HomeMy WebLinkAbout06110012-13 Preliminary Plat Rcv. 11/2/2006 DOCSN
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North line NE /4 of Sec. 25f--- T18N —R3E I�I
S 88 °54'52" W
2610.73'
P DINT OF BEGINNING
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PREPARED BY.•
WEIHE ENGINEERS, INC.
70505 N. COLLEGE AVE.
INDIANAPOLIS, IN 46280
TELEPHONE: (377) 846 -6677
(DATE: October 78, 2006 1
PREPARED FOR:
J. W. Moffett
735 8th St. N. W.
Carmel, IN 46032
TELEPHONE: 377 —��66 -2023
FAX: 317-580-9596
CONTACT PERSON. Justin Moffett
9
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PROPOSED ZONING: PUD
EXISTING ZONING — R2
TOTAL ACREAGE: 2.59 AC.
LEGEND
D. &U.E. DRAINAGE AND UTILITY EASEMENT
V.W. VARIABLE WIDTH EASEMENT
S. E. SANITARY SEWER EASEMENT
S.S.P. SANITARY SEWER PIPE
ESMT EASEMENT
ASPH ASPHALT
I.E. INGRESS /EGRESS EASEMENT
PARKING SUMMARY
136TH STREET — 9 SPACES
7th STREET N.W. — 4 SPACES
1ST. AVE. N.W. — 5 SPACES
7
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Preliminary Plat
1ESrF(3N1E COMM(ONS
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PERMANENT BENCHMARK
ar''llimel ffN, 46031
S B8 °54'52 W 413.00'
Part of the Northeast Quarter of Section 25, Township 18 North, Range 3 East of the
Second Principal Meridian in Clay Township of Hamilton County, Indiana.
Commencing at the Northeast corner of the Northeast Quarter of said Section 25;
thence South 88 degrees 54 minutes 52 seconds West along the north line of said
quarter section 413.00 feet; to the POINT OF BEGINNING of the following described real
estate:
thence South 00 degrees 07 minutes 46 seconds West parallel with the east line of
said quarter section and along the northerly prolongation of the west right —of —way
line of 1st Avenue NW and along said right —of —way line a distance of 305.80 feet;
thence South 88 degrees 54 minutes 52 seconds West 364.70 feet to the southeast
corner of Instrument 98 -40862 as found in the Office of the Recorder of Hamilton
County, Indiana, said point being on the east right —of —way line of the Monon Trail;
thence North 01 degrees 20 minutes 01 seconds West along the east line of said
instrument and right —of —way line 131.95 feet to the southeast corner of Instrument
99- 09339; thence continuing North 01 degrees 44 minutes 35 seconds West along
the east line of Instrument 99 -09339 and right —of —way of the Monon Trail 173.78
feet to the northeast corner thereof, being on the north line of said quarter section;
thence North 88 degrees 54 minutes 52 seconds East along said north line 373.75
feet to the POINT OF BEGINNING.
Containing 2.590 acres, more or less.
FIRM Map TBM "RM 207 -3"
Cross cut on top cf North end of 6.5' Cmp North of
136th Street at Little Cool Creek
ELEVATION = 811.38 (NGVD — 1929)
TEMPORARY BENCHMARK
Monon Pedestrian Crossing Signal Pole with TBM on Base
ELEVATION = 818.69 (NGVD — 1929)
Fire Hydrant at SE corner 1st and 136th St.
ELEVATION = 821.35 (NGVD — 1929)
Fire Hydrant at SE corner 1st and 6th St. N.W.
ELEVATION = 825.31 (NGVD — 1929)
6 1 5
HOLEY MOLEY SAYS
"DIG SAFELY"
"IT'S THE LAW"
CALL 2 WORKING DAYS BEFORE YOU DIG
1- 800 - 382 -5544
CALL TOLL FREE
PER INDIANA STATE LAW IC 8 -1 -26.
IT IS AGAINST THE LAW TO EXCAVATE
WITHOUT NOTIFYING THE UNDERGROUND
LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING WORK.
4
AREA MAP NOT TO SCALE
PROJECT LOCATION
3
NE Cor NE /4 of
Sec. 25— T18N —R3E
PK Nail Found
per H.C.S.R. ties
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FOR MARION COUNTY, INDIANA
SOILS TYPE LEGEND SOIL MAP NOT TO SCALE
Br BROOKSTON SILTY CLAY LOAM
CrA CROSBY SILT LOAM, 0 TO 2 % SLOPES
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SHEET NO.
PROJECT NO.
W06 -0569
1) General . .
A) The work subject to the requirements of this policy shall include the
production, hauling /delivery, spreading, finishing, compaction and other work
necessary to prepare foundations, install aggregate bases and install one or
more courses of base, intermediate, or surface hot mix asphalt mixtures
within existing or proposed right -of -way for roadways, auxiliary lanes and
asphalt multi -use paths.
s B) This policy shall be the basis for acceptance of the work by the City.
Failure to adhere to the requirements of this policy may result in .
non- acceptance of the work or other remedies outlined in this policy.
C) Workmanship, materials and quality of the work completed shall conform to
the 2006 Standard Specifications of the Indiana Department of
Transportation (hereinafter referred to as Standard Specifications), except
where deviations are allowed herein, or variances are granted.
D) Where the minimum standards of any other governmental agency having
concurrent jurisdiction exceed these standards, the higher standards shall
apply.
. E) If any plan or other note or specification on the approved construction
documents exceeds the minimum standards of this policy, the higher
standards shall apply.
F) Nothing contained herein shall be construed as prohibiting the design and
construction of improvements meeting higher standards, nor as discouraging
petitions to appropriate governing bodies for variances for alternatives which
can be supported by advances in technology and are approved by other
M agencies with concurrent jurisdiction.
G) All work shall comply with the requirements of Section 105.03 of the
Standard Specifications.
H) For the purposes of this policy, where the term Engineer is used in this
policy and the Standard Specifications, it shall mean:
a) The Carmel City Engineer, staff of the Department of Engineering, other
personnel employed by the City of Carmel, or authorized agent(s) that
may be retained to represent the City of Carmel.
ii) The Hamilton unt i
Co y Highway g ay Engineer, staff of the Hamilton County
Highway Department, other personnel employed b y Hamilton County, or
authorized agent(s) that m b i r
a e retained to represent Hamilton
Count
Y P
Y
Highway, depending on the location of the work.
i AuthoriY f the t Engineer
o E In er over the work shall be per ion
Sect 105.01 of the
9
Standard Specifications. .
J) Prior to commencing the work, the Contractor performing the work shall
contact the Engineer to schedule a pre- construction meeting to review the
4- Engineer's construction requirements, staff notification requirements, required
inspections for certain stages of the work and to review the authority of
the Engineer as it relates to the work.
K) Under no circumstances shall work subject to the standards established by
this policy commence without obtaining approved construction drawings by
the City of Carmel Department of Engineering.
2) Foundation
A) General
i) This work shall consist of the construction /preparation of the foundation
in accordance with Section 105.03 of the Standard Specifications.
B) Excavation and Embankment
i) Prior to beginning excavation and embankment operations, all necessary
clearing, grubbing, scalping and topsoil stripping and subsequent
backfilling for removed items within the slope stake limits shall be
performed in accordance with Section 201.03 and 201.04 of the Standard
Specifications. All topsoil, vegetation, roots, stumps, friable and deleterious
(U
material shall be completely removed within the limits of the slope
stakes.
ii) Excavations .
(1) After excavation operations, all spongy and yielding material that does
not readily compact shall be removed from within the slope stake
limits and the resulting void shall be refilled with suitable material and
compacted in accordance with Section 203 of the Standard
Specifications.
(2) Any pronounced depressions within the slope stake limits resulting
after excavation operations shall. be refilled with suitable material and
compacted in accordance with Section 203 of the Standard
Specifications.
iii) Embankments
(1) Embankments shall be constructed in accordance with Section 203 of
the Standard Specifications.
(2) All spongy and yielding material that does not readily compact shall
-v be removed from within the slope stake limits prior to embankment .
operations.
(3) Any pronounced depressions within the slope stake limits resulting
after clearing, grubbing, scalping and topsoil removal shall be refilled
with suitable material and compacted in accordance with Section 203
of the Standard Specifications prior to embankment operations. .
(4) Prior to the construction of any embankment, the original ground
surface within the limits of the slope stakes shall be leveled and the
upper 6- inches shall be compacted in accordance with Section 203 of
the Standard Specifications.
(5) Embankments shall be shaped to be well drained and shall be
protected to prevent erosion.
(6) Loose depth of each embankment lift, final compacted depth,
compaction method and compaction requirements shall be in .
accordance with Section 203 of the Standard Specifications.
C) Soil Subgrades
i) Subgrades shall be prepared only after the installation of all utilities and .
. subsurface drains indicated on the approved construction documents to
be located under the pavement are completed. Trench backfilling work of
these installations shall be in accordance with the City of Carmel Trench
Backfilling specifications.
ii) The subgrade shall be shaped to the required grade and sections, free
from all ruts, corrugations, or other irregularities,
iii)The subgrade shall be uniformly prepared, compacted and approved in
accordance with Sections 207.02, 207.03 and 207.04 of the Standard
Specifications. .
iv)Subgrades shall be inspected and approved by the Engineer before any
aggregate base or hot mix asphalt pavements are constructed. A proofroll
shall be conducted in. accordance with Section 203.26 of the Standard
Specifications. Unacceptable areas shall be corrected to the satisfaction
of the Engineer before any aggregate
ate base or hot mix asphalt paving
operations commence.
v) At the discretion of the Engineer, Subgrade that has satisfactorily passed
-0 a proofroll, but remains uncovered for a period of 14 calendar days
prior to placing stone or is subject to a measurable rain event prior to
placing stone, shall be subject to additional proof rolls prior to placement
of the Aggregate Base.
D) Existing Pavement .
i) Milling of existing pavement surfaces shall be in accordance with Section
306.02, 306.03, 306.05, 306.07 and 306.08 of the Standard
Specifications.
ii) Localized weak areas of the existing pavement section uncovered during
the milling process shall be repaired in accordance with Section 304.02,
304.03, 304.05 or 305 of the Standard Specifications.
iii) Prior to opening milled areas to traffic, the milled areas shall be cleaned .
T1 of all material, debris and dust resulting from the operation.
0
E iv) Milled areas that remain open to traffic longer than those times
stipulated in Section 306.05 of the Standard Specifications shall be
3 It subject to liquidated damages outlined in Section 306.05 of the Standard
ru Specifications, The Contractor shall be responsible for payment of these
I ° liquidated damages.
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3) Aggregate Bases
A) General
i) This work shall consist of placing a compacted aggregate on a prepared soil
subgrade in accordance with Section 105.03 of the Standard Specifications.
ii) Aggregate Base materials shall be in accordance with Section 301.02 of the
Standard Specifications. .
iii)The material shall be obtained from a Certified Aggregate Producer in accordance
with Section 917 of the Standard Specifications.
iv)The Aggregate Base material shall be handled and transported to, and on, the work
site in a manner that minimizes segregation and moisture loss.
v) Aggregate Bases shall be constructed on prepared fuundations and to thicknesses
equal or greater than those indicated on the approved construction documents.
B) Temperature and Seasonal Limitations
i) The Aggregate Base shall be placed in accordance with .the temperature limitations
of Section 301.04 of the Standard Specifications.
ii) Frozen material. shall not be placed.
iii)Aggregate Bases must be placed and pass proof ro l prior to November 30 in order
to allow paving in accordance with Section 4C(iv) of this policy.
