HomeMy WebLinkAboutC3.0-STORMWATER-POLLUTION-PREVENTION-PLAN-Rev.0TOPOGRAPHIC & 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
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 INSTAI I ATION.
DEVELOPMENT SUMMARY
TOTAL SITE AREA = 2.43 ACRES +/-
TOTAL DISTURBED AREA = 2.0 ACRES
� \ � ODHOTES 0.05 ACRE
CONCRETE WASHOUT BMP 30 CY
II_ ROLLOFF PROVIDED BY REPUBLIC
WASTE SERVICES OR SEE DETAIL 04/C4.1
Eli
\ \I I r 5F `®eO PS PS
F @ PS CO
Pis EB 845-PS EB Q5� PS ES
DO I PS
B i,5/ •
NO EARTH DISTURBING ACTIVITY MAY COMMENCE / / 6/ /� • •#
WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. 1 ` PS / / PS /X /to ��. �• 0
GENERAL NOTES I p�0 I � ( //Qe •�••00
1. CONTRACTOR TO SCHEDULE A PRE -CONSTRUCTION MEETING WITH $ p t PS
THE CITY OF CARMEL STORM WATER ENGINEERING (DAN GRESKAMP). 1 ♦ I / EB /
PRIOR TO COMMENCING NITH CONSTRUCTION. 317-571-2441 IND �p r, ,T/♦ (p1 �� / O O O O O
2. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO/ O
CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 1 i O O
/ O
3. ALL COMPLIANCE WTHHAPPLICABLE ACTIVITY NO.S.H.A. STANDARDSTHIS SITE TO BE FORPERFORMED
@ 1 B ♦ � Q / / 0000 C
SAFETY. 10)O
z a 1 11 6 00
4. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ggg 1 PS O Cc)
ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. ¢a J y 1 ,a5 j O O O
11
5. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY
ALL EXISTING ELEVATONS BEFORE CONSTRUCTION BEGINS
w F
Y ao
g L(
9 L
1
STORM SEWER SYSTEM NOTE
I
ALL ON -SITE STORM SEWER INFRASTRUCTURE
00
@ ' I
TO BE CONSTRUCTED WITH THIS PROJECT SHALL
I I I
BE PRIVATELY OWNED AND MAINTAINED.
w
FZ o1.11
I ,
00
SOILS DESCRIPTIONS & LIMITATIONS��
A
I �
z
O Q
1. Brookston Silt Clay Loam - 5.3� Site The Brookston series
Y Y )
o
(
raE
consists of verydice poorly drained soils formed in u to 20 inches
P� P Y P
of silt material and the underlying loam till in depressions on till
Y Y 9 Y P
loins and moraines. Permeability is moderate in the subsoil and
P Y
I
moderatelyslow in the underlying material. Slope ranges from 0 to 2
Y 9 P
I
percent. Subject soil does not present any foreseeable limitations to
II
the proposed development.
$ I
2. Crosby Silty Loam (CrA - 34.8% Site) The Crosby series consists
I
of very deep, somewhat poorly drained soils that are moderately deep
I
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 moderatelyslow in and above the ar illic horizon and
9
I
slow or very slow below the argillic horizon. Slope ranges from 0 to 2
i
percent. Subject soil does not present any foreseeable limitations to
I
the proposed development. 'sq-
\'
3. Shoals Silt Loam I - 0.2% Site) The Shoals series consists of
I
very deep, somewhat poorly drained soils formed in alluvium on flood
I \
plains. Slope ranges from 0 to 2 percent. Permeability is moderate in
$
the solum and moderate or moderately rapid in the substratum.
FLOOD NOTE
MULCHING NOTE
SEEDING NOTE
THIS LOT DOES ENTIRELY IN ROOD HAZARD ZONE 'X' AS SCALED
WHERE REQUIRED. CRIMPED/ ANCHORED MULCH OR
INSTALL TEMPORARY SEEDING AFTER A SPECIFIC
FROM THE ROOD INSURANCE RATE MAP (FIRM) FOR HAMILTON
MULCH NTH A TACKING AGENT SHALL BE USED THE
STAGE OF CONSTRUCTION HAS BEEN COMPLETED
COUNTY, INDIANA, COMMUNITY NAME CITY OF CARMEL,
APPLICATION RATE SHOULD MEET GUIDELINES PER
(TEMPORARY OR FINAL) WHERE AREAS WILL BE
COMMUNITY NUMBER 180081, MAP NUMBER 18057CO209 G,
PRACTCE 3.15 OF THE INDIANA HANDBOOK FOR
IDLE OF CONSTRUCTION ACTIVITIES FOR A PERIOD
PANEL NUMBER 0209 G, DATED NOVEMBER 19, 2014.
