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UTILITY CONFLICT NOTE: EX. DRAINAGE DITCH --��� LOCATED IN SECTION 24, T23N, R4E, W.M. CAUTION: IE EX 19.61 RENTON, WASHINGTON �---� j --- EX. 28 LF 18"0 THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH \�o �� ADS @ 1.0% EX. W. END OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES „� 18"/21.72 AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. EX. L. 71� 18 j RCP @ 1EL THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800-424-5555 AND THEN POTHOLING ALL OF /\so @ THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY EX. CB RIM EL= 23.64' �QN WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS 18 PVC INV.N.EI__ 19.94 , \ 04c \ ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE 18 PVC INV.E.EL-19.89 /D CONTRACTOR SHALL CONSULT POE ENGINEERING, INC. TO RESOLVE ALL PROPLEMS PRIOR TO 18" RCP INV.W.EL=20.54' �-EX. CJJ�B ��� PROCEEDING WITH CONSTRUCTION. LAMP / CONTROL / / BOX EX. LAMP / INE END 8" PVC EX. CB RIM EL=25.20' % EL. 21.80 18" PVC iNV.N.EL=19.94' POLE 18" PVC INV'.E,EL=19.89' \ -� 5 CONC. 18 PVC INV.E.EL=21.40 /� p� PED. WALK EX. RISER / S 69'31'09" E 11.12' / EX CB RIM 25.51 / IE. 22•31 EX 18 < / / Il w EX FHcq / �' / /a EX WMH TOP=25.82 r� PARCEL A) C / DETENTION 1 POND / NATURA'_ LANDSCAPING (2(,0 SD ' + OF SITE AREA) 1 16,146 SF TOTAL 10, 5'- 0 = 05'34'54 R = 905.37' L = 88.20' EX. EDGE ASPHALT 0 = 01'3656" R = 905.37' L = 25.53' 1GUARDRAIL 1 1SCREENED) • ,� / /i / //j 1 1KLER //ii,'j/j, mom", No, wqmg i %�. ■ GUY ANCHOR_-- � \ TIP. EX SSMH�- RIM=27.46 IE=20.42 p = 59'51'00" Q EX 6" PVC R = 17 5.9 9 ,Q L = 183.84'/ EX UTILITY POLE SITE PLAN, V III i 11 /J 1 NOTE: EXISTING BUILDING IS REQUIRED TO BE SPRINKLERED AS PART OF THE EXPANSION CONSTRUCTION. EXTEND FROM NEW EXPANSION INTO EXISTING BUILDING (PLAN NORTH) EX UTILITY POLE WITH 4" EC DROP DOWN NORTH SIDE FIRE LANE 5 LEGEND DESCRIPTION NEW EXISTING I V) rl FIRE H'(DRANT lc� �1 AC PAVING CONC. SIDEWALK LANDSCAPING PARKING �x EXTRUDED CURB RETAINING WALL D c7 0 1-5 SHEET INDEX SHEET NO. TITLE C1 SITE PLAN C2 WATER & SEWER PLAN C3 STORM DRAINAGE AND GRADING PLAN C4 NOTES & DETAILS C5 T.E.S.C.P. & SECTIONS Al FLOOR PLAN A2 EXTERIOR ELEVATIONS A3 OFFICE FLOOR PLANS A4 REFLECTED CEILING PLAN & DETAILS S1 FOUNDATION PLAN S2 ROOF FRAMING PLAN S3 DETAILS S4 PANEL ELEVATIONS S5 PANEL ELEVATIONS S6 SECOND FLOOR FRAMING PLAN S7 STRUCTURAL NOTES & C ETAILS L1 LANDSCAPE PLAN L2 IRRIGATION PLAN - �— S 66'53'08" W �/-EX FH 15.09' �� 15 LANDSCAPING PROVI ED.: / INTERIOR ..................... ................... .........5,600 SF PERIMETER ................. .................... ............ 17,800 SF NATURAL (@ POND) ................................ 3,600 SF A = 04'30'49" R = 2308.00' L = 181.82' BUILDING HEIGHT: 32'-0" (-) OWNER INFORMATION: VECTRA, LLC ATTN: MR. DENNIS SCHOBER 1400 MONSTER ROAD S.W. RENTON, WA 98055 PH (425) 255-4000 FAX (425) 277-1872 REVISE BUILDING/SITE PER OWNER DESCRIPTION SovTy�FNT FR WE1,00-0 SOUTHCENTER SITE G vr— r-\ r- A 1 T /-\ i I VICINITY MAP 1 "=2400(f) SITE DATA: SITE AREA, . . ... ................................ 3.23 AC, 140,625 SF ZONING....................... .................................. IM OCCUPANCY .... ............. ............................... B, S1, F1 CONSTRUCTION.........................................5N SPRINKLERED SETBACKS (REQUIRED): FRONT....................................................20' ARTERIAL, 15' OTHER SIDE......................................................NON E SIDE STREET.........................................20' ARTERIAL, 15' OTHER REAR......................................................NON E SETBACKS (PROVIDED): NORTH....................................................60' (+) + R.O.W. SOUTH ................... ................................ 25' + R.O.W. EAST.......................................................60: + R.O.W. WEST......................................................60 �+) + + R.O.W. BUILDING AREA: EXISTING................................................10,329 SF + 1,448 SF 2ND FLR EXPANSION... .. .... ............................... _34,354 SF + 4,182 SF 2ND FLR ALLOWABLE BUILDING AREA: BASIC.- . _... ......... .... ............8,000 SF SPRINKLER INCREASE . ................. .300% (1) STORY SETBACK INCREASE ...................... 100% ALLOWABLE AREA ... ............................. 48,000 SF (1) STORY 64,000 SF (2) STORY PERCENT SITE COVERAGE ........................31.8% PARKING REQUIRED: EXISTING EXPANSION OFFICE .......................................... .......... 2,260 SF/300 7,134 SF/300 WHSE/STORAGE...................................3,517 SF/1,500 19,906 SF/1,500 MFG........................................................6,000 SF/1,000 12,000 SF/1,000 TOTAL....................................................65 SPACES PARKING PROVIDED .................................. 68 SPACES (4 H/C, 10 COMPACT) EXIST. PAVED AREA ............... ........ ..... ....18,200 SF TOTAL PAVING / WALKS ...... ....... ....... ..38,196 SF TOTAL IMPERVIOUS ....................................101,079 SF PARCEL NUMBERS: 242304-9037, 242304-9134 DATUM: ELEVATIONS REFER TO CITY OF RENTON DATUM (NAVD 1988) AND ARE BASED ON ELEVATION 19.65, TOP OF MONUMENT IN CASE AT THE INTERSECTION OF OAKESDALE AVENUE SOUTHWEST AND SOUTHWEST 7TH STREET AND LISTED AS BENCHMARK NO. 1854 BENCHMARK SET FOR SITE USE AS FOLLOWS: BENCHMARK NO. 1: TOP OF CHISELED SQUARE IN SOUTHWEST CORNER OF TRAFFIC SIGNAL LIGHT CONCRETE PAD ABUTTING LIGHT POLE PAD, ON WEST SIDE OF RELOCATED MONSTER ROAD, 175 FEET NORTH OF THE INTERSECTION WITH THE FRONTAGE ROAD, ON THE NORTH SIDE OF HIGHWAY 405, ELEV, 25.02 SCHOBER, INC. EXPANSION 1400 MONSTER ROAD S.W. RENTON, WA F• p0 W AS s27060 oof sz- EXPIRES 3/8/2001 DEVELOPMENT Pu NNING CITY OF RENTON 1, 2610 POE Engineering, Inc. RECEIVED CIVIL & STRUCTURAL ENGINEERING/CONSULTING 1314 8th Street N.E., SUITE 102 AUBURN, WASHINGTON 98002 (253) 833-4052 / FAX (253) 833-4053 CITY OF RENTON DEPARTMENT OF PUBLIC WORKS sue- DESIGN : A.F.P. DRAWN G.MO J.R.P. 1 7/10/00 CHECKED: A.F.P. BY IREV. DATE APPROVED: SITE PLAN DATE : JULY 2000 