HomeMy WebLinkAboutC4.0.SWPP Plan (V2)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.
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
GENERAL NOTES
TOPOGRAPHIC & BOUNDARY NOTE
ALL EXISTING HORIZONTAL AND VERTICAL INFORMATION HAS BEEN SHOWN PER AN ALTA/NSPS/TOPOGRAPHIC SURVEY
PREPARED BY CENTRAL STATES CONSULTING, LLC. DATED 04/11 /2017; 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.
PROPERTY CORNER MONUMENTS NOTE
FALLPERTY CORNER MONUMENTS SHOULD BE MARKED
COMMENCING WITH CONSTRUCTION AND
TED DURING ALL CONSTRUCTION ACTIVITY.
FERTILIZER NOTE
F
PHOSPHOROUS CONTAINING
-12-12) UNLESS SOIL TESTS
HOSPHOROUS DEFICIENCY.
OWNER:
VALVOLINE INSTANT OIL CHANGE
Attn: RICHARD GALLEGOS, P.M.
100 VALVOLINE WAY
LEXINGTON, KY 40509
(972) 202-6674
ENGINEER:
CIVIL SITE GROUP, INC.
160 WEST CARMEL DRIVE
SUITE 240
CARMEL, INDIANA 46032
(317) 810-1677
ARCHITECT:
CESO, INC.
Attn: ANDY McLOUD
175 MONTROSE WEST AVE.
SUITE 400
AKRON, OHIO 44321
(937) 401-3824
REVISION RECORD
REV DATE DESCRIPTION DES BY APP BY
1 09/13/19 REV. PER CARMEL TAC REVIEW COMMENTS I KPB I BSC
SURVEYOR:
MULCHING NOTE lZ CENTRAL STATES CONSULTING, LLC.
Ix 23-B N. GREEN STREET
WHERE REQUIRED. CRIMPED/ANCHORED MULCH OR (317) 8 BURG, INDIANA 46112
MULCH WITH A TACKING AGENT SHALL BE USED. THE \ Drainage ZG Attn: DONALD62
�� Attn: DONALD MOSSON
APPLICATION RATE SHOULD MEET GUIDELINES PER \ Rim=883.0 A
PRACTICE 3.15 OF THE INDIANA HANDBOOK FOR Inv(N/S)=8.
EROSION CONTROL IN DEVELOPING AREAS. (asphalt) \ \ \ Inv(E)=878.5 i ADDITIONAL EROSION CONTROL
Aqua Swirl Aqua Swir \ 15 RCP ((1 `` Curb Inlet
Rim=883.42 Rim=883.77 \ \ / (n:P �` Rim=882.39 MEASURES MAY BE REQUIRED IN
Inv(Bottom)=877.42 Inv(W)=879.45 \\ \ /�`� (asphalt) `, Inv(W)=879.09 THE FIELD BY THE INSPECTOR
�
2.2 Standing Water Inv(E)=879.5 �� Q
Aqua Swirl Inv(S)--879.52 Inl. �
Rim=883.48D \ Rim �G'..42
Inv(W/S/E)=879.63 D Inv(L (0'8.96
/ � Inlet \ `�
b) TOPSOIL REPLACEMENT SHALL TAKE PLACE FROM MARCH 1 TO / Rim=883.43 15"
OCTOBER 31. STOCKPILE TOPSOIL AT ALL OTHER TIME OF THE YEAR. EEP// V Inv(W)=879.73 A i
PERMANENT AND FINAL VEGETATION AND STRUCTURAL EROSION \O \�� q irl Cuyb \
CONTROL DEVICES SHALL BE INSTALLED WITHIN SEVEN (7) DAYS AFTER NS\g\E�OF / / Inv(E)=879.68Rim=883.66
FINAL GRADING OR AS SOON AS POSSIBLE. S?0 FRE ES Inlet --�55 Inv(Bottom)=877.56
STORM SEWER SYSTEM NOTE
ALL STORM SEWER INFRASTRUCTURE TO BE
CONSTRUCTED WITH THIS PROJECT SHALL
BE PRIVATELY OWNED AND MAINTAINED BY
CURRENT PROPERTY OWNER & ALL HEIRS,
SUCCESSORS, & ASSIGNS.
