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HomeMy WebLinkAboutLarge Formati NAME SUNSET SELF STORAGE 8q.lo' 66 60 — — PROJECT CONSTRUCT 2 NEW BLGS FOR SELF STORAGE USE. DESCRIPTION BLDG A WILL BE 3 STY W/ ELEVATOR ACCESS TO PILON SIGN THE UPPER FLR5 BLDG B WILL BE I STY CON5TRUCTION WILL BE SPLIT FACED GONG BLK DOOR LANDSCAPING ^ PIERS AND METAL SIDING EXTR WALLS G PL �bf3� gyp` \� ROOFS d DOORS WILL BE METAL \D AN OFFICE WILL BE ON THE GROUND FLOOR 454 A CARETAKER'S RESIDENCE WILL BE ON THE 2ND FLR \ TURN AROUND ACRES SS 15 LIMITED EMERGE O YK KEYPAD OPERATED AGGE55 OATEO CE ONLY. 00, I STREET 1105 SUNSET BLVD NE ADDRESS RENTON WA5HINGTON THAT POR OF N3 1/4 OF NE 14 F LEGAL / O SEC 8, TWN 23N, RSE O��pO l3l �E E ' N DESCRIPTION LYING NORTHWC-5TERLY OF SUNSET BLVD NE (5R 2) AND G P / NG �N SOUTHERLY OF NE PARK DR (SR 405) AS CONDEMNED � UNDER KIN COUNTY SUPERIOR COURT CAUSE NO AND LYING WESTERLY OF THE CENTERLINE OF VACATED 656808 O / 114TH AVE 5E O / p\- �2 5` PARCEL 082305-g041-02 NUMf3ERs I -4080-04 i I I -q 143-Oq II-gllq-Ob OWNER THOMAS M NIGKERSON APPLICANT 6011 15TSEATTL9 V E 8115 u� N 6 (206) 517 8116 �O P N p ARCHITECT DAVEY ASSOCIATES, ARCHITECT 5 55AGUAH WA g8O27 P/ \Ab / (425) 312-6522 N ��p \N NO O, PROPERTY CURRENTLY CC r,p p amp O R, ' ZONW APPLICANT 15 5EEKING A REZONE TO RMI k \AA �q'� �� \q�ap , \p P P\NCB � WITH SELF STORAGE ALLOWED A5 A SECONDARY USE. TYPE OP TYPE 11 N j CONSTRUCTION TOTALLY NON-GOMBU5TI R o BLE L O P NO I HR EXIT CORRIDORS ARE ROD BECAUSE OCCUPANT LOAD BET;I 2-HR FIRE WALL5 J \c, IS LE55 THAN 30 O OCCUPANCY STORAGE SI OFFICE 52 \.p ' \Np RESIDENCE R3 / J P % 2-STORY C F I-HR OCCUPANCY SEPARATION RQD BETWN R3/ 51 d 52 WOOD FRAMEVp p PSP��� ALLOWABLE TYPE I I N BUILDING ( N N i AREA 51 OCCUPANCY = 12000 5F BASE ALLOWABLE PL I�l SEP 3 SIDE5 = 1009S (12000 5F) 51 T SCALE I "=40' 24000 5F X 2 (MULTI STY) = 48000 5F ALLOWED ' ^• • w � � � � � PL 111.4�' � 24R AREA SEPARATIONS ROD FOR FIRE FLOW I NDSGAPIN6 ALLOWABLE 35 FT vHT O � EXISTING 0 NO OF UNITS boo +/- w s� TAVERN a TRAFFIC TRIP GENERATION PER INSTITUTE OF TRAFFIC ENCANEER5 AVERAGE DAILY TRIPS 0,28 X 600 = 168 TRIPS AM PEAK = 02 X 600 12 N m PM PEAK .03 X 600 = 18 S t w ENERGY THE STORAGE PORTION OF THE BLDG AND THE j ga. RES WILL BE HEATED W/ 6A5 SPACE HEATERS THE OFF I GE WILL BE A I RGOND I TI ONED (HEAT PUMP) GLAZING Sly OF WALL AREA 2 96 +/- GLAZING U VALUE 40 DOOR U VALUE OFFICE .65 I STORAGE .16 GEILING/ROOF R 30 WALL ABV GRADE R Iq EXTR LI&HTIN6 LAND50APING ALLOWANCE NOT TO EXCEED 75 W X BLDG PERIM (1638')=122(92 WATT5 � PL 144.8q' GL FENCE j I10'+/- INTR LIGHTING 38' 60' VARIES 30' _ ALLOWANCE NOT TO EXCEED 0.2 NSF (73570)=I4114 WATTS f L FPL CL SIGNS REQUESTED I PILON SIGN ALL PER ORDINANCE CIL I MONUMENT SIGN UNDER SEP PERMIT EXISTING 2-5TY BLDGS &ROUND PLR 35'140 Sr IO' O 10, UPPER 5,11650 IST PHASE IM5,70 or LAt�1DSATAPING LA 5G IN6 m LAND AREA 15109'i OF (3 ACRES) 1 IMPERVIOUS &0255 SF (61 %) GHAINLINK EXISTING COVERA&E 25% FENCE GRADE NI SUNSET BL\VV NE I LAKE1 S I PARKIN& ROD5HO28 '7212q 5F/3500 (5TG) + (2 FOR THE RE5) = 23 WASHIN6TON � SECTION A SR 900 SCALE I "=20' SR aoo FIL fPL C,L DECORATIVE DE ORATIVE � GHAINLINK LANDSG FENCE FENCE r FENCE Z LAND5G 0 E N T 0 N1 G B ASPH N PAVING - SUNSET BLVD Na EXISTING 101- GRADE -2810' 30' SR aoo G 3 SECT 1 ON B SCALE I"=20' VIGINITI' MAP 0D02k7Ea 2kF:� 0 077a0r DATE �, I-qg wW SUNSET 5F.LF- 570,RA6F. � SITE PLAN SCALE 1= 40 0 2 w � w RENTON WASH I NGTON 1 385 Ff?ON T ST N /SS.q QU.