HomeMy WebLinkAboutC3.0 - SWPPP PlanTOPOGRAPHIC & BOUNDARY NOTE
ALL EXISTING HORIZONTAL AND VERTICAL INFORMATION HAS BEEN SHOWN PER AN
ALTA/NSPS LAND TITLE SURVEY PREPARED BY SEA GROUP, LLC. DATED 05/24/2018;
THEREFORE, CIVIL SITE GROUP, INC. CANNOT BE HELD RESPONSIBLE IF ACTUAL
HORIZONTAL AND VERTICAL DATA IS DIFFERENT FROM THAT SHOWN ON THESE PLANS.
CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL EXISTING CONDITIONS PRIOR
TO COMMENCING WITH CONSTRUCTION. THESE DRAWINGS REFLECT ABOVE GROUND
INDICATIONS OF EXISTING UTILITIES. THE SURVEYOR MAKES NO GUARANTEE THAT THE
UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH IN THE AREA, EITHER IN SERVICE OR
ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND
UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY
THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE INFORMATION
AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES.
GENERAL NOTES
CONTRACTOR TO KEEP EXISTING PAVEMENT SURROUNDING
THE SITE "BROOM CLEAN" AND FREE OF SOIL OR AGGREGATE
THAT MIGHT BE BROUGHT OFF-SITE.
DEPENDING ON THE CONSTRUCTION SEASON, MOISTURE
CONTENT AND PROPERTIES OF THE SOILS ON SITE, CHEMICAL
MODIFICATIONS AND/OR LIME STABILIZATION MAY BE
REQUIRED. SEE SHEET C11.0 FOR SPECIFICATIONS.
CONTRACTOR SHALL SUBMIT PRECAST STORM SEWER
STRUCTURE SHOP DRAWINGS TO ENGINEER FOR
REVIEW/APPROVAL PRIOR TO MANUFACTURING.
CONTRACTOR NOTE
NO EARTH DISTURBING ACTIVITY MAY COMMENCE
WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT.
GENERAL NOTES
1. CONTRACTOR TO SCHEDULE A PRE -CONSTRUCTION MEETING WITH
THE CITY OF CARMEL STORM WATER ENGINEERING (DAN GRESKAMP).
PRIOR TO COMMENCING WITH CONSTRUCTION. 317-571-2441
2. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO
CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS.
3. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN
COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER
SAFETY.
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4. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY Y
ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. < J
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5. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY [__
ALL EXISTING ELEVATIONS BEFORE CONSTRUCTION BEGINS. Y o
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STORM SEWER SYSTEM NOTE m
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ALL ON-SITE STORM SEWER INFRASTRUCTURE CO co
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TO BE CONSTRUCTED WITH THIS PROJECT SHALL W U)
BE PRIVATELY OWNED AND MAINTAINED.� o
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LAKEFRONT COURT
CrA
MmB2 sh
MmB2 MmB2
CrA MmB2
CrA MmB2
CrA CrA
CrA MmB2
w.y
CrA MmB2
CrA Br
MmB2 `F�J Br
SOILS MAP
SCALE: 1" = 120'
N
EROSION CONTROL NOTES
F
ON CONTROL PLAN MUST BE EXECUTED BEFORE
CING WITH CONSTRUCTION.
ROSION CONTROL MATERIAL NEEDS TO BE APPROVED
ITY INSPECTORS PRIOR TO INSTALLATION.
DEVELOPMENT SUMMARY
TOTAL SITE AREA = 2.43 ACRES
TOTALDISTURBED AREA = 2.0 ACRES
\ I DENOTES 0.05 ACRE -
CONCRETE WASHOUT BMP - 30 CY
ROLLOFF PROVIDED BY REPUBLIC
WASTE SERVICES OR SEE DETAIL 04/C4.1
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MULCHING NOTE
WHERE REQUIRED, CRIMPED /ANCHORED MULCH OR
MULCH WITH A TACKING AGENT SHALL BE USED. THE
APPLICATION RATE SHOULD MEET GUIDELINES PER
PRACTICE 3.15 OF THE INDIANA HANDBOOK FOR
EROSION CONTROL IN DEVELOPING AREAS.
FERTILIZER NOTE
E
E PHOSPHOROUS CONTAINING
(12-12-12) UNLESS SOIL TESTS
PHOSPHOROUS DEFICIENCY.
