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Home My WebLink AboutLarge FormatDEDICATION KNOW ALL MEN BY THESE PRESENTS THAT WE THE UNDERSIGNED OWNER(S) OF THE LAND DESCRIBED DO HEREBY MAKE A LOT LINE ADJUSTMENT THEREOF PURSUANT TO RCW 58.17.040 AND DECLARE THIS ADJUSTMENT TO BE THE GRAPHIC REPRESENTATION OF THE SAME, AND THAT SAID ADJUSTMENT IS MADE WITH FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF THE OWNER(S) IN WITNESS WHEREOF WE HAVE SET OUR HANDS AND SEALS. HOUSING AUTHORITY OF THE COUNTY OF KING, A PUBLIC BODY CORPORATE AND POLITIC ORGANIZED UNDER THE LAWS OF THE STATE OF WASHINGTON m ITS: ACKNOWLEDGMENTS STATE OF ) SS COUNTY OF I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT HE SIGNED THIS INSTRUMENT, ON OATH STATED THAT HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE OF TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED: --- SIGNATURE: - (PRINT NAME NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON RESIDING AT MY APPOINTMENT EXPIRES --------- -_ EXISTING LOT AREAS TRACT C-2 - 74,737 ± SQ. FT. / 1.72 t ACRES LOT 2 - 140,163 :L SQ. FT. / 3.22 :E ACRES NEW LOT AREAS TRACT C-2 - 61,244 f SQ. FT. / 1.41 f ACRES LOT 2 - 153,656 ± SQ. FT. / 3.53 f ACRES CRITICAL AREAS CRITICAL AREA BUFFER 10,809 t SQ. FT. / 0.25 t ACRES CRITICAL AREA 50,434 t SQ. FT. / 1.16 t ACRES GENERAL NOTES 1.) BOUNDARY LINES SHOWN ARE BASED ON RENTON SHORT PLAT #LUA-08-137-SHPL RECORDED IN VOLUME 268 OF SURVEYS, PAGES 168-170, IN KING COUNTY, WASHINGTON. 2.) PRIMARY CONTROL POINTS AND ACCESSIBLE MONUMENT POSITIONS WERE FIELD MEASURED UTILIZING GLOBAL POSITIONING SYSTEM (GPS) SURVEY TECHNIQUES USING LEICA SYSTEM 500 AND 1200 EQUIPMENT. MONUMENT POSITIONS THAT WERE NOT DIRECTLY OBSERVED USING GPS SURVEY TECHNIQUES WERE TIED INTO THE CONTROL POINTS UTILIZING LEICA ELECTRONIC TOTAL STATIONS FOR THE MEASUREMENT OF BOTH ANGLES AND DISTANCES. THIS SURVEY MEETS OR EXCEEDS THE STANDARDS SET BY WAC 332-130-090. 3.) EASEMENTS AND LEGAL DESCRIPTION ARE BASED ON THE ALTA COMMITMENT BY CHICAGO TITLE INSURANCE COMPANY, COMMITMENT NO. 0049696-06, DATED SEPTEMBER 3, 2015 AT 12:00 A.M. 4.) PER WETLAND REPORT BY ENVIRONMENTAL SCIENCE ASSOCIATES DATED JANUARY 2014 THERE IS ONE WETLAND ON-SITE. THE LOCATION SHOWN ON THE MAP IS FROM A CAD FILE PROVIDED BY TONKIN ARCHITECTURE AND WAS NOT FIELD VERIFIED BY TRIAD ASSOCIATES. EXISTING LEGAL DESCRIPTIONS TRACT C-2 TRACT C-2 CITY OF RENTON SHORT PLAT NUMBER LUA--08-137-SHPL, RECORDED UNDER RECORDING NUMBER 20100111900006, IN KING COUNTY, WASHINGTON; LOTS LOT 2 CITY OF RENTON SHORT PLAT NUMBER LUA-08-137-SHPL, RECORDED UNDER RECORDING NUMBER 20100111900006, IN KING COUNTY, WASHINGTON; EXCEPT PORTION CONVEYED TO CITY OF RENTON BY INSTRUMENT RECORDED UNDER RECORDNING NO. 201 51 21 4000521, RECORDS OF KING COUNTY, WASHINGTON. (SEAL OR STAMP) TITLE REPORT SCHEDULE B NOTES (PER SUBDIVISION GUARANTEE PREPARED BY CHICAGO TITLE COMPANY COMMITMENT NO. 0049696-06, DATED SEPTEMBER 3, 2015 AT 12:00 A.M.) 1. SUBJECT TO EASEMENT, AND THE TERMS AND CONDITIONS THEREOF, FOR UNDERGROUND ELECTRIC SYSTEM IN FAVOR OF PUGET SOUND POWER AND LIGHT COMPANY RECORDED SEPTEMBER 7, 1984 UNDER RECORDING NO. 840907698. 2. SUBJECT TO RIGHT OF ACCESS TO AN OFFSITE EASEMENT FOR SANITARY SEWER, AND THE TERMS AND CONDITIONS THEREOF, IN FAVOR OF SOOS CREEK WATER AND SEWER DISTRICT RECORDED ON MARCH 8, 1991 UNDER RECORDING NO. 9103080657. 3. SUBJECT TO AN EASEMENT(S) FOR ONE OR MORE UTILITY SYSTEMS FOR PURPOSES OF TRANSMISSION, DISTRIBUTION AND SALE OF ELECTRICITY IN FAVOR OF PUGEI' SOUND ENERGY, INC. RECORDED ON MAY 15, 2014 UNDER RECORDING NO. 20140515000840. 4. SUBJECT TO AN AGREEMENT FOR EASEMENT, AND THE TERMS AND CONDITIONS THEREOF, FOR SANITARY SEWER BETWEEN THE SOOS CREEK AND SEWER DISTRICT AND THE HOUSING AUTHORITY OF THE COUNTY OF KING RECORDED ON JULY 10, 2015 UNDER RECORDING NO. 20150710000661. 5. SUBJECT TO RESERVATION OF MINERAL RIGHTS UNDER RECORDING NO. 521719. 6. SUBJECT TO RESERVATION OF MINERAL RIGHTS UNDER RECORDING NO. 4161927. 7. SUBJECT TO RESERVATION OF MINERAL RIGHTS UNDER RECORDING NO. 8109230502. 8. SUBJECT TO NOTES 20-24 SET FORTH IN OR DELINEATED ON THE SHORT PLAT RECORDED UNDER RECORDING NO. 20100111900006. 9. SUBJECT TO DECLARATION OF RESTRICTIVE COVENANT RECORDED UNDER RECORDING NO. 20140606000082. 10. SUBJECT TO NOTICE OF HOOK-UP CHARGES IN LIEU OF ASSESSMENTS FOR SEWER SERVICES AS RECORDED UNDER RECORDING NO. 7502070239. 11. SUBJECT TO AGREEMENT AND TERMS AND CONDITIONS THEREOF REGARDING CONNECTION CHARGES BETWEEN KING COUNTY WATER DISTRICT NO. 58 AND THE KING COUNTY HOUSING AUTHORITY AS RECORDED UNDER RECORDING NO. 8306060671. 12. SUBJECT TO AGREEMENT AND TERMS AND CONDITIONS THEREOF REGARDING CONNECTION CHARGES BETWEEN CASCADE SEWER DISTRICT AND THE KING COUNTY HOUSING AUTHORITY AS RECORDED UNDER RECORDING NO. 8306240615. 13. SUBJECT TO AN AGREEMENT AND THE TERMS AND CONDITIONS THEREOF BETWEEN POLYGON 2000, INC. AND KING COUNTY HOUSING AUTHORITY REGARDING A LOCATION OF A FENCE RECORDED ON MARCH 22, 1991 UNDER RECORDING NO. 9103221062. 14. SUBJECT TO AN AGREEMENT AND THE TERMS AND CONDITIONS THEREOF BETWEEN POLYGON 2000, INC. AND KING COUNTY HOUSING AUTHORITY REGARDING LOCATION OF A FENCE AND A DRIVEWAY RECORDED JULY 9, 1991 UNDER RECORDING NO. 9107091017. 15. SUBJECT TO BROADBAND RIGHT OF ENTRY AGREEMENT, AND THE TERMS AND CONDITIONS THEREOF, BETWEEN KING COUNTY HOUSING AUTHORITY AND TCI CABLEVISION OF WASHINGTON, INC. RECORDED SEPTEMBER 11, 2000 RECORDING NUMBER 20000911000539. RECORDING NUMBER I VOL./PAGE CITY OF RENTON FILE NO. LUA-14--000226 LLA ;r ►. TWP. 23 N, RGE. 5 El WN, KING COUNTY WASHINGTON APPROVALS CITY OF RENTON DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT EXAMINED AND APPROVED THIS ---------- DAY OF ------------- 2015. PLANNING DIRECTOR DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THIS ------DAY OF -------- 2015. KING COUNTY ASSESSOR DEPUTY KING COUNTY ASSESSOR ACCOUNT NUMBER RECORDER'S CERTIFICATE FILED FOR RECORD AT THE REQUEST OF THE CITY OF RENTON THIS ----- DAY OF ----------, 2015, AT ---- M. AND RECORDED IN BOOK ------ OF SURVEYS, PAGES ------- RECORDS OF KING COUNTY, WASHINGTON. MANAGER SUPT. OF RECORDS RECORDING N0. SURVEYOR'S CERTIFICATE THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE SURVEY RECORDING ACT AT THE REQUEST OF KING COUNTY HOUSING AUTHORITY -------------------------------------- OCTOBER ------ 2015 BRADLEY T. FREEMAN, P.L.S. CERTIFICATE NO. 19620 42.1 `�9Js riad 300 Woodinville Snohomish Rd NE Suite A • Woodinville, WA 98072 r. 425.415.2000 f: 425.486.5059 w: triadassociates.net VANTAGE POINT LOT LINE ADJUSTMENT DWN. BY DATE JOB NO. ARJ 10/29/15 12-143/15-111 CHKD. BY SCALE SHEET BTF 1 OF 2 l 30' 30' 3 STORY SEE DETAIL 1 0I WOOD BLDG (PN 3223059260 ' N8$'09'31';E10 10.65"NLL BLDG _. 84.84'(NLL) - 80.00'(OLL) - 215.49'(OLL)- r 1 L1 6.2' 5.4' 5.5' 34.5' 1 30' 6.0' -r a 0.4 -- rn r. 0 0 W °0lz 6' CLFNC z Uj (7� 00 N CV _o �6 �0 uS cy 1 L C, ro`�9 k 0.3'- z ) �J w <� \ cV O L9 � CV NEW LOT O I LINE 36.4'. z WETLAND -a- 309, wam SCALE: 1" = 60' 0 30 60 120 ADDRESSES LOT 2 - 17901 105TH PLACE SE G P N mc 0) )7 -4 Z co o I (D O z o�z .;;, r O Zy C7 `{ 0) 'n - W \�< 07 "U)- L1o�� LO -r 2 �-4 n \� , a MULTI STORY WOOD BUILDING r\No= \ \ 26,654± S P A s \ \ \ � (FOOTPRINT 6 ONLY) 74 sa r ' 79.88 2�8Q N89'50'21 "W 117.70' Q� (NLL) FND 1/2 REBAR W/ CA LS #3250 0.1' S OF CORNEj SEE GENERAL LINE LENGTH BEARING NOTE #4 _ 9.37' N01'50'29"W o -1 'o 1-3 0) N1 1'04'04"E o ND PUNCH L7 Mi �oIN 1 1/2" BRASS 34.5 ' 30' DISC IN 4" X 4" W QJ N N57'51'10"W CONC. MON IN CASE 17.14' N70'07'57"W L8 DOWN 0.7' (11/16/12) G P N mc 0) )7 -4 Z co o I (D O z o�z .;;, r O Zy C7 `{ 0) 'n - W \�< 07 "U)- L1o�� LO -r 2 �-4 n \� , a MULTI STORY WOOD BUILDING r\No= \ \ 26,654± S P A s \ \ \ � (FOOTPRINT 6 ONLY) 74 sa r ' 79.88 2�8Q N89'50'21 "W 117.70' Q� (NLL) FND 1/2 REBAR W/ CA LS #3250 0.1' S OF CORNEj 27.2' ;12 SEWER ( NEW EASEMENT �'�' LOT LINE C 300. 20150710000661 F REBAR W1 CAP LS #32506 ON SNOR �rJ1�S'L 0.1' S X 0.1' E 1 � 13? ,.170 (9-27-13) ROwU ,, - P��S 15a v OL' 2b CURVE TABLE LINE TABLE LINE LENGTH BEARING L1 9.37' N01'50'29"W L2 12.59' N22'1 3',35"E 1-3 19.85' N1 1'04'04"E L4 22.26' N00'29'18"E L5 17.31' N4' 02'23"W L6 1 24,14' N57'51'10"W L7 17.14' N70'07'57"W L8 28.40' N34'43'25"W L9 17.68' N69'33'31"W L10 3.53' N76'16'27"E L11 40.26' N24'09'58"W L12 36.43' T _ N65'08'34"E L13 33.11' N79'32'58"E L14 51.26' 1N86'50'59"E 27.2' ;12 SEWER ( NEW EASEMENT �'�' LOT LINE C 300. 20150710000661 F REBAR W1 CAP LS #32506 ON SNOR �rJ1�S'L 0.1' S X 0.1' E 1 � 13? ,.170 (9-27-13) ROwU ,, - P��S 15a v OL' 2b CURVE TABLE CURVE LENGTH RADIUS _ DELTA C1 178.10' 109.50' x=93'11'31" C2 24.75' 30.00' x=47415'36" C3 24.72' 40.00' A -=35-2,02- C4 22.50' 51.27' x=25'08'45" C4 FND PUNCH IN 1 1/2"BRASS DISC IN 4" X 4" CONC. MON IN CASE DOWN 0.7' (11/16/12) HORIZONTAL DATUM NAD83/91 - WASHINGTON NORTH ZONE BASED ON TIES TO CITY OF RENTON SURVEY CONTROL POINTS NOS. 1866 AND 2110 BASIS OF BEARINGS HELD BEARING OF N88'09'31"E ALONG THE CENTERLINE OF SE 180TH STREET PER SHORT PLAT #LUA-08-137-SI-IPL RECORDED IN VOLUME 268 OF SURVEYS, PAGES 168-170, IN KING COUNTY, WASHINGTON; LE -QM ® FOUND MON IN CASE AS NOTED OLL OLD LOT LINE MEASUREMENT NLL NEW LOT LINE MEASUREMENT 0 PROPERTY CORNER FOUND AS NOTED REBAR W/CAP "TRIAD 19620" (R) RADIAL DETAIL 1 1 "=20' BUILDING X X X X 6' CLFNCL k 1.3' S. 2.1' S. 4 G" 4.0' S. � --' -*-- 0.5' W. x LOT 2 r N88'09'31"E 375. 1.0 5\A0 65\A? 0 N27'46'33"W ,, 5I' 22.38'(OLL) OLD LOT LINE ---� 280.p0� ' ..