PER 80 S.F. = 26 STALLS TOTAL = 36 EXISTING PARKING STALLS: 69 STALLS EXISTING PARKING STALLS TO REMAIN: 38 STALLS PROPOSED NEW/REPLACED IMPERVIOUS AREA: 11,325 S.F. EXISTING PRE -DEVELOPED IMPERVIOUS AREA: 32,002 S.F. A f'1 Q POST -DEVELOPED TOTAL IMPERVIOUS AREA: 26,005 S.F. SHEET INDEX CVR 1 OF 6 COVER SHEET/SITE PLAN TP1 2 OF 6 CLEARING AND GRADING PLAN TP2 3 OF 6 CLEARING AND GRADING SECTIONS R1 4 OF 6 PRELIMINARY DRAINAGE, GRADING AND ROW PL RS1 5 OF 6 STORMWATER DETAILS AND SPECIFICATIONS SI TE PLAN NOTES. RS2 6 OF 6 STORMWATER DETAILS AND SPECIFICATIONS NO O EX. PARKING STALL (9'X 20) TYP. TO REMAIN. 20 PROPOSED ASPHALT DRIVE THRU ISLE. O PROPOSED DUMPSTER PAD/ ENCLOSURE W/ CMU WALL. O BARRIER FREE ADA PARKING STALLS (2). STALLS SHALL NOT SLOPE MORE THAN 1 IN 50. ALL BARRIER FREE STALLS WILL BE IDENTIFIED BY A SIGN AT THE HEAD OF HE PARKING SPACE, 60 INCHES MIN. ABOVE GRADE TO BOTTOM OF SIGN. VAN STALL WILL ALSO STATE "VAN" PER ANSI A117-1 CHAPTER 502.6 & IBC SECTION 1110 ALL BARRIER FREE STALLS SHALL BE CONSTRUCTED PER ALL ADA REQUIREMENTS SEE DETAIL ON THIS SHEET. SEE ARCHITECTURAL PLAN QSUBMITTAL FOR ADDITIONAL INFORMATION. O PROPOSED PARKING STALL (8.5' X 19 ). 6 PROPO ED PARKING STALL (9.4' X 19'). PROPOSED PARKING STALL (8' X 19'). 12„ RESERVED BLUE BACKGROUND W/WHITE SYMBOL 00 & LETTERING. 1" WHITE LETTERS W/ STANDARD WORDING PER HANDICAP CODE REQUIREMENTS, VAN AT VAN SPACE o ACCESSIBLE (IF APPLICABLE) `O 2" DIA FLEXIBLE PLASTIC POST CENTERED ON 5" HANDICAP STALL. STALL ■M■■■N!=Nlm nE®E■■n■ MEMNON NINE ■■■■■■.-= a■■■■■■n■■■nM 00 ■w--E_ �■■■n_ NINE ■'-=1■■n■n■m■n■►-\■■n■ ■=:�■■�■n■■■■■■1- —NONE = ■n■ PARKINGmm .,SYMBOL 4" WHITE STRIPE. LEAST 90 PERCENT OF PARKING SPACES REQUIRED BY THIS TITLE FOR ALL SUCH BUSINESSES OR USES THAT ARE OPEN OR GENERATING PARKING DEMANDS AT THE SAME TIME. THE OWNER OF EACH LOT MUST SIGN AN AGREEMENT IN A FORM ACCEPTABLE TO THE CRY ATTORNEY, STATING THAT THE OWNER'S PROPERTY IS COMMITTED TO PROVIDING PARKING FOR THE OTHER PROPERTY. THIS STATEMENT MUST BE RECORDED WITH KING COUNTY AUDITOR, AT THE APPLICANT'S EXPENSE, AND SHALL RUN WITH THE PROPERTIES. REVISION BLOCK O. DATE DESCRIPTION B A 9-11-17 REVISED PER FEDERAL WAY COMMENTS JL 12-6-17 REVISED DUMPSTER PAD LOCATION JL PROPOSED FDC (4 STORTZ) m PROPOSED IRRIGATION METER PROPOSED POWER TRANSFORMER DATE 12-6-17 DRAWING NO. CVR 8755BASE -SHEET _L OF 6 CONSTRUCTION SEQUENCE 1. CALL OF FEDERAL WAY AT 253-835-2607 FOR PRE -CONSTRUCTION MEETING. FEDERA L WA Y COMMERCIA L (L 0 T B) 2. CLEARLY FLAG ALL LIMITS OF CLEARING AND GRADING PER APPROVED PLANS. CONSTRUCTION NOTES 3. INSTALL TEMPORARY MIRAFI FILTER FENCES AS SHOWN AND PER DETAILS & NOTES ON SHEET 3. O CONTRACTOR TO UTILIZE EXISTING ASPHALT 4. REMOVE EXISTING STRUCTURES, ASPHALT, CURBING, ECT. AS INDICATED ON ENTRANCE FOR CONSTRUCTION ENTRANCE ACCESS, THE TE.S.C. PLAN. - ACQUIRE APPROPRIATE DEMOLITION PERMITS. O INSTALL TEMPORARY MIRAFI SILT FENCE AS SHOWN & 5. CLEAR AND GRADE SITE PER APPROVED PLANS. PER SHEET 3. 6. ANY VEGETATION OR OTHER MATERIALS TAKEN OFF SITE SHALL BE HAULED TO ® INSTALL INLET PROTECTION & TEMPORARY SEDIMENT APPROVED DISPOSAL SITE. CONTROL PER DETAIL ON SHEET 3. 7. INSTALL UTILITIES (IE SANITARY, WATER, ETC.) ® EXISTING STORM VAULT TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION. 8. CONSTRUCT BUILDING PAD, DRIVE THRU ISLE AND STORM SYSTEM PER 5O EXISTING WALL TO REMAIN, CONTRACTOR TO PROTECT APPROVED PLANS. DURING CONSTRUCTION. 9. PROVIDE C.B. PROTECTION UNTIL ROAD & STORM DRAIN SYSTEM IS COMPLETED ©CONTRACTOR TO REMOVE EXISTING CURB, GUTTER, AND ALL EXPOSED SLOPES ARE SEEDED & STABILIZED FOR EROSION & PLANTER AND SIDEWALK AS SHOWN. SEDIMENTATION. O CONTRACTOR TO REMOVE EXISTING PAVING AND 10. NOTE: THE BUILDING CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF CURBING AS SHOWN. STORM SYSTEM DURING BUILDING AND LANDSCAPE CONSTRUCTION. ®EXISTING BIO-SWALE TO REMAIN. CONTRACTOR TO 11. HYDRO SEED AND/OR MULCH SLOPES AND OTHER EXPOSED AREAS PROTECT THROUGHOUT CONSTRUCTION. IMMEDIATELY AFTER GRADING IS COMPLETED AS OUTLINED IN "EROSION CONTROL NOTES". U9 EXISTING PARKING STALL STRIPING TO BE REMO ED (AS NECESSARY) TO ALLOW FOR RE -STRIPING 12. CLEAN OUT AND TEST ALL STORM DRAIN FACILITIES. PARKING AREA TO PROVIDE A.D.A. STALLS. 