HomeMy WebLinkAbout0046984-Building (foundation)PROPOSED BUILD N
ENTERP
13ULDING TYPE
TOTAL LUWINS AREA
OCCUPANCY
BUILDIN
BUILDING FRONTAGE STREET EXPOSURE
COMPLETELY SPRINKLED IT•R NEPA 13
VERIFY ALL SETBACKS,
PFJOR TO CONS1 RUk.
2. ALL CONTRACTORS SHALk-
3. ALL AFTLICADLE U I ILI TY C'
EXCAVATION, TO VERIFY
4. Call RACTORS SI TALL 1/
CURDII46, DLACKI OP, E fC
DE RESPONSIBLE FOE PM
GENErit L SITE NOTES
TREET
TATISTICS
b WOOD FRANC UNPROTECTED
[EST FLOOR: 4128.59 SO.FT.
BASEMENT: 1632.00 SQ. FT.
CANOPIES: 90.22 SO. T.
TOTAL 5550.8 SafT.
CHAPTER ILI 54
ING POSITION, HEIGHT, CONTOURS, ETC., IN
yURIfi.1 ALL PIMENSIONS, CLEARANCES, ETC.
"PANIES SHALL BE fig1 IFIEP PRIOR TO
ATk7NS OF EXIST ING UNPERGROUtT) LI HUT ES
CARE NOT TO DAMAGE WALKS, DUILDINGS,
JACENT TO, OF Ot I THE SIT E SMALL
IC DAMAGED DURING CONST RUCT
ALL CONTOLFING/GRAPING SHALL DE Par IN EVEN t SMOOTH
RANSIT ION TO INSURE POST I IVE PRA/NAGE AWAY FROM DLDG.
THE GET URAL CONTMCIC, SRLL FROVIPE AP EQUATE, TCCESSARY.
t REGUTREP E3ARRICADES, TINGES, t, SAFETY PRECAU I /ONS roR
nr GENERAL UG SAFETY [VAR THE SITE.
PROPER FY UtV INFORffiAl 1011 FURITSI BY OWNER AF;CITITUCT
ASSUMES NO RESPONSII3ILTY FOR ACCURACY Of PROPERTY 1)1T5.
L. ALL WALKS, GIRDING t BLAL.KTOP GETERAL COW RACTOR.
0. 6nrRAL CONTRACTOR 1 VERIFY UT IU 11 SERVICES TO DLDS.
LUPING TEM SAT; LARY SEWER, WATER, GAS, ETC. WITH
OWNCR t Al PROPRIArC TRAI FO. E,CACT LOCATION, SIZES, ETC.
10. TT FRESLINFT IVE SOIL BEARING VALUE IS 3000 P.Sf. Fat VTIOT'6
SHALL [VT BE FLAW PRIOR TO GM ION OF SOH- TYPE 5-0
BELOW FT6, CONTRACT OR SHAU- FROVIPE TEST /OLE. PA TA FROM THE
WEST IGAT ION SI TAU, DE SUPPE-EP 1 TI ARO 111 ECT IN WRIT II 1G,
[FOR TO FT G. INS TALLA 10t4. A COPY 0t THE SOIL. PA TA t SAMPLE
SHALL P)E I(EFT AT TT f DWG. SITU FOR THE USE OF LOCAL INSPEC-
TORS, TEST HOLE MAY DE DUG WIT H POST [TOLE DIGGER Dy HAW.
11. ALL WORK TO COWORM TO WISCONSIN APMIT151 RA 11VE COPE, NA.,
6EITRAL cowrvials A-201, FREVAILINS LOCAL COPES.
ALL ACCESS PRIvus AFFROACHES SHALL DE INSTALLED IN ACCORPANCE
WITH LOCAL REQUIREMENT 5,
12. BUILDING MAY DE ADJUST t FINAL. Vt OF ACTUAL. DWG.
LOCATION t FINISH FLOOR EUVATON WILL 13E MADE BY ARCh TITECT
OW1WR EN FIELD PRIOR 10 CONS1 RUCTION.
13. ALLOW 6° TO 8° CRUST VP ROCK Ut WER ALL COt iCRETE WALKS, PARKING
AREAS, t DRIVES PLUS rarsh MATERIAL. CONRETE, BLACKT OP, ETC.
TO ARRIVE FINISH GRAVE
14. ALL WORK TO GOMF WI I i CHArl ER ILI iR 61. Al T} C/O/41E1 TON OF
CONS T RUCTION 11 IE REQUIRED AMOUNTS Of tiAVVICAP ACCESS IBLE PARK&
STALLS SHALL, DE PE-LINEA I ED IN 11 PARKJNG 101" At V AN ACCESSIBLE
ROUTE TO BUILDN5 SHALL BE MINT Alt■UP BY 11 DMA) ING OWITR.
r. ALL EXCAVATION, DISTURBANCE OF SOILS IN ANT FAST 110N, At V GROOM:N(3
or TOPSOIL, FROM STAR V or FRO:JECT UNTIL FINAL LAtVSCA11116 t
D EC.7114 oRowni, SHALL- Be FROTECT EP FROM EROSION IN ACCORDANCE
WITH STATE AI V LOCAL REOUIREMENTS. THIS RESPONSIBILITY SHALL
IMMEDIAT CLEAN Ur 0 5011-5 1 RACTEP 0N!0 t■TJAGENT STRT
Ali) SIPE AS WELL AS INSTALL-Al ION OF NECESSARY EROSION
FABRJC, DIST R1131.11 ION 0f I tAi OVER EXC AVA1EP NV STOCKFILEP SOILS,
NT) AN( REQUIREP FERMI 1 S FROM LOCAL AU 1 WRITES. ALL WORK 15 1 f
RESPONSIBILIT OF TT ERAL CONTRACTOR OR EXCAVATOR.
le. GEITM CONTRACTOR SI TAU, SUBMIT A N W E OF INTENT FOR STORM
WATER DISCHARGES ASS(7CIA1EP WITH CONSTRUCTION ACTM T ES AS
RMUIRE) DY FEDERAL LAW W/ 1 IE P.N.R_ 14 PAYS PRIOR TO CONS1 RUCTI
NCT iCE c INT ENT 15 RECIUIREP FOR CONSTRUCTION OF BUIWINSS
DISTURBING 5 OR MORE F IRES Or LAI V.
3 E2I1)5
56,000 c3(., FT.
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