HomeMy WebLinkAbout12090016.910
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* PROJECT LOCATION
AREA MAP
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NO SCALE
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EROSION CONTROL NOTES
1. ALL DISTURBED AREAS SHALL BE SODDED OR SEEDED,
EXCEPT LANDSCAPE BEDS. SEE LANDSCAPE PLANS FOR LOCATION
OF LANDSCAPE BEDS.
2. INSTALL SILT FENCE ALONG ALL PROPERTY BOUNDARIES
ADJACENT TO CONSTRUCTION.
3. THERE SHALL BE NO DIRT, DEBRIS OR STORAGE OF MATERIAL
IN THE STREET.
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CONTACT PERSON FOR EROSION
CONTROL & SEDIMENT PRACTICES
WEIHE ENGINEERS, INC.
10505 N. COLLEGE AVE.
INDIANAPOLIS, IN 46268
TELEPHONE: (317) 846 -6611
FAX: (317) 843 -0546
EMAIL: SHINNEMANJ ®WEIHE.NET
CONTACT PERSON: JAMIE SHINNEMAN
SOILS TYPE LEGEND
Br MmB2 MIAMI SILT LOAM
2 - 6 PERCENT SLOPES, ERODED. 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 LIMITATIONS 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.
CrA CROSBY SILT LOAM
0 TO 2 PERCENT SLOPES. THE MAIN SOIL FEATURES THAT ADVERSELY AFFECT THE
-y 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 DRAINED FOUNDATIONS AND FOOTINGS HELPS TO PREVENT
STRUCTURAL DAMAGE FROM LOW STRENGTH AND SHRINKING AND SWELLING OF THE SOIL.
THIS SOIL HAS SEVER LIMITATIONS FOR LOCAL ROADS AND STREETS. THE BASE MATERIAL
FOR ROADS NEEDS TO BE STRENGTHENED OR REPLACED WITH SUITABLE MATERIAL.
NOTE:
�v MmB2 UNDERDRAINS HAVE BEEN PROPOSED TO BE PLACED WITHIN THE INFILTRATION TRENCHES TO
ACCOMODATE FOR THE POORLY DRAINED C SOILS.
PROJECT LOCATION
SOILS MAP
LAND DESCRIPTION:
U FUTURE VEGETATED SWALE WITH INFILTRATION TRENCH. INFILTRATION TRENCH TO
BE MAINTAINED AND CLEANED IF SILTATION OCCURS DURING CONSTRUCTION.
O2 EXISTING GRASS
O3 PROPOSED FENCE
O4 EXISTING 12" RCP
OCONCRETE WASHOUT SEE DETAIL SHEET
SEASONAL SOIL PROTECTION CHART
STABILIZATION
PRACTICE: JAN. FEB. MAR. APR. MAY JUNE JULY AUG. SEPT. OCT. NOV. DEC.
-- PERMANENT A
SEEDING
NOTE: REGRADE AND RESEED
AREAS DISTURBED BY PATH
CONSTRUCTION. PROVIDE EROSION
CONTROL BLANKETS ON SLOPES
3:1 OR GREATER.
Part of the Northwest Quarter of Section 20, Township 18 North, Range 4 East of the Second
Principal Meridian in Clay Township, Hamilton County, Indiana, described as follows:
Commencing at the Northwest corner of the Northwest Quarter of Section 20, Township 18 North,
Range 4 East; thence North 90 degrees 00 minutes 00 seconds East (assumed bearing) on the
North line of said Northwest Quarter 200.00 feet to its intersection with the Northerly prolongation
of the Westerly line of TAYLOR TRACE SUBDIVISION, a subdivision in Hamilton County, Indiana, the
Secondary Plat of which is recorded as Instrument Number 200300006061 on Slide 131 in Plat
Cabinet Three in the Office of the Recorder of Hamilton County, Indiana; thence South 00 degrees
47 minutes 19 seconds East on said prolongated line and the Westerly line of said subdivision,
measured parallel with the West line of said Northwest Quarter, a total distance of 85.01 feet to a
point on a line that is parallel with and 85.00 feet South 00 degrees 00 minutes 00 seconds East
of the North line of said Northwest Quarter, being the PLACE OF BEGINNING of the within described
real estate; thence continuing South 00 degrees 47 minutes 19 seconds East on the Westerly line
of said subdivision and measured parallel with the West line of said Northwest Quarter 419.49 feet;
thence South 90 degrees 00 minutes 00 seconds West parallel with the North line of said
Northwest Quarter 160.00 feet; thence North 00 degrees 47 minutes 19 seconds West parallel with
the West line of said Northwest Quarter 255.05 feet; thence North 89 degrees 12 minutes 41
seconds East 10.00 feet; thence North 00 degrees 47 minutes 19 seconds West parallel with West
line of said Northwest Quarter 114.30 feet to a point that is 50.00 feet South 00 degrees 47
minutes 19 seconds East of the aforesaid line that is 85.00 feet South of and parallel with the
North line of said Northwest Quarter; thence North 44 degrees 36 minutes 20 seconds East 70.22
feet to said that is 85.00 feet South of the North line of said Northwest Quarter; thence North 90
degrees 00 minutes 00 seconds East on said line 100.00 feet to the place of beginning,
containing 1.474 acres, more or less.
