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HomeMy WebLinkAboutLarge Format(N. A. D. 83/91) 20'x20' P.S.P.L. UNDERGROUND CD I �� F ILITY^ESM'T o I\ I QQ o 30' N. both etre FOUND CASED 5/16" PLUG ` NEW 6' CHAIN LINK FENCE WITH PUNCI&-: 3/23/95. CITY OF RENTON ESM'T I999/99192/c39192A1 ("-'.a) SDMH: RIM = 26.6 I.E. 42" NE = 21.5 FROM S.S.O.E. SURVEY moo/ S 89'2725" E 20 N. LINE OF NE 1 /4, SW 1 /4 SEC. 8 S 89°27'25" E (PLAN BASIS OF BEARINGS) Strest (S 89'30'23" E N.A.D. 83/ 91) 1016.11' (R.O.S.) 10' DEDIC/CTED TO CITY OF RENTON / FOR R.O.V. REC.#9212081715. 0 _ 32.07 I / 32 U SAN. SEWER — l� FORCE MAIN I PER S.S.O.E. SURVEY. ICI II 10 LOT COVERAGE: II SITE AREA: S5334 SF. I3 BUILDIW3 FOOT PRINT: 13604 SF. II 1 I LOT WVER.46E: 14% LANDSCAPE AREA: 3365 SF. r 1 I IMPERVIOUS SURFACE AREA: 91969 SF. 5UILDING SET5AC1<5: I I J I FRONT YARD: 9 l-211 ° REAR YARD: 131'-01, SIDE YARD(NORTHh SIDE YARD (SOUTH); 40'-0'' (NAD 83/911 — (N 183823,12) FOUND 1/8" COPPER PIN ON CONC. (E 1303496.97) POST IN CASE: 3/23/95. CITY OF RENTON CONTROL MON. #1847. (CENTER OF SECTION) 01 01 0 MI I LEGAL br=ec;iRif=Ti0N: JI SEE ATTACHED SHEET I o ACCE 550R I5 PARCEL1 3 old N 122300-0010-04 � 1 N I CODE INFORMATION: CODE: UNIFORM BUILDING% WOE (UBC) 1991 EDITION ZONING: H-1 (HEAVY INDUSTRIAL) 1 J71PREHENSIVE PLAN 1 1 'AP DESIGNATION: SAME AS EXISTING H-1 (HEAVY INDUSTRIAL) OCCUPANCY GROUP: PI (FACTORY) 51 (STORAGE) T`"PE OF CONSTRUCTION: V-N � • • I • • 1 • i /I // // - 16000 SF t'TJLTI -STORY x2 32000 SF AICTUAL AREA FIRST FLOOR NEW 4883 SF EXISTIW3 8121 SP TOTAL: 13604 SF < 16000 SP ; . OK SECOND FLOOR NEE W 1258 SF EXISTING 1200 SF TOTAL: 2455 SF < 16000 SF .. OK TOTAL BUILDING AREA:' 16062 SF < 32000 SF .. OK PARKING REQUIRED: MANUFACTURIWG/STORAGE 13SO4 5F/1000.13.13 OFFICE 2158 SF/200-IOZ TOTAL 14.1 e'rOR1" 1 DRAINAGE: NO CHANGE IN IMPERVIOUS AREA OR DISCHARGE LOCATIONS. CONNECT NEW DOWNSPOUTS TO EXISTING STORM DRAINAGE SYSTEM. 0 Z a 4 s o o o o N a = O c: rn O r O 00 OO 110�0 Z Ca0 to - i\ N - 0 1 1 > Z' p (n 00 a0N Q 3 N N CO Xai coin o x 15 000 N 5 N N OJ O � o 0 ny c . N U . LL O Z I�J Z Ld Q LdLd F- F- 0 Z N 0 U Ld 3 ¢ LEI Zry 0 l.J w r Z Qr C Z VJ O O Z lY Z 0 LL Z W ul � � o N cn O U Z �nn �— 1L X 0 � M WATER VALVE - - CENTER LINES MERIDIAN: ASSUMED. HELD SECTION SUB. BY DODDS FOR R.O.S. #9205089003. 1 (3 o .�', -6- HYDRANT PROPERTY LINES DATUM: U.S.G.S. PER PREVIOUS SURVEY BY DODDS ENG. 1970. Z H Ill WATER METER -- RIGHT-OF-WAY LINES O O Q❑ MANHOLES (SS/SD) LOT LINES DATUM •� DATUM EQUATION TO CITY OF RENTON/NAND '88: ^ � El CB W WATER LINE PLAN DATUM + 2.95' = NAVD `88. (APPROX.) 