13. INSPECT AND MAINTAIN ALL EROSION CONTROL FACILITIES AT REGULAR INTERVALS & COMPLETE REQUIRED REPORT. CLEAN AS REQUIRED UNTIL RISK OF SEDIMENTATION HAS PASSED. 14. UNTIL ALL PROJECTS WHICH PRODUCE SURFACE RUNOFF ARE COMPLETED AND ALL EXPOSED GROUND SURFACES ARE STABILIZED BY VEGETATION OR LANDSCAPING, PONDS MAY NOT BE OPERATED AND NO SURFACE RUNOFF MAY BE PERMITTED TO ENTER THE STORM SYSTEM. N 0 TES: 1. ALL FILL SHALL BE CLEAN EARTHEN MATERIAL ONLY, WITH NO CONCRETE, GARBAGE, SOLID WASTE OR ANY OTHER UNACCEPTABLE MASS. 2. ALL ASBESTOS ENCOUNTERED MUST BE REMOVED AND DISPOSED OF IN ACCORDANCE WITH PUGET SOUND AIR POLLUTION CONTROL AGENCY ( PSAPCA ) AND TACOMA- PIERCE COUNTY HEALTH DEPARTMENT REGULATIONS. 3. ALL DEMOLITION MATERIAL MUST GO TO A LICENSED SOLID WASTE HANDLING OR DISPOSAL FACILITY. 4. ALL SEPTIC TANKS SHALL BE PUMPED BY A CERTIFIED SEPTIC HAULER, FILLED WITH SOIL AND A DECOMMISSIONING APPLICATION COMPLETED PER TACOMA-PIERCE COUNTY HEALTH DEPARTMENT REQUIREMENTS. 5. CONTRACTOR SHALL OBTAIN DEMOLITION PERMIT AS REQUIRED PRIOR TO ANY DEMOLITION OR STRUCTURE REMOVAL. 6. ALL SLOPES SHALL MAINTAIN MINIMUM SETBACKS IN ACCORDANCE WITH THE GRADING NOTES ON SHEET TP2. Z THE CONTRACTOR SHALL PLACE THE STRUCTURAL FILL MATERIAL IN EIGHT INCH (8") LOOSE LIFTS CONDITIONED TO THE PROPER MOISTURE CONTENT FOR COMPACTION AND COMPACTED TO AT LEAST NINETY-FIVE (957.) OF THE MAXIMUM DRY DENSITY, AS DETERMINED BY THE ASTM COMPACTION TEST PROCEDURE D-1557- 70. 8. THE OWNER'S RETAINED GEOTECHNICAL ENGINEER SHALL TEST ALL FILL MATERIAL & OBTAIN SUFFICIENT COMPACTION TESTS TO VERIFY SOIL STABILITY. 9. EROSION CONTROL MEASURES OTHER THAN THOSE SPECIFIED MAY BE NEEDED TO PREVENT MIGRATION OF SEDIMENT. SEE SHEETS TP2 & TP3 FOR ADDITIONAL MEASURES. 10. CONTRACTOR TO HAVE EQUIPMENT AND MATERIALS I.E.: STRAW, 12" & 18" CMP , QUARRY SPALLS, TEMP RISER STRUCTURES, ETC. ON -SITE DURING CONSTRUCTION FOR EMERGENCY SITUATIONS. CONTRACTOR TO DEVELOP PLAN OF ACTION FOR EROSION MEASURES PRIOR TO STARTING CONSTRUCTION. 11. PRIOR TO START OF CONSTRUCTION, A NPDES PERMIT SHALL BE OBTAINED FROM THE DEPARTMENT OF ECOLOGY IF NEEDED. 12. PRIOR TO START OF CONSTRUCTION, A FOREST PRACTICE PERMIT SHALL BE OBTAINED FROM THE DEPARTMENT OF NATURAL RESOURCES, IF NEEDED. 13. TO LIMIT IMPACTS TO NEIGHBORING PROPERTIES, DUST CONTROL WILL BE REQUIRED. UTILITY CONFLICT NOTE NE 1/4, SE 1/4, SEC.19 TWN.21 N., RNG. 4 E., W.M. CLEARING AND GRADING PLAN COVENANT RE AL PERMIT NO. X 11-111111X X X _X X JOB NUMBER 8755 O APPROVED �c� ESTATE DATE G R O U P NOTE. w ESC LEAD TO BE APPOINTED BY CONTRACTOR 17000 RED HILL AVENUE I IRVINE,CA 92614 1714.8451.8500 AT TIME OF PRE -CONSTRUCTION MEETING & SEWER EASE NT P R W W . i . w 1 WATER EASEMENT PER PROOF OF CERTIFICATION WILL BE PROVIDED. Z Z o ( I / SEE C B-B N 0 00 81 ' I cv� 1 D AIL EET ` / i I i AFN 20000920001482 Q 6 , 1 I W [t 2 PROP v1 H ` a ` r.. ° mac: C NC, SIPEWAL{. e , . ;• \. I ------- ----- e. UMITS OF CLEARIN ♦ 4, / , -- 1 v' _ _ _ �_ e ; AND GRADING- t { ACTIVITIES {p�1 I i 5 1 I I I I / I , I I , �.I AD p PIPE h 1. 231.59' (N 4 Lki_-I'- i is e; i �-"_ `}, I { I I -� • I I I' _ ------ �- -- r 1 1 t I sA sv-a SO I I i I i ' AEEMENT AF 0 1109000600 1 SDMI 12 I- o 71 ' i \ II ' 3 B#7 III': I 1 i GO Qii - - - - - -I-'. - - - - - Ou i �4, oI II ` II I X. STORM C.B. 1 �w 1 ; I I • I TO BE REMOVED)I 1 qIT- 11,3I 1 i / I r� �L (14 I 4 i eS*4 5\D STORM PIPE , oor 24 I TO BE REMOVED , Li 40 IV I ! y \ \ {I I IEX. STORM C.B. It.. \ \ \ II- - - - - I Lr (TO BE REMOVED) CD SDM 1\\ 5 I + 4U1 o I II CN / 3 E.