Subject to all legal easements and rights —of —way.
AND
Part of the Northwest Quarter of Section 20, Township 18 North, Range 4 East, Hamilton County,
Indiana, being more particularly described as follows, to —wit: begin at a point in the West line of
said Quarter Section 505 feet south of the Northwest corner thereof; run thence South upon and
along the west line, 150 feet to a point; thence run East and parallel to the North line of said
Quarter Section 200 feet to a point; run thence North and parallel to the West line aforesaid, 150
feet to a point; run thence West and parallel to the North line aforesaid, 200 feet to the place of
beginning.
DORMANT B A °v
SEEDING .
TEMPORARY C E D
SEEDING
SODDING
D
MULCHING G
A = KENTUCKY BLUEGRASS 40 LBS /ACRE; CREEPING RED FESCUE 40 LBS /ACRE;
PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYEGRASS 20 LBS /ACRE.
B = KENTUCKY BLUEGRASS 60 LBS /ACRE; CREEPING RED FESCUE 60 LBS /ACRE;
PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYEGRASS 30 LBS /ACRE.
C = SPRING OATS 3 BUSHEL /ACRE.
D = WHEAT OR RYE 2 BUSHEL /ACRE.
E = ANNUAL RYEGRASS 40 LBS /ACRE. (1 LB /1000 SQ. FT.)
F = SOD
G = STRAW MULCH 2 TONS /ACRE.
* /I /* IRRIGATION NEEDED DURING JUNE, JULY, AND /OR SEPTEMBER.
** IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD.
-NOTE -
THIS PLAN INDICATES EROSION CONTROL MEASURES REQUIRED
AFTER SOIL STRIPPING HAS TAKEN PLACE. COORDINATE WITH
DEVELOPER FOR MEASURES REQUIRED UNTIL PROPERTY TURNED
OVER FOR DEVELOPMENT. COORDINATE WITH SOIL CONSERVATION
DISTRICT REPRESENTATIVE FOR ANY OTHER MEASURES REQUIRED
DUE TO SITE CONDITIONS.
-WARNING -
THIS PLAN TO BE USED FOR EROSION CONTROL PURPOSES ONLY.
ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED IN THE
FIELD BY THE INSPECTOR.
DISTURBED ACREAGE = 0.219E AC.
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PROPOSED LEGEND
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IP — INLET PROTECTION — USE SUBSURFACE
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INLET PROTECTION WITH OVERFLOW CAPABILITY
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Within Indiana Call
(DANDY SAC)
811 or 800 - 382 -5544
® — POSTING AREA — 4" PVC TUBE WITH END CAPS
24 Hours a Day, 7 Days a Week.
ATTACHED TO PROJECT CONSTRUCTION SIGN TO
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SCALE: 1 = 20' PER INDIANA STATE LAW IC 8 -1 -26.
CONTAIN APPROVED CONSTRUCTION DRAWINGS AND
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IT IS AGAINST THE LAW TO EXCAVATE
PERMITS FOR INSPECTORS.
WITHOUT NOTIFYING THE UNDERGROUND
PROJECT NO.
LOCATION SERVICE TWO (2) WORKING
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-SF- — SILT FENCE
r) 1 r) ?n Ar) DAYS BEFORE COMMENCING WORK.
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- CONCRETE WASHOUT
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- SITE DISCHARGE POINT
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EROSION CONTROL SPECIFICATIONS:
1. THIS PLAN IS DESIGNED AS AN ATTEMPT TO PREVENT ANY AND ALL SEDIMENT
FROM LEAVING THE CONSTRUCTION SITE BY WAY OF EROSION. IF EROSION OF
SEDIMENT FROM THE SITE IS TAKING PLACE, THE CONTRACTOR AND /OR OWNER
SHALL TAKE PREVENTATIVE ACTION IMMEDIATELY. THE ENGINEER SHALL BE
CONSULTED IN THE EVENT THIS HAPPENS.