�1 H, WA. 98027 TEL �425� 392 6522 ORAWA R C Q o 2-STORY WOOD FRAME BUILDING O PNP�Z _ P6 � \qq \ FAR 30 � WE 60 GO G 0 z 0 z 0 z u� Q i �ANDSGAP I N6 I. LAKE WASH I N6TON i EXISTING 2-STY BLD65 0 O 9 1 N O 1 EXISTING TAVERN GL O 5R 400 5� 8 PIL.ON 516N l LANDSCAPING /I TURN AROUND V RP1\�iiiiiio_�"a pp'��t GHAINLINK EXI5TIN6 , FENCE BADE NAME SUNSET SELF STORAGE PROJECT CON5TRUCT 2 NEW BLC75 FOR SELF 5TORA6E USE. DESCRIPTION BLD6 A WILL BE 3 5TY W/ ELEVATOR ACCESS TO THE UPPER FLR5 BLD6 5 WILL BE 15TY CONSTRUCTION WILL BE SPLIT FACED GONG BLK DOOR PIERS AND METAL 51DIN6 EXTR WALLS ROOFS a DOORS WILL BE METAL AN OFFICE WILL BE ON THE GROUND FLOOR A CARETAKER'S RESIDENCE WILL BE ON THE 2ND FLR ACCESS 15 LIMITED TO KEYPAD OPERATED ACCESS GATES AND EMERGENCY ENTRANCE ONLY. 1105 SUNSET BLVD NE �DRE55 RENTON WA5HIN&TON LESAL THAT POR OF N3 1/4 OF NE 1/4 OF SEC 8, THIN 23N, R5E DESCRIPTION LYING NORTHWESTERLY OF SUNSET BLVD NE (SR 2) AND SOUTHERLY OF NE PARK DR (SR 405) AS CONDEMNED UNDER KIN COUNTY SUPERIOR COURT GAU5E NO 656808 AND LYING WE5TERLY OF THE CENTERLINE OF VACATED 114TH AVE 5E PARCEL 082305-9041-02 NUMBERS II-g080-04 II-c1143-Oq II-11iq-06 OWNER THOMAS M NICKERSON APPLICANT 8011 15T AVE NE SEATTLE WA g8115 (206) 51-1 811b ARCHITECT DAVEY A550GIA7E5, ARCHITECT 365 FRONT 5T N 155AOUAH WA g802-7 (425) 312-6522 PROPERTY CURRENTLY GC, ZONED APPLICANT 15 5EEKIN6 A REZONE TO RMI WITH SELF STORAGE ALLOWED AS A SECONDARY USE. TYPE OP TYPE II N CONSTRUCTION TOTALLY NON-GOMBUSTIBLE NO I HR EXIT CORRIDORS ARE ROD BECAUSE OGGUPANT LOAD BETWEEN 2-HR FIRE WALLS 15 LE55 THAN 30 OCCUPANCY STORAGE 51 OFFICE 52 RE5IDENCE R3 I-HR OCCUPANCY SEPARATION ROD BETWN R3/ 51 d B2 ALLOWABLE TYPE II N AREA 51 OCCUPANCY = 12000 5F BASE ALLOWABLE 5EP 3 SIDES = 10096 (12000 5F) 24000 5F X 2 (MULTI 5TY) = 48000 5F ALLOWED 2-HR AREA SEPARATIONS ROD FOR FIRE FLOW ALLOWABLE 35 FT HE I &HT NO OP UNITS 600 +/- - TRAPPIC TRIP GENERATION PER INSTITUTE OF TRAFFIC, ENGINEERS AVERAGE DAILY TRIPS 0,28 X 600 = I(b8 TRIPS AM PEAK .02 X 600 = 12 PM PEAK .03 X 600 = 18 ENER61f, THE 5TORA6E PORTION OF THE 5LD6 AND THE RES WILL BE HEATED W/ 6A5 SPACE HEATER-5 THE OFFICE WILL BE AIRGONDITIONED (HEAT PUMP) 6LAZIN6 % OF WALL AREA 2 % +/- GLAZING U VALUE .40 DOOR U VALUE OFFICE .65 5TORA6E .16 GEILIN6/ROOF R 30 WALL ABV GRADE R Iq EXTR LIGHTING ALLOWANCE NOT TO EXCEED 7.5 W X BLD6 PERT M (16380=12262 WATTS INTR LIOHTINS ALLOWANCE NOT TO EXCEED 0.2 W/5F (-735-70)=14'714 WATTS C.L 516NS REQUESTED I PILON SIGN ALL PER ORDINANCE I MONUMENT 516N UNDER 5EP PERMIT 6ROUND PLR 55-140 SP UPPER _301530 IST PHASE -55'"O 5" LAND AREA 15105-1 SF (B ACRES) IMPERVIOUS 50255 SIP (61%) COVERA6E 25% 5UNSET 5LVD NE PARKIN& ROD 7212q SF/3500 (5T6) + (2 FOR THE RE5) = 23 G T O N A SHOWN 28 SCALE 1 " = 20' PL PL Cil.. o DECORATIVE DECORATIVE GHAINLINK LAN05G FENCE FENCE ,.. c� j FENCE Z LAN05G 4+ '�' . �- y..✓ J A5PH DEI�ZLOF; ._ ZNT Pc.,. PAVING � r i SUNSET BLVfl NE «v.�ITYOFREP�'TC, EXI5TIN6 0 r", 1: A GRADE RECE" 5R a00 5r=GT 1 ON j 5GALE I"=20' ,lIGINITY MAC' sf ozavIE� /k�a �s(CD zk 7EEa zkF:�(D 77MQC��r _ �,140, 5uN5E7 BELL= ��.