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HomeMy WebLinkAbout2009-Building (addition)WARBIRD BUILDING ADDITION P.O. BOX 3086 OSHKOSH, WI 54903 OWNER EXPERIMENTAL AIRCRAFT ASSOCIATION, INC ENGINEER lcm .i • Q1VN~TI : „ ONE SYSTEMS DRIVE APPLETON, WI 54914 LOCATION MNP (920) 735-6900 t: BENCHMARKS: #1 - PP# 1816 34RB LOCATED NORTH OF INTERSECTION OF KNAPP ST. ~ ~ I ~2 AND AUDREY AVE, EAST SIDE OF KNAPP ST. ELEVATION = 793.46 i ~ ~ ~ ~ ry #2 - LIGHTPOLE AT NORTHEAST CORNER OF INTERSECTION OF KNAPP v SI % acAnSx 'P AND TAXIWAY P-1 ELEVATION = 795.49 1 i ~ i eft CALL DIGGERS HOTLINE 72 HOURS PRIOR TO ,„xxE~~~,, w~s~oxs~x EXCAVATION 1-800-242-8511 P~. ~ . b w w w ~..F`°D r~.v ~ ~.i+rae.o'•a . «..,t, a i , 4 F ~ , uh Y ~ ' ~ ac w .+rM,.✓arww r-w~w 'r. r..: ~ _ ' ' «t w h r S ks ~ ~ ~ .n. > - ~ ' _ L3 ~ w. r . . v ~ y .td i Y ~ P . n ~ r . ~1 ~ « 2 Y~ : r 1 57- 4 ' V { m alp ~ Y . ~ . 4 - s ~ _ ~p3j r M, _ ~ ( « dw `i. 4: y , b. ~ ` ' _ ~a, . s ~ . _ . , :x ~ ~ w~', « . . w, ~ ~ . „ : ~ L ~ x . . ~ q ~,t ~ g ; ~ ; ~ a 4M x E' . iF' i Y, . i ; . • ~ T , ~t 'L t:, f1~IV t , ` - : , . . , ..r ~ - - r R ' 4 a P ' _ , ~ T4'` e y = F' a 4, wy~ ~ z ~ .a w- ~ , F : ~ , , - . ~ 5 - ~w, : ti; ~ ~ »x w/• ~ t'd ~ ~ ~ r~ p, n ~r- x ~ s ~ ~ ~ ~ _ • a. ~ ^s ~ ~ , ~ " `~'~4'' Y ' ~ r' .i, ..r ,.y 1 i w,, ..h ! svw ^ . c yyw ~ yam,,, ~ 4 • . y i ~ ~ l II .1.~ .'f.-.. ~r 7.r'9,,... •~w;8 ` e ,Aar y~e ~ ' e ~ A~ , a ~ ~ ` ~ _ ~ ~ < ~ t 'fix t ~ ~ W s;^ M y, F ~ 'I~ 1' k ~ ~ , , i, L w 1 ,ys ~ t ~"„it ~ tom, r f~ ~ ff ~ . ~ ~ v ~ .~y~*° ~ ~ c' 1... "k a; M~'~ _ y r PfipJELT I'i4W c ~ Y' ~~i f . c Iq r ~ PR0.,ECT 8161 r~ y A tW' F Y~ p „ r , ~'~i G w ~ a w Y` ~y ~ s ~ : w, y t V : x ~ ~ f~ i _ _ B: r : r ~ :..r..~'~. ,s, ~ a M ~ ~ k ~ . TI ITE LAY T _ _ _ ~ RALL EXI N VE 6AT£ o NORTH r ~ I~ L S X GND X r ~~D 7~7.~8 X r' 7. q 7 -T- TO KNAPP ST. ~ ~ ~ ~ , . 7~z, ~ 2 ?ET~J~dEF„x T~`3~r'JER ~ fa as ::'::r: ~ ~ ~ ~ ::;H;.. E 3 ~ .fie 7t~,7.74 I-Al EXISTING TOWED ~ ~ ~ LEGEND EB T~~~t T~+rER w 40 EXISTING ASPHALT , X NG~ X u~1L x ~1~D X z x r~ X GNEi EXISTING GRAVEL ~ r~ ~ ' EXISTING BUILDING ` - - - k ~a ra ~ ~a_, ®CISTING GRAIIEI EXISTING FENCE - - - - - t~ ~'r - ARKIN AREA P G . ,ta-~~ r r_p 1134S~FT OmN r F r' - "JJ - ~ 4D Cc ~~Ir~ X f' ~p{E{ rr v ~Q X t~ Fil~'Y~I ~t"T~f.l J~ J-Y J£ X ~~:~v 4.3t`tG owf2m z~oN j;; . d , r r,J~-,1r- r,~y~- K ~ ~ K LU N Qf - - Y~r' - 1 ,~,~'r~ ' , ;y,~ ~ / ~ ~f- ~7 J=ffr;i -~=fl;i !