C) Preparation
i) The prepared foundation shall be free from objectionable or foreign materials at the
time of placement.
ii) The subgrade shall be subject to additional proof rolls in accordance with Section
203.26 of the Standard Specifications just prior to placing the Aggregate Base on
the subgrade in accordance with Section 2C(v) of this policy. Unacceptable areas
shall be corrected to the satisfaction of the Engineer before any Aggregate Base is
. placed. .
D) Spreading and Finishing .
i) The Aggregate Base shall be spread in accordance wi'.h Section 301.05 of the
Standard Specifications, p I Ions.
ii) The
Aggregate Base shall be
compacted in accordance with Section 301.06 of the
Standard Specifications.
iii Sub
se uent paving courses shall be placed over the Aggregate e Base within 14
calendar days. Aggregate Bases that lay exposed for a period of time greater than
14 calendar days or experience a measurable rain event prior to the placement of
subsequent paving courses shall be subject to inspection and acceptance by the
Engineer. At the discretion of the Engineer, additional proof rolls may be required.
4) Asphalt Pavement
A) General .
i) This work shall consist of placing one or more courses of base, intermediate, or
surface hot mix asphalt (HMA) mixtures on a prepared foundation in accordance with
Section 105.03 of, the Standard Specifications.
ii) HMA base, intermediate, or surface mix' 'ures shall be constructed on prepared
foundations and to thicknesses equal or greater than those indicated on the
approved construction documents.
iii)Materials used in the production of the HMA mixtures shall be in accordance with
Section 401.03 of the Standard Specifications,
iv)Equipment for HMA operations, including but not limited to production,
hauling /transportation, laydown, compaction and miscellaneous /ancillary activity shall
be in accordance with Section 409 of the Standard Specifications.
v) Installation of the full pavement section indicated. on the approved construction
documents for the entire area to be paved must be completed in the same paving
season. 1.
vi)Widening operations shall comply with the following:
(1) The. outside face of the excavated area shall be left as nearly vertical as the
. nature of the material will permit and not wider than the outside limits of the
widening section.
(2) The existing pavement adjacent to the widening area shall be sawcut to a clean
edge.
subgrade in the widened area shall be compacted i
(3 ) The sub 9 p n accordance with this
policy.
(4) Widening mixtures shall comply with the pavement section indicated on the
approved construction documents.
(5) Compaction of the widening shall be in accordance with Section 304.05 of the
Standard Specifications. .
B) Preparation
i) The Aggregate Base shall be subject to additional proof rolls in accordance with
Section 203.26 of the Standard Specifications just prior to placing the HMA courses
in accordance with Section 3D(iii) of this policy. Unacceptable areas shall be
corrected to the satisfaction of the Engineer before any paving operations
commence.
ii) All displacement or rutting of the Aggregate Base shall be repaired prior to placing
HMA mixtures. .
iii)Milled asphalt surfaces shall be tacked in accordance with Section 406 of the
Standard Specifications.
iv)Asphalt surfaces between courses shall be tacked in accordance with Section 406 of
the Standard Specifications.
v) Contact surfaces of curbing, gutters, manholes, and other structures shall be tacked
in _ accordance with Section 406 of the Standard Specifications.
vi)Surfaces on which a mixture is placed shall be free from objectionable or foreign
materials at the time of placement.
vii) Tack Coat material shall be distributed with equipment meeting the requirements
of Section 409.03(a) of the Standard Specifications.
C) Weather and Seasonal Limitations .
i) HMA courses h 11 b 1 d h th b' t
D) Spreading and Finishing
i) HMA courses shall be placed upon an approved foundation or other HMA course by
means of laydown equipment in accordance with Section 409.03(c) of the Standard
Specifications.
ii) Segregation or flushing or bleeding of HMA mixtures will not be permitted. Corrective
action shall be taken to prevent continuation of these conditions. Segregated or flushed
or bleeding HMA mixtures shall be removed if directed.
iii)AII areas showing an excess or deficiency of binder shall be removed and replaced.
iv)AII HMA mixtures that become loose and broken, mixed with dirt, or is in any way
defective shall be removed and replaced.
E) Joints
i) Joints shall conform to the requirements of Section 401.15 of the Standard
Specifications.
F) Compaction
i) The HMA mixture shall be compacted with equipment in accordance with Section
409.03(d) of the Standard Specifications immediately after the mixture has been spread
and finished.
ii) Rollers shall not cause undue displacement, cracking, or shoving.
5) Inspections
A) All materials furnished and each part or detail of the work will be subject to inspection per
Section 105.10 of the Standard Specifications for the purpose of ascertaining that the work
is in substantial conformance with this policy and the approved construction documents.
B) The Contractor shall notify the Engineer a minimum of 48 -hours in advance of commencing
any work subject to the standards established by this policy.
C) The Contractor shall schedule proofrolls with the Engineer a minimum of 48 -hours in
advance of such proofrolls.
D) Sampling and testing of materials, equipment or construction work may be required at the
expense of the Contractor at the discretion of the Engineer for the purpose of ascertaining
that the
work i in substantial
conformance with this policy and the approved construction
documents. Sampling and testing shall conform to the requirements of the sections of the
Standard Specifications catio
ns a PP I'
cab.e t
o the
p ortion of
the work suspected to be
non-compliant ant
or as directed by the Engineer.
E) Where the Engineer determines that is necessary to confirm compliance with standards Of
quality or thickness, pavements shall be cored and tested at the expense of the Contractor.
The average thicknesses of all courses must equal or exceed the minimum prescribed by
the approved construction documents, and no single core shall show a deficiency greater
than one half inch (1/2 ") in any course or total thickness from the pavement section
indicated on the approved construction documents. .
F) Such inspections shall not be construed to relieve the developers' engineers or contractors
in any way from their obligations and responsibilities under their contracts. Specifically,
inspection by the Engineer, or by retained engineers or testing agencies, shall not require
them to assume responsibilities for the approved construction documents, for any
misinterpretation of the approved construction documents by the contractors during
construction, or for the means and methods of construction, nor for safety on the job site.
G) Work identified to not meet the requirements of this policy or the approved construction
documents, unacceptable work, whether the result of poor workmanship, use of defective
materials, damage through carelessness, or any other cause found to exist prior to the
final acceptance of the work, shall be removed immediately and replaced in an acceptable
manner at the Contractor's expense.
H) If the Contractor fails to comply forthwith with any order made under the provisions of this
subsection, the Engineer will have authority to cause unacceptable work to be remedied or
removed and replaced; to cause unauthorized work to be removed; and to deduct the costs
from any monies due or to become due.
1) Work done contrary to instructions provided by the Engineer shall be considered
unacceptable and subject to immediate removal and replacement in accordance with the
instructions provided by the Engineer.
6) Acceptance
A) Before acceptance of any phase of construction, the Engineer shall determine if the
improvements are in substantial compliance with _ this policy (except for any variances
granted) and the approved construction documents.
B) The Engineer may, at his sole discretion, accept work that is not in conformance with this
policy provided that the work its bonded for a period greater than three years. The Engineer
shall establish the extended bonding requirement.
50' EGRESS /INGRESS EASEMENT
� 5' 1 25' 20
12.5' 12.5' Ce
2'
1'(min) 2' LOCATION OF SL P 5'
PROFILE GRADE � 1 %4' FT.
LEVEL LINE CROWN 1 4" FT. E3
CON 1, CHAIR13ACK CURB CONC. WALK
2' MIN. = 1= M T TTT - 2' MIN.
MIN PROPOSED ASPHALT
DRAIN SUBSURFACE (SEE PAVEMENT SECTIO) MIN 6"
GR IN TRENCH W/ MIN. RIGID SUBSURFACE
AGGREGATE PAVEMENT 6" DRAIN IN
PREPARED SUBGRADE PLAIN CONCRETE TRENCH W/
AGGREGA TE
NOTE: PIPE UNDERDRAIN TO CONFORM TO REQUIREMENTS OF
SECTION 906.17 OF STANDARD SPECIFICATIONS.
*ALL PAVING IS TO BE COMPLETED IN ONE PAVING SEASON
TYPICAL SECTION
(NO SCALE) .
Q a e p ace w en e am len temperature and the temperature of
the surface on which it is to be placed is 457 (7'C) or above. The Engineer shall
determine the ambient temperature. There shall be no provision for low temperature
compaction allowed by Section 402.16 of the Standard Specifications.
ii) No mixture shall be placed on a frozen subgrade.
iii)Under no circumstances shall HMA mixtures be placed between December 15 and
M 3
►` W i
�a
C� I T
arch 0.
1 I n "
I
. I ,:
I
, `
� .
Z
SAWCUT AND
iv)If a foundation that is to receive one or more courses of base, intermediate, or
TACK COAT EDGE
-PROPOSED ASPHALT (SEE 136th
surface HMA mixtures is placed and determined to be an approved foundation by
STREET RIGHT -OF -WAY
the City prior to November 30, placement of HMA courses will be allowed up to
PAVEMENT SECTION)
December 15, provided that the ambient and foundation surface temperature
complies with the requirements Section 4C(i) this
136th STREET IMPROVEMENT SECTION
of of policy and the paving
3. THE SPACING OFT E
) H TRANSVERSE JOINTS
contractor pay for the services of a full time construction inspector and who shall
I (NO SCALE)
act as an authorized agent of the Engineer. The Engineer shall select the
.
construction inspector.
9 g
R *,.
v) If the ambient and foundation surface temperature complies with the requirements of
TYPE
Section 4C(i) of this policy between April 1 and April 15, HMA course shall be
,n4
� Ell t�'a; FM!,111
allowed to be placed on an approved foundation provided that the paving contractor
pay for the services of a full time construction inspector and who shall act as an
REVI
authorized agent of the Engineer. The Engineer shall select the construction
1.5" -HMA #11 SURFACE
inspector.
WATER AND SEWER UNDER CITY STREETS
10-10
Bedding, Haunching, Initial Backfill
.
Bedding, haunching, initial backfill materials, placement and compaction for water mains, water service laterals, sanitary
mains and sanitary service laterals shall be in accordance with the standard practice of the utility that has jurisdiction
2" -HMA #8 BINDER
vi)The Engineer reserves the right to suspend all paving operations if, in the opinion of
Final Backfill I I - -
the Engineer, that prevailing weather conditions and /or the condition of the Subgrade
requirements of the INDOT and shall
be compacted in 6 -inch maximum lifts to not less than 95% Standard Proctor Density for the entire depth of the
3" -HMA #5D BASE
and /or the Aggregate Base may result in substandard HMA placement, spreading and
and shall compacted to not less
than 95% Standard Proctor Density. If the standard practice of the utility that has jurisdiction over the installation has
finishing.
MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS
7 " - #53 STONE
10 I g I 8- I - 7
4 " - #2 STONE
�vn1r1A%,1LU v7RMNULAM SUBGRADE
136st STREET
RIGHT -OF -WAY
PAVEMENT SECTION
(NO SCALE)
AV
I . . .. Preliminary P
.. I
..
1
C(91313 -J1_ESrr(3NE
1--mus
. S 0a th I
I . Street
Carmel IN 9 � 46032
7cp fail I
�,.. ., .
�,.,
� E IN � SILL+'! , fir"
M - _ t M
�" % .�Y �•
Bcrr oac
le E E f1 � t
,.
. to
'
t
�k
e Ct s A Can
�r,,
4
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� 4. t� � �
N11 . � x�4 � 4Z ' h� i lF. ► aa�7r
r:s
N a
�n�rllf�ci�d Sr�aprnek
or ANreg :te Qaxa
. NOTES, FACES :VAY BE PATTL-gED TO FACILITATE SLIP FORMING,
CURE ALL EXPOSED SURFACES.
' IDAMPV� SUBORAGE BEFORE PLACING CW41 i .