EROSION CONTROL IN DEVELOPING AREAS,
OF 15 DAYS OR MORE.
REFERENCE NAP FIRM MAP R 10057OD209 G
EROSION
EFTFCflVE DATF: NOVEMBER 19, 2014
FERTILIZER NOTE
CONTROL CONTACT:
DO NOT USE PHOSPHOROUS CONTAINING
DERMATOLOGY, INC.
3755 EAST 82nd STREET, STE. 75
FERflUZOH (12-12-12) UNLESS SOIL TESTS
INDIANAPOLIS. IN 46240
INDICATE A PHOSPHOROUS DEFICIENCY.
ATTN: AMY SUMMERS
(317) 410-0056 /T CONTRACTOR RESPONSIBLE TO KEEP ROAD
/ l/ FREE OF DUST/DEBRIS/MUD
AT ALL TIMES
"'maw
LAKEFRONT
COURT
NZ30
_
/Delliissim
�reow�a
V
�-sa-
r unr
.."ENTRANCE
p842.18
LS M
4 .tPI �MI.67 ME
• •�.,�:}bT7• �" Cam, �G� �NiNhZ
16 � 1 h4V
REVISION RECORD
IREVI
DATE
I
DESCRIPTION
DES BY
APE BY
1
107/27/181
REVISIONS PER T.A.C. COMMENTS
I BAG
EAG
LEGEND:
PROPERTY BOUNDARY
- - -
RIGHT-OF-WAY
LIMITS OF DISTURBANCE
PROPOSED CONCRETE
PROPOSED STORM SEWER
Q�
PROPOSED STORM STRUCTURE
-- -
ROOF DRAIN/SUB-SURFACE DRAIN
70.23
TOP OF CURB GRADE
79B'73
PAVEMENT GRADE
]98.25
PAVEMENT OR EARTH GRADE
M.E.
MATCH EXISTING GRADE
- - - -
PROPOSED GRADE BREAK
- -847- -
PROPOSED CONTOUR
---847---
EXISTING CONTOUR
Mta
Check Dam/Sediment filter - Spading at IW within
seems (Rod Ched Dam). See acted 0l/G4.1
PROPOSED SILT FENCE -Typical in all areas
--E --
Where sediment
could leave the site.
SEE DEFAIL
O6/C41
q PS
0 ♦ 8
O \ &410 �S4 q\ - /'� y�- \ III I ��_ (PR Standard SILT
Duty "SILT SOCK" or approved equal)
Na.N - �- � -81Py1 \ 1 PROPOSED SILT SOCK -Typical is all paved
N4.10 Na.33 u v -kl� 1 areas where sediment could leave the site.
\ _ _ - -845 '�
PS N1.50 / PS - PS -846- - PS - \\ \ II I PS TS PERMANENT SEEDING WIN STRAW MULCH - TYPICAL
I Ar1ER FINAL OHAINNG IS COMPLEIR.