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SEEDING NOTE
INSTALL TEMPORARY SEEDING AFTER A SPECIFIC
STAGE OF CONSTRUCTION HAS BEEN COMPLETED
(TEMPORARY OR FINAL) WHERE AREAS WILL BE
IDLE OF CONSTRUCTION ACTIVITIES FOR A PERIOD
OF 15 DAYS OR MORE.
EROSION
FLOOD NOTE
THIS LOT LIES ENTIRELY IN FLOOD HAZARD ZONE "X" AS SCALED
FROM THE FLOOD INSURANCE RATE MAP (FIRM) FOR HAMILTON
COUNTY, INDIANA, COMMUNITY NAME CITY OF CARMEL,
COMMUNITY NUMBER 180081, MAP NUMBER 18057CO209 G,
PANEL NUMBER 0209 G, DATED NOVEMBER 19, 2014.
REFERENCE NAP FIRM MAP #: 18057CO209 G
EFFECTIVE DATE: NOVEMBER 19, 2014
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SOILS DESCRIPTIONS & LIMITATIONS
-
1. Brookston Silty Clay Loam (Br - 5.3% Site) The Brookston series
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consists of very deep, poorly drained soils formed in up to 20 inches
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of silty material and the underlying loamy till in depressions on till
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plains and moraines. Permeability is moderate in the subsoil and
TOP OF CURB GRADE
moderately slow in the underlying material. Slope ranges from 0 to 2
PAVEMENT GRADE
percent. Subject soil does not present any foreseeable limitations to
PAVEMENT OR EARTH GRADE
the proposed development.
MATCH EXISTING GRADE
2. Crosby Silty Loam (CrA - 34.8% Site) The Crosby series consists
PROPOSED GRADE BREAK
of very deep, somewhat poorly drained soils that are moderately deep
CONTRACTOR RESPONSIBLE TO KEEP ROAD
to dense till on till plains. These soils formed in loamy till that can be
EXISTING CONTOUR
capped with up to 22 inches of loess or silty material. Permeability is
Check Dam/Sediment Filter - Spacing at 100' within
moderate or moderately slow in and above the argillic horizon and
LAKEFRONT
slow or very slow below the argillic horizon. Slope ranges from 0 to 2
PROPOSED SILT FENCE -Typical in all areas
percent. Subject soil does not present any foreseeable limitations to
where sediment could leave the site.
the proposed development.
s"
3. Shoals Silt Loam (Sh - 0.2% Site) The Shoals series consists of
(8"0 Standard Duty "SILT SOCK" or approved equal)
very deep, somewhat poorly drained soils formed in alluvium on flood
PROPOSED SILT SOCK -Typical in all paved
plains. Slope ranges from 0 to 2 percent. Permeability is moderate in
areas where sediment could leave the site.
the solum and moderate or moderately rapid in the substratum.
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Subject soil does not present any foreseeable limitations to the
AFTER FINAL GRADING IS COMPLETED.
proposed development.
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4. Miami Sllt Loam (MmB2 - 59.6% Site) The Miami series consists
of moderately well drained soils formed in as much as 18 inches of
loess or silty material and in the underlying loamy till on till plains.
They are very deep soils that are moderately deep to dense till.
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Permeability is moderate or moderately slow in the solum, and slow
or very slow in the underlying dense till. Slope ranges from 0 to 60
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percent. Subject soil does not present any foreseeable limitations to
the proposed development.
LAKEFRONT COURT
CrA
MmB2 sh
MmB2 MmB2
CrA MmB2
CrA MmB2
CrA CrA
CrA MmB2
w.y
CrA MmB2
CrA Br
MmB2 `F�J Br
SOILS MAP
SCALE: 1" = 120'
N
EROSION CONTROL NOTES
F
ON CONTROL PLAN MUST BE EXECUTED BEFORE
CING WITH CONSTRUCTION.
ROSION CONTROL MATERIAL NEEDS TO BE APPROVED
ITY INSPECTORS PRIOR TO INSTALLATION.
DEVELOPMENT SUMMARY
TOTAL SITE AREA = 2.43 ACRES
TOTALDISTURBED AREA = 2.0 ACRES
\ I DENOTES 0.05 ACRE -
CONCRETE WASHOUT BMP - 30 CY
ROLLOFF PROVIDED BY REPUBLIC
WASTE SERVICES OR SEE DETAIL 04/C4.1
FBOP
4 / -FBOP -
0 \ FBOP
NOW snow
soon soon upon as
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MULCHING NOTE
WHERE REQUIRED, CRIMPED /ANCHORED MULCH OR
MULCH WITH A TACKING AGENT SHALL BE USED. THE
APPLICATION RATE SHOULD MEET GUIDELINES PER
PRACTICE 3.15 OF THE INDIANA HANDBOOK FOR
EROSION CONTROL IN DEVELOPING AREAS.