- C smilax 1?�P r- C.,
�� CARM��.. STANDA�05
COMBINED CONCRETE CURS & GUTI`ER (TYVE ITI) R1711SED I
I!kuURE
, 10 -12-
tor:.
PIPE LiNDERDRAII.N
(Typical Instollativris)
NWL' PIK SHALL CONFORM TO REOUIREYENTS OF SECTION 906,17
OF STAN WD SPECIFICATIONS.
M5Af,.tAT1W RERUIRED: BOTH SIDES OF PAVEMENT WHOZE REQUMED
BY THE ENGINEER.
Seata. 1"= 1"-c"
Cfr( ,Of= CARMEN. STANDARDS
SUBSURFACE DRAIN PIEWTV D -_
=7111"
I0--9
5
1.5" -HMA #11 SURFACE
2" -HMA #8 BINDER
3" -HMA #5D BASE
7 " - #53 STONE
�.UMrAI.ItU UKANULAK JUtJGKADE
(UNDISTURBED SUBGRADE OVER PIPELINES)
LOCAL STREET
PAVEMENT SECTION
(NO SCALE)
NOTE: A MINIMUM OF J6 INCHES OF
UNDISTURBED COVER TO BE
MAINTAINED ABOVE PIPELINES AT ALL
AYES
4
(-Scuk Of CUTb 5 k--Lr Vl n. It a Prc t!tj U'ne
rotf �I�`t F'i�i -..1
S d Ito cS
., 6act 1 I Fr ;crcd b rcd
TYPICAL SIDEWALK SECTION
NOT 1'I) w ,at-
THE SPACE BEHIND THE CURS Sl COIL UE FILL -:D ► lTij SUITA,6LE
VATEWL TO DiE REQUIVED E�'dAT'IOt4 MD CC�tgI X7W IN tMEp
NOT TO EXCEED r .mt wT .
SUBGRRWE GR 'BASE UNDEi ALL CURSS, SIDE>nr'ALK$, AND DRIVES
SPOAL .. PE COMPACTED 1N ACCCRC *ZCE WIT'R SECTION 207.,02 CF
THE STANDARD SPEW CATION4& '
.
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a
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; . ;r•r . .,
u'' Agvtgata cast
3. THE SPACING OFT E
) H TRANSVERSE JOINTS
. A 2C Mlim' nurr
I,- conkrcctt-an J'a'r {t (r)P+ Section -'
4
NOTES: INTEGRAL CUR Vr�TP! CONCRETE AkVEMEPJ SHALL DE 0 /1LAR SR E.
Eapae.ng
s
CURE ALL EXPOSED SURFACF's.
9 g
R *,.
DAIAM; SUBGRADE BSFORE rWING CONCRETE,
TYPE
47
,n4
� Ell t�'a; FM!,111
f OF A: MEL STANDARDS
CONGREY E ROLL URA & GFJTTEI
REVI
1 a..5. 'rlrrell Wi0h
� , 1. t
_ ..._ . -... 1
FTCU qtr
WATER AND SEWER UNDER CITY STREETS
10-10
Bedding, Haunching, Initial Backfill
.
(-Scuk Of CUTb 5 k--Lr Vl n. It a Prc t!tj U'ne
rotf �I�`t F'i�i -..1
S d Ito cS
., 6act 1 I Fr ;crcd b rcd
TYPICAL SIDEWALK SECTION
NOT 1'I) w ,at-
THE SPACE BEHIND THE CURS Sl COIL UE FILL -:D ► lTij SUITA,6LE
VATEWL TO DiE REQUIVED E�'dAT'IOt4 MD CC�tgI X7W IN tMEp
NOT TO EXCEED r .mt wT .
SUBGRRWE GR 'BASE UNDEi ALL CURSS, SIDE>nr'ALK$, AND DRIVES
SPOAL .. PE COMPACTED 1N ACCCRC *ZCE WIT'R SECTION 207.,02 CF
THE STANDARD SPEW CATION4& '
f '""�'"" ,,.". Taolgd Cr ,� ECirt� �hiC;�J�4 .
�:
., Z. = a -
• , p ,. Con rote
_`.,:*-,� t* N• *r N.. ''M 'y'* "'."'�'_- IoCltx.9l i'i� ^.�{�on rote wxi� 1.' .'K,, �. _
Ijd 4` IWIrmjr?t
S' "'Alk ! 4 it with Drer sw )'s µficll .lime V__1 rr-.rr Tft ,- kr,flaz .
Of W fir I:,f i ram �7I 1 ?n rkxr�y W °MIch k'fcr 14 Grftt,o.
CONCRETE SIDEWALK
. Na:T 1'e scx
CrFY OF CARMEN. STANDARDS
I .
- SIDE`WNA DETAILS � A- sD - -
$T URE
. 1Q -14 .
.�
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Of ;negate Bale
AL
NOTES: FACES V.Ay BE 'B,ATIE,R D TO FACIUTATE SLiP FDR�lIPtC.
C.tJRE .ALL POEEA suRrAOES. .
ONiPEN SUBGRADE SETCRE PLACING CONCRE
.. ;kale: t�'ts. Y -Ir
CMS OF CARMEL STANDARDS
b.
COMBINED CDNMTE CURS & GUTTER MPE IT)' ADTS>»w� _. _
. nCURE.
.. �..r,. .�
A- i
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4
-
; . ;r•r . .,
17
3. THE SPACING OFT E
) H TRANSVERSE JOINTS
4 la
_11
i
I,- conkrcctt-an J'a'r {t (r)P+ Section -'
4
I7
Eapae.ng
s
B�-7n *t.It
Trar-syrme
9 g
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„. ,. - -= .
TYPE
47
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.
''
FIGURE
1Q -115
.
1 a..5. 'rlrrell Wi0h
� , 1. t
_ ..._ . -... 1
f '""�'"" ,,.". Taolgd Cr ,� ECirt� �hiC;�J�4 .
�:
., Z. = a -
• , p ,. Con rote
_`.,:*-,� t* N• *r N.. ''M 'y'* "'."'�'_- IoCltx.9l i'i� ^.�{�on rote wxi� 1.' .'K,, �. _
Ijd 4` IWIrmjr?t
S' "'Alk ! 4 it with Drer sw )'s µficll .lime V__1 rr-.rr Tft ,- kr,flaz .
Of W fir I:,f i ram �7I 1 ?n rkxr�y W °MIch k'fcr 14 Grftt,o.
CONCRETE SIDEWALK
. Na:T 1'e scx
CrFY OF CARMEN. STANDARDS
I .
- SIDE`WNA DETAILS � A- sD - -
$T URE
. 1Q -14 .
.�
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AL
NOTES: FACES V.Ay BE 'B,ATIE,R D TO FACIUTATE SLiP FDR�lIPtC.
C.tJRE .ALL POEEA suRrAOES. .
ONiPEN SUBGRADE SETCRE PLACING CONCRE
.. ;kale: t�'ts. Y -Ir
CMS OF CARMEL STANDARDS
b.
COMBINED CDNMTE CURS & GUTTER MPE IT)' ADTS>»w� _. _
. nCURE.
.. �..r,. .�
A- i
1
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Bete 41! Curb Lino
r.
P LM VIEW
PGJ'3 :Pita FGfY i IdiFyrllR
1 � t Ia" r
; . ;r•r . .,
,, _
Y 'fir. `Vtfdph Co. c
aydEQkicrr 4c7a R"""°'"" In
3. THE SPACING OFT E
) H TRANSVERSE JOINTS
1��11, �___ .1 KLE
I,- conkrcctt-an J'a'r {t (r)P+ Section -'
4
� •
F V
a ian ` C -
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W w or 7 4t
w.�
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„. ,. - -= .
TYPE
CR"'t . OF CARMEN. STANDARDS
CfJRU CAMP F'OR W,NDICAPPED
REti'Cam
FIGURE
1Q -115
CITY OF CARAMEL STANDARD BACKFI 1 NOTES: I I
SIDEWALK NOTES-
STORM SEWERS
1.) SIDEWALK BUILT WITH DRIVEWAY SHALL BE
MINIMUM THICKNESS OF 6" OR THICKNESS OF
Bedding, Haunching, Initial Backfill
DRIVEWAY, WHICHEVER IS GREATER.
Bedding, haunching and initial backfill for all RCP installations shall be B- Borrow for Structure Backfill meeting the
material requirements of the INDOT. Bedding shall be placed in the trench bottom such that after the pipe is installed
2 2. ) TRANSVERSE JOINTS OIS
OI S
SHALL BE TOOLED OR SAWED NT
to grade and line, there remains a 4 -inch minimum depth of material below the pipe barrel and a minimum of
A DEPTH OF
THE WALK THICKNESS.
3- inches below the bell. For pipe sizes 66- inches and larger, the minimum depth of material below the pipe barrel
shall -
be 6 -inches. Bedding, haunching and initial backfill shall be compacted in 6 -inch maximum lifts to not less than
3. THE SPACING OFT E
) H TRANSVERSE JOINTS
95% Standard Proctor Density for the entire depth of the material placed. The backfill shall be brought up evenly on
both sides of the pipe for the full length of the pipe. Haunching shall extend to the springline of the The limit
SIDEWALK NOT TO EXCEED 1.25 TIMES THE WIDTH OF
T
THE SIDEWALK.
pipe. of
initial backfill shall be 6- inches above the springline. Minimum trench width shall be the outside diameter of the pipe
plus 18- inches.
Final Backfill
Final backfill for all RCP installations tinder and within 5 -feet of pavement shall be B- Borrow for Structure Backfill
meeting the material requirements of the INDOT and shall be compacted in 6 -inch maximum lifts to not less than 957
Standard Proctor Density for the entire depth of the material placed. The backfill for the top 6- inches of the
excavation below the start of the aggregate subbase of . the pavement shall be No. 53 Stone meeting the material
requirements of the INDOT and shall be compacted to not less than 95% Standard Proctor Density.
Final Backfill for all RCP installations greater than 5 -feet of pavement shall be clean fill material free of rocks larger
than 6- inches in diameter, frozen lumps of soil, wood or other extraneous materia ", compacted in 12 -inch maximum
. lifts to not less than 90% Standard Proctor Density for the , entire depth of the excavation.
WATER AND SEWER UNDER CITY STREETS
Bedding, Haunching, Initial Backfill
Bedding, haunching, initial backfill materials, placement and compaction for water mains, water service laterals, sanitary
mains and sanitary service laterals shall be in accordance with the standard practice of the utility that has jurisdiction
over the installation. .
Final Backfill I I - -
Final backfill for water mains, water service laterals, sanitary mains and sanitary service laterals under and within
5 -feet of pavement shall be B- Borrow for Structure Backfill meeting the material
requirements of the INDOT and shall
be compacted in 6 -inch maximum lifts to not less than 95% Standard Proctor Density for the entire depth of the
material placed. The backfill for the top 6- inches of the excavation below the -start of the aggregate subbase of the
pavement shall be No. 53 Stone meeting the material requirements of the INDOT be
and shall compacted to not less
than 95% Standard Proctor Density. If the standard practice of the utility that has jurisdiction over the installation has
a more stringent final backfill requirement, the more stringent requirement shall govern.
MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS
For installation of Storm Mains, Water Mains, Sanitary . Mains, Water Service Laterals, Sanitary Sewer Laterals under City
streets, regardless of the jurisdiction of the utility, the minimum cover from the top of the installed pavement to the
top of the installed pipe shall be the pavement section thickness (all bituminous and aggregate material above the
subgrade) plus 1' -0 . If the standard practice of the utility that has jurisdiction over the installation has a more
-�
stringent cover requirement, the more stringent requirement shall govern.
3 I 2 1
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36th :5t. 115mokey Rod Rd- t `
- - - _ EROSION CONTROL NOTES.