FILE NO: 99-037 SCALE 1"=30' FIELD BOOK: PAGE: DR OF PUBLIC WORKS SHEET: Cl OF: t UTILITY CONFLICT NOTE: CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS $ ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT POE ENGINEERING, INC. TO RESOLVE ALL PROPLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. EX. EDGE OF ASPHALT RELOCATE EX SIGNS - AS REQUIRED S 69'31'09" E 11.12' P rr 0\ �D- (PARCEL A) DETENTION POND / NATURA- LANDSCAPING (2'7 + OF SITE AREA) 16,146 SF TOTAL LOCATED IN SECTION 24, T23N, R4E, W.M. RENTON WASHINGTON LEGEND PROPOSED STORM WATER DISCHARGE �\ DESCRIPTION NEW TO DITCH ON THE WEST SIDE OF FIRE HYDRANT Jet LONGACRES PARKWAY JUST NORTH OF THE INTERSECTION W/ S.W. JACKSON `ONG AC PAVING S 104 EX. EDGE CONC. SIDEWALK LAMP ,- 'glQ�yy ASPHALT CONTROL '—EX. CURB ��i LANDSCAPING I �\ BOX PARKING Ox EX. LAMP POLE EXTRUDED CURB / 5' CONC. RETAINING WALL 10' 5'- EX. RISER 5' PLANTER i i �et�a to .g �?sso, L = 88'49'4621'10'10" " 3 ly R=15' R=352.11 23. 26' L = 130.10, = L EX EP \ � THIS AREA SUBJECT TO: N�EASEMENT GRANTED TO PUGET SOUND POWER & LIGHT COMPANY, FILED F� UNDER RECORDING NUMBER 5861254 �Q EX UP& �QQ GUY ANCHOR } X p�W �� = • = � TYP. Z� = 59'51'00" R = 175.99' L = 183.84' f, (10'X!O' SCREENED) tEXIST GUARDRAIL 0 EX UTILITY POLE) SITE PLAN I 1 "=30' (PLAN NORTH) EX EP 0� R S 34'00'37" E 7.03' S 66'53'08" E 14.10' -Q = O1'06'11" R = 1134.00' L = 21.83'6-1 s EX UTILITY POLE WITH 4" EC DROP DOWN NORTH SIDE FIRE LANE LANDSCAPING PROVIDEC: INTERIOR ............... 4,960 SF PERIMETER... 18,330 SF NATURAL (® POND) .. ........... 3,600 SF BUILDING HEIGHT: 32'-0" �— S 66'53'08" W EX FH 15.09' E A = 04'30'49" R = 2308.00' L = 181.82' NOTE: EXISTING BUILDING IS REQUIRED TO BE SPRINKLERED AS PART OF THE EXPANSION CONSTRUCTION EX 2.5' HIGH CONC. TRAFFIC CONTROL WALL, REMOVE AS NECESSARY OWNER INFORMATION: SCHOBER, INC. ATTN: MR. DENNIS SCHOBER 1400 MONSTER ROAD RENTON, WA 98055 PH (425) 255-4000 FAX (425) 277-1872 DESCRIPTION LPN F. p0�r wAsy���� Z FG STE.�F� SIONA L E�'\ EXPIRES 3/8/1999 VICINITY MAP 1 "=2400(f ) a SITE DATA: SITE AREA................................................3.22 AC, 140,440 SF ZONING ...................................... ......... ........IM OCCUPANCY............................................... B, S1, F1 CONSTRUCTION ...........................................5N SPRINKLERED SETBACKS (REQUIRED): FRONT ..................................... 20' ARTERIAL, 15' OTHER SIDE........................................................NONE SIDE STREE..T.........................................20' ARTERIAL, 151 OTHER REAR......................................................NONE SETBACKS (PROVIDED): NORTH ......................................60; (=1=) +R.O.W. SOUTH....................................................25 + R.O.W. EAST.......................................................60 R.O.W. WEST......................................................60'+ �+�+ + R.O.W. BUILDING AREA: EXISTING ..................... 10,329 SF + 1,448 SF 2ND FLR EXPANSION ................ ................. 31,554 SF + X,XXX SF 2ND FLR ALLOWABLE BUILDING AREA: BASIC _ .... 8,000 SF SPRINKLER INCREASE ............ ............. 300% (1) STORY SETBACK INCREASE 1097. ALLOWABLE AREA.. _ _ ...48,000 SF (1) STORY 64,000 SF (2) STORY PERCENT SITE COVERAGE ..... .....29.0% PARKING REQUIRED: EXISTING EXPANSION OFFICE. - - .........................2,260 SF/300 X,XXX SF/300 WHSE/STORAGE...................................3,517 SF/1,500 X,XXX SF/1,500 MFG ..............................................6,000 SF/1,000 XX,XXX SF/1,000 TOTAL.................................................XX SPACES PARKING PROVIDED... ...........................66 SPACES (3 H/C) EXIST. PAVED AREA.................................18,200 SF TOTAL PAVING /WALKS .........................58,681 SF TOTAL IMPERVIOUS .................................. 100,564 SF PARCEL NUMBER: 2423-04-9037 DATUM: ELEVATIONS REFER TO CITY OF RENTON DATUM (NAND 1988) AND ARE BASED ON ELEVATION 19.65, TOP OF MONUMENT IN CASE AT THE INTERSECTION OF OAKESDALE AVENUE SOUTHWEST AND SOUTHWEST 7TH STREET AND LISTED AS BENCHMARK N0. 1854 BENCHMARK SET FOR SITE USE AS FOLLOWS: BENCHMARK N0. 1; TOP OF CHISELED SQUARE IN SOUTHWEST CORNER OF TRAFFIC SIGNAL LIGHT CONCRETE PAD ABUTTING LIGHT POLE PAD, ON WEST SIDE OF RELOCATED MONSTER ROAD, 175 FEET NORTH OF THE INTERSECTION WITH THE FRONTAGE ROAD, ON THE NORTH SIDE OF HIGHWAY 405, ELEV. 25.02 f SCHOBER, INC. EXPANSION 1400 MONSTER ROAD RENTON, WA � `• POE Engineering, Inc. O �NTp CIVIL & STRUCTURAL ENGINEERING/CONSULTINGcp RENT h ��NG 400 WEST GOWE STREET, SUITE 310 KENT, WASHINGTON 98032 1Ogg (253) 859-5121 / FAX (253) 859-5207 CITY OF RENTON DEPARTMENT OF PUBLIC PORK I SITE PLAN DESIGN A.F.P. DATE : SEPT 1999 FILE N0: 99-037 DRAWN G.MO CHECKED: A.F.P. SCALE : 1"=30' FIELD BOOK: PAGE: BY REV. DATE APPROVED: SHEET: Cl OF: DIRECTOR OF PUBLIC WORKS ItikCl 4 S 1TF-� n� PrN ,2706 p UTILITY CONFLICT NOTE: CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE LOCATED IN SECTION 24, T23N, R4E, W.M. RENTON, WASHINGTON ONGA �S P r4RK�,A Y CONTRACTOR SHALL CONSULT POE ENGINEERING, INC. TO RESOLVE ALL PROPLEMS PRIOR TO /� j� ' • j PROCEEDING WITH CONSTRUCTION. ol 5' CONC. PEDESTRIAN WALK EX EP tK LEGEND DESCRIPTION NEW FIRE HYDRANT A AC PAVING CONC. SIDEWALK LANDSCAPING PARKING Ox EXTRUDED CURB s 0 EXISTING -r� SITE S�UrH���TeR g`NO 405 SOUTHCENTER o• VICINITY MAP RENTON i;GRAA wP� 1=2400(t) . 5' PLANTER • , - S �' � • s LANDSCAPING PROVIDED. SITE DATA: 5 S/W�— tii I INTERIOR ...................... ........................... ..... 5,300 SF SITE AREA ..... _ .......... ........................3.22 AC, 140,440 SF S 04'18'03" E PERIMETER....... .........18,800 SF ZONING_ _ IM (2) STORY OFFICE j c� 14.69 2 NATURAL (@ POND)............................3,600 SF OCCUPANCY B S1 F1 S 66'53'08" E -y CONSTRUCTION ............. .................... 5N SPRINKLERED SETBACKS (REQUIRED): o. ,, O BUILDING HEIGHT: FRONT ..........................._ ......................20' ARTERIAL, 15' OTHER (METRO BARGEE) R = 0134.00,32,_O„ (_) SIDE , NONE a� CONC. STAIR - SIDE STREET ......... . _.......................20 ARTERIAL, 15 OTHER •• & LANDING, _ .