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17-105489 (5)TITLE REPORT NOTES: (PER CHICAGO TITLE INSURANCE COMPANY COMMITMENT NUMBER 0095595-06 DATED APRIL 6, 2017 G SUPP #1 AND #2(5-10-17)) 1. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT: GRANTED TO: LAKEHAVEN UTILITY DISTRICT, A MUNICIPAL CORPORATION PURPOSE: RIGHT OF WAY FOR WATER FACILITIES AND ALL APPURTENANCES RELATED THERETO RECORDING DATE: SEPTEMBER 3, 1999 RECORDING NO.: 19990903000828 AFFECTS: AN EASTERLY PORTION OF SAID PREMISES; AND OTHER PROPERTY PLOTTED 2. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT: GRANTED TO: CITY OF FEDERAL WAY, A MUNICIPAL CORPORATION PURPOSE: INGRESS AND EGRESS FOR INSPECTION OF AND TO REASONABLY MONITOR THE STORM WATER TREATMENT AND DETENTION FACILITIES RECORDING DATE: SEPTEMBER 16, 1999 RECORDING NO.: 19990916001926 AFFECTS: SAID PREMISES AND OTHER PROPERTY SAID INSTRUMENT CONTAINS PROVISIONS FOR BEARING THE COST OF MAINTENANCE, REPAIR OR RECONSTRUCTION OF THE FACILITIES BY THE GRANTOR OF SAID DOCUMENT NOT PLOTTED AS THE EASEMENT DOES NOT CONTAIN A DEFINED LOCATION 3. RECIPROCAL ACCESS AND UTILITY EASEMENT AND SHARED COST AGREEMENT AND THE TERMS AND CONDITIONS THEREOF BETWEEN: THE QUADRANT CORPORATION, A WASHINGTON CORPORATION AND: CAPITAL ONE BANK RECORDING DATE: DECEMBER 21, 2001 RECORDING NO.: 20011221001391 SAID EASEMENT/AGREEMENT HAS BEEN MODIFIED Pl, FIRST AND SECOND AMENDMENTS THERETO RECORDED UNDER RECORDINi: NUMBERS 20051116002069 AND 20060411001774. DELETED BY SUPPLEMENTAL #2 4. RECIPROCAL DRIVEWAY AND UTILITY EASEMENT AND SHARED COST AGREEMENT AND THE TERMS AND CONDITIONS THEREOF BETWEEN: THE QUADRANT CORPORATION, A WASHINGTON CORPORATION AND: CAPITAL ONE BANK RECORDING DATE: DECEMBER 27, 2001 RECORDING NO.: 20011227000839 SAID EASEMENT/AGREEMENT HAS BEEN MODIFIED BY FIRST AMENDMENT THERETO RECORDED UNDER RECORDING NUMBER 20051221000599 EASEMENT IS LOCATED WEST OF THE PROPERTY AND NO AFFECTS THE PROPERTY 5. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT: GRANTED TO: LAKEHAVEN UTILITY DISTRICT, A MUNICIPAL CORPORATION PURPOSE: WATER AND/OR SEWER FACILITIES AND ALL APPURTENANCES RELATED THERETO RECORDING DATE: MAY 19, 2006 RECORDING NO.: 20060519000191 AFFECTS: A WESTERLY PORTION OF SAID PREMISES AND OTHER PROPERTY LYING WITHIN A STRIP OF LAND 30 FEET IN WIDTH PLOTTED 6. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT: GRANTED TO: PUGET SOUND ENERGY, INC., A WASHINGTON CORPORATION PURPOSE: ONE OR MORE UTILITY SYSTEMS FOR TRANSMISSION, DISTRIBUTION AND SALE OF GAS AND ELECTRICITY RECORDING DATE: OCTOBER 16, 2006 RECORDING NO.: 20061016001372 AFFECTS: A PORTION OF HEREIN DESCRIBED PREMISES NOT PLOTTED AS THE EASEMENT DOES NOT CONTAIN A DEFINED LOCATION 7. EASEMENT AGREEMENT AND THE TERMS AND CONDITIONS THEREOF BETWEEN: ESTHER L. PORTER, A MARRIED WOMAN, DEALING WITH HER SOLE AND SEPARATE PROPERTY, JUDITH SCHNEIDER, A MARRIED WOMAN DEALING WITH HER SOLE AND SEPARATE PROPERTY, ESTHER L. PORTER AND JUDITH SCHNEIDER, TRUSTEES OF THE SIEGBERT AND RUTH KLEBE FAMILY TRUST DATED 1-24-91 AND: WEYERHAEUSER COMPANY, A WASHINGTON CORPORATION RECORDING DATE: APRIL 9, 2007 RECORDING NO.: 20070409000213 REGARDING: ESTABLISHMENT OF POWER EASEMENT AND RELATED COVENANTS AND PROVISIONS PLOTTED B. MINERAL RESERVATION CONTAINED IN DEED FROM WEYERHAEUSER COMPANY, A WASHINGTON CORPORATION RECORDING DATE: MAY 21, 1996 RECORDING NO.: 9605210333 NOT SURVEY RELATED 9. COVENANTS, CONDITIONS, RESTRICTIONS, RECITALS, RESERVATIONS, EASEMENTS, EASEMENT PROVISIONS, DEDICATIONS, BUILDING SETBACK LINES, NOTES, STATEMENTS, AND OTHER MATTERS, IF ANY, BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, INCLUDING BUT NOT LIMITED TO THOSE 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, AS SET FORTH ON PLAT OF EAST CAMPUS CORPORATE PARK PARCEL 1 (BINDING SITE PLAN): RECORDING NO: 19990916001397 AN EASEMENT DELINEATED ON SAID PLAT HAS BEEN MODIFIED BY AMENDMENT AND RELEASE DOCUMENT RECORDED UNDER RECORDING NUMBER 20060411001775 PLOTTED A.L.T. A. /TOPOGRAPHIC SURVEY A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SECTION 15, TOWNSHIP 21 N., RANGE 4 E., W.M. CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON TITLE REPORT NOTES: (CONTINUED) 10. COVENANTS, CONDITIONS AND RESTRICTIONS BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, INCLUDING BUT NOT LIMITED TO THOSE BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, SOURCE OF INCOME, GENDER, GENDER IDENTITY, GENDER EXPRESSION, MEDICAL CONDITION OR GENETIC INFORMATION, AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW, AS SET FORTH IN THE DOCUMENT RECORDING DATE: SEPTEMBER 16, 1999 RECORDING NO.: 19990916001928 NOT PLOTTED AS THE EASEMENTS DO NOT CONTAIN DEFINED LOCATIONS 11. COVENANTS, CONDITIONS, RESTRICTIONS, RECITALS, RESERVATIONS, EASEMENTS, EASEMENT PROVISIONS, DEDICATIONS, BUILDING SETBACK LINES, NOTES, STATEMENTS, AND OTHER MATTERS, IF ANY, BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, INCLUDING BUT NOT LIMITED TO THOSE 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, AS SET FORTH ON PLAT OF EAST CAMPUS TERRACE -LOT G (BINDING SITE PLAN): RECORDING NO: 20090921001612 PLOTTED IN SOUTHWEST CORNER AND ALONG EAST LINE 12. COVENANTS, CONDITIONS AND RESTRICTIONS BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, INCLUDING BUT NOT LIMITED TO THOSE BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, SOURCE OF INCOME, GENDER, GENDER IDENTITY, GENDER EXPRESSION, MEDICAL CONDITION OR GENETIC INFORMATION, AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW, AS SET FORTH IN THE DOCUMENT RECORDING DATE: SEPTEMBER 21, 2009 RECORDING NO.. 20090921001613 NOT SURVEY RELATED AND DELETED BY SUPPLEMENTAL #1 13. TERMS, CONDITIONS AND PROVISIONS CONTAINED IN CITY OF FEDERAL WAY ORDINANCE NUMBER 94-219 RECORDING DATE: OCTOBER 26, 1994 RECORDING NO.: 9410260933 SAID ORDINANCE/AGREEMENT HAS BEEN MODIFIED BY FIRST AMENDMENT THERETO RECORDED UNDER RECORDING NUMBER 20030513002214 NOT SURVEY RELATED 14. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF BETWEEN: LAKEHAVEN UTILITY DISTRICT, A MUNICIPAL CORPORATION AND: THE QUADRANT CORPORATION RECORDING DATE: DECEMBER 22, 1999 RECORDING NO.: 19991222001643 REGARDING: CONSTRUCTION OF CERTAIN SEWER AND WATER MAINS AND APPURTENANCES AND PAYMENT OF COSTS RELATED THERETO NOT SURVEY RELATED 15. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF BETWEEN: ESTHER L. PORTER, A MARRIED WOMAN, AN UNDIVIDED 28.15%, JUDITH SCHNEIDER, A MARRIED WOMAN DEALING WITH HER SOLE AND SEPARATE ESTATE, AND UNDIVIDED 28.15%, ESTHER L. PORTER AND JUDITH SCHNEIDER, TRUSTEES OF THE SIEGBERT AND RUTH KLEBE FAMILY TRUST DATED 1-24-91 , AND UNDIVIDED 43.7% ALL AS TENANTS IN COMMON JUDITH SCHNEIDER AND: PANATTONI DEVELOPMENT COMPANY, LLC RECORDING DATE: NOVEMBER 22, 2006 RECORDING NO.: 20061122000785 REGARDING: CONSTRUCTION OF CERTAIN SEWER AND WATER MAINS AND APPURTENANCES TO SERVE SAID PREMISES; PROVISIONS RELATED THERETO SAID AGREEMENT HAS BEEN MODIFIED BY AGREEMENT RECORDED UNDER RECORDING NUMBER 20070718001809 NOTE: THE LIEN CREATED BY PARAGRAPH 27 OF THE ORIGINAL AGREEMENT WAS SATISFIED AND RELEASED BY CERTIFICATE OF COMPLETION/RELEASE OF LIEN RECORDED UNDER RECORDING NUMBER 20110131001573 NOT SURVEY RELATED 16. RELEASE OR DAMAGE AGREEMENT AND THE TERMS AND CONDITIONS THEREOF BETWEEN: PANATTONI DEVELOPMENT CO. AND: LAKEHAVEN UTILITY DISTRICT RECORDING DATE: JULY 18, 2007 RECORDING NO.: 20070718001857 RELEASING LAKEHAVEN UTILITY DISTRICT FROM ALL FUTURE CLAIMS FOR DAMAGES RESULTING FROM: NON -CONFORMING SIDE SEWER CONNECTION NOT SURVEY RELATED 17. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF BETWEEN: PANATTONI DEVELOPMENT COMPANY LLC AND: LAKEHAVEN UTILITY DISTRICT RECORDING DATE: JULY 1B, 2007 RECORDING NO.: 20070718001860 REGARDING: JOINT PRIVATE SEWER MAIN; MAINTENANCE PROVISIONS AND RESTRICTIONS RELATED THEREOF NOT SURVEY RELATED 18. RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON PROPERTY HEREIN DESCRIBED AS GRANTED IN DEED GRANTEE: KING COUNTY RECORDING DATE: SEPTEMBER 15, 1978 RECORDING NO.: 7809150862 NOT PLOTTED AS THE EASEMENT DOES NOT CONTAIN A DEFINED LOCATION TITLE REPORT NOTES: (CONTINUED) 19. TERMS AND CONDITIONS OF NOTICE OF CHARGES BY WATER, SEWER, AND/OR STORM AND SURFACE WATER UTILITIES, RECORDED UNDER RECORDING NUMBER 8905120210. NOT SURVEY RELATED 20-30.NOT SURVEY RELATED SURVEYOR'S NOTES: 1) THE MONUMENT CONTROL SHOWN FOR THIS SITE WAS ACCOMPLISHED BY FIELD TRAVERSE UTILIZING A ONE (1) SECOND THEODOLITE WITH INTEGRAL ELECTRONIC DISTANCE MEASURING METER (GEODIMETER 600) AND REAL TIME KINEMATIC (RTK) / STATIC GLOBAL POSITIONING SYSTEM (GPS). LINEAR AND ANGULAR CLOSURE OF THE TRAVERSES MEET THE STANDARDS OF WAC 332-130-090. 2) UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE WHICH ARE VISIBLE OR HAVING VISIBLE EVIDENCE OF THEIR INSTALLATION ARE SHOWN HEREON. 3) THIS SURVEY REPRESENTS PHY3Ir,AL IMPROVEMENT CONDITIONS AS THEY EXISTED JUNE 9, 2017, THE DATE OF THIS FIELD SURVEY. 4) FULL RELIANCE FOR LEGAL DESCRIPTIONS AND RECORDED EASEMENTS HAVE BEEN PLACED ON THE TITLE REPORT PROM CHICAGO TITLE INSURANCE COMPANY COMMITMENT ORDER No_ 0095595-06, DATED APRIL 6, 2017 AND SUPP. #1 AND #2 (5-10-2017). NO ADDITIONAL RESEARCH HAS BEEN ATTEMPTED. 5) OFFSET DIMENSIONS SHOWN HEREON ARE MEASURED PERPENa.CULAR TO PROPERTY LINES. 6) IT IS NOT THE INTENT OF THIS SURVEY TO SHOW EASEMENTS OR`., RESERVATIONS WHICH MAY EFFECT THIS SITE. PROPERTY ADDRESS: 32125 WEYERHAEUSER WAY SOUTH, FEDERAL WAY, WA FLOOD ZONE NOTE: 001*1 ZONE "X". AREA DETERMINED TO BE OUTSIDE 500 YEAR FLOOD PLAN -- PER MAP PANEL 53033C1235F, DATED MAY 16, 1995. AREA: 71785 SQUARE FEET/ 1.65 ACRES PARKING COUNT: 105 PAINTED STALLS. THERE ARE ADDITIONAL AREAS WERE PARKING IS APPARENT BUT NOT MARKED AS SUCH. 9- 22 -/8 4p srs . 5�Q 44 ANC BASIS OF BEARING: TRUE NORTH. BASED UPON GLOBAL POSITIONING SYSTEM (GPS) LAMBERT GRID WASHINGTON STATE NORTH ZONE COORDINATES. A CONVERGENCE ANGLE OF 01°05'10.62" COUNTERCLOCKWISE WAS APPLIED AT A COPPER TACK IN CONCRETE POST (INCASED) 20 FEET SOUTH OF THE INTERSECTION OF SOUTH 320TH STREET AND 32ND AVENUE SOUTH. THE MONUMENT IS THE NORTHWEST CORNER OF SECTION 15, TOWNSHIP 21 NORTH, RANGE 4 EAST OF THE WILLAMETTE MERIDIAN. THE NORTH AMERICAN DATUM OF 1983/1991 (NAO 83/91) GRID COORDINATES WERE FOUND TO BE 116338.764 / 1278499.991 AT THAT POINT. THE INVERSE OF BOTH THE SEA LEVEL CORRECTION FACTOR OF 0.999981237 AND THE GRID SCALE FACTOR OF 1.000039638 WAS APPLIED TO THE GRID COORDINATES FOR SHOWN GROUND DISTANCES. DESCRIPTION: (PER CHICAGO TITLE INSURANCE COMPANY COMMITMENT NUMBER 0095595-06 DATED APRIL 6, 2017 6 SUPP #1 AND #2(5-10-17)) LOT 1, EAST CAMPUS TERRACE - LOT G (BINDING SITE PLAN), ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 252 OF PLATS, PAGES 59 THROUGH 63, INCLUSIVE, IN KING COUNTY, WASHINGTON. SURVEYOR'S CERTIFICATE: TO WESTERN WASHINGTON CORPORATION OF SEVENTH DAY ADVENTISTS, A WASHINGTON NONPROFIT CORPORATION AND CHICAGO TITLE INSURANCE COMPANY: THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2016 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 2, 3, 4, 7 (A) , 8, 9, 11 AND 20 ($1, 000, 000) OF TABLE A THEREOF. THE FIELDWORK WAS COMPLETED ON JUNE 9TH, 2017. - ZZ -- /6 NOffMAN E. LARSON DATE OF PLAT OR MAP WA P.L.S. 22338 RECEIVED OCT 3 0 2018 CITY OF FEDERAL WAY REV. !: ADDED TITLE REPORT SUPPLEMENTALS #1 AR N"Vq dW NL INDEX DATk NW- NW 15, T21 N. , R4E. , W.M. SURVEY FOR Seventh-Day Adventists 32229 Weyerhaeuser Way South Federal Way, WA. 98001 KING COUNTY, WASHINGTON SHEET 1 OF 2 A. L.T.A. /TOPOGRAPHIC A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SECTION 15, CITY OF FEDERAL WAY, KING COUNTY, 30 A6o• 30' PRIVATE INGRESS, EGRESS 460 AND UTILITIES EASEMENT REC.NO. 19990916001397 6ppg 6A A g6 Ah (RELEASED BY 20060411001775) & I /--\ / \ �� , \ u L_ L agg y 20011221001391 (MODIFIED BY 20051116002069, INGRESS /EGRESS _ , , 'I .. /1 s tl tl rl A rl � ►� >� � 1• �J lJ �J fi lJ ,0 a CCON F F X PORTION PARTIALLY RELEASED TO ONLY BE OVER THE SOUTH 80 FEET rn �` �� aghp •AAg p • OF LOTS I AND J AND AN ENTIRE RELEASE OF ANY PORTION WITHIN 459.41 / 9 �a Ag Agg p 1 p36 p,rs• LOT C BY RECORDING NUMBER CATCH BASIN STANDARD MAT 459.21 20060411001774 RIM 458.90 / 1 0 s n TA\/ -7A�)/�r-� SURVEY TOWNSHIP 21 N. , RANGE 4 E. , W. M. WAS HING TO N I /--'\/\ i /'\I \\ 1L_L_ �� i- v lJ L lJ YARD DRAIN RIM 446.09 4" PVC E 443.12 IE BOTTOM OF STRUCTURE 442.29 IE Ago • • Ap9 � pp0 � � • DRAIN • / •�� ti Apt A g 6 42.89 .