- 162.03 (tA i ! W -1-09„E' L13 L14 16rO�n 83l NEW LOT LINE FND 1/2' REBAR W/ CAP LS #32506 AT CORNER (11/16/12) CITY OF RENTON SURVEY CONTROL POINT NO. 2110 FOUND BRASS PIN IN CONC MON DOWN 0.7' IN CASE N 165331.32 E 1305675.02 11-16-12 2653.40' 29 _ S88'18'58" 29 28 CITY OF RENTON SURVEY �3 1 32 33 CONTROL POINT NO. 1866 FOUND PUNCH IN A 1 1/: BRASS DISK IN A 4"X4" CONC MON DOWN 0.4' IN CASE N 165409.29 E 1303022.76 11-16-12 w � o N88'09'31"E 744.26' _ CA o 0 cn _ 316.52' W FND 1/2' REBAR W/ o cq CAP LS #32506 AT CORNER (11/16/12) L ry N. 4.5' p Z �1`, SHED --J 0 2�5 0 )300 Woodinville Snohomish Rd NE Suite A • Woodinville, WA 98072 p: 425.415.2000 f: 425.486.5059 w: triadassociates.net POR. OF 4 OF THE NW 1/4 SEC. 321 TWP. 23 N, RGE. 5 E; WN, KING COUNTY WASHINGTON VANTAGE POINT LOT LINE ADJUSTMENT DWN. BY DATE JOB NO. ARJ 10/29/15 12-143/15-111 CHKD. BY SCALE SHEET BTF 1"=60' 2 OF 2 DEDICATION KNOW ALL MEN BY THESE PRESENTS THAT WE THE UNDERSIGNED OWNER(S) OF THE LAND DESCRIBED DO HEREBY MAKE A LOT LINE ADJUSTMENT THEREOF PURSUANT TO RCW 58.17.040 AND DECLARE THIS ADJUSTMENT TO BE THE GRAPHIC REPRESENTATION OF THE SAME, AND THAT SAID ADJUSTMENT IS MADE WITH FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF THE OWNER(S) IN WITNESS WHEREOF WE HAVE SET OUR HANDS AND SEALS. HOUSING AUTHORITY OF THE COUNTY OF KING, A MUNICIPAL CORPORATION OF THE STATE OF WASHINGTON BY: ITS: ACKNOWLEDGMENT'; STATE OF SS COUNTY OF I CERTIFY THAT I KNOW OR HAVE: SATISFACTORY EVIDENCE THAT IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT HE SIGNED THIS INSTRUMENT, ON OATH STATED THAT HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE OF TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED: ---------- LOT AREAS EXISTING LOT AREAS TRACT C-2 — 74,737 f SQ. FT. / 1.72 ± ACRES LOT 2 — 143,910 f SQ. FT. / 3.30 t ACRES NEW LOT AREAS TRACT C-2 — 62,133 f SO. FT. / 1.43 t ACRES LOT 2 — 156,514 f SQ. FT. / 3.59 f ACRES CRITICAL AREAS CRITICAL AREA BUFFER 7,866 t SQ. FT. / 0.18 t ACRES CRITICAL AREA 54,267 f SQ. FT. / 1.25 f ACRES PROPOSED PUBLIC RIGHT OF WAY DEDICATION 3,747 t SQ. FT. / 0.09 t ACRES GENERAL NOTES 1.) BOUNDARY LINES AND EASEMENTS SHOWN ARE BASED ON RENTON SHORT PLAT #LUA-08-137—SHPL RECORDED IN VOLUME 268 OF SURVEYS, PAGES 168-170, IN KING COUNTY, WASHINGTON. 2.) PRIMARY CONTROL POINTS AND ACCESSIBLE MONUMENT POSITIONS WERE FIELD MEASURED UTILIZING GLOBAL POSITIONING SYSTEM (GPS) SURVEY TECHNIQUES USING LEICA SYSTEM 500 AND 1200 EQUIPMENT. MONUMENT POSITIONS THAT WERE NOT DIRECTLY OBSERVED USING GPS SURVEY TECHNIQUES WERE TIED INTO THE CONTROL POINTS UTILIZING LEICA ELECTRONIC TOTAL STATIONS FOR THE MEASUREMENT OF BOTH ANGLES AND DISTANCES. THIS SURVEY MEETS OR EXCEEDS THE STANDARDS SET BY WAC 332-130-090. 3.) EASEMENTS AND LEGAL DESCRIPTION ARE BASED ON THE ALTA COMMITMENT BY CHICAGO TITLE INSURANCE COMPANY, ORDER NO. 1355697, DATED JANUARY 9, 2014 AT 8:00 A.M. EXISTING LEGAL DESCRIPTIONS TRACT C-2 TRACT C-2 CITY OF RENTON SHORT PLAT NUMBER LUA-08-137—SHPL, RECORDED UNDER RECORDING NUMBER 20100111900006, IN KING COUNTY, WASHINGTON; OOT2 LOT 2 CITY OF RENTON SHORT PLAT NUMBER LUA-08-137—SHPL, RECORDED UNDER RECORDING NUMBER 20100111900006, IN KING COUNTY, WASHINGTON; REFERENCES CITY OF RENTON SHORT PLAT #LUA-08-137—SHPL, RECORDING NO. 20100111900006 RECORDS OF KING COUNTY, WASHINGTON. SIGNATURE: -------------------------------- (SEAL OR STAMP) EASEMENT NOTES ____ (PER SUBDIVISION GUARANTEE PREPARED BY CHICAGO TITLE COMPANY (PRINT NAME) -------------------------- ORDER NO. 1355697, DATED JANUARY 9, 2014 AT 8:00 A.M.) NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON O UNDERGROUND UTILITY EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PUGET SOUND POWER & LIGHT COMPANY RESIDING AT ----------------------------- PURPOSE: ELECTRIC SYSTEM AREA AFFECTED: A STRIP OF LAND 10 FEET IN WIDTH AS CONSTRUCTED OR TO BE CONSTRUCTED, EXTENDED OR RELOCATED WITHIN MY APPOINTMENT EXPIRES ---------------- SAID PREMISES RECORDED: SEPTEMBER 7, 1984 RECORDING NUMBER: 8409070698 CONTAINS COVENANT PROHIBITING STRUCTURES OVER SAID EASEMENT OR OTHER ACTIVITIES WHICH MIGHT ENDANGER THE UNDERGROUND SYSTEM. (THIS EASEMENT AFFECTS THE SUBJECT PROPERTY AND IS BASED ON THE LOCATION OF THE "AS—CONSTRUCTED" FACILITIES AND HAS NOT BEEN GRAPHICALLY DEPICTED ON THE MAP) LUA-XX-XXX-XXXX LND-XX-XXXX VOL./PAGE CITY OF RENTON FILE NO. PORTION OF THE NW 1/4 SEC. 32, R: I RGE. 5 Ej WA, KING COUNTYWASHINGTON APPROVALS CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT EXAMINED AND APPROVED THIS OF --------------, 2014. i ADMINISTRATOR DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THIS ------DAY OF -------- 2014. KING COUNTY ASSESSOR DEPUTY KING COUNTY ASSESSOR ACCOUNT NUMBER �'► •i�smomwo FILED FOR RECORD AT THE REQUEST OF THE CITY OF RENTON THIS ----- DAY OF ----------, 2014, AT ---- M. AND RECORDED IN BOOK ------ OF SURVEYS, PAGES ------- RECORDS OF KING COUNTY, WASHINGTON. MANAGER RECORDING NO. SURVEYOR'S CERTIFICATE SUPT. OF RECORDS THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE SURVEY RECORDING ACT AT THE REQUEST OF KING COUNTY HOUSING AUTHORITY FEBRUARY BRADLEY T. FREEMAN, P.L.S. CERTIFICATE NO. 19620 2014 AL �ASSOCIATESLAD . VA 12112 115th Ave. NE Kirkland, WA 98034-6923 41. / F 425.821.8448 425.821.3481 fax ------------------------------ 800.488.0756 toll www.triadassociates.net VANTAGE POINT ISO1 LINE ADJUSTMENT DWN. BY DATE JOB NO. ARJ 12/13/14 112-143 CHKD. BY SCALE I SHEET BTF 1 OF 2 SEE DETAIL 2 3 STORY WOOD BLDG _TPN 3223059260 N88°09'31 "E 300.00' BLDG FND 1/2' REBAR W/ CAP LS #32506 0.1' S. OF CORNER (11/16/12) LO uj L Ll NI C � HORIZONTAL DATUM NAD83/91 - WASHINGTON NORTH ZONE BASED ON TIES TO CITY OF RENTON CONTROL POINTS NOS. 1866 AND 2110 BASIS OF BEARINGS AN - LEGEND HELD BEARING OF N88'09'31"E ALONG THE CENTERLINE OF SE 180TH STREET PER SHORT PLAT #LUA-08-137-SHPL RECORDED IN VOLUME 268 OF SURVEYS, PAGES 168-170, IN KING COUNTY, WASHINGTON; ® FOUND MON IN CASE AS NOTED OLL OLD LOT LINE MEASUREMENT SCALE: 1" = 60' NLL NEW LOT LINE MEASUREMENT 30 60 120 O PROPERTY CORNER FOUND' AS NOTED 0 REBAR W/CAP "TRIAD 19620" TO BE SET (R) RADIAL DETAIL 1 l"=200 -FND PUNCH IN 1 1/2" BRASS DISC IN 4" X 4" CONC. MON IN CASE DOWN 0.7' (11/16/12) N 3 2.23' 2r, 88, L6-.� /ys 2Q S2�0S' REVISED �¢ OT LINE ti OLD LOT LINE \ \ �cp, A _4!r a r r Aw4K _ _ N88'09'31"E 744.26' .0 w w o L ioo•nn�zi "r z�G ne' - 316 52 Vv J C .::v � — ' FND 1/2' REBAR W/ N CAP LS #32506 AT _. »` CORNER (11/16/12) 'r•*-- I -..-:L / / G .. T 7 L / yam.. nri \ , R,Q ,\oo• N�4°'SQA/ 1— 4—. 9 00'( 79.8 / �66DETAIL 2 d' - 5Q' — = NEW Qo' nieei (NLL) LOT LINE �1 =20 LINE TABLE 0 LENGTH BEARING L1 9.37' N01 '50'29"W L2 12.59' N22'13'35" E a �b o-7 r q cI co `4 � 22.26' Y L5 21.88' W L6 11.68' 07 L7 03 N55'23'14"W r 00 O N25'15'38"W L9 Q O FND 1/2' REBAR W/ CAP LS #32506 0.1' S. OF CORNER (11/16/12) LO uj L Ll NI C � HORIZONTAL DATUM NAD83/91 - WASHINGTON NORTH ZONE BASED ON TIES TO CITY OF RENTON CONTROL POINTS NOS. 1866 AND 2110 BASIS OF BEARINGS AN - LEGEND HELD BEARING OF N88'09'31"E ALONG THE CENTERLINE OF SE 180TH STREET PER SHORT PLAT #LUA-08-137-SHPL RECORDED IN VOLUME 268 OF SURVEYS, PAGES 168-170, IN KING COUNTY, WASHINGTON; ® FOUND MON IN CASE AS NOTED OLL OLD LOT LINE MEASUREMENT SCALE: 1" = 60' NLL NEW LOT LINE MEASUREMENT 30 60 120 O PROPERTY CORNER FOUND' AS NOTED 0 REBAR W/CAP "TRIAD 19620" TO BE SET (R) RADIAL DETAIL 1 l"=200 -FND PUNCH IN 1 1/2" BRASS DISC IN 4" X 4" CONC. MON IN CASE DOWN 0.7' (11/16/12) N 3 2.23' 2r, 88, L6-.� /ys 2Q S2�0S' REVISED �¢ OT LINE ti OLD LOT LINE \ \ �cp, A _4!r a r r Aw4K _ _ N88'09'31"E 744.26' .0 w w o L ioo•nn�zi "r z�G ne' - 316 52 Vv J C .::v � — ' FND 1/2' REBAR W/ N CAP LS #32506 AT _. »` CORNER (11/16/12) 'r•*-- I -..-:L / / G .. T 7 L / yam.. nri \ , R,Q ,\oo• N�4°'SQA/ 1— 4—. 9 00'( 79.8 / �66DETAIL 2 d' - 5Q' — = NEW Qo' nieei (NLL) LOT LINE �1 =20 CURVE TABLE LINE TABLE LINE LENGTH BEARING L1 9.37' N01 '50'29"W L2 12.59' N22'13'35" E L3 19.85' N11'C4'04"E L4 22.26' N00'29'18"E L5 21.88' N70'06'53"W L6 11.68' N84'09'49"W L7 24.05' N55'23'14"W L8 31.88' N25'15'38"W L9 14.98' N47'14'41"W L10 3.53' N76'16'27"E L11 40.26' N24'09'58"W L12 36.43' N65'08'34"E P33L13 .11' N79'32'58"E L14 51.26' N86'50'59"E CURVE TABLE CURVE LENGTH RADIUS DELTA C1 170.78' 105.00' A-=93'11'31" C2 24.75' 30.00' A--47'15'36" C3 24.65' 20.00' X70'36'10" C4 22.50' 51.27' d=25'08'45" FND 1/2L--- REBAR W/ CAPLS 1 L0 LAi 0.1' S X 0.10E �q�j 5H7�S�ipL�7C� (9-27-13) F2 l©� � OL,FOR REV LUA—XX--XXX—XXXX LND—XX—XXXX FND 1/2' REBAR W/ CAP LS #32506 AT CORNER (11/16/12) 1.0' N. �O 19620 �Fss�G15TER:�9�� TPIN 3223059260 1.2' N CT L-2 ' TALL CLFNC WCCS POINT ID N0. 2882 FOUND BRASS PIN IN CONC MON DOWN 0.7' IN CASE N 165331.32 E 1305675.02 11-16-12 2653.40' ^ R 29 - S88'18'58" II 29 11 28 32 U 33 WCCS POINT ID N0. 2883 z ' FOUND PUNCH IN A 1 1/: BRASS DISK IN A 4"X4" CONC MON DOWN 0.4' IN CASE N 165409.29 E 1303022.76 11-16-12 -1 �J I(o 3 STORY WOOD BUILDING 2.6' N. iOF NW/COR. LOT 2 PORTION OF THE NE l: k SE / 4. TWP. 23 N, RGE. 5 El W.M, KING COUNTY WASHINGTON DWN. BY DATE JOB NO. ..- "'q -I v t L ARJ 2/13/14 12-143 FEB 21201, CHKD. BY SCALE SHEET CRY of: e r om BTF 1 "=60' 2 OF 2 PLt1NN11NC Dnncr,•. yCq * * � `moi* * W Y �O 19620 �Fss�G15TER:�9�� TPIN 3223059260 1.2' N CT L-2 ' TALL CLFNC WCCS POINT ID N0. 2882 FOUND BRASS PIN IN CONC MON DOWN 0.7' IN CASE N 165331.32 E 1305675.02 11-16-12 2653.40' ^ R 29 - S88'18'58" II 29 11 28 32 U 33 WCCS POINT ID N0. 2883 z ' FOUND PUNCH IN A 1 1/: BRASS DISK IN A 4"X4" CONC MON DOWN 0.4' IN CASE N 165409.29 E 1303022.76 11-16-12 -1 �J I(o 3 STORY WOOD BUILDING 2.6' N. iOF NW/COR. LOT 2 PORTION OF THE NE l: k SE / 4. TWP. 23 N, RGE. 5 El W.M, KING COUNTY WASHINGTON DWN. BY DATE JOB NO. ..