- 2 66 ) , v 1 < 1 ' -�3 \\ 5 / 24 -- -- - -- -- - p Q ` r _ 236 X�l , ; . S89' 9'3 ' E 7 ;15' \ SDMH#4 LIMITS OF CLEARIN \ AND GRADING/ DD�Hm3 I I 1 \ ACTIVITIES CB#6 \ I I I SSMH 1 03 48"1 RIM=242.85 ( i � I , LE.in 233. i 0(8 N) , j LE.cut=232.85(8"S) \ / If9 / CAL MON. CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR VERIFYING THE LOCATION, AND DEPTH OF ALL EXISTING UTILITIES THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL THE LOCATION AND PROTECTION OF ALL EXISTING LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 811 AND THEN POTHOLING ALL OF UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS CONSTRUCTION BY CALLING THE EXIST. LOCATION OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION UNDERGROUND LOCATE LINE LOCATIONS PRIOR TO CONSTRUTAT IO A MINIMUM OF 48 AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT THE PROJECT HOURS PRIOR TO ANY EXCAVATION. ENGINEER TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. INSPECTION SCHEDULE 1. CONSTRUCTION ENTRANCE SHALL BE INSPECTED WEEKLY & CLEANED AS NEEDED OR NEW SPALLS ADDED AS NEEDED TO MAINTAIN A ROUGH SURFACE. 2. THE EXISTING ACCESS ROUTES INTO THE PROJECT SITE SHALL BE INSPECTED EVERY 2 DAYS & SWEPT OR CLEANED ON A WEEKLY BASIS OR MORE FREQUENTLY IF NEEDED. 3. ALL CUT & FILL SIDE SLOPES SHALL BE INSPECTED EVERY 2 DAYS AND/OR AFTER EVERY STORM EVENT TO REPAIR ANY EROSION OR SLOPE SCOURING. 4. SILT FENCES SHALL BE INSPECTED EVERY 4 DAYS. 5. INSPECT INLET PROTECTION ON A WEEKLY BASIS AND AFTER EVERY MAJOR STORM EVENT. ,CTION "A -A" ON SHEET 3) Lo N VER TI CAL DATUM 00 Lo KING COUNTY NGVD 29 �'- BM: 19 73 z WSDOT BRASS DISK IN CONCRETE IN NORTH cl- SHOULDER OF BRIDGE ON 320th ST. scAL : 1 "=20' ELEV: 454. 96(NGVD 29) �i 0 10 20 40 CONTOUR I N TER VA L = 2' Q 00 TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES Q 0) PUBLISHED NAVD 88 ELEV= 458.5 1' SHIFT FROM NAVD 88 TO �D O Q pz NGVD 29= -3.55' J U Lu (DERIVED FROM VERTCON) Q U Q �"j- cr: w OUNU -� !, 7 Z C) Z O p'I LEGEND -Pz 4! PROPERTY LINE --R74V- R/W LINE - EASEMENT LINE PROPOSED PAVEMENT EXISTING SIDEWALK D EXISTING STORM MANHOLE - SD - SD - EXISTING STORM MAIN �I (S) EXISTING SANITARY SEWER MANHOLE - ss - ss - EXISTING SANITARY SEWER MAIN j EXISTING CATCH BASIN W - a(uc) - EXISTING POWER LINE Q �) EXISTING WATER VALVE 00 EXISTING FIRE HYDRANTcd rcL Q O - w w - EXISTING WATER MAIN N N - K - EXISTING TELEPHONE LINE O o p � EXISTING TREE � U {a EXISTING TREE REMOVE EXISTING LIGHT POLE EXISTING SIGN EXISTING IRRIGATION METER EXISTING TV RISER EXISTING SIGNAL POLE CJ� EXISTING JUNCTION BOX P'� EXISTING POWER VAULT L_H EXISTING PHONE RISER L F EXISTING OIL/WATER SEPARATOR J EXISTING PAVEMENT Q EXISTING RETAINING WALL 1Q EXISTING SIDEWALK CLEARING LIMITS 440EXISTING CONTOURS v c - - 440 - - - - PROPOSED CONTOURS y INLET PROTECTION ® lJ��' MIRAFI SILT FENCE O Lid p \ \ \ LIMITS OF PARKING STALL Q9 r STRIPING REMOVAL RESUBMITTED � 'Q �72017 DEC U 1 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT REWS10 BLOCK 0. DATE DE CRIPT7ON BY A 9-11-17 REVISED PER F DETAL WAY COMMENTS JLC 12-6-17 REVISED DUMP TER PAD LOCATION JLC DA TE 12-6-17 DRAWING NO. TP1 8755BASE SHEET-2 OF 6 32.5' - 35' OQONGO z FEDERAL WA Y COMMERC/AL (LOT B) NE 1/4, SE 1/4, SEC.19 TWN.21 N., RNG. 4 E., W.M. PRELIMINARY DRAINAGE, GRADING AND ROW PLAN P��\�o _j PROPOSED CONC. u- CD SIDEWALK(WIDTH VARIES) 0R/W I I--------------------------'f------------------------' ROPOSED CONCRETE z � 11\ , / - � CURB/GUTTER `'' A I� � JOB NUMBER 8755 J N \ U Z V) 2 DATE (2 W EX. ASPHALT EX. ASPHALT 1 0 KING LOT I \ � / ' + Y DRIVE ISLE PAR 1% (MIN.) , 4159200710' \ _ � ' C - I _ VERTICAL DATUM --------------------------------- ,-----�------------ --- \ KING COUNTY SEWER EASEMENT PER AFN 20000920001481/ NGVD 29 EXISTING STORM \ CB (TO REMAIN) 1I I / // , i i BM: 1973 1 (ADJUST RIM SECT/ON C-C \ I / _ / i ' I i / WSDOT BRASS DISK IN CONCRETE IN NORTH co WATER EASEMENT PER A20000920001482 SHOULDER OF BRIDGE ON 320th ST. ELEV. TO GRADE) c � �.;� / / , + � � F � CONSTRUCTION NOTES: I / ELEV.454.96(NGVD 29) CONTRACTOR TO CONSTRUCT DUMPSTER PAD AND CMU BLOCK ENCLOSURE WITH DUAL SWING LOCKING DOORS AS + SHOWN AND PER CITY OF FEDERAL WAY REQUIREMENTS. --�------ CONTOUR INTERVAL-2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES CL EXIST111 FIRE ° PUBLISHED NAVD 88 ELEV= 458.51' 2 CONTRACTOR TO CONSTRUCT ASPHALT DRIVE THRU ISLE AS SHOWN AND PER SECTION DETAIL ON THIS SHEET. S.. qH __............ <. .._.-.-.L...., Q °--_..,...-_-----_--.-._- -� _ + L- 1 - -- DR�4 T SHIFT FROM NAVD 88 TO O ° _ "HOT BOX" ... . F �'_ -°- a - - - - -� - - -- - - -- SCALE. 9 "=20' NGVD 29= -3.55' 3 CONTRACTOR TO CONSTRUCT "INVERTED ASPHALT DRIVE ISLE WITH CONCRETE V GUTTER FLOWLINE AS SHOWN AND --- -�� 1�< �` a ° _ N j _ FIY O ° -� i - ° d < (DERIVED FROM VERTCON) a0 � E• f PER SECTION C-C DETAIL ON THIS SHEET. � \ � 1 - - Q � ® CL BARRIER FREE PARKING STALL. STALL SHALL NOT SLOPE MORE THAN 1 IN 50. ALL BARRIER FREE STALLS WILL BE �` . ' ' _ _ _ _ _ _ _ _ �' LEGEND N �-� � � c 10 2 40 0 •� rn / I T IDENTIFIED 8Y A SIGN AT THE HEAD OF THE PARKING SPACE, 60 INCHES MIN. ABOVE GRADE TO BOTTOM OF SIGN. VAN \. •° " I �� 7 ° =23^---� STALL WILL ALSO STATE "VAN" PER ANSI A117-1 CHAPTER 502.6 & IBC SECTION 1110 ALL BARRIER FREE STALLS r , I`j I PROPOSED _ _ ___' �� 'COP U O SHALL BE CONSTRUCTED PER ALL ADA REQUIREMENTS SEE DETAIL ON THIS SHEET. SEE ARCHITECTURAL PLAN `a <° \ 240.0 �, / iTp 2 --F� PROPERTY LINE J U Lu SUBMITTAL FOR ADDITIONAL INFORMATION. �PV�+ 1 I CONCRETE I \ q I }i Ji I SIDEWALK (TYP.) Z Q N j. <. < 7 i I PT / I i i ; I ' ' ' , ,pW EM T' S -f- R/W LINE O CONTRACTOR TO RESTRIPE EXISTING PARKING AREA AS SHOWN. 1 ,AD PIPE J I /Y \� + �\ i..'`231.59' 8 6 1 I �! ' ' CONTRACTOR TO RAISE STRUCTURE LIDS TO FINAL GRADE. ' I ' I EASEMENT LINE W d' O '� �, AL PROPOSED PAVEMENT �� I ' •PTO _ 00 < CONTRACTOR TO CONSTRUCT ADA SIDEWALK RAMPS AS SHOWN AND PER DETAILS ON SHEET RS1. / �} 1' I \ 4 SDMH A ' - - - - - - - - - - - -..- ----- --- ...REMAIN EXISTING SIDEWALK ® CONTRACTOR TO PROTECT EXISTING UTILITIES THROUGHOUT CONSTRUCTION. ' ` ' U 8 :.-, ; ; I , + } � � STORM EASEMENT � E' 8 CONTRACTOR TO POTHOLE EXISTING STORM TO VERIFY DEPTH TO ENSURE CROSSING CONFLICT DOES NOT EXIST PRIOR Ia ` �j p k 8 6 " -- - M}- PER AFN 20001109000600 `� EXISTING STORM MANHOLE W O TO NEW STORM SYSTEM CONSTRUCTION. # - - - I - i - - - - - _ _ _ - - - - 1 I CB 7 _ ' } J - 839{.44' ' - - EXISTING STORM MAIN O O - SD - SD - 00 -_ - EXISTING SANITARY SEWER MANHOLE O U 10 CONTRACTOR TO SAWCUT, REMOVE AND REPLACE EX. CONCRETE SIDEWALK (AS NECESSARY) TO CONSTRUCT STORM \ a < } I E12 T �� ' ' - ss - ss - EXISTING SANITARY SEWER MAIN a I. R I AIMING , ' :. 3/ i EX. AT . SYSTEM. � • ' -- o I W LL I I / :�: PROPOSED I BRIER CURB AS SHOWN AND PER DETAIL ON SHEET RS1. 1 i� I SPRINKLER ROOM' ' + I N 11 CONTRACTOR TO CONSTRUCT CONCRETE 8A j ` j M ;j; BOX I _ •a N ) I N OX. t ❑ EXISTING CATCH BASIN �1Q CONTRACTOR TO CONSTRUCT CONCRETE SIDEWALK AS SHOWN AND PER DETAIL ON SHEET RS1. c 4 ° l j ,I } Z ' ( TC= :j'-: RIM=238.00 ,,.1.' i i 0 U L'` ATI N P(UG) - EXISTING POWER LINE i ink. .2 9.7 i I.E.-236.00(6-SE) 2� .661 y �. CONTRACTOR TO CONSTRUCT NEW CEMENT CONCRETE CURB AND GUTTER AS SHOWN AND PER FEDERAL WAY DETAIL ON j t } I=2k39.7 :' j,. W/ TRAFFIC RATED « i ' + ® P<I EXISTING WATER VALVE SHEET RS1. E ST "✓1 f INLET GRATE �''" :• k =239;73I ' ® EXISTING FIRE HYDRANT i C l TC+•240. • I l ■ ' 14 CONTRACTOR TO RESTORE PARKING LOT STRIPING DUE TO PAVEMENT REPLACEMENT AS NECESSARY). IO` LE } I I 1 N TP=239. 22LFN6 ADS(N-12) �" _' - ; / G�Oxi I ' I N ( ) f I 1 �� j t O 0.509r =`' C ' c� i �o i - w - w - EXISTING WATER MAIN 15 CONTRACTOR TO REMOVE AND REPLACE CONCRETE CURBING AS NECESSARY FOR PARKING LOT CONSTRUCTION AND 1 k k! °I. % EX.:f.