�-�' • pA6' �� iM OF STRUCTURE 437.29 pA6'A,� 15_'5o • .�+YYC78 ' 02"E 236.95' •AAg' ApaO 4.0 48.2 AA1 a Apt •A y.� 1 O O O C m46 A pp1 2• AAg ROC - I 25' 96 60 6g pAh' pAh' pAh' I d "IRRIGATION CONTROL BOX • A�. I • � AA16 A� O 1 A ' ICB ICB I Apt • Ap1 0 • 15 PRIVATE SANITARY SEWER EASEMENT .A O • A ... .. AA3.. . 3a, - 2 � � � 9 .' - . A .. • A6': PER BINDING SITE PLAN 20090921001612 G�� / Apt O A _ 9 ' Ap3. • .pp '3 Ap 6 : �.�.. . • AQ.:p1 , ' 6' 'A®° A CATCH BASIN PVQ�0 6 /A H d a • Aa . gp pA. .. ' • ' . • '. ppp' AA : STANDARD GRATE E� • . �. •AAg.-Aph.:. �y l 1 IM 460.47 OF Ahg d n ' • ' .AL eA . : • : \� . pAh °y. . ' ' ' . '.. WATE9: EAEEMENICID ... ow o ��0 6 'm AA3' og 69 ,6 .• A . : ApA h • ' pAA B, 6h � ° � �t - ' - -. � � .. _ . .g6. • A . .. _ A AA .REC . NO--.* 1999Q9Q300082$. • � .. ,AA32 .. .. .'Ap2,-..�...� '•'A• • .' A6, • 1A / ` 11611.11 A 0A6o •91 15' '0? All AA?' ,.p9",••.-•6`j: ••'.00•'• .Op- •: ••,g' ..A,� .. 'g9- .. 10 •'.. •AAA' .1A• p0.A':.' •., •gA'•:, AAA: p2 Apg; .. ;0. AAy' �1... AAA'•. 3,' y•.. AA pQh :. g, Agg �A .y;D�'. . � "AAh. '.. , bp�- 1A• AAg- AAg •p3 AA3;pAA •. 0 Ap9 O • .AA2'>, by . \ A AA 6 • �' �� .' ' • .. A l � • • �►r,� AAA. .. - O / • / .. • ' pA,9•"S�? .. p2?.�'• d AAZ• ( • , , - ,� / Al /Ag 6 AA, 0 Ap11 pA's' ,� 1 -q� AAA • • • • �` 4 Apy: • . ' •� . - 0 s .. . • .Apg: - 442.$3 • •. . . pAg' '- �9• : • • . - : • /•. : •.•'- - . Q I POWER EASEMENT . •- '3 6p• - •.. '- •. r)REC.NO.20070409000213 pA pA'� pA3; 4d dp - � • /Ag1 .pA960. ► pA1 .Ay.. 1 6g 0 1 1 15' I 6p...ppn,6. : i :. 9 TAX PARCEL `\ ..AA3 A. A g YDRA�P m -a► All I ICB AAg6n' ' • • '• - .. - 2 gO p0.2 60 ,,g.'- ..AQ,� .. •5 Op ,..• AA3 Q� .. 4, A�' Ap . •AAZ' G} p? • - - ..'..' • •\• ICB p 6: �.. :. d 2154840010 I A 32125 WEYERHAEUSER WAY SOUTH UNKNOWN PIPE //J p3hg.' AA3.Ag 9s 1 6p ,(L�7/ pAq' AA, Z d TRAJt7 441 .59. Ap', 21 g 6 A, 9 WATER AkMEIMT EYCi SURE . • .. :A9 3p• - Apt �g . ..A� 9� ' - .',h - .. AA's 96 AA9 g AA, 6 Ap1 • pA1 • p REC.NO.. 90923001t12' 3:37 - 5g - '.gg •-• .. AA'�.' - ` \ O A .•'y0'•, .. - '00 '• :.hi 'Ap?••:. - 'Apo.•:• :, d ..•••.•� •'.�:.. .�. �_ •. - pA'�c •Ap3:• AA3. UNKNOWN PIPE 6 I A> , � �g�... '�� ..• _ a 6 - g .: - ..• . ° - .. •.3. • . • • .. yS AA,1 AN, 6 Ap,'a e • pA • A • • �� ' ••Apg• � - AAO.. •• •. 93 • • .. •�• ••Ap. •' I Ap3. Ap2 AAO a� : AAA 22 1 UNKNOWN PIPE IV pA2•. :. ppg f :• ,' - •. "•• - �• '' .' •. •. �• t :j 03 61. .-• pp0: .ApO•• d DO : A•A, .. ••Ap, ' AAZ. \.� AAZ• 1 3Q` .WATEf1f. EW R pAO:•pAo�b ZA-'. '. as k WATER STUB Uj EASEMENT flEC. NO ; . AAo :. •. . • Apo' • .. ' . 4 I UNKNOWN PIPE Uj pAA i , pAK' ' " AAa' pAA, • . , 2006051900. ApgAA, 6 AA, 6 U II ...ZD p42 , p�0 • cc Cc • g• •.y ..�oeo•-�' :P�- ,A.poA•Re. �E•' 'AW W %W W �� -REC. NG..199909160_ 01397 CATCH BASIN A , CATCH BASIN` STANDARD 6RA 02 `GATRIM 439.89 TELEPHONE RISER®.CI oA' .. 12' ADS 435.30 IE ¢ Ap A9 CATCH. BASIN -..S ' *..ADS '•E :437.J0 ' , I Apo. pA° . 6" PVC E 435.56 IE a a A"°. STAND . • . 6' "ADS W 435.a2 IE ~ ~ S BRA r H H RIM '439.90 Olt-i2 ADS S 435.25 IE z z 6'.,PVC-NW•43$':i�:IE '•AA21•jS$ •.pp0 �Z-' O O •,• 'pAO'23' 2°. STEEL- S 434, 69.:IE_ ~ x+ • •' _ TRANSFORMER PAD ; • a AAO 33 1 A A o �.. '� .O .�A ' ' AO �2' . ' Ao.p9 gh 0 90 AO 91 Ao 96 AO 92 pt� •Rpm AAO • - .. 4A0.,3-, - 6 .. ` ' ' . • 9.AZ. .AA . •' • ; 440.29 d AAO • AA A p A - I ppg l pA2 9 • h ¢ - AO,'s0 A�i. 0'S3 d d 4 d d d ^ d 44f1.904 d d 3g, 02 AO;Ip Y 39' d d d W J O o = A6 Z d e #LIGHT STANDARD w �p C8 J I\ a -� 1 AA� J f-/ � °p3•p3 WATER •p a 'w 3311 Ap ®VALVE ® ®WATER VALVE Qd ATER VAULT CU O d 4gd AA2' 21 AAZ' dd d 4 1 g6 AAp Apo d 440 d AAo 2/ d d • g0 Agg. i d d d g Q d d d d 1� d ° d d UA`b VALVt-- • 65 ....'- Z _ .. ° 4 d d d 440 d ° 440.26 Apo ?' d • Apo - 4 W • .AAZ: •. � 440.18.. AA' ,. Aa 40.83 S69 °37' 35"W 296. 73 �IKE RIQCK P Apo g1 g6A gg6 pg� I �- 440:12: - q0 A : o o, UNKNOWN UTILITY �, I p39 p9 ' A3 pA FW ATER VA FSP oAA�v 0 q,9 d 6'� Z. H m SANITARY SEWER CLEAN OUT TELEPHONE VAULT egG�c Aag UNKNOWN UTILI UL' . •-AA,L..• -..AAZ..., C. w UNKNOWN UTILITY ENGii C'giY ° dooe s3 I H : : �IG13 OSANITARY SEWER CLEAN OUT �G S 439.17 A3 TSB - 9 2 g � `~ •••.' �. •, • '• -.. Ago h 9 A� . • . d p3ga0 9g 6 p39- A6 \.�� WATER METER A�3 ° AAZ' p3 SANITARY SEWER MANHOLE d A3g 9A I ;v RIM 440.20 Q_ A3g A-o t I d 3y ,3 A� A� ., -LIGHT STANDARD a� d d 0 9 9°' 6' PVC NE 431.22 IE d a0c g2•... #6 - gp. p3 ; r 6" PVC E 430.99 IE o de ap.. .AA3 3a AAe: - ' 6PVC SW 430.85 IE ° m aA 19 a 76 ° d d AA ' A 9• � .. A2 4e • C� � p30 • p36 • v d • A p , 442.8 A3q A9g01 •:ASpha-I•t i �9-p 4 v m • • • • • Q pA3 O p d 92 o C> 4 443.49 443.00 dM A3gd° UNKNOWN UTILITYO /WATER VALVE ° d ` °26 47" W 80.28 ' AA3' S89 - _ ° T A \/ �� AI : 09� a29 p91 h1 p966A I 2 .01-\I \\JL_L_ p3 p3 ' • 1 , f Ap9 Og Ap2 g g ? '.•'� • ' • • ' Q r% � r-. A i � r-\ r7 I t i m Ap20y Ap2y 10, Ap2 4./ ° �.. �....�`t t-VJ �J HYDRANT p3 i RIVATE SANITARY ` : ' 3g o� p36 3 low 15-1 ?S� 9g :.. SEWER to ENENT, : " .• :.: p WATER VAULT a d CATCH BASIN NUI2009092�100.161 ... Ro •. H 1 STANDARD GRATE p96, 06 6 .. •. ` pp .. • 4se:7o F- r.�e' A30' RIM 437.77 1g • Q . • •' A7`',9 .. • IE ha > d 18' STEEL E 430. 12* STEEL N 72 IE A3y A3y hA ° 18" STEEL S 430.42 IE d4 d d / CATCH BASIN STANDARD GRATE RIM 438.17 CATCH BASIN 12" ADS N 434.31 IE "\LSTANDARD GRATE 6' PVC E 434.62 IE RIM 442.13 12" ADS S 433.19 IE 6" ADS E 436.42 IE 6" ADS W 434.57 IE LEGEND: 0 = IRRIGTION CONTROL BOX (ICB) 0 = CATCH BASIN (CB) O= TITLE REPORT ITEM NUMBER 9.22•AP e TE C6 PAL 14209 29th Street East, #105 - Sumner, WA 98390 253-987-5924 main 253-987-7859 fax DRAWN BY. D Woods CHECKED BY N Larson DATE- June 12, 2017 JOB NAME: SDA ALTA SCALE: I" = 20' JOB NO.: 3707 0 20' 40' Scale. » 1 1 = 20 INDEX DATA: NW- NW 15, T21 N. , R4E. , W.M. SURVEY FOR Seventh-Day Adventists 32229 Weyerhaeuser Way South Federal Way, WA. 98001 KING COUNTY, WAS HINGTO N SHEET 2 OF 2 I I I I I / I 30' PRIVATE I INGRESS/EGRESS AND UTILITY 15' SEWER EASEMENT PER BINDING SITE PLAN Sq u'rc Pvrk + 4FP� .v n S 31 Ftiv fit ?8tn hve S s Gate'.vay Conk, c � �y Cantu: F r. 4--..i.u. Chevron ,. 8—h- G.d-.. Cr ter S321 st StI s - PROJECT- - S322ndS, S 322nd St LOCATION I, S 3241h Si wwgv',toot Way t+nnre�::�K "` St�v,olekr 1110" Woo ,k n,plex OV"'yIil ls ii' a' wav 3;P VICINITY MAP SCALE: N.T.S. `J ov-� EXISTING ,ROCKERY SITE & BUILDING INFORMATION EAST CAMPUS TERRACE - LOT G BSP 32125 WEYERHAEUSER WAY S FEDERAL WAY, WA PARCEL # 2154840010 DESCRIPTION (PER CHICAGO TITLE INSURANCE COMPANY COMITMENT NUMBER 0095595-06 DATED APRIL 6, 2017 & SUPP #1 AND #2(5-10-17) LOT 1, EAST CAMPUS TERRACE - LOT G (BINDING SITE PLAN) ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 252 OF PLATS PAGES 59 THROUGH 63, INCLUSIVE, IN KING COUNTY, WASHINGTON BUILDING OWNER: WASHINGTON CONFERENCE OF SEVENTH DAY ADVENTIST 32229 WEYERHAEUSER WAY S FEDERAL WAY, WA 89001 SITE: 1.65 ACRES 71,874 SQ. FT. NET SITE AREA: 61,350 S.F BUILDING OCCUPANCY: A3 CONSTRUCTION TYPE:V-B FULLY SPRINKLERED _ BUILDING SQ FT.: = 12,894 SQ. FT. PARKING SPACES WITHIN PROPERTY LINES 111 EXISTING SPACES 3 ACCESSIBLE PARKING SPACES 1 VAN PARKING SPACE SEE CIVIL FOR PARKING CALCULATIONS BUILDING PHASES PHASE 1: POUR ENTIRE SLAB AND ALL SLAB RELATED WORK. COMPLETE SITE WORK. ENCLOSE AND FINISH OUT MULTIPURPOSE, CLASSROOMS, KITCHEN, BATHROOMS AND OFFICE SPACE, INSTALL FIXTURES AND FINISHES. AREA: 5,532 S.F. TIMELINE: 12 MONTHS PHASE 2: FINISH OUT CLASSROOMS, INCLUDING ALL FIXTURES AND FINISHES. AREA: 1,897 S.F. TIMELINE: 8-12 MONTHS PHASE 3: ENCLOSE SANCTUARY AND LOBBY SPACE. FINISH OUT AND INSTALL FIXTURES AND FINISHES AREA: 5,498 S.F. TIMELINE: 8-12 MONTHS AREA CALCS INGRESS/EGRESS: 2468 S.F. POWER EASEMENT: 2784 S.F. STREET SCAPE SETBACK: 4932 S.F. WATER EASEMENT: 1012 S.F. ENTRY COURTYARD: 916 S.F. RETAINING POND: 2419 S.F. APPROX. SITE PLAN SCALE: 1'-0"=20' f c WATER EASEMENTI WATER EASEMENT FIRE HYDR NOTE: H D O U) Q U) D w Q w w W ALL UTILITIES (GAS,WATER, SEWER, TELEPHONE, ECT. ARE PROVIDED TO PAD SITE. ALL PARKING AND PARKING PERIMETER AND ISLAND LANDSCAPING IS EXISTING. PRECLUDED ACREAGE- SITE IS BUILDING PAD READY. NO ACREAGE IS PRECLUDED FROM PROPOSED BUILDING CONSTRUCTION AREA. o 10 20 ao U i CD vJ M W W d 3:� � co c:LoQo L.LoWM 17.E co cn .,.,. z Q a, z Q J w m SHEET #: Uri DKA PROJECT #: 1610 . . . . . . . . . . . . . . . . . . . . . ........... .. .......... . . ..... ....... ... ......... ..... ............. .. .................... .. ......... ..... ............. .. ........... '13 ... ....... ....... ........ ........... ................ ....... .......... ............ ... ........... ............. ........... . ..... ..... I .......... ....... ............. ... _ ...... __ ...... .. ........... 0 ...... ....... I ................... .. ............... ........... . ......... .... ... ...................... IE=445.5 ......... ( ?EMOVE' 12 ............ W/ TRASH RACK t, TO ,,JZE EX. INOCK-;-;OUT,- FOR ........... 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PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO THE PRECONSTRUCTION MEETING 2. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH WSDOT 7-02.3(1). THIS SHALL INCLUDE LEVELING AND COMPACTING THE TRENCH BOTTOM, THE TOP OF FOUNDATION MATERIAL, AND REQUIRED PIPE BEDDING, TO A UNIFORM GRADE SO THAT THE ENTIRE PIPE IS. SUPPORTED BY A UNIFORMLY DENSE UNYIELDING BASE. 3. STEEL PIPE SHALL BE GALVANIZED AND HAVE ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. 4. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES, NOT LOCATED WITHIN A TRAVELED ROADWAY OR SIDEWALK, SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS. 5. ALL CATCH BASIN GRATES SHALL CONFORM TO CFW DRAWING NUMBERS 4-1, 2, 3, 4 OR 5. 6. ALL DRIVEWAY CULVERTS LOCATED WITHIN THE RIGHT OF WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3-1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. CULVERTS SHALL HAVE BEVELED END SECTIONS TO MATCH THE SIDE SLOPES, 7. ROCK FOR EROSION PROTECTION OF DITCHES, CHANNELS AND SWALES, WHERE REQUIRED, MUST BE OF SOUND QUARRY ROCK, PLACED TO A DEPTH OF ONE FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4"-8* ROCK/40-707. PASSING; 2*-4" ROCK/30%-40% PASSING; AND -2" ROCK/10%-20% PASSING. INSTALLATION SHALL BE IN ACCORDANCE WITH KCRS DRAWING NUMBER 51 OR AS AMENDED BY THE APPROVED PLANS. RECYCLED ASPHALT OR CONCRETE RUBBLE SHALL NOT BE USED. 8. LOTS NOT APPROVED FOR INFILTRATION SHALL BE PROVIDED WITH DRAINAGE OUTLETS (STUB -OUTS). STUB -OUTS SHALL CONFORM TO THE FOLLOWING: A. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUB -SURFACE DRAINS . NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH OUTLET SHALL HAVE FREE -FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORMWATER CONVEYANCE SYSTEM OR AN APPROVED OUTFALL LOCATION., B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE-FOOT HIGH, 2 X 4 STAKE MARKED "STORM". THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE AND BE SECURED TO THE STAKE C. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN KCRS 7.04 AND, IF NON-METALLIC, THE PIPE SHALL CONTAIN WIRE OR OTHER ACCEPTABLE DETECTION, D. DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED. TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS. E. THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUB -OUT CONVEYANCE LINES WITH RESPECT TO THE UTILITIES (I.E. POWER, GAS, TELEPHONE, TELEVISION). F. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOMEOWNER. L S:\2016\16045 SDA Church HQ FW\Civil\C3-16045,dwq I Drafter Name: M. CORDICE I Plot Date: NOV 08 2017 10:29:42 1 Lost Modified Date: NOV 08 2017 1 SCALE: 1 =20NORTH AS -BUILT CERTIFICAMON.- I HEREBY DECLARE THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE STORM DRAINAGE AND ROAD SYSTEM SHOW HEREON IS THE RESULT OF A FIEI.D SURVEY PERFORMED BY ME OR UNDER MY DIRECTION. NAME LS1 DATE O < FLAG NOTES INSTALL CUT ROCKERY PER TYP DTL SHT C5. INSTALL 4' HIGH BLACK CHAIN LINK FENCE. (E� INSTALL PVC ROOF DRAIN LINE PER DTL 8 SHT C4. rfr_" P-n zC3 INSTALL PVC, PIPE PER PLAN. < INSTALL ROOF DRAIN CO PER TYP DTL SHT C5. 0 _j 5. 00 w CONNECT TO EXISTING PVC ROOF DRAIN. CAP EXISTING ROOF DRAIN LINE. w LO INSTALL NEW SIDEWALK CITY FW TYPE DTL 3-12 SHT C4. (E� R" w z V) C14 u- PATIO, SIDEWALK, AND HANDICAP ALL TO BE AT GRADE. RE -SURFACE a z AS REQUIRED TO, MAINTAIN A SLOPE LESS THAN 2% ANY DIRECTION. CC=!) w INSTALL CITY FW TYP DTL 3 CURB RAMP SHT C4 CUT EXG z SIDEWALK AS REQUIRED. s. 5� INSTALL ASSESSABLE PARKING SIGN PER TYP DTL SHT C4. INSTALL POND CONTROL STRUCTURE PER TYP DTL SHT C5. z INSTALL ENHANCED TREATMENT MODULAR WETLANDS PER DTL SHT C6. 0 0 REMOVE EXISTING PAVEMENT AS NEEDED AND RE -SLOPE ASPHALT PAVEMENT TO DRAIN TO NEW MODULAR WETLAND. NEW PVMT PER TYP DTL SHT C4. P REMOVE. EXG GRATE AND INSTALL NEW SOLID C8 GRATE. uj ui U- ui D < ui LO r= 04 0 =0 cr- t PERMIT NO. PERMIT NO. UTILITY CONFLICT NOTE: DATE 11/06/17 THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXG UTILITIES, WHETHER SHOWN ON DRAWN mc THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE CITY OF FEDERAL WAY THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS CHECKED JEJR AS -BUILT SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800-424-5555 AND THEN POTHOLING ALL EXG UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS JOB NO. Approved By. TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXG. LOCATIONS OF 16045 SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE SHEET NO. Dote CONTRACTOR SHALL CONSULT RUPERT ENGINEERING, INC. TO RESOLVE ALL DATE --- PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. C 3 'SEWER REC.NO )0191 �O POWER EASEMENT — --�-- �, ( I � J► N ANDGUTI'�? lESTE NEASEMENT EGRESS I o i REC.N0.20G70409COC213 ! ZZ RRE EASED 8Y 20 �604� OC1775� & ( E � '� qua ' ` =No (RELEASED (MODIFIED BY -- — — --- -- - - - __ _ .- _ --- - ��Q 3 0 Mow 20051116002069, INGRESS % EGRESS I z Ja P0R T (ON P,AR T TALLY RELEASED TO I g w ONLY BE OVER THE SOUTH 80 FEET OF LOTS i AND J AND AN ENTIRE RELEASE OF ANY PORTION WITHIN LOT C BY RECORDING NUMBER 20660411001774 15' PRIVATE SANITARY SEWER EASEMENT PER BINDING SITE PLAN 20090921001612 IADJUST f UANTITIES OF PLANTS IN THIS PL.ANTER, IF NECESSARY, DUE TC DEMO REQUIREMENTS �G 0 m e r II i F �_ i ',VATR ST'Ja N 6 GAS METER -y r - - 0 VA4 LIGHT STANDARD i :/ — — WATER EASEMENT REC. N 0.19990903C00828 0f WATER EASEMEN f 1 REC.N0.20090921001612 STREETSCAPE AREA. REC.NO.19990916001397 COORDINATEWITH CIVIL ENGINEER. REFER TO CIVIL C3 6' HT CEDAR FENCE e., SEASONAL PLANTING,I WATER vauL�T Sa BY OWNER Ii WATER VAU T LIGHT STANDARD I WATER METER I _I I I � 4 i WATER VALVE ;MI V _ tc � �o _J a) 000 _U)CY) Ua)Q U�� Q ca U) O _ U-) �.. Q Z"3 �- 0 cY) LL U 0 ry n v v i E Q � 4 CL CO O Q CO LO M O .J �W�`'U J z70 o cu p � � N � A ' .� � O ..JT-N2! om LANDSCAPE SPECIFICATIONS & NOTES LAND REVIEW PROCESS III NOTES PLANT SCHEDULE QTY. BOTANICAL NAME 1. SCOPE OF WORK 1. DROUGHT TOLERANT PLANTINGS COMMON NAME SIZE & SPACING, NOTES a. The landscaping and irrigation work is part of a larger site project resulting in disturbance to the site, landscape and irrigation. As such, All plantings are native /native adapted plantings, allowing for a TREES the landscape contractor shall coordinate all work with the general contractor, both before any construction begins, and during the course drought tolerance once established. Irrigation shall be use to o x Acer circinatum Vine Ma p le 6'-8' HT, 3 stem minimum, B&B of construction. maintain health and vigor of plants through seasonal droughts o x Cap r inus betulus `Frans Fontaine' Frans Fontaine Columnar Hornbeam 2" cal, fully branched & uniform, B&B 2. a. MATERIALS Topsoil. Topsoil shall be a 3 way blend of the following products; fine organic compost, loam, sandy loam and loamy sand. Topsoil 2. IRRIGATION FOR LAWN AREAS No lawn areas proposed CL d x Fagus sylvatica `Dawyck Purple' Columnar Purple European Beech �� uniform, B B 2 cal, fully branched & uni o & available from Cedar Grove 877-764-5748, or approved equal 3. TOTAL SQUARE FOOTAGE OF PARKING LOT ISLANDS = x Juniperus scopulorum 'Spartan' Spartan Juniper 6'-8' HT, B&B b. Mulch. Mulch shall be dark fine mulch, applied to a 2" compacted depth on all beds. Mulch available from Cedar Grove 877-764-5748, or 485 square feet per FWRC 19.125.070(2)(a). All parking areas are existing "~ SHRUBS /GRASSES /PERENNIALS c. approved equal Fertilizer. Agraform 21-gram tablet time release fertilizer shall be used in all plantings. Place 1 for each ground cover, 2 for each shrub and 'starter' 4. SCREENING OF UTILITIES Existing and proposed utilities to be screened with fencing and 9 p p 9 Z �— x Abelia x grandiflora Glossy Abelia 5 gal@ 4' OC 4 for each tree. They shall be placed in the plant pits as detailed. Also, top dress all plants with a suitable fertilizer. plant materials p. W 0--x Azalea 'Purple Gem' Purple Gem Azalea 2 gal @ 3' OC d. Tree Stakes. Tree stakes shall be 2" diameter x 8' length Lodgepole pine. Fasteners shall be 1" PVC Chain -Lock, placed as detailed. 0-- x Calamagrostis x acutiflora 'Karl Foerster's Feather Reed Grass 2 gal @ 30" OC 3. a. SOIL PREPARATION Prior to any landscape work, contractor shall remove, or have removed, all debris from the other building trades from the landscape CL a x Foerster` Cistus x purpureus Purple Rock Rose 2 gal @ 4' OC surfaces. NO landscape work shall commence until the areas are cleared of other trades debris. ", U) 0 x Euonymus alatus 'Compactus' Dwarf Burning Bush 5 gal @ 4' OC b. Cultivate the existing ground surface to a minimum depth of 8" and remove all rocks over 1 existing roots and other debris. G— x Lavandula angustifolia 'Hidcote Blue' Hidcote Blue English Lavender 2 gal @ 30" OC c. Fine grade the subgrade to adjoining surfaces in preparation of adding specified topsoil. m x O— Pennisetum orientale 'Karley Rose' Pink Fountain Grass 2 gal @ 3' OC d. Beds. Place a minimum of 6" of specified topsoil on all beds and till or cultivate the topsoil a minimum depth of 8". Remove all rock and J (D— x Spirea japonica 'Limemound' Limemound Spirea 2 gal @ 3' OC debris which may surface. Finished grade of topsoil shall be 2.5" below adjoining paved surfaces, allowing 2" for mulch. Therefore, x Viburnum davidii David's Viburnum 2 gal @ 4' OC finished grade shall be 1 /2" below paved surface. x EY- Viburnum tinus `Spring Bouquet' Spring Bouquet Laurustinus 5 gal @ 5' OC 4. PLANTING OF TREES, SHRUBS AND GROUNDCOVERS _ a. Contractor responsible to verify quantities. GROUNDCOVERS b. Contractor is to confirm that all beds are prepared and ready for planting, without interference with other trades. 0--x Arctostaphylos uva-ursi Vancouver Jade Kinnikinnick 1 gal @ 30" OC, triangular spacing c. Layout all plants as per plan and approval by Landscape Architect or Owner's Rep, making sure the plants are orientated to give best _J _J _J 'Vancouver Jade' appearance to the viewer. d. Pit plant all plants into prepared soil and plant per the details. While planting, water the plants into the plant pits thoroughly soaking the C4 n Z •• - ®Seasonal Plantings by Owner root balls and soil. Place fertilizer tablets as specified, filling plant pits with specified topsoil. Top dress fertilize when completed. 0 Q W sM e. Shrubs shall be a minimum of 24 inches high at the time of planting. Shrubs and roundcover shall be planted to attain coverage of 90% 9 p 9 g p 9 o a c 0 Xz of the planting area within 3 years. f. All plant material used shall meet the most recent American Association of Nurserymen Standards for nursery stock c s 5. a. WARRANTY All landscaping shall be warranted for one year from FINAL ACCEPTANCE. Plants requiring replacement shall be of the original variety 1 0 06 0 00 and size as specified herein. N 3 C N 6. IRRIGATION 0 10' 20' 40' 80, J :- a a. All landscape areas will have automatic sprinkler systems installed b. Owner to provide coordination to tie into existing irrigation system Graphic Scale: 1" - 20'-0" ``' W W U Q X Xo to d d Z WIDE BRANCH ATTACHMENT REMOVE BURLAP FROM TOP HALF OF ROOTBALL ROTOTILL COMPACTED SUBGRADE AS SPECIFIED STRONG STOUT STEMS AND BUDS COVER SOIL LOOSENED AREA WITH 2" BARK MULCH. KEEP MULCH 3" FROM TREE TRUNK w U z m DIG THE PLANTING PIT AT LEAST 2 TIMES THE SIZE OF THE ROOTBALL 0 0 0 IT(=111-111- -1 11-1 11=1 11-1 11=1 11=1 11=1 I III I I M 11=1 I MI 11=1 11=1 I i NOTE: -III—III=1 I I-III-1 1. FERTILIZE AND WATER AS -' ,fill SPECIFIED FOLLOWING PLANTING. SPECIFIED TOPSOIL 2. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. PLACE ROOTBALL ON SOLID SOIL 3. SEE STAKING DETAILS DECIDUOUS TREE PLANTING DETAIL SCALE: NTS NOTES: 1. FERTILIZE & WATER AS SPECIFIED FOLLOWING PLANTING. PLACE TOP OF 2. SEE SPECS FOR ADDITIONAL ROOTBALL 1" ABOVE INFORMATION LEVEL GROWING IN 3. SEE STAKING DETAILS. NURSERY Mg COVER SOIL DIG THE PLANTING LOOSENED AREA PIT AT LEAST WITH 2" MULCH. KEEP MULCH 3" AWAY FROM TWICE THE SIZE TREE TRUNK OF THE ROOTBALL COMPACTED TILL C ...:..�` SUBGRADE AS SPECIFIED I_, �I I ITi) I IiTil �T,.. i i i—i i=iTwi=YliTi �Tii 11= SOIL BACKFILL (SEE SPECS) REMOVE BURLAP ' FROM TOP %2 OF ROOTBALL PLACE ROOTBALL ON SOLID SOIL CONIFER PLANTING DETAIL SCALE: NTS DECIDUOUS TREE STAKING DETAIL SCALE: NTS w w U- 0 (D w co N CONIFER TREE STAKING SCALE:NTS ;K TREE TIES 2" MULCH SAUCER .E STAKE. PLACE 3ALL 9 TOPSOIL BACKFILL (SEE SPECS) TRATE 12" MIN. BELOW REMOVE BURLAP FROM TOP ,,NTING PIT %2 OF ROOT BALL NOTES: 1. USE PLANT STARTER SOLUTION DURING PLANTING OPERATION. FEED AS SPECIFIED. 2. SHRUBS SHALL BEAR SAME RELATION TO FINISHED GRADE AS IT BORE TO PREVIOUS EXISTING �j GRADE. TOP OF ROOTBALL SHALL 74,i l 1 BE 1" ABOVE FINISHED GRADE SHRUB PLANTING DETAIL SCALE: NTS FG M SPREAD ROOTS OF BASE ROOT PLANTS OUT OVER CONE OF HAND -FIRMED TOPSOIL CONE OF HAND -FIRMED TOPSOIL FOR BALL & BURLAP PLANTS CHAIN LOCK TREE TIE ` �-- 2" MULCH Vim---�- GROUNDCOVER PLANTING DETAIL SCALE: NTS _ 0� Y e O a) 00 = co 0) co U�Q Q cu = U.) cu �T-"o U) cN LL U D 0 a 0 4a v .a t L E Q O m CL o J v0)cy) O Z 0) 0 _j � w 41 @ Z � ...1 M p N cc p .M a) O A _.1 r- Y Lo N 0 0- 0 � 5 (� W a W w CV W z ow 0 U fn m V) Q W 5--m O a a U wZ CID O N C� - �— C 3 0 of N (n cl O _1 Q :3 Q WW a o0.. v a x a0 �n 0 a. n Z vi z o_ ui U) w o � 11496 REGISTEREO ARCHIT CT ORENTON C.LAMBETH STATE OF WASH NGTON U L r" O r co coco I d- W o0 U S � I— ao a� U.) �.U.)WM 000 No U tJ � i>> Z Q Q U) W .�. 0 = W Q Co) U) U) Z 0 O w > X -i w w SHEET #: A3mOl DKA PROJECT #: 1Aln v I v Ile cane ui z O F- > ui o � 114" REGISTERED A RCMIT CT SRENTON C. LAMBETti STATE OF WASNN GTON 4-0 sU �- Q O h � �U) <C o E co Co 00 h ,d. w o0 . U � }-- oo z~M � (D U.) CD 1.U.)WM 0-01 h Z ,..