•-�- -' RELOCATE EX SIGNS REAR.. .... ..... ._.. ............... _ ...... NONE AS REQUIRED �' '� .. � '. 12'X9' `sv: � SETBACKS (PROVIDED): LIFT �� J., -y NORTH _ . 60 (+) + R.O.W. O� SOUTH.............................................25 + R.O.W. - 10 PLATFORM ® NEW EXPANSION • EAST 60 (+) + R.O.W. r EX POWER F.F. = 30.00 31,675 SF SPRINKLERED 3•/7' o WEST_ . _ .... .45' + + R.O.W. S 41'55'32" E r SWITCH F.F. ;)0.0 TYP. ./- BUILDING AREA: 194.64' r r� F.F. - ; EX.. SHED TO EXISTING ................... . ........... .............. 10,329 SF + 1,448 SF 2ND FLR r 27.0 BE REMOVED EXPANSION _ ......... __. _ .. 31,675 SF + 5,100 SF 2ND FLR 0 = 88'49'46" 0 = 21'10'10" R = 352.11' R = 15' L = 130.10' L = 23.26' THIS AREA SUBJECT TO: EASEMENT GRANTED TO PUGET SOUND POWER & LIGHT COMPANY, FILED UNDER RECORDING NUMBER 5861254 V� EX LP EX UP & GUY ANCHOR 5/1 1/ '19 91 2ND FLR- DOORS TRAFFIC CONTROL RELOCAIL— WALL, REMOVE AS _ EX pew SEX. 2" ,�o RIw ,n� = 59'51'00" R = 175.99' L = 183.84' � EX UTILITY POLE SITE PLAN. 1 "=3C (PLAN NORTH) EX EP 5 '�--- S 34'00'37" E EX WMH 7.03' TOP=25.10 � EX UTILITY POLE WITH 4" EC DROP DOWN NORTH SIDE NOTE; EXISTING BUILDING IS REQUIRED TO BE SPRINKLERED AS PART OF THE EXPANSION CONSTRUCTION - 0 = 04'30'49" R = 2308.00' L = 181.82' OWNER INFORMATION: SCHOBER, INC. ATTN: MR. DENNIS SCHOBER 1400 MONSTER ROAD RENTON, WA 98055 PH (425) 255-4000 FAX (425) 277-1872 DESCRIPTION 2423-04-9037 DATUM: ELEVATIONS REFER TO CITY OF RENTON DATUM (NAVD 1988) AND ARE BASED ON ELEVATION 19.65, TOP OF MONUMENT IN CASE AT THE INTERSECTION OF OAKESDALE AVENUE SOUTHWEST AND SOUTHWEST 7TH STREET AND LISTED AS BENCHMARK NO. 1854 BENCHMARK SET FOR SITE USE AS FOLLOWS: BENCHMARK NO. 1: TOP OF CHISELED SQUARE IN SOUTHWEST CORNER OF TRAFFIC SIGNAL LIGHT CONCRETE PAD ABUTTING LIGHT POLE PAD, ON WEST SIDE OF RELOCATED MONSTER ROAD, 175 FEET NORTH OF THE INTERSECTION WITH THE FRONTAGE ROAD, ON THE NORTH SIDE OF HIGHWAY 405, ELEV. 25.02 CAN rip f, SCHOBER, INC. EXPANSION AUG 1400 MONSTER ROAD 3 RENTON WA ���''`��'�=� POE Engineering, Inc. PN F. po CIVIL & STRUCTURAL ENGINEERING/CONSULTING P�oF WAsy�y 400 WEST GOWE STREET, SUITE 310 KENT, WASHINGTON 98032 N z (253) 859-5121 / FAX (253) 859-5207 27os0 0 �� CITY OF RENTON ss DNA LTA E DEPARTMENT OF PUBLIC WOM EXPIRES 3 8 1999 SITE PLAN DESIGN : A.F.P. DATE : JULY 1998 FILE NO: 96-058 DRAWN : GAO CHECKED: A.F.P. SCALE : 1"=30' FIELD BOOK: PAGE: BY I REV. DATE APPROVED: DIRECTORU L W K SHEET: C1 OF: 3 37 s UTILITY CONFLICT NOTE: LOCATED IN SECTION 24, T23N, R4E, W.M. CAUTION: LEGEND RENTON, WAS H I N GTO N DESCRIPTION NEW EXISTING THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES LONqA FIRE HYDRANT Ak AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. \ CR AC PAVING THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 1-800-424-5555 AND THEN POTHOLING ALL OF PARK� THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY \A Y WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS '� CONC. SIDEWALK ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT POE ENGINEERING, INC. TO RESOLVE ALL PROPLEMS PRIOR TO i LANDSCAPING PROCEEDING WITH CONSTRUCTION. PARKING Qx EXTRUDED CURB — i / 5' CONC. ^ PEDESTRIAN WALK EX EP i /`� o 5' PLANTER / ;,.L� �S \ r'�r. LANDSCAPING PROVIDED: 5 S/W .21 . 0• � �. - ��� >, E INTERIOR . ... ............... ...................... .._ _5,300 SF S O41803 �^ PERIMETER ................................... 18,800 SF �r \ (2) STORY OFFICE 14.69 5 �G NATURAL (® POND) ............................ 3,600 SF 42'X62' S 66 53 08 E -7 14.10' -A o= 01•06'11° BUILDING HEIGHT: (METRO PARCEL) R= 1134.00' 32'-0" (_) & LANDINAIR 1 L = 21.83' 'may P RELOCATE EX SIGNS AS REQUIRED �' / / .; 12'X9' sue: r S 41'55'32" E 194.64' r S 69;31'09" E EX EP�� 11.12 (PARCEL A) DETENTION 10 POND / NATURAL 5' LANDSCAPING (2% SD 1 + OF SITE AREA) ^f I - SSA, G = R 21.1 O'10" = 88'49 46 R = 352.11' \>> L = 23.26' L = 130.10' EX EP THIS AREA SUBJECT TO: EASEMENT GRANTED TO PUGET SOUND S POWER & LIGHT COMPANY, FILED TF� UNDER RECORDING NUMBER 5861254 EX UP & ''04,0 GUY ANCHOR EX POWER F.F. = 30.00 31,675 SF SPRINKLERED 3*/7 .n D EX " a L /W n \ \-EX. 2, = 59,51,00" — R = 175.99' L = 183, 84' EX UTILITY POLE—/ f val SITE PLAN. 1"=30' (PLAN NORTH) Q )-�, FIRE LANE NOTE: EXISTING BUILDING IS REQUIRED TO BE SPRINKLERED AS PART OF THE EXPANSION CONSTRUCTION EXIST. TREES TO BE REMOVED ,.--S 66.53'08" W -EX FH 15.09, EX 2.5' HIGH CONC. 50 0IW TRAFFIC CONTROL WALL, REMOVE AS NECESSARY 0 = 04'30'49" R = 2308.00' L = 181.82' S00 1' RENTON -9� SITE TFR e`vo 405 � D c� L � SOUTHCENTER Cn VICINITY MAP 1"=2400(t) SITE DATA: SITE AREA. ....................... .......................3.22 AC, 140,440 SF ZONING.................. :................... .. ...IM OCCUPANCY.................................... ......... B, S1, F1 CONSTRUCTION...........................................5N SPRINKLERED SETBACKS (REQUIRED): FRONT ............................. ...................... 20' ARTERIAL, 15' OTHER SIDE.....................................................NONE SIDE STREET........................ ..... .......... 20' ARTERIAL, 15' OTHER REAR......................................... ......NONE SETBACKS (PROVIDED): NORTH ................................ ................... 60' (+) + R.O.W. SOUTH ...................... ........... .......... ..25' + R.O.W. EAST.......................................................60: + R.O.W. WEST .................................... ..... .... �+) 45 + + R.O.W. BUILDING AREA: EXISTING ......... _ ........10,329 SF + 1,448 SF 2ND FLR EXPANSION ......................... .......... ... 31,675 SF + 5,100 SF 2ND FLR ALLOWABLE BUILDING AREA: BASIC ..................................... _ _ 8,000 SF SPRINKLER INCREASE ................. 300% (1) STORY SETBACK INCREASE ................ .........100% ALLOWABLE AREA 13,000 SF (i) STORY 64,000 SF (2) STORY PERCENT SITE COVERAGE_ . ............ 29.0% PARKING REQUIRED: EXISTING EXPANSION OFFICE.......... ..... ............ _ .......... 2,260 SF/300 5,208 SF/300 WHSE/STORAGE _ .... .......... 