�U.:. �•� .Sec � /�/ � AS PS PS \ /N / \
1
--
- 846- P � q
XX
PS
846 /
PROPOSED BUILDING
\ 11,851 S.F. (GROSS)
2.43 ACRES
- - - - -F.F.E. = 845.70 ti
5-
]
WM
845.50
O 11
\\ S
/ M...63 80.53
W..13 N40T 84579 NB.W ',
Y\ 8/5.29 N5.W 1
Sir.F84-4I
oz fiaT'n a asz l I n i
jP5
PS
PS
\ 8N.85 1bill
O
,
A/
Ig8I3.B8
GG4
h
ZIce 1
a
BM.N
W..63
;
_
S
I
I
BH.80
Na.O
en
N430
1
N4.95
.15
----
---
- .62
1
-843-
�p�
r
63
-
6a3.03
N5.26
84a.]fi
;
/
Subject Boll does not resent an foreseeable limitations to the \ � PS
1 P Y ♦ N XX / � O
development. / `�
proposed P @ �'r�e Psirve#ioD- ♦ -� A 2
4. Miami Silt Loam Mm - 59.6% Site The Miami series consists 4 � � �
of moderately well drained soils formed in as much as 18 inches of \ Protection'Peering ; �, `10 O r 2N
B
2 844.24 1
e N loess or silt material and in the underlying loam till on till loins. ♦ u BIJ.]4 IH3.33
1
They are very deep soils that are moderately deep to dense ill. / / ��` %� \ `v r �� •8 1- - 1 Nz13 84a53 I I 1
Permeability is moderate or moderately slow in the solum, and slow / / �` ♦v A / I N262 Names I®S 1
or very slow in the underlying dense till. Slope ranges from 0 to 60 l / s P / N249 1 P PS
percent. Subject soil does not present any foreseeable limitations to I / ` I v A 9 1
the proposed development. f�
Ila1
lAMRWNT COURT
CrA
Nj
MmB2 Mni
CrA MmB2
CrA MmB2
CrA CrA
\ CrA MmB2
c A ^CrA Mm82 Br
CrA
I
RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations
of State and I seal Cn irm
City of Camel (�
�VTl slucjw )NaA�
DATE: 03/27/19
NS NURSERY SOD
NORTH
EB PROPOSED EROSION CONTROL BLANKET
20 0 10 20 SEE DETAIL 05/C4.1
TS TEMPORARY SEEDING WITH STRAW MULCH - TYPICAL
WHERE CDNSTRUCTON ACTMTES MIL REMAIN IDLE
FOR A PERIOD OF 15 DAYS OR MORE.
( IN FEET) Inlet Protection-'Revtorm' Inlet Protection tlpical for all
1 inch = 201U ❑ Paved wee Inlets AFTER pavement is metalled; Sit Fence cage
84283WAS IL
\
CONSTRUCTION LIMITS=2.0 At j / / �`� 1C \Bu`\ \ I \ 2 t\ N1.6D 1
/ I � `� p5 � •:. Nzfio Nzas N3.33 �a
/ `,c w N210 N1.95 N283 ,i 1
\ c -842-
5 gND; EB i- 1 1
PS�q P PS i _ -840
��� OWN, _ME mis min
__�___
A -a Gswin
�� MEMisMiss M839-
saw ME
MEN
II
Mis
M AN
Tree Pre$ervntion / -
, m 1-sn ;---sec sin _sLw d
Knavwhat'sbelow,Callbefem you dig. - 843 - - - - - - - - - _ _ _ _ '84�
844 ---��412
k'Re vtarm' inlet protection BEFORE pacment is installed.
Point where stamwater wil leave the site.
00o°O PROPOSED TEMPORARY CONSTRUCTION ENTRANCE
°°°°° SEE DETAIL 03/C4.1
NOTE: INSTALL TEMPORARY SEEDING AFTER A SPECIFIC STAGE OF CONSTRUCTON
HAS BEEN COMPLETED (TEMPORARY OR FINAL) WERE AREAS WILL BE IDLE OF
CONSTRUCTION ACTVTTES 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 UNES AND EQUIPMENT.
VERIFY COVER REQUIREMENTS BY UTIUTY 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 CO PANIES. 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 WLL 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 WLL BE INSTALLED IF DEEMED NECESSARY BY ON -SITE INSPECTION.
4. SEDIMENT LADEN WATER SHALL BE DETAINED BY EROSION CONTROL
PRACTICES AS NEEDED TO MINIMIZE SEDIMENTATON 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 NTH WATER. CLEARED SEDIMENT SHALL BE RETURNED TO THE
SITE FOR DISPOSAL.
7. SOIL MICH 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 NQT
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.
Lin
L
W�
(-0'
d
cl
C9
Z �D
I®
�m
O�z
Z0
9-I
I --I
� = n K
�No
_i0J o
00
Q
C) a
�`o
00-°-O
rho
^^�r¢••��
FO
U.)z
y
()
�0IND
V� a
111G L1111,
I� G\STEq �gCP
-
- :
No
PE104Oi
.o ;•
STATE OF
%,S,
''PeeMIT
1111 1,
62
J0
DATE:
07/20/2018
DWN BY:
KPB
CHKD. BY:
EAG
SCALE:
1" = 20'
DATE:
07 20 18
NCIO
a
C)
O
0
W
0Q
IL)
W
W
a
Fti
lU.la:3
.
owu
O
_J
�D
E4
O
O
Q
O
W
O
N
O
PROJECT
(NUMBER
F)ER.001
i
DRAWING NUMBER
C3.0
SHEET 6 OF 15