- "'q -I v t L ARJ 2/13/14 12-143 FEB 21201, CHKD. BY SCALE SHEET CRY of: e r om BTF 1 "=60' 2 OF 2 PLt1NN11NC Dnncr,•. -SEE DETAIL 2 3 STORY uo I WOOD BLDG L6 _TPN 3223059260 N88 -09'31"E 11300.00' �j BLDG ___ _� 84.8 (NLL 215.16'(NLL�- " 80.00'(OLL) 220.00'(OLL) X 1 L1 767.2'6-0' 5.4' 5.5' I 30' 30' -y J 5' CLFNto C Q, 0 Z n o no o z00 6; J l SEE DETAIL 1 L6 yR� O O�OC 9�W L_ -�9 NEW LOT LINE OLD LOT LINE TRACT C--2 01 CRITICAL a 0 AREA z C? Flo C) o j' 07 -4 (n _ l `4 03 T - `n l r -t C? 1.3'_� 4.5' PUBLIC -m-+ I N RIGHT OF WAY I 0) DEDICATION SCALE: V= 60' 0 30 60 120 ND PUNCH W ' o IN 1 1/2" BRASS W o C DISC IN 4" X 4" CASE I 1.6'- �- DOWN O.ON (111/ 6/12) FND 1/2' REBAR W/ CAP LS #32506 0.1' S. OF CORNER (11/16/12) z W 00 O O 00 N tV o I W o z _ N01 *50'29"W I ® 12.59' N22'13'35"E N 19.85' N11'04'04"E U O Lodz 22.26' N00'29'18"E SCALE: V= 60' 0 30 60 120 ND PUNCH W ' o IN 1 1/2" BRASS W o C DISC IN 4" X 4" CASE I 1.6'- �- DOWN O.ON (111/ 6/12) FND 1/2' REBAR W/ CAP LS #32506 0.1' S. OF CORNER (11/16/12) z W 00 O O HORIZONTAL DATUM NAD83/91 - WASHINGTON NORTH ZONE BASED ON TIES TO CITY OF RENTON CONTROL POINTS NOS. 1866 AND 2110 BASIS OF BEARINGS HELD BEARING OF N88'09'31"E ALONG THE CENTERLINE OF SE 180TH STREET PER SHORT PLAT #LUA-08-137-SHPL RECORDED IN VOLUME 268 OF SURVEYS, PAGES 168-170, IN KING COUNTY, WASHINGTON; LEQD ® FOUND MON IN CASE AS NOTED OLL OLD LOT LINE MEASUREMENT NLL NEW LOT LINE MEASUREMENT 0 PROPERTY CORNER FOUND AS NOTED 0 REBAR W/CAP "TRIAD 19620" TO BE SET (R) RADIAL N�0 O 2.23' L6 -151, \ NSS2�ps, REVISED rQ LOT LINE OLD LOT LINE A• xr tiR�\ �0 s L o N88'09'31 "E 744.26' o. 113.��Rl� a .- �, cfl, N6g 1.4' LUT 2 FND PUNCH IN 1 1/2"BRASS DISC IN 4" X 4" CONC. MON IN CASE 0 DOWN 0.7' (11/16/12) \OLD LOT LINE Irl 00 (0 . ?09' 31 08. 1 ,\) r N7 79.88LI2 N89'50'21 "W '117.70' OO, NEW (NLL) LOT LINE CURVE TABLE LINE TABLE LINE LENGTH BEARING L1 9.37' _ N01 *50'29"W L2 12.59' N22'13'35"E L3 19.85' N11'04'04"E L4 22.26' N00'29'18"E L5 21.88' N70'06'53"W L6 11.68' N84'09'49"W L7 24.05' N55'23'14"W L8 31.88' N25'15'38"W L9 14.98' N47'14'41"W L.10 3.53' N76'16'27"E -11 40.26' N24'09'58"W L.12 36.43' N65'08'34"E 1.13 33.11 N79'32'58"E 1.14 51.26' N86'50'59"E HORIZONTAL DATUM NAD83/91 - WASHINGTON NORTH ZONE BASED ON TIES TO CITY OF RENTON CONTROL POINTS NOS. 1866 AND 2110 BASIS OF BEARINGS HELD BEARING OF N88'09'31"E ALONG THE CENTERLINE OF SE 180TH STREET PER SHORT PLAT #LUA-08-137-SHPL RECORDED IN VOLUME 268 OF SURVEYS, PAGES 168-170, IN KING COUNTY, WASHINGTON; LEQD ® FOUND MON IN CASE AS NOTED OLL OLD LOT LINE MEASUREMENT NLL NEW LOT LINE MEASUREMENT 0 PROPERTY CORNER FOUND AS NOTED 0 REBAR W/CAP "TRIAD 19620" TO BE SET (R) RADIAL N�0 O 2.23' L6 -151, \ NSS2�ps, REVISED rQ LOT LINE OLD LOT LINE A• xr tiR�\ �0 s L o N88'09'31 "E 744.26' o. 113.��Rl� a .- �, cfl, N6g 1.4' LUT 2 FND PUNCH IN 1 1/2"BRASS DISC IN 4" X 4" CONC. MON IN CASE 0 DOWN 0.7' (11/16/12) \OLD LOT LINE Irl 00 (0 . ?09' 31 08. 1 ,\) r N7 79.88LI2 N89'50'21 "W '117.70' OO, NEW (NLL) LOT LINE CURVE TABLE CURVE LENGTH RADIUS DELTA C1 170.78' 105.00' A=93'11'31 ' C2 24.75' 30.00' A=47'15'36" C3 24.65' 20.00' A=70'36'10" C4 22.50' 51.27' �=25'08'45" LUA--XX-XXX-XXXX FND 1/2" REBAR W/ CAP LS #32506 0.1' S X 0.1' E (9-27-13) ON I Nyll I -- N82.13'27300- L01 1 ? � A, �0� .��g-170 OwA yO1. SbB, 0 N88'09'31"E 375.94'_ 5' CLFNC T4.5' PUBLIC RIGHT OF WAY DEDICATION N 27'46' 33"W 22.38'(OLL) OLD LOT LINE �.- „ 62.p3 c L13 Ll NEW 152 LOT LINE 1� FND 1/2' REBAR W/ CAP LS32506 AT CORNER (1116/12) l . i, I, f R VY-% n It 0 n W 8' (0 CV a0 (0 04 3.6' G �� z �'I <O� SHED N. DETAIL 1"=20' WCCS POINT ID NO. 2882 FOUND BRASS PIN IN CONC MON DOWN 0.7' IN CASE N 165331.32 E 1305675.02 11-16-12 2653.40' - 29 S88'18'58" � 29 W 28 32 u 33 WCCS POINT ID N0. 7RR.3_/ I r FOUND PUNCH IN A BRASS DISK IN A 4" CONC MON DOWN 0.4' IN CASE N 165409.29 E 1303022.76 11-16-12 316.52' FND 1/2' REBAR W/ CAP LS #32506 AT CORNER (11/16/12) TPN 3223059260 1.0' N. 1.2' N 003 /rte TRACT C-2 ' TALL CLFNC AL "r"RIAD ASSOCIATES 12112 115th Ave. NE Kirkland, WA 98034-6923 425.821.8448 425.821.3481 fax 800.488.0756 toll free www.triadassociates.net 3 STORY WOOD BUILDING 2.6' N. 11 - CLFNC CROSSES PL 105.1' E. OF NW COR. 3.4' S. 0' S. l LOT 2 VANTAGE POINT LOT LINE ADJU'1& DWN. BY DATE JOB N0. rLb G 1 ZU14 ARJ 2/13/14 12-143 CATY OF RENg CHKD. BY SCALE SHEET PLANNING DIVISIO BTF 1"=60' 2 OF 2 GUARDRAIL PER CIVIL - PROPOSED RETAINING WALL - CRITICAL SLOPE AREA co C2 CONCRETE PAVING, �31 TYP. GRASSCRETE PAVING EMERGENCY VEHICLE ACCESS DRIVE - NOTED PER CITY OF RENTON STANDARDS (RED PAINTED CURB AND SIGNS EVERY 50 FT READING "FIRE LANE - NO PARKING") MAILBOXES LOCATED INSIDE BUILDING OUTDOOR RECREATION AREA (RUBBER TILE SURFACE) EXISTING PROPERTY LINE TO REMAIN PROPOSED NEW LOT LINE --- ------------- EXISTING VEGETATION TO REMAIN Fii --------- - - ---- - CATEGORY IV 16 - WETLAND of Qq WETLAND BUFFER GUARDRAIL PER CIVIL - PROPOSED RETAINING WALL - CRITICAL SLOPE AREA co C2 CONCRETE PAVING, �31 TYP. GRASSCRETE PAVING EMERGENCY VEHICLE ACCESS DRIVE - NOTED PER CITY OF RENTON STANDARDS (RED PAINTED CURB AND SIGNS EVERY 50 FT READING "FIRE LANE - NO PARKING") MAILBOXES LOCATED INSIDE BUILDING OUTDOOR RECREATION AREA (RUBBER TILE SURFACE) EXISTING PROPERTY LINE TO REMAIN PROPOSED NEW LOT LINE --- ------------- EXISTING VEGETATION TO REMAIN M .. . DRAWN BY DESIGNED BY p �Ir TAD SZ/AGC FI,! O BUSINESS r CHECKED BY APPROVED BYFORE YOU DIG SZ/AGC AGC Consulting Engineers DATE -424®S5S5i 1601 Fifth Avenue, Suite 1600 FEBRUARY 7, 20.14 Seattle, Washington 98101-3665 S C A L E: (206) 622-5822 Fax (206) 622--8130 REVISION J 0 B No.: 113188 1" = 40' i I i E i l I I I 010-M I 1zpA �.)WA t� C•aT ��{'C:3T #'A 12'Cf7T ijj I S}"C A,� I i fi"3�=a }7? M I a'A F s fi A l,d nn �1-s7 m 1/2' RERAR a;i MAD A A7M �, T1;pw «Ap, _ -- s i T. 20130-1 3-93) SW111 Cr ..- 7 e Pvc(' 303 a r!f 351-a# DRAWN BY DESIGNED BY p �Ir TAD SZ/AGC FI,! O BUSINESS r CHECKED BY APPROVED BYFORE YOU DIG SZ/AGC AGC Consulting Engineers DATE -424®S5S5i 1601 Fifth Avenue, Suite 1600 FEBRUARY 7, 20.14 Seattle, Washington 98101-3665 S C A L E: (206) 622-5822 Fax (206) 622--8130 REVISION J 0 B No.: 113188 1" = 40' i � i E i l III f ijj � nn ,dgMR7�� RECTIVEj F 0 20 40 80 EB 21 2014 mow CITY r ENT 1 inch = 40 feet RANN'iNG UIVISIoRI SHEET M O N 0 105TH PLACE SE LOOKING NORTH l 1 1 NTS 105TH PLACE SE LOOKING SOUTH /2\ NTS _ ___._ ______ .t__ �.____ -.. � � `�":- RECEIVE SE 180TH STREET LOOKING WEST 3 SE 180TH STREET LOOKING EAST 4 FEB 212014 NTS NTS CITY OF RENiON � � PLANNING DIVISION DRAWN BY DESIGNED BY TAD SZ/AGC � Consulting Engineers 1601 Fifth Avenue, Suite 1600 Seattle, Washington 98101-3665 (206) 622-5822 Fax (206) 622-8130 VANTAGE POINT RENTON, WASHINGTON SHEET DAYS CAL i-800-424-5555 TWO BEFORE BUSINESS YOU DIG CHECKED BY APPROVED BY SZ/AGC AGC 7 J PHOTOGRAPHS DATE FEBRUARY 7, 2014 SCALE: AS NOTED JOB No.: 113188 N0, DATE BY CHD. APPR. REVISION CITY OF RENTON SHORT PLAT R PORTIO #, LOT I r r 19 FOUND - *+. PLUG O O.,. CASE +` R1, R2 r 00 ci z z z w w W zz 0 COO + \ is t WATER EASEMENT NO. 8503220667 Ap— sear aq w� r•: e FA FOUND MON IN CASE (9/2007) R2 i i I a'• I � � 1 Fat [MOT, No MR Wi k o SCALE: 1 INCH = 100 FT. 1g � i r t 1 t`r��l■■�■��II■1�1�■� r fes+ t + WEST 1/2, S. 32 T. 23 N., R. 05 E., W.M. LU A- 08-137- SH PL LND 20-0550 S86"50'f?5"W 298"t8'S8"E 29 28 �,� � 1 �.. ® -•- --^�""�.-.- -�- 32 i~ 2653.40' 32,A33 WCCS PT ID NO. 2883 HEED FOR POS111ON FOUND 1.5" BRASS DISK DOWN FOUND WCCS PT. ID. N0. 2882 1 .6' IN MON CASE I HELD FOR BASIS OF BEARING R2 FOUND NAIL IN MON CASE SEWER EASEMENT NO. 9103080655 COVERS THE ENTIRE PROPERTY NORTH OF THIS LINE AND SOUTH OF CARR RD. 101N. LINE OF THE SOUTH 400' OF THE NE 1/4 OF THE NE 1/4 f� I 8"09'31" E S 0119'50" W 37.06' 00.15''09'31' E 365.01' ", �'• / c» /I 65.01' 1 �.� _ 220.00' x x I� 88'09 31 El I ota•- v S. LINE OF \ � 0 u► i ! ►� N. 673.9 OF S. 1010.58 a(A WS4 _ l O N p 0 a', tA 1 , N z I I FOUND BRASS DISK I w lit o - ` z 1� , 13011 l WITH PUNCH IN : + 2 `E , 00 w FOUND REBAR WITH 0 i i `� rn CAP "LS 11569' 0 .93' EAST OF UNE v,r"y + c i off. 1 I vo t,+ ++I f o I� g 1 t REBAR J TO BE SET I (TYP.) SEE SHEET 3 50 100 200 ( IN FEET ) 1 inch W 100 ft 0 SET REBAR & CAP, PLS #32506 +45 4' CHAINLINK FENCE MEANDERS ALONG PROPERTY LINE r A- 3) MON CASE (8/2007) r R2 p CL PER BLA 200708229000M z!! S.E. 180TH STREET 50.05' - - --- - �. S 88'09'31" W 692.46' �c 316.52' I I "oo % t 375.94' FOUND "KCPW" BRASS DISK ', I '-o wo �-+ o IN MON CASE (8/2007) " '!� ` 1 o z R2 S27'46 33 E / z 1.�----- I cv z o 22.3$' �Z. ,5 bO z +ui rn woo + cno -S741501�5`� / 10z w oNo 9" 9 ®�2 17 a 280.00 o 0SEWER EASEMENT 7lCi C-2 AL CffrIC NO. 9103080655 I 74&784 SF.* �� / / 1 `° J FEB 2 12u i4� PACIFIC PARK 1412 - 112TH AVENUE NE, STE 102 BELLEVUE, WASHINGTON 98004 425.455.7622 fry OF f',—=, A PLANNING DWN. BYj DATE JOB NO. LR ! 09.14.09 1 WA09.001. M 17 CHKD. BYI SCALE SHEET KM 1"=100' 2 OF 3 CITY OF RENTOJ SHORT PLAT 20. THE APPLICANT HAS THE OPTION TO DEVELOP LOT 2 EITHER UNDER APPLICABLE KING COUNTY DEVELOPMENT REGULATIONS ALLOWING MULTI FAMILY DEVELOPMENT TO WHICH IT IS VESTED OR TO WAIVE THOSE RIGHTS AND DEVELOP UNDER CITY OF RENTON STANDARDS IN EFFECT ON THE DATE OF APPLICATION. IN EITHER CASE, THE APPLICANT SHALL COMPLY WITH THE CITY OF RENTON STANDARDS FOR WHICH THE APPLICANT DOES NOT HAVE VESTED RIGHTS BASED ON ITS SHORT PLAT APPLICATION. IF THE APPLICANT OPTS TO DEVELOP UNDER APPLICABLE KING COUNTY DEVELOPMENT REGULATIONS TO WHICH IT IS VESTED, THE APPLICANT SHALL BE REQUIRED TO COMPLY WITH THE FOLLOWING KING COUNTY DEVELOPMENT REGULATIONS: KING COUNTY LAND USE CODE REQUIREMENTS REGARDING PERMITTED USE (KCC CH. 21A.08), DENSITY AND DIMENSIONS (KCC CH. 21A.12), DEVELOPMENT STANDARDS - DESIGN REQUIREMENTS (KCC CH. 21A.14) AND CRITICAL AREA PROTECTION (KCC CH. 21A.24). IF THE APPLICANT OPTS TO DEVELOP UNDER APPLICABLE KING COUNTY DEVELOPMENT REGULATIONS TO WHICH IT IS VESTED, THE APPLICANT SHALL BE REQUIRED TO COMPLY WITH THE CITY OF RENTON DEVELOPMENT REGULATIONS FOR MITIGATION IMPACT FEES, TRAFFIC CONCURRENCY, ROAD CONSTRUCTION AND SAFETY STANDARDS, STORMWATER DRAINAGE, AND FIRE AND BUILDING CONSTRUCTION, THE APPLICANT SHALL, IN ANY CASE, BE REQUIRED TO PROCESS ANY DEVELOPMENT APPLICATION USING CITY OF RENTON PROCEDURAL RULES. 