2.
TEMPORARY SEEDING IS TO BE APPLIED TO ANY DISTURBED AREA THAT WILL
REMAIN UNALTERED IN EXCESS OF 15 DAYS.
3.
PERMANENT SEEDING IS TO BE APPLIED IMMEDIATELY TO AREAS THAT HAVE
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ACHIEVED FINAL AND FINISHED GRADE.
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4.
PRESERVE EXISTING VEGETATION ON THE SITE WHENEVER AND WHEREVER
POSSIBLE TO PREVENT TOPSOIL EROSION.
5.
ALL SEDIMENT CAPTURING MEASURES SHALL BE IMPLEMENTED PRIOR TO THE
DISTURBANCE OF THE CONSTRUCTION AREA THEY ARE INTENDED TO SERVICE.
ALL EROSION CONTROL MEASURES PROPOSED ARE TO BE PROPERLY MAINTAINED
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TO CONTINUE THEIR EFFECTIVENESS.
6.
IF GRADING OCCURS DURING THE MONTHS OF DECEMBER, JANUARY OR
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FEBRUARY DORMANT SEEDING PROCEDURES SHALL BE USED.
7.
DURING DRY WEATHER, KEEP LAWNS WATERED WITH SPRINKLERS OR OTHER
APPROVED METHODS. RESEED ANY AREAS NOT GERMINATING OR DAMAGED AT
INTERVALS AS MAY BE REQUIRED ACCORDING TO SEASONAL CONDITION AND /OR
CONSTRUCTION ACTIVITY. WATER GRASS AND EXECUTE NECESSARY WEEDING
UNTIL FULL STAND OF GRASS HAS BEEN OBTAINED.
8.
THE IMPLEMENTATION AND MAINTENANCE OF THE EROSION CONTROL IS THE
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SOLE RESPONSIBILITY OF THE CONTRACTOR AND /OR OWNER.
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9.
IT SHALL BE THE CONTRACTOR'S AND /OR OWNER'S RESPONSIBILITY TO MINIMIZE
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SEDIMENTATION (FROM ON -SITE CONSTRUCTION ACTIVITIES) FROM BEING
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DEPOSITED ONTO ADJACENT PROPERTIES AND RECEIVING STREAMS /DITCHES IN
STRICT COMPLIANCE WITH "RULE 5" (327 AC 15 -5, CONSTRUCTION ACTIVITY
STORM WATER RUNOFF CONTROL). IT SHALL ALSO BE THE CONTRACTOR'S
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AND /OR OWNER'S RESPONSIBILITY TO OBTAIN ANY APPROVALS REQUIRED FROM
THE LOCAL AUTHORITY AND TO SUBMIT A COMPLETE NOTICE OF INTENT LETTER
TO THE OFFICE OF WATER MANAGEMENT, INDIANA DEPARTMENT OF
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ENVIRONMENTAL MANAGEMENT PRIOR TO ANY CONSTRUCTION ACTIVITY.
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10.
FOR SEASONAL VARIATIONS - SEE SEASONAL SOIL PROTECTION CHART IN
THESE PLANS.
SWPPP PHASE II NOTES:
U FUTURE VEGETATED SWALE WITH INFILTRATION TRENCH. INFILTRATION TRENCH TO
BE MAINTAINED AND CLEANED IF SILTATION OCCURS DURING CONSTRUCTION.
O2 EXISTING GRASS
O3 PROPOSED FENCE
O4 EXISTING 12" RCP
OCONCRETE WASHOUT SEE DETAIL SHEET
SEASONAL SOIL PROTECTION CHART
STABILIZATION
PRACTICE: JAN. FEB. MAR. APR. MAY JUNE JULY AUG. SEPT. OCT. NOV. DEC.
-- PERMANENT A
SEEDING
NOTE: REGRADE AND RESEED
AREAS DISTURBED BY PATH
CONSTRUCTION. PROVIDE EROSION
CONTROL BLANKETS ON SLOPES
3:1 OR GREATER.
Part of the Northwest Quarter of Section 20, Township 18 North, Range 4 East of the Second
Principal Meridian in Clay Township, Hamilton County, Indiana, described as follows:
Commencing at the Northwest corner of the Northwest Quarter of Section 20, Township 18 North,
Range 4 East; thence North 90 degrees 00 minutes 00 seconds East (assumed bearing) on the
North line of said Northwest Quarter 200.00 feet to its intersection with the Northerly prolongation
of the Westerly line of TAYLOR TRACE SUBDIVISION, a subdivision in Hamilton County, Indiana, the
Secondary Plat of which is recorded as Instrument Number 200300006061 on Slide 131 in Plat
Cabinet Three in the Office of the Recorder of Hamilton County, Indiana; thence South 00 degrees
47 minutes 19 seconds East on said prolongated line and the Westerly line of said subdivision,
measured parallel with the West line of said Northwest Quarter, a total distance of 85.01 feet to a
point on a line that is parallel with and 85.00 feet South 00 degrees 00 minutes 00 seconds East
of the North line of said Northwest Quarter, being the PLACE OF BEGINNING of the within described
real estate; thence continuing South 00 degrees 47 minutes 19 seconds East on the Westerly line
of said subdivision and measured parallel with the West line of said Northwest Quarter 419.49 feet;
thence South 90 degrees 00 minutes 00 seconds West parallel with the North line of said
Northwest Quarter 160.00 feet; thence North 00 degrees 47 minutes 19 seconds West parallel with
the West line of said Northwest Quarter 255.05 feet; thence North 89 degrees 12 minutes 41
seconds East 10.00 feet; thence North 00 degrees 47 minutes 19 seconds West parallel with West
line of said Northwest Quarter 114.30 feet to a point that is 50.00 feet South 00 degrees 47
minutes 19 seconds East of the aforesaid line that is 85.00 feet South of and parallel with the
North line of said Northwest Quarter; thence North 44 degrees 36 minutes 20 seconds East 70.22
feet to said that is 85.00 feet South of the North line of said Northwest Quarter; thence North 90
degrees 00 minutes 00 seconds East on said line 100.00 feet to the place of beginning,
containing 1.474 acres, more or less.
Subject to all legal easements and rights —of —way.
AND
Part of the Northwest Quarter of Section 20, Township 18 North, Range 4 East, Hamilton County,
Indiana, being more particularly described as follows, to —wit: begin at a point in the West line of
said Quarter Section 505 feet south of the Northwest corner thereof; run thence South upon and
along the west line, 150 feet to a point; thence run East and parallel to the North line of said
Quarter Section 200 feet to a point; run thence North and parallel to the West line aforesaid, 150
feet to a point; run thence West and parallel to the North line aforesaid, 200 feet to the place of
beginning.
DORMANT B A °v
SEEDING .
TEMPORARY C E D
SEEDING
SODDING
D
MULCHING G
A = KENTUCKY BLUEGRASS 40 LBS /ACRE; CREEPING RED FESCUE 40 LBS /ACRE;
PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYEGRASS 20 LBS /ACRE.
B = KENTUCKY BLUEGRASS 60 LBS /ACRE; CREEPING RED FESCUE 60 LBS /ACRE;
PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYEGRASS 30 LBS /ACRE.
C = SPRING OATS 3 BUSHEL /ACRE.
D = WHEAT OR RYE 2 BUSHEL /ACRE.
E = ANNUAL RYEGRASS 40 LBS /ACRE. (1 LB /1000 SQ. FT.)
F = SOD
G = STRAW MULCH 2 TONS /ACRE.
* /I /* IRRIGATION NEEDED DURING JUNE, JULY, AND /OR SEPTEMBER.
** IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD.
-NOTE -
THIS PLAN INDICATES EROSION CONTROL MEASURES REQUIRED
AFTER SOIL STRIPPING HAS TAKEN PLACE. COORDINATE WITH
DEVELOPER FOR MEASURES REQUIRED UNTIL PROPERTY TURNED
OVER FOR DEVELOPMENT. COORDINATE WITH SOIL CONSERVATION
DISTRICT REPRESENTATIVE FOR ANY OTHER MEASURES REQUIRED
DUE TO SITE CONDITIONS.
-WARNING -
THIS PLAN TO BE USED FOR EROSION CONTROL PURPOSES ONLY.
ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED IN THE
FIELD BY THE INSPECTOR.
DISTURBED ACREAGE = 0.219E AC.
M
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\\0\11 I I I I I I I j
°`•���,5 K. S HI
.� DIAN
i
NAI
JAMES K. SHINNEMO
U
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Q c
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O a
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x a ti
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Know what's below.
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0111 before you dig.
Within Indiana Call
SHEET No.
811 or 800 - 382 -5544
24 Hours a Day, 7 Days a Week.
I
SCALE: 1 = 20' PER INDIANA STATE LAW IC 8 -1 -26.
IT IS AGAINST THE LAW TO EXCAVATE
WITHOUT NOTIFYING THE UNDERGROUND
PROJECT NO.
LOCATION SERVICE TWO (2) WORKING
r) 1 r) ?n Ar) DAYS BEFORE COMMENCING WORK.
W1 9
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