�� SST FLAN Al WA. 9802 7 TEL (-425J -3- 2 ^=AW,. RENTON WA5HiN& ON,. s `I FIN C NORTH ELEVATION METAL ROOFING ji L', &UTTp� 5MOOTH GONG BLK -----1 ------------------- LINE OF FLR METAL ROOFING ftl/LL V,- GONG BLOCK DOORS 50UT1� ELEVATION 15UILDING B 5GALE I"=20' NOR7T - ESE VATION SPLIT FACED METAL GONG BLOCK ROLL OF SOUTH ELEVATION DOORS 5ul1n►NS A SCALE I"=20' "METAL BARGE '✓ METAL SIDING I SPLIT FACED GONG BLOCK SPLIT FACED GONG BLOCK EAST ELEV AT! ON YNEST ELEVATION EAST ELEVATION C,LR77,�1''i' �� --'� III' II'�I'lllllll'IIII Ilhl�lll�ill'''Illlll�ll�lllhlll' - ---- lil hl I II � !11 I I I I'Ij�i IIIII'I��I'�I i n4 u-T t H H H rm---1 5EG'i0n B uiv OF +aFa�ee� P4ENENS JE 50 - EX�EQi.^.R ELEJA?'�O� Y� � �JUL I�iE1958 NO X RECEIVED =D)Gil':_"�gd R�^�. ,:G li/a �� ��._c.,. 1-1_u'''=��T "-- S,i�VSE7 5c='r04.1GE E%?ERiOR E'�E Ji-0A5 -_ A3 LSCA TED (V) F--Uo1\,�YM 1 I M. M, Qum' -TU-e�. i'�, 1 1(I?��tli?Qi'1 — I T I (aPI N 11 (M , �— G? 1 (I - 1' YU NOTES z 1. Finish grade shall be 6' minimum below building finish floor elevation (adjacent to building slab) and 2" below finish grade of paving surfaces. = 2. General Contractor to supply Landscape Contractor with subgrade of minus 2" from finish grade, minus 4 where adjacent to top of curb, wall, or walk, or top of paving where no curb exists (for mulching purposes). 4 ' ' 3. Site to be cleared and � r•- , � r � i grubbed by General Contractor. 4. Site plan is approximate. Verify all measurements and adjust per actual site J P to conditions. I 5 ' —u' / y } 5. Utilities: The Landscape Contractor shall call the Underground Utilities Locator Cep �votirYMy � ,� , � .�= �.�` 5F � _ � �� C �1 ���c���..al�� �,� � o P► OD Service (1-800-424-5555), no less than 48 hours prior to commencing work. He shall ��`� ` also verify the location of all utilities with the General Contractor. �-'`-d ` I Oth 6. Mound planter beds to provide adequate drainage. i >4, `� Ec �' 1�.'•� -y' �1 . /=' 3_ i ° \ l Plant material to conform to American Association of Nurserymen (ANA) grades and standards as published in the "American Standard for Nursery Stock". All trees to be PI N US M _ .. ' _ -- • 1-self-supporting, with leaders intact. Shrubs to be full and bushy. 8. Layout mass plantings as shown on plan, maintain minimum 2' clearance for car overhang. �1z_) t'INVS M 9 t on (�j C �:}�-.� �� All planting to bed e per accepted horticultural procedure. Planting pits to be twice t the size of rootball or container. Planting pits to be backfilled with a 50/50 mix of existing soils and imported topsoil. _ oil. Remove g po o e burls and wire baskets � � i ! , ,. , , ' t � P p is from tops and /, (� j �{-�, L� partially down the sides of Balled & Burlapped plant material. Crown of plants to be slightly higher, after settling, than adjacent soil. Z 10. All plantings to be fertilized with Osmocote, balanced, three month release, or I -F- - `-- approved equal. Apply at rate recommended by manufacturer's specifications. Ki 11. Topsoil to be Red-e Topsoil's 60-40 mix, or approved equal. tu r� G j i 12. All bed areas to receive 2" of Red-e Topsoil's fine bark mulch, or approved equal. LJH r 1 i - 13. Landscape Contractor shall be responsible for daily and final cleanup of work area. _ I 1} 3 ' m � i t N 14. Landscape Contractor actor to provide a one year warrant on all work S � �UO� �`(�`� ,V `_� �� Y and materials. P y �---L- --- Owner to be responsible for proper maintenance, including watering of all planting II areas. 