� Q Q C C) w o = w L.L U) U) az 00 w > X . I w w SHEET #: A3mO2 DKA PROJECT #: igin File: \\Esm8\engr\ESM—JOBS\1886\001\016-0016\exhibits\LN-02.dwg Plotted: 11/10/2017 8:48 AM Plotted By: Jgff Hiivo J� i0 \ 00 ® -S, IN I \ \ Q p / O Q 7 0 0 �l O m n M O (p 0 > Z Co 11 -C 0 wiE c i m p 0 D K f� W O NO W °° (� I O o = p J = m - CITY OF FEDERAL WAY coo FEDERAL WAY CAMPUS, LLC GREENLINE BUSINESS PARK SITE PLAN CONSULTING ENGINEERS L L C ° 33400 8th Ave S, Suite 205 0 Federal Way, WA 98003 I® I I I 0 m FEDERAL WAY (253) 838-6113 ={ (n EVERETT (425) 297-9900 O — www.esmcivil.com 0 �z Civil Engineering Land Surveying Land Planning m (n WASHINGTON Public Works I Project Management I Landscape Architecture File: \\Esm8\engr\ESM —JOBS\ 1 886\001 \01 6-001 6\exhibits\EN-02.dwq Plotted: 11/10/2017 8:48 AM Plotted By: Jeff Hiiva -P -P -4. 4h. -P -P + O 0 -� - Cn rn v 0 o O o O -P + O 0 + 0 0 0 N m cn 0 + 0 � o D 0 m O m n n II� II+ VJ D O 0o m m (� < _ M 0 -P ll- O O O + N oo Cl) m 0 zO < _ /"� O -H N O o Z D 41. D o, N + + O 0 0 tJ1 + O o 0 0 0 0 0 + + o 0 0 0 0 0 O N W 4h. Ln o O O O O O O © O O O O o 0 0 o O o o + + O O + Cf)0 p O nm '^ \ T n m O J Cn + m CQ N (� p _ + D O p N u (n 0 00 o m 0 m VJ 00 rn m O 70;0 `J \' V / I N N II V! N W 4h. 00o 01 (00 O -P 01 O M -P O O O O O O O O m= 0 n + z ""I n N O 00 n� z 0 0 + � -P .� -ram -IP 0 0 0 0 o 0 O 'TI O J O + N O O 0 + 0 O J 1 00 + VJ 00 O 0 m + N N W p O —31 4{ . CCn . O O O O 0 O (n T p Cn D O 0 -� m (n m o `J + II II ��cn^^ V1 0 0o m n p <_ D O �0 m Cn �" � 0 0 + (/) 0 tell+ `) 0o m o0 rn r MO n 1 o+ z o m w m + 0 0 rn -P 0 0 0 0) rn O C4 O 0 O (� 00 + (0 N W p0 O -SIP ()1 0) O O O O O O O O CW 00 + 0 N w � � rn v O O o O O o N t N � c II o Z I � z D 0 _ o O� � f— Dz c �, z D� cn ji D I I r N I O l � 1 i I c rp I I '4 D i I m x :0 0 -n z o 0 0 f A 0 z 0 v_ D 2 0 D it 1 1 , I, I I I � c 1= m Z O Z 0 1 N m x Z I o i I 0 � X o l I� o z 0 � � z o - Illp -i' z D D o o ., Z � m � � o r c� � 0 m I N I � e f I II � .� z N W � N M o 0 M FEDERAL WAY CAMPUS, LLC CONSULTING ENGINEERS LLC Z ° 0 M 0 Z o> o 33400 8th Ave S, Suite 205 Federal Way, WA 98003 I® I ' ( o m G R E E N L I N E BUSINESS PARK z N 1 W < m O OD FEDERAL WAY EVERETT (425) 29i-9900 o < W W W. e s m c i v i l. c o m \ 0 (� N m C0 1 Z rn ) o C_ = r z I oN I rn CITY OF FEDERAL WAY SITE CROSS SECTIONS WASHINGTON Civil Engineering Land Surveying Land Planning Public Works I Project Management Landscape Architecture hitecture J g P m ago m c File: \\esm8\engr\esm-jobs\1886\001\016-0016\exhibits\EN-16.dwg Plotted: 10/25/2019 9:16 AM Plotted By: Jeff Hiiva O_Tl X :I7 r r- O D Z Dr O rn Z 5> 00 O O Z G� m C_ �jj� m rn n n D _Urn DIZ m 0 D< rn < m < m < cn �' z o < o ;U o o m (A co o C N O c� C OD D D (n D i'T� D 70 O D Cl)rn D D r C 0 P N N 00 Cn J O 0 O 4� O (.0 01 �0 n C7 n C7 n n n n --A O C C C r r r- Z p p Z 0 0 0 CU W (A � p Z z 0 Cf) D � I I cD I.}- N D N 0) C7 00 0 O JO O O O N 7 N 1 (n j N _ Cn N 0 � (N 0 D D D N O O m M D T 0 °m F E D E A L WAY A PUS LLC CONSULTING ENGINEERS LLC Z 0 0 T i, i C o z 0* o Z o , 33400 8th Ave S, Suite 205 Federal Way, WA 98003 I®( I O > V) m W O O D B R I D G E BUSINESS PARK -� -� o W W m 0 FEDERAL WAY 253 838-6113 S (425) 297-9900 z < 0 www.esmcivil.com p N m a o D z m m z 1 I 2 CITY OF FEDERAL WAY SITE PLAN WASHINGTON Civil Engineering Land Surveying Land Planning Public Works Project Management I Landscape Architecture m 0000*\ \ \ BUSINESS PARK 0 0 0 0 0 D m 0 o > O A PORTION OF SECTION 21, T. 21 N., R. 4 E., W.M. % N\,.*. a* � 01%ft 00 �00e400f0---'l-% m i/�TERS�� TiE S �m 1 ON WAREHOUSE "A" n SCALE: 1 " = 300' 300 150 0 300 600 TOTAL CP-1 AREA = 394 AC. EXISTING IMPERVIOUS AREA = 32 AC. (8.1 %) PROPOSED IMPERVIOUS AREA = 95 AC. (24.1%) (PROPOSED IMPERVIOUS AREA INCLUDES WAREHOUSE "A" & "B" AND GREENLINE BUSINESS PARK) PROPOSED ' "" WAREHOUSE "B" 0 xx3� ♦ a* A c RECEI NOV 14 20` CITY OF FEDERAL W COMMUNITY DEVELOP REVISIONS NO. DESCRIPTION/DATE BY U 0 J n 0) u M u v� L L w a o U N w ® W� w w ,� �0 J J /Z V - ZLO O W N co a)o C'3 :3 00 E ZU)0) —Uj� ~ 0� •� � m J Q ro D�3 E 0 z� W U)00 - Z o U - '> �.0 00 -j a O o U co li �U E — N 3 � 3 3 �-y �0 w U Ud Z O H 0 z a U = J J X w L w U c/) � J < 0 W > O W LL W �JQ w W ILL. LL O U JOB NO.: 1886-001-016 DWG. NAME: EN-07 DESIGNED BY: LGB DRAWN BY: JJH CHECKED BY: DATE: 09/20/2017 DATE OF PRINT: EN-07 1 OF 1 SHEETS <I II 11`. 7 " T CLP� II / ------------------ 4 � � / f / � NORTH T rk 00 1 I.1• /• I I! I \ 9 \ ( WL-GM FLA6�' 1-20 / if WL-50 SOUTH FLA66 107-114, 142�-194 NORTH LAKE I WL-EB FLAGS 1-5, 10-12 TALI. -1512 G HQ O RA PH I G SGALE WRTH ( IN FEET O 100 200 400 5GALE: I "=200' RESUBMITTED MAY L9 King County 4tMN a wAY 6MENJ Control RightOtWay Lot Easement Dept of Assessments Plat - survey ShortPlat GovemmentLot OriginalShortPlat - Hydro Parcel - - - DonationLandClaim Proposed W S 89-19-25 E Q' t_ .,..:136,18 �i 90 N N 19-25 E Yssasa Lei r. d' 16338 SF 0580 0581 1a6.15 2 .30 136.15 O c+1 _co o 156.30 272. 0 116 a m N 0682 Parcel w , Platted Major Number ' City NJQ" a�;m N i�• A, t,Q) The information included on this map has been compiled by King County staff from a variety of sources and Is subject to change without notice. King County makes no representations or warranties, express or implied, as to accuracy, completeness, timeliness, or rights to the use of such Information. King County shall not be liable for any general, special, indirect, incidental, or consequential damages including, but not limited to, lost revenues or lost profits resulting from the use or misuse of the information contained on this map. Any sale of this map or information on this map is prohibited except by written permission of King County. This map is for assessment purposes only. It is provided to assist in locating your property and is not guaranteed to show accurate measurements or to reflect salability or buildability of tax parcels. Do not use for survey purposes. N SE 16�21 1111111111104 1 inch = 100 feet Date: 3/30/2018 FUBL 17-100455-SU 20171108900002 i WETUND 1 fIFTLKND � r ( 7 30 i 30 ' BUFFER 1281.66 ( 1819.22 N 88 23-14 W 1311.66 �w 941.33 1311.66 �w 3t< 340.33 o # (p C :J ° WETLAND N o: N M 30 30 4� ine ine rk 1 Q I a N ^gym 1 1, fe'enline B siness Park ro pe rty , J ON y- f' CO 001 N o LO co n 4 ;- 1 20,o w 2C o ['�Y_ w 36.00 AC S 89-06-01 E f 7i`3 i o ,6j t S 84-20- 12 ,$ 75 20085 SF� o iezx�s t 9036 t 49(7 04 G� p7,1 j' A�ETLAOD e� EFL 0.42 ' F ass' m WETLAND 3r{ ' 95tn 1 W .,~ tf ... _. WETLAND 6F AA nr n�i !o 2096100# C" 0 0167 W M jB �jM � ;•s ,�, z o � �/ � � �: uDVU I luat SS, 773042 - , y a 39 ~ 3,353 3 ti Ar FWBL.A 17-100484-SU s I Z 7012 32 A 0 0 a ( V / B 17343 S!`:: 00328 $O /^ `_ 2V 110001 0161 SP _ 104.34) 0 100 f r` A 10 1 A 1 7 'i �i i'' r � � �r � �� rn - t 1 900001 : 51 r,2c -"^x NOT 1N S.P. Cj WETLAND f 1093920 SF 0166 b 10000 s a. 859050# L s..x u 104.34 1 ! , I , rt �l 8�. 19 7 AC 10�160 f �� 14 1 4,34 3 ' r+ �- -------^ 4 ' BUFFER 0010 ,�' + 542 o _ , ° N542Prcein i'ono ca . BY xcSP 2 0 11 ` F `Q nETLANt. l ----� -- 80049-8009040�41 i+s - h " -- __•_____ '.-;,`' S 89-13-25.1 E 8 ^:__._____.i ¢z'K`w'Q� ch __ .._ _.825000343_3, 8__3 25 ti.as ,� ✓ t �, 542 430 cj'F� -� 7` ou r m 542 - - -..: 2 t ,.,1' - o - _i a:=•.i�� s, - ~im 110 l . 100_.: Rx20R S'$' - sue-- :` ) ______'______________J_____ - i o81700.: rg -' r" i _ - _ S'ry,,:g-.,. `'it• .?,��` 1`'L. 1 r .p , a 81 190295 v i• r iCn P.C.C.i JS09 PARK "yes o 1 1 t 1 ! N \ a s -t --r-- 6+79.7g ( -1968) _ . _. -ro ( 16 t , LOT 3 _ - _ _ 1 � ' �4 -- of 0 % '"x �.' r: 12 _ - w -pr- 0 't �.,� �. F to � F ra: , .-1_-___--t- -�.- ` � 0 S lip ,}� -�+ ��.�: �., u.i y.'�,. � �, /�• .,rs' o I- .10 i ..•.- "�51. - 'O O• - -'i,", p9 ---= --- -b I In _OT 2 k1 J: �1',.' � � NF i ,., �� ;5 �,��r 78375 SF _ I F +1 1 1 I � ! 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U r 271 (P) _27l _ _.._ .' t f ri -- -- - 542 271 272 -- 13774 S 0210 (+qFO 271 6 -- 1_3. ,76 13-28 W lY 88.8 FWBLA 17-100484-SU 292.35 / ogyG 20171103900001- r 2 G o w I ,j �� w a wi Di 12665 S� `y 6 46 '.;ET. n V 0215 M! ti , roj, 46 2 >-N1.3G3..-P021.8E, W 1 5 S yN w \,1 !•"LrJ �,r 9U17Ao BUFFER 14 46 5449 SF 0-1 -22r4ETLANDE. 5889 °l2 12338 SF 14 4X' q5 2 28 1 1 1 , , Un 36 156.03 ,r .orl:� o ti., , : r r,"�o t-� ' C. 1" 3 37 42 ; �r ti 45, n 1 OT 4 } i J 00 ; 0032$ 0 i FWBLA 17-100484;SU- o ` w / o r �o 1 2017116900001 1 02P c (� 1 ; o u 3� / i , 1 i z E 9,95 �Y i I - W h1 ,Q „€. :. . ±. - .ry<.$�e,... , I - ' i �.� y:.-_ _`__.. _.�- - 95 O a 70.5 N ,ICA CV tof.. ,( i Y _ q x , •hh: .f , 'a' - ; WETLAND • , '' SF 471 '/' : ' jos /; 1.s41 44 53010# 3 L4866 -SF 1'GtI10 y J � SF / O E-eJ +•''� '�(p`i'` 4�i `�6o `, - ' r o / r 1. -A N 60' 4r' {1 Ae f 5p 30 i ; ( `i' / + ; RETL7NDt gg , .. �•::r :. I. P0r 96dLJL.. , in w }r xt6` s e � 6. , I a , a w i sa o Q � -------- r ? 3881/968 ; 3 i f v aaa �. \h I a' 6 WETLAND , 3 A2 1 30 T r,, .--._»- - - 2+02 �43' `-'"N .' Rr'Is'uRPt so GRnxtrsi3: t O _ _ _ _ , _ _ _'_ _.. » »: - -. � sgFlls ,o - -- 30 30 _: ;_ 271 ,` 0 / , . , o ,y, 23844 � I �' i6;Sp � 7, 4-28>69 - 7303224472 VAC. ORD. 1349, -- - _- M _.13a 8.. 5 _ _ 192 :5� ' 3 � z y�• 0470 \d 'Tt appears that ;' L 8. 55 v-_v ._ 2 i- , .., _ w -_. v' EChe true SW cor ' 5205/25 7' - 286.9$ \� of Sec 15 may ' a9 _ - , 1 VAC. 5 29 84 r _ 174 98 8.26 'north of its 13 i ar4 c� 76 o- ORD. 6001 V-1------wes-- -___ v - 1349 4-28-69 / 42 ' 'a'o, o \ . P.O.T. LE 1929+58.3 6 �8 738 - - -- _:_>.,_.- -- i vindicated N� 514.89 5 Position 11 t x'Z'Ux� o c �T e: j P,O.T. S 336TH 26+79.2 v S 336TH ST - .- --- -....................<- 3 m) - -- I69.87 0 ORD. 6$01 , _ o i. mo a: 13+0322U4 J2 - - - - 0 ----' ---- V 1775 N (ADAMS AVE)M.C. N , a -- 1 w -. , / 3g6 134 2 �, .., ,: HETL:,ar. i 36 90 `: BUFFEE fi--tx3 i - - _ .7 . . ' •'� Jos O w 90 M jj 15 �" 2 .. , FW B LA 17-100484-SU �S r w 3 ',` a ,".: i , ' i. , : - erarG :'S'. v w� i ti I WTLAND 017 103900001 o s - _ s • I 2 1 .,.. nET1,t ND c i �" o a �? ru 2Y2 ! NORTH LAKE Iz >ms2 ;o: , �yo ffI. 4 , 13510# r ; `s 0015 /230 ' + 2 � , e ' \ r (,b �5 k i �F A $ �, ass 5p CD i j L �.. S S• y � �. Os gy 2' 0•y ! - Con il$90#' WE ^ iND 7 O'4 ( ISO LE 13 c� ;' M 12 Q9' i k9lKingCounty - Control) Lot f " The information Included on this map has been compiled by King County staff«� Parcel from a variety of sources and is subject to change without notice. King RightOfWay - - - Easement County makes no representations or warranties, express or implied, as to Platted Major Number accuracy, completeness, timeliness, or rights to the use of such information. N Dept O1 Assessments Plat -- -- Survey King County shall not be liable for any general, special, indirect, Incidental, -"-' ShortPlat GOVemmentLOt or consequential damages inducting, but not limited to, lost revenues or lost NW 15�21 �04 = = profits resulting from the use or misuse of the Information contained on this OriginalShortPlat Hydro = city map. Any sale of this map or information on this map is prohibited except by written permission of King County. This map is for assessment purposes only. Parcel - ---._.- D0nationLandClaim It is provided to assist in locating your property and is not guaranteed to show accurate measurements or to reflect salability or buildability of tax Proposed parcels. Do not use for survey purposes. 1 inch = 100 feet Date: 4/27/2018 I i 11 Rio IM M rl ,-, O • ch. r <,e4 N y�\ye H } s s8-56-15 W 508.88 .__ _.,.�._� '- .. ! ..... ow I caa,aa w 2V4S i 22.66 2.28 AC oza; se,aoa,: o,ti' , EP r• N , 9140 14646 SF 2.91 AC urm rule acr220 s,sue N c11 9206 30 ,,` .za >7 a<s a r vz-s ._M) o .%N60 9 o 1 200 SHEET 10 OF 20 112040 S tv N oo w 2.57 AC _ _ _ -,-, 1,11c 3$82/667 0010 OQ15 2.57 AC •: 2.57 AC 1.29 AC z m a N Ce, ,0 1 0020 0026 t , - .,. r- ; ? kyA 200 200. 100 1.35 AC 2.71 AC , I! 'J:l hti 5 o Q025 0030 50001 SF �' .s ` Ni y�'9• 0. 