�;: TW=240.3 + i c�v V7 p WATER SERVICE FIRE LINE CONNECTION.) UNDE GRAND-7C� - EXISTING TELEPHONE LINE � B } \ WET ULT\ � ~ - � _ , d' rl I } i .., SSCO I , i\ (D EXISTING TREE > CONTRACTOR TO CONSTRUCT 31'L X 13 W X 8'D (INSIDE DIMENSIONS) STORM VAULT AS SHOWN AND PER DETAIL ON La 5;�;. \ = f f Z �:: I f O --- j - n 16 :::. RIM 240.35 ■ s 242- ' ^,� EXISTING TREE REMOVE 48 � `� I.E.=f236.5(6) « , I �1 CONTRACTOR TO INSTALL POWER VAULT AS SHOWN. CONTRACTOR TO COORDINATE INSTALLATION WITH PROPER UTILITY -� ° } \� I TC=240.2 O �24,0.3 W/CAST IRON I.ID =238.�0 \ o © =239.2 =240.b �; z EXISTING LIGHT POLE N COMPANY. / \. ■ I \ \ Z �- \ 4 I -239.4 1<.. O O ��N-12) '\ EXISTING SIGN Q j 2'9 �ih;' - c - J IOX AIX \ ' \�\ S CUT INE J SEE SHEET EXISTING IRRIGATION METER \ o \ PROPOSED 5 \4 BUILDING 0 \ i v d EXISTING STORM STRUCTURE TABLE �� ` N 1 =2 `� FF=240.4+ ::f :::. =239'80 I \ FORDETAIL EXISTING TV RISER 600 C ', EXISTING SIGNAL POLEQ �k CB#1 (TYPE II) CB A (TYPE I) *STORM DRAIN MANHOLE #2 N f� ' ° ( \ \ 1ltcL CB 5 TYPE I « _ I \ f ' EXISTING JUNCTION BOX N 1267505.99 N 1267349.4574 1267465.43 / \ \ 1 RIM-238.05 '�:"''- ' ' \ N E 109799.40 E 109745.11 E 109787.05 \ ` i I EXISTING POWER VAULT Q RIM = 239.32 LADDER -W RIM = 227.29 O I.E.=235.55(6 E) C RIM = 238.41 LADDER-W ' \ \ \ I W/ TRAFFIC RATEIX:. * �.[ \ + , \ o...:1.1 EXISTING PHONE RISER I.E. = 234.64 (24" ADS-W) I.E. = 224.14 (12" ADS-S) I.E. = 233.41 (24" ADS-E) \ - I INLET GRATE f PR to �m ' V --_j EXISTING OIL Q I.E. = 234.89 (18" ADS-W) I.E. = 235.36 (18" CMP-NW/OVERFLOW) %V.1 i TP=238.5 TC-238. 5 �: BIK RACK L-_ __--_� /WATER SEPARATOR F- 1 \ \ 8 6 8 I TP-238.2 N6 AD I.E. �.� -: \ \ I I.E. = 235.21 (18" ADS-S) I.E. = 235.19 (18" CMP-S&W OVERFLOW) TC=238.9 O 0.507E FL= 39.i61 5 CB B (TYPE I) / °A \ i / I , ' / % EXISTING PAVEMENT I.E. = 234.68 (12" ADS-E) \ , 1 � � TP=238.4 ,� SpM � BU"NB ADS(N-12) O _ l � N 1267362.12 STORM DRAIN MANHOLE #3 \ °� \ \f , \ �-' r . 2.757E E 109678.92 _ + \ N 1267420.59 , EXISTING RETAINING WALL RIM = 228.51 - E 109607.72 \ v \ \' 1 ` I CB E I �Jc CB#2 (TYPE 1) I.E. = 224.44 (12" ADS N) RIM = 231.98 LADDER-E a� \ 8 I RIM 238.68 ' }�>j _ 1 , \ LE.-235, 6 WISE__1+ EXISTING SIDEWALK N 1267506.94 "=238.9( :;..I LE. = 226.48 (12 ADS -NW) \ \ , \ _ :'�:: , \ E 109645.54 \ 7 TP 238.4 I W/ TRAFFIC RATED - I.E. = 217.56 (36" ADS-S) °\ \ \\ \ \ 1 INLET GRATE « • = 9.1 \ ;� ' i PROPOSED SIDEWALK RIM = 239.01 CB C • N 1267359.90 I.E. = 217.56 (36" ADS-W) ` 1 \ 11 I ' \�. \1 \ c� \ I.E. = 236.61 (12' ADS-S) ( [3 \ \ , I.E. = 236.46 (12" ADS-N) E 109678.34 I.E. = NE PIPE INNMSSECCIBLE n RIM = 227.91 NEW I.E.-225.04 (8 NE) \ \\ \ 7 I l �}_ , \ / PROPOSED STORM MAIN ASPHALT (NO PIPES FOUND, AS � CB#3 (TYPE I) STORM DRAIN MANHOLE #4 \ � 8 6 5 �'I _ FL-2 •b4 PROPOSED SANITARY SEWER SERVICE , i 1 CUT FLOWS TO CB B N 1267400.79 �b \ ` .0 ( MIN) CB O' r ^ N 1267518.21 ) �-\ \ S N- 2 O 147 +\ " f PROPOSED WATER SERVICE E 109624.70 \ 1 f ^ E 109613.07 1 a .� RIM = 238.85 *SV A RIM = 230.18 LADDER -NW \ ` \ �(R� DRi�IN� i I 5LFN6-ADS(N- ) O 0.60X '• 8 \ ATE ■ PROPOSED STORM CATCHBASIN I.E. = 236.71 (12" ADS -NW) RIM = 238.58 LADDER-S 1. E. = 218.25 (36" ADS-N) ` w a \PPNNECTI `Jvc, TC=238A5 11LF-6■ADS(N-12) 0.547G CN ' CL I.E. = 236.76 (12" ADS-S) I.E. = 233.18 (12" ADS-W) I.E. = 220.56 (36" CONC-SW) \ / 3LF-6■ADS�Njl12) I 6 ; - - '- - - - - - - - - PROPOSED CONTECH FILTERRA VAULT I.E. = 236.71 (6" ADS SE) LE. = 229.83 (BOTTOM VAULT) C>.