15. Substitute materials to be approved by owner. C1Z) IZ0 I� 16. Groundcover to be in all planter beds including right-of-way planting area. Ground cover to run continuous under trees at indicated triangulated spacing. 1 F 1 1 17. Tree stakes: 2 per deciduous, 3 per evergreen tree. Install per standard horticultural Plant Legend practice. / Sym. Botanical/Common Name Qty. Size Spacing/Remarks Trees Q J Thuja plicata/ Western Red Cedar 24 5' Ht Pseudotsuga menziesii/ Douglas Fir 9 5' Ht j1 ✓ J �� �,, .RhLS typhina/ Staghorn Sumac 22 10' Ht/ 1.5 CAL Fraxinus o. `Raywood'/ Raywood Ash 12 10' Ht/ 1.5 CAL � � f ` • Acer platanoides/ Norway Maple 14 10' Ht/ 1.5 CAL Shrubs Euonymus alatus; Burning Bush 93 2 gal 8' o.c. 3 Cistus hybridus/ White Rockrose 140 2 gal 4' o.c. E e--CJLi_niti 1� ----r Pinus in. mugo/ Mugho Pine 96 2 gal 3' o.c. Rose rugosa/ Rose 49 2 gal 5' o.c. Rhcdodendron `Unique'/ NCN 105 2 gal 3' o.c. Escillonia e. `Fradesii'/ NCN 105 2 gal 4' o.c. Hedge Prunus lusitanica/ Portuguese Laurel 150 30"- 36" 4' o.c. c JA rE scA�E 1 = 40' c�A wN D.M. Ohashi Landscape Services 7661 159th Pl. NE Suite 2 Redmond, WA 98052 425-885-2017 fax 425-867-3141 4�tVsoIVs �w o7i �Q Groundcover Rufus calcyinoides `Emerald Carpet'/ Ornamental Bramble SUNSET SELF STORAG= R=NTON ^A5HING70N Alt. Prunus laurocerasus 4" pots 30" o.c. Alt. Cotoneaster dammeri �Sf - g g /0 8' _0 L �z 385 F-RO/V T ST /1�/ /SSAOLJAH, WA. 9aO27 TEL �425�392 6522 I60'-O" I -TO'-O" T CORRIDOR 0 A CORRIDOR 100'-00 701-0" 150'-0" 30I-010 CORRIDOR s " TH I R=� FLOOR SCALE I "=20'-O" SEE 5HT A4 SECOND FLOOR SCALE 1"=20'-O" GROUND FLOOR SCALE 1 "-20'-O" DATE RE�isioNs SUNSET 5E4f= STORAGE SCALE NOTED DRAWN Q RENTON YiASHINGTON a I m 6A ww FLOOR PLANS w� N F= =o A2 cn z 0 �a LINE OF DECK ABA/ a. 57 PLOOR OPP I GE PLAN SCALE 1/0"= P-O" 385 FRONT ST /V /SSAQlJAf-H, WA. 98027 TEL 392 6522 2NI) FLOOR Rr=510ENGE PLAN SCALE I/8"= I'-O" oArE REVISIONS w 5UN5r=T SELF STORAGr w z RENTON WA5HINGTON w w w J L SCALE NOTED DRAWN R5D !; ,� ' 3 zl) ENLAR67=) FLOOR f LAN5 =o A4 w cn z O 10" FI 0 G� O r r 0 2k V a'V � a a ® (0 0 Lk T a a A Ff C� O-[ 00 r E-= � �' OATE �, I_qa REVISIONS W W 5UN5F.T 5EL� 5TORA6� w W TREE GUTTING PLAN w /� .4 . C2 7 TEL 425 392 6 522 SCALE - 4O � c RENTON WA5H I N6TON cn ° ~ 385 FRONT S T N /55.�1 QU.�1 H, W 98 ( ORAwN C41L *0 5�L �,O'V V 000(10 -i-1) (Ito) P1► 11 M 1�1. Cad �UONY NI 11 A., , C (� F-U()NY!M J r----�- A, (�P) C�,l ti Us M, M/ ( I ) G I -ST'U t>._ _— W } Z' UJ uJ Q M I 1 I I i 1 f ()+ ` U N.I QUA" a 'G ODOO �` (l Z� �.VOt�..I`►�IM U� C 9? Esc,%L- l—Co 1\ t ! r, (r;,) �---�)0NYM uc--, A, A F—U0K1-\0MUS> A �A C�� CITUr NOTES - I . Finish grade shall be 6" minimum below building finish floor elevation (adjacent to building slab) and 2" below finish grade of paving surfaces. Y 2. General Contractor to supply Landscape Contractor with subgrade of minus 2" from finish grade, minus 4" where adjacent to top of curb, wall, or walk, or top of paving where no curb exists (for mulching purposes). 1 3. Site to be cleared and grubbed by General Contractor. l 4. Site plan is approximate. Verify all measurements and adjust per actual site _ �—H, u�A ! c�yi—: conditions. 