HomeMy WebLinkAbout10422 CONNAUGHT DR, CARMEL, IN 46032 STORAGE site planN
68'6'-1"16'27'
18'-7"
34'
86'-10 1/4"
SITE PLAN
SCALE: 1" = 40'-0"
PROPERTY LINEPROPERTY LINED.&U. E.200'-0"PROPOSED UNFINISHEDSTORAGE
315 SQ FT
12'-3"69'-3"200'-0"17'-0"LIVING AREA1659 SQ FT
15'-7"19'-7"115'-0"
115'-0"
48 SQ FT
7'-1"
NOTES:
1.- PROPERTY LINE. 2.-SQUARE FOOTAGE OF PROPERTY: 23,000
3.- EXISTING FLOOR GROSS SQUARE FOOTAGE:1,9074.- EXISTING SQUARE FOOTAGE OF IMPERVIOUS MATERIALS IS:5,0575.- PROPOSED FLOOR GROSS SQUARE FOOTAGE:3156.- TOTAL FLOOR GROSS SQUARE FOOTAGE:2,2227.- PROPOSED TOTAL IMPERVIOUS MATERIALS SQUARE FOOTAGE:315
8.- TOTAL SQUARE FOOTAGE OF IMPERVIOUS MATERIALS:5,3729.- TOTAL SQUARE FOOTAGE OF PROPOSED DISTURBED AREA: 5410- EXISTING BUILDINGS:55'-0" TO THE SOUTH AND 50'-0" TO THE NORTH
11.- OPEN SPACE 76%
C/L 10422 CONNAUGHT DR. CARMEL, IN 46032
EXISTING CONCRETEDRIVE WAY 2,360 SQ FT
EXISTING CONCRETEPATIO620 SQ FT
128 SQ FT
170 SQ FT WALK WAY
SWING SET72
SQ FT
EROSION CONTROL NOTES:
A).- SILT FENCING ON ALL FOUR SIDES 2'-0" INSIDE
PROPERTY LINE PRIOR TO START ANY EARTH MOVING.B).- ACCESS TO CONSTRUCTION SITE IS FROM FRONT EXISTING CONCRETE DRIVE WAY. PREVENTS SOIL FROM BEING
TRACKED OR WASHED INTO EXISTING ROAD WAYS.C).- ANY RE-GRADING SHALL BE DONE IN A WAY THAT WILL MINIMIZE EROSION.D).- CONTROL MEASUREMENTS FOR RUN OFFS AT
APPROPIATE LOCATION TO KEEP SEDIMENT CONTAINED IN SITE.E).- ALL DISTURBED AREAS MUST BE SEEDED AND STRAW
IMMEDIATELY AFTER COMPLETION OF GROUND ACTIVITY.F).- PERMANENT AND FINAL VEGETATION OR STRUCTURAL EROSION CONTROL DEVISES SHALL BE INSTALLED AS SOON AS PRACTICAL.G).- ALL STORM SEWER INLET PROTECTION DEVICES SHOULD BE PUT IN PLACE AT THE TIME EACH INLET IS CONSTRUCTED.
H).- THE CONTRACTOR MUST MAINTAIN EROSION CONTROL MEASURES AND DEVICES DURING CONSTRUCTION UNTIL PROJECT IS FINISHED.
I).- EROSION CONTROL MUST COMPLY WITH INDIANA 327 ICA AND RULE #5, AND THE INDIANA STORM WATER QUALITY MANUAL.
= WATER FLOW
SIDE SET BACK = SIDE SET BACK =REAR SET BACK =