21. UNDER KING COUNTY MINIMUM DENSITY REQUIREMENTS IN EFFECT AT THE DATE OF THE SHORT PLAT APPLICATION WAS SUBMITTED, THIS SHORT PLAT WOULD BE REQUIRED TO BE DEVELOPED WITH A MINIMUM OF 257 DWELLING UNITS ON A SITE --WIDE BASIS, INCLUDING A MINIMUM OF 48 MULTI -FAMILY UNITS FOR LOT 2. 22. ANY BUILDING/ LAND USE PERMIT FOR LOT 2 SHALL REQUIRE A SIDEWALK TO BE CONSTRUCTED ALONG THE FRONTAGE OF SE 180TH STREET AND 1057H PLACE SE PER THE APPLICABLE CODE PROVISIONS. 23. NO STORM WATER DRAINAGE REVIEW WAS COMPLETED FOR THIS SHORT SUBDIVISION BECAUSE NO NEW IMPERVIOUS SURFACES WERE PROPOSED OR APPROVED AS PART OF THE SHORT PLAT APPLICATION. PRIOR TO ANY GRADING OR BUILDING DEVELOPMENT OR REDEVELOPMENT OF LOT 2, DRAINAGE REVIEW AND APPROVAL OF A STORMWATER DRAINAGE PLAN SHALL BE REQUIRED. 24. TRACT C-1 AND TRACT C-2, UPON THE RECORDING OF THIS SHORT PLAT, SHALL BE DESIGNATED AS CRITICAL AREA TRACTS AND SHALL REMAIN IN KING COUNTY HOUSING AUTHORITY OWNERSHIP. PRIOR TO ANY DEVELOPMENT OF LOT 2, THE CRITICAL AREAS WITHIN TRACT C-2 SHALL BE SURVEYED AND DELINEATED. ANY FUTURE DEVELOPMENT OF LOT 2 SHALL BE SUBJECT TO BUFFER AND OTHER APPLICABLE CRITICAL AREA REQUIREMENTS. A BOUNDARY LINE ADJUSTMENT PROCESS IS REQUIRED TO REVISE THE TRACT OR LOT BOUNDARIES ACCORDINGLY. SHOULD THE TRACT BE ELIMINATED, ALL RESTRICTIONS RELATING TO SAID TRACT SHALL SELF EXTINGUISH AS NOTED IN THE BOUNDARY LINE ADJUSTMENT. 25. TRACT A CONTAINS AN EXISTING BUILDING MANAGED BY THE KING COUNTY HOUSING AUTHORITY FOR COMMUNITY USES. UPON RECORDING, THIS TRACT SHALL REMAIN IN KING COUNTY HOUSING AUTHORITY OWNERSHIP. 26. TRACTS A, C-1 AND C-2 AND ANY INFRASTRUCTURE IMPROVEMENTS LOCATED ON THOSE TRACTS (I.E., UTILITIES, STORMWATER FACILITIES AND/OR RECREATIONAL FACILITIES) SHALL BE MAINTAINED BY THE KING COUNTY HOUSING AUTHORITY, EXCEPT TO THE EXTENT THAT A RECORDED EASEMENT OR OTHER AGREEMENT PROVIDES FOR MAINTENANCE BY A SPECIFIC PUBLIC OR PRIVATE ENTITY. THIS MAINTENANCE OBLIGA11ON SHALL RUN WITH THE LAND AND SHALL BE BINDING ON THE SUCCESSORS AND ASSIGNS OF THE HOUSING AUTHORITY. ?t; (IN FM) 1 inch = 100 ft SEE SHEET 2 RECORDING NO. VOL./PAGE s i ! SCALE: I INCH = 100 FT. i� 0 100 200 NORTHEAST PORTION OF WEST 1/2, S. 32 T.' 23 N., R. 05 E., W.M. RR LUA-08-137-SHPL MATCHLINE (SEE SHEET 2) LND 20-0550 ORIGINAL PARCEL `\ XMW7 3QF'TtJL n.l OO.Od ul o �A39.3A 3t _ 4-46.421, z r, io SEWER EASEMENT L=8i 3A w o ® I / NO. 9103080655 S7gyj '33 Q 04z SEWER EASEMENTC� , w �¢ci N1019 25 E z OCPto NO. 9103080655 9qOD 9°WATER EASEMENT 82'32 No. 8503220667 as°w w U) o N $'30 33" E s' �°��w10 98'S3.18O63 00 Xo80.61' 93.04v 6,90 I a s F o° I 35 ,tisv'osO,y oNk ii4ACr A j° a8 �� G° ops °� 1 a, C Y TRACT ' > S o 2 �o 9, 2 AC 501'26'12"W L4 0 T t ` - - ® 370.39'"4W9 OFt 18.43' / I ' 2.2128 ACt t 1 a `� N $84925" E 380.40' � 10.01 t TOTAL ARF.4eMW SF.* t 1 + 22281 ACt t 1 t 1 I I i Go N tt 11,0 b M ( I 0 0 tos ® v _ r� ao SEWER EASEMENT ; � �® n t NO. 9103080655 t w_* N z t� ' 3: I .'n ® ¢ o �V WATER EASEMENT / / ;v p o ® w o \ NO. 8503220667 / / too a � � Oil, w rn , \ �♦ % ® � �, �i W ® r w I `•- ... i i ` /I80'28'37" E a i S89 -44-31"W (BLA) 14 S89 -29-27"W (C) N. LINE OF THE 93.88' (BLA) I 0 % " .. S. 210' OF SE 1/4 OF 93.70' (C) SE 1/4 OF NW 1/4 S 89'29'27" W 296.52' S s 8d , 1 N 49-38-17- E (BLA) all \� N 26.50'38" E (BLA) N 49'41'07" E (C) G; A�. N 26'53'28" E (C) 54.67' 1' 'b'8» » E ` I COT C-1 56.39' o•g46Z N 89°26'37" E (BLA) \\ ,014 ASF N 89'29'27" E (C) � N 89"26'37"E (BLA) U410\, 20.00' v N 89-2927- E (C)w Lu I ` 80.00' I �\ o o m �% FOUND 1.5" BRASS DISK W/ -X" \\ ® DOWN .5' IN MON CASE N 89'29'27" E �� fv ,cc -4 o uly: 2.15' N. OF CALL. CENTER OF SEC. \ 1.00' N89'26 -37"E (BLA) N89 -29'27"E (C) o (8/20 7) 792.19' (DEED) 792.50' (C) ®� .. _ " r �U asvin b SN ,.. r, o �z N89'26'35"E (DEED) N 8929'27" E (C) . e 176.50' (DEED) 175.97' (C) FEB 21 2�J4 CITY , ..., Pi'nn. CITY OF RENTON SHORT PLAT RENTON, WASHINGTOI -, O KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED, OWNERS OF INTEREST IN THE LAND HEREBY SHORT SUBDIVIDED, DO HEREBY MAKE A SHORT SUBDIVISION THEREOF DECLARE THIS MAP TO BE THE GRAPHIC REPRESENTATION OF THE SAME, AND THAT THE SHORT SUBDIVISION IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE OWNERS. IN S RF WE SET OUR HANDS AND SEALS. DAHME R. WA ON DEPUTY EXECUTIVE DIRECTOR KING COUNTY HOUSING AUTHORITY, A PUBLIC CORPORATION ACKNOEDCMENT STATE OF WASHINGTON ) COUNTY OF KING ) ON THt _ DAY OF 20 PERSONALLY APPEARED TO ME KNOWN TO BE THE DEPUTY DIRECTOR OF THE CORPORATION THAT EXECUTED FOREGOING INSTRUMENT, AND ACKNOWLEDGED THE SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT AND DEED OF SAID CORPORATION, FOR THE USES AND PURPOSES THEREIN MENTIONED, AND AN AN OATH STATED THAT HE/SHE WAS DULY AUTHORIZED TO EXECUTE THE SAID INSTRUMENT AND THAT THE SEAL AFFIXED IS THE CORPORATE SEAL OF SAID CORPORATION. wi- Ax"!!t DANIEL R. WATSON DEPUTY EXECUTIVE DIRECTOR f APO NOTARY PUBLIC IN E STATE ZOF WGT0N l,f NOTARY (PRINT) - MY APPOINTMENT EXPIRES _ DATE RECORDER'S CERTIFICATE .................... FILED FOR RECORD THIS ....... DAY OF ............ 20....... AT ....... M IN BOOK .......... OF ........AT PAGE......... AT THE REQUEST OF ................................... SURVEYOR'S NAME ....................................................................... MANAGER SUPT. OF RECORDS CITY OF RENTON DEPARTMENT OF PUBLIC WORKS EXAMINED AND APPROVED THIS _. DAY OF 20__ ADMINISTRATOR SITE NOTES: BASIS OF BEARING: NAD 83 (1991), WASHINGTON NORTH ZONE COORDINATES. HORIZONTAL DATUM: HELD WASHINGTON COUNCIL OF COUNTY SURVEYORS HORIZONTAL POINTS DESCRIBED BELOW: PT ID 2883 (ALSO KNOWN AS CITY OF RENTON CONTROL REF: 1866): FOUND 1.5" BRASS DISK WITH A SCRIBED X, DOWN :6' IN MON CASE AT THE CENTER OF INTERSECTION OF 108TH AVE SE AND SE 176TH ST. PT ID 2882 (ALSO KNOWN AS CITY OF RENTON CONTROL REF: 2110): FOUND NAIL IN 3"X3" CONCRETE, DOWN .5' IN MON CASE AT THE CENTER OF THE INTERSECTION OF SE 176TH ST AND 116TH AVE SE. ALL GRID COORDINATES WERE SCALED TO GROUND USING A COMBINED SCALE FACTOR OF .9999968444, ALL DISTANCES AND ANGLES ARE GROUND. DATE OF SURVEY SEPTEMBER 13 - 25, 2007 CONVENTIONAL SURVEY EQUIPMENT WAS USED IN THE PERFORMANCE OF THIS SURVEY. ALL EQUIPMENT IS MAINTAINED IN CONFORMANCE WITH CURRENT STATE STATUTE. SURVEY PROCEDURES: FIELD TRAVERSE METHOD MEETS OR EXCEEDS MINIMUM REQUIREMENTS IN ACCORDANCE WITH WAC 332-130-090. THIS SURVEY WAS DONE WITH THE BENEFIT OF THE SHORT PLAT CERTIFICATE ORDER NO. 1244379 ISSUED BY CHICAGO TITLE INSURANCE COMPANY ON JUNE 15, 2009. ADDRESSES: LOT 1: 18100 107TH PLACE SE LOT 2: 17901 105TH PLACE SE SURVEY NOTE: THIS SURVEY WAS MADE TO CREATE LOTS 1 AND 2 BASED ON THE LOCATIONS OF EXISTING IMPROVEMENTS. THE EXTERIOR PROPERTY BOUNDARIES WERE NOT SURVEYED AND NO NEW EXTERIOR CORNERS WILL BE SET. THE TRACT BOUNDARIES WITHIN LOTS 1 AND 2 ARE NOT MONUMENTED AT THIS TIME. LAND SURVEYOR'S CERTIFICATE THIS SHORT PLAT CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE APPROPRIATE STATE AND COUNTY STATUTE AND ORDINANCEI t;........ , 2009. SURVE O "S NAME CERTIFICATE NO....Z............... EXAMINED AND APPROVED THIS ASSESSOR DEPUTY ASSESSOR ACCOUNT NUMBER LEGAL DESCRIPTION DAY OF-----_, 20 --- NORTHEAST PORTION OF WEST 1/2, S. 32 T. 23 N., R. 05 E., W.M. THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THAT PORTION OF THE EAST 430 FEET OF THE SOUTHEAST QUARTER OF SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER, LYING NORTHERLY OF THE SOUTH 210 FEET THEREOF; AND EXCEPT THAT PORTION THEREOF LYING EASTERLY OF THE FOLLOWING DESCRIBED LINE; COMMENCING AT THE SOUTHEAST CORNER OF SAID NORTHWEST QUARTER; THENCE SOUTH 89'26'37" WEST 40.02 FEET TO THE WESTERLY MARGIN OF STATE ROUTE 515; THENCE NORTH 01'26'10" EAST ALONG SAID WESTERLY MARGIN 210.13 FEET TO THE SOUTH LINE OF THE NORTH 269.41 FEET OF THE SOUTH 479.41 FEET OF SAID NORTHWEST QUARTER, BEING THE TRUE POINT OF BEGINNING OF SAID DESCRIBED LINE; THENCE SOUTH 89'44'31" WEST 93.88 FEET; THENCE SOUTH 65'51'56" WEST 51.22 FEET; THENCE SOUTH 89'26'37" WEST 80 FEET; THENCE SOUTH 4938'17' WEST 54.67 FEET; THENCE SOUTH 26'50'38" WEST 56.39 FEET; THENCE SOUTH 8926'37" WEST 20 FEET; THENCE SOUTH 01'26'10" WEST 105 FEET TO THE SOUTH LINE OF SAID NORTHWEST QUARTER AND THE TERMINUS OF SAID LINE; AND EXCEPT THE SOUTH 15 FEET OF THE EAST 430 FEET OF THE NORTHEAST QUARTER OF SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER; AND EXCEPT THAT PORTION THEREOF LYING WITHIN 108TH AVE S.E.; TOGETHER WITH THAT PORTION OF THE SOUTH 400 FEET OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, LYING WESTERLY OF 105TH PLACE S.E.; EXCEPT THE NORTH 37 FEET OF THE WEST 380 FEET OF THE EAST 395 FEET THEREOF; AND TOGETHER WITH THE NORTH 673.90 FEET OF THE SOUTH 1,010.85 FEET OF THE EAST 85 FEET OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THAT PORTION THEREOF LYING WITHIN CARR ROAD; AND TOGETHER WITH THAT PORTION OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID NORTHWEST QUARTER; THENCE SOUTH 89'26'37" WEST 40.02 FEET TO THE WESTERLY MARGIN OF STATE ROUTE 515; THENCE NORTH 01°26'10' EAST ALONG SAID WESTERLY MARGIN 210.13 FEET TO THE SOUTH LINE OF THE NORTH 269.41 FEET OF THE SOUTH 479.41 FEET OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 32; THENCE SOUTH 89'44'31" WEST 93.88 FEET, THENCE SOUTH 65°51'56' WEST 51.22 FEET; THENCE SOUTH 89'26'37" WEST 80 FEET, THENCE SOUTH 49'38'17" WEST 54.67 FEET; THENCE SOUTH 26°50'38" WEST 56.39 FEET; THENCE SOUTH 89°26'37" WEST 20 FEET; THENCE SOUTH 01'26'10" WEST 105 FEET TO THE SOUTH LINE OF SAID NORTHWEST QUARTER; THENCE SOUTH 89'26'37" WEST, ALONG SAID SOUTH LINE, 