- a - - - - 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
THE CONTRACTOR AN OR OWNER HALL TAKE PREVENTATIVE ACTION IMMEDIATELY THE ENGINEER SHALL BE
• • • • • - - SEDIMENT FROM THE SITE S TAKING PLACE, E D/ .
ssume a
5 SIDEWAL I CONSULTED IN THE EVENT THIS HAPPENS.
16- # - 2 STONE
II TEMPORARY SEEDING IS TO BE APPLIED TO ANY GRADED AREA THAT WILL REMAIN UNALTERED IN EXCESS OF 20 DAYS.
824 r //
/\ / \r \i
`� I I I N\\ //�\ �j \ / / \ \ /% \ //\
i 1 I ° y% FILTER FABRIC
7 I I 4 I I 2 204 S.F. I PERMANENT SEEDING IS TO BE APPLIED IMMEDIATELY TO AREAS THAT HAVE ACHIEVED FINAL AND FINISHED GRADE. ���
�� I 2,059 { I SMOOTH FOUNDATION DFTBRIC
o I { 2,259 S. F. I S F I - - - j - 2 =:L - - - - - 'I I�� PRESERVE EXISTING VEGETATION ON THE SITE WHENEVER AND WHEREVER POSSIBLE TO PREVENT TOPSOIL EROSION.
l I / L - - - - e r- =�
I I I L - - - - - L e - - r' --I �/ PAT10 vi
x I -� r- -I PATIO { I [n ..) I y
PATIO �- _� I I > �-j ALL SEDIMENT CAPTURING MEASURES SHALL BE IMPLEMENTED PRIOR TO THE DISTURBANCE OF THE CONSTRUCTION AREA THEY ARE INTENDED TO SERVICE CONSTRUCTION ENTRANCE
I I I PA -I -�� I I �I
F7 II ) 2 I II ALL EROSION CONTROL MEASURES PROPOSED ARE TO BE PROPERLY MAINTAINED TO CONTINUE THEIR EFFECTIVENESS.
I I I I f �I I I I I I �°� II (NO SCALE)
TO BE A TEMPORARY ACCESS PATH
I { 11 I 8 2,556 S.F. I :I 2 711 S.F. { I�- 0 .i IF GRADING OCCURS DURING THE MONTHS OF DECEMBER, JANUARY OR FEBRUARY DORMANT SEEDING PROCEDURES SHALL BE USED.
I I I --� 5 6 S. F. I
{ 2,789 S.F. ' { � I J MAINTENANCE.
x 1 I , - - j _ II : L - - - - - - - 1. INSPECT ENTRANCE PAD AND SEDIMENT DISPOSAL AREA WEEKLY AND
I rir-1
PATIO
II I_
i 12\
I I I 2 772 S.F.
I
OPCAR -
x I�. RDEN
II .. =\:
I
I IN \ 13
I \ 55/S.F. I
177 I -
f PATIO
1 I
�I
\14
I �
I I 2, 2 S. F. 1
I
I I I L -
I I I PAnO
I1 I� J
L_ _j
_-
1
ll I
15
3,288 S.F.\
I L
II �
L_ __.J _
x II ► � -�
lI '
5 B.S.L. \
�II ,
�2 -1 AFTER EACH STORM EVENT OR HEAVY USE.
Pa - I II DURING DRY WEATHER, KEEP LAWNS WATERED WITH SPRINKLERS OR OTHER APPROVED METHODS. RESEED ANY AREAS NOT GERMINATING OR DAMAGED AT
- PAT10 - PAno II - 1 I INTERVALS AS MAY BE REQUIRED ACCORDING TO SEASONAL CONDITION AND /OR CONSTRUCTION ACTIVITY. WATER GRASS AND EXECUTE NECESSARY WEEDING 3. TOPDRESS WITH CLEAN STONE AS NEEDED.
�no 2. RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL.
UNTIL FULL STAND OF GRASS HAS BEEN OBTAINED. 4. IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO
/ 6 PUBLIC ROADS BY BRUSHING OR SWEEPING. FLUSHING SHOULD ONLY BE
9 ( (,�, + I I I USED IF THE WATER IS CONVEYED INTO A SEDIMENT TRAP OR BASIN.
15 a II 2,684 S. F. I a 5. REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY.
{\ 2,556 S.F. I I 2,556 S. F.
I (I I N I THE IMPLEMENTATION AND MAINTENANCE OF THE EROSION CONTROL IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND /OR OWNER.
L L - r
- -
�' -'- - I' '.� IT SHALL BE THE CONTRACTOR'S AND /OR OWNER'S RESPONSIBILITY TO MINIMIZE SEDIMENTATION (FROM ON -SITE CONSTRUCTION ACTIVITIES) FROM BEING
- - - - - - - _ ---- - - - - --
5 SIDEWALK - ..... WA K- .. U) I : I DEPOSITED ONTO ADJACENT PROPERTIES AND RECEIVING STREAMS /DITCHES IN STRICT COMPLIANCE WITH "RULE 5" (327 IAC 15 -5, CONSTRUCTION ACTIVITY
LAND DESCRIPTION
�' E I I ( STORM WATER RUNOFF CONTROL). IT SHALL ALSO BE THE CONTRACTOR'S AND /OR OWNER'S RESPONSIBILITY TO OBTAIN ANY APPROVALS REQUIRED FROM THE
2 1 1
LOCAL AUTHORITY AND TO SUBMIT A COMPLETE NOTICE OF INTENT LETTER TO THE OFFICE OF WATER MANAGEMENT, INDIANA DEPARTMENT OF ENVIRONMENTAL
ALLEY CHAIRBACK. VALLEY �1 I . :I Part of the Northeast Quarter of Section 25, Township 18 North, Range 3 East of the Second
GUTTER CURB J1 / GUTTER �_ MANAGEMENT PRIOR TO ANY CONSTRUCTION ACTIVITY.. Principal Meridian In Clay Tovinship of Hamilton County, Indiana.
S�EET IN P : FOR SEASONAL VARIATIONS - SEE SEASONAL SOIL PROTECTION CHART IN THESE PLANS. Commencing at the Northeast corner of the Northeast Quarter of said Section 25' thence South 88
. . . . . . .... ° J l
....... .'�, .
_ III
_ degrees 54 minutes 52 seconds West along the north line of said quarter section 413.00 feet; to
- -- ( , r I" .: the POINT OF BEGINNING of the following described real estate:
I { { I I MN. I 22 � Io � I� _ 9
{ 16 19 j I SECTION A CONSTRUCTION PLAN ELEMENTS
I 2 615 S. ( - II Al PLAN INDEX - THE INDEX IS AS FOLLOWS. thence South 00 degrees 07 minutes 46 seconds West
{ j { - : 2,556 S. . II N I g parallel with the east line of said quarter
III 2,556 S.F. i ° - N F STORMWATER P UTION PREVENTION PLAN TO BE SUBMITTED WITH FULL SIZE PLAN -of-way L - TT - II - 70PAno ;I A2 11 x17 PLAT (REDUCTION 0 POLLUTION ) section and along the northerly prolongation of the west right of way line of 1st Avenue NW and
PA�r ,rJ A3 PROJECT NARRATIVE - THIS IS A PROPOSED RESIDENTIAL SINGLE FAMILY DEVELOPMENT ON APPROXIMATELY 9.0 ACRES. THE CONSTRUCTION SHALL
L-1 _ - _ _ _ - II . along said right -of -way line a distance of 305.80 feet thence South 88 degrees 54 minutes 52
- - - - I r -' ='� II• I CONSIST OF CURB, ASPHALT DRIVE, ENCLOSED STORM SEWERS, AND SANITARY SEWERS AND DRY DETENTION PONDS. seconds West 364.70 feet to the southeast corner of Instrument 98 -40862 as found in the Office
w r I { N I II A4 VICINITY MAP - SEE BOTTOM RIGHT OF STORMWATER POLLUTION PREVENTION PLAN, SHEET C501
20 I I { 2 °° III A5 LEGAL DESCRIPTION - SEE UPPER OF STORMWATER POLLUTION PREVENTION PLAN, SHEET C501, LAT: N 39 °59'06" LONG: W86'07'51" of the Recorder of Hamilton County, Indiana, said point being on the east right -of -way line of the
( E 17 { `{ F -C:):., ST I - SEE STORMWATER POLLUTION PREVENTION PLAN SHEET C501. Monon Trail; thence North 01 degrees 20 minutes 01 seconds West along the east line of said
� I 2 556 S. F. 2 I 2 8 S I A6 LOCATION OF ALL LOTS AND PROPOSED SITE IMPROVEMENTS g 9
{ - I - 1 1 instrument and right-of-way line 131.95 feet to the southeast corner of Instrument 99- 09339•
L e 2,556 S.F. _ J L - La e p -r--Ano A7 HYDROLOGIC UNIT CODE (14 DIGIT) 05 2020 090030 g y ,
-fir A� - - I A8 NOTATION OF ANY STATE OR FEDERAL WATER QUALITY PERMITS - NOT APPLICABLE thence continuing North 01 degrees 44 minutes 35 seconds W along h i
I - PATIO L__ � ( - - - L_ �- � I g g ds est a o g t e east I ne of Instrument
L_ J- - - - - - - - II r : II I I '_ A9 SPECIFIC POINTS WHERE STORMWATER DISCHARGE LEAVES SITE - SEE STORMWATER POLLUTION PREVENTION PLAN, SHEET C501. 99 -09339 and right -of -way of the Monon Trail 173.78 feet to the northeast corner thereof, being
I III .I A10 LOCATION AND NAME OF WETLANDS, LAKES AND WATER COURSES ON AND ADJACENT TO SITE - FOLLETT &MORROW LEGAL REGULATED OPEN DRAINAGE on the north line of said quarter section; thence North 88 degrees 54 minutes 52 seconds East
I { 24 I DITCH AND COOL CREEK ARE LOCATED ON SITE.
i 18 I - - I 21 { II { �_ = All IDENTIFICATION OF ALL RECEIVING WATERS - CITY OF CARMEL STORM SEWERS TO DRY DETENTION PONDS, THEN TO THE FOLLETT &MORROW LEGAL along said north line 373.75 feet to the POINT OF BEGINNING.
I F 033 S.F. 3,036 S F.
I I : 3,Q-5. _- - I ` REGULATED OPEN DRAINAGE DITCH AND EVENTUALLY COOL CREEK - GRASSY BRANCH /LITTLE COOL CREEK DITCH
- -- L -'�T -T ' Pte' ' ���I Al2 IDENTIFICATION OF POTENTIAL DISCHARGE TO GROUND WATER - ONSITE DRY DETENTION PONDS. Containing 2.590 acres, more or less.
PA v° ... I PATIO - I �. G P a :. 9
�_ _j A13 100 YEAR FLOODPLAINS, FLOODWAYS, AND FLOODWAY FRINGES - SEE STORMWATER POLLUTION PREVENTION PLAN SHEET C501.
' _ I A14 PRE - CONSTRUCTION AND POST - CONSTRUCTION ESTIMATE OF PEAK DISCHARGE (10 YEAR) - 010 PRE, 010 POST
II �I1I... A15 ADJACENT LANDUSE INCLUDING UPSTREAM WATERSHED - RESIDENTIAL
- I= I I II I : j
\ �_82p_ ' 6' Wood Panel Privacy Fence J. Alb CONSTRUCTION LIMITS - SEE STORMWATER POLLUTION PREVENTION PLAN, SHEETS C501.
20 D. U S E A17 IDENTIFICATION OF EXISTING VEGETATIVE COVER -GRASS /TREES
II I 819 - - SEE LOWER LEFT CORNER OF STORMWATER POLLUTION PREVENTION PLAN SHEET C501.
