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10' UTILITY EASEMENT
INDIANA BELL. TELEPHONE
COMP., INC. NE CORNER, W 1/2, SW 1/4,
NE CORNER, W 1 /2, E 1 /2, SW 1 /4,
(D.R. 229, PG 30) SECTION 36, T.18N., R.3E. SECTION 36, T.18N., R.3E.
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WWI I PUBLIC SERVICE COMPANY OF INDI NA,
Cfl _ I INC. (D.R. 324, PG. 340)
PRIVATE BUSINESS
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S T R E T
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GUILFORD PARK SI1JBDIVISION
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SE CORNER, W 1/2, E 1/2, SW 1/4, I�
SECTION 36, T.18N., R.3E.
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SOUS TYPE LBGM
CBA; CROSBY<L0AM.07'03PE1CWSLOPES
Crk CROSBY SILT LOAM, 0-3 PERCENT SLOPES - THIS SOIL IS LIGHT COLORED, SILTY IN TEXTURE AND ON
SLOPING UPLANDS. IT IS DEEP AND SOMEWHAT POORLY DRAINED WITH SLOW PERMEABILITY. IT HAS HIGH
AVAILABLE WATER FOR PLANT GROWTH AND MEDIUM ORGANIC MATTER CONTENT. THE SOIL HAS COMPACT TILL
STARTING AT A DEPTH BETWEEN 20-40 INCHES. THE MAIN SOIL FEATURES THAT AFFECT URBAN
DEVELOPMENT USES ARE SEASONAL HIGH WATER TABLE, MODERATE SHRINK -SWELL POTENTIA., HIGH
POTENTIAL FROST ACTION AND SLOW PERMEABILITY. THE MAIN SOIL FEATURES THAT ADVERSELY AFFECT THE
ENGINEERING USES OF THIS SOIL ARE A SEASONAL HIGH WATER TABLE, MODERATE SHRINK -SWELL POTENTIAL,
HIGH POTENTIAL FROST ACTION, AND SLOW PERMEABILITY. THIS SOIL HAS SOME SEVERE LIMITATIONS FOR
BUILDING SITES. THE SITES NEED TO BE ARTIFICIALLY DRAINED TO PREVENT WETNESS FROM BECOMING A
PROBLEM. DWELLINGS AND SMALL BUILDINGS WITH BASEMENTS SHOULD NOT BE CONSTRUCTED ON THIS SOIL
USING PROPERLY DESIGNED FOUNDATIONS AND FOOTINGS HELPS TO PREVENT STRUCTURAL DAMAGE FROM LOW
STRENGTH AND SHRINKING AND SWELLING OF THE SOIL THIS SOIL HAS SEVERE LIMITATIONS FOR LOCAL
ROADS AND STREETS. THE BASE MATERIAL FOR ROADS NEEDS TO BE STRENGTHENED OR REPLACED WITH
SUITABLE MATERIAL
m. HBODBST021-mTYCLAYLOAM
Br. BROOKSTON SILTY CLAY LOAM. THE MAIN SOIL FEATURES THAT ADVERSELY AFFECT ENGINEERING USES
OF THIS SOIL ARE SEASONAL HIGH WATER TABLE, HIGH POTENTIAL FROST ACTION, MODERATE SHRINK -SWELL
POTENTIAL, AND MODERATE PERMEABILITY. THIS SOIL HAS SEVERE LIMITATIONS FOR BUILDING SITES. THE
SITES NEED TO BEARTIFICIALLY DRAINED AND PROTECTED FROM FLOODING. DWELLINGS AND SMALL
BUILDINGS WITH BASEMENTS SHOULD NOT BE CONSTRUCTED IN THIS SOIL USING PROPERLY DESIGNED
FOUNDATIONS AND FOOTINGS HELPS TO PREVENT STRUCTURAL DAMAGE FROM FROST ACTION AND SHRINKING
AND SWELLING OF THE SOIL. THIS SOIL HAS SEVERE LIMITATIONS FOR LOCAL ROADS AND STREETS BECAUSE