5. Utilities: The Landscape Contractor shall call the Underground Utilities Locator Service (1-800424 ,5555), no less than 48 hours prior to commencing work. He shall also verify the location of all utilities with the General Contractor. 6. Mound planter beds to provide adequate drainage. 7. Plant material to conform to American Association of Nurserymen (ANA) grades and standards as published in the `American Standard for Nursery Stock" All trees to be self-supporting, with leaders intact. Shrubs to be full and bushy. 8. Layout mass plantings as shown on plan, maintain minimum 2' clearance for car overhang. 9. All planting to be done per accepted horticultural procedure. Planting pits to be twice the size of rootball or container. Planting pits to be backfilled with a 50/50 mix of existing soils and imported topsoil. Remove burlap and wire baskets from tops and partially down the sides of Balled & Burlapped plant material. Crown of plants to be slightly higher, after settling, than adjacent soil. 10. All plantings to be fertilized with Osmocote, balanced, three month release, or approved equal. Apply at rate recommended by manufacturer's specifications. i 1 'Topsoil to be Red-e Topsoil's 60-40 mix, or approved equal. 12. All bed areas to receive 2" of Red-e Topsoil's fine bark mulch, or approved equal. 13. Landscape Contractor shall be responsible for daily and final cleanup of work area. 14. Landscape Contractor to provide a one year warranty on all work and materials. Owner to be responsible for proper maintenance, including watering of all planting areas. 15. Substitute materials to be approved by owner. 16. Groundcover to be in all planter beds including right-of-way planting area. Ground cover to run continuous under trees at indicated triangulated spacing. 17. Tree stakes: 2 per deciduous, 3 per evergreen tree. Install per standard horticultural Plant Legend practice. Sym. Botanicai/Common Name Size Spacing,/Remarks Trees Thuja plicata/ Western Red Cedar 24 5' Ht t Pseudotsuga menziesii/ Douglas Fir 9 5' Ht Rhus typhina/ Staghorn Sumac 22 10' Ht/ 1.5 CAL Fraxinus o. `Raywood'/ Raywood Ash 12 10' Ht/ 1.5 CAL • Acer platanoides/ Norway Maple 14 10' Ht/ 1.5 CAL Shrubs Euonymus alatus/ Burning Bush 93 2 gal 8' o.c. 1 C istus nvDridus/ White Rockrose 140 2 gal 4' o.c. Pnus m. rnugo/ Mugho Pine 96 ? gal 3' o.c. , Rosa rugosa/ Rose 49 2 gal 5' o.c. Rhododetidron 'Unique'/ NCN 105 2 gal 3' o.c. Escallonia e. 'Fradesii'/ NCN 105 2 gal 4' o.c. JU[. I' ' Hedge RECEIVE® Prunus lusitanica/ Portuguese Laurel 150 30"- 36" 4' o.c. Alt. Prunus laurocerasus D.M. Ohashi Landscape Services (Jroundcoyer- 7661 1 59th P1. NE Suite 2 Rubus caicyinoides 'Emerald Carpet'/ 4" pots 30" o.c. Ornamental Bramble Alt. Cotoneaster dammeri Redmond, WA 98052 425-885-2017 fax 425-867-3141 0ArE w SUNS -7 SELF STORA6E w W w scA�E " = 40' � <a RENTON AA5HIN6TON -Z J ~ J - - - DRAWN WALK SIGN n AREA LIGHT O SANITARY SEWER MANHOLE O CATCH BASIN ® TELECOM MUNiCATION JUNCTION BOX lv ca 0 FIRE HYDRANT -0UTILITY POLE RIM=56.29' IE= 53.5' (12"CONC-N) GAS METER UTILITY POLE WITH LIGHT -� GUY ANCHOR ® WATER METER - - a GAS VALVE bd WATER VALVE � x MAIL BOX --G- GAS LINE RIM=48.56' / _ - -�� \A (� 11 POWER MANHOLE --D- STORM DRAIN LINE iE=4 i.6' t2"GONG-N �� \ SCALE S �' WID �Nc�ETE --- - sB f LCW LIN [j POWER TRANSFORMER ---S-- SANITARY SEWER LINE 40 0 20 40 80 \ - -�� C POWER VAULT -W- NATER LINE ,,C --.. _------ -- _ 0 STORM GRAIN MANHOLE - - - -f' - OdERFiEAO POWER LINE C �� �__�-` �62 `-�2 - -`� _ _-- ( FEET) G` / '�� - �-58 _ _ f_.