�° ` J PI 1 .6776 > d + \ 2 1 / OR APPROVED EQUAL I.E. = 217.88 (36' ADS -SE) \ - Z I.E. = 227.78 (8" CONK -SE, \ \ 4r E. \6' )\ ,r // `? c ;L I O Jr A o EYIDRANT F R & �jc SV B - �T PROPOSED DCVA CB#4 (TYPE ) COULD NOT VERIFY) r. AD (N 12) $ �` '� 10 9 , N 1267519.08 RIM = 238.40 NO LADDER �\ ' ------ --- - r- 6 - - - -- E 109606.27 I.E. = 233.85 (TO METAL RACK STORM DRAIN MANHOLE #5 �( � PROPOSED RPBA IN "HOT BOX" RIM = 238.63 NOT BOTTOM VAULT N 1267356.66 \ ` \ ti�1' , ; 1 Q I.E. = 236.75 (12 ADS-N) ) E 109738.74 \ \ I\�`~ t� 1 ' ;�: 92 CB / 8 \ L W ® PROPOSED WATER METER Q * SV C RIM = 228.08 LADDER-E / �-- � � � �� ��� / 49 ' i S89' , 5' - ----------' \ �� PROPOSED FD „ CB#5 (TYPE 1) (TO BE REMOVED) RIM = 238.53 LADDER S I.E. = 219.68 (36" ADS-N) / �� - ! PRO ED C (4 STORTZ) Q N 1267462.02 I.E. = 233.53 (12"PVC SE) I.E. = 220.28 (36" ADS-S) - E 109696.60 / . / , 2 N6" S(N 12) ' } ESU� J i 0.50 } ® PROPOSED IRRIGATION METER RIM = 238.10 I.E. = 228.78 (BOTTOM VAULT) 4c STORM DRAIN MANHOLE A \ f \ _ SDMH# 8 V / / ✓ , , I (�/ } \ / , ' I '17 PT PROPOSED POWER TRANSFORMER C I.E. = 235.50 (12" ADS-N) N 1267433.90 / % ' CB 6 TYPE I TO BE REMOVED E 109797.27 \ n° D�AH l DECpEC 7 2 Q # ( ) ( ) RIM - 238.72 LADDER-E TP = TOP OF PAVEMENT ELEV. N 1267464.35 ( ) \ / / / Y (B,'� i i i CITY Of FEDERAL WAY TC = TOP OF CURB ELEV. I.E. = 233.14 12 ADS-E) Z (� / \ + ; ; ; ` MMUNITY DEVELOP {E:N I FLOW LINE ELEV. r n E 109776.54 I.E. = 227.46 (BOTTOM VAULT) °aQ 5 �\ • , , FL V RIM = 238.11 3 TYP I 1 ` I.E.= 230.83 (WATER LEVEL) O / _� / , SSMH 1 03 48"l ' I.E. = 234.87 (12" ADS-N) \ ° n / ��22=161N_E,�W&SW) (FlELD,_A6JUSf) - --I-- ♦♦�� RIM=242.85 ♦ \ _ I.E. = 234.71 (12" ADS-S) �k STORM DRAIN MANHOLE B \ ° ° �' O� I•E.;n=233.10(8"N) CB#7 (TYPE 11) N 1267433.91 / <6 ° ° \ 5` / �� W/ ING LID RATEP SOLD I.E.ou?=232.85(8"S) = O U E 109778.78 p'\ I , W . f, N 1267441.76 RIM = 238.74 LADDER-W - 5� 0.5' 5'-6' 5'-6 0.5 E 109786.09 I.E. = 227.26 (BOTTOM VAULT) \ �/ #9 �' FILTER VAULT CONTECH FILTERRA OR APPROVEDEQUAL) i j RIM = 238.29 LADDER-W I.E. = 232.85 (WATER LEVEL) / RIM-237.63(FIELD ADJUST) 2'1 21 % �4 op I.E. = 232.72 (18" ADS-S) NO PIPES VISIBLE \ \ " Mq iso I.E. = 232.78 (18" ADS-E) \�. LEin=235.13(6 NE) 4159200720 • �' • STORM DRAIN MANHOLE C T I.E.out-232.21 6 SW) 2%(M=� MIN•) 4, o��' t�`r'Aw �../ 4c CB#8 = STORM DRAIN MANHOLE * N 1267433.88 \ SEE DETAIL ON SHEET RS1. a '"�- 1 ssto �� �� N 1267443.14 4 E 109688.97 \ \ CB TYPE II 48- I 6" CONC. It E 109659.84 RIM = 238.51 LADDER-E RIM = 238.85 LADDER-E ADJUST EXISTING RIM TO I.E. = 226.96 (BOTTOM VAULT) \ �-----1 / / RIM-237.31(FIELD ADJUST) - I.E. = 227.42 (24" ADS-N) NEW GRADE. I.E. = 232.76 (WATER LEVEL) \ • UNYIELDING SUBBASE I�=I - (TYP.) I.E. = 227.22 24" ADS -SW NO PIPES VIIBLE \ / STORM DETENTION VAULT 16 LE.=23 TRAFFIC RATED SOLID 2"MIN. COMPACTED DEPTH CL. "B" DATE ( ) \ W TRAFFIC RATED SOLID CB E II 54- FIELD ADJUST RIM ELEVATIONS / 6"CL."B" BANKRUN GRAVEL MAY BE ASPHALT CONK. PAVEMENT. SV EXISTING STORM VAULT STORM DRAIN MANHOLE D \ ya LOCKING UD 92-6-17 N 1267355.53 �� RI =2 .32(FlELD ADJUSTS TOP OF VAULT=232.71(INSI� REQUIRED BY THE SOILS ENGINEER 2"MIN. COMPACTED DEPTH CRUSHED CB#9 (TYPE 1) D EXISTING STORM DRAIN MANHOLE I.E.-225.21(8-NE&SW) BOTTOM OF VAULT-224.71(INSIDE) DEPENDING UPON SOIL CONDITIONS. (O CATCHBA IN (/ ). N 1267434.64 E 109839.48 W/INLET RATE SURFACING 5 8 MINUS DRAWING NO. W/ TRAFFIC RATED SOLD I.E.in=231.71 6 NE --- (TYP.) RIM = 229.92 LADDER-E " E 109583.51 ❑ EXISTING CATCH BASIN LOCKING LID dt LEout=225.21(8 � - 8755BASE RIM = 233.04 I.E. = 220.47 (36" ADS-S) 25LF^'8"ADs(N-12) o 0.68A SRESTRICTORTRUCTURE, CONTROL SEE SOLD LOCKING ACCESS LDS. INVERTED DRIVE THROUGH PAVEME T SECTION DETAIL N. T. S. I.E. = 229.34 (12" ADS -SW) STRUCTURE SEE DETAIL SEE DETAIL ON SHEET RS2 R . SHEET -!L OF 6 REVISION BLOCK O. DATE DESCRIP77ON BY A 9-11-17 REVISED PER FEDERAL WAY COMMENT JLC 12-6-17 REVISED DUMPSTER PAD LOCATION JLC PERMIT NO. XX-XXXXXX-XX I APPROVED NOTES: 1. SEE OM 3-3 FOR JOINT RE'QMBAENM 2 ROLL GUTTER TO MATCH POSITNE SUPERELEVATION. 3, TO BE USED ONLY AS APPROVED BY 7 E PUBLIC WORKS DEPT. •.