OF THE SEASONAL HIGH WATER TABLE AND HIGH POTENTIAL FROST ACTION. THE BASE MATERIAL FOR ROADS
AND STREETS SHOULD BE REPLACED OR STRENGTHENED WITH SUITABLE MATERIAL
MM82 MMMT: S1LT LOAM. 2 TO 6 PERC@Tl' SLOPES. RWED
MmB2: THE MAIN SOIL FEATURES THAT ADVERSELY AFFECT ENGINEERING USES OF THIS SOIL ARE MODERATE
POTENTIAL FROST ACTION, MODERATELY SLOW PERMEABILITY, MODERATE SHRINK -SWELL POTENTIAL, AND
LOW STRENGTH. EROSION IS A HAZARD DURING CONSTRUCTION. THIS SOIL IS SUITABLE FOR BUILDING SITES,
BUT SLOPE, CLAYEY TEXTURE, SHRINKING AND SWELLING, AND LOW STRENGTH ARE MODERATE LIMffATIONS
THAT NEED TO BE OVERCOME. LOW STRENGTH IS A SEVERE LIMITATION TO THE USE OF THIS SOIL FOR
LOCAL ROADS AND STREETS. THE BASE MATERIAL FOR ROADS AND STREETS NEEDS TO BE STRENGTHENED
WITH SUITABLE MATERIAL
Contact Person for Erosion
Control & Sediment Practices
T&W CORPORATION
3841 W. MORRIS STREET
INDIANAPOLIS, IN 46241
TELEPHONE: 317-244-7637
CONTACTPERSON:
STEPHEN D. SHEHORN — SSHEHORN@TWCORP. NET
DOUGLAS L. BEAMER — DBEAMER@TWCORP. NET
LEGEND
NOTE:
- NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN ® - SILT FENCE BOX/ DANDY BAG OR APPROVED EQUAL
APPROVED STORM WATER MANAGEMENT PERMIT.
- A STORMWATER INSPECTION MUST BE PREFORMED BY A QUALIFIED ® -COCONUT MAT OR APPROVED EQUAL
INDIVIDUAL AT A MINUMUM OF ONCE PER WEEK AND BY THE END OF
THE NEXT BUSINESS DAY FOLLOWING A Y2" OR GREATER RAIN EVENT. _ RIP -RAP
—WARNING—
THIS PLAN TO BE USED FOR
EROSION CONTROL PURPOSES ONLY.
ADDITIONAL EROSION CONTROL
MEASURES MAY BE REQUIRED IN
THE FIELD BY THE INSPECTOR.
The City of Carme
(Inst. No. 200300088444
Know whafs below.
0111 before you dig,
Within Indiana Call
811 or 800-382-5544
SCALE: 1 " = 40 24 Hours a Day, 7 Days a Week.
PER INDIANA STATE LAW IC B-1-26.
IT IS AGAINST THE LAW TO EXCAVATE
O 2O 4O 80 WITHOUT NOTIFYING THE UNDERGROUND
LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING WORK.
�1PPI�OVE'I� CO�TSTI�UC'TION PL19NS
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- PERMANENT SEEDING (USE PLANTING CHART) AT A MINIMUM, MULCH
IS REQUIRED.
- EROSION CONTROL BLANKET (USE STAPLE PATTERN NAG. S75 IN
SWALE, S150 ON LAKE SLOPES.)
®
- CONCRETE WASHOUT
—SF-
- SILT FENCE
-
- SWALE
••
— — — — - CONSTRUCTION LIMITS
o-
- TREE PROTECTION FENCE
- LOCATION WHERE STORMWATER LEAVES SITE
Know whafs below.
0111 before you dig,
Within Indiana Call
811 or 800-382-5544
SCALE: 1 " = 40 24 Hours a Day, 7 Days a Week.
PER INDIANA STATE LAW IC B-1-26.
IT IS AGAINST THE LAW TO EXCAVATE
O 2O 4O 80 WITHOUT NOTIFYING THE UNDERGROUND
LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING WORK.
�1PPI�OVE'I� CO�TSTI�UC'TION PL19NS
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