FERTILIZER NOTE
E
E PHOSPHOROUS CONTAINING
(12-12-12) UNLESS SOIL TESTS
PHOSPHOROUS DEFICIENCY.
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SEEDING NOTE
INSTALL TEMPORARY SEEDING AFTER A SPECIFIC
STAGE OF CONSTRUCTION HAS BEEN COMPLETED
(TEMPORARY OR FINAL) WHERE AREAS WILL BE
IDLE OF CONSTRUCTION ACTIVITIES FOR A PERIOD
OF 15 DAYS OR MORE.
EROSION
FLOOD NOTE
THIS LOT LIES ENTIRELY IN FLOOD HAZARD ZONE "X" AS SCALED
FROM THE FLOOD INSURANCE RATE MAP (FIRM) FOR HAMILTON
COUNTY, INDIANA, COMMUNITY NAME CITY OF CARMEL,
COMMUNITY NUMBER 180081, MAP NUMBER 18057CO209 G,
PANEL NUMBER 0209 G, DATED NOVEMBER 19, 2014.
REFERENCE NAP FIRM MAP #: 18057CO209 G
EFFECTIVE DATE: NOVEMBER 19, 2014
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REVISION RECORD
REV DATE DESCRIPTION
1 07/27/18 REVISIONS PER T.A.C. COMMENTS
DES BY APP BY
EAG I EAG
- -
CONTROL CONTACT:
- -
LIMITS OF DISTURBANCE
41 ., :..
PROPOSED CONCRETE
DERMATOLOGY, INC.
PROPOSED STORM SEWER
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3755 EAST 82nd STREET, STE.
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799.23
TOP OF CURB GRADE
INDIANAPOLIS, IN 46240
PAVEMENT GRADE
798.25
PAVEMENT OR EARTH GRADE
ATTN: AMY SUMMERS
MATCH EXISTING GRADE
- - -
PROPOSED GRADE BREAK
(317) 410-0056
CONTRACTOR RESPONSIBLE TO KEEP ROAD
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EXISTING CONTOUR
FREE OF DUST/DEBRIS/MUD AT ALL TIMES
Check Dam/Sediment Filter - Spacing at 100' within
LAKEFRONT
COURT
PROPOSED SILT FENCE -Typical in all areas
842.80
where sediment could leave the site.
SEE DETAIL 06/C4.1
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(8"0 Standard Duty "SILT SOCK" or approved equal)
842.30
PROPOSED SILT SOCK -Typical in all paved
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REV DATE DESCRIPTION
1 07/27/18 REVISIONS PER T.A.C. COMMENTS
DES BY APP BY
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RIGHT-OF-WAY
- -
LIMITS OF DISTURBANCE
41 ., :..
PROPOSED CONCRETE
PROPOSED STORM SEWER
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PROPOSED STORM STRUCTURE
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ROOF DRAIN/SUB-SURFACE DRAIN
799.23
TOP OF CURB GRADE
798'73
PAVEMENT GRADE
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PAVEMENT OR EARTH GRADE
M. E.
MATCH EXISTING GRADE
- - -
PROPOSED GRADE BREAK
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PROPOSED CONTOUR
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EXISTING CONTOUR
Check Dam/Sediment Filter - Spacing at 100' within
swoles (Rock Check Dam). See detail 01/C4.1
PROPOSED SILT FENCE -Typical in all areas
where sediment could leave the site.
SEE DETAIL 06/C4.1
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(8"0 Standard Duty "SILT SOCK" or approved equal)
PROPOSED SILT SOCK -Typical in all paved
areas where sediment could leave the site.
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PERMANENT SEEDING WITH STRAW MULCH - TYPICAL
AFTER FINAL GRADING IS COMPLETED.
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0 0 o SEE DETAIL 03/C4.1
NOTE: INSTALL TEMPORARY SEEDING AFTER A SPECIFIC STAGE OF CONSTRUCTION
HAS BEEN COMPLETED (TEMPORARY OR FINAL) WHERE AREAS WILL BE IDLE OF
CONSTRUCTION ACTIVITIES FOR A PERIOD OF 15 DAYS OR MORE.