3,517 SF/1,500 6,567 SF/1,500 MFG ... ....... ..... .......... .6,000 SF/1,000 25,000 SF/1,000 TOTAL.._ .................._............. ........64 SPACES PARKING PROVIDED., .. , ...........64 SPACES (3 H/C) EXIST. PAVED AREA ........................... ..18,200 SF TOTAL PAVING..... ..... _ 53,020 SF TOTAL IMPERVIOUS........ ..... ..... 95,854 SF PARCEL NUMBER: 2423-04-9037 DATUM: ELEVATIONS REFER TO CITY OF RENTON DATUM (NAVD 1988) AND ARE BASED ON ELEVATION 19.65, TOP OF MONUMENT IN CASE AT THE INTERSECTION OF OAKESDALE AVENUE SOUTHWEST AND SOUTHWEST 7TH STREET AND LISTED AS BENCHMARK NO. 1854 BENCHMARK SET FOR SITE USE AS FOLLOWS: BENCHMARK NO. 1: TOP OF CHISELED SQUARE IN SOUTHWEST CORNER OF TRAFFIC SIGNAL LIGHT CONCRETE PAD ABUTTING LIGHT POLE PAD, ON WEST SIDE OF RELOCATED MONSTER ROAD, 175 FEET NORTH OF THE INTERSECTION WITH THE FRONTAGE ROAD, ON THE NORTH SIDE OF HIGHWAY 405, ELEV. 25.02 SCHOBER, INC. EXPANSION AUGnS 1, - 1400 MONSTER ROAD nECEIVED RENTON, WA POE Engineering, Inc. . PN o CIVIL &STRUCTURAL ENGINEERING/CONSULTING OWNER INFORMATION. P�oF WAS,y�F 400 WEST GOWE STREET, SUITE 310 SCHOBER, INC. �`� ���, KENT, WASHINGTON 98032 ATTN: MR. DENNIS SCHOBER z (253) 859-5121 / FAX (253) 859-5207 1400 MONSTER ROAD CITY OF RENTON RENTON, WA 98055S�F�/S0�6E� PH (425) 255-4000 S/pNAL DEPARTMENT OF PUBLIC WORKS FAX (425) 277-1872 EXPIRES 3/8/1999 SITE PLAN DESIGN : A.F.P. DATE : JULY 1998 FILE NO: 96-058 DRAWN G.MO CHECKED: A.F.P. SCALE : 1"=30' FIELD BOOK: PAGE: DESCRIPTION BY REV, DATE APPROVED: DIRECTOR PUBLIC L SHEET: Cl OF: 3 UTILITY CONFLICT NOTE: CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT POE ENGINEERING, INC. TO RESOLVE ALL PROPLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. RELOCATE EX SIGNS AS REQUIRED S 41'55'32" E 194.64' c an-zl'nn" r 0= 88'49 46 L' =/- 1 1 v 1 v R = 15' R = 352.11' L = 23.26 L = 130.10' THIS AREA SUBJECT TO: EASEMENT GRANTED TO PUGET SOUND POWER & LIGHT COMPANY, FILED UNDER RECORDING NUMBER 5861254 LA VI M GUY ANCHOR llu LOCATED IN SECTION 24, I L3N, R4E9 fl.M. i rr'ckin RENTON, WASHINGTON � = 59,51,00" R = 175.99' L = 183.84' r tX UTILITY POLE—/ SITE PLAN, 41100� (PLAN NORTLUAW '--- S 34'00'37" E \ 7.03' EX WMH TOP=25.10 S 04*18'03" E 14.69' S 66'53'08" E 14.10' -0 = 01'06'11" R = 1134.00' L = 21.83' EX UTILITY POLE WITH 4" EC DROP DOWN NORTH SIDE NOTE: EXISTING BUILDING IS REQUIRED TO BE SPRINKLERED AS PART OF THE EXPANSION CONSTRUCTION DESCRIPTION NEW EXISTING FIRE HYDRANT fik lc� CONC. SIDEWALK LANDSCAPING PARKING EXTRUDED CURB RENTON v� SITE ® ov�ycfNTF R x 405 G o SOUTHCENTER c� a I.5 LANDSCAPING PROVIDED: INTERIOR........ . ....5,300 SF PERIMETER ....... ........................... ........... ...18,800 SF NATURAL (® POND)...- ....................... ... . 3,600 SF BUILDING HEIGHT: 32'-0" (-) EXIST. TREES TO BE REMOVED 66'53'08" W �- EX FH 15.09' A = 04'30'49" R = 2308.00' L = 181.82' ga•�z2,s�►.Fcp EX 2.5' HIGH CONC. TRAFFIC CONTROL WALL, REMOVE AS NECESSARY OWNER INFORMATION: SCHOBER, INC. ATTN: MR. DENNIS SCHOBER 1400 MONSTER ROAD RENTON, WA 98055 PH (425) 255-4000 FAX (425) 277-1872 DESCRIPTION VICINITY MAP i°=2aoo(f) SITE DATA: SITE AREA..................................................3.22 AC, 140,440 SF ZONING.................... ..... .............. ......... ..... ...IM OCCUPANCY................................................B, S1, F1 CONSTRUCTION...........................................5N SPRINKLERED SETBACKS (REQUIRED): FRONT ..................................... ......... ..... 20' ARTERIAL, 15, OTHER SIDE........................................... .. NONE SIDE STREE..T.........................................20' ARTERIAL, 15' OTHER REAR....................................................NONE SETBACKS (PROVIDED): NORTH ...................... ...... ...................... 60' (+) + R.O.W. SOUTH................................ ................... 25' + R.O.W. EAST .......................................... ..... ...... 60; (+) + R.O.W. WEST ........................................ .45 (+) + R.O.W. BUILDING AREA: EXISTING................................................10,329 SF + 1,448 SF 2ND FLR EXPANSION............................................31,675 SF + 5,100 SF 2ND FLR ALLOWABLE BUILDING AREA: BASIC................................................. 8,000 SF SPRINKLER INCREASE ............ 1 ... 300% (1) STORY SETBACK INCREASE....... ....... ... ...... .1007, ALLOWABLE AREA ........... ............ 48,000 SF (1) STORY 64,000 SF (2) STORY PERCENT SITE COVERAGE .......................29.0% PARKING REQUIRED: EXISTING EXPANSION OFFICE ............................ ........................ 2,260 SF/300 5,208 SF/300 WHSE/STORAGE........... ...................... .3,517 SF/1,500 6,567 SF/1,500 MFG....................................................... .6,000 SF/1,000 25,000 SF/1,000 TOTAL....................................................64 SPACES PARKING PROVIDED....................................64 SPACES (3 H/C) EXIST. PAVED AREA ............................. .... 18,200 SF TOTAL PAVING............................................53,020 SF TOTAL IMPERVIOUS .................................. 95,854 SF PARCEL NUMBER: 2423-04-9037 DATUM: ELEVATIONS REFER TO CITY OF RENTON DATUM (NAVD 1988) AND ARE BASED ON ELEVA11ON 19.65, TOP OF MONUMENT IN CASE AT THE INTERSECTION OF OAKESDALE AVENUE SOUTHWEST AND SOUTHWEST 7TH STREET AND LISTED AS BENCHMARK NO. 1854 BENCHMARK SET FOR SITE USE AS FOLLOWS: BENCHMARK NO. 1: TOP OF CHISELED SQUARE IN SOUTHWEST CORNER OF TRAFFIC SIGNAL LIGHT CONCRETE PAD ABUTTING LIGHT POLE PAD, ON WEST SIDE OF RELOCATED MONSTER ROAD, 175 FEET NORTH OF THE INTERSECTION WITH THE FRONTAGE ROAD, ON THE NORTH SIDE OF HIGHWAY 405, ELEV. 25.02 SCHOBER, INC. EXPANSION 1400 MONSTER ROAD RENTON, WA POE Engineering, Inc. PN F. p0 CIVIL & STRUCTURAL ENGINEERING/CONSULTING P�oE WAS ,S,400 WEST GOWE STREET, SUITE 310 N c�z KENT, WASHINGTON 98032 (253) 859-5121 / FAX (253) 859-5207 27os0 0 �� CITY OF RENTON S�ONA L E DEPARTMM OF PUBLIC WORKS EXPIRES 3/8/1999 SITE P LA N DESIGN : A.F.P. DATE : JULY 1998 FILE NO: 96-058 DRAWN : G.MO CHECKED: A.F.P. SCALE : 1"=30' FIELD BOOK: PAGE: BY REV. DATE APPROVED: SHEET: Cl OF: 3 DIRECTORu WORKS UTILITY CONFLICT NOTE: EX. DRAINAGE DITCH LOCATED IN SECTION 24, T23N, R4E, W.M. IE EX 19.61 CAUTION: RENTON, WASHINGTON EX. 28 LF 18"0 �� EX. 69 LF 18"0 THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH ADS @ 1.0% `s�� RCP @ 1.71% --EX. W, END OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES �6 18" RCP IE(EX AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. ( CB RIM EL= 23,64 EX 18" PVC N -19.94 / � � 4' EL 21.72 THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800-424-5555 AND THEN POTHOLING ALL OF )- THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY IE(EX 18" PVC E)=19.89 EX. 18 S� ON�4 WHETHER OR NOT CONFLIC-S EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS IE(EX 18" RCP W)=20.54 C��s ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE EX. p4 L LAMP CONTROL i � ,.