__6 4__ ^ 4 ------ _<64 i"`�" 4 n. SIGN -- T - OVERHEAD ?TELECOMMUNICATION LINE 1 INCH = 40 FEET PN � �„ � 0 -52 EDGE OF ASPHALT - - P-T - - OVERHEAD POWER .AND CB _�.- / '`��56 0 42 -66 �� -�"._," f� - 70_r72-.�--„`� \ \ \c 4 D II EL ECOMMUNiCATiON LINE RIM i.21 / J CONCRETE SURFACE F_=34.7' (12"GONG-N) \ 0\`� �/ \. GO --j !/'�ba 70 -�2 - P UNDERGROUND PO'NER UNE J� GONG -/ 2. b2 " \6 �-�� / 6� .65 _ ,�-- J y AL ALDER TREE OE / / 5k k = / / ,;a T UNDERGROUND TELECOMMUNICATION LiNE j 5 " j `' 0 /� 8 ' 0 Fr� B R AP "D / --- - �+f�1V VVL WILLOW TREE MA. MAPLE TREE L" 0. OU H nfS F // R R. �T D 52 LANDSCAPING „� RIM=56.26' CE CEDAR TREE 'Nu GG 0E �9 4 i � � IE=53.8' 112"CON'C-E) j�SN� F SS RS - '/ 7 y 5 1 W 60 ' c M- MADRONA. TREE g03' ACC �- l /6 % CW COTTONWOOD TREE �� � N �. � A % RELINQUISHMENT OF LIGHT, fe SOIL TEST PIT A/\ \ / - h-., ;� ,,.: � ; � C - � MN, TURN AR ND � R . iN � ., Fl FIR TREE „B _ - - - - ETC. t5� SIGNAL MANHOLE = - 6 1 - EL ({ //% /// / � .-`;�,r 00 ./'- p 7 ��-f'' i 'dIEW, &ACCESS. FTC RIM =2,.1,,' \'y/r // /�� / i4 / / 1 N "- '�i%h�ya7' \ lE=65 " ( ��i / r T ( /� / 1` � ( 656808 & 8603280319. HY HOLLY ,REE iE=i9.3' 12"GONG-N i-'/ 8 0 � / N' _ L, RECCRDiNG rvrJ BtRS 5996 ID STREETLIGHT GMANHOLE ( ) \ \ \ \ \ 6 O O J iE=65 0' (12 �,, \ cn --� - i D. D. C. l:M 68 ;+'_�,` r 0 , !h �� p 1 !}0 A 85 S .ff 52. ..Ar .i i 1 / / R.-BAR & �h J �. y� .50 16 2k / _ - - - --- - __ CAF "DEA 1 - �. � SMN s I ! 0\� 2$ / ! % 0.t' 0 y+\F t I c�b�� A�J 1. 60.2'R. CHANNEL) �� /` /ry P. 62) I -�' F J�. % '' SSMH Ct3 R',4t=66. i4' -- Q 1 �\ / \ `� '� /. �0� - 66 3C' '1 Z1M=69 a i• - wl�� !E=63. CONL-N) R C'�A Q „ z / {� Q P r . 4G ` le=64.6' (S-CMP-N) E= 3' (12" MP-S) -64.0' (;-T . NNELi -26 J �'// VNOV O ^ �-• "' I1' ! - f9'/, "r IF_=64.4. � �, 1 � , \ � � � / � S5,44H ---�---------- I�=6;.4' 12F0CNC-E �" 6 'J� \ I ; \ RIM=65.9� IE- .,.0' r'i. GNC iN) <yON /' / `o , T , SSMH E=60.3' (Coo. CHANNEL) RIM=36.02"------------:- ,1��/� ����,6 � _ \ � �F ' I I � I ''�� - ���,f , I •` � 4" � J iP / IE=31.1' (CTR. CHANNEL0 ) �6 62 • ry a.PP IM Ty.^J�J 3C f �. / �� 1� 1 `HID N . EGvAY i ! iU UT?�I'rTE .N P,-CJf�D NG i n r 7 / �� 3 'CSC @562622 t P Ca- -- - - O i � 94�- --- +� RIM =62. -5' WLGARA t /" �G��i $ ra 1=60 7' ('2"CONC-N' / \ ' 8» )/ P\i- V t SS J Ca SOLID LID) 'r=6C.7' (12"CONC-S// ) -57 7 i I F �� a /\/ b•�Fzl � v t- �2"CONC-N) - IE' 58.3'(. 58.2'(12"CO 30, F J i 56 c , 1E-P1C-S) 71 2-STORY w � - I 6 r \ 12" SD °�o f WOOD FRAME P �.,� F.H. -- r. BUILDING } T z52" \ P.I. V. T -�- T 3 S iE=55.1' ( TR CHANNEL' Dr<VEWAY •i ,\� e y�0 /- - -�$ '� -�*� �i �.i9 C8 _ Z l o S86' 1 43' 71 1 4 f \ CD lE=5i.9' (8"CMP-tH) RIM= 35.40' E , Cii/-_ ;12"CONC-S) + 3 �� 1-;TORY CON �r O �/ O BLOCK C' EPE "� rn 6 7$0� - _ _ AND BRIG 00 - / �* b r o K /� . '?E=a?.3 (12"CON: v). �DMr� BUILDING. O / ' I o ` IF-5' RIM `.53 Q I ;� Z o0 11 �i/�Cll/// 17�.8��' /(1q�2"GONG S) ff ) 1E .26 `' (12"CMP-n,i ''�. ,.,.yL Q - \ IE=-26.'' (12"CONC-E) 410 IE=25.9' (18"CMP-IN' 0 ` _ ! ++ LE3 SOL_iti I.1D/ a / IF_ 56-I' (12"CONC-N) 1 _ _�_-_ CUL ✓ h•T - - k' lAJ Cps f>; C1� i. RIM= 55.03 �. /' 7 E- 56. ' ;,11..COrvC- S) IE= x1 ,-(�8"CONC 0 M�� + ,Cv 52.6' ('2'C0NC--N) i Q WITH T/r, F FACE W, Ir ,L =52.7' (12"CMP-S) LLJ f ! fE=52.8' (8"('MP-E) 53. 0' 1 - / f �W; S \ Z RrM=55.57' N---.--- W \ " a 0 1 IE = 53. 4' (8'*CMS'--E) RIM=56. 95' 3 ;r• l � ASPHALT PAR!!I NG LC7 D / 'E=54.2' (12"CON,--Ni 0 'E-54,2' (12"CcMl(-S) SMN ry CL FENCE 'R. CHANNEL) N89'20'29' 144. , Z 7 OW >\ i i�1 I I I 7 O 944 ce uj - 2--STORWOOD FRAME BUILDINGIES51.9' ;12 "(,O_ N) _ r..�(12'C,ONC--E, rE=2 .9' (12"CMP-5) to , I j ✓: v°, ,4 /{ I E=51.9' (12"COVC-S) SSMH �; 5 y`'�CB t'tM=29. fi3' 25' l+==18.7' (CiR. CNAN,ti: I /% , 1E=44.,5' (12"CONC> CB IE=47.8' (12"GONG-N) 1i RM=-49.J2' H IE=48.2' (8"CV, E) -yy430 IE�47.4' (12"GONG) IE=47.8' (12"C0NC--S) S -" D _ D�__ I BSOLrG LJ IRIM=49,52' iE=47.2' (12"CMP-N) 'E=47.3' (8"CM-E) ,E=47.5' (6"DPW) 4 .L J11' C ; V c � U co U to `a1 I U �r b H-I o Z co i� Q, CQ Lo do I .E CQ co w to eh .� G a H� Z � 3 Q O U J Q z� w O cl- J _J co � co CD Z cn J t L Q W 0 >• 0 c CC 0 _ J co UJ ct O O n 1_ N W _ F- U w Q n uJ Z V Q W CC v♦ cl) ^ O. d- O � II' � � I � Q 0 � � Y } U m m � p W Y tY Z w a- o U Q J > w tY Q � I m m M o m U -:�: Fn Q W O Q co SHEET o 1 W Q L 0 z Q rz a- _ V) z 00 F- Z O 1- U w Ln WALK SIGN G AREA LIGHT O SANITARY SEWER MANHOLE O CATCH BASIN ® TELECOMMUNICATION JUNCTION BOX T C8 -- ll v !� FIRE HYDRANT -0-UTILITY POLE R!M= 56.29' IE=53.5' (12"CONC-N) El GAS METER UTILITY POLE WITH LIGHT -� GUY ANCHOR 1B WATER METER m GAS VALVE w WATER VALVE �_ _ \ _ pAeX MAIL BOX -G- GAS LINE j RIM=48.56' ���` "'`.. R=5722 \`\`` \ lE=45.6' (t2"GONG-N) ® POWER MANHOLE _D-STORM DRAIN LINE - --_T S X r-; SCALE \ - ,� -_-- �S-��FLOw°LiN or�ETE POWER TRANSFORMER -S- SANITARY SEWER LINE 40 0 20 40 80 © POWER VAULT -W- WATER LINE 2 ---------62 -- . B STORM DRAIN MANHOLE - - - -P - OVERHEAD POWER LINE (FEET) \ �` _ --58 .-_ " �56 0 f-62 -�- -6 . - fib 6 64 SIGN - - - -- T - OVERHEAD TELECOMMUNICATION LINE 1 INCH = 40 FEET PNG /I 4 - -'�_._� 58 0. EDGE OF ASPHALT - - P_T ` - OVERHEAD POWER AND CB = _ , _ _ w`` '� �/ ►� 56 �,62 6 a 7072 _ - - D / D �r TELECOMMUNICATION LINE RIM 37.21' w` \ VR / S - -1 1 w y^` CONCRETE SURFACE (E=34.7' (12"CONC-N) �, O`er � �� G $ � �0'_72 %/ � � 8 ' 1'�.�V ;g9-.1 P ---- UNDERGROUND POWER LINE AL ALDER TREE N T UNDERGROUND TELECOMMUNICATION LINE A _ W WILLOW TREE 5• KA / / / a 10 F62 2" 0.B' R OU HAP F D g' - N & o Q5 ca L MA MAPLE TREE MEp1� �E(G �gg65g S� �� S / P T (� R R 1 D 52°' LANDSCAPING / RrM=56.26' CE CEDAR TREE MD MADRONA TREE E �NQUSpGGN�MOap 1g �' i 6 / 0 6� / 6 .cJ 1 6Q J , 1-- IE=53.8' (12"GONG-E) RG�W 86p57" �6 \ k 8 �' - SOIL TEST PIT CW COTTONWOOD TREE RtiGO Og - 656a i 5a 6 `" i 6 -1 TURN AR ND RELINQUISHMENT OF LIGHT, T CB 2 -, J 0 D y.� 1 VIEW, & ACCESS, ETC. (m SIGNAL MANHOLE F' FIR TREE r \ y! 2 0 k NUMB-R 7576 ui = R � 5 S c R.M=23.15' �jk � - RECORDING NUMBER �99' ` ji STREETLIGHT MANHOLE HY HOLLY TREE IE=19.3' (12"CONC-N) \ �'$ `j6 - G �' ( o N E=65.1' (12"CON -'� 656808 & 8603280319. /• k � GE_ T 6 V 1p vl Q �) JE= 65.0' (12 "CON a LLJ SSMH cr z RM=36.02' ---� Z o o V iE=31.1 ' (CTR. CHANNEL) I \I. Z . o o 7- 0 L 7777, .3: L z 2-STORY WOOD FRAME BUILDING -: 7 s" - - 1 � T� DRIVEWAY. I40. . 