" Curb
6"Curb-/
Curb Inlet
\ Rim=883.15
880.39
Drainage M
Rim=883.51 R
Inv(S)=878.09
PG�OR�NGS\�P P�\,�\M Rim=883.99 / j 2.1' Standing t" M� a \\
ON�R Nep G nv(W)=880.27 / as q� NORTH
G V BOG �R\SI Inv(E)=880.17
20 0 10 20
CONCRETE WASHOUT BMP
30 CY ROLLOFF PROVIDED BY
REPUBLIC WASTE SERVICES 6% ury� S / 1� / `� ( IN FEET )
OR SEE DETAIL 01/C4.0 / 1 inch = 20ft.
P§ ' \\ (asphalt)
\ \ \ Rim=883.78 \ PS
\ Inv(N)=880.28
\ \ \ Inv(E)=880.23
\(asphalt)
\ \ \ \ PS aa5 0 \\
\ \ \ \ 6"Curb \ i / / a�m0 aa�a aa�10 a �\O0 0 ` �02
\\ \ \ \� a 0 0 0 0\� O
0 o�
\ \ (grass) / / i �� T MPORARY 0 0 00 0 0 0�\`aa�6 ` 0 0
TRUCTION 0 0 00 0 0
NTRANCE o 0 0 ° 0
o �M. / a goo S o
\ \ E. a . o F � m "
0 0 aa�' PS 0'� � � EXISTING POND E
��'NORMAL POOL = 874.0
& PS
i
i
i�
F
100-YR STAGE = 881.14
7 0 \ \
9
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\ P S �:::: ' .:::::... as as
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- \ Q.V
PS �5 ,
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0 \ \ \ I aa35o
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a\
r f1 6"C rb ` �� \\\ PS \ 88. i 883.70
C c JQ \ 9O, , O \ 8 883.20
M\
24" Roll Curb
PS \ GQ
Carb Inlet \\ ` \ BR A 30
Rim=8 .78 [ m
Inv(W)= 25 \ 2S � IGAm
Drai ge MH
p �
SS \\\
`S \ eehive Inlet
� S
Rim- 82.94 \ Rim=881.25
\ \ \ a2a \ Inv(NE)=878.
E•
jarcv"1'�.RAW
VV id..
9•�\ ; ,
(4'0 FIRST DEFENSE UNIT -
�� aa, 20 aa360 PS aa�o PS
1P
,5
65 aaa ao
aa� 60
5 �0
aah 0° cJF
/
PROPERTY BOUNDARY
> 0 0
PROPOSED SWALE FLOWLINE
TOP OF CURB GRADE
798.73
PAVEMENT GRADE
798.25
PAVEMENT OR EARTH GRADE
CONSTRUCTION LIMITS
000 - _
Existing Contour
Check Dam/Sediment Filter - Spacing at 100' within
swales (Rock Check Dam). See detail 07/C4.1
PROPOSED SILT FENCE -Typical in all areas
SF
where sediment could leave the site.
SEE DETAIL 06/C4.1
--{ SS
(8" 0 Standard Duty "SILT SOCK" or approved equal)
PROPOSED SILT SOCK -Typical in all paved
areas where sediment could leave the site.
PS TS
PERMANENT SEEDING WITH STRAW MULCH - TYPICAL
AFTER FINAL GRADING IS COMPLETED.
NS
NURSERY SOD
PROPOSED EROSION CONTROL BLANKET
EB
SEE DETAIL 05/C4.1
TS
TEMPORARY SEEDING WITH STRAW MULCH - TYPICAL
WHERE CONSTRUCTION ACTIVITIES WILL REMAIN IDLE
FOR A PERIOD OF 15 DAYS OR MORE.
Inlet Protection - "Flexstorm" inlet protection typical for all
paved area inlets AFTER pavement is installed; Silt Fence cage
& "Flexstorm" inlet protection BEFORE pavement is installed.
Point where stormwater will leave the site.