3a79/162 3879l196 38791165 a 1.15 AC 1.?4 AC i '+f - Q037 435b3 SF w a :.. �, I 009- 2000208 10 13'_ _ N a9-44-54 W (SUR.} Q04Q 0047 0048 o A. P. 4Q S. (S.R. 5) � *1 (P. S. NO. 1) 0046 of 4q ,� -1 �, PIERCE CO. LINE TO JCT. SSH NO• 5-A FOR tIN�tolsat4rrr To cot*rx s1o7o6o2s3 w -._1111.1 ; ,. N STA. 52+14.9 0t 901 �y 55321 SF 54450 3 P.S.N. N0. 5 APPROVED 10-28-1958 (OLD P.S.H N0. 5 REVERTED TO COUNTY 6-11-59) COUNTY 6-11-59) 1.27 AC _._._ _ ____-_-..- _A.P_52+14.9 REV. 9 26 72-__.-__...L ,-,,STA' 54+50____�_-._.._..__._,..N 88-56-15 E N 89-47-45 W (HWY. - 3 1 FOR RELINQ. TO COUNTY 8107060253 - - _ ._• _) __ 13 1.86 _ __e ________� _ .. STA 61+50 _ S 320TH ST , �_m_ N 8✓ 3� 3 211"04 P.C. 72+29.4 ,in 1.25 A ' I I 9065 9012 OTH. ST. r_ -_ _ _ _-- - _ �' _ in , g0.� N 88-36- __...__� �_-____. .�.•__-___._�.._._.._1331.86 ..._._..__...-. ' I OLD P.S.H. N0. 5 lVW 1 1-Q4 P.c. 72+29.4 �_ :: � _J 236 06 ( S. 320TH ST 59) i (REVERTED TO COUNTY 6-11^59) S.320THST o R+. -' y,a4 _..____, _._.._,. - 20 7I3 '� sac4 5227 S o ; y Ded to cit SWD 19990916001890 � � i .�.�. 173. a4 1.97 WMANNOWNw-I �, ._ i 9166 �� 0 3 6 �� ! - 01064-RW I . ` any oo N ♦yy�ry N89-44-47W 402.98 17.24 1384# 1 50 217 _SF ,::.. 25_-BSBL._...:.. ...... .. 9 4 0.• S�°� N a 81.58 n w ,� 917 02 -- 8 104.25 ,' a p TRACT B 9 e 57oe# _ _ Streetscape Eamt N V 39 13 �.9 -012 012 22.5 'M 6.?2450011 4823i M z>�0a ssa,s 1 ry Qoya �' 0* ___ 30 3C ss 0 3asns Q as �? anra &as•, 20 15 a a° 30 ! ,:✓' PT 75+89 4 a,a I 09.78 0.97' S4' 0110 SENSITIVE AREA W s,;• to n I ., WETLAND y, ,n.c 100 33 0 � o 2%ss c o 29105 SF �, ,;;; °a ,n 4716# u'! o 01601�1 v ,n w 0aes ,n «a r x ,, a, 1 O 9004 j a:,µ , 38446# �Q 1 a 13 0130 �a a 10 0100 a 8 .� 0 11 10 "' 9 8 f 4 19',, , 4♦ 04 I A 9q 0150 q i • m I,04.82 0 14 Hues o, 7 S I am , 1 19 \ LOT M 3z„ea 1� 100.33 om z ry • w A� \S`62` 3 )6 N M i 0,4a LO 4718# ! r, es '� , j0 S �'S� 43277# ti w o N a 14 L -' 9 47E6# 0 7470# OQ70 0065 0060 `" `� �F ,30 ! ' ` to 0140 i 34 21.120090 - 0080 0051 tiy, 1 3 .p ; 0010 0 ; 14 N : � 104.86 ,, j 5 m , or y �A t o LOT B o ( eth c sz„sa N\,r 29 27. s$6. g2 32,'' o p�7 6 N .,noes ,,.� ♦ N msa .o'o o. g,, ,.�0 a -xz ; ': a4. - -3 r� 3 , a ��' o0s 0 114 0 0 N �:., c ` ••"-, qi� N . rn :: .' v 9720# ,n a`\6 85 '''r � ' - al - , ns o 00 �J� o G I M m LOT 2 15 0150 `" � OS 110.91 _ _ �,` 4 ------- �0 ``-1 o rn M 0 N89-17-OOE r I 109. 4 0 M O� G QO .t � 1�'N m 14 aaueq 5 M y 6 B O 0 (� /ry� ^^ ++ , a 010 ^ e ,ti AII*'o 65.89 r 44. 87 A� `�•9, O • l `2 Iv k V O lJ `t 1 G'��' VOL a: 1 Off' 74279# I `n z 18 0160 y" c� 5 5588# z'° 5• e<-,-A 54 • 75 'S 55.36 Y s `2 I No ,�°' yti o `.� \ s 2 �� _ 1.71 Ac 4 I � 104.95 � 6 an' 7 6 '1) O E I .. y s i 4' V oo 602O# rn N -03- _ , y n'ry B p+00 _ _-. 0 -4 237693# \S 92795i 0130 o ,n 7 4723# ,n 159.92 l 93 AC ,1, SJ i --'" 5.45 Ac f+S e� `80 P 0030 M 4 o a 116 a { 4 � � 7., e; - 0010 b��R t �J�� A� ti I v 165770# �� 104.99170 ` OO 004073#N s ly n 0 70#, 131,14 5 0` }1?? v� Ste ` S"` (� _ 36747# 1,�59 _-_ - A w 3.81 AC ! 4725# 0180 105 6 0 0060 •. '\ 8 - m" 146.40 i 35�3. yr � _.? OQ40 0 0 � '0. r 57&48# � 1 02 E O '� s c ) 2,91"01 9 I ^ ? c >18 axnss 19. 6 50 9.2 �' o 1;32 AC �, N B0 33- �' [,'�, 38502# 36.0 M - I `•, 9005 105.03 3 5448# a m ` - 170.29 0 io ' , 0020 r , ,: ' Q e : 0 9. 29 H 6 v a, zD' ssal . „..._. . _ ._. .. 1 1 a j %, p w, ,� 0 6 c, � 39.28 t" i • 1 �° t• : i (L 4727#,n (i�;N 110., M 0 � 2So . i 1 � , ^ ^ :.� r 1 . snsss 010 E p� i,.., i i .,nn 9 0190 o a; sc0 � 3 c& Util Eamt - r, V N __..,_..,_ 0sa'105107 ([��' , w: m ^ 4 M I Ix rrg N t) , :ILI ..... _ VIM o 2 N: O'er ,n t- jS�1 +�131.0..,_. l. 446.47 u0 m� s 523i 0115 M 1 VI r�, �;. i 31200 .Q t3Q2Q ,n, Go 011Q �f� ,,r; QQ S a j O' I aam 4729# Iw ..: 0° w r 1 �o• er 20 us Q.'c 110' 46 `8�9-- -14 5 � a1:87 i , ` coo : M I 105.10200 Z �o 000 5735# 31 TR D o : � ; y �- ! ; N F'�J BLA -' Q Q 7 2 -„�s �o N 1 OOiO `�o sENSITxvE AREn �0095 0 , , Pi -.i... _.. � - i 1. 65 AC 2 r S U a czm 9731# im az„as ° N 130. 94 n i , V ; � nn �v �7 !!�� nn 21 0210 a __..._.�H_ A� r �i�G !{I 71784# . '� I c 2 V 0 1 V / 11 t1 V Q 5 105.15 I 9 .23 _,,: a } I rG 0010 a i , 'i wr4 z �s u 0030 7D <,c . ; �� W 19 I T E c* e T ` `7 o: ; .0 se ss o1 1 26928i �. ,p "' 4 r 3 4ir ,nr.,n,r rrr,,, j j11 1 i (LOT F1 296.74 °0E a TR A o o 104.20 89.25 C ff o I` �/ 7 r F M yI- N89-17-2tW N I xECREATION ,ten i UND INT 1 2 + t7 i I illillIllill �, I 8308# 0220 z 4 FWBLAI8-10078 SLI 80.28 M �: : q N 8,a 6 130.84 � X. 0 V i. � 0ti' . 9 6 I � Z,,. 46 26 3 W i N8 -28-1 W o ,� i v I W o 05: L , t 1 Q 2 Q M 5. 20 hs 6� 'i :- ey TR B L„� c 1 i co o 9: VS cza ,o ,n ,a 00 i '�� STORM DRAINAGE 3 M 9364# (. 6 I N 36.92 gy y9 n ss4ee 0 10088i a o +r v�• v N a o; 0075 00$0 M 4` v"u i 5 M t t, o TRH 16391# 00$5' (-02 �J : M ! 2 o 4 SENSITIVE AREA \' J SO• e 75 75 30 0 ..20 1D4.20 �+ r • 1 z , o �a� rS 72 147.35 0 n o - -�rI, �, - 10023# UND INT y- 23 M �� rr rr 0 30.74 30 I i `:/ N 1_, J _t 3 : ..... .-_..- �. -_ S89-17-09W 169.87 o I N a _ /� //�� -- -_-- SO 322NCI ST M 1 N (�,� {/'1 : 40 1. 62 AC : ,Q i �., ¢4: � � rncT 30 R & UTILITY ESM4 o - --- -- -_ . --� - _...S- 89-17-0- . 50 � :Ui 11 `✓✓✓✓ 70790i ; ON I N Q tti V M .. i 0020 m i , M { O w3) , �i - ..--- --_.-..-. ----- 450.4 a ------- -'--- -N90-. 0. �I z iz v,� �y2p 67.58 - - 1 •,: i � 40 AC 3 z 1 _ .4 30 30 Z, i 1 C14 ' b F'� i H 9120 °° N t+:t aaa ,0 2 o c a,c o "' max o r� zv s' 20 $a 6.75 AC i a' a u 3 t I , �,� 200 10 )18# 11325 1 M o N n o 3 M 2 0 1 w 293798# j r M 23 AC 26 A Z oa,ca a d o + a x.0 � - - - 0050 y c 2 80424900005 in ! ,a to 9140 9139 z N z ,�, "'10 l Parcels M e5 95 QQ1QQ2Q QQ1Q QQ05 - r Cj, 1 o s 89-17-04 0030 0015 S s9-16-5 w M_ .. 1 V _ 0 180 o� .-. 80 g0 j ' i �S' i0 ¢ 150 30 -, Aac Eamt 3p ( ■ ■ ■ I M € 9.nlub f .. j 30 (nor J� { ,o 'I I I a► 0 Notification 11 � � 4 as �2 t '¢f0?.,3� r _ n : i : v r,. Q'}0 ip 1 .ra..e n2,tf1'� 1'j 20:s 'v r ,5 1 .: �, fl 4�a I z., 1 m �':,-:: 11��`" �, 0100 0210 t01 / :� o Boundaryi 4__ i�, 9 I i 1.37 AC <,,,, �, 116:04 116.04 I M z c., 1� 2.77 Ac 904e, I 5 n i a 1 Owlj 1 0I0.0 135455i � � ,a R" 1 N ( 9755# I ,5 a> �w 3.11 AC 0050 w =' J N 3.21 AC " ' a, 10266 SF a f 1 0060 0090 ,, 0120 O 0200 �'+ M �o i m i , 3'1 ' - . P uwrwrww err t 1 j' o•'' - io 122.688 t4.,, J 1' .• o ,. , 122. 6$a &. t -. 7=' 51.8 �' 6 o,z u. _ I 5s.e5 BLA 326.98 tea tiv w 13 BLA - j 3 2 4 I 4--.111 ( f zsrs,c aw. zass±e 00 ' 4 i . 0 3 0,A 0,2a N $0 I I c3' ' _11 0120 w 105 SF j '01, I I I S 323RD STREETLp ,,. �- c /v+� �_ _ M of ' w, ✓ 129,18.i 1 l 1 t eg . , I -- -- ---- . __ _: _ _ _ �_-r ____ _ _------- - - --_ - _ - _ A�------ z 129�10 t e `, 1 i h ■ ■ ■ ■ �'" v } r�ea rn r�afa w i 1 Carried in NE ;((f !� 4 A, ♦] w 2 maa Co 1C 8 N 9 . I I R � Parcels �n ot� �c�- to Bounder _ 109agSF1 It w ro`; 20 M - y 138:78 _� _.: ` ,,:,, i I ' w 0 -- .1 / Ol$0 _.-> - NOTE: See:surve,y from D.E.I. (in s0ry file) prof. no. 97079 135.598 135.598 „>' 8636# eea ° �': 2s 25 & be lmaintfkcalworking/plats/kcasury „'tar 1J16 line location $ rn ` � 9170 0 9100# a, 103.45 `� 10 9169 M USABLE 200290# 4.60 AC N 89-17-04 c 5,0 81 0170 N N 89-04-36 W 1 N 89-04- 6 W LCT WETLANDS 6 BUFFER AREA 202060# 4.64 AC 150 0 0140 11521 S ? � 0 115 -, , 11 LOT K RACT C , o ' l 70TAL 4023501 9.24 AC ? " 017Q 2 01 N a' DETENTIC14 & UTIL FACILITIES11 % 184670#GIS : -` 10 142.015 142.015 `- � 0° ssz,o4.30100# I w M."04 x 11 z UIac, M ( 9052 4.24 AC " 9 01 w \ ! w o has 9079 0 30 s,ee9700# (h 4(, 0 N 9167 0090 e2 6 tp 2,. , ti R� 2 m 25 y m v - A5 4 6. 8 / 130. 07 a also 0 9 m r M a ` • _ .4 N 12059 SF ° V5 ? 3g , 3 9168 y 0 2xe,0 w MIN' 7 w Com 4♦ 9 3 2g ,at,a4 e9- ,j �. h�Q ry R s /.,., S. 324TH. ST. 10 0160 30 , . 0150 w 30 ` 26.64 i3ND 11F) iNT 64,93 ^^ 13200# Parcel Notificali72& ' , ca �� 4 990512 004 4_ r , NW152104 i sr� e.2 r J o ` 1`, 9ti52 ! \ r RDR ES 9S M � , , ": 12 ^S 0 6.8 saa,c Boundar h 1b1, , o J i o� 8 I $° N 9 4 \ 589-05-56E - N',' s ai0 ti ?12790i o p Q I s � , 4 4 b O 1 9 2,63 Ac z.59 Ac TRACT E c r,. M i ,1_. ZS J 1? � � 10 l O as 5 a 37:4z ca o ~i t c O e� 1 , / ,I l I y 9S J C1 d' a e,�, SENSITIVE AREA. f' #< � i so H LOT 3 i v ' ' `` z r, WETLAND ,�n ,.. 1 02 Fc " 2.00 AC ~I _ 2 i �. 00909Qt: 01f 30 \ ` W 2 z 5 °" .�:,3t 9153 A,l I � �'A �hn �+g � � 67 82.50 :0 Gas Pipeline Esmt i,p3'.. 34037# �.' __ 16_ �,M q _ y1 y to No r Q 0 18881 -.,- 154.b55 270,46 !2 \ o' cs O � 0080 " M g c�a 12 ,sz,0. N �' c� .$ G N 83+ M 9 499,7, N 89-12 E -- '� „ o N W /�� 3 -- - I3-48 h ,n-__ ,__ ,.- 100 " ...., .r.. 10 Fi . .- .. _CA.�,..05`(i�Lk�:)' ' "'_" i 1C0 100.26 �;I O N O .J mac/ "i 1: 40' ,,.T.,,.,,n._ � ,° -'o „ 26 :<t ' \. o s N O ,/�� r�,= 64- w . ton 100 125.05 �i - .. i ei 4-4 \ w� 30701# " w a Pi aaeFEe ��< (GOLDEN'S NORTH ` AKE TRACTS UNREC)AG< " EUFf'rilR' �O N �� \, C NA 1547s# 0010-0040 ; 7 N o� 4 IC4\ we 9195 4; ��' no•g3 �",r 4 p - H n,,. �iLL M I ' 50 0 1.24 i pA 'S> ■ . , 30 \ N8�9-32-3 ' �. ��, z 0u 1.55 AC 0.31 AC 0.31 A 13535 S os Greenline Business Par ' - Any 4i45 9144 )54 9i00 j \\ 3a 13 0.��yy�zau,�6 N i 5 , \ : I i , I Greenline153 Business Park 911i c , 1P�< 005 a� roperty - _._ -__. _------ -e- 14q 100 Iq0 1 2 50 A \,, a1 0.36 ACUZ Q e� I 006 a - - --------..-_____ _ N fi9 12 E 799.20 890802fl145 bq� n ry, a� - - - - -- - - - - - - - -- -- -___ _ __. --- - i \ x7 _ _ 15' 4 { „ „ I �� ti S. 325TH ST. 3, u 9132 s�o � tn z \ _ ti Propert ¢`1 4 � 775.I5 S 89-__-VU 49 i 3 327.94 4,kers Q .`) 100 N 89-12- $ 200 I b M o ti� 0a 75.52 \�, 0 21 AC310 ' 112 s o aza S 89-12 W ry �i I ,� y3 oo . `- ', ,n lOq ,.I ,.M N M 614Q i�h, yA. o I _,. 9147 M ' 'P , 1 , � 16 8404190784 a � 14 1 �� 3 °w �� ! � W IL 16 o K.C. 7712210839 e9� s 1�1 z x 0' s 80, S. 6to a sz,sa m Lot 3 Lot 1 "' Lot 2 ` ° LOT 1 LOT 2 M oI T 'v ~ �+'� y a,440c t" 4es'$4 � 394.80� ON 399 . lOT 3 1 s{.O, H a,M 2x. z v `i' ti ti Y O 119 03GIS 4 au w \ 0.21 AC \ s as 264 ^� 1,20 Ac `i a M� °� 0020 0030 N w \ n 5`# r` n'ETLAND 'E. , - R-58,0o z: 15120# o ,�,aq-13300#. o - , �'� .,, 9.1.21 91,48 0010 12679#GIs M ��' y@ N :s; 52252i �x 1 , I gib° ° ' 34.08 9142 2 191$�# Sim 0 13500# O 0040 \ o' ,, 11 a7nc 401 2 j;(q 9134 z I 10' WATER MN. ESMT ! A'y5 5 BUFFER` o / -._ - 274.95 NI. 89-12-00 E :12 ,,o ^� N 8 3 -0 E o N.89-12-04 E 91^� J, v . nrt M '. d43D,f ry 79a.9s I., loe 1so S 325TH PL ( r ., -1 . • 1 41 9=,5 00 y r__s 8 -29-48 [-. 204.79 s 3 J, 88-29 44 9r w \ ; ,< tea, .- 12'44 N 0.20 AC l c R ,sza u o \ 9149 W o ♦�as> �� 17 L 3ri o ; ��\ S 91i68# 1 11.4 5 W, 5 6Ct.26 a 0 5 WETLAND .' ,.. J^ha- •�. 6 38.70 �1 ,+30a o o \ S 9 1,34 AC o% O �} ti S om N 9-12-00 E r A 9057 1.9 0 16210�# f ■ AC UJ. 8 M2�858#GIS 158.5 9��e" _ -`'' 90a6 / > M '-' I �C,,� w o 1 1� 0 w �rc4 2a�,:a V,' • ,� Q : .a m E� �. 0 z rn .! 4�+ \ a::ta a:wa Q ' _ = o a o 11614#GIS aa1�4, y� 10 4 �Z.. 1132 . D9 r ' Notof 'ica ' o> i 0070 `� �, 00b0 �. 60 6 W \\ 9366#G3 `" `� N m, i _ ---- - _..._._____-_....- O ti 0.3a C 1315930# ; __. _ :. - __ . a •, _ _ 01 008c z 328.05 N 87-47 E 9os_ t�Q OA V 9039 A vq 0040 V . 30.21 AG 798.90 I 1.I 3 30 \ 9036 N 87-90 W 1 z 4- ") ___8 S 89-12 W •-+•13 166.07 ----------- 50. 'v oo , rI 112. 85 50.23 P ,a, ; 8p s :a ^' 2 rr I \\ �z+,0 11623i / 0010 0° V, \ , o . 3 0030 �. 30 /, O 'I // a si43M `i7 N a030 6p - 30.33 ff - - Bound a"r , , Q soa o y 8 130 ___ V �a o �o- I o -:L 1 `' N� 7a-59- BZ. a ob p tii 4 0 0 4 Nm h� C \ 2 N 157.84 1 2n410 34 A. 00 O 4 AC , W 38.y9 I o .; i o �IW E \ �rn 2Q 27$'•07 s %�_ I� T1� rr" 1oS�r Y _z, a p,�a m ° 1 � b 0' 17003#GIS , A9' 9.A 1 s 2 a syl r 1, I i i � 0.3s AC 0020 56 L�� I `.' ¢0 s8 ! s. 97 Ac i 111,y4.ryo 9096 77 0 010 89, 43% ,\ m ' o o i 0020,?.- . 31 \1 -P a p1 v r N n N r 1 ' 798.45 9022 i v, S \ ' 36 5 �9 1 � 1 j43 > , m o0 598',45 N a9-12 E _ S89-12-00N - S 326TH PL �� c ate° o w c �r 33.5 I 200 �- --- - 3 0 ,O ` ra, R=25 �, N '� c z i N 262.46 �31 � `N ; A �'p + N z.