HomeMy WebLinkAboutC301 GRADING PLAN (V2)DO NOT ENTERPROP
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TC:885.32
BC:884.82
TC:885.16
BC:884.66
TC:884.76
BC:884.26
TC:884.64
BC:884.14
TC:884.60
BC:884.10
TC:884.44
BC:883.94
TC:884.85
BC:884.35
TC:884.84
BC:884.34
TC:885.22
BC:884.72
TC:885.04
BC:884.54
TC:883.40
BC:882.90
TC:883.28
BC:882.78
TC:883.34
BC:882.84
TC:885.00
BC:884.50
TC:885.02
BC:884.52
TC:884.69
BC:884.19
TC:884.70
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TC:884.58
BC:884.08 TC:884.35
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BC:883.43
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BC:882.83
TC:882.90
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BC:882.37
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BC:882.54
TC:883.24
BC:882.74
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BC:882.68
TC:882.94
BC:882.44
TC:883.07
BC:882.57 TC:883.45
BC:882.95
TC:883.59
BC:883.09
TC:883.60
BC:883.10
883.21± ME
883.21± ME
883.21± ME
883.08± ME
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882.34
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BC:883.07 TC:883.29
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882.69
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EX. ROADSIDE
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PROJECT NO.
CHECK:DRAWN:
PLAN DATE:
DESIGN:
STATE OF
No.
PE10707583 OO14020 Mississinewa Drive
Carmel, Indiana 46033
P: 317.324.8695 F: 317.324.8717
www.Fritz-Eng.com
PRELI
MI
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NOT
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CONS
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Fritz Engineering
Services, LLC
REVISIONS AND ISSUES BYDATE
CLIENT:
PROJECT:
PROJECT LOCATION:
GENERAL NOTES / LEGEND:
SECTION, TOWNSHIP, RANGE:
TAKE 5
QUICK LUBE
JRF CONSTRUCTION
233 E. 175TH ST.
WESTFIELD, INDIANA 46074
5/16/2019
1904001
9799 MICHIGAN RD.
CARMEL, INDIANA 46032
HAMILTON COUNTY
S7, T17N, R3E
SHEET NAME
SHEET NO.
00 20'40'
SCALE: 1" = 20'
N
"IT'S THE
LAW"
R
Know what's below.
Call before you dig.
2 WORKING DAYS BEFORE YOU DIG.C301
GRADING PLAN
1.REV. PER TAC CMNTS 7/17/2019
AF
AF AF KG
INFILTRATION BASIN DETAIL
CROSS SECTION
AMENDED PERMEABLE
SOILS
GRADE TO EXISTING AT 3H:1V
PR. STORM STR. #602
EL. 882.3
BOTTOM= 881.5
4" HARDWOOD
MULCH
8" - #53 BASE
6" PERFORATED DUAL WALL UNDERDRAIN
W/ GEOTEXTILE WRAP
INV. 880.75
TOP OF BANK = 883.2
WHERE IN FILL CONDITION
5' MIN.
GRADE TO EXISTING AT 3H:1V
TOP OF BANK = 883.3
WHERE IN FILL CONDITION
5' MIN.
AMENDED PERMEABLE SOIL
MIX REQUIREMENTS
DESCRIPTION REQUIREMENT
SOIL TYPES
40% TOPSOIL
30% SAND
30% COMPOST
% COMPOST BY VOLUME 40%
% AGGREGATE BY VOLUME 60%
% FINES 3% MAX.
HYDRAULIC CONDUCTIVITY PER ASTM
D2434 AT 85% COMPACTED PER ASTM
D1557
1 INCH PER HOUR
(MINUMUM)
ORGANIC MATTER CONTACT PER ASTM
D2974 10% MIN.
SOIL Ph 5.5 - 6.5
ORGANIC CONTENT 1.5% - 3%
SOLUBLE SALTS (MAX.
CONCENTRATION)500 ppm
% FINES PASSING #200 SIEVE 3% MAX.
NOTES:
- AMENDED SOIL MIXES SHALL BE APPROVED BY ENGINEER AND CITY
OF CARMEL PRIOR TO PLACEMENT. SOILS SHALL BE DESIGNED USING
DARCY'S LAW EQUATION WITH A FILTER BED DRAIN TIME OF 48
HOURS AND A COEFFICIENT OF PERMEABILITY (k) OF 0.5 FT/DAY.
CONTRACTOR SHALL PROVIDE INDEPENDENT TESTING RESULTS
SHOWING THESE CRITERIA HAVE BEEN MET.
OUTLET PIPE BEYOND
AMENDED PERMEABLE
SOILS
VEGETATIVE
COVER10" PONDING4" MULCH8" PLANTING SOIL6" PERFORATED DUAL WALL
UNDERDRAIN
W/ GEOTEXTILE WRAP
GRAVEL JACKETSECTION A-A A - ANOTE: FOR BIORETENTION NOTES AND SEED MIXES
SEE SHEET L102
DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED TO THE
SATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT. THE CONTRACTOR
IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY PRIOR TO THE START
OF CONSTRUCTION TO DOCUMENT THE EXISTING CONDITION OF THE RIGHT-OF-WAY.
EXISTING RIGHT-OF-WAY NOTE
MINIMUM FLOOD PROTECTION GRADE (MFPG):
Minimum Flood Protection Grade of all structures fronting a pond or open ditch shall be no less than 2
feet above any adjacent 100-year local or regional flood elevations, whichever is greater, for all
windows, doors, pipe entrances, window wells, and any other structure member where floodwaters can
enter a building.
LOWEST ADJACENT GRADE (LAG):
Lowest Adjacent Grade is the elevation of the lowest grade adjacent to a structure, where the soil meets
the foundation around the outside of the structure (including structural members such as basement
walkout, patios, decks, porches, support posts or piers, and rim of the window well.
NOTES:
1.12"X18" 18 GAUGE HOT DIP GALVANIZED
NON-REFLECTIVE SIGN
2.ATTACH WITH 2" LAG GALVANIZED SCREWS
NATIVE PLANTING SIGN
4X4 PRESSURE
TREATED WOOD POST
GRADE
12"
24" BURIED DEPTH
12" MIN.
DO NOT
MOW
NATIVE
PLANTINGS
METAL SIGN,
2.5" LETTERING
#8 CRUSHED
GRAVEL BASE
BIO-RETENTION PLANTINGS/
NATIVE PLANTING AREA
NOTE: SEE SHEET SHEET L102 FOR SEED MIX INSTALLATION
SPECIFICATIONS
FLOOD ROUTING PATH