HomeMy WebLinkAboutpg 03 of 10 Grading & Drainage PlanTHE SITE LIES WITHIN THE FEDERALLY
DESIGNATED FLOOD ZONE AE PER FLOOD
INSURANCE RATE MAP (FIRM) #18057C 0236 F,
EFFECTIVE FEBRUARY 19, 2003.
THE BASE FLOOD ELEVATION (BFE) 741.30 PER
IDNR FIS PANEL 07P DATED FEBRUARY 19, 2003
IN FEET
1 inch 20 ft.
No. 1 Date
Revision
falcon
ENGINEERING, INC.
13110 Promise Road, Noblesville, IN 46060
Phone: (317) 841 -3141 Fax: (317) 841 -9951
Carmel,
Grading Drainage Plan
Tom Wood Jaguar Parking
Clay Township,
Hamilton County,
Indiana
Design By
MFH
Drawn By
MFH
Checked By
AES
Approved By
Date
August 6, 2004
Job No.
159.0
Scale
1"=20'
AES Sheet No 3 of 10
740 221
740,72
740,39
744,17
743,53
Ex. Str. 706
739,68
740.30
6 of 21" RCP 0.30
Str,
TC
Inv.
Str. 720B
BMP
TC= 740.09
Inv 35- 24
740.83
741.18
742,71
742.38
SECTION "D"
100 YR BFE=741.30
8' -O" HIGH WOOD
SHADOW BOX FENCE
SITE FLOOD INFO:
0
GRAPHIC SCALE
20
40
0
``11t 11111 1IIN
ER ♦1'd9'�
No,
880573
STATE IF 14,..?
ORAL
"lIII tilt 1► O
GRADING AND DRAINAGE NOTES
1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES EXCEPT WHERE
SHOWN.
2. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING VEGETATION.
3. SLOPES SHALL NOT BE GREATER THAN 3:1 UNLESS NOTED.
4. REMOVE AND BACKFILL ALL AREAS WHERE ANY FIELD TILE CROSSES
PROPOSED BUILDING PADS. ALL FIELD TILES INTERCEPTED TO BE
PERPETUATED INTO STORM SEWER SYSTEM. THE SUBCONTRACTOR
SHALL NOTIFY IN WRITING THE OWNER AND THE ENGINEER IN ANY
CIRCUMSTANCES WHERE THIS CANNOT BE ACCOMPUSHED.
5. FILL UNDER LAWN AREAS SHALL BE COMPACTED TO AT LEAST 90 PERCENT
STANDARD PROCTOR DENSITY (ASTM D- 1557). FILL UNDER BUILDING AND
PAVEMENT AREAS SHALL BE COMPACTED TO AT LEAST 95 PERCENT
STANDARD PROCTOR DENSITY (ASTM 0- 1557).
6. THE CONTRACTOR SHALL CONFIRM ALL EARTHWORK QUANTITIES PRIOR TO
THE START OF CONSTRUCTION IF AN EXCESS OR SHORTAGE OF EARTH IS
ENCOUNTERED. THE CONTRACTOR SHALL CONFIRM WITH THE OWNER AND
ENGINEER THE REQUIREMENTS FOR STOCKPILING, REMOVAL, OR IMPORTING
OF EARTH.
7. ANY PART OF STORM SEWER TRENCHES RUNNING UNDER OR WITHIN 5'
OF PAVED AREAS IS TO BE BACKF1LLED WITH GRANULAR MATERIAL.
8. STANDARD SPECIFICATIONS FOR THE LOCAL GOVERNING AUTHORITY SHALL
APPLY FOR ALL STORM SEWER CONSTRUCTION.
08/17/04
"DON'T DIG BLIND"
"IT'S THE LAW"
INDIANA UNDERGROUND PROTECTION SERVICE INC.
CaII 1- 800 -382 -5544
2 Working Days
Before You Dig.