•�ios 1 'o� 'o+ r nr aa_na_�a u w ! Y' o +" v'. _ 3j 65.09 0 14963#GIS o `, \ iy "r , h,/ / KC,SR. 784029 - 8507300584 + �? .''9 0 26 S9.? 0030 t w \ ^0�'yR4j 3y0010 4°�6' u w / u Y. 9 8� to Q 9 017 I .1;r . ,.i p M ; EA N " ` h e0 f r 3 us i r9 9 t 86 �5' a 1 LOT 2 LOT 1 ,§]::4 -' o �, a �a I 02 E _- pL. u ,s a �, ( , s q9 ... L 4 s`,. 31506 SF'' N' LO m0a cuyaa �t 0050 7�: 94 ��' ' �` yR 94251 $F 5 ? w\ e04 t ., / ry `J 1 598.758.20 (SP. } 902fz 2.17 AC 36 , � _- :............. _-. Wi ..�440y AC 140050 856#0 �� 14806#GIS JL,4" y\\ Rs ' 42 !V O. -,D., 9 03 0040 ♦ \j < 2 ,5%,34 I ,y,2 d,o), 138.2C ;I 89-12 E inn M � p ,. : j u _ j M 330 �� 1 0 ��' 0 36 AC i i <f 00 �O v1 w �\ } vc�, c 9097 _ ) Jo- p 4h. .i `e QA, -- 170 VV i Vv0� r 2 ,Slat \\v •:C4'' , 00" , \t A 0 V ""i s o to i \ v p= O� ; 1.19 AC 73756# a:. 4S ti 9ia31. 1.69' AC I .,.a - L !, 5 �;oo., ��' o - _ 330 9030 I t. 1 - '40,°`. I pi v� v Y m 1$$.2 i s a9-12 W 7g7.ss I o e-9 c \ � 30 \' k 87.9 5 vi as -_ f �a9g ��C o 62 6 C 100 g 0 I m ' N, \, I ' is 1 N N \ ■ W 76892# .1 o \ s,. ) �'Greenline ftsiness Par 73 AC 6722gAC 1.76 AC 0.22 20 A i SO'? 3.43 AC �a �s, \ 903 AC * 201 987, 7 9123 9176 - ,�, \, !;� ' 6 9007 9085 <;, 9016 w 90.33 _ _ _._ _ -_ ._ 597. 17970# M:° oo 'W _ - - 160.31E 62 C M o, \ 3� `sty 11_ -..: - 1091.31 E z - 55'S 1 g0 30 �m I IN G -3'. _ s9-n^ nn :. N1�V .15-2�4 ::; ., UhID. IN^. E 16 } 369.70 9061 n Cam` 3� `\, (iM1 N .Z N a9 5a 48.: , , 263.01 7 .42 6� ♦M ' PropertyIn � 0 .$& `� -04- _ . 2 - 21118.01 E V _----'} vIs * !/c' 30.30 t 7 84 ,08,2a 1i �.� - m oI' 3-3-30 \ \ 15__ BLA ' 310.55 320.55 (P) - t`e ,' O-.! __ S. 328TH ST al - - 9 ---- -- - - 4 'e.i 1 --,- 3 3 M __ c., _ 1158 - l I A - - _E ti `' i �9 r /30 I e+rwe 3-10-30 217 .71 , (S . P 3 __• az,ao e d to y' I} 9� 1.AC 2'� 2 ' to o I „ c 1' ,' TR -. T" C O 6 \ 287.4e 2-- 48 P) 0.005 1/ I l /.1 0: a o 96.98 3" r {N a a8142 of h°. ` S t C;se4a h0 30 I 3 9 •, , . 1114M,m o a,aH 5.-L �, 9 96.51 av;,4, 42 40 l ?S o. 07 a ,'I I / T asn' 1 o s,z-._ ` °' 0 .,'94 00,0 40 4230# � 4V. N 4' b' � , � I a j 1 , �7, .3a 614M c"M 54 4$49# d n' , vi 1 4849# o I :48 45 '\ to M ti 278.80 i/ , en M M ore "' � 054QO `" I`' aos,.z M �► 0010 - 288.80IP) i V e y � z 4500# ,, n woe , ,r. +--------6- -1 0' '' rj �I g e,a,4, (i4Q0 "' 4365# a• 483 a4w , IZ ''' sEE NW9 Y r Y 110 0571 QS?0 97 �4 �, ` 4662 ,., n. 152, i ({ euu, n I 4 "sza 50 eA Q4i10 Q4�0 6955# i1, R F 100 9• 7 I 30 ( P(__)' j �� 4 a Ni 220 (P) 210 10125# 10125# 10125 10125# 0 "53 4809# w " 2 4883#. 80 u7 I 6 __________ __ 273.28 283.28(P) ----- rn i N! 0577 057$ 0579 01gRn 0530 o t o 0020 9 s - SU...._ , al I i30 I 3Ci a; e; 111 267.76 277.76(P) om I 4 e _i I � C I Z � t3 I ' 4565 292.24 272.24(P) 0000 i 1- aio r AkccessG J*�i1iNT i "T iAGT F3189#:,, Utility Esmt ',.,. 5 75 75 e4W '� ayga {,e,4z IS 0 93.97 b h(M w 99.48 ` a i r ►4_.. also, 10 r 99 eaa,az may" ` i8. 380 a0w 39 o a 52 9684# , h, 4 ~ 3 5195 ^ 1 , „0 i �.s5-'',` 0520 ti # _ 0030 38 4365# 0380 m ;47 4554# `c' i" 46 05 4 619141 96.33 1.0 . 0) N ° 109.68vio N 4790 97 4�e�z 89 • 2 `�� - _ , 5i 9981# h a,au, 4 'at° s90o# e,e. 37 4aso#"' ,RTt04 ' �q tACT B _ n 0510 a / 9 .,a.A nnan •,-, see 13 L9 King County Dept Of Assessments ~- - Control RightOfWay Plat ShortPlat OdginalShortPlat Parcel _.._. Lot _.. Easement - Survey GovemmentLot - Hydra - Donationl-andClaim Proposed Parcel C33Platted Major Number City The information included on this map has been compiled by King County staff from a variety of sources and is subject to change without notice. King County makes no representations or warranties, express or implied, as to accuracy, completeness, timeliness, or rights to the use of such information. N King County shall not be liable for any general, special, indirect, incidental, or consequential damages including, but not limited to, lost revenues or lost NE 16�21 �04 profits resulting from the use or misuse of the information contained on this map. Any sale of this map or information on this map is prohibited except by written permission of King County, This map is for assessment purposes only. It is provided to assist in locating your property and is not guaranteed to show accurate measurements or to reflect salability or buildability of tax 1 inch = 00 feet parcels. Do not use for survey purposes. Date: 4/27/2018 )4S +Mr, `,;+i us rn 41392# saa �ti0' y A �''w%0N M 9328 N /zOWn 44.50orl1.96 e a915{io taia40 'f sax-41815 # esa 81526 SF65233 SFw ,.. gM 1.87 AC 1.50 AG;.R r koN 9272 N9276 9172 103531 SF M; )�' 35,45E 105.78 +J- x- �V_1ay �_.:.165.09 2.38 ACtD is 1- r9035 a 3y.a1r 154709316 5`''91f37 '_ - -� 5Q7 VAC. ORD. 3609 ____.._. N 88-24-15 W / o} x ,� ,ry x _� }`w �38 9J198 _. _.,_._:.._____ __ _,r 2.28 ACVAC. ORD. 2813 3881/454 V 1507 3860/236 3879/210 VAC. ORD. 3fi09„'--" o, 32 78 w p i 8 V-1rJQ7 3893/285 N 65 m r \ 32 9140 I4646 SFm 2.41 obi r Iti N89-00_1 W 296.19 f /, o y ! r \ o, <. / 73 162, 3 200 o'4I� STA. 26+13.9''�"r i` a l r \ a�ko r5, 9206 30 0005 ( q $0 ` % FOR RELINQ. TO COUNTY 3882/667 S:320TH ST. __ ._______ ______ _.._-___r_ '„__.-__ _.____.______ ___--- 1 s' .a f ; - +25.6 P.O.T. P mcy M?� FOR RELINQ. TO CO -- ---------- _.,_ 350 \ S .5 8107060253 ; 4 n g '0 STA. 26+13,9 0 7 -, © ____-____,-___ ed ; 7-�2-32'=,„' N $8-20-15 W HWY t R' 8107060253 r ,`t (AUBURN - WESTERLSt THRU PEASLEY CANYON -'------_'� •-------F-.-0 T_-1983+95,.8_$K,$----'--'� - 0. f g$8.24 {P j P.S.H NO. 5 P■S■�. i MO■ 5 f _� , f xti __ + f 18$.25' "-" ___,.•___1 1, 5 68.65 E..,(P.) APPR. 5-10-1932� SHEETS 2 & 3 OF I983+I7,9 BK. 1 � 1984+8$:9 AH.- � z __. ._.______.-.__61 EQU. LW P.O.T. > E _.-- <a r 11 _ _-------- - .--------- FOR I 'S•; STA. 26+13.9 25 2g �----,...:_.„,.____�_a__..,�.., "+,. I301,85 � 1 1984+79.3 AHD. ,5_ r � S H 5,94 01.5 P.O.T. d3204'H / 1 ,r "tr ,,a_..___ w, A' 3$7 � �bx�• i �o RELINQ. T�? COUNTY 8107060253 S 89-19-11'.8--*---.--_.---...._, .. , .__..�. 9 n c `,__-_ „- -- ---- ------- ----- �i 5� �0 -16-31 E � 1299.84 On- �� BFA 10.¢ 1299.84,F. I' N 89-32-08'W,4 462+72 +(:. 750 6 o a,+"__.__.____ ._-______ _.„_____.-_�____ �``-,:�.213.40 TO SEC. COR. E. „•r , ,.rS 88-24-15 8 (P.) 0+00 (AUBURN 'WLY. THRU PEASLEY CANYON-----_._ __.. ;. s� ' (P.s.x. No. s) ;S. 320TN. ST. I� __.__.___<LINE UNDERCROSSING___.�__ �,, / PSi 542�06 + - A. P. ¢ 5 + 114.5 / S. 320TM ST. d Q. ts.x. s) r ' ,n STA- 52+14.9 / a z,.,...,,.._.�„`","'",,",,;,"„ TURNBACK LINE '� APPR. 5-1 -32: SHEETS 2 6 3 OF 6) P.O.T. 1983+17.9 BK. m `��'�2� v7-- '- �-'" 72 + - _.. .....,--.•._.._.__.__._ 1301,8'S ' 2, g' 45 LPN ° _ .. �a`.19 1300 .a..6',..?• / 'mot- / - PIERCE CO. LINE - M R/W MON. STA. 89+33 1984+79.3 AH. 11, / r� _ . k- - {P.S.H NO o ""- -- - - §J- !REVERTED TO COUNTY 6-1 - 9 P.S.N. NO. S APPROVED 10-28-1958 N' a 6.,•,,, 127 33 `* a20TH P.O.T. 38+73.1 / 33 , Ia'33o, I 9� rt+- /M u, i n y 1299r.84 --.-. „-- _ 1 5 ) - 1ti 2 ooe 1$2:50 ram...._, n \ 2 a .._TURN BA 48+90 __.._..._ A.P. 52+14.9 _REV. 9-25 ?7 TR. A 29 24 g S 8 N j' •s N CK LINE FOR RELIN4UISHMENT TO COUNTY ^- - - _ ____�._ __ _ _ + r' <r I .31,.24 oy' ; 8 24 15 E N --------- 8107060253 _ -� FOR RELIN TO COUNTY 81070 o -- - - r - - w Q. S. 32flTH. ST, 120»65 1 �s r �`\ r } a I r -- - - / - - (OLD P,S.H. NO. 5 REVERTED TO CO o �, ([( o o M rn € ar 35... 4 ESMT. FOR I ; ; J N c ✓ - i� =a`; -_ .»__ - --Y-11-59) r a 5 oh ; jF INGRESS & EGUSS, o j / ( .AS- _ -- -- --- - ! u> o N 88 24 15 W / "" - - --- - + }{� N r b f O ty 6 __ O' LO N.B.M. DIV 100 / 0 RD. 94-220 , 0 . - ' 1 i - ,ti 25-.H38L.- - + 41.50, 1D �( M, Vi?L.84-27I2$ , '/ r r Ot31 & Str@etBCape somt s a 1 ;• W`; r r / l Cr' y cv C/iG 3 41520 SF - 1 i ', /<' " x M Qla z 0 30 0010 i I �jlo bs-� N CV ,.. ( iii oticv a I 1`oA `f� w a r r G• ll / / / - I VOW 432 ss �s LOT 1w�s� 00 / LOT A o o N i a r, 88 i50 VAC. 0 98i4t� rotr i r r J VZ�� r r / �y0 Fcl B LOT B M 114.00 I o N 29 i 2_ 4-7-80 w / - sta�■e 6 1 i oa o- o ssaaJ i r , r rn rrf o oho '� 11.5 3 89-21-02 E ; w i I' ; .jFsry64' (` 2A r /' FWLLA t 0 o usn �1 o 1� N 8$-46-54 W 114.51 a; I ;� r� 00-105943-SU 20010319900004 1 N lam"" ' KC SP 881025 8912140336 2 237693# ov ( �$ o N 5.45 AC e� (� AM\ 33 ti� 30 u 123069 SF vw r� 6 , ( r O� 0010LJ�^ 2.83 AC ; J L.3� 52S ✓� , 25 Setback From Slope 385 01 a. a �� ! r - ........... N i i ; 6ro$ f o , en 39.2t3 20 HSB7F r r -20-52 E v m Iig,5 7.1 _ l 688 75 40 Pvt Ace & Util Eamt N p o'er , o 228.80 n qvt> ------ - ...... ._._...- -- .. ° LOT 2 w } M 132.50 w M w' o N 88-46-54 W n w i 3 , 2.01 AC z '- VAC. ORD 48'31 ' i r ; , z ' ./ -.^'_ r - (- ' /"�oi"ti ._ 25 Setback 1 } 3 1 9028 "r a i i ! bn From slope n" 1930704 ' ,,, r r r - , / ;�• , - 1 Nib 4-7-$0 ��. y ,-1 I 't i I Cam•-' i /' .yti 4.43 AC nl 5136/73 j'cn v 052:) - -- -- 132.50 -ti r 123986 sti ; /' rr' j y� LOT D -' N N J N r ; r ; h / .. LOT E Rar W 156.09 5 I 55 to o 2.85 AC N /. u> kaor rarez6 I �M o r j 56 0540 ;p m 3D r 57 900 SF / fJ FWBLA1&100 m 1N S 88-25-35 E i N 88-22-12 W r! l+ 1 n \' h co o �i�' ; xo COUNTY QVlsxrtE� TURN aAGx a N. ; r ��, 0550 ^�ti P / `� .0 m i + UNDER w cis FOR RELINQUISHMENT v r r r i 5$ ; 60 (t } ; yti b H 797820 ; /` 61 f P` `� � N ', iN , `� A.F. 8102180*6 ,n .a. " TO COUNTY UNDER � m m r`(; , /4 - p � hb N A.F. 8102180756 M r v { • f N - LINE-'-'Y l .`� ; s `'\ ; T.• ' l m J ) r M N o -r STATE - PLA --- _, _ T �G ^' O ,Aro.a+ �4 "-' � S 88-25-35 E.-' 191.�5 �. crf r ! �'\ f / �-" - r /. � 1 i p�� h m TvxxBAex IN. r ` r i t(t r G FWBLA 00-104922-SU 20001107900004 , ' , Oft , N mo 120.98 I ✓ ` r VOL. 43 N 88-25-35 W t Igo 27. 112. 4 $f01.3` ¢1� 450.4 + ; , :52 �. ✓'r' .�_ r ...�.y ' -'.'` r is / ___.__ __________ _ ---- xes 33 , 3 ftl �1 PARK, & RIDE SITE r i �r 635 621161 „ 150 = �� ; ;/ r M j '} r SEE MAP IN HWY. BK. , rQ E 3$ q • 91. 6 r ; f �y >/' a 6.75 AC 1 c° 39- k6 ( o SUNDRY' SITE PLANS SHEET'22 x ' <'" a 29379$# M f�_2 f ; v LE 00�0 s 2 804 o_a,, ` 1 y7$+Qo TRACT A - 613.50 so - j� •++ 0 1 a , „� :.- .= r ql'3.r _- -_ �-30 r 2>$ i, f'� . � - ; � , o� � Ohl / .. -' ` '' S _ • .- f . � . r , q,', F _ -' ' ; r. ; , •:: ,. 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UNTIL APPROVED, THESE PLANS ARE: SUBJECT TO REVISION Know what'sbelow. Carr before you dig. NOTES - -- - I. SURVEY AND SITE PLAN PROVIDED BY ESM, 33400 ,e?TH AVE 5, SUITE 205 FEDERAL WAY, WA cib003, (253) 838-6113. 2. 5OURGE DRAWING WAS MODIFIED BY TALA5AEA GON5ULTANT5 FOR VISUAL ENHANGEMENT. 3. THIS PLAN IS AN ATTAGHMENT TO THE GRITIGAL AREAS REPORT AND GONGEPTUAL MITIGATION PLAN PREPARED BY TALA5AEA CONSULTANTS IN SEPTEMBER, 2017. Z O 0 y 0-Z 0(LZ UJuVj'}- UJ ul Z JU OC IU H- O N i O A O Date g-20-2017 Scale AS SHOWN Designed -AO Drawn MV4 Checked JM/AO Approved BS Project # 15726 Sheet # SECTION 16 21, TOWNSHIP 21 N, RANCE 4 E, hl.M. 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SURVEY AND SITE PLAN PROVIDED BY E5M, 33400 8TH AVE 5, SUITE 205 FEDERAL HAY, HA g8003, (253) 838-6113. 2. 5OUR6E DRAWING HAS MODIFIED BY TALA5AEA CONSULTANTS FOR V15UAL ENHANCEMENT. 3. THI5 PLAN 15 AN ATTACHMENT TO THE CRITICAL AREAS REPORT AND CONCEPTUAL MITIGATION PLAN PREPARED BY TALA5AEA CONSULTANTS IN SEPTEMBER, 2017. bil 0 Wc� 0 �y o� ro O •P4 N oW U�wzW b� a O x" m V U c. ii co 0� O ON m a U Z J a z O J � Yp w z��-� z uz�� NOz� W~j� W � V Z J dtDJ� 0Z z �WW �nul p vw�Du �KIIIIII 0 i � O A � 3 z0 i) O CQ o v U] a v Date q-20-2017 Scale _A5 5HOHN Designed AO Cq Cq Drawn MH 6 Checked JM/AO Approved B5 Project #_ 1572G 0 d x a Sheet # A1.2N © Copyright — Talasaea Consultants, INC. SECTION 1(0 $ 21, TONNSHIF 21 N, R ANCE 4 E, W.M. GB-2 ... ,;2; r i t, `` / , ` FG-5� " " . 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NETLAND El 1-75 5F / FF-2 WETLAND GO ° � f — ~' ' FF-I - - " , _. !; /� / /- // � .