_ - � I I A18 SOILS MAP W/ SOIL DESCRIPTIONS AND LIMITATIONS ,
11 X818 ° A19 LOCATIONS, SIZE & DIMENSIONS OF PROPOSED STORMWATER SYSTEMS - SEE STORMWATER POLLUTION PREVENTION PLAN SHEET C501.
III I 81 I A20 PLANS FOR OFF -SITE CONSTRUCTION ACTIVITIES - NOT APPLICABLE
I I
I III A21 LOCATIONS OF PROPOSED SOIL STOCKPILES AND /OR BORROW /DISPOSAL AREAS - SEE STORMWATER POLLUTION PREVENTION PLAN, SHEET C501.
J I 1 , 816
J � I...�II I A22 EXISTING SITE TOPOGRAPHY - SEE STORMWATER POLLUTION PREVENTION PLAN, C501.
I III I , 2 / I A23 PROPOSED FINAL TOPOGRAPHY - SEE STORMWATER POLLUTION PREVENTION PLAN, C501.
Dunkerley 1
II I 3 SS San. Mf
I /
/ TC:81BC SECTION B - STORMWATER POLLUTION PREVENTION PLAN - CONSTRUCTION PHASE
Bethenride San. MH INV :80 RIPTI N OF POTENTIAL POLLUTANT R - POTENTIAL POLLUTANTS FROM CONSTRUCTION ACTIVITY SUCH AS ASPHALT FROM PAVING; CONCRETE
I I / g TC. 81 DESC 0 UT SOURCES
Instr. 9131665
IN V. \ \� FROM CURBING, SIDEWALKS, OIL, GREASE, ANTIFREEZE, GASOLINE AND DIESEL FUEL FROM CONSTRUCTION EQUIPMENT; SOIL EROSION; FERTILIZER AND
I PESTICIDES FROM LANDSCAPING AND TRASH SHOULD BE PROPERLY ATTENDED TO TO REDUCE THE CONTAMINANTS FROM ENTERING THE STORM SYSTEM. TRASH
P.C. 1 slide 201 _ _ _ SHOULD BE CLEANED UP TO REDUCE CLOGGING OF STORM SYSTEMS AND REDUCE POTENTIAL BACTERIA AND/OR OTHER BIOLOGICAL AGENTS FROM ENTERING IN
' 8" PVC ?
THE STORM SYSTEM.
\ ( B2 SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE I1APLEMENTAT11ON RELATIVE TO LAND DISTURBING ACTIVffIES -
°° ( 1. BEFORE CONSTRUCTION, EVALUATE, MARK, AND PROTECT IMPORTANT TREES AND ASSOCIATED ROOT ZONES.
Morgan
p� \\ 2. CONSTRUCTION ENTRANCE - STRIP TOPSOIL AND PLACE STONE AT ACCESS POINT ALONG 1ST AVENUE N.W. ENTRANCE.
GRAYCE COURT - 3. INSTALL PERIMETER BMP'S SUCH AS SILT FENCING. SCALE: 1 ' = 40"
I � 1 u S r
L� Old Gra ce n 4. EARTHWORK - STRIP TOPSOIL, BEGIN ROUGH GRADING. FINISH GRAVE AND SEED BASINS, SLOPES, SIAALES AND MOUNDS. TEMPORARY SEED ALL DISTURBED AREAS.
lat
P er amemded P " 5. SANITARY SEWER - INSTALL SANITARY SEWER LATERALS AND APPURTNANCES-
\\ L7 6. STORM SEWER - INSTALL STORM SEWERS SYSTEM AND INLET PROTECTION AS STORM INLETS ARE COMPLETED.
/ \\ 7. UTILITIES - COORDINATE INSTALLATION OF WATER, GA'S, TELEPHONE, ELECTRIC AND OTHER REQUIRED UTILITY LINES. 0 20 40 80
S. CLEANUP - CONTRACTOR SHALL SPOIL ALL EXCESS MATERIALS, REGRADE AND STABILIZE ALL AREAS DISTURBED BY UTILITY INSTALLATIONS AND RESEED.
9. FINISH GRADING AND PERMANENT EROSION CONTROL - FINISH GRADE .,!'ND PEMANENTLY SEED ALL PROPERTY PERIMETER AREAS.
I
I \ ( \\ 10. PAVEMENT - INSTALL STONE, BASE COURSES AND FINISHED GRADES FOR ROADWAYS, CURBS AND ENTRY DRIVES.
I.... ...I \ _ 11. TEMPORARY SEED ALL DISTURBED AREAS.
12. FINAL LANDSCAPING - FINAL GRADE AND INSTALL LANDSCAPING.
\ 13. FINAL SEEDING - COMPLETE FINAL SEEDING.
14. MAINTENANCE - MAINTAIN ALL EROSION AND SEDIMENT CONTROL PRACTICES UNTIL ALL DISTURBED AREAS ARE PERMANENTLY STABLIZED.
B3 CONSTRUCTION ENTRANCE - SEE EROSION CONTROL PLAN AND SEE DETAIL IN LOWER LEFT CORNER OF PLAN
(� B4 SEDIMENT CONTROL PLAN FOR SHEET FLOW AREAS - SEE EROSION CONTROL PLAN
8 B5 SEDIMENT CONTROL PLAN FOR CONCENTRATED FLOW AREAS - Erosion Control Blankets w/ Straw bales every 100' have been shown on the plans.
1 1 \ \ B6 STORM SEWER INLET PROTECTION MEASURE LOCATIONS AND SPECS SEE EROSION CONTROL PLAN LEGEND
1 B7 RUNOFF CONTROL MEASURES - SILT FENCE AND BLANKET - SEE PLAN LOCATION
88 STORM WATER OUTLET PROTECTION SPECS - RIP RAP 10 BE PLACED AT OUTLET LOCATION TO REDUCE VELOCITY AND EROSION.
B9 GRADE STABILIZATION STRUCTURE LOCATIONS AND SPECS - SEE EROSION CONTROL PLAN -SILT FENCE Box
I I 0 5 �I B10 STORMWATER QUALITY CONSTRUCTION DETAILS - SEE EROSION CONTROL PLAN p - GRAVELBAG CURB INLET PROTECT;ON
I ( �' o B11 TEMPORARY SURFACE STABILIZATION METHOD FOR EACH SEASON - SEE SEASONAL SOIL PROTECTION CHART
I � M B12 PERMANENT SURFACE STABILIZATIONS - SEE SEASONAL SOIL PROTECTION CHART - RIP -RAP
Clawson , B13 MATERIAL HANDLING AND SPILL PREVENTION PLAN -
I I I O
POTENTIAL POLLUTANTS FROM CONSTRUCTION ACTIVITY SUCH AS ASPHALT FROM PAVING; CONCRETE FROM CURBING SIDEWALKS. A CONCRETE WASHOUT AREA
,
m
�I I O HAS BEEN DESIGNATED OIL, GREASE, ANSOILEEROSIONSOFERTILIZER DIESEL
PESTICIDES FROM FROMN LANDSCAPING AND AND TRASHI SHOULD E PROPERLY FROM f ON ED TO To THESE, TEMPORARY GE CHART
1 ` N IMMEDIATE CLEANUP SHOULD C ,
I REDUCE THE CONTAMINANTS FROM ENTERING THE STORM SYSTEM. TRASH SHOULD BE CLEANED UP TO REDUCE CLOGGING OF STORM SYSTEMS AND REDUCE
I 9 POTENTIAL BACTERIA AND /OR OTHER BIOLOGICAL AGENTS FROM ENTERING IN THE STORM SYSTEM. '� - PERMANENT SEEDING
„ ❑ USE PLANTING CHART
N 89 12 36 E SHALL MEET THE REQUIREMENTS OF IAC 2 -6.1. FOLLOW MATERIAL SAFETY DATA SHEET (MSDS) GUIDELINES FOR CONTAMINANTS PRESENT ON SITE. EX. FIRE
/ 2 18.48' DEPARTMENT: (317) 896-5236, POLICE DEPARTMENT: (317) 896 -5236 - EROSION CONTROL BLANKET
�/. GUIDELINES FOR EACH STORMWATER QUALITY MEASURE - SEE STORMWATER QUALITY CONSTRUCTION DETAILS USE STAPLE PATTERN
B14 MONITORING AND MAINTENANCE Q
B15 EROSION & SEDIMENT CONTROL SPECS - N/A N.A.G. S75 IN SWALE
III \ S150 ON LAKE SLOPES
11 o
I - CONSTRUCTION ENTRANCE
SECTION C - STORMWATER POLLUTION PREVENTION PLAN - POST - CONSTRUCTION PHASE ® (12" OF #2 STONE ON FILTER FABRIC)
Cl DESCRIPTION OF POLLUTANTS AND THEIR SOURCES ASSOCIATED WITH THE PROPOSED LAND USE - POTENTIAL POLLUTANTS FROM POST- CONSTRUCTION STRAW BALE DAM (SEE DETAIL)
I ACTIVITY SUCH AS SANDS AND SALTS FROM SNOW REMOVAL; OIL, GREASE, ANTIFREEZE, ETC. FROM VEHICLES INCLUDING HEAVY METAL FROM BRAKE PAD WEAR 0
I I Moon SHOULD BE PROPERLY ATTENDED TO TO REDUCE THE CONTAMINANTS FROM ENTERING THE STORM SYSTEM. TRASH SHOULD BE CLEANED UP TO REDUCE
I7 CLOGGING OF STORM SYSTEMS AND REDUCE POTENTIAL BACTERIA AND /OR OTHER BIOLOGICAL AGENTS FROM ENTERING IN THE STORM SYSTEM. EXCESS SF - SILT FENCE
FERTILIZERES AND HERBICIDES SHOULD BE AVOIDED. CLEAN UP IMMEDIATELY IF ANY IS SPILLED.
I f C2 SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION GRASS FILTER STRIPS ARE TO BE INSTALLED AT THE TIME OF FINAL GRADE ON - SWALE
RIP -RAP TO BE INSTALLED AT TIME OF SWALE CONSTRUCTION.
I THE BMP GRASS SWALE LOCATED ON THE NORTH SIDE OF THE PROJECT
C3 DESCRIPTION OF PROPOSED POST- CONSTRUCTION STORMWATER QUALITY MEASURES -
I I I 10 GRASS SWALES PERMANENT AND TEMPORARY
DRY DETENTION BASINS W/ RIPRAP INSTALLED AT OUTLET LOCATIONS.
I I I I ( I OUTLET CONTROL STRUCTURE INSTALLED TO REDUCE FLOW TO 010.
II
C4 LOCATION, DIMENSIONS, SPECIFICATIONS, AND CONSTRUCTION DETAILS OF EACH STORM WATER QUALITY MEASURE - SEE EROSION CONTROL SHEET C501
l & C503 FOR LOCATION, DIMENSIONS, SPECIFICATIONS AND CONSTRUCTION DETAILS FOR WATER QUALITY MEASURES.
\ I C5 DESCRIPTION OF MAINTENANCE GUIDELINES FOR POST CONSTRUCTION STORMWATER QUALITY MEASURES - SEE ATTACHED OPERATIONS AND MAINTAINENCE
MANUAL.
I BROOKSTON SILTY CLAY LOAM -
Storm MH
O
I I LOAM-
Storm 1. THIS SOIL IS DARK GREYISH BROWN, SILTY IN TEXTURE. IT IS DEEP AND VERY POORLY DRAINED
I
\ Inv:80 65 WITH MODERATE PERMEABILITY. IT HAS HIGH AVAILABLE WATER FOR PLANT GROWTH AND HIGH ORGANIC
I I MATTER CONTENT. IT HAS COMPACT TILL STARTING AT A DEPTH OF 40 TO 60 INCHES. THE MAIN SOIL
1�2
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II I Garage G� Gravel Drive San. MH
\\ I� TC• 822 69
FEATURES THAT AFFECT THE URBAN DEVELOPMENT USES ARE SEASONAL HIGH WATER TABLE, HIGH
POTENTIAL FROST ACTION, MODERATE SHRINK -SWELL POTENTIAL, MODERATE PERMEABILITY AND PONDED
SURFACE WATER.