-r ~I,I.,~~-I .t{-,I f i~ - 7~ l Y, _ - - - - 1 vZ0.1i. ~f`.' I1~~flIJ~~IIJ-7111 -~I 2c ..z r~~~~- - . O 0 X ~i~D X GNC' X G~~D X n C~ ~ ~ ~ ~ ~ c r , ~ ~ ~J ~ 4~.~ ~ ~ ~ ~ ca t ~ EXISTING BUILDING 4c C03 ~ ~ 1244 SQ FT ::~~;~.p~.~ 7 ~ 6~.~ E ; 2c "4 2C r fl 7 8 X v~D X ~~D n, ~ 7 °7 X ~~~D X U~~C ~ ~ E ~8.3e~ 7 ~8 t.78 T~ ?.~2 ~ ~ I" InMCD EXISTING BITUMINOUS ~ :'.7:~:~.:r' ..S1Ct't~' Ca LAAF ~ 23 t: Q 1 SURFAC EXTENDS TO ~ -.Nt-- KNAPP ST. X v^~~ x ~E~~ X ~~v~ to 7~~.F~ , ~ re~4 .87.8 ~ 788.x' ` 1 Ju C* X_ i'.•.' 7 ! _ * _ _ _ 3~ - K Ka ~ ~ ?88.4 ~ CL COD ~ ~=f-`'`~`~--~=-,`~I~-~~,~~-~x,~. uj gc ZCD - _ - X G;~i G n~,~~r~ K, ~r~. 88.81 788.2 • , r .,k r~,~~,~ E~ PLAN REMSIONS ~ X~ Ff0JECT MA?"GBt RDG PROJECT ENGNEER: MG i'~ r ° ~ r i , ~ ~ ~ DRANK at EW FCVLI#ED BY: FOG EXISTING GRAVEL . ..........:~N PARKING AREA , 7~ ~ j 489 S FT , Bf~(~ n X' ViVU ?S~a',~ .,n 78.87 ~~788.23 788.1 ?88.,.6 ~ ~ ~ ~.v~ , ~J.~ii 78784 XF T 7a~.~~ ~r 112D/O8 RDG ORIGINAL COWLETI , o ~cr ~ DATE APPR4 DESMFIrM P►MJEcTIQ ' M1260A07 ~w~~ scar ' DRAWYC SHEET NO, Cloz ~I - ~ T PP ST. 0 KNA . • W 0 F LEGEND ~ EXISTING ASPHALT i .f F.( ~ EXISTINGGRAVEI F~~ ~ 2~.5 _ EXISTING BUILDING ~ ,K~-.,~~=~,~ a ~7x~ ~=rx~ J--r~~ _ t~.,~ .1~_,~ .~a_,~ : a_~ x EXISTING FENCE 7 ' 7 ' ~7 ' ~ 7 m , r~=~ k = r,=~ y'~- rx - rd ~ -i~ .f - _ - - - GO ~ ~~J ~ ~ J ~ ~ K,= , r = EXISTING GRAVEL t~_,~ .~J_, ,~I,,i F' PARKIN AREA 7._ 7 7. G 1':..... ~I - - Kul K ~r' K1=~ `J=~ ~ - - ~~~Y~~~~-~~.~-~~~~-~'-~~~ TO RE REMOVED i:.:..'.":..' : d _~i JAY p ~ ~ .i _~i ~ ~ ,~i - ~ ~ DSO S FT K k C' K K ~ Q . O m N r 00 t7c J-~f i 'J-Yf,i ~J-~f.i 'J-7f i '-~-"~Jr,i - m o U6 i.:G:;::::.° ::.:.:::::::.:.::i ~ e I-~i IC-14, ICV ~ K ' ~ ' ~ ' ~ ' ~ , , r EXISTING BUILDING j. J ~X+I J-Tp-~ ~'r~ l J Yx l I Go c; .a ~.~i~-~I,~i ,J~.