1 _ 1 —SS-- SANITARY SEWER LINE -0POWER/UTILITY POLE THIS IS A COMPUTER AIDED DRAWING - SPOT ELEVATIONS, DESCRIPTIONS & "Wit SD - STORM DRAIN LINE o I GUY ANCHOR G - GAS LINE COORDINATES CAN BE FOUND ON SEPARATE LAYERS. ❑o 0 POWER TRANSFORMER UGP-- UNDERGROUND POWER LINES THIS TOPOGRAPHIC SURVEY DRAWING ACCURATELY PRESENTS SURFACE ao E] T] POWER/TELEPHONE VAULT UGT-- UNDERGROUND TELEPHONE LINES FEATURES LOCATED DURING THE COURSE OF THIS SURVEY. ANY UNDERGROUND I T PLAN §N ❑Ill TELEPHONE/TV RISER a - CHAIN LINK FENCE UTILITIES SHOWN HEREON ARE BASED SOLELY UPON INFORMATION PROVIDED BY o L I STREET LIGHT El - WOODGAS VALVE X WIRE FENCE FENCE OR'�ASSUME LIABILITY ERS AND LFORNASSOC., INC. THEIR ACCURACYES NOT ACCEPT OR COMPLETENESS. RESPONSIBILITY op/jCIryj NT p� N� GRAPHIC SCALEFNro me ALL MONUMENTS INDICATED AS FOUND WERE RECOVERED DURING THE COURSE JON 0 10 20 40 x SPOT ELEVATION OF THIS SURVEY AT THE DATE SHOWN IN THE SURVEYORS CERTIFICATE, 8 FOUND CASED MONUMENT UNLESS OTHERWISE NOTED. 118C 1999 77 A 2" GEODIMETER 400 SERIES INSTRUMENT WAS UTILIZED TO PERFORM E`IV�/� O SET 5/8" IRON REBAR W/ YELLOW ANGULAR AND LINEAR MEASUREMENTS, UNLESS OTHERWISE NOTED. TRAVERSE C1 ( IN FEET) PLASTIC CAP STAMPED L.S. #11691 CLOSURES WERE BETTER THAN 1:10,000. o i inch = 20 ft. UNLESS OTHERWISE STATED. SITE SURVEY DATA FROM PENHALLEGON ASSOCIATES CONSULTING ENGINEERS, INC. DRAWING 1 OF 1 ,DATED 4/25/95 Job No. gg192 00 /A 1 RAMP 0 A \1 ► � 1�— 29 6' I � \ 1 I I SDMH: RIM = 28.9 0 .I.E. 42" NE = 20.2 j / 1 _ 28 % C2 $Cr-------� 27f 7 / / • SDMH: RIM = 27.0 / • I.E. = 20.9 C I PER S.S.O.E. SURVEY 0 —/SD——SD—-SD— El . .O 44 co I 47 N 27.74 / REMOVE EXIST. A.C. PAVING% / do FOR NEW 3" CLASS B PAYING / I / EXIST. A.C. PAVING% -- -Ucr ucr p D 44 Dp 6" bi811- CRUSHED ROCK ucr_ I ( UNDER NEW A.G. PAVING% L 0 5E CT I ON / I SCALE: 3/4" =1' -0" / o Kenworth Truck Company acknowledges Pacific Engineering Technologies, lnc.'s construction / documents as instruments of professional service. Nevertheless, the plans and specifications prepared under this Agreement shall become the property of the Kenworth Truck Company upon 41 completion of the work and payment in full of all monies due to Pacific Engineering Technologies, Inc. Kenworth Truck Company agrees, to the fullest extent permitted by law, to indemnify and hold Pacific Engineering Technologies, Inc. harmless from any clalm, liability or cost (Including reasonable attorneys fees and defense costs) arising or allegedly arising out of any unauthorized 0 reuse or modification of the construction documents by Kenworth Truck Company or any person SQ or entity that acquired or obtains the plans and specifications from or through the Kenworth 27.50 P Truck Company without the written authorization of Pacific Engineering Technologies, Inc. / 26.89 —0----0-----0 0 o GP�� / 6' CHAIN'LINK FENCE 153'-6"t o C,ENERAL NOTES: DO NOT SCALE DRAWINGS. 