2. BECAUSE OF THESE ENGINEERING LIMITATIONS THIS SITE WILL BE CONSTRUCTED AS FOLLOWS.
OLDFIELDS, BEING A MULTI FAMILY DEVELOPMENT WITHIN THE JURISDICTION OF THE CITY OF CARMEL
AND HAMILTON COUNTY WILL HAVE TO ABIDE BY THE APPLICABLE ORDINANCE. SPECIAL CONSIDERATIONS
WILL HAVE TO BE IMPLEMENTED TO REDUCE FAILURE OF CONSTRUCTION. ALL BUILDINGS WILL BE OF
LARGE SLAB TYPE CONSTRUCTION, BASEMENTS SHOULD BE AVOIDED. IN CASES WHERE A HIGH WATER
TABLE IS PRESENT SPECIAL FOOTINGS SHALL BE CONSTRUCTED. ALL ROADS WILL HAVE ADEQUATE
SUB -BASE, THE BASE MATERIAL WILL BE REPLACED OR STRENGTHENED WITH SUITABLE MATERIAL. ALL
SANITARY SEWERS SHALL BE PUBLIC AND THEREFORE NO SEPTIC SYSTEMS SHALL BE ALLOWED.
CROSBY SILT LOAM, 0 -3 PERCENT SLOPES-
1. THIS SOIL IS DARK GRAYISH BROWN SILT LOAM ABOUT 8" THICK, SILTY IN TEXTURE AND ON
LOCATED ON SLIGHT RISES ON BROAD, UNDULATING TILL PLAINS. 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 FEATURE THAT AFFECT URBAN DEVELOPMENT USES ARE SEASONAL HIGH
WATER TABLE, MODERATE SHRINK SWELL POTENTIAL, HIGH POTENTIAL FROST ACTION AND SLOW
PERMEABILITY.
2. BECAUSE OF THESE ENGINEERING LIMITATIONS THIS SITE WILL BE CONSTRUCTED AS FOLLOWS.
X 11 Inv: unable OLDFIELDS, BEING A MULTI FAMILY DEVELOPMENT WITHIN THE JURISDICTION OF THE CITY OF CARMEL
l 1\ \ g II to open AND HAMILTON COUNTY WILL HAVE TO ABIDE BY THE APPLICABLE ORDINANCE. SPECIAL CONSIDERATIONS
„„
x I \ 9� I WILL HAVE TO BE IMPLEMENTED TO REDUCE FAILURE OF CONSTRUCTION. ALL BUILDIriGS WILL BE OF
I \� \ II
\ I 1 \ -NOTE- LARGE SLAB TYPE CONSTRUCTION. IN CASES WHERE A HIGH WATER TABLE IS PRESENT SPECIAL
\ \ \ I II NOTE FOOTINGS SHALL BE CONSTRUCTED. ALL ROADS WILL HAVE ADEQUATE SUB -BASE, THE BASE MATERIAL
RY
I \ \ \ WILL BE REPLACED OR STRENGTHENED WITH SUITABLE MATERIAL. ALL SANITARY SEWERS SHALL BE
D ET TI O N Ogncrbte Land(ou h X O E II I THIS P! JAN INDICATES EROSION CONTROL MEASURES PUBLIC AND THEREFORE NO SEPTIC SYSTEMS SHALL BE ALLOWED.
\\ \ g I R MIAMI SILT LOAM, 2 TO 6 PERCENT SLOPES, ERODED
REQUIRED AFTER SOIL STRIPPING AND PAD BUILDING
82S I \ 1. THE MAIN SOIL FEATURES THAT ADVERSELY AFFECT ENGINEERING USES OF THIS SOIL ARE MODERATE
HAS TAKEN PLACE COORDINATE WITH DEVELOPER FOR
POTENTIAL FROST ACTION, MODERATELY SLOW PERMEABILITY, MODERATE SHRINK -SWELL POTENTIAL, AND
\ \ \ \ ( Framed House - - �- ( MEASURES REQUIRED UNTIL P R 0 P ERTY TURNED OVER LOW STRENGTH. EROSION IS A HAZARD DURING CONSTRUCTION. THIS SOIL IS SUITABLE FOR BUILDING
\ \ I - - - I C N SITES, BUT SLOPE, CLAYEY TEXTURE, SHRINKING AND SWELLING, AND LOW STRENGTH ARE MODERATE
LL
\ \ \\ w LIMITATIONS THAT NEED TO BE OVERCOME. LOW STRENGTH IS A SEVERE LIMITATION TO THE USE OF
FOR DEVELOPMENT. COORDINATE WITH SOIL
INV. THIS SOIL FOR LOCAL ROADS AND STREETS. THE BASE MATERIAL FOR ROADS AND STREETS NEEDS TO
a 811.0 \ \ \ \ ✓ W - - CONSERVATION DISTRICT REPRESENTATIVE FOR ANY BE STRENGTHENED WITH SUITABLE MATERIAL.
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OTHER MEASURES REQUIRED DUE TO SITE CONDITIONS.
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- WARNING-
THIS PLAN TO BE USED FOR
EROSION CONTROL PURPOSES ONLY.
ADDITIONAL EROSION CONTROL
MEASURES MAY BE REQUIRED IN
THE FIELD BY THE INSPECTOR.
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Sh SHOALS SILT LOAM PROJECT LOCATION W06-0569
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Sh SHOALS SILT LOAM PROJECT LOCATION W06-0569
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SECTION 1 EMERGENCY RESPONSE NUMBERS
EMERGENCY RESPONSE TO ANY LIFE THREATENING PROBLEM 911
CARMEL FIRE DEPARTMENT 911
CARMEL POLICE DEPARTMENT 911
INDIANA DEPARTMENT OF NATURAL RESOURCES 812 - 477 -8773
INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT 317 - 233 -7745
CARMEL COUNTY SOIL AND WATER 317 - 773 -1406
SECTION 2 - MATERIAL HANDLING AND SPILL PREVENTION PLAN
SECTION 2
Material Handling and Spill Prevention Plan:
In order to minimize the release of potential pollutants during construction the Contractors shall implement this material handling and spill prevention
plan. The Contractor shall review this plan with all subcontractors and require that they implement the plan as well.
1. Construction Equipment
a. Fueling, lubrication and fluids: All operations involving the addition of fluids to equipment should be done in one location, as designated by the
general contractor, or developer /owner, so that spills are limited to one location on the site, which will facilitate the cleanup of spills. If an
onsite- fueling tank is planned to be on site, it shall be double walled and stored in this designed area. This location is an area that will not allow
spilled fluids to migrate into subsurface soils. In the event of a spill, the fluid shall immediately be cleaned up by removing the contaminated soil
or stone, which shall be disposed of in an acceptable manner. Spills on hard surfaces shall be soaked up by an acceptable material such as Oil
Dry and the absorbent material disposed of in a proper manner. The spill shall also be reported immediately to the Contractor's Superintendent.
b. Equipment repair, especially when fluids must be removed from the equipment or the possibility of fluid spills is high, should always be done
offsite at a facility that is more suitable than a construction site to handle spills. When equipment must be repaired onsite it should be moved to
the maintenance and fueling area if possible. Otherwise, suitable on site containers should be placed under the equipment during repair to catch any
spilled fluids and these fluids should be disposed of in a proper manner.
c. All reusable fluid containers, such as gasoline cans, shall be inspected for leaks each time they are used. If leaks are found, the fluid shall be
removed from the container in a proper manner and the container disposed of in an acceptable manner. Empty disposable container, such as
grease tubes and lubricating oil and brake fluid containers, and their packaging, shall be disposed of in a proper manner and shall not be left on
the ground or in the open on the construction site.
2. Construction Materials and their Packaging
a. Erosion control measure shown on the subject project shall be implemented prior to and during construction in the proper sequencing to
minimize soil erosion. Erosion controls shall be inspected and maintained as described elsewhere on the plans. Excessive dusting of soil on the site
shall be minimized by reducing construction traffic across bare soil during dry and /or windy weather, and by applying water or other acceptable dust
control measures to the soil. Upon completion of construction and suitable establishment of permanent vegetation, temporary erosion control
measures such as silt fence, check dams and inlet protection devices shall be removed in a manner to minimize additional land disturbance. Any
areas disturbed by these operations shall be properly revegatated.
b. Large waste materials created by cutting, sawing, drilling, or other operations shall be properly disposed of in suitable waste containers. The
site shall be checked at the end of the day, as a minimum, and all waste materials, including those blown across or off +he site by wind shall be
picked up and disposed of in suitable containers. Where possible, operations such as sawing that create small particles should be performed in one
spot in an area protected from wind, and waste particles collected and disposed of frequently to minimize wind dispersal.
Packaging used to transport materials to the site for construction of the facility shall be disposed of properly, weather the material is taken out of
its package and
incorporated into the project immediately or stored onsite for future use. Packaged
materials stored onsite shall be inspected regularly and any loose packaging shall be repaired or disposed of properly.
c. All dewatering of activities shall be done in accordance to good erosion control practices. These practices should include the use of dirt bags
such as Dandy Dirt Bags. The use of these types of dewatering devices will remove large quantities of silt, sediment, and dirt and prevent these
materials to enter the storm sewer system.
d. If the use of lime is used to stabilize the soil of the site then all construction equipment used shall be cleaned of all excess material with
water in the maintenance and refueling area as shown within these plans.
e. Nutrients and fertilizers shall only be used to establish rapid vegetation. When these products are utilized, the user should pay strict attention
to the products recommended usage.
3. Concrete Waste Water
a. All concrete wastewater shall be disposed of in the designed area as directed by the general contractor or developer /owner. This area is to be
a 3' deep, 10' square pit as detailed on the Erosion Control Plan. This area shall be inspected on a daily basis at a minimum. When this area
becomes full, the pollutants shall be excavated, placed in an acceptable container and disposed of in proper manner.
4. Paint Products
a. All excess paint and their related products shall be disposed of in the manner at which the manufacturer suggests. Under NO circumstances
will paint or their related products be cleaned or disposed of in soil, sanitary sewers, storm sewers or detention basins. Any violation of this shall
be reported to the job superintendent.
In the event of accidentally contamination all efforts should be made to remove contaminants in an appropriate manner. The Carmel Fire Department
should be contacted immediately to determine if further measures are needed.
PERMANENT SEEDING SPECIFICATIONS:
1) ALL DISTURBED LAWN AREAS SHALL RECEIVE PERMANENT SEEDING IMMEDIATELY.
2) ALL DISTURBED LAWN AREA TO HAVE A MINIMUM OF 6 INCHES OF TOPSOIL (COMPACTED THICKNESS).
3) TOPSOIL TO BE FERTILE, FRIABLE, SANDY LOAM
REASONABLY FREE OF SUBSOIL, CLAY LUMPS, STONES LARGER THAN 1h", EXCESSIVE QUANTITIES OF SMALL STONE /GRAVEL, BRUSH AND OTHER LITER.
4) SOLVE ANY SURFACE OR SUBSURFACE DRAINAGE PROBLEMS AND CONSTRUCT PERMANENT EROSION CONTROL STRUCTURES.
5) PERFORM THE MAJOR FILLING, SHAPING AND SMOOTHING OF GULLIES OR ERODED AREAS.