~~~X ta=xi - - ~ ~7 - TO BE REMOVED O 4fi2 S FT C Q ~F wacCLI . N CrJ O? fi r 2c 0 EXISTING BUILDING TO REMAIN ~ 742 SQ ET i IU6 ~ i ~ ~ .y f.i i~~ ■ ......................................y ::V C2 2c 2c Y f -7 r ' - 2c CD Q 1~ _ - i ~•~,'~x,~ ~-tJr,,a~-rjc,~~-eJ,,~~-rr,~ ~-~x,, , K~. K~.,,-, K'~.,C~.,K PLAN u asp ::.~~.I ~~.I J~_~I .J~„I .~7-;~7- Pfi(UECi ~SNl4fl gL C03 m"I 10 ..........1'~i r K ~ a+~cT aw►~ ERANN BY: EAM . ........................:..1 . . Mi oc Zo ~ '..l.. "REMS S PROJECT MANAQ3E - RDG ENGNEER MG DRA11111 BY- EAM FEYEWED BY: %G TOTAL IMPERVIOUS SURFACE REMOVED:1592 SQ FT I A~ DE TPUT FOR IMPERVIOUS SURFACE REMOVED:13.O1 LBS - WinSLAMM OU o is m NQRTH rcraa DRAWING SCALE TAr+AWICi SF~T C~ x x 787.58 X 7$?.47 ~i.'•~~h.~.~i$ ~~}iiiiii:11:~:f1: ~:`;~iifv:?i:•`.ii~1:%1: :::.:::•:•::::::x :::::::::::::::::::::::::s ..X ~ LANDSCAPE PLANTINGS NUMBER MANRE HT. ' ~a~.aE i 787e~ ...?87..93'::;.;;.; r:~r:'>;:i:~i:~- EXISTING GREFSHEIMSPIREA 20 4'-6' a~,~~ '~s•c2 TowER ~I ~a~ t ~ ~ ~ r;:;:;;;;;isi`iii..•<_:ii;;i.: 30 FT 78 X X m ~ ~a~.oG ~aa.zs ~ae.oy I, ?~a.z4 c~:s: D(ISTIN~ ASPHALT ki:~~:~:~::~: ~ ~ s s~-~ EXISTING GRAVEL IXISTING BUILDING ~ o o t~ x- DCISTING FENCE ~ j °o PROPOSED o ` ; 7:r~r'::::::::::, Q WARBIRDa X , X X X :<~i:.iiti:.;;i:; i:.iSi,~ z x ri 788.10 78fi.~L 7~~ X67.85 ~ BUILDING 0 2280 SQ FT o NOTES: ~:~i:'r•~~'~::i;:;::; ) ~:,:~e 1 UNDERGROUND UTILITIES SHALL BE FlELD VERIFIED PFilORTOIXCAVATION. ' ~r 2} ALL EROSION CONTROL MEASURES SHOULD BE +c>~~~~~~:~i:~i:2 ~ IMPLEMENTED AND CQNSTRUCTED IN ACCORDANCE X i X X WITH WIS. DNR TECHNICAL STANDARDS. y' ti::i:~^~.. ~ 788°13 ~ 787.92 78?.89 u?.3~ ~ 3) TRACbNG PAD SHALL CONSIST OF 3" - 6' CLEAR ~ N ~ OR WASHED STONE A MINIMUM DEPTH OF 12' - SILT FENCE a 4) ALL GRASS DISTURBED AREAS SHALL BE RESTORED 1 WITH TOPSOIL, SEED AND MULCH. .:;:.iii::ri:~:a3:~:x~i:::;;i::ii: _ ~ . } $ ';~$~:.~:t:::;::;::;~t3:~::>:;:;~;:i EX I ~T I NG x x ~ 6U I LD I NG ~ rg r,ag 87.78 '87.6. gig, e2 = F:;:;i}i:;}iii}iii:{iii:)::i}y~:};:: ~ ~ ii{. r~~•- X X ~ 788.'-6 qG ~ ~ L 78 t._ .63 m s.;~." ~4 2 s~~ . 1r'~' r f - - a 1 r:~;:~~i:'iir:~y:~i:i:~::::<: ~ ~ a~ TRACKING PAD 3~~-. '~r L a.~ e_~~,~'ci-,~ ".