792.19 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 01'20'07' WEST 176.50 FEET; THENCE SOUTH 89°26'35" WEST 176.50 FEET TO THE EAST LINE OF THE WEST ONE FOOT OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 32; THENCE NORTH 01'20'07" EAST TO THE NORTH LINE OF SAID NORTHEAST QUARTER OF THE SOUTHWEST QUARTER; THENCE EASTERLY ALONG SAID NORTH LINE TO THE TRUE POINT OF BEGINNING. (ALSO KNOWN AS LOT A OF UNRECORDED KING COUNTY BOUNDARY LINE ADJUSTMENT NUMBER S92L0098) PACIFIC PARK 1412 - 112TH AVENUE HE, STE 102 BELLEVUE, WASHINGTON 98004 425.455.7622 LUA-08-137-SHPL LND 20-0550 NOTE: ALSO SUBJECT TO THE FOLLOWING EASEMENTS AS FILED IN KING COUNTY, WASHINGTON: 1. RECORDING NUMBER: 2572153 (A PARTIAL RELEASE OF SAID EASEMENT AS TO A PORTION OF OTHER PROPERTY WAS RECORDED JUNE 30, 1959 UNDER RECORDING NUMBER 5050185) 2. RECORDING NUMBER 2964034 3. RECORDING NUMBER: 3728991 4. RECORDING NUMBER: 3912209 5. RECORDING NUMBER: 4161927 6. RECORDING NUMBER: 5876176 7. RECORDING NUMBER: 71 041 4021 5 8. RECORDING NUMBER: 7305150405 9. RECORDING NUMBER: 8205190702 10. RECORDING NUMBER: 8209270493 11. RECORDING NUMBER: 8209270494 12. RECORDING NUMBER: 8409070698 13. RECORDING NUMBER: 8503220667 14. RECORDING NUMBER: 9103080654 15. RECORDING NUMBER: 9103080655 16. RECORDING NUMBER: 9103080657 17. RECORDING NUMBER: 9103221062 18. RECORDING NUMBER: 91 07091 01 7 19. UNRECORDED KING COUNTY BOUNDARY LINE ADJUSTMENT NO. S 92L0098, AS DISCLOSED BY THE KING COUNTY TAX ASSESSOR'S ROLL. SEE ADDITIONAL NOTES ON PAGE 3. SUBDIVISION GEOMETRY AS SHOWN IN R1 WAS HELD FOR ESTABLISHING THIS SURVEY. (R1) RECORD OF SURVEY FILED UNDER RECORDING NUMBER 20040421900003 (R2) BOUNDARY LINE ADJUSTMENT NO. L07LOO40 FILED UNDER RECORDING NUMBER 20070822900006 (P1) PLAT OF VISTA HILLS FILED IN VOLUME 67 OF PLATS, PAGE 99 (P2) PLAT OF VISTA RIDGE FILED IN VOLUME 159 OF PLATS, PAGE 32 (BLA) UNRECORDED KING COUNTY BOUNDARY LINE ADJUSTMENT NO. S 92LOO98, AS DISCLOSED BY THE KING COUNTY TAX ASSESSOR'S ROLL (BLA1) LOT LINE ADJUSTMENT NO. LLA -0V-4. ,088 FILED UNDER RECORDING NUMBER 890407�POl-' FEB 21 2014 PLANNING DIVISION VANTAGE SHORT YPIAT DWN. BY DATE JOB NO. LR 1 09.14.09 1 WA09.001. M 17 CHKD. BYSHEET I KM 1 OF 3 RAIN GARDEN, SEE CIVIL 1.0)7 SITE BENCH, SEE ARCH. FENCING KEY: 0 --co- CHAINLINK FENCE, SEE CIVIL °G WIRE MESH GUARDRAIL FENCE WIRE MESH GARDEN FENCE SPLIT RAIL NOTES: 1. SEE SHEET L1.3 FOR PLANT SCHEDULE, NOTES AND LANDSCAPE TYPES. 2. SEE SHEET A1.01 FOR SITE DIMENSIONS - - - - - - - - - - - CONC SIDEW. LK BIO-SWALE, SEE CIVIL 4 MIN. 5' TYPE III -7� LANDSCAPE SCREEN A, 4 4 �Ye 7 N-1 MAIN BUILDING ENTRANCE OUTDOOR TABLE AND CHAIRS, N.I.C. 0 ACTIVITY AREA �Ls 1 .0) H n GRASSCRETE EMERGENCY IC4.2 2 NORTH WING J 5 TENANT RAISED PLANTERVEHICLE ACCESS DRIVE LS1.1 • < MULCH GARDEN ACCESS -1 J J AREA, TYP. ; '� 4--111 -71 �4k -..i Jt J7 a J;j j_3 _j -�4 :j, j :-j _j �.j I I L ,_j 1�jl -1 -fl —1 -1. _�j j _j -_�j _-j �L!._j _j __j �j L• _j li J A 7 j L,_j'__j -:j. _-j _:-j -1 L� �_j J:l�j __Jj _.'l' �j L 'i _1I _J I _f V J'J y j r J • I I j --A ,J ---J,. - 3, -i �_j "__j J.:Lj �d o ._�_J_l J LIMIT OF DISTURBANCE 7' oil I IT EXISTING LOT LINE 7 J, PROPOSED NEW LOT LINE/ j APPROX. DRIPLINE OF EXISITNG TREES TO REMAIN t EXISTING LOT LINE AND PROTECTED, SEE CIVIL. EXISTING TREES TO BE PRESERVED SITE - NORTH LANDSCAPE PLAN SCALE: 1 "=20'-0" 0 10 20 40 1 inch = 20 feet U) c4 E (m 0 UJ Cl4.C5 C) m o Cu 0 Co Lu z _j 0 00 CY) (13 < r co Al� 1�kA'U cr) 00 U) STATE OF WASHINGTON REGISTERED - LA SCAPE AR A Ey WEST LICENSE NO. 1313 EXPIRES ON 9-29-14 v j 0 F-- II -- Z (D L.0 < 0 0. C/) LLJ U5 Lij z 0 U Lu Llj LLJ 0 r% U M Lr) C:> C:) < QD DRAWING ISSUE DESIGN DEV. 11/08/13 COORDINATION 01/15/14 SITE PERMIT SET 02/07/14 NO REV DATE DRAWING TITLE LANDSCAPE PLANTING PLAN RF C-FIVED SCALE FEB 21 2014 PLOT DATE: PRINCIPAL: u'ry ov, PLANNING DIVISION PROD. MGR.: AW DRAFTER: CS, HB, AW SHEET NO. L301 NOT FOR C TRUCTION FENCING KEY: — CHAINLINK FENCE, SEE CIVIL —mo- WIRE MESH GUARDRAIL FENCE -0 13 WIRE MESH GARDEN FENCE, SEE L1.0 ---0--- ®- SPLIT RAIL NOTES: 1. SEE SHEET 1-1.3 FOR PLANT SCHEDULE, NOTES AND LANDSCAPE TYPES. 2. SEE SHEET A1.01 FOR SITE DIMENSIONS A 07 N E F- m O U co W rn = cV cuU U N cn (6 Q LQ O LAS f0 Q cu a� a �o z �Q J u U co or _ (B (B J . co (� 00 VJ �_ - STATE OF WASHINGTON REGISTERED SCAPE AR Elm AAy amime-ei �r,�e�e�e-s♦oe♦e-e-e ae♦♦ mw_o.. o♦e��s��_ _ •..�-.♦ooe:e:og�.•3• vo re-e�:.a:e:♦e:e:.:.>e?'w'�!-h' V .. � :: - .�m0.0�♦iT �! ��Ae�i-a♦AOe♦OV' re -Oe: rp��re7�♦e♦e-e♦i�� /J1- ♦e♦� �W� � LG.�,..�w-aw.� �,�.��, .:.�7� . . e�i/,��e-1-ea :.♦�I �V '�' A�•� ��♦ \ . f :: .. :: ®♦4 T OU - ek`ra®e�Ve-i►-e,'etl 1♦ �'R �o y��` .rte.-Oe-IO'1i�:i:� er /r: ,\_" � - - ,- �♦r� � '/. ♦ - .,�. ? •► �, .r, , D-�°se�.♦aev.. ..ri •-si l21 ae- 4� W ; `� ♦ � �- r�a.� �0ira _ - _ - -- � .. � ' . ted„ :�, �q ., ,� • . � . - .�... . ®in:. +ti .�. � -•:;i � _ :�� . �,N7 ; -- • _ Q�, .. t�`i w► .v r. � �� `�� !! ��. .+ice _ T e1e - eoee�ee-e�0 ems.- ♦� dPh ' - ��eiI► y�-/ewe-�,►i!�,up4u�x. .1Q�, wy�- I r rr/ `®. t .N'�i�i �r..o�[�i� ._!�� `• —a^.moi �i a 7-"1 i�I � � ,.. .. �� _.— ,�:.. >. � ..r � :: :: :: �" L��.♦®�'e♦♦ ,�� ♦r ^ �f 1 _ T ��•i�e��e ♦♦ � I♦♦r♦ ♦`. ♦�- , ♦:: - ♦ ♦ it .fir : �, > a .. • ,_ I. � ♦ r .: •V� b- • r �� ♦ ' I AA7v►iF •�. ♦.: >.. p M .. �r�; 11 ♦ a , L1, - w+ _ 1 _,+ A` I41� . iCi.♦ �• 1� v e -e -O . �.*d �:. �"' �, , q`y�V ♦r ♦ ♦ ♦li�a�♦ v �:. .'��' : � O� :::-� -iv �V� • �.w��.R11 .�.,ni ,� I �R �! � . ® � _. . �: ♦dIt � • . 1313 _,. � - ♦ •®e . s • ♦� �.f-i►.,i� .r�Li� '• amu' .`YAT�f�L-4 a.. . �a�>. �.�=.�.Li� ��. .• : . r �)"rI \ r -��W I ..- !I .T / ' •� i ,' .�" �•►\�/tea®ia ® ..` Pere • -.._ :: \..::: }..�� i f...-...�. _ � �� ♦o... � �.,�., :._, _.._ ,_ - _ ON I.Asa.ee: � -r `, . � r �. /� iw. � - � - �.� a '_.. _ _ � Y ', 1. � � _ � �. • - ■may .-A4% 4� \: � '► ♦..w.-.-, , �N+_i+*��.1; ,y _ ..-. .� v �.,. �}.. :: :: +r►.._Il�:hlnnarn.wl!,,1�1.1._ .,, r► ® r/ .� �d ® ! ♦ �J1.wi . moi' .i. - W? ®Iie�.\I! v��.. 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' 1* low,■ ,u. , i■_ •■■ � ■_ii -+ ■o_o �, ■■ice\■\w7 � s■■ � yW,Lo • , p1®i �r� 11'1 ■i.� '� ■■_■i•e. �_•mw*.ALW 6!1A—y •y o ` l�tIf e1 _;- ■:� af�?ti®: ►�eill�------irm3.vi�.L�1._w� fir..._.■■r9�11I�..._�:._...mI!room.. NO I REV I DATE DRAWING TITLE LANDSCAPE PLANTING PLA ,-SAT]VED SCALE: FEB 21 2014 PLOT D 'r x . PRINCIPAL NNING UIvIJiUN AW PROJ. MGR.: AW DRAFTER: CS, HB, AW SHEET N0. QTY. BOTANICAL/COMMON NAME EXISTING TREES TO REMAIN EXISTING TREES TO BE REMOVED LARGE DECIDUOUS TREES ACER RUBRUM 'FRANK JR.'/ REDPOINT MAPLE* I_ TILIA AMERICANA X EUCHLORA 'REDMOND' / REDMOND LINDEN PAROTTIA PERSICA 'VANESSA' / VANESSA IRONWOOD SIZE MIN. 1 3/4" CAL., 10' HT, BALANCED UNIFORM BRANCHING, B&B MIN. 1 3/4" CAL., 10' HT, BALANCED UNIFORM BRANCHING, B&B MIN. 1 3/4" CAL., 10' HT, BALANCED UNIFORM BRANCHING, B&B SMALL DECIDUOUS TREES 1 " CAL., 2 11 ACER CIRCINATUM / VINE MAPLE*-,, MIN. 1 1/2" CAL., MULTI—STEM, BAREROOT 6 TO 7' HT, B&B 1 " CAL., 20 AMELANCHIER GRANDIFLORA 'AUTUMN BRILLIANCE'/ 'AUTUMN MIN. 1 1/2" CAL., 6 TO 7' HT, BRILLIANCE' SERVICEBERRY BALANCED UNIFORM BRANCHING, B&B 2 CERCUS OCCIDENTALIS / WESTERN REDBUD* MIN. 1 1/2" CAL., 6 TO 7' HT, 5' BALANCED UNIFORM BRANCHING, B&B 10 SORBUS AMERICANA 'DWARFCROWN'/ MIN. 1 1/2" CAL., 6 TO 7' HT, RED CASCADE MT. ASH*nn BALANCED UNIFORM BRANCHING, B&B 5 COMMUNITY GARDEN TREES MALUS 'DWARF VARIETY'/ DWARF APPLE o PRUNUS 'DWARF VARIETY'/ DWARF APRICOT PRUNUS 'DWARF VARIETY'/ DWARF CHERRY PYRUS 'DWARF VARIETY'/ DWARF PEAR 101 '�anae� LARGE EVERGREEN TREES 11 PINUS CONTORTA/ SHORE PINE*nn 15 THUJA PLICATA / WESTERN RED CEDAR*nn SMALL EVERGREEN TREES 16 JUNIPERUS VIRGINIANA 'BLUE ARROW' / BLUE ARROW JUNIPER* 26 PINUS SYLVESTRIS FASTIGATA / SCOTCH SENTINEL PINE 59 THUJA OCCIDENTALIS 'DEGROOT'S SPIRE' / DEGROOT'S SPIRE ARBORVITAE MIN. 1 " CAL., 2 TO 5' HT, BAREROOT MIN. 1 " CAL., 2 TO 5' HT. BAREROOT MIN. 1 " CAL., 2 TO 5' HT. BAREROOT MIN. 1 " CAL., 2 TO 5' HT. BAREROOT MIN. 5' HT. B&B MIN. 5' HT. B&B MIN. 5' HT., B&B MIN. 5' HT., B&B MIN. 5' HT., B&B SYM. QTY. BOTANICAL/COMMON NAME SIZE CONT., 24" ORNAMENTAL PLANTING AREAS 3 CANES. MIN. LARGE DECIDUOUS SHRUBS CONT., 69 CORNUS ALBA 'SIBIRICA'/ SIBERIAN DOGWOOD* 0CAS 0 4 COTINUS COGGYGRIA 'GOLDEN SPIRIT' / 0 o 30" GOLDEN SPIRIT SMOKE BUSH* Ho 16 HAMAMELIS X INTERMEDIA 'DIANE'/ CONT., 24-30" WITCHHAZEL HQ 33 HYDRANGEA QUERCIFOLIA/ CONT., 24" OAKLEAF HYDRANGEA 3 CANES. 