000
PROPOSED CONTOUR
0 0 0 0 o
PROPOSED TEMPORARY CONSTRUCTION ENTRANCE
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.
DEVELOPMENT SUMMARY
TOTAL SITE AREA = 0.98 ACRES +/-
TOTAL DISTURBED AREA = 0.95 ACRES +/-
EROSION CONTROL NOTES
1. EROSION CONTROL PLAN MUST BE EXECUTED BEFORE
COMMENCING WITH CONSTRUCTION.
2. ALL EROSION CONTROL MATERIAL NEEDS TO BE APPROVED
BY THE CITY INSPECTORS PRIOR TO INSTALLATION.
PS u 2.9 A. ®\ \\\ i 2. C
6" rb \
- - - - - - - \�I F- 3.
PS a�2�ME. \ \ y \ \
\ \ 4. 1
24" Cub \ \ \ �v� �� I 5. 1
GENERAL NOTES
;ONTRACTOR TO SCHEDULE A PRE -CONSTRUCTION MEETING WITH
IE CITY OF CARMEL STORM WATER ENGINEERING (DAN GRESKAMP).
RIOR TO COMMENCING WITH CONSTRUCTION. 317-571-2441
EMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO
ONFORM TO APPLICABLE LOCAL AND STATE STANDARDS.
ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN
COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER
SAFETY.
T SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY
ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS.
T SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY
ALL EXISTING ELEVATIONS BEFORE CONSTRUCTION BEGINS.
(asphalt) / ::��nlet CONTRACTOR NOTE
i P \\ Rim=/S)=8 \ \ \ I NO EARTH DISTURBING ACTIVITY MAY COMMENCE
OGEE Inv(W/S)=877.32 �\ \ \ WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT
OF \\ I \ \
FL
�RPG1 oOR X30
GON vs O ��\SIM \�0-0
\ SOILS DESCRIPTIONS & LIMITATIONS
nIet
Rim= 2.64 \\
Inv(SW/E)=877.59
Inlet \\
SEEDING NOTE Rim=882.33�
877.28
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.
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 18057CO225 G,
PANEL NUMBER 0225 G, DATED NOVEMBER 19, 2014.
REFERENCE NAP FIRM MAP #: 18057CO225 G
EFFECTIVE DATE: NOVEMBER 19, 2014.
STORM SEWER INLET NOTE
ALL STORM WATER INLETS & CATCH BASIN
CASTINGS SHALL BE LABELLED WITH
ENVIRONMENTAL MESSAGING "NO DUMPING,
DRAINS TO STREAM" CAST IN RAISED OR RECESSED
LETTERS AT A MIN. 1-INCH HEIGHT. A SYMBOL OF A
FISH SHALL ALSO BE CAST WITH THE LETTERS
1. Brookston Silty Clay Loam (Br - 0.90% Site) The Brookston
series consists of very deep, poorly drained soils formed in up to
20 inches of silty material and the underlying loamy till in
depressions on till plains and moraines. Permeability is moderate in
the subsoil and moderately slow in the underlying material. Slope
ranges from 0 to 2 percent. Subject soil does not present any
foreseeable limitations to the proposed development.
2. Crosby Silty Loam (CrA - 99.1 % Site) The Crosby series
consists of very deep, somewhat poorly drained soils that are
moderately deep to dense till on till plains. These soils formed in
loamy till that can be capped with up to 22 inches of loess or silty
material. Permeability is moderate or moderately slow in and above
the argillic horizon and slow or very slow below the argillic horizon.
Slope ranges from 0 to 2 percent. Subject soil does not present
any foreseeable limitations to the proposed development.
**IF CONSTRUCTION IS TAKING PLACE DURING WET SEASONS, SOILS
MAY REQUIRE LIME STABILIZATION.
SOILS MAP
SCALE: 1 " = 100'
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DATE: 07/17/2019
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PROJECT NUMBER
VIOC.001
DRAWING NUMBER
C4m0
SHEET 6 OF 16
DWN BY:
KPB
CHKD. BY:
BSC
SCALE:
1 " = 20'
DATE:
07 17 19