�. CONTRACTOR SHALL CONSULT POE ENGINEERING, INC. TO RESOLVE ALL PROPLEMS PRIOR TO gpX CURB/ ,qY PROCEEDING WITH CONSTRUCTION. EX. LAMP POLE �' 5' CONC. „ EX. CB RIM EL=25.20 IE(EX 18" PVC N)=19.94 EX. VAULT PEDESTRIAN NE END 8 IE(EX 18" PVC E)=19.89 / WALK PVC EL. 21.80 IE(EX 18" PVC E)=21.40 5 NEW TAPS FOR EX. RISER/ HYDRANT & BUILDING WATER SUPPLY ✓ ��h i EX. EDGE ASPHALT EX. GUARD J RAIL EX. FH 5' PLANTER EX. CB RIM EL=26.13 EX. VAULT 1 5 S/W \ R an 27.0 BE REMOVED DDCV THIS AREA SUBJECT TO: EX CONIC SPRINKLER CONIC. STAIR EASEMENT GRANTED TO PUGET SOUND SLAB & RISER POWER & LIGHT COMPANY, FILED & LANDINg, MAP MAIN 1 --------------- EMMA, NO lo EXIST. TREES TO BE REMOVED 0 = 04'30'49" R = 2308.00' L = 181.82' S 66'5SO8" W EX FH 15'09' \--- EX 2.5 HIGH CONC. TRAFFIC CONTROL WALL, REMOVE AS NECESSARY LEGEND DESCRIPTION NEW EXISTING STORM SEWER - SD SANITARY SEWER SS WATER W - W SEWER MANHOLE O FIRE HYDRANT 0 WATER VALVE N CATCH BASIN ❑ AC PAVING CONC. SIDEWALK LANDSCAPING L� EXTRUDED CURB SPOT ELEVATION xX.XX EX8"PVC EX12"W \ 1 R EX UP & .q ..EX D/W _ ' .� 5, S 34'00'37" E GUY ANCHOR O S,� Cam- _ �- _ -_ 7.03' -_- - EX WMH SCHOBER, INC. EXPANSION EX. 2" �� O I� TOP=25.10 �" EX UTILITY POLE 1400 MONSTER ROAD EX SSMH �� 5� WITH 4" EC DROP4 RENTON, WA RIM 27.46 N DOWN NORTH SIDE IF(B N)=20.42 POE Engineering, Inc. IE(8" E)=20.52 \ \ N F. pF CIVIL & STRUCTURAL ENGINEERING/CONSULT wAsy EX 6" PVC ' 0 = 59'51'00' 400 WEST GOWE STREET, SUITE 310 P� of TO BE REMOVED, R = 175.99, \'°` �`� /��, KENT, WASHINGTON 98032 REPLACE W/ L = 183.84'/ N Z (253) 859-5121 / FAX (253) 859-5207 72 LF 8"0 PVC SDR-35 @ 0.40% , 27060 0 CITY OF RENT EX UTILITY POLE Folev; Z� ��• SEWER & WATER PLAN 1 "=30' * SEE TESC PLAN, SHEET C4, FOR EXISTING TOPOGRAPHY (PLAN NORTH) UTILITY CONFLICT NOTE: EX. DRAINAGE DITCH LOCATED IN SECTION 24, T23N, R4E, W.M. CAUTION. IE EX 19.61 RENTON, WASHINGTON EX. 28 LF 18"0 EX. 69 LF 18"0 LEGEND THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH ADS @ 1.0% s� RCP @ 1.71 EX. W. END DESCRIPTION NEW EXISTING OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES EX. AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. EX, CB RIM EL= 23.64 RCP STORM SEWER SD — — —SD— — THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800-424-5555 AND THEN POTHOLING ALL OF IE(EX 18" PVC N)=19.94 / �� b NEW CB EL 21.72 IE EX 18 PVC E -19.89 . S� RIM - �0/j/ SANITARY SEWER ss - -SS- — THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY ( )- EX. 18 G,Q WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS IE(EX 18" RCP W)=20.54 IE = 21.40 C\ EX. EDGE WATER �v ---W - - j ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE EX. / S /0 ASPHALT SEWER MANHOLE CONTRACTOR SHALL CONSULT POE ENGINEERING, INC. TO RESOLVE ALL PROPLEMS PRIOR TO LAMP CONTROL CURB/ / '�%GI� PROCEEDING WITH CONSTRUCTION. BOX o/ t qY FIRE HYDRANT ;,.. EX. LAMP / IE 21.72 POLE / ,b WATER VALVE r ¢ D4 CATCH BASIN ■ ❑ / 5' CONC. EX. VAULT PEDESTRIANS NE END 8„ EX. CB RIM EL=25.20 , WALK PVC EL. 21.80 0 �� -- AC PAVING IE(EX 18 PVC N)==19.94 / . •.: `� \ IE(EX 18" PVC E)==19.89 / /=i �'S1 CONC. SIDEWALK IE(EX 18" PVC E)=21.40 EX. RISER EX. GUARD / / i F, RAIL LANDSCAPING 240 LF @ 0.507. EXTRUDED CURB SPOT ELEVATION XX.XX EX. FH- _ EX. VAULT �5' PLANTER EX. CB RIM EL=26.13 �� 5 S/W IE(EX 18PVC N)=21.28 \ r'�. �`��` �tii XX S 04'18103" E IE(EX 18 PVC S)=21.08 / 'k o�y� s_�X (2) STORY OFFICE X 14.69' / G NEW CB ��,� �� � 42 X62 +�' S 66;5SO8" E -y RIM / �c'�� �F� ��. X 14.10 IE = 22.60 / / \� o. = 01'06'11 TRO PARCEL" _ E � - EX. EDGE OF ASPHALT RELOCATE EX SIGNS / ,P AS REQUIRED FX. VAULT , / 4 10 LF @ 0.:) r S 41'55'32" E 194.64' HIS AREA SUBJECT TO: T � moo• � EASEMENT GRANTED TO PU FIT SOUND / �� 22.84 9' Oo LIFT PROVIDE LIFT PLATFORM @NEW EXPANSION EX.. SHED TO 27.0 BE REMOVED \,EX CONIC Sol:/SLAB & & LANDING FINE EX CB ---------------------- LLJ "'� K14s, EX 18" 100 .82 STORAGE VOLUME �\-LIMITS OF CONTROL MANHOLE / 'JItl -s'�=--1 R / RIM = EX UP & � \G\ _ EX D/W �; ' • ' � IE=23.82 q0 GUY ANCHOR SEX. 2" i EX SSMH RIM=27.46 IE=20.42 0 = 59*51,00" EX 6" PVC R = 175.99' L = 183.84/ EX UTILITY POLE-j STORM DRAINAGE & GRADING PLAN. 1 "=30' * SEE TESC PLAN, SHEET C4, FOR EXISTING TOPOGRAPHY "FQ S is'i�uliai FIRE LANE EXIST. TREES TO BE REMOVED % S 66'53'08" W EX Fri 15.09' i ----EX 2.5' HIGH CONC. �� 0I TRAFFIC CONTROL WALL, REMOVE AS NECESSARY L _ 04'30'49" EX EP R 2308.00' L = 181, 82' i R S 34'00'37" E 7.03' SCHOBER, INC. EXPANSION..A�.'` r 1 1. EX WMH ? ., �„� TOP=25.10 1400 MONSTER ROAD EX UTILITY POLE '- WITH 4" EC DROP RENTON, WA DOWN NORTH SIDE (PLAN NORTH) POE Engineering, Inc. PN F. po CIVIL & STRUCTURAL ENGINEERING/CONSULTING P�oF WAS,,/ 400 WEST GOWE STREET, SUITE 310 KENT, WASHINGTON 98032 (253) 859-5121 / FAX (253) 859-5207 27060 0 �� CITY OF RENTON FSS�NALT-E'\� DEPARTMENT OF PUBLIC WORKS EXPIRES 3/8/1999 STORM DRAINAGE & GRADING PLAN DESIGN A.F.P. DRAWN G.MO DATE JULY 1998 FILE N0: 96-058 CHECKED: A.F.P. SCALE : 1 "=30' FIELD BOOK: PAGE: DESCRI'T!ON BY REV. DATE APPROVED: SHEET:_ C2 OF: 3 DIRECTOR OF PUBLIC WORKS o •y �P� � \ 7x .+ � \ o LOCATED IN SECTION 24, T23N, R4E, W.M. 