2, FIELD VERIFY ALL DIMENSIONS AND EXISTING; CONDITIONS AT THE SITE BEFORE PROCEEDINCs WITH WORK. GENERAL CONTRACTOR SHALL VISIT THE PREMISE TO FAMIARIZE HIMSELF WITH ALL ASPECTS OF THE WORK BEFORE SUBMITTING% BID. 3. REPETITIVE FEATURES MAY BE DRAWN OR CALLED -OUT ONLY ONCE, BUT SHALL BE COMPLETELY PROVIDED AS IF L.`' AWN IN FULL. 4. PRIOR TO SI-}OP FABRICATION OF MATERIALS, OR ORDERING OF MANUFACTURED ITEMS, PROVIDE SHOP DRAWINGS AND/OR MANUFACTURER'S PRODUCT DATA FOR REVIEW BY THIS OFFICE. 5. DIMENSIONS SHOWN ON THE PLANS ARE IN GENERAL UNLESS SHOWN OR NOTED OTHERWISE: A. TO EXTERIOR FACE OF CONCRETE B. TO EXTERIOR OF WALLS C. TO CENTERLINE OF INTERIOR COLUMNS AND PILES. Co. ALL WORK SHALL COMPLY WITH THE WASHING%TON STATE ENERGY CODE (CHAPTERS 51-11 WAC). 1. VERIFY ALL ROUGH OPENINGS FOR INTERIOR AND EXTERIOR DOORS. 8. ALL WORKMANSHIP SHALL BE OF THE HIGHEST QUALITY AND IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATION, DIRECTION AND RECOMMENDATIONS. 9. GENERAL CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WOR MANSHIP FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE BY OWNER 10, ALL WORK SHALL COMPLY WITH CITY OF RENTON FIRE MARSHAL'S REQUIREMENTS. il. INSTALL FIRE EXTINGUISHERS PER NFPA 10. 2, MECHANICAL AND ELECTRICAL SYSTEMS TO BE SUBMITTED UNDER SEPARATE PERMIT. SYSTEM(S) DESIGN BY SUBCONTRACTOR NOTEfp: 0 0 LJ ►j1 G 0 ISSSM9192 /99192 A2 l96 3 1/ GROUND F SCALE: 1/8" =1' -0" 76 1 e Kenworth Truck Company acknowledges Pacific Engineering Technologies, Inc,'s construction documents as instruments of professional service, Nevertheless, the plans and specifications prepared under this Agreement shall become the property of the Kenworth Truck Company upon completion of the work and payment in full of all monies due to Pacific Engineering Technologies, Inc. Kenworth Truck Company agrees, to the fullest extent permitted by law, to indemnify and hold Pacific Engineering Technologies, Inc. harmless from any claim, liability or cost (including reasonable attorney s fees and defense costs) arising or allegedly arising out of any unauthorized reuse or modification of the construction documents by Kenworth Truck Company or any person or entity that acquired or obtains the plans and specifications from or through the Kenworth Truck Company without the written authorization of Pacific Engineering Technologies, Inc. c 0 0 Z o O W C I O rQ U W 7 0 +� U 0- Q L O G 0) O O tO OO_ Z N O O c'00 L N N a> �D ti L coin o o 0 0 0 _c m C> c—v ; N CO a a- c U U.O 0 Z in o W _ m W � W 3 Z Q