� � FF i � 3,458 SF ♦ •�.� BA-2l r . . " v ." 5 """.... ". EI-3 WE�TTLArND /' F IFF-Sl`rl/FF- / ; BA-3�� -" u � 4/ / / r ! EI-4� EI-21 BS— I ORTT f - ® ' ' \ / WETLAND E3B / BA-4 - BA. / r EI-1 / 2,683 5F a a ,'--�� 2,GG2 5F /, a° " B �•". •�•� .' / WETLAND EJ b # ' — ! �.• "'= : t I: . t— BA-5 Q/ 231 5F '� ;t � WETLAND BAD-2 BB �`,, Aq:'• ®Oe ' ® - - - ' BA-45 48� /* t b d � / TO 5F EJ- 1 Qom. 4 — ,r BAe 47 17 /, • , • �� - EJ- Z NET A;NO EK ` EK- J-45 �'� �� R �` ,` --_- - `�"�' ` I-7q 5F EK-4 _ 3 BB-4 11 ✓ . ' -�' ` — E� / EK-3 EL -I -`h i� BS-4 , b `` ys `l f `� 'pB-5 r r / EK-2 . •rEL-1-0 / `, �r Q r !�B ` EK-EM-3 -aa / / B 3 �q S-�f ` ; d _ rf r/# WETLA<ND PK EL 8 / 1 BE 2 " �BS-a (,350 SF I „� `� •� s 'i3D-b • " . � EM-I EM-5 --. � / � - � : , • Ir • �•BS—�f / � t , ' � - _ •� S �� - 4� t tt `b f .. S w' • `� "!� _ ' 1 '1� "— — + ' 1. BG-I /3G-2`-� TLAtND EM — — _ TLAtND EL ° a - G BB -I{ 306 5F 3 72 SF b -2 _ WETLAND D I �� / /? / f i WETLAN N 21,554 5F 8x a s: ! /i/ �BG-4 h B—NO` H - ` 3,3Ti 5F /UE-5 DE-11 DE-12 WETLArND DE DE-3 � / DBE-2 DE-{O,yDE-�i3 81 SF b e r tun) ' BD-2 DE-,I:� . -� `DE-14 1 EX15TINO J �. / -,: / DE-51 " "D � - ' DE -IS a ` ` y ` h 1 4 P�4RK I NG / BD-3 I a 1 / 2 D1=-a0 . ' . ' E-?2 DE-Ib i a '` DE D a I C1 0 AREAS r / / s - .J ram:. — 6B-I� _2-f ' 2 DE-18 /, ' i i i d ! d r r ! r r r . r / BPf-4 '3 ° L J, y� GB-12 DE T f' y DE-26 / s > > > r r ! t f ; 1 / /• o • J . GB-8� 6B-a DE 7�1�-� " -31 •:P , / ° .' I d �5 �� BI-II 0 ' GB-10 " DE-2oi / ° , / > r - ! I • a ` t ` DE-33 DC--6 r' D-b r • i-5 I -I _� , BI I , •` DE -?4 D -t3 • E_3g WETLAND i ,. / Dom►'!• - $ •'I"�B _ i — DE-,24• �.++y. �, tt DE 3�i� -5 �L / . �. J� S• / > °E-ba • .r�>==3x D - '� �B- - -41 - 1. rQ E3D NORTH BD-ai" "� :�! j DE 10 " D 4 " D 2 % p _ _ _ _ _ vl i 16,160 5F BD-q �- _ - 1 �>=-6-i�C• " "y,DE-��DDDD4 WETLAND 00 s _ � � ju � - - -Bo�►3 '� � " DE-66 - DE-65 " • . `� D �45 _ DH-2 + ,' / / BD-i I �, . , 4* . . . !'00,DE- DH� DI-4 1,103 SF • , e UTILITY / // BD-12AL 4q PH-' EASEMENT "-" .=• • ��O .�Arm �' � rr : / � � - /' . . � .. \ � � i ° ' \� 5 " tE- 2 -D0-2 ` T.. r r ' r / �BD Ie f DE Do -It 22� SF \ / BD-1a� .:.,�. . . - E AND DK 54 DK-b D _ '� "� / . ' . ` r " . ` . . . "S. W L IDK-2 Di:- AD-1-10D-` ; / / ��'..J BD-20.9"•�•/• ` i 6,332 5F aic ��j�D�1-n fl I f / / % ��-- - 1 1�.J-F3��DJ- p _ ETL� D r . i f' BD-21 A[: /D DM -I LrfiN "• D�114 i -11 5F '' r� d° ,' �` r; /> // // doh'' / :• � DM-2 -a y BD-22,�t. r �` BD-2Q p WETLAND A V � Dx-5 LL-b � 3 BD-2 - . DN-4 DN-2 � `e j/. /r. �fi ;''! <f >' i' /' 4 ,� rd ,!r tt �' <�' �/ /,, � / BD 30,�,�BD 28 4 LBD �3` ` �• ":r G ' 12 32 5F _ '� / 1 ,3 ` AZ-Q -8 r ® /` I ST ' ` f ! r a! 1t ' _ / BD-32•,�• I.�r " .'� � 8 1;25 • . AZ-7 I , /,,.� /� , ' r ` r r ' t 1t s r J / BD-33 Bp 2�` " BD-26 - r " . ' . ` . ` . ll AY-2 AY-bAZ-IC {� ` o �V I �� I V 6 r r °:f ' ' ! t �' r ' it r , / z �" NORTH - Y 13 AZ-12 AZ-5 t! > /{ /> r' f/, , ! ` �' ,' ,� /° �, / / / BD ` - '/ Y / AY-5 AZZ--II: "AZ y AZ-4 1 o a a r �!' , ,! ° / i , , / J / / "/ - .: LADE AY-4 �Y';lf-I• I ! r / / '' . ` . ! �-9 Y-2 D � `A, t r - BD-35 ' g` AV --I A�C4 / // 1 BD-36 ® . +� / 'a`AV=I2., Y- A -I'7` ` � ` � � ® � � t � , BD-3i .... _ _ _ _ - MATGHL I NE TO N1.2 b EX I STI NIS GONi7 I TI ONS PLAN C RANI` H I G SG,ALE NORTH ( IN FEET) FLAN LE(SEND 0 C\2 � PROPERTY LINE 0 50 100 200 SCALE: I"=100'` •`.`"` •- EXI5TING WETLAND -- — WETLAND BUFFER -STANDARD • • • �— • • STREAM GENTERLINE - _ STREAM BUFFER - STANDARD -- — 200' SHORELINE MANAGEMENT ZONE — —- - DITCH GENTERLINE EXI5TING GONTOUR (2') NOTES 1. SURVEY AND 51TE PLAN PROVIDED BY E5M, 33400 5TH AVE 5, 5U I TE 205 FEDERAL WAY, WA 98003, (253) &38-6113. 2. SOURCE DRAWING WAS MODIFIED BY TALA5AEA CONSULTANTS FOR V150AL AA-# WETLAND FLAG LOCATION ENHANCEMENT. 3. THIS PLAN IS AN ATTACHMENT TO THE CRITICAL •TP-# SOIL TEST PLOT LOCATION AREAS REPORT AND CONCEPTUAL MITIGATION PLAN PREPARED BY TALA5AEA CONSULTANTS MANAGED FOREST BUFFER IN SEPTEMBER, 2011. EXISTING TREE CANOPY ' Know what's below. III before you d1j. > Xillll r O t � O A O z 0 O o v m � v Date a-20-201-1 Scale AS SHOWN Designed -AO Drawn MH Checked _IM/AO Approved B5 Project # 15-72G Sheet # a b 0 CQ 0 Copyright — Talasaea Consultants, INC 5EOTION 16 4 21, TOM5HIF 21 N, RANCE 4 E, Pq.M. VICINITY MAP I r r errnn r v1 JW lot, SITE OVERVIEA PLAN C RAPH I O 5OALF NORTH IN FEET) FLAN L.r=6r=NV O 100 200 400 — — PROPERTY L I NE • .� � r SCALE: I"=200' PROJEGT LIMITS 1 o' •'' !!� a newt ♦ w.• �e a rr.•.�►,•I — '• EXISTING WETLAND �j — — — — — — — — — WETLAND BUFFER - STANDARD ..... • • • STREAM GENTERL I NE STREAM BUFFER - STANDARD 200' SHORELINE MANAGEMENT ZONE — �- — — DITCH GENTERLINE EXISTING CONTOUR (29 EXISTING TREE GANOPY FROJEOT SITE SOURCE: COO OLE MAPS; HWH.MAP5.000GLE.GOM (ACCESSED 2/I5/201(g) NORTH CONTACTS APPLIGANT/PROPERTY OWNER NAME: FEDERAL HAY CAMPUS, LLG ADDRESS: 11100 SANTA MONICA BOULEVARD, SUITE &50 LOS ANGELES, CALIFORNIA G0025 PHONE: (562) &03-4-761 CONTACT: TOM ME55MER ARCHITECT NAME: GRAFT ARCHITECTS ADDRESS: 2505 THIRD AVENUE, SUITE 324 SEATTLE, HA 98121 PHONE: (20(b) -720--7001 SURVEYOR/ENGINEER NAME: ESM, GONSULTING ENGINEERS ADDRESS: 33400 &TH AVE S, SUITE 205 FEDERAL HAY, HA 98003 PHONE: (253) 838-6113 CONTACT: ERIC LABRIE, A.I.G.P. ENVIRONMENTAL GON5ULTANT NAME: TALASAEA CONSULTANTS, ING. ADDRESS: 15020 BEAR GREEK RD. NE HOODINVILLE, HA 980rt1 PHONE: (425) 8(91-1550 CONTACT: JENNIFER MARRIOTT, PHS SENIOR EGOLOO15T ANN OLSEN, RLA SENIOR PROJECT MANAGER 1► mfQ N 1.0 loll .I W 1.2 k11.3 NIA N2.0 kg2.1 N2.2 THESE PLANS HAVE BEEN SUBMITTED TO THE APPROPRIATE AGENCIES FOR REVIEW AND APPROVAL. UNTIL APPROVED, THESE PLANS ARE: SUBJECT TO REVISION Know what's below. Call before you dig. SHEET TITLE SITE OVERVIEW PLAN EXISTING CONDITIONS PLAN EXISTING CONDITIONS PLAN PROPOSED SITE PLAN, IMPACTS AND MITIGATION OVERVIEW PLAN PROPOSED SITE PLAN, IMPACTS AND MITIGATION OVERVIEW PLAN CONCEPTUAL GRADING PLAN 4 DETAILS GONGEPTUAL PLANT COMMUNITY PLAN CONCEPTUAL PLANT COMMUNITY PLAN NOTES I. SURVEY AND SITE PLAN PROVIDED BY ESM, 33400 6TH AVE 5, SUITE 205 FEDERAL HAY, HA a8003, (253) 838-6113. 2. SOURCE PRAWN& HAS MODIFIED BY TALA5AEA CONSULTANTS FOR VISUAL ENHANCEMENT. 3. THIS PLAN IS AN ATTACHMENT TO THE CRITICAL AREAS REPORT AND CONCEPTUAL MITIGATION PLAN PREPARED BY TALASAEA CONSULTANTS IN SEPTEMBER, 201-7. z J.0 O V .4 m � v Date a-20-2017 Scale AS 51 OHN Designed AO Drawn 1" IH Checked _IM/AO Approved E35 Project # 1512G Sheet # © Copyright — Talasaea Consultants, INC. MATGHL I NE TO K .5 ;13,041 SF Al A � � c `• WETLAND e� 1 71, WETLAND 8R, 2�211 SF WETLAND KM i 1, 14 SF ETLAND `. <L WETLAND K 1 ; / 42 F 58> 5F ' ' r - "- �' WE LAND KJ !` WETLAND AJ 1 i 3-7 5F 51 5F WETLXNP--kK WETLAND AL 13 5F h 1,0-72 5F ; ♦J c. WETLAND KE HETLAND KD • `'�� •� � WETLAND AO1-7cf 5F �- . 1• R WETLAND KG ,'1 !`•. I♦ 314 SF .:� %1 �� cX ii, WETLAND •® B5 SOUTH IG2 5F WETLAND AR 1 _ • � 26 SF WETLAND AS �—� -� ♦ �� i 295 SF / ♦� �` , WETLAND KN �l r 67a 5F WETLAND KB 15 SF _ HETLAND KT WETLY D KA _ � � N� 239 5F (,038 5F WETLAND AM /, r� ;' _ 1 I IQ 5F / ' /: / .1 WETLAND KU 55 5F i� 400 WETLAND KV•'� _� STREAM AG - 75F --- p � ----- ao ♦—� _ 1W------------ WETLAND KW +- 765 SF ` t / I � �r � 39C 5ECTION 16 4 21, TOkiN5HIF 21 N, R4NCE 4 E, W.M. PROPOSED SITE FLAN, IMPACTS 4 MI T16ATI ON OVEW I =A PLAN A; WETLAND I O RAPH 10 50ALE NORM-+ ' 2,625 SF IN FEET) 1 360 '1 ` WFLAN LEISEND s � O 50 100 200 —PROPERTY LINE SCALE: i"=100' �GLEARING AND GRADINGLIMIT5 (PER CIVIL PLAN) f- ! ` • •al EXISTING WETLAND /, , •.1 '� —POST GON5TRUGTION CRITICAL AREAS BUFFER ®„ • —�— • • STREAM CENTERLINE `♦ ,�•O. / 200' SHORELINE MANAGEMENT ZONE DITCH GENTERLINE EX15TINO CONTOUR (29 PROPOSED CONTOUR (29 i WETLAND SK 121 5F , , 17, IMPACTS Lr= SNP WETLAND I MPACT5 LEC END DIRECT WETLAND IMPACTS WETLAND AE WETLAND AG WETLAND AH WETLAND B5-NORTH WETLAND GG WETLAND DE WETLAND El WETLAND EJ HETLAND EK WETLAND EL WETLAND EM WETLAND FD WETLAND FE IAP-rl &NIA =1= TOTAL DIRECT WETLAND I MPAGTS: —]I NADEOUATELY BUFFERED WETLAND WETLAND AG WETLAND AV WETLAND DE W TI AMn r�-YJ/')VTU TOTAL DIRECT WETLAND IMPACTS: BUFFER IMPACTS LEC END TEMPORARY CONSTRUCTION 35,68ci 5F IMPACTS (0.,02 Ac) (INGLUDE5 EXISTING MAINTENANCE ROAD) Know what's below. Call before you dig. NORTH LARGE WETLAND BE 231 5F WETLAND CREATION 36,023 5F WETLAND ENHANCEMENT 2,020 SF WETLAND BUFFER CREATION aaj&a 5F WETLAND/STREAM BUFFER 35,6aa 5F RESTORATI ON (INGLUDE5 EXI5TINO MAINTENANCE ROAD) M,O I. SURVEY AND SITE PLAN PROVIDED BY E5M, 33400 aTH AVE 5, SUITE 205 FEDERAL HAY, HA 95003, (253) a35-6113. 2. SOURCE DRAWING HAS MODIFIED BY TALA5AEA GON5ULTANT5 FOR VISUAL ENHANCEMENT. 3. THIS PLAN IS AN ATTACHMENT TO THE CRITICAL AREAS REPORT AND CONCEPTUAL MITIGATION PLAN PREPARED BY TALASAEA GON5ULTANT5 I N SEPTEMBER, 2017. lu } 0 0 ,n V Y 0— Z o VJ Ulu]lu ?- OC UJI �AZ_� JU O UJ VLIL 9. Z i o v Date q-20-2017 Scale AS 5HOHN Designed AO Drawn MH Checked JM/AO Approved E35 Project # 1572G Sheet # NIA © Copyright — Talasaea Consultants, INC. - SECT I ON I G � 21, TOV�lNSH I P 21 N, R,4NC � 4 �, hl.M. ♦ l i/ / L If /s s s / � / i� � ! ®�,,, ...- '' ____ — I � ,-- r O � -/ / / � /pp •� � / / / r%/.ems s s s � I I s s s s s \ ®` 5TORMHATER DETENTION POND #I s s s s s / (See E5M Civil Plans)' s s / (D /41 s s s s s 1 I 1 _ / X— x— X_ X__-_ I i / /x / / / ! rLL - s r +/ �+ 1 , / / I r406 \ / /- x x x___.— X— x---- xJ X + 400 I ,I x Z _ � 404 x X I .� a� _x.� 3q8 I + 402 r ` + 9be/ o • r x I x OTER, SET GLU5TER, + THE MITIGATION GRADING CONCEPT INCLUDES AN AREA m m 3a�0 �/ EAST OF THE REQUIRED HETLAND CREATION AREA TO LOG LEVEL; TO /// + DEMONSTRATE THAT THE HYDROLOGIG CONNECTION BETHEN EL = 3a8.0 / % ( // THE REQUIRED WETLAND CREATION AREA AND HETLAND BD TO THE SOUTH. THIS ADDITIONAL MITIGATION AREAS HILL BE PART OF A FUTURE MITIGATION PROJECT FOR GREENLINE } ! f /A, // WAREHOUSE A FOR GORPS-REQUIRED MITIGATION. ROOTWAD 1 ' +\ • �°� �-Co n // x . GLU5TER; 5ET KEY + m m LOG LEVEL; TOP X EL = 3a53 i FILTER FABRIC SHALL BE STAPLED TO POSTS; OVERLAP BY 6' AT ALL JOINT5 INSTALL 2"x2" 14 GA. HIRE MESH OR EQUIVALENT FOR REINFORCEMENT IF STANDARD I I I STRENGTH FABRIC USED I I I FILTER FABRIC; KEY INTO TRENCH W/ NATIVE 501L 6" DEEP MIN. _ cv 31 - I II. �_ i II IF�I k=11=1IIIiII S\ Z - F - - - - - - -- L1 Ll MINIMUM 6"x6" TRENCH N 60.0. MIN. \�� BAGKFILL TRENCH WITH NOTE: POST 5PAGIN6NATIVE 501L MAY BE INCREASED TOO.G. IF WIRE BAGKING 12"x4" HOOD P05T5, STEEL USED FENCE POSTS, REBAR, OR EQUIVALENT ELEVATION GR055 5EGTION SHALLOW NE5T BOX NOTES: ` a + kt�•!,lxf''�' /+ y + x / I. SNAG SHALL HAVE A MINIMUM OF EIGHT BRANCHES EVENLY DISTRIBUTED RMUUM RII K. 2. MINAL DEPTH OF 25% OF _ A? / ' TOTAL SNAG LENGTH. \I /� ! / /'' % / 1 ® 3. SNAG TO BE I N5TALLED A5 NEAR TO ~ + + p \ I ( VERTICAL AS POSSIBLE. 1 Q 4. BAGKFILL AROUND 5NA6 BA5E SHALL d BE COMPACTED TO A MIN. OF qO% OF THE SOIL'S MAX. DRY OE115ITY PER 5. ATTACH ONE SWALLOW NEST BOX TO CEDAR OR FIR SNAG, EACH 5NA6 APPROXIMATELY 15 FEE f 24" MIN. WIDTH AT ABOVE GROUND WITH OPENING FAGING �.. .....►'► ! / �I / ' , GROUND LEVEL I SOUTH. 6. SEE SPECIFICATIONS FOR SUPPLIERS OF / SHALLOW NEST BOXES. II FINISHED GRADE GONG rl U^L C7K^L*;INC 7 ..^N C7R^i71NC "=W= LoI 5 RAPH I G 50ALE NORTH'' =III I I i I I I-1 I I, I' ( IN FEET) CREATED WETLAND (f 1I I / 111=1 COM AAG_ �V BAGKFILL, SEE —POST GON5TRUGTION BUFFER _I 111 I I 1 w 6 0 15 30 0 _ SCALE: I "=30' X x GLEARING LIMITS / SILT FENCE - SEE DETAIL 1 0 PLAN LP 67ENC) PROPERTY 's s� EXISTING WETLAND EXISTING CONTOUR 100-- PROPOSED CONTOUR ry -I � I —I Itltt� 100 PROPOSED CONTOUR 12„ I-1 h 1= I 24• 2 j SNAG WITH NEST BOX - SEE DETAIL p 3 NATIVE 5U136RADE 12 Y ROOTHAD CLUSTER - SEE DETAIL p 1 1/4" CRUSHED ROCK WOODY DEBRIS: DOWN LOGS 4 ROOT WADS STUMP r2"4 SN 6 !N I TH NE�BTBOX IVE TA I l SCALE: NTS KEY LOG (NO ROOTS); SET LEVEL AT ELEVATION SHOWN ON PLAN — Y � G COMPACTED NATIVE 501L SILT FENCE MAINTENANCE 5TANDARD5: I. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY. 2. IF CONCENTRATED FLOH5 ARE EVIDENT UPSLOPE OF THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT POND. 3. CONTRACTOR SHALL CHECK THE UPSLOPE 51DE OF THE FENCE FOR 516N5 OF GLOG6ING AND SUBSEQUENT CHANNELIZATION OF FLOW5 PARALLEL TO THE FENCE. IF THI5 OCCURS, REPLACE THE FENCE AND/OR REMOVE THE TRAPPED SEDIMENT. 4. SEDIMENT SHALL BE REMOVED WHEN ACCUMULATION EXCEEDS 6" IN DEPTH. LOG WITH ROOTHAD (TYP) 1 HATER LEVEL FLOW 5EGTION A z 0 W 11' lr { Lk N, 2BERM KEY LOG (NO ROOTS); SET LEVEL AT ,y oe ELEVATION SHORN ON PLAN .� 40 SEAL LOC/SOIL INTERFACE OF ALL LOOS WITH BENTONITE CLAY ®' JUTE EROSION CONTROL NETTING (TYP.) 2BERM LOG WITH ROOTHAD (TYP.) ROOTHAD GLU5TER INSTALLATION NOTES: 1. ROOTHAD GLU5TER5 SHALL BE INSTALLED WHERE SHOWN ON GRADING PLAN. 2. GONFIOURATION OF ROOTHAD CLUSTER SHOWN IN THIS DETAIL IS CONCEPTUAL; TALASAEA SHALL WORK WITH CONTRACTOR IN THE FIELD TO DETERMINE FINAL GONFIGURATION OF KEY LOG AND ROOTHAD LOGS. 3. PACK BENTONI TE AROUND LOG/501L INTERFACE OF ALL LOGS TO PREVENT SEEPAGE AND EROSION AROUND LOGS. 4. SECURE EACH KEY LOG WITH THO (2) 6-FOOT LENGTHS OF J" REBAR DRIVEN THROUGH ENDS OF LOG INTO 5UBGRADE APPROX. 12" FROM ENDS OF LOG. 5. 5TABLILIZE BERM SLOPES ADJACENT TO ROOTHAD CLUSTERS WITH JUTE EROSION CONTROL NETTING AND MULCH. 6. MINIMUM LOG LENGTH: 12 FEET (NOT INGLUDING ROOTS) MINIMUM LOG DIAMETER: 15 INCHES LOG SPEGIE5: HE5TERN RED CEDAR NOT FOR CONSTRUCTION THESE PLANS HAVE BEEN SUBMITTED TO THE APPROPRIATE AGENGIE5 FOR REVIEW AND APPROVAL. UNTIL APPROVED, THESE PLANS ARE: SUBJECT TO REVISION Know what's below. Call before you dig. NOTE ------ -- I. SURVEY AND SITE PLAN PROVIDED BY E5M, 33400 PATH AVE 5, SUITE 205 FEDERAL HAY, HA 98003, (253) 835-6113. 2. SOURCE PRAWING HAS MODIFIED BY TALASAEA CONSULTANTS FOR VISUAL ENHANCEMENT. 3. THIS PLAN 15 AN ATTACHMENT TO THE CRITICAL AREAS REPORT AND CONCEPTUAL MITIGATION PLAN PREPARED BY TALASAEA CONSULTANTS IN SEPTEMBER, 201-7. z J Z O d �N �w 0 '-ZY p Z�az vo�� ZWlu a 0 z W OZ_ O ., a v a Date �i-20-2017 Scale A5 SHOHN Designed AO Drawn MH a Checked _IM/AO Approved BS Project # 15-12G 0 z 6 x a i N Sheet # ©Copyright - Talasaea Consultants, INC. SECTION 16 4 21, TOWN5HIF 21 N, RANGE 4 E, W.M. / �, /� rW • •4� • s�0 W W ` W W ` trip` �' W W W W •s �•`` i/" • W W W W W W W W/ �'��, `,� W W �•�lW W W Y ��I •' V— W W W W W W W W W W r I W W W / • i, W W W W W W W W / W W W •Y W W W de •/W W W W W W • � •' /. � W W W A 'ie.. ,.a...., ..-....,._.an.............«_. i.0 •' 1 W W W W�• W / W W W W •`• / W W W W W •S� W W W W /• VI a0000—� ' C • W W W i ^ • ` ` .00o /• W `• W W W W �,D � �Y •` • W W W W W W W / •` W LL X. 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PLANT COMMUN 1 TY PLAN 5RAPH I G SCALE NORTH ( IN FEET) 0 25 50 100 SCALE: I "=50' FLAN LES r=Ni;� PROPERTY LINE IEXISTING WETLAND _ • _� _ POST CONSTRUCTION CRITICAL AREAS BUFFER STREAM AG YI ENPORT 2 t I . � � I Q YI ENPORT o O fto LrJ � s t Y I EAPORT 2 / I � 1 � PLANT COMMUNITIES KrzY SCALE: I"=500' NORTH PLANT COMMUNITIES LEC EN " ENHANCED UND 15TURBED BUFFER TREE-5 SCIENTIFIC NAME COMMON NAME AGER GIRGINATUM VINE MAPLE GORNUS NUTTALLII PACIFIC DOGWOOD GORYLU5 CORNUTA NESTERN HAZELNUT 5HRUB5 5GIENTIFIG NAME COMMON NAME AMELANGHIER ALNIFOLIA 5ERVIGEBERRY OEMLERIA GERA51FORM15 INDIAN PLUM 5AMBUGUS RAGEMOSA RED ELDERBERRY FORESTED BUFFER TREES SCIENTIFIC NAME COMMON NAME AGER GIRCINATUM VINE MAPLE AGER MAGROPHYLLUM BIG LEAF MAPLE BETULA PAPYRIFERA PAPER BIRCH GORNU5 NUTTALLI I PACIFIC DOGWOOD GORYLU5 GORNUTA WESTERN HAZELNUT P5EUDOT5UGA MENZIE511 DOUGLA5 FIR 5ORBU5 51 TGHEN515 51 TKA MOUNTAIN ASH THUJA PLIGATA WESTERN RED CEDAR T5UGA HETEROPHYLLA WESTERN HEMLOCK SHRUBS 5GIENTIFIG NAME COMMON NAME AMELANGHIER ALNIFOLIA 5ERVIGEBERRY GAULTHERIA 5HALLON 5ALAL HOLODISGUS DISCOLOR OGEANSPRAY MAHONIA AOUIFOLIUM TALL OREGONORAPE OEMLERIA GERA5IFORMIS INDIAN PLUM POLYSTI GHUM MUN I TUM SWORD FERN RIBE5 SANGUINEUM RED CURRANT RUBU5 PARVIFLORU5 THIMBLEBERRY 5AMB0005 RAGEM05A RED ELDERBERRY SYMPHORIGARPO5 ALBU5 COMMON 5NOHBERRY T-IE5E PLANS HAVE BEEN SUBMITTED TO THE APPROPRIATE AGENGIE5 FOR REVIEH AND APPROVAL. UNTIL APPROVED, T4E5E PLANS ARE: SUBJECT TO REVISION Know what's below. Call before you dig. NOTES I. SURVEY AND SITE PLAN PROVIDED BY E5M, 35400 8TH AVE 5, 5UITE 205 FEDERAL HAY, HA g8003, (253) &38-6113. 2. SOURCE DRAWING HAS MODIFIED BY TALA5AEA CONSULTANTS FOR VISUAL ENHANCEMENT. 3. THI5 PLAN 15 AN ATTACHMENT TO THE CRITICAL AREAS REPORT AND CONCEPTUAL MITIGATION PLAN PREPARED BY TALA5AEA CONSULTANTS IN SEPTEMBER, 2017. Z J Z 0 H t—Z J � z�aZ uv0) z� w 0 WW �ZfJ �olu z � O LU 0. Date g-20-2017 Scale AS SHORN Designed AO Drawn MN Checked _IM/AO Approved 55 Project # 1572G Sheet # ©Copyright — Talasaea Consultants, INC. 5EGT1ON 16 4 21, TOM5HIP 21 N, RANGE 4 E, N.M. b 0 r` 0 a CQ r- i a a Ln CQ I- LO a H / LO i 0 0 z x A N �ONCEPTUA�L PLANT GOMMUN I TY G RAPH I G 50ALE NORTH ( IN FEET) O 25 50 100 SGALE: I"=50' PLAN LE6ENP —PROPERTY LINE EXISTING WETLAND POST GON5TRUGTION CRITICAL AREAS BUFFER PLANT _COMMUNITIES LE6EN0 ENHANCED UNDISTURBED BUFFER TREE5 SCIENTIFIC NAME COMMON NAME AGER CIRGINATUM VINE MAPLE GORNUS NUTTALLII PACIFIC DOGWOOD CORYLU5 GORNUTA WESTERN HAZELNUT 5HRUB5 SCIENTIFIC, NAME COMMON NAME AMELANGHIER ALNIFOLIA SERVIGEBERRY OEMLERIA GERA5IFORMI5 INDIAN PLUM 5AMBUCU5 RAGEM05A RED ELDERBERRY FORE5TED SUFFER TREE5 SCIENTIFIC NAME COMMON NAME AGER GIRGINATUM VINE MAPLE AGER MAGROPHYLLUM BIG LEAF MAPLE BETULA PAPYRIFERA PAPER BIRCH GORNU5 NUTTALLII PACIFIC DOGWOOD GORYLUS GORNUTA WESTERN HAZELNUT PSEUDOTSUGA MENZIE511 DOUGLAS FIR SORBU5 5ITGHENS15 51TKA MOUNTAIN ASH THUJA PL I GATA WESTERN RED CEDAR T5U6A HETEROPHYLLA WESTERN HEMLOCK 5HRUB5 SCIENTIFIC NAME COMMON NAME AMELANGHIER ALNIFOLIA SERVIGEBERRY GAULTHERIA SHALLON 5ALAL HOLODI SGU5 D15GOLOR OGEAN5PRAY MAHONIA AGUIFOLIUM TALL OREGON6RAPE OEMLERIA GERASIFORMIS INDIAN PLUM POLY5TIGHUM MUNITUM SWORD FERN RIBE5 SANGUINEUM RED CURRANT RUBU5 PARVIFLORU5 THIMBLEBERRY 5AMBUGU5 RAGEM05A RED ELDERBERRY 5YMPHORIGARP05 ALBUS GOMMON 5NOWBERRY FORE5TED/50RU8-5HRU8 WETLAND TREE5 SCIENTIFIC NAME COMMON NAME MALU5 FU5GA WESTERN GRABAPPLE FRAXINU5 LATIFOLIA OREGON ASH PI GEA 51 TCHEN515 SITKA SPRUCE RHAMNUS PURSHIANA CASCARA SALIX LASIANDRA PACIFIC WILLOW* THUJA PLIGATA WESTERN RED CEDAR 5HRUB5 SCIENTIFIC NAME _ COMMON NAME GORNUS ALBA RED -OSIER DOGWOOD CRATAEGUS DOUOLA511 BLACK HAWTHORN LONIGERA INVOLUGRATA BLACK THIN -BERRY PHYSOGARPUS GAPITATU5 PACIFIC NINEBARK R05A NUTKANA NOOTKA ROSE R05A PI5OGARPA CLUSTERED WILD ROSE RUBUS 5PEGTABILI5 5ALMONBERRY SALIX SGOULERIANA 5000LER WILLOW SALIX SITGHENSIS SITKA WILLOW * TO BE INSTALLED AS GUTTING5 EMERGENT NFTLAND SCIENTIFIC NAME COMMON NAME ALOPECURUS GENIGULATU5 WATER FOXTAIL GAREX OBNUPTA SLOUGH 5EDGE ELEOGHAR15 PALU5TRI5 COMMON SPIKERU5H DAGGER -LAVED JUNGU5 EN5IFOLIU5 RUSH 5GIRPU5 GYPERINU5 WOOL GRA`a5 5GIR'U5 MIGROGARPU5 SMALL -FRUITED BULRUSH 5PARGANIUM EURYGARPUM BROAD -FRUITED BURREED SET TREE STRAIGHT AND PLACE ROOTBALL ON SOLID GROUND OR ON COMPACTED BAGKFILL. BAGKFILL PLANTING HOLE 1/2 FULL WITH NATIVE SOIL AND TAMP 501L TO STABILIZE ROOTBALL. GUT AHAY HIRE, STRING, AND BURLAP AND BAGKFILL REMAINING PLANTING HOLE. AMEND BAGKFILL AS NOTED IN THE PLANTING 5PECIFIGATION5 AND/OR INSTALLATION NOTES. I STAKE PER TREE LOCATED OUTSIDE OF ROOTBALL. FASTEN H/ GHAINLOCK TIES. LOOP EACH TIE AROUND TREE LOOSELY TO PROVIDE I" SLACK FOR TRUNK 6ROHTH. STAKE HEIGHT MUST BE AT LEAST 4' ABOVE FINISHED GRADE. MULCH TREE WITH MULCH RING 3" DEEP x 3' DIA. TO WITHIN 3" OF THE TRUNK - DO NOT MOUND MULCH AGAINST TRUNK FORM TEMPORARY 5" HIGH 501L DAM AROUND TREE TO HOLD HATER. r— FINISHED 6RADE EXCAVATE HOLE 2 TIMES HIDER THAN ROOTBALL.50ARIFY SIDES OF PLANTING — — I I —III —III —III HOLE. MAKE SURE HOLE i —ITTT� —� -1 I I=) { I —` I—) —I I i—I ! I— III- HAS GOOD DRAINAGE. 2 TIMES ROOTBALL DIA. �3145 TREE PLANT I N6 C�ETA I L . NTS MULCH 3" DE DIA. RING FOR d 3' DIA. FOR DO NOT PILE AGAIN5 2 TIME-5 ROOTBALL DIAMETER GONTA�IN�r=R�STOG�< ff 2 N.T.S. USE A 24" STEEL BAR OR MARLIN /— SPIKE AT LEAST )�" DIA. AS A PILOT WHEN PLANTING CUTTINGS IN DENSE OR GRAVELY SOILS. INSERT SPI TO A MIN. OF W'. INSERT CUTTIN AND TAMP SOIL AROUND BA5E. INSERT GUTTIN05 MANUALLY INTO PILOT HOLE TO A DEPTH OF AT LEAST W'. LEAVE A =-77MIN. OF 50" OF GUTTING l I I I I I I r ABOVE GROUND SURFACE TO ' ALLOW FOR SUGGE55FUL SPROUTING OF LEAVES. 3 GU N.T.S. 5ENERAL PLANT INSTALLATION NOTES I. PLANT TREES AND/OR SHRUBS I" HIGHER THAN DEPTH GROWN AT NURSERY. 2. FOR CONTAINER TREES AND/OR SHRUBS, SCORE FOUR 51DE5 OF ROOTBALL PRIOR TO PLANTING. BUTTERFLY ROOTBALL IF ROOT GIRGLING IS EVIDENT. 3. STAKE DECIDUOUS AND EVERGREEN TREES 4 FEET AND OVER IN HEIGHT WITH ONE (1) STAKE PER TREE. STAKE TREES IMMEDIATELY AFTER PLANTING. PLACE STAKE AT THE OUTER EDGE OF THE ROOTS OR ROOTBALL, IN LINE WITH THE PREVAILING WIND. STAKES SHALL BE LOOSELY ATTACHED USING GHAIN-LOGK TREE TIES TO ALLOW FOR SOME TRUNK MOVEMENT. 4. TREE STAKES TO BE VERTICAL, PARALLEL, EVEN -TOPPED, UNSGARRED AND DRIVEN INTO UNDISTURBED 5UBGRADE. REMOVE AFTER ONE YEAR. 5. WATER PLANTS IMMEDIATELY UPON PLANTING, THEN PROVIDE MANUAL WATERING OR A TEMPORARY IRRIGATION SYSTEM (IF SPECIFIED IN THE PLANTING 5PEGIFIGATIONS) TO PREVENT PLANT MORTALITY AND ENSURE PROPER PLANT ESTABLISHMENT. PLANTS SHALL REGEIVE A MINIMUM OF APPROXIMATELY ONE INCH OF WATER EVERY WEEK DURING THE DRY SEASON (GENERALLY JUNE 15TH - OCTOBER 15TH, OR EARLIER OR LATER IF GONDITIONS WARRANT) FOR THE FIRST SEASON AFTER PLANTING. IRRIGATION AMOUNTS MAY NEED TO BE INCREASED DURING PROLONGED PERIODS OF HOT, DRY WEATHER. 6. FERTILIZE ALL TREES AND SHRUBS WITH A SLOW -RELEASE GENERAL PURPOSE GRANULAR FERTILIZER OR SLOW -RELEASE TABLETS AT MANUFACTURER'S SPECIFIED RATE. NS THESE PLANS HAVE BEEN SUBMITTED TO THE APPROPRIATE A6ENGIE5 FOR REVIEW AND APPROVAL. UNTIL APPROVED, THESE PLANS ARE: 5UBJEGT TO REV 151ON Know what's below. Call before you dig. T SET PLANT STRAIGHT AND PLACE ROOTBALL ON SOLID GROUND OR ON COMPACTED BAGKFILL BAGKFILL PLANTING HOLE 1/2 FULL WITH NATIVE SOIL; TAMP SOIL TO STABILIZE ROOTBALL; DO NOT DISTURB ROOTBALL; BAGKFILL REMAINING PLANTING HOLE d AMEND BAGKFILL PER SPECIFICATIONS AND/OR PLANT INSTALLATION NOTES FINISHED GRADE SCARIFY SIDES OF PLANTING HOLE; MAKE SURE HOLE HAS GOOD DRAINAGE EXISTING NATIVE SOIL NT I N6 VETA 0J NOTES: I. GUTTIN65 SHALL BE SPECIES AS NOTED IN THE PLANT SCHEDULE. 2. GUTTING5 SHALL BE AT LEAST 1/2" IN DIA. AND 4' IN LENGTH. 3. CUTTINGS MUST BE MADE FROM LIVE AND VIGOROUS HOODY MATERIAL HITH SIDE BRANCHES REMOVED AND BARK INTACT. 4. THE BUTT ENDS SHALL BE CLEANLY GUT AT AN ANGLE FOR EASY INSERTION INTO THE SOIL. 5. THE TOP SHALL BE OUT SQUARE OR BLUNT. b. GUTTIN65 SHALL BE PLANTED WITHIN 24 HOURS OF GUTTING AND MUST BE KEPT MOIST AT ALL TIMES PRIOR TO PLANTING. -I. BOTTOM OF CUTTING5 SHALL BE TREATED WITH ROOTING HORMONE PRIOR TO PLANTING. M NOTES I. SURVEY AND SITE PLAN PROVIDED BY E5M, 33400 &TH AVE S, SUITE 205 FEDERAL WAY, WA 18�003, (253) 838-6113. 2. SOURCE DRAWING WAS MODIFIED BY TALA5AEA GON5ULTANT5 FOR VISUAL ENHANCEMENT. 3. THIS PLAN 15 AN ATTACHMENT TO THE CRITICAL AREAS REPORT AND CONCEPTUAL MITIGATION PLAN PREPARED BY TALA5AEA CONSULTANTS IN 5EPTEMBER, 2017. b N 0 z0 to � � s~ O U z- O � a d � v � U Date a-20-2017 Scale AS 514OWN Designed AO Drawn I" IW d Checked JM/AO Approved BS Project # 1572G z 6 Imo{ ( Sheet # ��✓ . — N © Copyright — Talasaea Consultants, INC.