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EXPANSION VARIANCE Je 1400 MONSTER ROAD N RENTON, WA l > POE Engineering, Inc. jr`,� / G GUe�ra nd N F. p 6 o PAP Lie CIVIL & STRUCTURAL ENGINEERING/CONSULTING WAS o a �oF yiy 400 WEST GOWE STREET, SUITE 310 �p KENT, WASHINGTON 98032 RECE s - z (206) 859-5121 / FAX (206) 859-5207 1� 27060 o �� CITY OF RENTON L E DEPARTMENT OF PUBLIC wnuvoe NEIGHBORHOOD DETAIL MAP 0 �c--7 / c7 zz EXPIRES 3 8 1997 NEIGHBORHOOD DETAIL MAP 00' DESCRIPTI')N BY I REV. (DATE DESIGN : DRAWN—:—G.MO CHECKED: AFP APPROVED: DATE : MARCH 1997 FILE NO: 96-058 SCALE : 1 =100' FIELD BOOK: PAGE: nn nr nl in in wnnvc SHEET: i OF: I I W U Q V) 6 w m 9 0 I CV 0 i 0 I 0 I d- N w U Q a- 0 w TA no FLOOR PLAN NOTES 1. OFFICE AREA IS TO BE HEATED AND AIR CONDITIONED PER OWNER REQUIREMENTS. SYSTEM TO BE BIDDER DESIGNED. ENERGY CALCULATIONS AS REQUIRED BY THE CITY OF RENTON SHALL BE PROVIDED BY THE HVAC CONTRACTOR SHOWING COMPLIANCE W/ THE CURRENT WASHINGTON STATE NON RESIDENTIAL ENERGY CODE 1994 FIRST EDITION OR AS REQUIRED BY THE CITY OF AUBURN. PERIMETER WALLS SHALL BE FURRED & INSULATED WITH R-13 INSULATION. VAPOR RETARDER SHALL BE PLACED OVER THE WARM SIDE (IN WINTER) OF INSULATION. WHERE "FACED" INSULATION IS USED WITH WOOD STUD FURRING, INSULATION SHALL BE FACE STAPLED. VAPOR RETARDER SHALL BE A LAYER OF LOW MOISTURE TRANSMISSIVITY MATERIAL OF NOT MORE THAN 1.0 PERM DRY CUP. 2. WAREHOUSE/STORAGE MFG AREAS ARE TO BE HEATED PER OWNER REQUIREMENTS AS SEMI -HEATED SPACE (8 BTU/SF), SYSTEM TO BE BIDDER DESIGNED. ENERGY CALCULATIONS AS REQUIRED BY THE CITY OF RENTON SHALL BE PROVIDED BY THE HVAC CONTRACTOR SHOWING COMPLIANCE W/ THE CURRENT WASHINGTON STATE ENERGY CODE OR AS REQUIRED BY THE CITY OF RENTON. PERIMETER WALLS TO BE UNINSULATED (SEMI -HEATED SPACE). GAS SUPPLY PIPING TO PROVIDE FOR FULLY HEATED SPACE IN FUTURE (SIZE ALL GAS LINES ACCORDINGLY). 3. SLAB AT THE ENTIRE BUILDING PERIMETER SHALL BE UNINSULATED. THE ENTIRE ROOF SHALL BE INSULATED WITH R-11 INSULATION (MINIMUM, VERIFY W/ DEVELOPER/OWNER); EXCEPT ABOVE OFFICE AREAS PROVIDE R-21 INSULATION. CONTRACTOR TO PROVIDE MFG DATA ON INSULATING SYSTEM DESIGN TO PREVENT MOISTURE BUILD UP (PERFORATED, ETC.) D4. PLUMBING AND ELECTRICAL SYSTEMS TO BE BIDDER DESIGNED, PLUMBING AND ELECTRICAL SYSTEMS (INCLUDING INTERIOR & EXTERIOR LIGHTING 2 FIXTURES) PER OWNER REQUIREMENTS. ENERGY CALCULATIONS AS REQUIRED BY THE CITY OF RENTON SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR SHOWING COMPLIANCE W/ THE CURRENT WASHINGTON STATE ENERGY CODE OR AS REQUIRED BY THE CITY OF RENTON. 5. ALL FINISHES (INTERIOR AND EXTERIOR), DOOR TYPES, TRIM, ETC.; PER OWNER REQUIREMENTS, 6. PROVIDE DOWNSPOUTS PER ELEVATIONS AND STORM DRAINAGE PLANS TYPICAL DOWNSPOUT SHALL BE 4" DIAMETER PVC, PAINT TO MATCH BUILDING. SCUPPERS SHALL HAVE 6"X9" OPENING (MIN.) AND 5"x7Y2" (MIN.) OVERFLOW. 7. ROOFING TO BE 3 PLY CLASS B BUILT-UP W/ MINERAL CAP SHEET OR TORCH DOWN PER OWNER REQUIREMENTS (4 PSF MAX. DEAD LOAD) WITH Y4" PER FOOT SLOPE. VERIFY ROOFING TYPE W/ OWNER SPECIFICATION. 8. REVEALS SHALL BE PLACED PER BUILDING ELEVATIONS. REVEAL DDEPTH SHALL NOT EXCEED Y," NET. 9. UNDER SLAB SEWER & WATER PER OWNER REQUIREMENTS, VERIFY W/ 3 OWNER PRIOR TO SLAB CONSTRUCTION. 10. PROVIDE PORTABLE FIRE EXTINGUISHERS (2A10BC OR BETTER); (1) FOR EVERY 3,000 SF OF BUILDING FLOOR AREA OR 75' OF TRAVEL DISTANCE. 11. ALL EXITS TO THE EXTERIOR OF THE BUILDING SHALL BE ILLUMINATED ANDSIGNED PER 1994 UBC SECTIONS 1012 & 1013. THESE EXITS ARE DENOTED BY (V) ON THE PLAN. 12. EXTERIOR DOOR LOCKS SHALL COMPLY W/ SECTION 1004.3 OF THE 1994 UBC W/ MOUNTING HEIGHTS PER SECTION 1106.3.2 13. OUTLETS, SWITCHES, PHONE JACKS, TO BE COORDINATED WITH OWNER. 14. HOSE BIBS ® BUILDING PERIMETER PER OWNER REQUIREMENTS. 15. HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERATING DEVICES ON DOORS, WINDOWS, CABINETS, PLUMBING FIXTURES, AND STORAGE FACILITIES, SHALL HAVE A LEVER OR OTHER SHAPE WHICH WILL PERMIT OPERATION BY WRIST OR ARM PRESSURE AND WHICH DOES NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING TO OPERATE. UBC SEC. 1106.3.1. 16. SPRINKLER CONTRACTOR SHALL COORDINATE SMALL HOSE CONNECTIONS 7,1 I HC CITY OF RENTON FIRE DEPAR,1MEN T Q 17. PROVIDE PRE-ENGINEERED ROOF ACCESS HATCH. PER OWNER REQUIREMENTS DOOR AND WINDOW NOTES 1. ALL DOORS AND WINDOWS SHALL OF THE SIZE AND TYPE NOTED ON THE PLANS. 2. ALL EXTERIOR DOORS TO BE INSULATED 1 Y4" THICK HOLLOW CORE METAL DOORS WITH HOLLOW METAL FRAME, WEATHER STRIPPING AND THRESHOLD; EXTERIOR QUALITY PAINT FINISH; U VALUE 0.60; DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, SPECIAL KNOWLEDGE OR EFFORT. 3. EXTERIOR DOORS WITH GLAZING IF ANY AND EXTERIOR GLAZING PER NOTES ON PLANS. DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, SPECIAL KNOWLEDGE OR EFFORT. 4. INTERIOR DOORS SHALL BE 1,W" SOLID CORE WOOD DOORS WITH STAIN FINISH AND WALLSTOP, ; U VALUE 0.45; DOORS BETWEEN OFFICE AND WAREHOUSE SHALL BE PROVIDED WITH A HINGE CLOSER AND BE OPERABLE FROM THE INSIDE (OFFICE SIDE) WITHOUT THE USE OF A KEY, SPECIAL KNOWLEDGE OR EFFORT. 5. INTERIOR WINDOWS SHALL BE SINGLE GLAZING WITH WOOD FRAMES MANUFACTURED WITH THE STANDARD OF CARE REQUIRED FOR COMMERCIAL OFFICE USE, STAIN FINISH. WINDOWS BETWEEN THE OFFICE AND WAREHOUSE SPACE (IF ANY) SHALL HAVE DOUBLE GLAZING WITH lh" AIR GAP AND DEFAULT U VALUE OF 0.75. EXITS REQUIRED D A) OFFICE: (2,604 SF)2 100 = 52 OCCUPANTS, MIN. (2) EXITS READ. B) MANUFACTURING / WAREHOUSE / STORAGE: (29,071 SF MAX) - 300 AVERAGE = 97 OCCUPANTS, MIN. (2) EXITS REOD. GLAZING AREA CALCULATIONS VERTICAL GLAZING 1,584 S.F. OVERHEAD GLAZING 640 S.F. GROSS WALL AREA 20,282 S.F. 2,224 S.F.= 20,282 S.F. « 100 = 11.0% GLAZING REV. I DATE I BY I DESCRIPTION CITY OF RENTON RECEIVE!:` W co 0 W J F— W W S V) Z Q Z Q Q_ W U Z riloo LLJ m C) U Z Q 0 0 J � o Z N O �o I Z w °0 w ~ r^ w � � Z N N 0 w w 00 J cn V - cn U o z .- cn F--cn � 00 CD O W N z 0 z w Of P �F WASyl V)27060 z CSTER�`O /ONA L ENG\ EXPIRES 3/8/1999 DATE JULY 1998 DRAWN BY G.MO DESIGN BY A.F.P. JOB NO. 96-058 SHEET NO. Al 15 f� ---91�-/ �c. UTILITY CONFLICT NOTE: CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. LEGEND THIS SHALL INCLUDE CALLING UTILITY LOCATE 6 I-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY DESCRIPTION NEW WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE FIRE HYDRANT Ak CONTRACTOR SHALL CONSULT POE ENGINEERING, INC. TO RESOLVE ALL PROPLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. CONC. 50EWALK SITE DATA: SITE AREA .................... ..... .............3.22 AC, 140,440 SF BUILDING AREA: EXISTING ......... ....... . _ ... ... .... ... .10,329 SF + 1,448 SF 2ND FLR EXPANSION ........................ ... ...... 31,615 SF + 5,100 SF 2ND FLR PERCENT SITE COVERAGE.. . .............29.0% PARKING REQUIRED: EXISTING EXPANSION OFFICE .......... 5F/300 5,208 6F/300 WHSE/STORAGE .......................... 3,511 SF/1,500 6,561 5F/1,500 MFG........................ ........... ............. .6,000 6F/1,000 25,000 5F/1,000 TOTAL .................................. ..............64 SPACES LANDSCAPING EXTIRWDED CURB EXISTING IQ _ CRIES P ARkWq PEDESTRIAN WALK O G /' \ PARKING PROVIDED .... 64 SPACES l3 H/(,) / 5' PLANTER: EXIST. PAVED AREA ....... __- ...... ...... 18,200 SF 5' SNJ --- TOTAL PAVING ................... ............. 53,020 SF i EX E 8, \ G G TOTAL IMPERVIOUS ......... 95,854 SF ol (2) STORY OFFICE LANDSCAPING PROVIDED: INTERIOR. _ ........ ... PERIMETER ............... 1a,800 SF (METRO PARCEL) Lf NATURAL (a POND.) ............... ... SF CONC. STAIR - - •� RELOCATE EX SIGN ��/' �\ LAND ID - - PARCEL NUMBER: AS REQUIRED 2423-04-9031 File Name - - (PARCEL C) - NEW EXPANSION .L -- - C 31,615 SF SPRINKLERED \ o F.F. 30.0 \ c? Vol CONC. STAIR s 4 LANDING NEW 5 EXEP-�SPA, / PAVED WALK (2) STORY EX GONG. -- RA P/SLAB TO REMAIN / !~ (PARCEL. A) - ---- i % '_20_ DETENTION 1020' i � . i POND / NATURAL OF SITE AREA) 3 N CHERRY - 6" SWEETGUM C \ ` 5" JAP. mAPLE DUMP5TEfR/ C. � � � I RECYCLE 4" PLUM • � � EP ; - 1 (SCREENEEX E S Sa PLANTER NEW RAMP, ISLAND, TYR STAIR 4 L/S )' `� / 1k IEX EP--/ THIS AREA SUBJECT TO:- 8" FIR `� S EASEMENT GRANTED TO PUGET SOUND POWER 4 LIGHT GOMPANY, FLED UNDER RECORDIN\� �,40 \� � �1 i S \— S 34'00'31" E G NUMBER 5��01254 EX UP 4 �- � GUY ANCHOR- 1.03 � EX. 2" EX UTILITI' POLE WITH 4" EC DROP DOWN NORTH SIDE CONCEPTUAL LANDSCAPE PLAN. 111=30' (PLAN NORTH) 1400 MONSTER ROAD RENTON IUA, 98055 OWNER INFORMATION: SCHOBER, INC. ATTN: MR DENN15 6CH05ER 1400 MONSTER ROAD RENTON, WA 98055 PH (425) 255-4000 FAX (425) 211-1812 EXIST. TREES TO BE REMOVED EX FH i ANT ING AND 1I VICINITY MAP III=2400(?) INS7ALLATION NOTES RENTON v 11 -H w _ VF I I- I I✓i-V _6.- , tVd !"1i. ♦- I1VP wwP9 I V P, I ./V/ -V V.V. AUTOMATIC IRRIGATION WILL BE PROVIDED FOR ALL PLANTING AND LAWN AREAS. STREET TREE: WILL BE MIN. 1 1/2" CALIPER AND MIN, 6' HT. MINIMUM 2PER--IENT OF THE LANDSCAPE AREA WILL HAVE NATIVE PLANTS, SUGGESTED STREET TREES INCLUDE SWEETGUM, RED MAPLE, AND DOUGLAS FIR SETBACK PERIMETER PLANTINGS MAY INCLUDE OREGONGRAPE, VIBURNUMS, JAPANESE HOLLY GROUND COVER PLANTS INCLUDE KINNIKINNICK, LAWN, COTONEASTER AND IVY BANKS OF THE DETENTION POND MAY HAVE NATIVE REDTWIG DOGWOOD PLANTED. 4" DEPTH OF TOPSOIL WILL BE INSTALLED IN ALL PLANT AND LAWN AREAS. 2" DEPTH OF 5ARK MULCH WILL BE INSTALLED IN ALL PLANT BEDS. TREES WILL EE STAKED PER DETAIL ON THIS SHEET. LAWN WILL BE HYDROSEEDED OR SODDED DEPENDING ON THE SEASON OF INSTALLATION. DECIDUOUS TREE /1 CHAINLOCK, LOCK do STAPLE TO STAKE (2) 24' FIR STAKES DRIVEN TO REFUSAL SET PLUMB k INUNE 3' LAYER BARK MULCH 2' DISHED EDGE PULL EIACK BURLAP AND REMOVE WRE BASKET 50/50 TOPSOIL/ NATIVE SOIL MIX PLANT PIT TWCE DIAM. OF ROOTBALL TREE STAKIW3 DETAIL N.TA n PLANT PIT TWCE ROOTBALL DIAM. W �• o n 3„LAYER BARK 'V I 2DISHED EDGE FOLD BACK TOP THIRD OF BURLAP 50/50 TOPSOIL/ NATIVE SOIL NIX 644RJ5 PLANTING DETAIL N.TA ..xluuilulluiuull „„„.,,xmxnllllll IIIIIIIIINM PLANT PIT TWICE • ROOTBALL DIAM. Ii��Illllll I CONIFEROUS TREE �,I;iiiiillllllllllllll� I I'""` 2x2 FIR TREE STAKE anluullllllHIIIIIIII�IIIIIIJ1 CHAINLOCK. LOCK gUNIUII , IIIIIIIIII., & STAPLE TO STAKE IIII IIIIIIIIIIIIIIIIIIIIIpxx 3' BARK MULCH x I111x111111 2' DISHED EDGE UNFOLD TOP THIRD OF BURLAP k REMOVE WRE BASKET 50/50 TOPSOIL/ NATIVE SOIL MIX CONIFEROUS TREE STAKING N.TA STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT DAVID B. LOWMAN CERTIFICATE NO. 387 Date: Sheet Sale. i"=30' -- Blue Sky Landscape Services, Inc. Drawn By: D.B.L. — — — 9014 Valley Avenue East, Puyallup, Washington 98371 of Approved By: Phone: (253) 845-2222 Fax (253) 770-8891 1 Revised: FIVE 1_ RECESSED GLASS OFFICE FRONT, T = 1 TEMPERED GLASS FA'T FI FVATInN A2 1 2 3 4 5 6 7 22'-0" 31'-0" 31'-0" 31'-0" 31,-0" 20'-0" I.F. + (32'-0") RIDGE ® F.F. BUILT-UP FLASHING PER TILT -UP CONCRETE + (28'-2") ROOFING F.F. + 28'-0" DETAIL 2/A2 WALL PANELS — — 12 EXISTING BUILDING (COLOR 2) -�- —� Y4(+) BEYOND r--------�---- �--------� i 0 N 3'/7' (2) 8'/10' RECESSED DOCK -HIGH TRUCKING RECESSED DOCK -HIGH TRUCKING DOWNSPOUT, TYPICAL (COLOR 2) FINISH -- FLOOR ®=® 1 o•/1 o' (COLOR 2) (COLOR 2) WEST ELEVATION DOCK -HIGH (COLOR 2) 42'-0" 41'-3Ye" ❑I III T I in (COLOR 2) (COLOR 2) I `I U K 1 M L L L V A I I U I `I -Y32"=l'-0" 52'-0" REVEALS PER DETAIL 3/A2 (COLOR 2) BPI PRECAST CONC. PANEL 19'-10" A. F. F. CONCRETE SIDEWALK ----F71 - 1 3'_0", DARKEN GLAZING - (CONCRETE l •1 I ENTRY SECTION A2 1/4"=1'-0" 57'-87/a" 2X6 BRACE ® 24", LAP W/ 2X EACH END & NAIL W/ (4) 16d 9'-0" ABOVE SECOND FLOOR SUSPENDED CEILING SECOND FLOOR HEIGHT 12'-0" A.F.F. SUSPENDED CEILING A C E G H 235'-0" 95'-0" 140'-0" RIDGE ® F.F. "` JUUIH tLtVAIIUN 4X CANT STRIP METAL BUILT-UP FLASHING ROOFING LEVEL PER 1 & 2/S2 SEALANT PRECAST CONC. PANEL 2 FLASHING DETAIL A2 N.T.S. GRID � ALIGN REVEAL W/ G R I D CHAMFER WINDOW, TYP. EXTERIOR FACE OF PANEL F N 3 REVEAL DETAIL A2 N.T.S. INSULATION, SEE FLOOR PLAN NOTE 3 SHEET Al 2X6 BRACE 24", LAP W/ 2X EACH END & NAIL W/ (4) 16d R-11 "JSULA110N TO UNDERSIDE OF P.T. 2X8 W/ Y2"0 EXP. ROOF PLYWOOD BOLTS ® 4'-0" O/C, 51/2X12 GLB, SEE 31/2" EMBED/_ X/SX EACH END i R-21 INSUL N SUSPENDED 9'-0" A.F.F. — CEILING 2X6 @ 24" O/C W/ W SHEET LU26 EA END ROCK 4 SOFFIT DETAIL A2 N.T.S. J • V bt J cn o z Co o N Lc) m CD z L0 °° • 1"'� � w w Ln z V) N N Lli o w W�c~no\ w ry U CD N oz�- U = V) V) Q rn C w 00 _ o W r-) N U mot' Y� i) Z 0 F— W 'LLJ LL o_ W W W J w w z 0 z w LPN F p0F WASy/ � c � z � 27060 p �� lunu wv ^E TO BEAR ON NATIVE /0 LT�E NATIVE SOIL OR STRUCT. FILL COMPACTED TO 95% (OVER EXPIRES 3 8 1999 EXCAVATE AS NECESSARY) 5 OFFICE FRONT DETAIL E\i!