-e. 2 FT./" 00, TO ODWORM TO cRo SLOPE OR 0.02 FL/FL ^� EXPANSION JOINT CD * o.ozi Fc-/Fr- l 0.05 FT. 2 m `:.:: - . =}-_ -4 •' CEMENT CONCRETE SIDEWALK TOP �J� S(CSTC�CING * NOTE: TOP OF LIP AT DRIVEWAYS. NEW CEMENT CONCRETE CURB & GUTTER TOP OF AT APPF m 7 3/4' CEMENT CONCRETE BARRIER CURB REV: FEB 201, C`<\cr" D' WORKS CURB DETAILS 3 4 TC-240.35 TC=240.38 EX=240.35 EX=240.38 �d 1 . a A ' I FLOW DIRECTION ARROW(TYP.) TC=240.2 �1w EX=239.41 TP=39.86 239.86 TP= 02 --- --- - 240.02 - }-PROPOSED DETECTIBLE WARNING STRIP(TYP.) 1 F 1 F F23�78- 1=240.08 CB#1 RIM-239.32 -239.65 _-................_;X=239.98 - - - - TP=239.52 .' .. EX=240.-Q2- - $ (� • C-239 9 RIM 239.77 F . TP-239 44 " -• EX=239 44 &3%(MAX.) r TW=2 .13 - EX-2 .14 J. PROPOSED BUILDING a ER=?• 9�93 F.F.=240.44 L - ADA SIDEWALK RAMP DETAIL "A" SCALE: 1 "=10' FEDERAL WA Y COMA*fERCIAL (L OT B) NE 1/4, SE 1/4, SEC.19 nVN.21 N., RNG. 4 E., W.M. EX=240.01 PROPOSED �). :T BUILDING I f F.F.=240.44 I ' - - - - - - - -I �) f I TEXX: &3X(MAY-)•- --------- ` -2 TO TPv EX=239.75 314" RADIUS 4„ ASPHALT 6" PAVING 1 i0„ CONCRETE SIDEWALK DETAIL EX=239.99 7P-239.10 _TU231777 - EX=239.26 EP=239.22 TC-239.67 TC-239.54 TP=239.17 RI( M- 23&68 EX=239.52 V EX=239.04 39, PROPOSED EXTRUDED = 2 TC=239.48 g CONIC. CURB(TYP.) &376(MAX. (_ } TEPX 239.57 .57 < -�-: 1f • 1 I I I (TYP.) J_ I.. :.I I I 1 1 �: I'• I 1 I I � j I �2 TP*-240 i' X =2:239. 39•: I / EX-2 CONTRACTOR TO ' ' ; :. ; - • - PROVIDE DETECTABLE I - ;I ' !39.43 B#2 M=239.0"fRRI / TW-239. I TC=239.42 EX=239.36 TP-23&92 d ° I EX=238.92 EX. SIDEWALK TW=239.47 a RAMP � - � EX-239.52 d Q � d � I a a G gg J 6 P. TP=239.07 EX=239 7 TEPX=�.3388. 49 ADA SIDEWALK RAMP DETAIL "C" SCALE: 1 "=10' I � 1 1 --EX. SPHALT EA- -+... a_ I =� I I i I i 1 O i I WARNING STRIP TYP. ,. - . :.. • I `� TC=2411.41 T2 .7 TC= ]. - EPs24.91 TP=24.6 , TC-240.35 .- - .: I - TP-240.35 EX=239.65 T EX=23 89 i I TP-240.52 ' 3 O 4 &3 MAX. --- ' TC=2 37 TP=23 89 I EX=240.75 9.00' ] TC=240.35 ; TC-239 92 I TP-240.36 ' TW-239.95 _ g ; _ PROPOSED CONC. EX=239.65 $2 . 119.91 yN•IEEL STOP(TYP.) PROPOSED BUILDING i In f - TP=240.75 F.F.=240.44 �..... E39:92- = 48 _ _ . EX-241 20 0 1 i ' T ADA RAMP LANDING • . I � TC=239.94 SHALL BE S 2.07E IN TC=240.35 ALL DIRECTIONS. TW=239.95 ' TP=239.90 I TC=240.30 ;TP-246.2 IEX-2 62 _ TP 240.73 , EX=239.72- TP=239.85 ; ' 120.06' EX=241.10 &37L(MAX.) �� 4 I EX=240.01 I i 1 TP=240. I T ' :. • , EX=240.5 9.00 I TIC I ; = ( EP=239.8800 EP=2 .- i a TP-240.88 E TP-240. -: I I , I I EX=241.07 , '� f EX=240.01 i�_ •r• F. TI { f I I -- --- '-------- --- -- X=2 .47I --------- ------ - ----� AW U EX=241 7 O i LINE YP.) i it -�.: - I :.I:•• -. •.• .I�- , � � I I it I "�' ' -' •' i• t I � I 1 � I / ADA SIDEWALK RAMP DETAIL "B" /� SCALE: 1 "=10' 1.78 1.78 N. T. S. LENGTH ��■■■■■ r o�L isN •' oLLI z_oz ±*.` ,-� W CFO cN> ~ ~ � z ILw w - - �- g a - w N > a O > > Z °l z -1' 1 in m a L EGEND SECTION A A m 1" RADIUS -318" MASTIC 20, MAX. BROOM 1/2" MASTIC WHERE ABUTTING CEMENT 12„ 2" I FINISH CONC. PAVEMENT 318" EXPANSION JOINT STEEL 2" ROADWAY SURFACE TROWELED NO TES: • FORM AND SUBGRADE INSPECTION REQUIRED 12„ BEFORE POURING. • JOINTS SHALL BE TROWEL FORMED, PERPENDICULAR TO STREET AND EXPOSED • CONCRETE SHALL BE TYPE II CLASS (B) • BROOM FINISH TO BE PARALLEL TO STREET 24 POURED -IN -PLACE CONC. CURB DETAIL N. T. S. SCALE: 1 "=10' 6iol 0 5 1 20 PERMIT NO. XX-XI JOB NUMBER 8755 APPROVED DATE SDR 35 INLET LENGTH COUPLING CAST INTO LENGTH PRECAST VAULT WALL A---- ------- ----- -I A - �00----�- I I uun U n - r- U o 3 -_ ©- I I SD 35 OUTLET CLEAN OUT UPLING CAST INTO C I RECAST VAULT WALL j CI - - - - - - - - -I - -- INLET D D ---- IT COUPLING LOCATIONS TREE GRATE PLAN VIEW PLANJVIEW wu LANT PROVIDED BY CONTECH CLEAN OUT FRAME AND COVER CAST INTO TOP SLAB ENERGY DISSIPATION ROCKS TREE GRATE AND FRAME CAST INTO TOP SLABSDR 35 INLET PIPE TOPSLAB WITH BYPASS SLOTS SDR 35 3" MULCH LAYER, TYP. INLET COUPLING PROVIDED BY CONTECH 02" IRRIGATION PORT, TYP. a. 0 °zo QoOI-`_ fg;� zz z O 00 a mi- :. �Ytz- cN WfVZ WZ - om �N > Z � WI- _ WI0-- v > _w O - , - -' " • ' ^' "' - � 21" FILTERRA MEDIA, TYP, F- z > Z ? - - F PROVIDED BY CONTECH O - • , SDR 