W H Z C ^ QN G C 0 U— U z O Z j-- OL X O� zz 1 73 O� +— ca U N o 4_ Job No. cAll 0 0 SSTROOM UPPLY LY ABINET CID, ESTROOM SUPPLY :A51NET SECOND FLOOR PLAN Kenworth Truck Company acknowledges Pacific Engineering Technologies, Inc.'s construction documents as instruments of professional service. Nevertheless, the plans and specifications prepared under this Agreement shall become the property of the Kenworth Truck Company upon completion of the work and payment in full of all monies due to Pacific Engineering Technologies, Inc. Kenworth Truck Company agrees, to the fullest extent permitted by law, to indemnify and hold Pacific Engineering Technologies, Inc, harmless from any claim, liability or cost (including reasonable attorney s fees and defense costs) arising or allegedly arising out of any unauthorized reuse or modification of the construction documents by Kenworth Truck Company or any person or entity that acquired or obtains the plans and specifications from or through the Kenworth Truck Company without the written authorization of Pacific Engineering Technologies, Inc. r- 0 d z 01 Q C /�(� d1 O+ y O 0 U Q . C O C D 7 t O 0 0 O o Op C)M O(N Q� 10 Z C cc) O•—� + L I I I N O C V) 3 ONO ONO � N Q y cD cD O O O O � C N L00 N 'E C U.0 Lt O Z WJ O WH J Q WW C� 2 F-- F- W - (n - 2 m 3 LLl o: Q Z Q w m � O O LL Q Z O �0 �W 0�0 �LOPM can, of REti oN,,��,,�� ]UN 2 8 199. Job No. S-BIS2DO 0 Z W V� r 1999/99192/99192A3 C�-6 0 0 EAST ELEVATION, UJEST ELEVATION, N0fP--..T� ELEVATION ScaLE: ,ia''=,1-m', EXISTING C."a"' E BOX �—EXIST 4' DRAINLINE ME I 1 1 0 Q0 I Z :W METAL FASCIA ;) MATCH EXIST. =W METAL SIDING MATCH. EXIST. �W BRICK MASONRY TO MATCH EXIST. 5OUTI� ELEVATION SCALE: I/8"=1'_0" Kenworth Truck Company acknowledges Pacific Engineering Technologies, Inc.'s construction documents as instruments of professional service. Nevertheless, the plans and specifications prepared under this Agreement shall become the property of the Kenworth Truck Company upon completion of the work and payment in full of all monies due to Pacific Engineering Technologies, Inc. Kenworth Truck Company agrees, to the fullest extent permitted by law, to indemnify and hold Pacific Engineering Technologies, Inc. harmless from any claim, liability or cost (including reasonable attorney s fees and defense costs) arising or allegedly arising out of any unauthorized reuse or modification of the construction documents by Kenworth Truck Company or any person or entity that acquired or obtains the plans and specifications from or through the Kenworth Truck Company without the written authorization of Pacific Engineering Technologies, Inc, C 0 a� 0 z 61 (P � Q C Y 0 o a U � Q L O C M O CD t C) 0 0 O .