~:I ,8.32 ~ ri ,~.J TOTAL IXISTING PROPOSED DISTURBED ~r:;::i::ii::i::ii:~ ..r~ ~a~ez~7&E.2' x PACEL I.D. PARCEL AREA IMPERVIOUS IMPERVIOUS AREA C'~ t~'.'s T1~ i ?a~.zs 14f 353000 420 AC. 5,462,431 S.F. 5,463,119 S.E 6,850 S.F. _::::~k_.,,..:::...~ - IXISTING TREE TO RE 788.:1 7S~.C6 X TOTAL IMPERVIOUS SURFACE REMOVED: 1592 SD FT re~.ea X ?~7v~y TOTAL PROPOSED IMPERVIOUS SURFACE: 2280 SQ Ff SITE PLAN NEf INCREASE IN IMPERVIOUS SURFACE: 688 SQ FT DRAINAGE GRADING AND EROSION WinSLAMM OUTPUT FOR PROPOSED IMPERVIOUS SURFACE: 8.03 LBS r~onn~ ~ M1 DRANANG SCAIE w.c i ~ J 1 I FOLD ~ MAx, r , SUPPORT ,4 ;CORD ~ i I ! ! GENERAL NOTES 1 EOTEXTILE ~ f` a S ~ ~ FLOW FABRIC TIEBACK BETWEEN FENCE DETAIL OF CONSTRUCTK~I NOT SHOWN ON THIS DRAWING SHALL CONFORM TO ~ FF E P TI N F E TAN D IFICATI(NISAND N POST AND ANCHOR TH ER NENT REQUIREME TS 0 TH S DAR SPEC m w ~ APPLICABLE SPECIAL. PROVISIONS. ~ S ~ , m ~ ~O 1 SI WHEN POSSIBLE THE SILT FENCE SHOULD BE CONSTRUCTED IN AN ARC OR HORSESHOE SHAPE, WITH THE ENDS POINTING UPSLOPE TO MAXIMIZE BOTH / ,r~ FEN S~ ~J ~ STRENGTHAND EFFECTNENESS. m ~t ~FN GEOTEXTILE `tiOT ~ ~ " - F f ~ ~ CROSS BRACE WITH 2" X 4 WOODEN FRAME OR EQUNALENTAT TOP FABRIC ONLY S ~ ~ ° ~ OF POSTS AS DIRECTED BY THE ENGINEER OR OWNER. ~ ANCHOR STAK N WOOD POSTS. MIN. 18" LO / N BACKFILL & COMPACT ~ - ~ LENGTH - 3 - 0 MIN. ~ THE GEOTEXTILE FABRIC CONSISTS OF EITHER WOVEN OR NON WOVEN TRENCH WITH ; 20` MIN. DEPTF[ POLYESTER, POLYPROPYLENE, STABILIZED NYLON! POE.YETHYLEN, OR EXCAVATED SOIL IN GROUND SILT FENCE TIE BACK ©m N v- FC94010 EN REQUIRED BY THE ENGINEER) ~-~INYLIDENE CHLORIDE. NON-WOVEN FRBWC MAY BE NEEDLE _ ~ ERE F. PUNCHED, HEAT BONDED, RESIN BONDED, OR COMBINATIONS TH O z w m w Rr is i ~ ALL FABRICS SHALL MEET WISDOT STAND SPECIFICATIONS. O U qt ATTACK THE FABRIC f3~ SILT FENCE SHALL. BE ANCHORED BY SPREADING AT LEAST 8" OF THE TO THE POSTS WITH WIRE ~ FABRIC IN A 4" WIDE BY s' DEEP TRENCH, OR 6" DEEP V TRENCH ON THE ZON STAPLES OR WOODEN LATH ~ AND NAILS UPSLOPE SIDE OF THE FENCE. THE TRENCH SHALL BE BACKFILLED IU 04~r~ cr) ` AND COMPACTED. ' ~ GEOTEKf ILE THE MAXIMttM SPAC~IG OF POSTS FOR NON-WOVEN SILT FENCE SHALL FABRIC , 0 BE 3` AND FOR WOVEN FABRIC 8. wz~~ 3 0 FLOW DIRECTION 4f ~ u` GEflTEXTILE FABRIC SHALL BE REINFORCED WITH A HEAVY DUTY ~ ~ NYLON TOP SUPPORT CORD. i\~i\ ~/i 2C NoT~: a ~ EXCESS ~ THE FULL HEIGHT OF THE SILT FENCE SHALLBE SUPPORTED BY 1 ~ X y~. ADDITIONAL POST DEPTH OR TIE BACKS FABRIC--~ AIR OR KILN DRIED POSTS OF F{ICKORY OR OAK. THE SILT FENCE FABRIC MAY BE REQUIRED IN UNSTABLE SOILS SHALL BE STAPLED, USING AT LEAST 0.5" STAPLES, TO THE UPSLOPE SIDE OF THE POSTS IN AT LEAST 3 PLACES. THE POSTS SHALL BE A MINIMUM OF ~ ii. 3` LONG FOR 24"SILT FENCE AND A MINIMUM OF 4' LONG FOR 36" SILT C~ TRENCH DETAIL ~ Cal ax g FENCE FABRIC. COD SILT IrENCE DETAIL g ■ cm a ac ~ NOT TO SCALE ~ 1 ~ 1 011111111111104 ac 3"-6" CLEAR OR WASHED STONE MINIMUM THICKNESS 12" FOR CONSTRUCTION ACCESS. ~ to 2c Q W1 fl ~ C~ ``-1 ~ ,r-~ ~0 ~ ~ r f ~ ~ ~ cml* a~ ~ . ~r ~ ~1 ~ ~ lam' ~ ~ ~ ~J ti.J ~ t.,r t_ % l1 ~ ; 4,. i Wp xg r LJ ~ ~J ~ , ~.J "~I ~J L~ ~ ~ ~ ~ s~~~o° on LAJ 44 Zo ~_,.-_.w._ ~ FEET PU PLAN REVISIONS ~aa.ECT ww PROJECT MANAGER: " r aici THE GRAVELACCESS SHALL BE INSPECTED DA~.Y. ACT ENGMER MG DRAIMN 8Y: EM RE APED BY: !AG AREAS NOT MEETING THE DESIGN GRITERIAAND REQUIREMENTS SHALL BC= REPAIRED/REPLACED IMMEDIATELY RA KIN PAD I IZED CON TRUCTION ACCESSIT C G STAB L S NOT TO SCALE u2aue U2DPo8 RDG CRIGIML WPLETI IkT£ A PNQECTIq. DATE MM-0 DESMPTM MECT in 1 M1260A07 CRAVIIC SFE DRAWM SFF£T Na 0105 1~r~^~f1 _ ~~iw~a 2'-~" 9'-~" I~" 9`-s~`° 9'-~" I~" 9`-~" I~" 9'~D" 22'-t 11~._.___. 4" THICK BATT INE;EJLArIGN €N E3~JIL>91NG ~ r- ~ G ~^TNIGK~ATTINOmlLA71CkV [ ~ ~ ~ N tattll.plidx WN„~,25 - .__W_, e_,.~_ .r ~ ~ t 91 X ~1 91 X 1l X '~a 91 11 1 ~ ~ VAL,U +~bGk9 TO WAS A MINIMI~1 1 x 9x1 sf? CJ,W. ~7D~~ O.N. ~~7C?~, C7.W. C~UUl~' b.N. ~C7f7~ C?,N. ~?C3C?~ ' ~1"~CwL. 9T~~ m ~ ~ ~ ~ ! I~ ~ ~ f)~ ~ ~ ~ n~!~ r ! Q ~ 1" V _ ~ ~ x~ ~ Q ~ { ~ e ~ ~ I ~ i I ~ I f~~I~F~DaEfa ~IIfLC7iNC~ F_._________________________________ -----__r__________~...__....._._....._.__._______. _ - - - -f t ! f~ ~ ~ i _0 I ~ ~ r 1 I xQ i ~ ~ U~ ~ 1 ! 0 1 1 ~ ~ x1 x"i 5 x1 9x7 9x1 ~ t ~ C7.N. E7C7Qi~ C~,N. I~C~U~ C~:W. gC70r~ C~,~#, qpt~~ O,N. ~7U~7~ ~ ~ _ iv ' i J N 21w~1, ~t_~l, _ I8• ~1,~11 ~1 9d X11 S` Olw~,l Z2• ~~t 'I~1 III 24'-~il~ ►to to ar16" . 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