36 SALIX PURPUREA 'NANA'/ DWARF ARCTIC WILLOW* CONT., 18 VIBURNUM TRILOBUM COMPACTUM 'ALFREDO'/ HT., 4 CANES. SYMPHORICARPOS ALBUS/ SNOWBERRY*nn COMPACT CRANBERRY BUSH* #2 CONT., LARGE EVERGREEN SHRUBS A 82 ARBUTUS UNEDO 'COMPACTA'/ #2 CONT., COMPACT STRAWBERRY BUSH* ASK 11 CAMELLIA SASANQUA 'YULETIDE'/ O 4 YULETIDE CAMELLIA* OSMAREA X BURKWOODII/ OSMAREA* @ 12" O.C. HELICTOTRICHON SEMPERVIRENS/ BLUE OAT GRASS* MIN. #1 CONT. 60 SMALL DECIDUOUS SHRUBS �K 158 CORNUS SERICEA 'KELSEYI'/ KELSEY DOGWOOD* �S 95 CORNUS SANGUINEA 'MIDWINTER FIRE'/ O.C. RED—TWIG DOGWOOD* { 60 ROSA RUGOSA 'WHITE PAVEMENT'/ WHITE PAVEMENT ROSE* MIN. #2 CONT., 24" HT. 3 CANES. MIN. #2 CONT., 30" HT. 3 CANES. MIN. #2 CONT., 30" HT. 4 CANES. MIN. #2 CONT., 24-30" MIN., HT. MIN. #2 CONT., 24" HT. 3 CANES. MIN. #2 CONT., 24-36" KALEIDOSCOPE ABELIA* HT., 4 CANES. MIN. #2 CONT., 30" HT. MIN. #2 CONT., 30" HT. MIN. #2 CONT., 30" HT. MIN. #2 CONT., 6" HT., 3 CANES. MIN. #2 CONT., 24" HT. 3 CANES. MIN. #2 CONT., 24" HT. 5,489 SF WALDENSTEINIA TERNATA / BARREN STRAWBERRY* MIN. #SP4 CONT. @ 12" O.C. 28,200 SF BUFFER/RESTORATION PLANTING AREAS SHRUBS SMALL EVERGREEN SHRUBS i AMELANCHIER ALNIFOLIA 'REGENT'/ 20%, MIN. O 271 ABELIA GRANDIFLORA 'DWARF PINK GLOSSY'/ MIN. #2 CONT., 24" HT. @ 12" O.C. DWARF ABELIA* 40%, MIN. #2 CONT. MIN., 6-9" SPREAD 0 41 ABELIA GRANDIFLORA 'KALEIDOSCOPE'/ MIN. #2 CONT., 24" HT. #2 CONT. KALEIDOSCOPE ABELIA* @ 24" O.C. SYMPHORICARPOS ALBUS/ SNOWBERRY*nn 30%, MIN. #2 CONT., 24-30" 34 ESCALLONIA 'NEWPORT DWARF'/ MIN. #2 CONT., 24" HT. GAULTHERIA SHALLON/ SALAL*°® MIN. NEWPORT DWARF ESCALLONIA* 6-9" SPREAD @ 12" O.C. HELICTOTRICHON SEMPERVIRENS/ BLUE OAT GRASS* MIN. #1 CONT. 60 PRUNUS LAUROCERASUS 'MT. VERNON / MIN. #2 CONT., 24" HT. O.C. MT. VERNON LAUREL* > 0 o 0 (D 56 PRUNUS LAUROCERASUS 'OTTO LUYKEN' / MIN. #2 CONT., 24" HT. 1 OTTO LUYKEN* w • R) 88 RAPHIOLEPIS INDICA 'SNOW MAIDEN' / MIN. #2 CONT., 30" HT. DWARF WHITE HAWTHORN* R° 13 ROSMARINUS OFFICINALIS 'ARP'/ARP ROSEMARY MIN. #2 CONT., 24" HT. 50 9 SALVIA OFFICINALIS /SAGE MIN. #2 CONT., 24" HT. 121 VACCINIUM OVATUM / EVERGREEN HUCKLEBERRY MIN. #2 CONT., 24" HT. ° 24 VACCINIUM 'SUNSHINE BLUE'/ SUNSHINE BLUEBERRY MIN. #2 CONT., 24" HT. 71 VIBURNUM DAVIDII/ DAVID'S VIBURNUM* MIN. #2 CONT., 24" HT. GROUNDCOVER S/P ERENNIALS 18,000 SF ARCTOSTAPHYLOS UVA—URSI/ KINNIKINICK*nn MIN. #SP4 CONT. @ 12" O.C. 4,451 SF BLECHNUM SPICANT/ DEER FERN*-- MIN. #1 CONT., 60%, 12" O.C. POLYSTICHUM MUNITUM/SWORD FERN*nn MIN. #1 CONT., 40%, 24" O.C. 300 SF DIANELLA CAERULEA 'BECCA' / BECCA FLAX LILY* MIN. #1 CONT., 60%, @ 18" O.C. FESTUCA GLAUCA 'ELIJAH BLUE' / BLUE FESCUE* MIN. #1 CONT., 40% @ 18" O.C. 80 HEMEROCALLIS 'STELLA DE ORO' / DAYLILY* MIN. #1 CONT. (D 404 MAHONIA NERVOSA / LOW OREGON GRAPE*-- MIN. #2 CONT. 153 SF THYMUS VULGARIS / COMMON THYME 50%, MIN 4" POT, 12" O.C. CHIVES 50%, MIN 4" POT, 12" O.C. 5,489 SF WALDENSTEINIA TERNATA / BARREN STRAWBERRY* MIN. #SP4 CONT. @ 12" O.C. 28,200 SF BUFFER/RESTORATION PLANTING AREAS SHRUBS i AMELANCHIER ALNIFOLIA 'REGENT'/ 20%, MIN. #2 CONT., 30" HT. REGENT SERVICEBERRY*nn 3 CANES. 8' O.C. @ 12" O.C. GAULTHERIA SHALLON/ SALAL*nn 40%, MIN. #2 CONT. MIN., 6-9" SPREAD TYPHY LATIFOLIA /FROAD—LEAVED CATTAIL* n- @ 12" O.C. MIN. SP4 CONT. @ 24" O.C. POLYSTICHUM MUNITUM/ WESTERN SWORD FERN*nn 30%, MIN. #2 CONT. MIN. @ 24" O.C. SYMPHORICARPOS ALBUS/ SNOWBERRY*nn 30%, MIN. #2 CONT., 24-30" HT., CAREX TESTACEA/ NEW ZEALAND ORANGE SEDGE* 3 CANES. 6' O.C. O.C. GROUNDCOVERS/PERENNIALS FRAGARIA CHILOENSIS/ BEACH STRAWBERRY*nn 50%, MIN. #1 CONT. @ 18" O.C. MAHONIA REPENS / CREEPING MAHONIA*n° 50%, MIN. #1 CONT. @ 18" O.C. RAINGARDEN AND BIOSWALE AREAS i w W W BOTTOM OF STORMWATER CHANNELS CAREX OBNUPTA / SLOUGH SEDGE*-- 60%, MIN. SP4 CONT. @ 12" O.C. JUNCUS ENSIFOLIUS / DAGGER TIP RUSH*^n 20%, MIN. SP4 CONT. @ 12" O.C. TYPHY LATIFOLIA /FROAD—LEAVED CATTAIL* n- 20%, MIN. SP4 CONT. @ 24" O.C. ACCENT PLANTING CL 0 �i CAMASSIA QUAMASH/ COMMON CAMASnn MIN. #1 CONT. @ 18" O.C. LLJ CAREX TESTACEA/ NEW ZEALAND ORANGE SEDGE* MIN. #1 CONT. @ 18" O.C. GAULTHERIA SHALLON/ SALAL*°® MIN. #1 CONT., 6-9" SPREAD @ 12" O.C. HELICTOTRICHON SEMPERVIRENS/ BLUE OAT GRASS* MIN. #1 CONT. @ 24" O.C. i IRIS TENAX/ OREGON IRIS"" MIN. #1 CONT. @ 12" O.C. 1,379 SF P—PATCH PLANTERS GARDEN SOIL MIX W/ 3" COMPOST MULCH 0 8,637 SF GRASSCRETE AREA ECO—LAWN i 8,637 SF STORMWATER POND AREA SEE CIVIL * INDICATES DROUGHT TOLERANT SPECIES. nn INDICATES NATIVE SPECIES. TYPE_ _I LANDSCAPE FULL SCREEN 70-90% EVERGREEN TREES: 1 PER 10 LINEAR FT., MAX. 30' O.C. EVERGREEN SHRUBS: 'I PER 4' LINEAR FT., MAX. 8' O.C. GROUNDCOVER: SPACED FOR FULL COVERAGE WITHIN 3 YEARS. PURSUANT TO K.C.C. 21A.16.090. TYPE II LANDSCAPE FILTERED SCREEN MIN. 50% DECIDUOUS TREES, 30 % EVERGREEN TREES: 1 PER 20 LINEAR FT., MAX. 30' O.C. EVERGREEN SHRUBS: 'I PER 4' LINEAR FT., MAX. 8' O.C. GROUNDCOVER: SPACED FOR FULL COVERAGE WITHIN 3 YEARS. PURSUANT TO K.C.C. 21A.16.090. TYPE III LANDSCAPE SEE-THROUGH SCREEN MIN. 70% DECIDUOUS TREES: 1 PER 25 LINEAR FT., MAX. 30' O.C. EVERGREEN SHRUBS: 1 PER 4' LINEAR FT., MAX. 8' O.C. GROUNDCOVER: SPACED FOR FULL COVERAGE WITHIN 3 YEARS. PURSUANT TO K.C.C. 21A.16.090. PLANTING NOTES 1. CONTRACTOR SHALL BE FAMILIAR WITH LOCATIONS OF ALL ON—SITE UTILITIES PRIOR TO COMMENCING ANY LANDSCAPE WORK. 2. ALL WORK WITHIN CRITICAL ROOT ZONES OF EXISTING TREES SHALL BE IN ACCORDANCE WITH TREE PROTECTION SPECIFICATIONS. 3. FINE GRADE DURING PLANTING OPERATIONS TO MAINTAIN SURFACE DRAINAGE FLOW DIRECTION REQUIREMENTS SHOWN ON GRADING DRAWINGS. 5. ALL PLANTING AREAS SHALL RECEIVE 3-4 INCH DEPTH OF ARBORIST WOODCHIP MULCH, IN ADDITION TO ALL AMENDMENTS. 6. PLANTING PLAN TAKES PRECEDENT WHEN THERE IS A DISCREPANCY BETWEEN PLANT QUANTITIES IN THE PLANT SCHEDULE AND THE PLAN. 7. PLANT ALL SHRUBS AND GROUNDCOVERS 5 FEET CLEAR OF ELECTRICAL METERS. PLACE 4 INCH DEPTH OF ARBORIST WOODCHIP MULCH IN PLACE OF G.C. & SHRUBS IN THESE CONDITIONS. U) N E I— m O U co w M aa) N •� U vii _Q cfl0 w C) ca Q U — �U) z 'Q U > 00 ;n cu Pcri r "' cu 00 (j) STATE OF WASHINGTON REGISTERED �LANDSCAPE ARCHITECT AyllEY WEST LICENSE N0. 1313 EXPIRES ON 9-29-14 DRAWING ISSUE DESIGN DEV. 11/08/13 COORDINATION 01/15114 SITE PERMIT SET 02/07/14 NO REV DATE DRAWING TITLE LANDSCAPE PLANTING SCHEDULE PLOT DATEEEB 2 1 2014 PRINCIPAL: AW CITY PROJ. M FA NNING DlViSIUN AW DRAFTER: CS, HB, AW SHEET NO. 0011,1111111010 •0 aphm i Z> U) i CL 0 ,i LLJ LL] • 0 i Lij >- CL i LLJ.i ui A* rw%■0 c) > 0 o 0 1 w • DRAWING ISSUE DESIGN DEV. 11/08/13 COORDINATION 01/15114 SITE PERMIT SET 02/07/14 NO REV DATE DRAWING TITLE LANDSCAPE PLANTING SCHEDULE PLOT DATEEEB 2 1 2014 PRINCIPAL: AW CITY PROJ. M FA NNING DlViSIUN AW DRAFTER: CS, HB, AW SHEET NO. 0011,1111111010 •0 aphm N1 N2 N3 N4EI I 1 I } I ROOF VENT, 1 TYP. VINYL WINDOWS, TYP. I 2x8 TRIM I � } ME, ME, ,N7E N8EI N9E N 10E N 11 E (N12) M3) M4 MS APPROX. MAX ROOF HEIGHT UNDER KING :QUNTY ZONIN 60' ABOVE AVERAGE FINISHED GRAS 4441-9" I 1 I - — — COMPOSI ON ROOFING, TYP. PROPOSED BLDG HT 435'- 10" I I DOWNSPO�IT , TYP. I I UPPER TOP PLATE 424'- 0" _ NORTH WING EAST ELEVATION SCALE: 1/8" = 1'-0" 0' 4' 8' 16' 24' NN NM NL INK NJ NH NG NF NE ND NC NB NA PROPOSED BLDG -- — — 435' - HO NORTH WING NORTH ELEVATION SCALE: 1/8" = 1'-0" i UPPER TOP PLATE 424'_ 0_v FOURTH FLOOR 415'-0" THIRD FLOOR 405'-0" V SECOND FLOOR /1 395' - 0 FIRST FLOOR 385'- 0" BASEMENT- � 375'- 0" V 0' 4' 8' 16' 24' FOURTH FLOOR y 415'-0" THIRD FLOOR 405'- 0" .•--- OND FLOOR AVG. FIN. GRLDE 384'-9 EXTERIOR MATERIALS LEGEND CEMENTITIOUS LAP SIDING WITH 4" EXPOSURE CEMENTITIOUS LAP SIDING WITH 6" EXPOSURE - GREEN 1 CEMENTITIOUS LAP SIDING WITH 6" EXPOSURE - RED CEMENTITIOUS LAP SIDING WITH 6" EXPOSURE - YELLOW CEMENTITIOUS LAP SIDING WITH 8" EXPOSURE -BROWN ALUMINUM PANEL SIDING I CEMENTITIOUS SHINGLE PANEL 1 FASCIA / WOOD TRIM KEYPLAN SCALE: 1" = 60'-0" .o ~vo .NO o %O u O u. u vii n,0000,� > m �� q ^ _5%0 omo N v) d DRAWING ISSUE DESIGN DEV. 11/08113 COORDINATION 01/15/14 SITE SUBMITTAL 02/10/14 DRAWING TITLE NORTH WING ELEVATIONS RECEIVF FEB 21 20,''; SCALE: indicated PLo�7y OF RENIM `102I10/14 PLANNING DIVISION PRINCIPAL: LT PROD. MGR.: PD DRAFTER: BL, AY, ES SHEET NO A3.04 NOT FOR CONSTRUCTION Z O � Z z ui �- = U) r Q O Q Z Q � � O O � Q w z w Z Lu O O w >-< CL U Z � W ::Dw OU (D = O Q� z Z O _ Q Z r Ise O O � DRAWING ISSUE DESIGN DEV. 11/08113 COORDINATION 01/15/14 SITE SUBMITTAL 02/10/14 DRAWING TITLE NORTH WING ELEVATIONS RECEIVF FEB 21 20,''; SCALE: indicated PLo�7y OF RENIM `102I10/14 PLANNING DIVISION PRINCIPAL: LT PROD. MGR.: PD DRAFTER: BL, AY, ES SHEET NO A3.04 NOT FOR CONSTRUCTION 1 �N W ROOF HATCH COMPOSITION ROOFING, TYP. N3 I T- DOWNSPOUTS, TYP. VINYL WINDOWS, TYP. 2x8 TRIM, TYP. I N2N1 UPPER TOP PLATE 424'- 0" / I FOURTH FI OOR 415'-0" I THIRD FLOOR 4051-011 I SECOND FLOOR F-395' - 0" NORTH WING WEST ELEVATION SCALE: 1/8" = 1'-0" 0' 4' 8' 16' 24' � NORTH WING SOUTH ELEVATION PROPOSED BLDG _ HT 435'- 10" UPPER TOP PLATE 424' - 0" FOURTH_ FLOOR 415'-0" THIRD FLOOR 405' - 0" SECOND FLOOR 395'-0" FIRST FLOOR 385' - 0" _ BASEMENT 375'-0" 0' 4' 8' 16' 24' d�l NE %00 � u oa u V)i.t—a; app T-4 Co00 v > ON or" ro aN vi�;`00 omo� N Ln L1.. -- CEMENTITIOUS LAP SIDING WITH 6" EXPOSURE - YELLOW CEMENTITIOUS LAP SIDING WITH 8" EXPOSURE - BROWN ALUMINUM PANEL SIDING +�iill%1�111�I�111'�I/11' CEMENTITIOUS SHINGLE PANEL imm>tmmm �m�s. FASCIA • n • n - KEYPLAN SCALE: 1"=60'-O" DRAWING ISSUE DESIGN DEV. 11/08/13 COORDINATION 01/15/14 SITE SUBMITTAL 02/10/14 NO REI/ I DATE DRAWING TITLE NORTH WING fflogYms FEB 21 2014 CRY OF RENTON SCALRANNING D,v,slolks indicated PLOT DATE: 02/10/14 PRINCIPAL: LT PROJ. MGR.: PD DRAFTER: BL, AY, ES SHEET NO A3.05 NOT FOR CONSTRUCTION O w }- Q EXTERIOR MATERIALS LEGEND CL U Z � Q J z W CL cW G = U) FIRST FLOOR I"- Q = U 385 - 0" ry �-- Z 0 CEMENTITIOUS OO CD Z Q Q w z w BASEMENT �I � 375' - 0" Z LLF 0 s Q r O d QD CEMENTITIOUS LAP SIDING -- CEMENTITIOUS LAP SIDING WITH 6" EXPOSURE - YELLOW CEMENTITIOUS LAP SIDING WITH 8" EXPOSURE - BROWN ALUMINUM PANEL SIDING +�iill%1�111�I�111'�I/11' CEMENTITIOUS SHINGLE PANEL imm>tmmm �m�s. FASCIA • n • n - KEYPLAN SCALE: 1"=60'-O" DRAWING ISSUE DESIGN DEV. 11/08/13 COORDINATION 01/15/14 SITE SUBMITTAL 02/10/14 NO REI/ I DATE DRAWING TITLE NORTH WING fflogYms FEB 21 2014 CRY OF RENTON SCALRANNING D,v,slolks indicated PLOT DATE: 02/10/14 PRINCIPAL: LT PROJ. MGR.: PD DRAFTER: BL, AY, ES SHEET NO A3.05 NOT FOR CONSTRUCTION O w }- Q EXTERIOR MATERIALS LEGEND CL U J w W CL Z) O> CEMENTITIOUS LAP SIDING � = U � WITH 4" EXPOSURE 0 CEMENTITIOUS Z Q LAP SIDINGO WITH 6" EXPOSURE - GREEN Q r O d QD CEMENTITIOUS LAP SIDING > m [-- WITH WITH 6" EXPOSURE -RED IT— -- CEMENTITIOUS LAP SIDING WITH 6" EXPOSURE - YELLOW CEMENTITIOUS LAP SIDING WITH 8" EXPOSURE - BROWN ALUMINUM PANEL SIDING +�iill%1�111�I�111'�I/11' CEMENTITIOUS SHINGLE PANEL imm>tmmm �m�s. FASCIA • n • n - KEYPLAN SCALE: 1"=60'-O" DRAWING ISSUE DESIGN DEV. 11/08/13 COORDINATION 01/15/14 SITE SUBMITTAL 02/10/14 NO REI/ I DATE DRAWING TITLE NORTH WING fflogYms FEB 21 2014 CRY OF RENTON SCALRANNING D,v,slolks indicated PLOT DATE: 02/10/14 PRINCIPAL: LT PROJ. MGR.: PD DRAFTER: BL, AY, ES SHEET NO A3.05 NOT FOR CONSTRUCTION VINYL