�LoP�„1✓Gt NTP��` ' DATE A2 N.T.S. CITY �F RERvTMAY 1998 Q�C� � E' ►4 DRAWN BY IVIED G. M 0 DESIGN BY A.F.P. JOB NO. 96-058 REV. DATE BY DESCRIPTION SHEET NO. A2 �/Y UTILITY CONFLICT NOTE: CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WJ -ETHER 5HOUN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING- UTILITY LOCATE a 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LO�ATION5 OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES A5 SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT POE ENGINEERING, INC. TO RESOLVE ALL PROPLEM5 PRIOR TO PROCEEDING WITH CONSTRUCTION. SITE DATA: SITE AREA ... ........................... __. BUILDING AREA: EXISTING .......................... .... EXPANSION ...................... .... PERCENT SITE COVERAGE........ PARKING REQUIRED: OFFICE................................ .... WH5E/5TORAGE...................... . MFG......................... ...... ....... ..... TOTAL....................................... PARKING PROVIDED............ EXIST. PAVED AREA .............. _... TOTAL PAVING__ ...................... TOTAL IMPERVIOUS ....................... .322 AC, 140,440 SF 10,329 SF + 1,448 SF 2ND FLR 31,675 SF + 5,100 5F 2ND FLR 29.Ogo EXISTING EXPANSION 2,260 6F/300 5,208 6F/300 3,511 5F/1,500 6,561 6F/1,500 ....6,000 5F/1,000 25,000 5F/1,000 64 SPACES ....64 SPACES (3 H/C) I8�00 5F 53,020 SF 95,854 SF LANDSCAPING PROVIDED: INTERIOR. � ............. ... I .......... .............. PERIMETER ........................ NATURAL (6 POND.) ............... PARCEL NUMBER: 2423-04-9031 RELOCATE EX 51 AS REQUIRED 745 4RE4 SUBJECT T0:— / EASEMENT GRANTED TO PUGET 5OUND FICIER 8 L GNT COMF)ANY, FILED UNDER 'RECORD NG NUMBER 5861254 1=/\ UI c GUI' ANCHOR s 1 C'(`CKI(l DESCRIPTION FIRE HYDRANT CONC. 50EWALK LANDSCAPING NEW EXTRi1DED CURB — 4,1 EXISTING 0 0 ORES P AR�WA RENTON OWNER INFORMATION: 50HOBER, INC. ATTN: MR DENNIS 6OH05ER 1400 MONSTER ROAD RENTON, WA 98055 PH (425) 255-4000 FAX (425) 211-1812 EXIST. TREES TO BE REMOVED /—EX F� t AIC 5 �--- 5 34°00'31" E -1.03' CONCEPTUAL LANDSCAPE PLAN. (PLAN NORTH) EX 17L71' POLE LJITH 4" EC DROP DOWN NORTH 511)E VICINITY MAP III = 24001 ?) PLANTING AND INSTALLATION NOTES STREET TREES WILL BE PROVIDED ALONG ALL ROADWAYS AT 30'-01 I O.C. AUTOMATIC IRRIGATION WILL BE PROVIDED FOR ALL PLANTING AND LAWN AREAS. STREET TREES WILL BE MIN. 1 1/2" CALIPER AND MIN. 6' HT. MINIMUM 2PER:ENT OF THE LANDSCAPE AREA WILL HAVE NATIVE PLANTS. SUGGESTED STREET TREES INCLUDE 5WEETGUM, RED MAPLE, AND DOUGLAS FIR SETBACK PERIMETER PLANTINGS MAY INCLUDE OREGONGRAPE, VIBURNUM5, JAPANESE HOLLY GROUND COVER PLANTS INCLUDE KINNIKINNICK, LAWN, COTONEASTER AND IVY BANKS OF THE DETENTION POND MAY HAVE NATIVE REDTWIG DOGWOOD PLANTED. 4" DEPTH OF TOPSOIL WILL BE INSTALLED IN ALL PLANT AND LAWN AREAS. 2" DEPTH OF BARK MULCH WILL BE INSTALLED IN ALL PLANT BEDS. TREES WILL BE STAKED PER DETAIL ON THIS SHEET. LAWN WILL BE HYDR05EEDED OR SODDED DEPENDING ON THE SEASON OF INSTALLATION. DECIDUOUS TREE /1 CNAIALOCI(, LOCK k STAPU: TO STAKE 2) 2x2 ;')R STAKES RIVEN TO REFUSAL SET PLUTAB k INLINE 3' LAYER BARK MULCH 2- DISHE) EDGE PULL BACK BURLAP AND REMOVE HIRE BASKET 50/50 TOPSOIL/ NATIVE SOIL MIX PLANT PIT TWICE DIAM. OFROOTBALL TREE STAKING DETAIL KT.A LUA-98•�2�.s�,r� PLANT PIT TVACE ROOTBALL DIAM. {.w A 3'LAYER BARK v 2' DISHED EDGE FOLD BACK TOP THIRD OF BURLAP 50/50 TOPSOIL/ NATIVE SOIL MIX SHRM PLANTING DETAIL KM IIIIIIIINIhM PLANT PIT TWICE _.... �,„,�„�tlll ROOTBALL DIAM. nlll��ll�ll CONIFEROUS TREE nNd��iii"111^II11II 2x2 FIR TREE STAKE mINNNIflpNIuIIuI�III�IIII#1 CHAINLOCK, LOCK k STAPLE TO STAKE MIpA ''II I'I�IINIp,, INIIAIIINNINM1mn. 3' BARK MULCH MI•nnN 2' DISHED EDGE UNFOLD TOP THIRD OF BURLAP t REMOVE WRE BASKET 50/50 TOPSOIL/ NATIVE SOIL MIX CONIFEROUS TREE STAKING N.TA. �• 0 STATE OF Q�� WASHINGTON REGISTERED LANDSCAPE ARCHITECT DAVID B. LOWMAN CERTIFICATE NO. 387 File Name Date:1-28-98 — Sheet Scale: 111:301 �Elue Sky Landscape Services, Inc. L - I Drawn By: D BL. — — 9014 Valley Avenue East, Puyallup, Washington 98371 of 1400 MONSTER ROAD , RENTON WA. 98055 Approved By: Phone: (253) 845-2222 Fax (253) 770-8891 1 Revised: EXISTING BUILDING BEYOND 1 2 3 4 5 6 22'-0" 31'-0" 31'-0" 31'-0" 31'-0" 20'-0" F.F. + 28'- PRECAST CONC. 1 // 2X6 BRACE @ 24", PANEL LAP W/ 2X EACH END & NAIL W/ (4) 16d 4 A2 // 9'-0" ABOVE SECOND 19'-10" (� / FLOOR A.F.F. — - - - - SUSPENDED CEILING 0 i 00 SECOND FLOOR X HEIGHT SX 12'-0" A.F.F. 7 -1 3'-0", DARKEN 1 GLAZING - SUSPENDED CEILING 4'-0" 0 I 5 RECESSED DOCK -HIGH (CONCRETE RECESSED DOCK -HIGH CONCRETE I WALL PANEL A2 TRUCKING TRUCKING SIDEWALK I BEYOND) REVEALS PER DETAIL 3/A2 DOWNSPOUT, (COLOR 2) ( >I TYPICAL / N (COLOR 2)- FINISH -- FLOOR ENTRY SECTION CD 0© ©=© o=©A2 Y4"=1'-0" (2) 8'/10' 10'/10' (COLOR 2) (COLOR 2) WEST ELEVATION DOCK -HIGH (COLOR 2) 452"=l'-O" H G F D C A 42'-0" 42'-0" 41'-3�/a" 52'-0" 57'-87/a" CACuiKlr' Ri fl(IC Gig C r, of iu T i in 0 F. + 32'-0" RIDGE ® F.F FLASHING PER TILT -UP CONCRETE + (28'-2") DETAIL 2/A2 WALL PANELS (COLOR 2) —�- BUILT-UP ROOFING 12 (COLOR 2) (COLOR 2) I `I U N I I I L L. L V A I I U IN 452"=1'-0" C I 235'-0" G H 1 95'-0" 1 1, 140'-0" 1 1 RIDGE 0 F F "' ` SOUTH ELEVATION U � • y �• � j j �,h�EG� 4X CANT STRIP METAL BUILT-UP FLASHING ROOFING (24 GA MIN) P.T. 2X FASCIA BOARD TO REMAIN LEVEL PER 1 & 2/S2 SEALANT PRECAST CONC. PANEL 2 FLASHING DETAIL A2 N.T.S. G RID ALIGN REVEAL W/ G RI D CHAMFER WINDOW, TYP. EXTERIOR FACE OF " PANEL Tcg"'Y4 " 3 REVEAL DETAIL A2 N.T.S. INSULATION, SEE FLOOR PLAN NOTE 3 SHEET Al 2X6 BRAG`: 2'", LAP W/ 2: EACH END & NAIL W/ (4) 16d R-11 INSULATION TO U:JDERSIDE OF P.T. 2X8 W/ Y2"0 EXP. ROOF PLYWOOD BOLTS ® 4'-0" 0/C, 51/2X12 GLB, SEE 31/2" EMBED X/SX EACH END R-21 INSUL N SUSPENDED 9'-0" A.F.F. CEILING 2X6 ®24" 0/C W/ -%" SHEET LU26 EA END ROCK 4 SOFFIT DETAIL A2 N.T.S. 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