GRADING NOTES
1. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT
STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY
OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION.
2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO
STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS
FROM THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE
ENGINEER IMMEDIATELY.
3. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN
EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT.
VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTORS AND/OR UTILITY
COMPANIES SO AS NOT TO CAUSE DAMAGE.
4. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE
CONSTRUCTION IS TO START, TO VERIFY IF ANY UTILITIES ARE PRESENT ON
SITE. ALL VERIFICATIONS (LOCATION, SIZE AND DEPTH) SHALL BE MADE BY THE
APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING IS AROUND OR OVER
EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY
EROSION CONTROL NOTES
1. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT
STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR
LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION.
2. LAND ALTERATION WHICH STRIPS THE LAND OF VEGETATION, INCLUDING
REGRADING, SHALL BE DONE IN A WAY THAT WILL MINIMIZE EROSION.
3. THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE AS THE CONTRACTOR
SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT SOIL SEDIMENT
FROM LEAVING THE SITE. ADDITIONAL EROSION AND SEDIMENT CONTROL
MEASURES WILL BE INSTALLED IF DEEMED NECESSARY BY ON-SITE INSPECTION.
4. SEDIMENT LADEN WATER SHALL BE DETAINED BY EROSION CONTROL
PRACTICES AS NEEDED TO MINIMIZE SEDIMENTATION IN THE RECEIVING
STREAM. NO STORM WATER SHALL BE DISCHARGED FROM THE SITE IN A
MANNER THAT CAUSES EROSION AT THE POINT OF DISCHARGE.
5. WASTES AND UNUSED BUILDING MATERIALS SHALL NOT BE ALLOWED TO BE
CARRIED FROM THE SITE BY STORMWATER RUNOFF. PROPER DISPOSAL OF
ALL WASTES AND UNUSED BUILDING MATERIALS IS REQUIRED.
6. SEDIMENT BEING TRACED ONTO PUBLIC OR PRIVATE ROADWAYS SHALL BE
MINIMIZED. CLEARING OF ACCUMULATED SEDIMENT SHALL NOT INCLUDE
FLUSHING WITH WATER. CLEARED SEDIMENT SHALL BE RETURNED TO THE
SITE FOR DISPOSAL.
7. SOIL WHICH HAS ACCUMULATED NEXT TO EROSION CONTROL DEVICES SHALL
BE COLLECTED AND REDISTRIBUTED ON SITE AFTER EACH RAINFALL EVENT,
AND AT LEAST ONCE A WEEK.
8. IF INSTALLATION OF STORM DRAINAGE SYSTEM SHOULD BE INTERRUPTED BY
WEATHER OR NIGHTFALL, THE PIPE ENDS SHALL BE COVERED WITH FILTER
FABRIC.
9. ALL EXISTING STRUCTURES, FENCING, TREES AND ETC., WITHIN CONSTRUCTION
AREA SHALL BE REMOVED AND DISPOSED OF OFF SITE. BURNING IS NOT
ALLOWED ON-SITE.
10. SCHEDULE OF EARTHWORK ACTIVITIES:
a) THE DURATION OF TIME WHICH AN AREA REMAINS EXPOSED SHALL BE
KEPT TO A PRACTICAL MINIMUM. THE AREA SHALL BE STABILIZED
SOON AS POSSIBLE. TEMPORARY VEGETATION OR MULCHING SHALL
BE USED TO PROTECT EXPOSED AREAS IF PERMANENT VEGETATION
CANNOT BE SEEDED WITHIN 14 DAYS OR ACTIVITY CEASES FOR MORE
THAN 21 DAYS OR AS DIRECTED BY THE ENGINEER.
b) TOPSOIL REPLACEMENT SHALL TAKE PLACE FROM MARCH 1 TO
OCTOBER 31. STOCKPILE TOPSOIL AT ALL OTHER TIME OF THE YEAR.
PERMANENT AND FINAL VEGETATION AND STRUCTURAL EROSION
CONTROL DEVICES SHALL BE INSTALLED WITHIN SEVEN (7) DAYS AFTER
FINAL GRADING OR AS SOON AS POSSIBLE.
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DATE: 07/20/2018
DWN BY: KPB
CHKD. BY: EAG
SCALE: 1 to = 20'
DATE: 07/20/18
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PROJECT NUMBER
DER. 001
DRAWING NUMBER
C3.0
SHEET 6 OF 15