WINDOW: TYP. 2x8 TRIM �Qm ol PROPOSED BLDG _ HT 435'- 10" tPA PB CENTRAL LINK NORTH ELEVATION SCALE: 1/8" = 1'-0" o) 0 CENTRAL LINK WEST ELEVATION SCALE: 1/8" = 1'-0" PPER TOP PLATE 424'- 0" FOURTH FLOOR 415'-0" _ THIRD FLOOR 405'- 0" SECOND FLOOR 395'- 0" _ FIRST FLOOR 385'- 0" BASEMENT 375' - 0" 0' 4' 8' 16' 24' PROPOSED BLDG _ HT 435' - 10" UPPER TOP PLATE 424' - 0" FOURTH _FLOOR 415'-0" _ THIRD _FLOOR 405' - 0" _ SECOND FLOOR 395 - 0" _ FIRST FLOOR 385'-0" _ BASEMENT 375'-0" 0' 4' 8' 16' 24' EXTERIOR MATERIALS LEGEND CEMENTITIOUS LAP SIDING WITH 4" EXPOSURE CEMENTITIOUS LAP SIDING WITH 6" EXPOSURE - GREEN CEMENTITIOUS LAP SIDING WITH 6" EXPOSURE - RED CEMENTITIOUS LAP SIDING WITH 6" EXPOSURE - YELLOW CEMENTITIOUS LAP SIDING WITH 8" EXPOSURE - BROWN ALUMINUM PANEL SIDING CEMENTITIOUS SHINGLE PANEL I 4 FASCIA / WOOD TRIM KEYPLAN SCALE: 1" = 60'-0" %0 tl- rvE o � u ov N u J.n CU C) �0000 00 V � ON i a < � N E 0 ii %0 o� ov 64 Ln a LL z LA z 0 L w � F- Z Z Z o z C a 0 DRAWING ISSUE DESIGN DEV. 11/08/13 COORDINATION 01/15/14 SITE SUBMITTAL 02/10/14 NO I REV DATE DRAWING TITLE CENTRAL LINK #pE s .I EB 21 2014 sIGAiTYpp��OF RENTOAs indicated PLOTAVING DIVISION 02/10/14 PRINCIPAL: LT PROJ. MGR.: PD DRAFTER: BL, AY, ES SHEET NO A3.01 NOT FOR CONSTRUCTION Z F-- �O Z z Wco �. �- = F- Q 0 Of Q z Q o (� Q Z W of Z w Z W O� — O tl� Z Qf a' w Q >- CIL Z Of � :D� �W V = O o Q Cr) E-- Lr) _Z Z Q z _o �o Q O Cfl DRAWING ISSUE DESIGN DEV. 11/08/13 COORDINATION 01/15/14 SITE SUBMITTAL 02/10/14 NO I REV DATE DRAWING TITLE CENTRAL LINK #pE s .I EB 21 2014 sIGAiTYpp��OF RENTOAs indicated PLOTAVING DIVISION 02/10/14 PRINCIPAL: LT PROJ. MGR.: PD DRAFTER: BL, AY, ES SHEET NO A3.01 NOT FOR CONSTRUCTION (S14) (S13) (S12) (S 11) I I I I I I I ROOF VENT, TYP. VIN` WIN TYP 2X81 S 01 N S9NI lS8N, I I I I I I S7N, S6N, S5NI I I I I i I I �3 S44 N, I I S3 S2 S1 I I — APPROX. MAX ROOF HEIGHT NDEk KING COUNTY ZONING (0 ABOVE AVERAGE_ FINISHED_GRADE 444' - 9" ROOF HATCH i _ _ I PROPOSED BLDG HT w SC I 12 I 3 SD SE SF SG ROOF HATCH —� SOUTH WING NORTH ELEVATION EXTERIOR MATERIALS LEGEND bUALt: 1/8" = 1'-0" "SHSJ 0' 4' g' 16' CEMENTITIOUS LAP SIDING 24 WITH 4" EXPOSURE CEMENTITIOUS LAP SIDING WITH 6" EXPOSURE - GREEN ;L SM CEMENTITIOUS LAP SIDING WITH 6" EXPOSURE - RED CEMENTITIOUS LAP SIDING PROPOSED BLDG WITH 6" EXPOSURE - YELLOW _ _ HT 435'- 10" CEMENTITIOUS LAP SIDING I _ WITH 8" EXPOSURE - BROWN I ALUMINUM PANEL SIDING _ UPPER TOP PLATE n CEMENTITIOUS ----r- 424' 0SHINGLE PANEL 1L. 12 FASCIA / 3 o WOOD TRIM 3t—— �-- - FOURTH FLOOR -- -- - --- 415'-0" SOUTH WING EAST ELEVATION SLALE: 1/8" = 1'-0" THIRD FLOOR 405' 5'-0" SECOND FLOOR 395' - 0" FIRST FLOOR 385' - 0" 0f 4' 8' 16' 24' KEYPLAN SCALE: 1" = 60'-0" 0 .O NE %O '6 o 0 N U_ v O AW O O W `ON W /r, a IP o m N NknCL r^ z Z z W �. F -- L = U) w F— Q O Qf i� ~ Y Z z W W Z W OY � O o U) -T- CL w }- (u W C� z o O F-- Lr) o Z 2-7 Q Z OO O IT - DRAWING ISSUE DESIGN DEV. COORDINATION SITE SUBMITTAL NO REV 11/08/13 01/15/14 02/10/14 DATE DRAWING TITLE SOUTH WING kVATIONS EEIVED FEB 21 2014 STY OF RENTA Indicated PLOWAAING DIVISION 02/10/14 PRINCIPAL: LT PROJ, MGR.: PD 1 DRAFTER: BL, AY, ES SHEET NO. A3.02 NOT FOR CONSTRUCTION Sl S2 S3 COMP0SfTf0N ROOFING, TYP. DOWNSPOUTS, TYP. VINYL WINDOWS, TYP. uvvo SUNSHADE, TYP. 2x8 TRIM (S4S) iS5S) iS6S) iS7S) iS8Si (S9S) (S 11) (S12) (S13)(S14) ROOF HATCH y y y y y y y I I I ROOF VENT, TYP. WALL VENT, TYP. 12 5" am_ SOUTH WING SOUTH ELEVATION SCALE: 1/8" = V-13" 1 SOUTH WING WEST ELEVATION 42W-0" 0 4 w M r4 r*4 Ln Q. FOURTH FLOOR 41 7- 'j C� * 5y— - O L,J Y Z o= 3: ry THIRD FLOOR 405' - off SECOND FLOOR AIL U) 0 395- 0" �-W Z LLJ FIRSTFLOOR < 0 I r 365� _-0' <Z:) w z W of 41 8' 16' 24' EXTERIOR MATERIALS LEGEND of =) � Z uj- o !�e (n = W CEMENTITIOUS LAP SIDING 0 Lu >_ < WITH 4" EXPOSURE 0. (—) 0— < 2: W CEMENTITIOUS LAP SIDING Uj I :D UJ WITH 6" EXPOSURE - GREEN 0 > (.) 0 (.D 0 CEMENTITIOUS LAP SIDING < L 2-7 WITH 6" EXPOSURE - RED C:) Z < C:) CEMENTITIOUS LAP SIDINGC:) PROPOSED BLDG WITH 6" EXPOSURE - YELLOW HT > < C:) Q0 — r�� ti lqr- 435'- CEMENTITIOUS LAP SIDING WITH 8" EXPOSURE - BROWN C) SUNSHADE, TYP. ALUMINUM PANEL SIDING UPPER TOP PLATE CEMENTITIOUS 424'- 0 SHINGLE PANEL FASCIA WOOD TRIM FOURTH FLOOR -- 415'-0" THIRD FLOOR T 405'- 0"_� SECOND FLOOR 395'- 0" FIRST FLOOR l� 385'- 0"_� BASEMENT 3751 - 0" o' 41 8' 161 24' KEYPLAN SCALE: 1" = 60'-0" DRAWING ISSUE DESIGN DEV. 11/08/13 COORDINATION 01/15/14 SITE SUBMITTAL 02/10/14 NO FREV T_DATE _]l DRAWING TITLE %0 WING ELEVATIONS No SCALE: I-- PLOT DATE: 02/10/14 V� LT PROJ. MGR.: PD r4 r4 E PROPOSED LDG 4 %00 HT Ilb y 0 435'- 10" D 4-J U- uvii't_w 0:..- j 4 " 00 00 (7, C'o' 3�- f -4 UPPER TOP PLATE a; ".9 42W-0" 0 4 w M r4 r*4 Ln Q. FOURTH FLOOR 41 7- 'j C� * 5y— - O L,J Y Z o= 3: ry THIRD FLOOR 405' - off SECOND FLOOR AIL U) 0 395- 0" �-W Z LLJ FIRSTFLOOR < 0 I r 365� _-0' <Z:) w z W of 41 8' 16' 24' EXTERIOR MATERIALS LEGEND of =) � Z uj- o !�e (n = W CEMENTITIOUS LAP SIDING 0 Lu >_ < WITH 4" EXPOSURE 0. (—) 0— < 2: W CEMENTITIOUS LAP SIDING Uj I :D UJ WITH 6" EXPOSURE - GREEN 0 > (.) 0 (.D 0 CEMENTITIOUS LAP SIDING < L 2-7 WITH 6" EXPOSURE - RED C:) Z < C:) CEMENTITIOUS LAP SIDINGC:) PROPOSED BLDG WITH 6" EXPOSURE - YELLOW HT > < C:) Q0 — r�� ti lqr- 435'- CEMENTITIOUS LAP SIDING WITH 8" EXPOSURE - BROWN C) SUNSHADE, TYP. ALUMINUM PANEL SIDING UPPER TOP PLATE CEMENTITIOUS 424'- 0 SHINGLE PANEL FASCIA WOOD TRIM FOURTH FLOOR -- 415'-0" THIRD FLOOR T 405'- 0"_� SECOND FLOOR 395'- 0" FIRST FLOOR l� 385'- 0"_� BASEMENT 3751 - 0" o' 41 8' 161 24' KEYPLAN SCALE: 1" = 60'-0" DRAWING ISSUE DESIGN DEV. 11/08/13 COORDINATION 01/15/14 SITE SUBMITTAL 02/10/14 NO FREV T_DATE _]l DRAWING TITLE SOUTH WING ELEVATIONS SCALE: As indicated PLOT DATE: 02/10/14 PRINCIPAL: LT PROJ. MGR.: PD DRAFTER: BL, AY, ES SHEET NO A3003 NOT FOR CONSTRUCTION e.• ,a : , s, /f r - ... ..... .... _ �-:;,..... ..:. _......._ -_6...- `PERF PuC�� PIPE .—. ... ... . t.. t y -- .. ----; i —. — �_.. ;:, 9 RAIN GARDEN .. _ _ RA�(..!.GARDEN _... _. .,. L � . . .�.. � ,..,� .>TYP�1CB — 802 .. - l f ®` 6 I E 380':40/ 12" IE 380.40 6' » 71+0 FLOW CONTROL STRUCTURE 4' CO T - 4 DSP 0 — 5Q MIN. - IE 79.0 1.0% C OVERFLOW I 12" IE 373.00 (E) OUT C6.2 -- .0 _ CO TG 3.0�' C6.2 STRUCTURE 18" DIP 12 I E 375.73 ... IE- 376.0.... -- RIM 377.00 + p i e � _�� .— --- =— I 2Q.N -- .-._—. ___ SLEEVE STORM DRAINAGE NOTES: 1. HORIZONTAL CONTROL FOR STRUCTURES ADJACENT TO CURB IS PROVIDED BY STATION ONLY. CONTRACTOR SHALL LAY OUT CURBDETERMINE EXACT OFFSET NECESSARY FOR OUTSIDE OF FRAME TO ALIGN WITH FACE OF CURB. HORIZONTAL CONTROL FOR STRUCTURES NOT ADJACENT TO CURB REFERS TO CENTER OF STRUCTURE. 2. TRENCH DRAIN RIM ELEVATIONS SHOWN REFER TO CENTER OF TRENCH DRAIN CATCH BASIN. REFER TO GRADING PLAN AND ALIGNMENT PROFILES FOR REMAINING TRENCH GRATE ELEVATIONS. 3. STORM DRAIN PIPE CROSSING UNDER THE BUILDING SHALL BE INSTALLED THROUGH AN 18" DUCTILE IRON SLEEVE EXTENDING MINIMUM 5' OUTSIDE THE FOOTING SUPPORT. COORDINATE INSTALLATION OF THE SLEEVE WITH STRUCTURE PLANS FOR POTENTIAL MODIFICATION OF THE STRUCTURAL FOOTING. 4. ALL PIPE OUTFALLS SHALL INCLUDE DEBRIS BARRIERS AND 4"-6" QUARRY SPALL OUTFALL PROTECTION, MINIMUM 2' WIDE BY 4' LONG OR TO TOE OF SLOPE WHICHEVER IS GREATER. A '32120 4 `f'Ofy IST �SS10 AL E��Z ."4 - DRAWING - O I � v N W Zo cz LLJ �N -C I.C) — 0 00 0 §r A '32120 4 `f'Ofy IST �SS10 AL E��Z ."4 - DRAWING - DRAWING ISSUE DESIGN DEV. 11/08/13 COORDINATION 01/15/14 NO REV DATE I DRAWING TITLE N DRAT 4 ACE P LAI M UD FEB 2 2014 SCALE S NOTED PLOT DATE: 02/07/14 PRINCIPAL: MAV U PROJ. MGR.: AGC DRAFTER: TAD SHEET N0. 4M% Alft u6mo cc LIJ NOT FOR CONSTRUCTION • LLJ 0 §r 1 ZD ■ _. • 0 • DRAWING ISSUE DESIGN DEV. 11/08/13 COORDINATION 01/15/14 NO REV DATE I DRAWING TITLE N DRAT 4 ACE P LAI M UD FEB 2 2014 SCALE S NOTED PLOT DATE: 02/07/14 PRINCIPAL: MAV U PROJ. MGR.: AGC DRAFTER: TAD SHEET N0. 4M% Alft u6mo cc LIJ NOT FOR CONSTRUCTION M o a KD 0 0 I O N 0 10 20 40 1 inch = 20 feet O QI L2 �"�� C C 4-b � � N O b p �p G. CIS �� of WASE ✓�� <c rn ,0 32120 STFR�� `�SIONALco �� O V L r- LIJ lwm� co �.. of LJJ _.-! ZD Lu O ® C:) DRAWING ISSUE DESIGN DEV. 11/08/13 COORDINATION 01/15/14 NO REV DATE DRAWING TITLE ® RA)AG E SCALE: AS NOTED PLOT DATE: 02/07/14 PRINCIPAL: MAV PROJ. MGR.: AGC DRAFTER: TAD SHEET N0. Co. NOT FOR CONSTRUCTION M 2.9 co co 2f: F - 0 Q Q) P-) cp Z (D J— w U) co 0 (z) 'Z3 co 2f: F - 0 Z (D w U) 0 F - ::D 0 F - co LLJ of ui Z ld o 0 U) = CL Lu >- F- n w Lli 0 c)o > (D Lr) Cr C) DRAWING ISSUE DESIGN DEV. 11/08/13 COORDINATION 01/15/14 I NO I REV I DATE I C:) c\j I rN- 0 DRAWING TITLE G RACE L CD -,AN U) FEB 2 2014 Lu SCALE: AS NOTED 2 PLOT DATE: 02/07/14 :D PRINCIPAL: MAV PROJ. MGR.: AGC 0 DRAFTER: TAD 0 SHEET NO. 04"k U5,0 W NOT FOR 0- CONSTRI Jr.TinN AND WALL DETAILS SWALE AND WALL SECTION 105TH PL SE - SE 180TH ST STA 22+55 TO STA 25+38 SCALE: 1" = 5' �OG. i3F WA NI S��' ,0 32120 �CIST- �SSIONAL�1 Q) i q) .c v c' o lb v � o o, N '. -� h co k4- w� O o p �OG. i3F WA NI S��' ,0 32120 �CIST- �SSIONAL�1 DRAWING ISSUE DESIGN DEV, 11/08/13 COORDINATION 01/15/14 NO REV DATE 0 :U I Q DRAWING TITLE (D G R J .I -N- �G PLAN .«. �'x._.3' $+.sem � `�t�d �•...+T () FEB 2 1 2014 SCALE:-----r7,,,>A;& NOTED PLOT DATE: 02/07/14 PRINCIPAL: MAV C) PROJ. MGR.: AGC ODRAFTER: TAD SHEET NO. u5m I W NOT FOR 0 '. 1'. 0 LLJ 1" — * • o LoA • . DRAWING ISSUE DESIGN DEV, 11/08/13 COORDINATION 01/15/14 NO REV DATE 0 :U I Q DRAWING TITLE (D G R J .I -N- �G PLAN .«. �'x._.3' $+.sem � `�t�d �•...