35 6" UNDERDRAIN OUTLET COUPLING STONE LAYER, TYP. 4"-6" UNDERD BYPASS/UNDERDRAIN FLOWKIT PROVIDED BY CONTECH (VARIES BY SIZE) __ PROVIDED BY CONTECH SECTION A -A SECTION A A 6" BYPASS INLET PIPE CONFIGURATION APPROXIMATE MAXIMUM BYPASS = 0.6 CFS DESIGNATION SIZE LENGTH WIDTH INLET/ OUTLET PIPE DIA. UNDER- DRAIN PIPE DIA. (PERF.) TREE GRATE Q-n/ & SIZE FTIBPO404.6 4 x 4 4'-0" 4'-0" 6" SDR 35 4" SDR 35 (1) X x Y IN I r-rVIAL rIrIIVV MAT VAMT L)trtNUINU UPON INFLUENT LOCATION ' MAXIMUM TOP TO INVERT OUT = 63' MAXIMUM TOP TO INVERT IN = Z-0' TW = TOP OF WALK ELEV. TC = TOP OF CURB ELEV. TP = TOP OF PAVEMENT ELEV. EX = EXIS77NG ELEV. 10" PASS INLET PIPE CONFIGURA ION APPROXIMATE MAXIMUM BYPASS = 2.2 CFS UNDER- INLET/ DRAIN TREE DESIGNATIO SIZE LENGTH WIDTH OUTLET GRATE PIPE DIA. PIPE DIA. (PERF.) TY & SIZE FTIBPO606- 6 K 6 6'-0" 6'-0" 10" SDR 35 4" SDR 35 (1) 3' x 3' FTIBP08 10 8 6 8'-0" 6'-0" 10" SDR 35 4" SDR 35 4' x4' FTIBPI 10 10 x 6 10'-O" 6'-0" 10" SDR 35 6" SDR 35 FTIB 204-10 12 x 4 12'-0" 4'-0" 10" SDR 35 6" SDR 35 (2) 3' FT[ 1206 10 12 x 6 12'-0" 6'-W 10" SDR 35 6" SDR 35 (2) 4' BP1307_10 13 x 7 13'-0" 7'-0" 10" SDR 35 6" SDR 35 (2) 4' x rlruvv ivlhr V r[i uCt'CIVUIIVto UrUN INI•LUtNI LUUAI IUN IMUMTOPTOINV RTOUT =5'-7" INT RNAL PIPING MAY VARY DEPENDING UPON INFLUENT LOCATION ' MAXIMUM TOP TO INVERT IN = 2'-10" IMUM TOP TO INVERT OUT = 5'-S" The aaat; .0Iafama4n Fada Ma� «, this a,a„:q is p o d*J as a "ar im to fie { w miser, wags "r ead ea eaa a by Cwt "dt Eng n sawat, uc a, - of m aMa CC-d. W, NM- this a�i3O, a a I. pan na�r: aW b" saes. ,aa.&-d « maare.a 1. say x/diM 9ta at wrlbea cm aam of (:a1WG`L m to amr/y Is dials mtba ue./s an ask find canlaC, azts.aey tllsdelfffi .aY Hat"" "'beas"'k for se" ass N d"earePetdas bal.eso 4w WPPIM lafD ba aPba "tdrh th. Eta"bgt is based ane acWd OW c dfflaaa are se,a atesa at a,e MAXIMUM TOP TO INVERT IN =2'-8" w *Paa9�assas.the.aascmpaaaa mumbempamemcoata�Immamamn «tea aWauaam>bassom carowh.aspia- abuiy d..Wam.m.arre,V oe*Wmaran„iiiers„aaEa a*Pow ry leas C NTECH' FILTERRA ENGINEERED SOLUTIONS LLC INTERNAL BYPASS PIPE (FTIBP) 'DIMENSIONS MAY VARY t Yz" DEPENDING tivww.ContechES.com ON PRECASTER BUILD CONFIGURATION. 9025 Centre Pointe Dr., Suite 400, West Chester, OH 45069 CONFIGURATION DETAILS 800-338-1122 513 645 7000 513.645-7993 FAX RESUBMITTED CONSTRUCTION NOTES: EG16q 2017 O EX. PARKING STALL (9'X 20) TIP. TO REMAIN. REVISION BLOCITY OF FEDERALWAY COMMUNITY DEVELOPMENT 8" BY P S INLET PIPE CONFIGU TION APPROXIMATE MAXIMUM BYPASS =1.2 CFS R INLET/ URA TREE DESIGNATION E LENGTH WIDTH OUTLET GRATE PIPE DI I PIPE DIA. (pER QTY. & SIZE Is FTIBP0604-8 6 x 4 6'-0" 4'-0" 8" SDR 35 4" SDR 35 (1) X x 3' FTIBP0606-8 6 x 6 6'-0' 6'-0" 8" SDR 35 4" SDR 35 (1) Tx 3' FTIBPO8 8 x 4 8'-O" 4'-0" 8" SDR 35 4" SDR 35 1) 3' x 3' FTIBP08 8 x 6 8'-0. 6'-0" 8" SDR 35 4" SDR 35 ( 4' x 4' FTIBPI 10 x 6 10'-0" 6'-0" 8" SDR 35 6" SDR 35 (1) 4' FTIBP 204-8 12 x 4 12'-0" 4'-W 8" SDR 35 6" SDR 35 (2) 3'N' FTI 1206.8 12 x 6 12'-W 6'-0" 8" SDR P1307-8 2O CONSTRUCT ADA COMPLIANT SIDEWALK RAMP AS SHOWN AND PER CITY OF FEDERAL WAY REQUIREMENTS. 3O BARRIER FREE ADA PARKING STALL. STALL SHALL NOT SLOPE MORE THAN 1 IN 50. ALL BARRIER FREE STALLS WILL BE IDENTIFIED BY A SIGN AT THE HEAD OF THE PARKING SPACE, 60 INCHES MIN. ABOVE GRADE TO BOTTOM OF SIGN. VAN STALL WILL ALSO STATE "VAN" PER ANSI A117-1 CHAPTER 502.6 & IBC SECTION 1110 ALL BARRIER FREE STALLS SHALL BE CONSTRUCTED PER ALL ADA REQUIREMENTS SEE DETAIL ON THIS SHEET. SEE ARCHITECTURAL PLAN SUBMITTAL FOR ADDITIONAL INFORMATION. ® EX. CONCRETE CURB TO BE REMOVED AND REPLACED TO CONSTRUCT ADA PARKING STALL GRADES (AS NECESSARY). 5O PROPOSED COMPACT PARKING STALL (8.5' X 20') TYP. C 0. DATE DESCRIP77 N BY A 9-11-17 REVISED PER FEDERAL WAY COMMENTS JLC 12-6-17 REVISED DUMPSTER PAD LOCATION JLC wN � J Z O 1 _ Q t� "`Q v, llO 1� 6 0 � DATE 12-6-17 DRAWING NO. 1-101 8755BASE .SHEET 5 OF-