-- CD O N �� Lr) cp ro Z C N r- r" N ? 7N OO N (U N Q N � — cD CD O O O O O N N N c � C) c L N Coy 'E c V ,O Z o w r— J W W W (n ~ 2 — 2 m a a z o < W N L < W W Q� V 11..! �X �W0 _d (� OL 1L X O Z Z W Q 1 Z (Yi Q Z U W o Z Z W EVELppr NW - CITY SNIT N ,111N 20 1999 ,DECEIVED (n Job No. 95I92.00 1999/99192l/99192,44 ( _ ) Rr 9�bq� 319 W N i TON w r28-23-5 3a�WJ _ � /• P � i � f rr O L 0 h T L 79 II398/ (F-ORMF.R 8TH AVE N.) Z y A T f L7 1 � I fw d 6° CVfrcE F� HUBS TRAILER PARK ^^ b j PL r K��yO� R3 r � TE<HNA EQJ'f' h �k�p'NE 1 a ---"I 6J rC - 1 t 527 q h a� �I ' Z56.87- TL 199 ! S.P.-093-89 r t h O ItI 1 \040 N TL 30 T02i 02 Z" H OT 5 90 P6TH e 5ST Fa , C �T 3i5 ° saa© I� ! � 13 J-Z p 6o W Nt sy i�. 0 i 5TH i NOTE: Kroll Maps are compiled from Official Records TO 319E and Field Surveys. They are producedforreference use r ! only and no warranty is expressed or implied. COO C A 8-2-3 -7 4-4. ZZ Ac. . o MOCKUP BLDG Q� tHa - x aus.rra� 7G U d • Dn'71NJSTRAT10N 8LDG. Co a P r o 513 �2 2K Pf 5a9 0 ¢ r2o 1 0531 5 0 ' 32 7 C0 6 8 5 , R4— no 39 3 .2 O 00 * 0100_ 13 , ; 3 4 O Ir-/IL Iz aaa 10 g � & , v 7 - wZT zs - 48 kjI7 � � 0 N �co f `710 s`a 'L l 400—�'i 6c �oL- y1 00 1 r. 6o Z� luaw. �_.io ' t+�i4,63 C 0 N-to-01" 537.26 (� b O 8 •Z 4Q5.3z S ON T; C `� We NrT C-O�N'D C D (?c-�' 1�43-U +I 1'Tf V9.42 t" Z 260.79 . 75 8TH ST. 7.L.l76 60 .; ro t r 319WRE�NTO(� W �2 8-23 5 3o9v� .—. —. 1 31.88 Ac. 1 O L 0 T. L 79 NOTE: Kroll Maps are compiled from Official Records and Field Surveys. They are produced for reference use only and no warranty is expressed or implied. G� o MOCKUP BLDG IH z I -c a I i FORMER 8TH AVE. N.) Z N. 8TH S 1 . Z(. k'ACA TED 160 -- —-------- ------ i ! 1 60 1 > I 1 2 I ly Q I l 5 4 3 260 SUB. 'TAB 1 N01 4-1 C) DMINISTRAT/ON BLDG. � P C® R P P 2 Q E E - �I I� CO i I PI' I`'- 6 7 w 8 9 i i --- `(� l 4 I �// j k 1 I — 264 _— LIJ - 14=M-----'-0--- LJ1..,J .' �• TL /ZU —I �. _— � �T-'.0�--_ _7�b —----��---_�--_--�—_ I -- I.Jti I (Al 10 �LU �1 CC /'% SITE e1/2s-23-5 RENTON 319E ;:1 POR IL J G m o � o rn 8TH ST i -1- 176 60 \y m E \1 C 0 N- D-0-I \ 1 �[) Ln 537 26 a 8 C Nz 495-32 • Q � ���^ 49$.33 rA z� ��.R`E fV;T O 0 � ` L-.43—U N I,'T� 378.08G •\ 5 � -Z � Q O 4 C- = 260.79 :0> of / 75 A Q —A, ESTATE' VICINITY MAP SCALE: 1" = 200' Z PACIFIC a f T R.CO. S 25S HUBS TRAILER �• �I 1 2 I I ! Q Cr3 Q I I 0 � PARK (A)'3�-- --- /� ' 4 2 z 1 �' I _ e TL /99 3 4 'rl 6 3 0 i (B) q q `fir' ' a c� is 1 I I a J ? 