+T () FEB 2 1 2014 SCALE:-----r7,,,>A;& NOTED PLOT DATE: 02/07/14 PRINCIPAL: MAV C) PROJ. MGR.: AGC ODRAFTER: TAD SHEET NO. u5m I W NOT FOR 0 L21 SURFACE FINISH AS NOTED ON PLANS DETECTABLE - MARKING TAPE 331 SECTION LEGEND SECTION LEGEND r. u`0 IU7,, U'�l 1-17 P CONDUIT (3 1/2") 171 171 C CENTURY LINK CONDUIT (41p) S POWER SERVICE S r r T COMICAST CONDUIT (4 CONDUIT (3 2" SAND BACKFILL - PER EARTHWORK SPECS 3' MIN. ADJUST AS NEEDED TO ACCOMMODATE STORM & WATER CROSSING. UTILITIES W/MIN. 6" SEPARATION UNDER OR OVER DUCT BANK BASE SURFACE SUPPORT, TYP. NTS W_ IM EST. M0 77 ...... .... i. ju DSp NOTES: U1 GAS P.O.C. (POINT OF CONNECTION) 8" DIP FIRE SERVICE P.O.C. 4" DIP DOMESTIC WATER SERVICE P.O.C. POWER AND COMMUNICATIONS SERVICES P.O.C. (5) 3 1/2" CONDUITS (4) 3" CONDUITS COMMUNICATION SERVICES P.O.C. (1) 4" CONDUIT (COMCAST) (1) 4" PHONE (CENTURY LINK) 0 15 30 60 1 inch = 30 feet CONTROL DENSITY FILL (CDF) SEPARATOR/SPACER PER UTILITY COMPANY CONSTRUCTION GUIDELINES. (TYP) O6 TRANSFORMER CONCRETE PAD. COORDINATE EXACT LOCATION WITH PUGET SOUNDS ENERGY (PSE) DESIGN PLAN. ALSO COORDINATE THE INSTALLATION AND CONDUITS AND TRANSFORMER. CONDUIT TO TRANSFORMER AND TRANSFORMER UNIT BY PSE. O7 GAS SERVICE BY PSE. CONTRACTOR SHALL TRENCH AND BACKFILL AFTER INSTALLATION OF GAS SERVICE IQ 0 Z CIO LU L? CN Lo Ej I K SN IQ DRAWING ISSUE DESIGN DEV. 11/08/13 COORDINATION 01/15114 NO REV DATE DRAWING TITLE U T I �f-IrTt FEB 21 2014 If y SCALE: -As' NbTED PLOT DATE: 02/07/14 PRINCIPAL: MAV PROJ. MGR.: AGC DRAFTER: TAD SHEET NO. 0 Z LU W < F- 0 F - :z U) LIJ U) LL] 0 U) Lli c) < LLj _j :D LL] ■ 0 > 0 0 CD < z C=) > (3) DRAWING ISSUE DESIGN DEV. 11/08/13 COORDINATION 01/15114 NO REV DATE DRAWING TITLE U T I �f-IrTt FEB 21 2014 If y SCALE: -As' NbTED PLOT DATE: 02/07/14 PRINCIPAL: MAV PROJ. MGR.: AGC DRAFTER: TAD SHEET NO. (P—A ) p r- , S2 S3 S4N S5N k. \ � e FERE RISE ��`� PA , I I I -20 \ 75 S \ / 3'- 5" 33'- 9 1/2" 9'- 10 1/2" CO N0 P 0 P2 TV LOUNGE C1-16 NTR \ � 470 SF -15 P 1 .. 169 / ro LOBBY C1-14 "r I I I 342 SF \ OFFICE\ \ 346 SF— RR PA» S6NS7N SM S9NS1ON (S11) IS 12) I I I I I I I I I I 162'- 6" 25'- 1 1/2" 25' - 0" 24'- 8" 6'- 2 1/2" 4'- 5 1/2"' 23'- 2 1/2" 6'- 9 I I I I I I I II I I 0 — --� — — +-I--- Csm III IIII SL A3.o2 I I I I I I I I I I I I III I I III L -- — — N T I III IIII zo I IIII I N i III _ IIII C` C SK . CSJ ' +s ,* ,0 rt i 1 t < d � COMPACT Ln i • c. II - � 9'-0"TYP < -- — c � -- - --- HC14 F.E...MANAGER'S \ k 141 SF ' S101 STAIR 2 k / � 799 SF EF. o o 39 SF CORRIDOR — CD C1-10 I - SE436 SF I .E_, . — o LOBBY I ' 220 SF CS — ,.., ELEV. 2J I STAIR 1 -- - - oCo bo w I 195 SF _=t- r- n. O }_ UP U I 11 2 31 I 4 5 _ 12 PARKING \ SPACES I I SOUTH GARAGE o C1-07 I ' N 4907 SF I 5' O" MIN 0 7 8 9 10 11 12 11- I co 5'- 0 91-01,IN CL ^w^ MIN. LL 0 0 °° — — -VAN_L__ ADA PARKING \ SIGN - SEE`5/A1.07' - -–STORAGE-- _0_— SG LOBBY C1-01 b� N C1-05 644 SF 207 SF F.E. 1 I k JANITOR -02 -� sE R ELEV. 1 1 6 SF a ELEV MACH C1-04 - M T 51 SF MAINTENANCE CSC C1-03 da 441 SF zo SB ..� — — 0 CV SA � SOUTH WING FIRST FLOOR PLAN SCALE: 0' 4' 8' 16' 24' KEYPLAN SCALE: 1" = 80'-0" DRAWING ISSUE DESIGN DEV. 11/08/13 COORDINATION 01/15/14 SITE SUBMITTAL 02/10/14 FEB 21 20`4 PI ANNING DIVJC)r� NO REV DATE DRAWING TITLE SOUTH WING FIRST FLOOR PLAN SCALE: As indicated PLOT DATE: 02/09/14 PRINCIPAL: LT PROJ. MGR.: PD DRAFTER: BL, AYE ES SHEET N0. A u NOT FOR CONSTRUCTION %0 i sr . ' +s ,* ,0 rt i 1 t < d � MR Ln i • < DRAWING ISSUE DESIGN DEV. 11/08/13 COORDINATION 01/15/14 SITE SUBMITTAL 02/10/14 FEB 21 20`4 PI ANNING DIVJC)r� NO REV DATE DRAWING TITLE SOUTH WING FIRST FLOOR PLAN SCALE: As indicated PLOT DATE: 02/09/14 PRINCIPAL: LT PROJ. MGR.: PD DRAFTER: BL, AYE ES SHEET N0. A u NOT FOR CONSTRUCTION . • < �._ < co uj oo oo � , rte► DRAWING ISSUE DESIGN DEV. 11/08/13 COORDINATION 01/15/14 SITE SUBMITTAL 02/10/14 FEB 21 20`4 PI ANNING DIVJC)r� NO REV DATE DRAWING TITLE SOUTH WING FIRST FLOOR PLAN SCALE: As indicated PLOT DATE: 02/09/14 PRINCIPAL: LT PROJ. MGR.: PD DRAFTER: BL, AYE ES SHEET N0. A u NOT FOR CONSTRUCTION 2) u) :z PLOT DATE: 02/09/14 PRINCIPAL: 0 PROJ. MGR.-. PD zo BL, AY, ES < w U) < < 0 3� < < F- 0. 0 cq F 2: U) Lu LLJ Z LLi o �e < C) F- < Lu J LLJ (D • 0 oo > F- 0 • CD QD • DRAWING ISSUE DESIGN DEV. 11/08/13 COORDINATION 01/15/14 SITE SUBMITTAL 02/10/14 vr. tj FEB 2 1 2014 NO REV DATE DRAWING TITLE SOUTH WING SECOND FLOOR PLAN SCALE: As indicated PLOT DATE: 02/09/14 PRINCIPAL: LT PROJ. MGR.-. PD DRAFTER BL, AY, ES SHEET NO �trIriTTr, i L . r��ilrr r ur rTr yrtr t1r irr�t izf A 1,_i I� r i I "11['11 CtJ, iji ui. 1,V I I 7r IT" A�, T �t�til_irr atria tirrir�'�r I,�t— �Et� i ut a rr ri 1 i 7Ijlr' ,lh- � `r �r II. 3'-5'' 33'-91/2„ ,Il�rrrllrr� nr ". 5 tli 1��,C IIT-' / / a� co S4N S5 9'- 10 1/2" 3'-5 26'-11/2" I I I I 25'- 1 1/2" L On 171'-0" S7N S7S1 SOUTH WINO THIRD FLOOR PLAN SCALE: 1/8" = 1'-0" S8N S9N S10N 6'- 1/2" 4' S8S, IS9S, (S 11) S12) (S 13) (S 14) —2' - 0" I (S 11) (S12) (S13)Z14) 0' 4' 8' 16' 24' KEYPLAN SCALE: 1"=80'-O" S2 S3 S41"I4 S5N S6N S71`4 S8N S9NS10N 171' - 0" 31-511 33- 9 1/2" 9'- 10 1/2" 25'- 1 1/2" 25'- 0" 24'- 8" 23'- 2 1/2" Ile T-1 X", MECH. 2� EQUIP. FL N A3.02,F ROOF ol 111 T I I fl PTAIIR 1 11-77777= G4- FT- IT 71 IT- -0 �F- P� 1 BED TYP. 1 BED TYP. I BED TYP. S401] S403 ROOF IVIECH. EQUIP. & 536 SF DECK 1 540 SF 539 SF FLAT ROOF 2 DN 17:77:1 F 0 R REF. =10: O-J=1[RE:9F m. STATF JALNITC C4-0, 64-02 -F 40S a 1 t .1,A]CID SF Ss4 CORRIDOR RI -n F. F.E. 1169 SF 0 �F L JD -E ELEV. I ELEV. 2 REF.! REF. 00 00 H, 4 Y F .777 u I!TI I ET 11 TSL 1Ll- 3 111 1, J-il F Ii hY I' " mi 2[12-1,€21x1[[l llhb, 11111111 IIllyy[ 1 BED TYP. I BED TYP. 1 BED TYP. Yl -ter X1,2 1 BED SSE 11-7 J� PIi [id p5408 ll�� 11101 111) 1! YI 'y whi y"I'lA I i,Y I? I I PI": ,v,ii I21i2 538 SF 540 SF 540 SF IM 'F2 A -I I zo 1111 [[favi 1 A 582 SF IN I J, I 3- - 5" 26'- 1 1/2" 1 120'- 4 1/2" 25'- 1 1/2" 26- 0" 1 25- - 10" 1 8' -31/2" 1 1 22'- 5" 171'- 0" S3 f% IS4S� lS5S1 IS6S� S7S1 lS8S1 IS9S) V2 S' 3'- 5- 1 SOUTH WING FOURTH FLOOR PLAN SCALE' 1/811=11-011 01 41 81 16' 24' Slt SlZ 1S13) (S141 6'-9" \— , --l/ 6'-6" , - 72Z'- 0 A E Q0 venom02 L7.. Q Ln "t—B 0 O:E tn 00 0 00 0, M < ?: r-4 C14 V1 aly S M L, -Z,- "y 4-J 0 M N 0 a) r14 Ln r -L SL LLJ (I L? LJ ao L'i CV j nSK (Slt ZlZ (S13) (S14) N KEYPLAN SCALE: 1"=80'-O" NO REV 1 DATE —7 DRAWING TITLE SOUTH WING FOURTH FLOOR PLAN SCALE: As indicated PLOT DATE: 02/09/14 PRINCIPAL: LT PROJ. MGR.. PD DRAFTER: BL, AY, ES SHEET NO. A A2,13 NOT FOR CONSTRUCTION 0 Z LJLJ < CL 0 F— (D < :z U) UJ u-, o C.7) M ui >- < LIJ 0 > (D (-)o (D < z C:� C -D VJ FN n DRAWING ISSUE DESIGN DEV. 11/08113 COORDINATION 01/15/14 SITE SUBMITTAL 02/10/14 2014 NO REV 1 DATE —7 DRAWING TITLE SOUTH WING FOURTH FLOOR PLAN SCALE: As indicated PLOT DATE: 02/09/14 PRINCIPAL: LT PROJ. MGR.. PD DRAFTER: BL, AY, ES SHEET NO. A A2,13 NOT FOR CONSTRUCTION M31 M2 I 2'-0" I NB — \-- NA N 2' - 0' M 3� M2 \ Pio (PA \ N8E WE WE �� c WE WE \ I I I I I I I I\ I \ 25'- 1 1/2" 25'- 0" 25'- 1 1/2" 9'- 0 1/4" \ I I I I I I I I I I I I I I I I I I I 0 N Crj Q i-..� I - III \ I - -\ - \ - - - 1 z\- -F - 1 - - - F-- - -T- - - T k\\ 31'- 0 1/2" STORAGE G-12 389 SF ELECTRICAL G-01 539 SF zo - u 25'-U" 25'-0" 125'-0" 1 125'-21/4" 1 10'-103/4" 1 10'-01/4" 206- 6" 4 N11 W N10W N9W o N8W N7W co N6W N5W N4W NORTH GARAGE FLOOR PLAN SCALE: 1/8" = 1'-0" I I 16'- 4 1/4" m 10'-0" 0' 4' 8' 16' 24' m KEYPLAN SCALE: V=80' -O" N 15 N 14 N13i N12 34'- 11 1/2" N11E N10E N9E N8E, N7E N6E 196'- 9" 1 26'-0" 25'- 1 1/2" ISI I��II 1 BED ADA LNE FN109 1 13'-9" 25'- 1 1/2" 25'-0" 613 SIF 0z Lj U) 8_1 C\I- 1 BED TYP. OP N107 541 SIF STOR 00 REF L qlA C_'P -30 175 JD F.E. (o NE 14-1, Co ND TRASH/ RECYCLING 0 REF* 00 0 0 REF 499 SIF L I BED TYP BED TYP. STORA C1-28 w z N108 0CL � 540 SIF 540 SIF 110 SIF U) Q 0 NB N 2'-0"l� � 10'-8" 1 IN IN (N 13) M2 31'-01/2" 25'-0" 25'-0" Nl'IW NlOW (PA �'`��5N E N4E 25'- 1 1/2" 91- 0 1/4" ENTR 9 IRE -RISER � 75 SIF --REST Cl -21 1 90 SIF 25'- 0" 220'- 0 1/2!1 1 AL N9W 25'-0" N8W N7W 25'- 2 1/4" NORTH WING FIRST FLOOR PLAN SCALE: 1/8" = V-0" im 10'- 10 3/4" 10'- 0 1/4" N5W N4W I _T ---- L -------- F__7 ol 41 81 16' 24' 777, rl r-4 E �10 0 u mummm LL. Q 0 !E DO 00 (Co ol C', r,41 WE 401 U_ 0 r,4 Ln F -4 r un r L T LL TV LOUNGE —470 Sf— NJ NH C/) 0 (D < NG > RRIDOR C/) �1F.E.335 S Lo ZD 0 ST IIS 3 L.Li LU Cill t, 9 16 LLi CO U) Lu Cl -'18 c) aF LLJ NC C) > U O < C:) ARTS & CRAFTS CD C-) C-0 595 $F N3 3'- 10 1/2" N2 Nl� KEYPLAN SCALE: V=80' -O" NB DRAWING ISSUE DESIGN DEV. 11108/13 COORDINATION 01115/14 NA SITE SUBMITTAL 02/10/14 J FEB 21 2014 NO REV DATE DRAWING TITLE NORTH WING FIRST FLOOR PLAN SCALE: As indicated PLOT DATE: 02/09/14 PRINCIPAL LT PROJ. MGR.: PD DRAFTER: BL, AY, ES SHEET NO. 'A A2aft I NOT FOR CONSTRUCTION IPB 1 1 2'-0" 8'-8" 2'-0" 31'-0112" 25'-0" 25'-0" 25'-0" 25'-0" 25'-21/4" 10'-103/4" 10'-01/4" 16-41/4" ✓ 10'-0" 3� 101/2 n 220'- 1" M5 M41 IN131MIZ N11W N10W N9W a N6W SCALE: 1/8" = 1'-0" N6W N5W N4W 0' 4' 8' 16' 24' m�lm KEYPLAN SCALE: 1 " = 80'-0" (D DRAWING ISSUE DESIGN DEV. COORDINATION SITE SUBMITTAL z 4 }. FEB 2 2014 v, r' 11/08/13 01/15/14 02/10/14 NO REV DATE DRAWING TITLE NORTH WING SECOND FLOOR FLAN SCALE: As indicated PLOT DATE: 02/09/14 PRINCIPAL: LT PROJ. MGR.: PD DRAFTER: BL, AYE ES SHEET NO U (N15HN141 N131 N12 2' - 2' - (N15HN141 N13� IN121 NORTH WINO THIRD FLOOR PLAN SCALE: 1/8" = 1'-0" O, 4' $, 16' 24' KEYPLAN SCALE: 1" = 80'-0" r (D 0 I N (PA (N 14 (N 1�3J (N� 1/21 N 11 E N 10E N9E N3E N7E N6E T - - --- 187'- 10" 8'-8" 1 2'- 0" 34'- 11 1/2" 1 26'- 0" 1 1125'- 1 1/2" 1 13'- 9" 25'- 1 1/2" 1 1 25' - 0" 1 1 17'- 2" 1 10' - 0 1/4" \ 1 I 8'-8" (N141 IN131 INlZ I I I I I 1 I I I I 25'-0" N1 1W N10W Mm iYl N9W 25'-0" im 25'-0" 1ORTH WING FOURTH FLOOR NlW I I I I u; I I I I (V 7c71 �Tr ": LL T T i , TJ � - - Ilii [t7 IS.,I it 7.iJ[ 71 Li EIE � 1 3 r� r-- � t (7' ED TYP. r 42 SF u', = N MECH. E IT, �- �- FLAT RGO r rr REF. o O N -M �','��` 228 F - - - N m JP, �' Cc F.E. I CC co TAIR CD t C4 05 REF. o o181 SF ELEV. 3 1 1 BED T P. MECH N402pN C4-10 538S 190 SF I � I I I I I (V 25'- 2 1/4" 10'- 10 3/4" 10' - 0 1/4" N6W N6W N4W 0' 41 8' 16' 24' KEYPLAN SCALE: 1"=80'-O"