6) HAVE TOPSOIL TESTED TO CHECK PH AND NUTRIENT LEVELS. PROVIDE FERTILIZER AND SOIL AMENDMENTS AS REQUIRED TO MEET /EXCEED MINIMUM
REQUIREMENTS AS SUGGESTED ON SOILS TEST RESULTS FOR LAWNS.
7) WORK FERTILIZER AND SOIL NUTRIENTS INTO TOP 2 -3 INCHES OF THE TOPSOIL WITH A SMALL DISK, HARROW OR RAKE OPERATED ACROSS THE
SLOPE AS MUCH AS POSSIBLE.
8) ROLL THE TOPSOIL WITH A WATER BALLAST ROLLER WEIGHING 100 TO 300 POUNDS DEPENDING ON SOIL TYPE. ROLL WITH TOPSOIL IN A SEMI -DRY
CONDITION IN TWO OPPOSITE DIRECTIONS (RIGHT ANGLES).
9) RAKE OR SCARIFY AND CUT OR FILL IRREGULARITIES THAT DEVELOP AS REQUIRED AND AGAIN ROLL UNTIL AREA IS TRUE AND UNIFORM, FREE FROM
LUMPS, DEPRESSIONS AND IRREGULARITIES.
10) SOW SEED WITH ADEQUATE EQUIPMENT AT A TIME WHEN LITTLE OR NO WIND IS BLOWING. BROADCAST HALF OF SEED IN ONE DIRECTION AND THE
OTHER HALF IN THE OPPOSITE DIRECTION (RIGHT ANGLES).
1 1) COVER SEED TO A DEPTH OF %" BY RAKING OR HARROWING. PROVIDE A LIGHT LAYER OF STRAW OR HAY MULCH AT A RATE OF 1 TO 1 1/ TONS
PER ACRE. APPLY TACKIFIER TO STABILIZE MULCH.
12) HYDROSEEDING IS ACCEPTABLE METHOD OF SEEDING.
13) KEEP TOPSOIL RELATIVELY MOIST UNTIL LAWN IS ESTABLISHED.
14) RESEED AREAS THAT DO NOT SHOW PROMPT GERMINATION AT 14 DAY INTERVALS UNTIL AN ACCEPTABLE STAND OF GRASS IS ASSURED.
15) ALL LAWNS SHALL BE GUARANTEED TO HAVE A FULL UNIFORM STAND OF ACCEPTABLE GRASS AT END OF ONE YEAR GUARANTEE PERIOD WITH NO
BARE SPOTS COMPRISING MORE THAN 2% OF ANY LAWN AREA. ANY AREA SO NOTED WILL BE REWORKED UNTIL AN ACCEPTABLE STAND OF GRASS IS
ESTABLISHED.
16) ALL LAWNS TO BE MAINTAINED UNTIL FINAL INSPECTION BY LANDSCAPE DESIGNER BUT NOT LESS THAN 60 DAYS FROM TIME OF INSTALLATION.
MAINTENANCE TO INCLUDE WATERING, WEEDING, CULTIVATION, MULCHING, MOWING AND ALL OTHER NECESSARY OPERATIONS REQUIRED FOR PROPER
ESTABLISHMENT OF LAWN.
0
7
I
6
312 IAC 16 -5 -23 Spill reporting
�
Authority: IC 14 -37 -3
z
POSTS WITH 2" LATH
Affected: IC 14 -37
N
Section 23
4 "X4" TRENCH TO -\
(a) An owner or operator shall report all spills of oil or saltwater as
required by
Table No. 1 below:
BE BACKFILLED
B
TAB LE 1
C
SPILL REPORTING REQUIREMENTS
A
DOWN -
IN Dept. of
IN Dept. of
Size and Location of the Spill
Natural Resources
SLOPE
Management
VIII ^
=1IEJ'
More than 2000 gallons of oil or salt-
Not more than 48 hrs
water that is contained in a secondary
after discovery of spill
B
containment structure approved by the
Dept. of Natural Resources
I:II�
More than 1000 gallons of oil or salt-
Not more
water that is not contained in a secondary
than 2 hours
containment structure approved by the
after discovery
Dept. of Natural Resources
of spill
Less than 1000 gallons but more than 42
Not more than 48 hours
gallons of oil or saltwater that is not
after the spill
contained in a secondary containment
structure approved by the Dept. of
Natural Resources but is contained within
the boundary of the facility.
More than 55 gallons of oil that is not
Not more
contained within the boundary of the
than 2 hours
facility.
after
discovery of
spill
Less than 55 gallons of oil or salt- Not more than 48 hours
water that is not contained within after the discovery of
the boundary of a facility the spill
Any spill of oil or saltwater that Not more
enters waters of the State. than 2 hours
after
discovery of
spill.
Any spill of oil or saltwater: Not more
than 2 hours
(1) that has not been cleaned up after
discovery of
spill.
in accordance with section 24
of this rule; or
(2) for which cleanup has not been
started in accordance with
Section 24 of this rule.
Any spill of less than 42 gallons of No report required.
oil or saltwater that does not enter
waters of the State.
(b) Spills required by Table 1 to be reported to the Indiana Department of Natural
Resources must be reported to the Evansville Field Office by telephone at
(812)- 477 -8773, or by facsimile at (812)- 477 -8952.
(c) Spills required by Table 1 to be reported to the Indiana Department of
Environmental Management must be reported to the Office of Environmental Response at
(317)- 233 -7745 or (888)- 233 -7745 (toll free in Indiana).
(d) Each report of a spill must include all of the following information.
1. The name, address, and telephone number of the person making the report.
2. The name, address, and telephone number of a contact person, if different
than the person making the report.
3. The location of the spill, including lease name, township, range and section.
4. The time of the spill.
5. The identification of the substance spilled.
6. The approximate quantity of the substance that has been spilled or may be
spilled.
7. The duration of the spill.
8. The source of the spill.
9. The name and location of waters damaged.
10. The identity of any response organization responding to the spill.
11. What measures have been or will be undertaken to perform a spill response.
12. Any other information that may be significant to the response action.
(Natural Resources Commission; 312 1AC 15 -5 -23; filed Sept. 11, 2000, 15:.31 PM: 24:
lR 279)
312 IAC 16 -5 -24 Spill Cleanup
Authority: IC 14 -37 -3
Affected: IC 14 -37
Section 24
(a) An owner or operator shall clean up soils of oil, fluids contaminated with oil, or
saltwater as required by this section.
(b) Oil or fluid contaminated with oil that is confined within a secondary containment
structure or collected as required by Section 22 of this rule must be:
1. remove within seventy -two (72) hours;
2. placed in a non - leaking storage tank; and
3. managed or disposed of in accordance with Section 27(a) of this rule.
(c) Saltwater that is confined within a secondary containment structure or collected
as required by Section 22 of this rule must be:
1. removed within seventy -two (72) hours;
2. placed in a non - leaking storage tank; and
3. disposed of in accordance with Section 27(b) of this rule.
(d) Fluid placed in a non - leaking storage tank under subsection (b) or subsection (c)
must be disposed of in accordance with Section 27 or this rule with in thirty (30) days
after discovery of the spill unless additional time is approved by the division.
(e) Soils contaminated with more than one (1) gallon of oil must be cleaned up as
follows:
1. Soils that meet the conditions for remediation in Section 25(c) of this rule
may be:
a. remediate at the facility as required by Section 25 of this rule
b. applied to lease roads in accordance with Section 27(0)(1) of this rule; or
c. excavated and disposed of as required by Section 27(d) of this rule.
2. Soils that do not meet the conditions for remediation in Section 25(c) of this
rule must be excavated and disposed of as required by Section 27(e) of this rule.
(f) Soils contaminated with saltwater must be cleaned up as required by Section 26
of this rule.
(g) Soils contaminated with oil that will be remediate under Section 25 of this rule
must be managed to prevent discharge of oil to unaffected soil or waters of the State.
(Noturol Resources Commission; 312 1AC 16 -5 -24; filed Sept. 11, 2.000, 5:31 PM: 24
lR 280)
7 I 6
5
4
EROSION CONTROL SEEDING LIMITS EROSION CONTROL SEEDING LIMITS
VARIABLE VARIABLE
VARIABLE VARIABLE
GRADE AS SHOWN
3.
1 SLOPE ON PLANS I-
I
DRAINAGE SWALE SECTION
(NO SCALE)
16" - #2 STONE
FILTER FABRIC
SMOOTH FOUNDATION
UNDER FILTER FABRIC
CONSTRUCTION ENTRANCE
TO BE A TEMPORARY ACCESS PATH (NO SCALE)
MAINTENANCE:
1. INSPECT ENTRANCE PAD AND SEDIMENT DISPOSAL AREA WEEKLY AND
AFTER EACH STORM EVENT OR HEAVY USE.
2. RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL.
3. TOPDRESS WITH CLEAN STONE AS NEEDED.
4. IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO
PUBLIC ROADS BY BRUSHING OR SWEEPING. FLUSHING SHOULD ONLY BE
USED IF THE WATER IS CONVEYED INTO A SEDIMENT TRAP OR BASIN.
5. REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY.
3
NIF' -NAN UN
FILTER FABRIC
10'
RIP -RAP ON
FILTER FABRIC T12" (MIN)
SIDE
OUTLET EROSION CONTROL
(NO SCALE)
_""I
�S 1
RUNOFF
, 5 't RUNOFF
RUNOFF
GRAVELBAG CURB INLET PROTECTION
(FOR INLETS THAT ARE IN LOW POINTS) (NO SCALE)
MAINTENANCE:
1. INSPECT WEEKLY AND AFTER EACH STORM EVENT.
2. GRAVEL BAGS ARE HALF FULL WITH ROCK LARGER THAN THE INLET
GRATE AND PACKED CLOSE TOGETHER TO ELIMINATE GAPS.
3. IF BAG DETERIORATES OR IS DAMAGED, REBAG OLD BAG WITH
CONTENTS INTO A NEW BAG.
4. REMOVE SEDIMENT WHEN HEIGHT REACHES THE TOP OF THE BAG.
5. AFTER DRAINAGE AREA IS STABILIZED, REMOVE BAG AND SEDIMENT,
BRINGING DISTURBED AREA TO GRADE AND STABILIZE IT.
12" FILTREXX
FILTER SOCK
(www.nLTREXX.COM)
BERM
STAKE (TYP.)
10'
MIN. SECTION LINE
r10 MIL. PLASTIC
LINING TO EXTEND
TO FILTREXX FILTER
LATH & FLAGGING PLAN SOCK
ON ALL SIDES
10 MIL. PLASTIC STAKE (TYP.)
LINING, 12" FILTREXX
_1L FILTER SOCK
3 SECTION
NOTES: BERM
1. WASHOUT LOCATION SHOWN ON EROSION CONTROL
PLAN.
2. DRY CONCRETE TO BE REMOVED FROM SITE
PERIODICALLY AND DISPOSED OF BY APPROVED
METHODS.
3. THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED
WITHIN 30FT. OF THE TEMP. CONCRETE WASHOUT
FACILITY. CONCRETE WASHOUT
TYPE "BELOW GRADE" NOT TO SCALE
3/8" TREATED PLYWOOD 48 "x24"
PAINTED WHITE
BLACK LETTER 6" HEIGHT
0.5" LAG
SCREWS
POST 3 "x3 "x8'
3' I I Y
'ul
CONCRETE WASHOUT SIGN
NOT TO SCALE
C/L SCALE
1/3 1 1/3 11/3 ; STRAW BALES BURIED 3'
'�--3' - #4 REBAR STAKE
MAINTENANCE:
1. INSPECT STRAW BALE DAMS WEEKLY AND AFTER EACH STORM EVENT.
2. REMOVE ANY SEDIMENT DEPOSITS PROMPTLY TAKING CARE NOT TO
UNDERMINE ENTRENCHED BALES,
3. INSPECT WEEKLY FOR DETERIORATION OR DAMAGE BY CONSTRUCTI ❑N
ACTIVITIES AND REPAIR IMMEDIATELY.