00� 1)04030 Ac 1 PACIFIC GUAST P D ELHNA � P DV TL � ,, 1 - X T E I TL.127 I I J R.R G0. h MA,,NINE ' 0.25AG c P I I Q J j11t 11 272 T.L.37 tl� 075 79 90 264 -/426 -- --- -�Q- tr-- - -- - - U N. °6TH e bST ---- --- — --- — --- --- ---- {� - C 13 60 541 10 sae ZIO s4i ¢16� 1� ` 35 = 16 9 S33 = 16 9 s3 W 5®n 8 531 Q� I �_I 18 s ° g s� � 20 1. ®19 6 > -182 = 21 4 FIo21 40° s, 23 513 22, W Can 511 , W ---_- 1 _ zo07 z :Q= 23 2 Q`Q =5023 2� Q 5 2os f• ^ 24-7U�`�l H - 1 I O ,ols i ( � IH N 5TH 57 513 12 1 R 2K 1 '� 3 A,U ONE — 0 1535 4/2o /jQ 5 Wo 1 531 - 327 CO 6 5 g° tiP - /TO 3 z 39, =3) o nG "00± 1 3 51 r^ 13 V f LLA 13 a o j4 17 jest cr J t' 1 6 IST A 12 _ ! 2 44�" ijI 16 l0 37 n EJ 17 01 435 - ` ' ®Q \ ja < 9 = I.Q .918 o� D 43< A g � C 7 4E 4EW 415 2� THE PARIP;ETTE (� ti' 211; 3 6 4 I I 6 a6Ka� Q al 22. 5 9 la 22 S z S , 23. 413 4I2 415 _ 1 4 10 24. 3 ®< 4 r _fi Qo 24 116.3 O 1 1 2 APT. [ < v 25 n; 02 �auV - 27 Q $ ��001 60 iZo/B.3� _ 1 a 60 0 00 - - ! ;75 60 13 I 3 �4�f-- 1 5 I h IL ' a �o 2 12_,�_ <aaol 10 3z9 8 ' 6 h tl Z.S 7 ' 7 IS W e 418 s 19 � ti 31,1 10 z - III p Ln O W 1' I C)= I I l iI I I I i T 1 I I 18.2 Ac 6•;9AC. I `--- I i T 1.24 -- _VACATED --- PIGOTTI 0 A V£. � IL�CATEC 10jr Lve -l33 fHT `c� I - h 6'3Ue1 14 I -6 /� jFao F _ 2 41 aL7I r-- t 1 Q �i 12 5 II f2 13 14 I� O 1 I$<� 3 J j �l_ 3 I' = VA ATcO =� — — ✓A ego l�o 21 22 23t24 2S 26 27 28 2� 3 ,� 33 34 35 3 M 4.07 Ac. 7Z.23 C 0.67 Ac. T. Z. /69 I 70 1,n 7n v' 0 G) F 0, . both FOUND CASED 5/16" PLUG WITH PUNCH: 3/23/95. PLAN GRID J 10000.00 _ 5000.00 20'x2O' P.S.P.L. UNDERGROUND FACILITY ESM'T REC.# 9210202, N (N 183 23. 9) (E 130 49 .93) CITY OF RENTON ESM'T N.A.D. 83/91) NLW b UHAIN LINK r LNUL ICL `r -- -- II- - N. LINE OF NE 1/4, SW 1/4 SEC. 8 (S 89'30'23" E N.A.D. 83/91) - ((N D8 2/92) 8 S 89-27'25" E (PLAN BASIS OF BEARINGS) FOUND 1/8" COPPER PIN ON CONC. , (E 1303496.97) POST IN CASE: 3/23/95. CITY OF RENTON CONTROL MON. #1847. (CENTER OF SECTION) EL of of �I I I S 89'27'25" E 1016.11' (R.O.S.) (31 101 / Z - / SAN. SEWER - ----- -I— I MAIN ° PER S.S.O.E. SURVEY. I i I RAMP I � O 29 I I SDMH: RIM = 28.9 0/ /�' I / • I.E. 42" NE = 20.2 �1 I / o 1 -- 28 •-- C2�86-------I 27f7 / • SDMH: RIM = 27.0 / I.E. = 20.9 ° PER S.S.O.E. SURVEY ( o _/SD - -- SD SD -El I � � 01) N � N I�rIv • 27.74 / f yo o UGT --_ `� ---UGT / ; o I / 27.60 pSPN / 26.89 —o----o-----O�o o GPI / 6' CHAIN -LINK FENCE 153'-6"t o i o e�. o I 51TE FLAN GRAPHIC SCALE 10 20 40 QI J I ^ a vi 31 O of �I N N O I Ln m N N I I I I I / DEVELOPMENT PLANNI CITY OF RENTON JUN-2,8 1999 RECEIVED a 0 1 Lp Q � Q v >O ❑ � ❑ � U � ❑ N Q so crn o--o �o 00 0�0 z^ Q'oo �aI-� QN ��(0 3 ai <Din o0 GN 0 0� V O O N yi N N CD c =v O y c a y V ,V � � O 2 0- 41 Q c 0 _^ z z O �N !� X W 'tt \�,! z _ 1 i—` Z � � O zQ W j i(n.�ll +Rt l�T a 1L A] SDMH: RIM = 26.6 I.E. 42" NE = 21.5 FROM S.S.O.E. SURVEY ( IN FEET ) 1 inch = 20 ft. �cF_Sq - d Job No. SS 32.00