9 CB RIM= 35.40' ,E= 31. 4' !' 3 (12"CONC-S) aG 3 SDMh RIM=35._53 I Q r 1 !E=26.1' (12"CMP-N) IE=26.1' (12"CONC-E) t IE=25.9' (18"CMP-W)Lai -j -t --'' - W c IE=31.2 (18"CONC J 3 Wi TH T/L.E FACE W) v� uj !' 3 i W ;tll M-34.52 y c =22.5' ((_T R. CHANNEL) ( u I w I `� Z C8 �• 3 r RIM= 30.81 'E-27.9' (12"CMP-S) to SSMH 31 I RiM=29.83' IF= 18.7' (CTR. CHANNEL) \\ I a 1 , w VLA LA 00 l 3 3' O IE= 65. ' ,4g 5� (8'CCiNC S0. S F-H. -' 6 ® �26 �5 REBAR & 5� 2k 30 / CA.P "DEA --a.1' 0 6F / RIM=65.53, ----- r IE= 60.2' (CTR. CHANNEL_ ©f /,�i` ►'-T. = P_T Q 62. vo `'�P�`� F�� / �� "' CB _ j 22 �/ 3A l / �,� y Q' -- 0� P���� cRP�R� r i� v►�"r RIM=66.30' q / /, $ 1 v / I lE=64.6' 8"CMP-N) J h� --If IPA �I �6 r5 n OOD EA E - - X j �Lt ��'� \ SSMH- ---- �� r� b`'`� DECK r s _`, I \ j I } = / ' / ~ \. 6 ON R ' / h / RIM=65.92' IE=60.3' ("CTR_ CHANNEL) 6 W;L, v `.'SWAY UTIL E� NT, R ORDiNG 943 562622. 5,� CB a / �.j �; RIM=62.75' - ' F / IE--60.7' (12"CONC-N) ., GARAG r� SS 7 8 ! P 56 �/ Y 1 �� 4 CB SOLID LID) IE=60.7' (12"'CONC-S) 90 X \ �lF Ll �� �j� / RIM=61.10' - b I ' � c !s' IE-58.3'(12"CONC-N) 56 0 �'\_-� b I I� I �TF �� � `>Sl� 1E=58.2'(12"CONC-S) `(/ a I i 1 FOUN R& \ " I OEp 26252" 12 SO F.H. SSA4H o i�- / / / RIM =60.69' p R ER. - _ - - - I I / Q % 'f=55. 1' (CTR CHANNEL) 00 r o , o y, \\ S86' 1 43" 1 1 1.40, ti CB s C. T IE=57.9' (8"CMP-W) o I SHED u�`---Q I'rn -STORYo �� .DRI�IEW�•Y C o BLO CONCRETE / 6p� o I BUILDING. BRICK / o ,,' .b tE=57.3' (12"CON, tl) i/( IE=57.8' (12"L'ONC 5) 2 RIM=58.94' ©' ( CB (SOLID LID) a / IF=56.1' (12"CONC-N) i RIM=55.03' / ) / iE=56.1' (12"CONC-S) k/ IE=52.6' (12"CONC-N)' Q/ �\ IE=52.7' (12"CMP-S) IE=52.8' (8"CMP-E) / l IE=53.0' (6'biP-W) i N. (0 CB _ ix / \ = RIM=55.57' " - IE=53.4' (8"CMP-E) / RIM=56.95' r - f \ D 'E=54.2' (12"CONC-N) 0.3' EAST OF \ ASPHALT PARKING LOT / 3?� �; IE=54.2' (12"GONG-S) OPERTY CORNER j \ y y \ % g , CL FENCE N89'20'29" 144.89 X X 7/1171 // i RIM 54.93' IE=53.3' (8"CMP-W) 7 O W Oo �Z ,fW CB } In cD O I \ `--_--- 2-STORY WOOD /'O i RIM=53.89' g FRAME BUILDING rl �ro IEv51.9' (12"GONG-N) I IE=51.5' (12"C'ONC-E) IE'--51.9' (12"CONC-S) CB _ RIM= 50.16' IE=47.8' (12"CONC-N) IE=48.2' (8"CMP-E) IE=47.8' (12"CONC-S) is=44.3' (12"CONC) SSMH t .RtM=49.92' IE--47.4' (12"CONC) D D CB SOLID LID 1 RIM=49,52' IE=47.2(12"CMP-N) !E=47.3' (8"CMP-E) 1E=47.5' (6"DPW) 3 C8 RIM=66.34' IE=63.2' (12"CONC-N) iE=63.3' (12"CMP-S) rE=64.4' (8"CMP-S) IE=63.4' (12"CONC-E) IE= 63.0' (12 "CONC- W) SSMH RIM=69.47' 'E=64.0' (CTR. CHANNEL) :�!' , c ��.� tit 7 sja- lot eh � � U U � �a Wo Z I � b pq M • � b C\2 oW co O Nto co w N 14, .� C �a m a- m m 0 0 w Y O� z w m O = m U Q U5 > w m Q � 7 I m m 0 m w z z w O 3�: Fn Q LJ O Q 0 0 SHEET o 1 w Q J I rm T-T- rm 10, 0zkya'V Z�kaa®C�0LkTfp=a zkF�C �- 0-ra(CD T NORTH ELEVATION AACTAI D/1/1C 111/_ F • WA SOUTH ELEVATION A NORTH ELEVATION LINE OF FLR 1 5UILnING B SCALE 1 "-20' GONG BLOCK ROLL UP SOUTH ELEVATION VO°R-5 5UILnIN6 A 50ALE I"=20' COMPREHENSIVE SOUTH EXTERIOR ELEVATION NO SCALE DATE 1—I—C{8 SCALE NOTED DRAWN RSD a Sam u���lllllllll �IIIII I ill _ _ • c • GONG BLOCK WEST ELEVATION EAST ELEVATION SECTION B SCALE I"=20' REFS'°"S SUNSET SELF STORAGE �w a RENTON INASHINGTON �y) W J EXTERIOR ELEVATIONS w =o A3 n Vn z IE 385 Ei40/V T ST /V /SS.A0U.41--1, VVA. 9BO27 TEL C425,)392 6522