4. AFTER DRAINAGE AREA HAS BEEN STABILIZED, REMOVE BALES AND
SEDIMENT, BRING DISTURBED AREA TO GRADE AND STABILIZE IT.
STRAW BALE PLACEMENT #1
FOR EROSION CONTROL
(NO SCALE)
S I 4 I 3
2
POST 2 "X2" WOOD
OR 1.33 LBS /FOOT
STEEL 5' MAX. SPACING
NONWOVEN FILTER
C
z
FABRIC - SECURE To--,,,,,
�
z
POSTS WITH 2" LATH
C
N
4 "X4" TRENCH TO -\
C
BE BACKFILLED
B
C
AND COMPACTED
A
DOWN -
UPSLOPE
SLOPE
VIII ^
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' =jla�l - 1I�II
�I�II
B
-IIH
I:II�
MAINTENANCE:
1. INSPECT WEEKLY AND AFTER EACH STORM EVENT.
2. IF FABRIC IS TORN OR DETERIORATED, REPLACE SECTION IMMEDIATELY.
3. REMOVE SEDIMENT WHEN HEIGHT REACHES 1/3 OF THE HEIGHT OF
THE FENCE OR IS CAUSING FABRIC TO BULGE.
4. TAKE CARE NOT TO UNDERMINE THE ENTRENCHED FABRIC.
5. AFTER DRAINAGE AREA IS STABILIZED, REMOVE FENCE AND SEDIMENT,
BRING DISTURBED AREA TO GRADE AND STABILIZE IT.
SILT FENCE SECTION
(NO SCALE)
CONTRACTORS NOTE:
EVALUATE MATERIAL VS. PROVIDING
NEW AS SHOWN ON LANDSCAPE PLAN.
1 "X2" HARDWOOD
CROSSBRACING
2 "X2 "X36" HARDWOOD
STAKES WITH POINTED
END - AT 5' O.C.
1 /2 "X2 "X24" WOOD
LATH AT EACH STAKE
OVER FABRIC
36" WIDE NONWOVEN
CATCH BASIN/ POLYPROPYLENE FABRIC
DRAINAGE REFER TO SILT FENCE
STRUCTURE SECTION FOR EMBEDMENT
DETAIL
MAINTENANCE:
1. INSPECT WEEKLY AND AFTER EACH STORM EVENT.
2. IF FABRIC IS TORN OR DETERIORATED, REPLACE
SECTION IMMEDIATELY.
3. REMOVE SEDIMENT WHEN HEIGHT REACHES 1/3
OF THE HEIGHT OF THE FENCE OR IS CAUSING
FABRIC TO BULGE.
4. TAKE CARE NOT TO UNDERMINE THE ENTRENCHED
FABRIC.
5. AFTER DRAINAGE AREA IS STABILIZED, REMOVE FENCE
AND SEDIMENT, BRINGING DISTURBED AREA TO GRADE
AND STABILIZE IT.
SILT FENCE INLET
PROTECTION DETAIL
(NO SCALE)
STABILIZATI ❑N
PRACTICE; JAN. FEB, MAR. APR. MAY JUNEJULYAUG. SEPT ❑CT, NOV. DEC.
PERMANENT A
SEEDING
DORMANT B B
SEEDING �■ ��
TEMPORARY C D -�
SEEDING
SODDING
D
MULCHING G
- - -- - • -• - � •• • � •..+��. . �. u, u� ni+L nivivVnL r[CUKLJJ CV LbJ/ HI,Kt
B = KENTUCKY BLUEGRASS 60 LBS /ACRE; CREEPING RED FESCUE 60 LBS /ACRE;
PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL REGRESS 30 LBS /ACRE,
C = SPRING OATS 3 BUSHEL /ACRE.
D = WHEAT OR RYE 2 BUSHEL /ACRE.
E = ANNUAL REGRESS 40 LBS /ACRE. (1 LB /1000 SO. FT.)
F = SOD
G = STRAW MULCH 2 TONS/ACRE.
* /I /* IRRIGATI ❑N NEEDED DURING JUNE, JULY, AND /OR SEPTEMBER.
IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD.
SEASONAL SOIL PROTECTION CHART
GENERAL STAPLE RECOMMENDATIONS
300
275
250
225
Z 200
= 175
150
125
w 100
o 75
N 50
25
3'
6'
3'
A
X 2.
4' 4 X
1 STAPLE PER SQ. YD.
4:1 3:1 2:1 1:1 CHANNEL 3,
SLOPE GRADIENT LINING
4' X X
3
ADDITIONAL STAPLES AS REQUIRED l C
•
6' X )(
1.5' 3' 1.5'
X 2 STAPLE PER SQ. YD.
® X
® 0 B
X
X x
CHANNEL LININGS UTILIZE STAPLE PATTERN 1 1/2 STAPLE PER SQ. YD.
"C" WITH ADDITIONAL STAPLES ON SIDE SLOPES.
NOTES:
STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN GREEN EROSION CONTROL BLANKETS.
STAPLE PATTERNS MAY VARY DEPENDING UPON SOIL TYPE AND AVERAGE ANNUAL 'RAINFALL.
AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE DRAINAGE OVER LARGE AREAS
IS DIRECTED ONTO THE BLANKETS, STAPLE PATTERN "C" SHOULD BE UTILIZED.
CHANNEL LININGS REQUIRED A 2.0' MINIMUM OVERLAP AT LONGITUDINAL JOINTS.
SIDESLOPES SHALL REQUIRE A 6" MINIMUM OVERLAP. WHERE OVERLAPS OCCUR,
THE UPSTREAM BLANKET SHALL OVERLAP THE DOWNSTREAM.
IF OTHER THAN NORTH AMERICAN GREEN EROSION CONTROL BLANKETS ARE INSTALLED
FOLLOW THE INSTALLATION DIRECTIONS RECOMMENDED BY THAT PRODUCTS COMPANY.
EROSION CONTROL BLANKET
STAPLE PATTERN
2
(NO SCALE)
1
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B
C
C
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C
A
B
B
3'
6'
3'
A
X 2.
4' 4 X
1 STAPLE PER SQ. YD.
4:1 3:1 2:1 1:1 CHANNEL 3,
SLOPE GRADIENT LINING
4' X X
3
ADDITIONAL STAPLES AS REQUIRED l C
•
6' X )(
1.5' 3' 1.5'
X 2 STAPLE PER SQ. YD.
® X
® 0 B
X
X x
CHANNEL LININGS UTILIZE STAPLE PATTERN 1 1/2 STAPLE PER SQ. YD.
"C" WITH ADDITIONAL STAPLES ON SIDE SLOPES.
NOTES:
STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN GREEN EROSION CONTROL BLANKETS.
STAPLE PATTERNS MAY VARY DEPENDING UPON SOIL TYPE AND AVERAGE ANNUAL 'RAINFALL.
AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE DRAINAGE OVER LARGE AREAS
IS DIRECTED ONTO THE BLANKETS, STAPLE PATTERN "C" SHOULD BE UTILIZED.
CHANNEL LININGS REQUIRED A 2.0' MINIMUM OVERLAP AT LONGITUDINAL JOINTS.
SIDESLOPES SHALL REQUIRE A 6" MINIMUM OVERLAP. WHERE OVERLAPS OCCUR,
THE UPSTREAM BLANKET SHALL OVERLAP THE DOWNSTREAM.
IF OTHER THAN NORTH AMERICAN GREEN EROSION CONTROL BLANKETS ARE INSTALLED
FOLLOW THE INSTALLATION DIRECTIONS RECOMMENDED BY THAT PRODUCTS COMPANY.
EROSION CONTROL BLANKET
STAPLE PATTERN
2
(NO SCALE)
1
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SMOKEY ROW ROAD WEST/ 1 36TH STREET
- ---- -r (2 - • - ,—tom -- c8�2o
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GYM_ ✓�.
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Brower /Jacques Design, Inc.
1944 North 50o East Date: l Q 15
Greenfield, IN 4614o ph 317 -462 -7557 fax 317- 462 -16
Prepared for: 79
Scale. � NOT'r,- �
Drawing Title: Landscape Master Plan
These drawings are the property of Brower /Jacques Design, Inc.
and may not be copied /installed in any way without written permission.
PLANT LIST
BOTANICAL NAME COMMON NAME SIZE
COMMENTS SYMBOL
SHRUBS
BUXUS MIC. `GREEN VELVET' GREEN VELVET BOXWOOD 1599N 1 8" CONTAINER GVB
.HYDRANGEA QUERCIFOLIA { 0AKLEAF HYDRANGEA #3 CONT., OH
`OAKLEAF' ,
ROSA `KNOCK OUT' KNOCK OUT ROSES #2 CONT. KOR
SPIREA JAP. `LITTLE PRINCESS' LITTLE PRINCESS SPIREA #3 CONT. LIDS
SYRINGA MEYERI DWARF KOREAN LILAC #3 CONT. ,�- DKL
CORNUS ALBA `ARGENTO- MAR." VAR.- i2EDTWIG DOGWOOD #3 CONT. RTD
VIBURNUM CARLESII KOREAN SPICE VIBURNUM 18" -24" B &B VC
t
HAMAMELIS VERNALIS VERNAL WITCH HAZEL 18" "24" VWH
ILEX VERTICILLATA WINTERBERRY 1899"24" WB
JUNIPERUS CHIN. `SEA GREEN' SEA GREEN JUNIPER #2 CONT.
� sGJ
HYDRANDEA `ALL SUM. BEAUTY'. ALL SUMMER BEAUTY 14YD #3 CONT. I-I
I Y
rN I v IT fGd�� N v1 C,6clzy' `Go �c'I � 7 C 0 NT F v
DECIDUOUS TREES Y FN\1IT
CERCIS CANADENSIS FOREST PANSY REDBUD 50M6' CONTAINER FPR
`FOREST PANSY" (COMMON REDBUD AS SUB)
HY(Id) GINKGO BILOBA GINKGO 2" CALIPER GK
10— Ile sGJ" MALUS `PRAIRIE FIRE' PRAIRIE FIRE CRABAPPLE 1 1 l2" CALIPER
�10) PFC
SYRINGA RETICULATA JAPANSE TREE LILAC " 1 1/299-299 CALIPER JTL
•�.NNV�cL�j AMELANCHIER `C '
UMULUS CUMULUS SERVICERRY 6' CS
—�� EVERGREEN TREES
PICEA PUNGENS `BABY BLUE BABY BLUE EYES SPRUCE 6' -7' B &B BBS
PERENNIALS AND GRASSES
PEROSKIA ATRIPLICIFOLIA RUSSIAN SAGE #1 CONT RS
Ar ,,�qv. . M HEMEROCALLIS `STRAWBERRY STRAWBERRY CANDY DAYLILY##1 CONT. SCD
DAYLILY'
LEUCANTH. X SUP..`SNOW CAP' SNOW CAP DAISY #1 CONT. SD
HEUCHERA `RASPBERRY ICE' RASPBERRY ICE CORAL BELL -# I CONT. CB
EUPATORIUM `CHOCOLATE' CHOCOLATE JOE PYE WEED # I CONT. CE
VERONICA SPICATA `.RED FOX' RED FOX VERONICA #1 CONT. RFV
CHELONE LYONIi `HOT LIPS' HOT -LIPS TURTLE HEAD #1 CONT. CH
PEN•. `ORIENT. `KARLEY ROSE' : KARLE: