HomeMy WebLinkAbout05050060-62.01PART OF SEC. 32, T18, R3E, HAMILTON COUNTY
G E" ESTAT
S_HELB__0R.N... I I'' 0 A III
W MmB2
Br MmC
Mir B2
12 MmC2 Br
E
MmC
CrA
MmC2
MmC2
CrA
CrA
C2 N m
SOILS S_ 500'
Im
UTILITIES — CLAY TOWNSHIP
GAS
ELECTRIC
Vectren
PSI Energy
15900 Allisonville Road
1441 South Guilford
P.O. Box 1700
P.O. Box 876
NoblesWIe, IN 46060
Carmel, IN 46032
(317) 776 -5533
(317) 581 -3040
TELEPHONE CABLE TV
SBC Brighthouse Cable
5858 North College Avenue 516 East Carmel Dr.
Indianapolis, IN 46220 Carmel, IN 46032
(317) 252 -4275 (317) 844 -8877
STORM SEWER SANITARY SEWER
Hamilton County Surveyor
aay Township Reg';onal Waste District
Hamilton Square, Suite 146
10755 North College Avenue
Noblesville, IN 46060
Indianapolis, IN 46280
(317) 776 -9626
(317) 844 -9200
WATER
STREETS
Camel City Utilities
City of Camel
760 Third Avenue SW
City Hall, Civic Square
Carmel, IN 46032
Camel, Indiana 46032
(317) 571 -2442
(317) 571 -2441
Utility Hotline: within Indiana 1- 800 - 382 -5544
outside indiona 1 -800- 428 -5200
NOTE
The size and location of utilities are per plans and locations provided by the
respective utility companies. All utility companies shall be notified prior to any
excavation for field location of services.
"PRIMARY PLAT"
DATE OF SUBMISSION: MAY 20, 2005
DATE OF REVISION:
EXISTING ZONING: S -1
OWNER: SURVEYOR:
Michael Maloy Roger Ward Engineering, Inc.
12075 Shelborne Road 5420 N College Ave, Suite 202
CARMEL, IN 46032 INDIANAPOLIS, IN 46220
317 - 557 -5743 317 - 251 -1738
REVISIONS
DATE: DESCRIPTION
INDFY
SHEET
No.
ZONED
S -1
C100
COVER SHEET
ZONED S -1
EXISTING CONDITIONS
o
PRIMARY PLAT
C103
EROSION CONTROL PLAN & DETAILS
Q
EROSION CONTROL SPECIFICATIONS
C801
SPECIFICATIONS
0
TREE PRESERVATION PLAN
SECONDARY PLAT
of
w
Z
�
CD
�
i
w
Cn
W 126TH ST
ZONED S -1
ZONED S
-1
REVISIONS
DATE: DESCRIPTION
INDFY
SHEET
No.
DESCRIPTION
C100
COVER SHEET
C101
EXISTING CONDITIONS
C102
PRIMARY PLAT
C103
EROSION CONTROL PLAN & DETAILS
C104
EROSION CONTROL SPECIFICATIONS
C801
SPECIFICATIONS
L101
TREE PRESERVATION PLAN
SECONDARY PLAT
W 131ST Sr
Fn
SCALE : 1° = 5000'
Pw
056V&96A5 -' &a
TW Q Z
wQ
1 U
Z
�V 0 N
Z W W W
O
04 o
a
00 ()
W Z
LL
O W J S,
z ��
�/ z 0
WWr� ' �t�
a
� Z Z N
QZ N 0
7 Z
'1
WW
W
'Z
V
Z
W
W
W
2
U)
0�
W
i
0
U
8
�o
M
0
6i
OOM
Z
0
W r i
ce ._ C4 "14
W
0
H0�
0 z
Cf) >w
0
Q
W¢�o
W��Z
Ur Q m
w
X W
L.) -r2
w � C.)
0
J
m
fj
1 �
No.
lb
PE19800489
-o STATE OF ort-
��' /���` =AND I � \•`.
/ •..•iii sa \
111111
BY:
DATE:
SHEET
C100
OF
8
JOB #: MMX.001
2
❑
X
W 131ST Sr
Fn
W 126TH ST
Ir
cr
8
❑ cr
W 121 Sr Sr
=
g
Pw ,.
W
U
}
W 116TH ST
�
❑
O
O
W
=
�_
Z
m
O
Z
i
W
a
_
VU Q6TH
ST
U)
421
465
SCALE : 1° = 5000'
Pw
056V&96A5 -' &a
TW Q Z
wQ
1 U
Z
�V 0 N
Z W W W
O
04 o
a
00 ()
W Z
LL
O W J S,
z ��
�/ z 0
WWr� ' �t�
a
� Z Z N
QZ N 0
7 Z
'1
WW
W
'Z
V
Z
W
W
W
2
U)
0�
W
i
0
U
8
�o
M
0
6i
OOM
Z
0
W r i
ce ._ C4 "14
W
0
H0�
0 z
Cf) >w
0
Q
W¢�o
W��Z
Ur Q m
w
X W
L.) -r2
w � C.)
0
J
m
fj
1 �
No.
lb
PE19800489
-o STATE OF ort-
��' /���` =AND I � \•`.
/ •..•iii sa \
111111
BY:
DATE:
SHEET
C100
OF
8
JOB #: MMX.001
121st Street
I
Northwest Comer
NW 114 SW 114
I I Section 32 -T18N -R3E
Harrison IVIonurnent Fnd.
. I
1 �
W I !
0 I
I I
L II
If
II
II
!I
W
O
w
O
W
2
O
W
O
W
O
01
W
O
0
rn
O
M
I
�I
CU I
0
0
rn
i
0
0
m
O
M
0
M
o I
m I
i
M
0
rn
I
0
rn
L�
/
t
1
{
1
:1
1
i'toAl
Gordon and McCleary
Instr. # 9809806330
LAJ
\ \
r' Bounds Line See Surveyor's Report)
1 10 � x x x x- x —T x x N'k x x
oe
ol
\ N. i 1
to
a \\ 909 \ \ � � \ \ \ I �, ,/ N
/ \
m
0-
` 1 1 1
l o Propane Tank \ x \\ i nof ► , { i I 1 , � / do
{ ' \ { Group of - � ees / ,' ,' o cr 38.39' 1 + t t ► I 1 , ! \ \
Li
One -Story , ► 1 ( / t , , { { , ! 1 \
\ a Brick Frame Wood
t i
House
Deck �
V6.,3 I ► I i r �` -
' / ! 35.39
\, / � � ! j , / / `901- _\` ► ! ( { 1 1 � / � / ,/ \ `\ '-
/ ►
10001, !/ x I 1 `�\\ Pond Group of ees
It I
Ix
- - I 73.79
Wood Sam i / / ' ' / ' �� \+�0 Qi
/ � °' � rn of � 0)
Wood Sam , / �
CO
\ 33.61 • ��
INN
/
Concrete , /'' /, /''
i •�4 '` Connor
/ O� qj�' �� •• Instr. #8904459
/ Bloy* Bldg Q qj
/ O
i ! s0'
' LEGEND
f WATER VALVE
/ ► / / / V GAS VALVE
►r UTILITY POLE
+ ' ' SANITARY SEWER MANHOLE
Frame Pole Sam i /` !! / ,' / ' ,' • -
, With Steel Siding 0, „ / / ,' ,' , ,� / ® TELEPHONE PEDESTAL
00 1 �' SIGN
CIO
90 / SMALL BUSH
TREES
/
84.60
!
l
UNDERGROUND
- -
/� ucT TELEPHONE
oHE OVERHEAD UTILITIES
a
f\spnan unvu-
II IJLI . TTW%JV -T-TVv
Invert = 884.65 --"' 'L- Invert = 884.30
x x FENCE LINE
GRAVEL AREA
/
1w *0. /
deg
ate(` //0000�
HOLEY MOLEY SAYS
"DON'T
DIG
BLIND'
"IT'S THE LAW"
CALL 2 WOWNG DAYS BEFORE You aG
1- 800 - 382 -5544
CAUL TOLL FREE
PER INDIANA STATE LAW IS-69 -1991.
IT IS AGAINST THE LAW TO EXCAVATE
1MTHOUT NOTIFYING THE UNDERGROUND
LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING WORK.
GENERAL NOTES
Scale 1 " =30'
The underground utilities depicted on the attached plat of survey have been located per field observations only. No
warranty, either expressed or implied, is made to the accuracy and/or completeness of information presented on
underground utilities, or as to its fitness for any particular purpose or use. In no event will Roger Ward Engineering, Inc.,
its employees, agents, and/or assigns be liable for any damages arising out of the furnishing and/or use of such
information. The path of the utility lines on said plat of survey should be considered approximate until they are either
relocated, by calling the Indiana Underground Plant Protection Agency at 1- 800 - 382 -5544 or until they are excavated to
verify the location and path of the utility lines.
As used In this survey, certify means to state or declare a professional opinion of conditions regarding those facts or
findings which are the subject of the certification and does not constitute a warranty or guarantee, either express or
implied.
This survey was prepared for Michael Maloy.
SURVEYOR'S REPORT
The purpose of this survey was to perform a topographic survey of a portion of the property located at 12075 Shelbome
Road. Fieldwork for this project was performed during the second week of April, 2005. A retracement survey of the subject
property executed in accordance with the requirements of the Indiana Survey Standards as defined in Title 865, Article 1,
Rule 12 of the Indiana Administrative Code was not performed as a part of this survey.
The boundary information is shown per a Land Title Survey performed by Benchmark Surveying Inc., dated 2/21/96.
Several comers set by Benchmark were located along with a Harrison Monument marking the Northwest comer of the
Northwest Quarter of the Southwest Quarter of Section 32 T18N -R3E. These monuments were held to input the
boundary per said survey.
BENCHMARK NOTE
HM27 - Harrison Monument set in a steel casting at the intersection of 121St Street and Shelbome Road. Elev. = 912.40'
(NGVD 1929 datum)
CERTIFICATE OF SURVEY
I, the undersigned, do hereby certify the attached plat to be true and correct to the best of my knowledge, information, and
belief, representing a topographic survey performed under my direction of portions of real estate located in Clay
Township, Hamilton County, Indiana.
Elevations established and improvements were located as shown hereon.
Certified this 26th day of April, 2005
Roger Ward Engineering, Inc.
Rodney J. Kelly - Indiana Registered
Land Surveyor No. LS20500006
o �
z
J
Cn
OZ
O N
U a
W W�
O N N
a Ww�
J
WU > Q N c�
0 ,
C/) Wn ? L c
V v
O O c/) co J J M
C z O�
cn ZZN
0 0 ¢ ..
Z N p
11 z
W
W
W
z
z
W
J
U
z
0
U
CD
U)
Z
H
X
W
c
0
0 L0
c
Fes-- o
N
m�
Z�
F--
odv�
O
W t t t t
��C4 �4
W o
C/)
Imo- 0 z
(o } w Q
W��z
W2 0-
�Qm
2
LOU
W o
JT�
m
BY:
DATE: 4/25/2005
SHEET
C101
OF
8
JOB #: MMX.001
121st STREET
C
0
Cam.
1 I,
r Gordon and McCleary
' I Instr. # 9809806330
s r 10' ASPHALT PATH
it
I,
TO BE CONSTRUCTED
' I IN FUTURE \�
t
I 1
45' R /W/ I Boundary Line (See Surveyor's Report) J/ // / ,' ,' r ,' ,' i N8930'227�
- - - - - '48'S3 ' s 1 " 291Y
N89'52E b87 5'�E 0
J
-- , " -- , ` 7 , , , , 1,3.75' �' /' 20'.f /,'SETBACK
I -: 363.71 I r ,90 1$1 , / ! / --�-
�
1
\ ,I ;t�11►t d <1
I
LOrnl /
M. E. � 9 °9� ry
oll
co
qr-
2.57
0_1
/ 1 ! / 1 !
N qpq
t , 15 SETBACK
,___ - , r r 1/� r _ • 1 N8932+ 0A
5' r 5 S ` T6 CK \ , f ,
M.E. -7- \
/
EXISTING
EXISTNG
POND I
Ile
LOT 2
Qj
cc
1.97 AC
905.0 /' !' % !' '' � % ,' ,'' /' � •,off ��`'� .
AN J Connor
Instr. #8904459
�: / J' J' ,' 15' SETBACK ��
_ N893Z 05 E : J Q 46,
!� ! I r 445.69''
' / X11 15 SETBACK / -'
s 0.
907.0 M.Ef
f CV
LOT 3
0)
o,
wco
1 - 1.45 AGo.� , n DEVELOP
'I- / I/ , I I / CO ,
900.0
hivert
J /
:,• : /20' SETBACK =884.62
1 ,' ,;:. /�/ , - N89*3n rE �' , " -' $bundary Line Wert =885.09
368.63 - - -
" Q
L " / / l / J i' i'
Al
I t Connor _
Instr. #8904459 r� -Md.&5-, fn„wt =8&1.30
HOLEY MOLEY SAYS
"DON'T
DIG
BLIND.
"IT'S THE LAW"
CALL 2 WORKING DAYS BEFORE YOU DIG
1- 800 - 382 -5544
CALL TOLL FREE
PER INDIANA STATE LAW IS -69 -1991.
IT IS AGAINST THE LAW TO EXCAVATE
WITHOUT NOTIFYING THE UNDERGROUND
LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING WORK.
DEVELOPMENT NOTES
ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES
2. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO
VERIFY ALL EXISTING UTILITIES AND CONDITIONS
PERTAINING TO THEIR PHASE OF WORK. IT SHALL ALSO BE THE
CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF
THE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS FOR
EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR
SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF
ANY CHANGES, MISSIONS, OR ERRORS FOUND ON THESE
PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR
RESUMED.
3. STANDARD SPECIFICATIONS FOR THE CITY OF CARMEL,
INDIANA SHALL APPLY FOR ALL UNDERGROUND PIPING.
4. ANY PART OF THE PIPE TRENCHES RUNNING
UNDER OR WITHIN 5' OF PAVED AREAS TO BE
BACKFILLED WITH GRANULAR MATERIAL
5. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE
PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY
COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED
PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF
SERVICES.
6. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO
CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS.
7. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE
PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A.
STANDARDS FOR WORKER SAFETY.
8. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES.
9. REMOVE AND BACKFILL ALL AREAS WHERE ANY FIELD TILE
CROSSES PROPOSED BUILDING PADS. ALL FIELD TILES
INTERCEPTED TO BE PERPETUATED INTO STORM SEWER
SYSTEM OR LAKE. THE SUBCONTRACTOR SHALL NOTIFY IN
WRITING THE OWNER AND THE ENGINEER IN ANY
CIRCUMSTANCES W HME THIS CANNOT BE ACCOMPLISHED.
10. ALL FILL AREAS UNDER BUILDING PADS, PAVEMENT, OR SUBGRADE
SHALL BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY
DENSITY (ASTM D- 1557). ALL OTHER FILL AREAS SHALL BE
COMPACTED TO 90% OF THE MAXIMUM DRY DENSITY (ASTM D- 1557).
11. THE CONTRACTOR SHALL CONFIRM ALL EARTHWORK QUANTITIES
PRIOR TO THE START OF CONSTRUCTION. IF AN EXCESS OR
SHORTAGE OF EARTH IS ENCOUNTERED, THE CONTRACTOR SHALL
CONFIRM WITH THE OWNER AND ENGINEER THE REQUIREMENTS FOR
STOCKPILING, REMOVAL OR IMPORTING OF EARTH.
1Z ALL PROPOPOSED SEPTIC FIELD AREAS SHALL BE ROPED OFF PRIOR
TO THE COMMENCEMENT OF CONSTRUCTION ACTIVITIES TO PREVENT
TRAFFIC FROM CROSSING THE AREA.
MENT SUMMARY
TOTAL SITE AREA = 5.95 +/-ACRES
PROPOSED DENSITY = 0.50 UNITS PER ACRE
CURRENT ZONING = S1
FRONT SETBACK = 40'
REAR SETBACK = 20'
SIDE SETBACK= 15'
TOTAL UNITS = 3
W-
G
E
T
v
G
. T
OHE
-- 000 - -
000 -
000.00
LEGEND
PROPOSED MATER LINE
PROPOSED GAS LINE
PROPOSED ELECTRIC LINE
PROPOSED TELEPHONE LINE
PROPOSED SANITARY SEYO
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING SANITARY SEWER
EXISTING WATER LINE
EXISTING GAS LINE
EXISTING ELECTRIC LINE
EXISTING TELEPHONE LINE
EXISTING OVERHEAD U11UTIES
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED GRADES
DRAINAGE SWALE
LAND DESCRIPTION
(J MONUMENT FOUND
wv
M WATER VALVE
�x ucHr
SIGN
THE NORTH HALF OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION
32, TOWNSHIP 18 NORTH, RANGE 3 EAST, HAMILTON COUNTY, INDIANA, AND BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHWEST CORNER OF SAID HALF QUARTER - QUARTER SECTION; THENCE
NORTH 89 DEGREES 27 MINUTES 58 SECONDS EAST (ASSUMED BASIS OR BEARINGS) ALONG
THE NORTH LINE OF SAID HALF QUARTER - QUARTER SECTION, 1326.01 FEET TO THE
NORTHEAST CORNER THEREOF; THENCGvS0UT1i.0 DEGREES 00 MINUTES 49 SECONDS EAST
ALONG THE EAST LINE OF SAID HALF QUARTER - QUARTER SECTION 658.43 FEET TO THE
SOUTHEAST CORNER THEREOF; THENCE SOUTH 89 DEGREES 29 MINUTES 42 SECONDS WEST
ALONG THE SOUTH LINE OF SAID LINE OF SAID HALF QUARTER - QUARTER SECTION, 1325.70
FEET TO THE SOUTHWEST CORNER THEREOF; THENCE NORTH 0 DEGREES 02 MINUTES 24
SECONDS WEST ALONG THE WEST LINE OF SAID HALF QUARTER - QUARTER SECTION 657.75
FEET TO THE POINT OF BEGINNING.
EXCEPT PART OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 32,
TOWNSHIP 18 NORTH, RANGE 3 EAST IN HAMILTON COUNTY, INDIANA, AND BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHWEST CORNER OF SAID QUARTER- QUARTER SECTION; THENCE
SOUTH 0 DEGREES 00 MINUTES 00 SECONDS WEST (ASSUMED BASIS OF BEARINGS), ALONG
THE WEST LINE OF SAID QUARTER - QUARTER SECTION, 92.89 FEET TO ITS INTERSECTION WITH
AN EXISTING FENCE LINE PROLONGED; THENCE NORTH 89 DEGREES 15 MINUTES 02 SECONDS
EAST ALONG SAID FENCE LINE PROLONGED AND SAID FENCE LINE, 364.54 FEET TO AN
EXISTING FENCE CORNER, THENCE NORTH 5 DEGREES 36 MINUTES 01 SECONDS EAST ALONG
AN EXISTING FENCE LINE, 91.78 FEET TO ITS INTERSECTION WITH THE NORTH LINE OF SAID
QUARTER- QUARTER SECTION; THENCE SOUTH 89 DEGREES 30 MINUTES 22 SECONDS WEST,
ALONG SAID NORTH LINE 373.48 FEET TO THE POINT OF BEGINNING.
ALSO, EXCEPT PART OF THE NORTH HALF OF THE NORTHWEST QUARTER OF THE SOUTHWEST
QUARTER OF SECTION 32, TOYMSHIP 18 NORTH, RANGE 3 EAST, HAMILTON COUNTY, INDIANA,
AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT AN IRON PIN SET ON THE NORTH LINE OF SAID HALF QUARTER- QUARTER
SECTION BONG NORTH 89 DEGREES 27 MINUTES 58 SECONDS EAST (ASSUMED BEARING)
807.49 FEET FROM THE NORTHWEST CORNER THEREOF; THENCE CONTINUE NORTH 89
DEGREES 27 MINUTES 58 SECONDS EAST ALONG SAID NORTH LINE, 518.52 FEET TU THE
NORTHEAST CORNER THEREOF; THENCE SOUTH 0 DEGREES 00 MINUTES 49 SECONDS EAST
ALONG THE EAST LINE OF SAID HALF QUARTER - QUARTER SECTION 658.43 FEET TO THE
SOUTHEAST CORNER THEREOF; THENCE SOUTH 89 DEGREES 29 MINUTES 42 SECONDS WEST
ALONG THE SOUTH LINE OF SAID HALF QUARTER - QUARTER SECTION, 1325.70 FEET TO THE
SOUTHWEST CORNER THEREOF. THENCE NORTH 0 DEGREES 02 MINUTES 24 SECONDS WEST
ALONG THE WEST LINE OF SAID HALF QUARTER - QUARTER SECTION, 50.00 FEET TO A P.K.
NAIL SET, THENCE NORTH 89 DEGREES 29 MINUTES 42 SECONDS EAST PARALLEL WITH SAID
SOUTH LINE; 308.63 FEET M AN IRON PIN SET; THENCE NORTH 39 DEGREES 08 MINUTES
03 SECONDS EAST ALONG AN EXISTING FENCE LINE EXTENDED AND FENCE LINE, 789.71 FEET
TO THE POINT OF BEGINNING.
SITE FLOOD INFO:
NO PORTION OF THIS LOT LIES IN ANY FLOOD HAZARD ZONE
AS SCALED FROM THE FLOOD INSURANCE RATE MAPS (FIRM)
FOR HAMILTON COUNTY, INDIANA, #18057C 0205 F EFFECTIVE
FEBRUARY 19, 2003.
• O O• O O• O O• O • 0 0 9 0 O• O O• O O• O
00 • 0000 O 00 • 0 00 • °O • o 00 . 0 00 . 0 00 • o 00
• O 0 0 0 O 00 • O 00 • O • O �O • O c0 • 00000 00 • O 0
00 • O 00 • o 00 • 00 • O 00 • 000 • O 00 • 000 • 000 •
V3- 19A SURFACE
5' COMPACTED 153 STONE
PREPARED SUBGRADE PER INDOT No. 207 '
10' ASPHALT PATH
o Q
Q
J
H U)
�z
0 N
U
�T� Z N
0 w -
a U) N N
a _j
w �L N 0
00 Qo�
wz
OV o W
} J Co
zz > 0 w .� _jM a�
H D U
Z Z v
0 c)
Z 04
IT � Z v
U)
Cr
w
w
z
w
U
g
a
Q
a
�o
C)
m
o�
�Q ..
oom�
O_
V)
W I 1 1 1
M ._ 4 ri .t
U)
W o
H �z
Cf) a w¢
< .j �z
W��-
U1 Q mJ
W
Lj -r
`n U
o
W
_I
m
``,,,,,1ll,,
pISTE,pFo
No.
PE19800489
-o STATE OF ,•`
ND I
N
,,�ONA� %0���
BY:
DATE:
SHEET
C102
OF
8
JOB #: MMX.001
UTIUTY POLE
HYDRANT
SANITARY MANHOLE
DO
STORM MANHOLE
STRAIN POLE
WM TR
N
WATER METER
F-1
RIGHT-OF-WAY-MARKER
-Q�
BENCHMARK
THE NORTH HALF OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION
32, TOWNSHIP 18 NORTH, RANGE 3 EAST, HAMILTON COUNTY, INDIANA, AND BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHWEST CORNER OF SAID HALF QUARTER - QUARTER SECTION; THENCE
NORTH 89 DEGREES 27 MINUTES 58 SECONDS EAST (ASSUMED BASIS OR BEARINGS) ALONG
THE NORTH LINE OF SAID HALF QUARTER - QUARTER SECTION, 1326.01 FEET TO THE
NORTHEAST CORNER THEREOF; THENCGvS0UT1i.0 DEGREES 00 MINUTES 49 SECONDS EAST
ALONG THE EAST LINE OF SAID HALF QUARTER - QUARTER SECTION 658.43 FEET TO THE
SOUTHEAST CORNER THEREOF; THENCE SOUTH 89 DEGREES 29 MINUTES 42 SECONDS WEST
ALONG THE SOUTH LINE OF SAID LINE OF SAID HALF QUARTER - QUARTER SECTION, 1325.70
FEET TO THE SOUTHWEST CORNER THEREOF; THENCE NORTH 0 DEGREES 02 MINUTES 24
SECONDS WEST ALONG THE WEST LINE OF SAID HALF QUARTER - QUARTER SECTION 657.75
FEET TO THE POINT OF BEGINNING.
EXCEPT PART OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 32,
TOWNSHIP 18 NORTH, RANGE 3 EAST IN HAMILTON COUNTY, INDIANA, AND BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHWEST CORNER OF SAID QUARTER- QUARTER SECTION; THENCE
SOUTH 0 DEGREES 00 MINUTES 00 SECONDS WEST (ASSUMED BASIS OF BEARINGS), ALONG
THE WEST LINE OF SAID QUARTER - QUARTER SECTION, 92.89 FEET TO ITS INTERSECTION WITH
AN EXISTING FENCE LINE PROLONGED; THENCE NORTH 89 DEGREES 15 MINUTES 02 SECONDS
EAST ALONG SAID FENCE LINE PROLONGED AND SAID FENCE LINE, 364.54 FEET TO AN
EXISTING FENCE CORNER, THENCE NORTH 5 DEGREES 36 MINUTES 01 SECONDS EAST ALONG
AN EXISTING FENCE LINE, 91.78 FEET TO ITS INTERSECTION WITH THE NORTH LINE OF SAID
QUARTER- QUARTER SECTION; THENCE SOUTH 89 DEGREES 30 MINUTES 22 SECONDS WEST,
ALONG SAID NORTH LINE 373.48 FEET TO THE POINT OF BEGINNING.
ALSO, EXCEPT PART OF THE NORTH HALF OF THE NORTHWEST QUARTER OF THE SOUTHWEST
QUARTER OF SECTION 32, TOYMSHIP 18 NORTH, RANGE 3 EAST, HAMILTON COUNTY, INDIANA,
AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT AN IRON PIN SET ON THE NORTH LINE OF SAID HALF QUARTER- QUARTER
SECTION BONG NORTH 89 DEGREES 27 MINUTES 58 SECONDS EAST (ASSUMED BEARING)
807.49 FEET FROM THE NORTHWEST CORNER THEREOF; THENCE CONTINUE NORTH 89
DEGREES 27 MINUTES 58 SECONDS EAST ALONG SAID NORTH LINE, 518.52 FEET TU THE
NORTHEAST CORNER THEREOF; THENCE SOUTH 0 DEGREES 00 MINUTES 49 SECONDS EAST
ALONG THE EAST LINE OF SAID HALF QUARTER - QUARTER SECTION 658.43 FEET TO THE
SOUTHEAST CORNER THEREOF; THENCE SOUTH 89 DEGREES 29 MINUTES 42 SECONDS WEST
ALONG THE SOUTH LINE OF SAID HALF QUARTER - QUARTER SECTION, 1325.70 FEET TO THE
SOUTHWEST CORNER THEREOF. THENCE NORTH 0 DEGREES 02 MINUTES 24 SECONDS WEST
ALONG THE WEST LINE OF SAID HALF QUARTER - QUARTER SECTION, 50.00 FEET TO A P.K.
NAIL SET, THENCE NORTH 89 DEGREES 29 MINUTES 42 SECONDS EAST PARALLEL WITH SAID
SOUTH LINE; 308.63 FEET M AN IRON PIN SET; THENCE NORTH 39 DEGREES 08 MINUTES
03 SECONDS EAST ALONG AN EXISTING FENCE LINE EXTENDED AND FENCE LINE, 789.71 FEET
TO THE POINT OF BEGINNING.
SITE FLOOD INFO:
NO PORTION OF THIS LOT LIES IN ANY FLOOD HAZARD ZONE
AS SCALED FROM THE FLOOD INSURANCE RATE MAPS (FIRM)
FOR HAMILTON COUNTY, INDIANA, #18057C 0205 F EFFECTIVE
FEBRUARY 19, 2003.
• O O• O O• O O• O • 0 0 9 0 O• O O• O O• O
00 • 0000 O 00 • 0 00 • °O • o 00 . 0 00 . 0 00 • o 00
• O 0 0 0 O 00 • O 00 • O • O �O • O c0 • 00000 00 • O 0
00 • O 00 • o 00 • 00 • O 00 • 000 • O 00 • 000 • 000 •
V3- 19A SURFACE
5' COMPACTED 153 STONE
PREPARED SUBGRADE PER INDOT No. 207 '
10' ASPHALT PATH
o Q
Q
J
H U)
�z
0 N
U
�T� Z N
0 w -
a U) N N
a _j
w �L N 0
00 Qo�
wz
OV o W
} J Co
zz > 0 w .� _jM a�
H D U
Z Z v
0 c)
Z 04
IT � Z v
U)
Cr
w
w
z
w
U
g
a
Q
a
�o
C)
m
o�
�Q ..
oom�
O_
V)
W I 1 1 1
M ._ 4 ri .t
U)
W o
H �z
Cf) a w¢
< .j �z
W��-
U1 Q mJ
W
Lj -r
`n U
o
W
_I
m
``,,,,,1ll,,
pISTE,pFo
No.
PE19800489
-o STATE OF ,•`
ND I
N
,,�ONA� %0���
BY:
DATE:
SHEET
C102
OF
8
JOB #: MMX.001
STREET
10' ASRHALT PATH
!r
TO BE CONSTRUCTED
' ! IN FUTURE
i -
�/ 45' Raw,
f! i ►� t ; I/ -- __- _---- --- --_
)U 000
v 1
► Les
170. \� ! t t t} , � ��� /ro
2.57 At C -
909 p + t ► ' ' ' ' ` ,' , 0
co
SF
( t S + i /
f
/ / l
!CS)
_70'_ U k -, .. .; I \ \ ( I I f I I / `z- ( I %
I I L p
OP
EXISTING
} p N 4 POND
} -- LOT 2 // , ,, �� •.
(Y CIJ C� C6
0) 0 cr, t\
1.97 AC � � ,� ,� , �� P)�,,
i PS 905.0
PS SF
` I +`
i U/S CC) RS
i
1►
!1
t ,
! ,
".� fir
O
/1 1 1pS /
C"
! ! r / ! /
W
z
)
W
II
Z
C)
,I ! , ! ;rte ►�r /
•r 1.45 A�
1
900.0
/ i ! I , •
. - I 10 PS
XA
HOLEY MOLEY SAYS
"DON'T
DIG
BLIND'
"IT'S THE LAW"
CALL 2 WORKING DAYS BEFORE YOU Di,
1 -800- 382 -5544
CALL TOLL FREE
PER INDIANA STATE LAW IS-69 -1991.
IT IS AGAINST THE LAW TO EXCAVATE
WITHOUT NOTIFYING 1HE UNDERGROUND
LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING WORK.
i
J
/
r
EROSION CONTROL SEEDING NOTES
Seedbed Preparation
seeded. lime to raise the pH to the level needed for spades being
Apply 23 pounds of 12 -12 -12 analysis fertlizer (or equivalent) per
1000 sq. ft. (approximately 1000 pounds per acre) or fertilize according to
tesL /application of 150 lbs. of ammonium nitrate on areas low in organic
matter and fertility will greatly enhance vegetative growth.
Work the fertilizer and lime into the soil to a depth of 2 -3 inches
with a harrow. disk or rake operated across the slope as much as possible.
Seeding
Select a seed mixture based on projected use of the area (Figure 5-2).
while considering best seeding dates. See Figure 5-3 this sheet. If toler-
anedeh we a problem. such as salt tolerance of seedings adjacent to streets
ays, see Figure 5-4 this sheet before find selection.
Mulch Rate
Mulch Is to be applied at 2.000 to 3,000 pounds per acre in areas not
covered by erosion control blanketing. Mulch must be anchored using a mulch
anchoring tool or faun disk with dull, serrated, straight set blades, or bulldozer
deats driven up and down slope.
Figure 5-2 Permanent Seed Mixtures
Species Seeding Rate
Suitable pH
Site Suitablity*
lbs /aem
Ibs/1000
AS NEEDED
Well
SiLT FENCE
�
PRIOR TO CLEARING AND GRADING
Droughty Drained Wet
Level and Sloping, Open Areas
PRIOR TO CLEARING AND GRADING
TREE PROTECTION
WEEKLY AFTER STORM EVENTS AND AS NEEDED
f �
i
HOLEY MOLEY SAYS
"DON'T
DIG
BLIND'
"IT'S THE LAW"
CALL 2 WORKING DAYS BEFORE YOU Di,
1 -800- 382 -5544
CALL TOLL FREE
PER INDIANA STATE LAW IS-69 -1991.
IT IS AGAINST THE LAW TO EXCAVATE
WITHOUT NOTIFYING 1HE UNDERGROUND
LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING WORK.
i
J
/
r
EROSION CONTROL SEEDING NOTES
Seedbed Preparation
seeded. lime to raise the pH to the level needed for spades being
Apply 23 pounds of 12 -12 -12 analysis fertlizer (or equivalent) per
1000 sq. ft. (approximately 1000 pounds per acre) or fertilize according to
tesL /application of 150 lbs. of ammonium nitrate on areas low in organic
matter and fertility will greatly enhance vegetative growth.
Work the fertilizer and lime into the soil to a depth of 2 -3 inches
with a harrow. disk or rake operated across the slope as much as possible.
Seeding
Select a seed mixture based on projected use of the area (Figure 5-2).
while considering best seeding dates. See Figure 5-3 this sheet. If toler-
anedeh we a problem. such as salt tolerance of seedings adjacent to streets
ays, see Figure 5-4 this sheet before find selection.
Mulch Rate
Mulch Is to be applied at 2.000 to 3,000 pounds per acre in areas not
covered by erosion control blanketing. Mulch must be anchored using a mulch
anchoring tool or faun disk with dull, serrated, straight set blades, or bulldozer
deats driven up and down slope.
Figure 5-2 Permanent Seed Mixtures
Species Seeding Rate
Suitable pH
Site Suitablity*
lbs /aem
Ibs/1000
AS NEEDED
Well
SiLT FENCE
sq. ft.
PRIOR TO CLEARING AND GRADING
Droughty Drained Wet
Level and Sloping, Open Areas
PRIOR TO CLEARING AND GRADING
TREE PROTECTION
WEEKLY AFTER STORM EVENTS AND AS NEEDED
PRIOR TO CLEARING AND GRADING
1. Tao Fescue 35
.8
5.5 -8.3
2
1 2
2. Tdl Fescue 25
.6
5.5 -8.3
AFTER FINISH GRADING
1
Red cover** 5
.12
STRAW BALES
WEEKLY AFTER STORM EVENTS AND AS NEEDED
AFTER FINISH GRADING
3. Kentucky Bluegrass 15
.4
5.5 -7.5
2
1
Creeping Red Fescue 15
.4
WATER AS NEEDED
AFTER FINISHED GRADING AROUND FINISHED UNITS
REMOVAL OF STRAW BALES
REMOVAL OF INLET PROTECTION
REMOVAL OF SILT FENCE
fir A. it ♦ -11. rAf% .. A •Tee....
Steep Banks and Cuts
AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED
AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED
AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED
MEN
4. Tall Fescue 15
.4
5.8 -7.5
2
1 2
Kentucky Bluegrass 25
.6
----------
Date�
5. Tdl Fescue 35
8
5.5 -8.3
2
1
Emerald 0rownvetch** 10
.25
Lowns and High Maintenance Areas
NON
6. Kentucky Bluegrass 40
.9
5.8 -7.5
2
1
Creeping Red Fescue 40
.9
7. Perennial Ryegross 170
4.0
5.0 -7.5
1
(Turf Type)
8. Tall Fescue 170 4.0
5.5 -8.3
2
1 2
* 1 - Preferred 2 - Will Tolerate **Inoculate with specific Inoculant.
LEGEND
-- - PROPOSED SANITARY SEWER
- PROPOSED STORM SEWER
- EXiST1NG STORM SEVER
EXISTING SANITARY SEWER
EXISTING WATER LINE
EXISTING GAS LINE
E EXISTING ELECTRIC LINE
T EXISTING TELEPHONE LINE
°HE - EXISTING OVERHEAD UT ILJTiES
- -
000 - - - - - EXISTING CONTOUR
000 - - PROPOSED CONTOUR
000.00 TOP OF CURB GRADE
ooa. oo GU 11 R OF CURB MADE
aao.Lo ALL OTHER FINISH GRADES
M &-. MATCH EXISTING GRADE
-�- FLOW ARROW
PS PERMANENT SING
SF SILT FENCE
Ow'. *V
EROSION CONTROL SCHEDULE
EROSION CONTROL MEASURE
* MAINTENANCE
iNSTALLA11ON SEQUENCE
STONE ENTRANCE
AS NEEDED
PRIOR TO CLEARING AND GRADING
SiLT FENCE
WEEKLY AFTER STORM EVENTS AND AS NEEDED
PRIOR TO CLEARING AND GRADING
EXISTING INLET PROTECTION
WEEKLY AFTER STORM EVENTS AND AS NEEDED
PRIOR TO CLEARING AND GRADING
TREE PROTECTION
WEEKLY AFTER STORM EVENTS AND AS NEEDED
PRIOR TO CLEARING AND GRADING
SEDIMENT BASIN
TEMPORARY DIVERSIONS
WEEKLY AFTER STORM EVENTS AND AS NEEDED
WEEKLY AFTER STORM EVENTS AND AS NEEDED
PRIOR TO CLEARING AND GRADING REMAINING AREAS
ALONG WiTH ROUGH GRADING
TEMPORARY SEEDING
WATER LS NEEDED
AFTER ROUGH GRADING
PERMANENT SEEDING
WATER AS NEEDED
AFTER FINISH GRADING
EROSION CONTROL MATTING
WEEKLY AFTER STORM EVENTS AND AS NEEDED
AFTER FINISH GRADING
STRAW BALES
WEEKLY AFTER STORM EVENTS AND AS NEEDED
AFTER FINISH GRADING
INLET -PROTECTION
WEEKLY AFTER STORM EVENTS AND AS NEEDED
AFTER EACH INLET IS PLACED
MP. SILTATION SUMP
WEEKLY AFTER STORM EVENTS AND AS NEEDED
AFTER EACH INLET IS PLACED
SEED SOD & LANDSCAPE AROUND
UNITS FINISHED
WATER AS NEEDED
AFTER FINISHED GRADING AROUND FINISHED UNITS
REMOVAL OF STRAW BALES
REMOVAL OF INLET PROTECTION
REMOVAL OF SILT FENCE
fir A. it ♦ -11. rAf% .. A •Tee....
N A
N4A
N/A
•w...
AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED
AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED
AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED
'i• - JCL %.#"MR I rvR MMIII ICI\/1NUL PtCWIKLMLN IJ
Wheat or Rye
Oats
Annual Ryegrass
Non - irrigated*
Irrigated
Dormant
Seeding**
Temporary Seeding Dates
irrigation needed during this period:' To control
k _ erosion at times other than in the shaded areas,
use mulch.
* Late summer seeding dates may be extended 5 days
If mulch Is applied.
** Increase seeding application by 507..
FIGURE 5 -3
Temporary Seedings
moon
Kind of Seed
1000 Sq. Ft. Acre
Remarks
Wheat or Rye
3.5 lbs. 2 bu.
Cover seed 1' to
an=
1 1/2" deep
Spring Oats
2.3 lbs. 3 bu.
MENEM
1//'S
Annual ryegrass
1 lb. 40 lbs.
Cover seed 1/4 "deep*
0MI-Mr,
On,
Ora
, III,.
FE
SEE
MEN
Permanent
------
Seeding
----------
Date�
■
NON
No
I
W51
irrigation needed during this period:' To control
k _ erosion at times other than in the shaded areas,
use mulch.
* Late summer seeding dates may be extended 5 days
If mulch Is applied.
** Increase seeding application by 507..
FIGURE 5 -3
* Not necessary where mulch is applied.
i
t--
�t Z
Fi•j F�--
J
Z
O N
U
(Y� Z N 53 0 W W
/�� 0 -0N
W J W
W .-�
> Z5 It
0 > t N O
Q Q U
�
W Z LL c
V �v`
0 W J Qi
� C
gwm z JJ^ >
(If ° °'
U WQ L
U) ZQz ^�
< Z N
u�
X
O w
W
Z
Z
w
J
U
z �to
�
}o o
mL0
W
ow
noo J
Z
0
0 0
Z 06
0
(1)
o •-
V)
0
W V)
W ^ cd"i.IF
U)
W
0
H �z
C/) o W Q
W¢�o
W�oz
�Qmj
Mr W
W
�U
W o
CNI
J
m
\� \``�,\i i iwi4''�� //
• R /
No.
PE19800489
STATE OF
�0 a
1111NAL%E
BY:
DATE:
SHEET
C103
OF
8
OB #: MMX.001
Temporary Seedings
Kind of Seed
1000 Sq. Ft. Acre
Remarks
Wheat or Rye
3.5 lbs. 2 bu.
Cover seed 1' to
1 1/2" deep
Spring Oats
2.3 lbs. 3 bu.
Cover seed 1" deep
Annual ryegrass
1 lb. 40 lbs.
Cover seed 1/4 "deep*
* Not necessary where mulch is applied.
i
t--
�t Z
Fi•j F�--
J
Z
O N
U
(Y� Z N 53 0 W W
/�� 0 -0N
W J W
W .-�
> Z5 It
0 > t N O
Q Q U
�
W Z LL c
V �v`
0 W J Qi
� C
gwm z JJ^ >
(If ° °'
U WQ L
U) ZQz ^�
< Z N
u�
X
O w
W
Z
Z
w
J
U
z �to
�
}o o
mL0
W
ow
noo J
Z
0
0 0
Z 06
0
(1)
o •-
V)
0
W V)
W ^ cd"i.IF
U)
W
0
H �z
C/) o W Q
W¢�o
W�oz
�Qmj
Mr W
W
�U
W o
CNI
J
m
\� \``�,\i i iwi4''�� //
• R /
No.
PE19800489
STATE OF
�0 a
1111NAL%E
BY:
DATE:
SHEET
C103
OF
8
OB #: MMX.001
A3) PROJECT DESCRIPTION
This project is located along the east side of Shelborne Road, and Just south of
121st street. The site is 5.95 acres overall and will be split Into 3 lots with equal
frontage. The site contains an existing farmhouse with several accesory building.
The site has 2 drive entrances and these entranes will be improved to give access
to the three lots.
(A4) VICINITY MAP
The vicinity map showing the project location can be seen
on sheet C100.
(A5) LEGAL DESCRIPTION
The legal land description can be seen on sheet C102.
Latitude: # N 39'57.7'
Longitude: # W 8613.3'
(A6) LOT LOCATION ANn (;ITF IMPROVFMFNTq
The lot boundaries and numbers, utility location, roads,
structures and common areas can be seen on the primary
plat (Sheet C102).
(A7) HYDROLOGIC UNIT CODE
HUC -14: # 05120201120080
131) POTENTIAL CONSTRUCTION POLLUTANTS
Potential pollutants sources relative to a construction site may include. but are not limited to
material and fuel storage areas, fueling locations, exposed soils and leaking vehicle /equipment.
Potential pollutants that may appear at the site due to construction activities include, but are not
limited to diesel fuel, gasoline, concrete and concrete washout, solid waste, sediment, paint and
solvents, equipment repair products, anti - freeze and fertilizer.
(132) STORMWATER QUALITY SEQUENCE
STEP # 1: INSTALL CONSTRUCTION ENTRANCE.
STEP # 2: INSTALL SILT FENCE ALONG THE BOUNDARY LINE OF THE
DEVELOPMENT AREA WHERE NOTED.
STEP # 3: INSTALL STORM CROSSINGS AT ENTRANCE
STEP # 4: INSTALL TEMPORARY SEDIMENT CONTROL
STEP # 5: ESTABLISH BUILDING PADS.
STEP # 6: FINISH GRADE SWALES, SLOPES, & MOUNDS. SEED ALL AREAS
AS NOTED, AND INSTALL EROSION CONTROL BLANKETING
WHERE NOTED.
STEP # 7: 1;t COMPLETE ENTRANCE
STEP # 8: CONSTRUCT BUILDINGS AND FINAL GRADE OF SURROUNDING
AREAS.
STEP # 9: INSTALL FINAL SEEDING.
NOTE: INSTALL TEMPORARY SEEDING AFTER A SPECIFIC STAGE OF CONSTRUCTION
HAS BEEN COMPLETED (TEMPORARY OR FINAL) WHERE AREAS WILL BE IDLE OF
CONSTRUCTION ACTIVITIES FOR A PERIOD OF 15 DAYS OR MORE.
(A8) REQUIRED STATE OR FEDERAL WATERAUALITY PERMITS
There are no required State or Federal water quality permits
for the project site.
1.
A9 STORMWATER DISCHARGE POINTS
The site's runoff will direct discharge to the legal drain to the east.
2.
3.
(A10) SITE WETLANDS, LAKES AND WATER COURSES
There is an small existing pond on the site. This pond will remain
undisturbed and remain on the site.
4.
A11 RECEIVING WATERS
Runoff from the project site will be recieved by the Long Branch of Eagle Creek.
The branch is label as the JW Brendel Drain per the Hamilton County Regulated
Drain map. 5.
Al2 POTENTIAL DISCHARGES TO GROUNDWATER
6.
There are no sinkholes or uncapped abandoned wells located on the project site or
downstream of the project site. There are also no infiltration practices planned for
the project.
7.
'A13 100 YEAR FLOODPLAIN, FLOODWAYS AND FRINGES 8.
The project site does not lie within a 100 year floodplain.
9.
'A14 ESTIMATED PEAK DISCHARGE
EX 1 10.
Pre-construction: 2-year run -off 3. 69cfs
10 -year run -off 5. 73cfs
100 -year run -off 8. 30cfs
PR1
Post- construction: 2-year run -off 3. 69cfs
10 -year run -off 5. 73cfs
100 -year run -off 8. 30cfs
These numbers were calculated using the
rational method.
A15 ADJACENT LANDUSE
The existing land uses adjacent to the site are as follows:
North: Residential
West: Residential
South: Residential
East: Residential
(A16) CONSTRUCTION LIMITS
The overall disturbed area is +/ -2.00 acres.
A17 EXISTING VEGETATIVE COVER
The existing site is currently covered with grass vegetation, and a
few trees.
A18 SOILS MAP
The soils map Is located on sheet C100. Soil maps from the United States Department of
Agriculture, Soil Conservation Service, identify BROOKSTON Silty Clay loam (Br - 359 site)
,MIAMI Silty looms (MmB2 - 35% site), (MmC2 - 309 site).The BROOKSTON Silty Clay loam
is a type 'B' soil, and the MIAMI looms are type 'B' soils.
A20) OFF -SITE CONSTRUCTION PLAN
Off -site services will be payed for by the utility or local government agency.
A21
SOIL STOCKPILE. BORROW__AND/OR DISPOSAL
There w I I I be no soil stockpile for the project s I te.
11.
12.
GENERAL NOTES.
CONTRACTOR SHALL INSTALL ALL REQUIRED SILT FENCES,
SILT TRAPS, TREE PROTECTION AND INLET PROTECTION FOR
EXISTING INLETS PRIOR TO THE START OF ANY EARTH MOVING
OR STRIPPING.
CONTRACTOR SHALL INSTALL A STONE CONSTRUCTION
ENTRANCE OR SOME OTHER DEVISE PRIOR TO THE START OF
EARTHWORK AS NECESSARY TO PREVENT SOIL FROM BEING
TRACKED OR WASHED INTO EXISTING ROADWAYS.
LAND ALTERATIONS WHICH STRIP THE LAND OF VEGETATION,
INCLUDING REGRADING, SHALL BE DONE IN A WAY THAT WILL
MINIMIZE EROSION. WHENEVER FEASIBLE, NATURAL
VEGETATION SHALL BE RETAINED AND PROTECTED. AS
GRADING IS DONE, INSTALL SILT TRAPS, SILT FENCES, SLOPE
DRAINS, TEMPORARY DIVERSIONS AND OTHER RUNOFF
CONTROL MEASURES AT APPROPRIATE LOCATIONS TO KEEP
SEDIMENT CONTAINED ON SITE.
ALL DISTURBED AREAS SHALL BE SEEDED AND STRAW
MULCHED AS SHOWN ON THE PLANS IMMEDIATELY AFTER
COMPLETION OF GROUND ACTIVITY. FOR LARGE PROJECTS,
THIS SEEDING SHOULD BE COMPLETED IN PHASES AS THE
DIFFERENT AREAS OF THE SITE ARE COMPLETED.
PERMANENT AND FINAL VEGETATION OR STRUCTURAL
EROSION CONTROL DEVICES SHALL BE INSTALLED AS SOON AS
PRACTICAL UNDER THE CIRCUMSTANCES.
THE DURATION OF TIME WHICH AN AREA REMAINS EXPOSED
SHALL BE KEPT TO A PRACTICAL MINIMUM DEPENDING UPON
THE WEATHER. IF CONSTRUCTION ACTIVITY IS TO CEASE FOR
MORE THAN TWO WEEKS, THE DISTURBED AREAS SHALL BE
TEMPORARILY SEEDED.
ALL STORM SEWER INLET PROTECTION DEVICES SHALL BE PUT
IN PLACE AT THE TIME EACH INLET IS CONSTRUCTED.
THE CONTRACTOR SHALL MAINTAIN EROSION CONTROL
MEASURES AND DEVICES DURING CONSTRUCTION AND UNTIL
SILTATION OF THE STREETS AND STORM SEWERS WILL NO
LONGER OCCUR.
ONCE ONSITE EROSION AND SILTATION OF THE STREETS AND
STORM SEWERS WILL NO LONGER OCCUR, THE CONTRACTOR
SHALL REMOVE AND DISPOSE OF THE TEMPORARY EROSION
CONTROL DEVICES.
THESE GENERAL PROCEDURES MAY NOT COVER ALL
SITUATIONS. REFER TO EROSION CONTROL PLANS FOR
SPECIFIC NOTES AND ADDITIONAL DETAILS
EROSION CONTROL TO COMPLY WITH INDIANA 327 IAC AND
RULE #5, AND INDIANA HANDBOOK FOR EROSION CONTROL IN
DEVELOPING AREAS
ADDITIONAL EROSION CONTROL MEASURES MAY BE
REQUIRED IN THE FIELD BY THE INSPECTOR.
133) CONSTRUCTION ENTRANCE INFORMATION
The location of the construction entrance is on sheet C103. The construction entrance
specifications are on sheet C103.
(134) SHEET FLOW SEDIMENT CONTROL,
Silt fence, temporary seeding and erosion control matting will be used as erosion
control measures for sheet flows. The details and specifications for each stated
sediment control measure is on sheet C103.
,'135) CONCENTRATED FLOW SEDIMENT CONTROL
Rip rap will be installed at storm crossings along the road, and temporary seeding
will be used for erosion control measures for concentrated flows. The details and
specifications for each stated sediment control measure is on sheet C103.
(136) INLET PROTECTION LOCATIONS AND SPECS
There are no Inlets located on the site.
137) RUNOFF- CONTROL MEASURES
The runoff control measures are the some as those listed for sheet and
concentrated flow control. The locations of each measure are on sheet C103.
The details and specifications of each runoff control measure are on sheet C103.
'138) OUTLET PROTECTION SPECIFICATIONS
Rip -rap will be used for outlet protection. The location of the outlet protection can
be seen on sheet C103. The details and specifications for each outlet protection
measure are on sheet C103.
'139) GRADE STABILIZATION MEASURES
No grade stabilization structures were needed on the project site.
'B10) STORMWATER OLIAI ITY nFTAII
N/A
B11) TEMPORARY SURFACE STABILIZATION
Temporary seeding and erosion control matting will be used as temporary surface
stabilization measures. The location of each temporary surface stabilization
measure are on sheet C103. The details and specifications for each stated
measure are on sheet C103.
(1312) PERMANENT SURFACE STABILIZATION
Permanent seeding and erosion control matting will be used as permanent surface
stabilization measures. The location of each permanent surface stabilization
measure are on sheet C103. The details and specifications for each stated
measure are on sheet C103.
613) MATERIAL HANDLING AND SPILL PREVENTION
Expected materials that may appear at the site due to construction activities include, but are not limited to petroleum products, fertilizers,
paint and solvents, and concrete. Materials shall be stored in the designated material storage area.
Spill prevention for vehicle and equipment fueling shall conform to the following practices: vehicle equipment fueling procedures and
practices are designed to prevent fuel spills and leaks, and reduce or eliminate contamination of stormwater. This can be accomplished by
using offsite facilities, fueling in designated areas only, enclosing or covering stored fuel, implementing spill controls, and training employees
and subcontractors in proper fueling procedures. Limitations: Onsite vehicle and equipment fueling should only be used where it is impractical
to send vehicles and equipment offsite for fueling. Sending vehicles and equipment offsite should be done in conjunction with a Stabilized
Construction Entrance/Exit. Implementation: Use offsite fueling stations as much as possible. Discourage "topping -off" of fuel tanks.
Absorbent split cleanup materials and spill kits should be available in fueling areas and on fueling trucks, and should be disposed of properly
after use. Drip pans or absorbent pads should be used during vehicle and equipment fueling, unless the fueling Is performed over an
Impermeable surface in a dedicated fueling area. Use absorbent materials on small spills. Do not hose down or bury the spill. Remove the
absorbent materials promptly and dispose of properly. Avoid mobile fueling of mobile construction equipment around the site; rather,
transport the equipment to designated fueling areas. Train employees and subcontractors In proper fueling and cleanup procedures. Dedicated
fueling areas should be protected from stormwater runon and runoff, and should be located at least 50 ft away from downstream drainage
facilities and watercourses. Fueling must be performed on level -grade area. Protect fueling areas with berms and dikes to prevent runon.
runoff, and to contain spills. Nozzles used in vehicle and equipment fueling should be equipped with an automatic shutoff to control drips.
Fueling operations should not be left unattended. Federal, state, and local requirements should be observed for any stationary above ground
storage tanks.
Vehicles and equipment should be inspected each day of use for leaks. Leaks should be repaired immediately or problem vehicles or
equipment should be removed from the project site. Keep ample supplies of spill cleanup materials onsite. Immediately clean up spills and
properly dispose of contaminated soils.
Spill prevention for solid waste shall conform to the following practices: Solid waste management procedures and practices are designed
to prevent or reduce the discharge of pollutants to stormwater from solid or construction waste by providing designated waste collection areas
and containers, arranging for regular disposal, and training employees and subcontractors. Solid waste generated from trees and shrubs
removed during land clearing, demolition of existing structures, and building construction. Packaging materials including wood, paper, and
plastic. Scrap or surplus building materials including scrap metals, rubber, plastic, glass pieces and masonry products. Domestic wastes
Including food containers such as beverage cans, coffee cups, paper bags, plastic wrappers, and cigarettes. Construction wastes including
brick, mortar, timber, steel and metal scraps, pipe and electrical cuttings, non - hazardous equipment parts, Styrofoam and other package
construction materials. Select designated waste collection areas onsite. Inform trash - hauling contractors that you will accept only watertight
dumpsters for onsite use. Inspect dumpsters for leaks and repair any dumpster that is not watertight. Provide on adequate number of
containers with lids or covers that can be placed over the container to keep rain out or to prevent loss of wastes when it Is windy. Plan for
additional containers and more frequent pickup during the demolition phase of construction. Collect site trash daily, especially during rainy
and windy conditions. Remove this solid waste promptly since erosion and sediment control devices tend to collect litter. Make sure that
toxic liquid wastes (sued oils, solvents and paints) and chemicals (acids, pesticides, additives, curing compounds) are not disposed of in
dumpsters designed for construction debris. Do not hose out dumpsters on the construction site. Leave dumpster cleaning to the trash
hauling contractor. Arrange for regular waste collection before containers overflow. Clean up immediately if a container does spill. Make sure
that construction waste Is collected, removed, and disposed of only at authorized disposal areas. Solid waste storage areas should be located
at least 50 ft from drainage facilities and watercourses and should not be located in areas prone to flooding or ponding. inspect construction
waste area regularly. Arrange for regular waste collection.
Spill prevention for concrete washout shall conform to the following practices: Store dry and wet materials under cover, away from
drainage areas. Avoid mixing excess amounts of fresh concrete. Perform washout of concrete trucks offsite or in designated areas only. Do
not wash out concrete trucks into storm drains, open ditches, streets. or streams. Do not allow excess concrete to be duped onsite, except
In designated areas. Locate washout areas at least 50 ft from storm drains, open ditches, or water bodies. Do not allow runoff from this
area by constructing a temporary pit or bermed area large enough for liquid and solid waste. Wash out wastes into the temporary pit where
the concrete can set. be broken up. and then disposed properly. Avoid creating runoff by draining water to a bermed or level area when
washing concrete to remove fine particles and expose the aggregate. Do not wash sweepings from exposed aggregate concrete into the
street or storm drain. Collect and return sweepings to aggregate base stockpile or dispose in the trash.
The cleanup parameters shall conform to the following practices: The developer / homeowners association shall be continually kept
informed, maintain lists of qualified contractors and available Vac - trucks, tank pumpers and other equipment readily accessible for cleanup
operations. In addition, a continually updated list of available absorbent materials and cleanup supplies should be kept on site. All
maintenance personnel will be made aware of techniques for prevention of spills. They will be informed of the requirements and procedures
outlined in this plan. They will be kept abreast of current developments or new information on the prevention of spills and / or necessary
alteration to this plan. When spills occur which could endanger human life and this become primary concern. the discharge of the life saving
protection function will be carried out by the local police and fire departments. Absorbent materials, which are used in cleaning up spilled
materials, will be disposed of in a manner subject to the approval of the Indiana Department of Environmental Management. Flushing of
spilled material with water will not be permitted unless so authorized by the Indiana Department of Environmental Management.
Spill prevention for vehicle and equipment maintenance shall conform to the following practices: Prevent or reduce the contamination of
stormwater resulting from vehicle and equipment maintenance by running a "dry and clean site ". The best option would be to perform
maintenance activities at an offsite facility. If this option is not available then work should be performed in designated areas only, while
providing cover for materials stored outside, checking for leaks and spills, and containing and cleaning up spills immediately. These procedures
are suitable on all construction projects where an onsite yard area Is necessary for storage and maintenance of heavy equipment and vehicles.
Onsite vehicle and equipment m0ritenonce should only be used where it is Impractical to send vehicles and equipment offsite for maintenance
and repair. Sending vehicles / equipment offsite should by done in conjunction with a stabilized construction entrance / exit. Out door
vehicle or equipment maintenance is a potentially significant source of stormwater pollution. Activities that can contaminate stormwater
include engine repair and service, changing or replacement of fluids, and outdoor equipment storage and parking (engine fluid leaks). If
maintenance must occur onsite, use designated areas, located away from drainage courses. Dedicated maintenance areas should be protected
from stormwater runon and runoff, and should be located at least 50 ft from downstream drainage facilities and water courses. Drip pans or
absorbent pads should be used during vehicle and equipment maintenance work that involves fluids, unless the maintenance work is performed
over and impermeable surface in a dedicated maintenance area. Place a stockpile of spill cleanup materials where it will be readily accessible.
All fueling trucks and fueling areas are required to have spill kits and /or use other spill protection devices. Use absorbent materials on small
spits. Remove the absorbent materials promptly and dispose of properly. inspect onsite vehicles and equipment daily at startup for leaks,
and repair immediately. Deep vehicles and equipment clean; do not allow excessive buildup of oil and grease. Segregate and recycle wastes,
such as greases, used oil or oil filters, antifreeze, cleaning solutions, automotive batteries, hydraulic and transmission fluids. Provide
secondary containment and covers for these materials If stored onsite. Train employees and subcontractors in proper maintenance and spill
cleanup procedures. Drip pans or plastic sheeting should by placed under all vehicles and equipment placed on docks, barges, other
structures over water bodies when the vehicle or equipment is planned to be idle for more than 1 hour. Properly dispose of used oils, fluids,
lubricants, and spill cleanup materials. Properly dispose of or recycle used batteries. Do not place used oil in a dumpster or pour into a
storm drain or water course. Properly dispose of used oils, fluids, lubricants, and spill cleanup materials. Don not bury tires. Repair leaks
of fluids and oil immediately.
Spill prevention for fertilizers shall conform to the following practices: Fertilizer's used will be applied only in the minimum amounts
recommended by the manufacturer. Once applied, fertilizer will be worked into the soil to limit exposure to storm water. The contents of any
partially used bags of fertilizer will be transferred to a sealable plastic bin to avoid spills.
Spill prevention for paint and solvents shall conform to the following practices: All containers will be tightly sealed and stored when not
required for use. EXCESS PAINT WILL NOT BE DISCHARGED TO THE STORM SEWER SYSTEM but will be properly disposed of according to
manufacturers' instructions or State or local regulations.
Spill prevention and cleanup shall conform to IDEM form 327 IAC 2 -6 and the Carmel Fire Department shall be contacted In the case of
a material spill occurring .
MONITORING AND MAITENANCE GUIDELINES
EROSION CONTROL SCHEDULE
EROSION CONTROL MEASURE
* MAINTENANCE
INSTALLATION SEQUENCE
STONE ENTRANCE
AS NEEDED
PRIOR TO CLEARING AND GRADING
SILT FENCE
WEEKLY AFTER STORM EVENTS AND AS NEEDED
PRIOR TO CLEARING AND GRADING
TREE PROTECTION
WEEKLY AFTER STORM EVENTS AND AS NEEDED
PRIOR TO CLEARING AND GRADING
TEMPORARY DIVERSIONS
WEEKLY AFTER STORM EVENTS AND AS NEEDED
ALONG WITH ROUGH GRADING
RIP -RAP HORSESHOE
WEEKLY AFTER STORM EVENTS AND AS NEEDED
IMMEDIATELY AFTER DETENTION BASIN CONSTRUCTION
PERMANENT SEEDING
WATER AS NEEDED
AFTER FINISH GRADING
EROSION CONTROL MATTING
WEEKLY AFTER STORM EVENTS AND AS NEEDED
AFTER FINISH GRADING
STRAW BALES
WEEKLY AFTER STORM EVENTS AND AS NEEDED
AFTER FINISH GRADING
SEED SOD & LANDSCAPE AROUND
WATER AS NEEDED
AFTER FINISHED GRADING AROUND FINISHED UNITS
UNITS FINISHED
REMOVAL OF STRAW BALES
N/A
AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED
REMOVAL OF INLET PROTECTION
REMOVAL OF SILT FENCE
N A
N/A
AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED
AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED
REMOVAL OF RIP RAP HORSESHOE
N A
AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED
* - Ott (AAK I MK MAIN ItNANGt KtQUIKEiNIENTS
EROSION CONTROL MEASURES MAINTENANCE REQUIREMENTS
STRAW BALE DAM MAINTENANCE REQUIREMENTS
1. INSPECT STRAW BALE DAMS AFTER EACH STORM EVENT AND PROMPTLY REMOVE ANY
SEDIMENT DEPOSITS TO ENSURE ADEQUATE EX
UATE STORAGE VOLUME FOR THE T RAIN,
TAKING CARE NOT TO UNDERMINE THE ENTRENCI•IED BAI ES.
2 INSPECT PERIODICALLY FOR DETERIORATION OR DAMAGE FROM CONSTRUCTION
ACTIVITIES AND REPAIR IMMEDIATELY.
a AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABIIUZED, REMOVE ALL
STRAW BALES AND SEDIMENT, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE
iT.
SILT FENCE MAINTENANCE REQUIREMENTS
I. INSPECT THE SILT FENCE PERIODICALLY AND AFTER EACH STORM
EVEN T.
2 F FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY MCOMES
INEFFECTIVE, REPLACE THE AFFECTED PORTION IMi►IEDIATELY.
3. REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT
ITS LOWEST POINT OR iS CAUSING THE FABRIC TO BULGE
4. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEAN OUT.
5. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABUM, REMOVE THE FENCE
AND SEDIMENT DEPOSITS, BRING THE DSTURBED AREA TD MADE, AND STABtJZE.
TEMPORARY SEDMT TRAP MAINTENANCE REQUIREMENTS
I. INSPECT 101ORM SEDIMENT TRAPS AFTER EACH STORM EVENT AND IMMEDIATELY
REPAIR ANY EROSION ANA PIPING HOLES.
2 REMOVE SEDIMENT WHEN IT HAS ACWMLtAlS TO ONE -HALF THE DESIGN DEPTH.
3. REPLACE SPILLWAY GRAVEL FACING F CLOGGED.
4. INSPECT VEGETATION, AND RE -SEED F NECESSARY.
56 CHECK THE SPILLWAY DEPTH PERIODICALLY TO ENSURE A MINIMUM OF 1.5 FT. DEPTH
FROM THE LOWEST POINT OF THE SETTLED EMBANKMENT TO HIGHEST POINT OF THE
SPILLWAY CREST, AND FILL ANY LOW AREAS TO MAINTAIN DESIM ELEVATION. 6. PROMPTLY REPLACE ANY DISPLACED RIPRAP, BEING CAREFUL THAT NO STONES IN THE
SPILLWAY ARE ABOVE DESIGN GRADE.
7. AFTER ALL DISTURBED AREAS HAVE BEEN STABI M, REMOVE THE STRUCTURE AND
SEDIMENT. SMOOTH THE SITE TO BLEND WITH ADJ NNG AREAS, AND STABLIM
SANDBAG CURB INLET SEDIMENT BARRIER MAINTENANCE REQUITEMENTS
1. INSPECT FREQUENTLY FOR DAMAGE BY VEHICULAR TRAFFIC` AND REPAIR IF
NECESSARY.
2 INSPECT AFTER EACH STORM EVENT.
36 REMOVE SEDIMENT, WITHOUT FLUSHING` WFEN R REACHES HALF THE HEIGHT OF THE
BARRIER.
4. DEPOSIT REMOVED SEDIMENT WHERE IT WILL NOT ENTER STORM DRAINS
BLOCK AND GRAVEL_ CURB INLET PROTECTION MAINTENANCE REQUIREMENTS
1. AFTER EACH STORM EVENT, REMOVE THE SEDILUTwAND REPLACE THE GRAVEL;
REPLACE THE GEOTDMLE FAEIRIC, F USED.
2 PERIODICALLY MOVE SEDIMENT MID MCKEU -ON SOL FROM THE STREET, wTHOUT
FLUSHK TO REDUCE THE SEDIMENT LOAD ON THE CURB INLET PROTECTKXN.
36 INSPECT PERJODICALLY FOR DAMAGE AND REPAIR; KEEP GRATES FREE OF DEBRIS.
4. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE
GRAVEL, WIRE (MESH. GEOTDMLE FABRIC, AND ANY SEDI", AND DISPOSE OF THEM
PROPERLY.
EROSION CONTROL BLANKET (SURFACE APPLIED) MAINTENANCE REQUIREMENTS
1. DURING VEGETATIVE ESTABLISHMENT, INSPECT AFTER STORM EVENTS FOR ANY
EROSION BELOW THE BLANKET.
2 F ANY AREA SHOWS EROSION, PULL BACK THAT PORTION OF THE BLANKET COVERING
IT, ADD SOIL„ RE -SEED THE ARE& ANA RE-UIY AND STAPLE THE BI M0.
3. AFTER VEGETATIVE ESTABLISHMENT, CHECK THE TREATED AREA PERIODICALLY.
TEMPORARY GRAVEL. CONSTRUCTION ENTRANCE MAINTENANCE REQUIREMENTS
1. INSPECT ENTRANCE PAD AND SEDIMENT DISPOSAL AREA CRY ANA AFTER STORM
EVENTS OR WAVY USE
2 RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL
3. TOPORESS WITH CLEAN STONE AS NEEDED.
4. IMMEDIATELY REMOVE MUD ANA SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS
BY BRUSI-I NG OR SWEEPING. FLUSHING SHOULD ONLY BE USED IF THE WATER IS
CONVEYED INTO A SEDIMENT TRAP OR BASIN.
56 REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY.
L( C7) POTENTIAL LANDUSE POLLUTANTS
Potential pollutant sources that may appear at the site due to proposed land use
activities, but are not limited to vehicles, exposed soil and trash. Potential pollutants
Include, but are not limited to oil, grease, diesel fuel, gasoline, anti - freeze, auto
soap and fertilizer.
(C2) STORMWATER__ QUALITY IMPLEMENTATION
Final stormwater quality measures will be implemented after buildings are finished and
grading Is finalized. Sequences of stormwater quality items are described in the
erosion control schedule in Section B2.
C31 STORMWATER QUALITY DESCRIPTION
The overall design has an emphasis on minimization of impervious area and
maximization of open space. The detention area has been designed for the longest
travel time to allow for suspended solids to settle to the basin floor. Permanent
seeding, the use of swales, and the implementation of a landscaping plan will help in
the reduction of pollutants in stormwater run -off.
(C5) MAINTENANCE GUIDELINES
The maintenance for the proposed post - construction water quality measures will be
provided for by the Home Owners Association.
0 o'
W
J
414 Z
O () N
�04 Z N
W w
O
a_ N
a N
Ww��
Z U
> Q N U
0
W
V _ _
O 0 W co o
> CE
J -� M -
H 0 00 ^ rn
W U Q
(0 Z Z N
Z N F
g `M ?
u7
®= W Cr
w
W
Z
CSI
Z
W
J
>
v
J
0
�
Z
H
OO
()
<
Z
�
0U
U)w
Oa
W
COS
�o-
o}pos
r-
LO
g Q_
O
V)
iuJ 1 1 1 1
0: C4
W
0
�
a
o
a
Q
o
Z z
W�0-
w
�U
W o
J
m
```����Illll►leel,�,J�i
No. ;
_
r
PE19800489
STATE OF ,•'
0I�ONA� 1E %���
BY:
DATE:
SHEET
C104
OF
8
JOB #: MMX.001
121 st
s
• i
i
I {
• J
{!
i !!
i j o Al
10 1 ASPHALT PA T H
T
Gordon and McClear�r
tnstr. # 9809806330 -
0 BE CONSTRUCTED �\
IN FUTURE
1\ ,
45 R /W/ Boundary Line (See Noted
/ 7 2,0 ,SETBACK ,
In-C
LOVI
{
= ` 1 \ ` .• ti's, / �� // // / t
970 1 t , f cV J
\
Fso,9
2.57
909 Q
`� I + + J 1`r _ ` _40 • t t i /' r 15' SETBACK
44 / + , / ! r t t , , / �\
1— -4— — _ _
S�Tk CK \ \ 1 t j ! ( ► j / •'
EXISTING
POND
LOT 2
7- J .7 '' 1 97 AC J j A `
905.0 J J ; / /j , �� o/ .`off`
t � �' :. :� ` � ,' _ ' /' ,' ' ` ' / —T- -_` /' � •-- ` ,' 15' SETBACK/ ��' '�,�o
`► •:.. ! /J 111 15' SETBACK
YZ
/ (0
rn
Co
JJ JJ �
J / / /
ILI' '
20' SETBACK
(f Boun -dary Line (See Note)
•.
C
1
/
O
1
-s..�•
l J
W
W
CL
W
W
00
V)
0
N
/ (0
rn
Co
JJ JJ �
J / / /
ILI' '
20' SETBACK
(f Boun -dary Line (See Note)
•.
C
J
/
W
U)
W
W
CL
W
W
00
V)
0
Connor
instr. #8904459
to At
XX
PLAN
FENCING ROOT PROTECTION
CHAIN LINK FENCING TO BE PROVIDED AND MAINTANED
AT DRIPLINE
ENGINEER'S APPROVAL REQUIRED FOR USE /ACCESS
WITHIN ZONE B. PERMISSION FOR USE /ACCESS REQUIRES
SURFACE PROTECTION FOR ALL UNFENCED, UNPAVED
SURFACES WITHIN ZONE B
* SURFACE PROTECTION MEASURES
1. MULCH LAYER, 6 - -8 -DEPTH
2. 3/4- PLYWOOD
3. STEEL PLATES
TR NCHING,/EXCAVATION
ZONE -A (CRITICAL ROOT ZONE)
I. NO DISTURBANCE ALLOWED WITHOUT SITE — SPECIFIC
INSPECTION AND APPROVAL OF METHODS TO MINIMIZE
ROOT DAMAGE
z. SEVERANCE OF ROOTS LARGER THAN 2 -DIA REQUIRES
ENGINEER'S APPROVAL
i• TUNNELING REQUIRED TO INSTALL LINES 3' —O -BELOW
GRADE OR DEEPER
ZONE B DRIPLINE
• OPERATION OF HEAVY EQUIPMENT AND /OR STOCKPILING
OF MATERIALS SUBJECT TO ENGINEERS APPROVAL
SURFACE PROTECTION* MEASURES REQUIRED
TRENCHING ALLOWED AS FOLLOWS:
— EXCAVATION BY HAND OR WITH HAND — DRIVEN TRENCHER
MAY BE REQUIRED
— LIMIT TRENCH WIDTH. DO NOT DISTURB ZONE A
MAINTAIN 2/3 OR MORE OF ZONE B IN UNDISTURBED
CONDITION
TUNNELING MAY BE REQUIRED FOR TRENCHES DEEPER
THAN 3' —O-
_'ONE C (FEEDER ROOT ZONE)
OPERATION OF HEAVY EQUIPMENT AND /OR STOCKPILING
OF MATERIALS SUBJECT TO ENGINEERS APPROVAL
SURFACE PROTECTION* MEASURES MAY BE REQUIRED
TRENCHING WITH HEAVY EQUIPMENT ALLOWED AS
FOLLOWS:
— MINIMIZE TRENCH WIDTH
— MAINTAIN 2/3 OR MORE OF ZONE C IN UNDISTURBED
CONDITION
MATURE TREE PROTECTION.
LEGEND
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING SANITARY SEWER
w EXISTING WATER UNE PW *
G EXISTING GAS UNE
E EXISTING ELECTRIC LINE
T EXISTING TELEPHONE LINE
°M cub EXISTING OVERHEAD UTILITIES
- - 000 _ _ _ _ - EXISTING CONTOUR
000 PROPOSED CONTOUR
000.oc TOP OF CURB GRADE
000.00
GUTTER OF CURB GRADE
000.00 ALL OTHER FINISH GRADES
M.E. MATCH EXISTING GRADE
FLOW ARROYO
0 MATURE TREES 16' OR GREATER TO BE PRESERVED
Tree Protection For Construction Sites
1 Protective Maintenance: The contractor shall provide maintenance
and care for existing trees required to be protected on site and adjacent to any project
or construction site during construction activities and to ensure that existing trees survive
and are not damaged.
2 Soil Compaction Prevention
-To prevent soil compaction, designated routes for equipment and foot traffic by
work crews shall be determined prior to commencing construction.
-The contractor shall inform all construction crew members on the site of access
routers and will ensure that only these routes are used
-To prevent tree root smothering, no soil stockpiles, supplies, equipment, or any
other material shall be placed or stored within a tree dripline or within 15 feet of the
tree trunk for column - shaped trees, whichever distance is greater.
-Soil around a tree dripline may be required to be aerated during and after
construction activities. This is necessary even when compaction results from heavy
foot traffic.
3 Root Protection
- Tree roots shall not be cut unless cutting is unavoidable.
-When root cutting is unavoidable, a clean, sharp cut shall be made to avoid
shredding or smashing. Root cuts should be made back to a lateral root.
- Whenever possible, tree roots should be cut between late fall and bud opening, when
root energy supplies are high and conditions are least favo�raile for'disease causing
agents.
4 Tree Fencing
- Fencing material shall encircle any tree whose outer dripline edge is within 20 feet of
any construction activities.
- Fencing material shall be a bright, contrasting color, durable, and at least 4 feet high.
-Fence posts shall be comparable to metal T -posts or heavier posts and placed at
least 2 feet below ground
- Fencing material shall be placed at the dripline or at least 15 feet from any tree trunk,
whichever distance is greater, and maintained in an upright position throughout the
duration of construction activities.
-Heavy objects, such as wood pallets or metal railings, shall not lean against or come
into contact with any tree tCl&
5 Grade Changes: Grade changes, such as removing topsoil or adding fill material, shall not
occur within the dripline of any existing tree. If necessary as part of project or site
development, retaining walls and tree wells to maintain the existing grade within the dripline
of any tree may be acceptable when constructed prior to site grading changes near the tree.
ASSUMED NORTH
SCALE: 1"= 40
=MOM=
MUNUM
HOLEY MOLEY SAYS
"DON'T
DIG
BLIND'
"IT'S THE LAW"
CALL 2 WORKING DAYS BEFORE YOU DIG
1- 800 -382-5544
CALL. TOLL FREE
PER INDIANA STATE LAW IS -69 -1991.
IT IS AGAINST THE LAW TO EXCAVATE
WITHOUT NOTIFYING THE UNDERGROUND
LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING WORK.
J
z
Z 0 (14
Z
O W W
H
o
� "
LLr 11 W w Q N
rho ° >-�°
V co a°
W Z
''nn � .m
V v �
a ° J�co
zW J _J 21 c
0 0
Q
o a Q �
J N Z �
Lo v
- W
W
Z
z
W
U
z
CL
Z
0
F_
�o
M
o
Ll.l
�Q=
Q
W
U)
W
W
CL
W
W
00
V)
0
N
W W: C4 WS
U)
W
0
I¢—�
Wz
>- wQ
C/) QzZ
W��—
D Qm
w
w � U
0
J
m
BY:
DATE:
SHEET
L101
OF
n
aim. :. *1,
JOB #: MMX.001
EARTHWORK PIPE SYSTEMS
8. EARTH WORK BALANCE
1. SCOPE OF WORK A. The Contractor shall confirm all earthwork quantities
prior to start of construction. If an excess or E. Bituminous Pavement - Hot asphalt concrete 1. SCOPE OF WORK
shortage of earth is encountered, the Contractor pavement shall be as specified in Section 400 -410
A. Extent: The work r uired under this section shall confirm with the Owner and Engineer the of the Indiana Department of Transportation
eq requirements for stockpiling, removal importing ecifcations latest revisions. Paving will not The work under this section includes all storm sewers, J. Backfilling-
consists of all excavating, filling, rough grading ofgearth. P 9� P 9 be permitted during unfavorable weatfner o when storm water inlets, and related items, including
and related items necessary to complete the work the temperature is not in compliance with section excavating and backflling, necessary to complete the Bedding, haunching, and initial backfill for all RCP
indicated on the drawings and described in the P P work shown on the drawings. All work and materials shall installations shall be B- Borrow for Structure Badcfill
sppecifications. The Contractor shall motif in writing B. Minor adjustments to the grades may be required 401.05 of the INDOT Specifications. meet local specifications. meeting the material requirements of the INDOT.
tine owners and the Engineer of an changes, errors to earthwork balances when minor excess material P 9
• g y • 9 or shortages are encountered. It is recognized F. Utility Structures - Check for correct elevation Bedding shall be placed in the trench bottom such
or omissions found on the plans or in the field by the arties hereto that the calculations of the of afl manhole covers, valve boxes and similar 2. MATERIALS
before work is started or resumed. the Engineer in determining earthwork quantities structures located within areas to be paved, and that after the pipe is installed m grade and line,
9 9 � A. Storm Sewers there remains a 4 -inch minimum depth of material
shall be accomplished in accordance with the make, or have made, any necessary adjustments in
American Society of Civil Engineers Standards for such structures. below the pipe barrel and a minimum of 3- inches
1. In eneral, the items of work to be tfi 1. Reinforced concrete sewer pipe shall conform below the bell. For a sizes 66- inches and
9 such calculations. Further, at these calculations to ASTM C -76 latest revision, with ' ints P�
performed under this section shall include: are subject to the int retations of soil borings G. Placing Concrete j°• • larger, the minimum depth of material below the
J� erp 9 conforming to ASTTU C -443 latest revision when 9 P
clearing and grubbing, emovol of trees and as the physical limits of the various soil types, 9 • pipe barrel shall be 6- inches. Bedding
, haunchin
stumps where required), protection of trees P 1 Sub rode - Place concrete only on a moist, storm pipe is continuously submerged in water. p•p 9 9
P t P the allowable variation in finish grade and compaction 9 y and initial backfill shall be coma cted in 6 -inch
to remain , stri pping and storage of topsoil, permitted the contractor, and that all of these compacted subgrade or base free from loose P
fill compaction andd rough grading of entire parameters may couse either an excess or shortage material. Place no concrete on a muddy or 2. Aluminized type 2 corrugated steel i e shall maximum lifts to not less than 959 Standard
site. of actual earthwork materials to co lete the project. frozen sub rode. y depth g e manufactured in accordance with AA 0 M36 Proctor Density for the entire d th of the material
. �} P t e I vii 2 2 3 x 1 2 corrugations for placed. The backfill shall be brought up evenly on
2. Excavated material that is suitable may be If such an actual minor excess o s orta e of / / 9
y materials occurs, the contractor shall con-tact the 2 Forms -All forms shall be free from warp, � and 15 djameters; type IR with 3/4 x
used for fills. All unsuitable material and tight enough to prevent leakage and substantial 3 4 x 7 1 2 corru ations for 18 diameter both sides of the pipe for the full length of the
all surplus excavated material not required Engineer to determine if ad' stment can be made 9 9 P. 9 / / 9
to correct the imbalance ofNearth. enough to maintain their shape and position without and larger. The pipe shall be formed from pipe. Haunching shall extend to the springline of
shall be removed from the site. The or settling, when concrete is placed. an aluminized steel type 2, coil that conforms the pipe. The limit of initial backfill shall be
location of durpp and length of haul shall be prin§inj rms all be dean and smooth and coated with to AASHTO M274. The minimum gage thickness of 6- inches above the springline. Minimum trench
the Contractors responsibility. 9. TESTING form release before placement of concrete. the pipe shall be as follows: width shall be the outside diameter of the pipe plus
Diameter GTae P P P
3. Provide and place any additional fill A. Contractor shall hire at Contractors expence an independent 3. Placing Concrete - Concrete shall be 12" - 36" 16 18 inches. Final backfill for all RCP installations
material from off the site as may be soil testing service to assure soil compaction with scope deposited so as to require as little 42" - 48" 14 under and within 5 -feet of pavement shall be
necessary to produce the grades required. of testing to be approved by Engineer. Copies of test results rehandling as practicable. When concrete is 54" - 84" 12 B- Borrow for Structure Backfill meeting the material
Fill obtained from off site shall be of kind shall be submitted to the Engineer. to be placed at an atmospheric temperature of
and quality as specified for fills herein 35 degrees F. or less, paragraph 702.10 of requirements of INDOT and shall be compacted in
and the source approved by the Owner. the Indiana Department of Transportation 3. High density pol th ene pipe shall perform 6 -inch maximum lifts to not less than 959
Specifications latest revision shah be to AASNTO, M25Z and M2 4 Type S specifications, Standard PRoctor Density or the entire depth of
4. The Contractor shall accept the site as he followed. latest revision, and shall have material y
the material placed. The badk
finds it and shall remove all trash, rubbish STREETS AND PAVING specifications conforming to ASTM D1248 or fill for the top
and debris from the site prior to starting H. Concrete Curb D3350, latest revision. 6- inches of the excavation below the start of the
excavation. aggregate subbase of the pavement shall be No. 53
1. Expansion Joints - Shall be 1/2 inch thick B. Manholes Stone meeting the material requirements of the
B. Work not included: The following items in 1. SCOPE OF WORK premoulded at ends of all returns and at a
related work are specified and included m other maximum spacing of 100 feet. 1. Precast reinforced concrete manhole sections INDOT and shall be compacted to not less than 95
sections of these specifications: A. The work required under this section includes all and steps shall conform to ASTM C -478 latest 9 Standard Proctor Density.
concrete and bituminous paving and related items 2. Contraction Joints - Unless otherwise revision.
1. Excavation, grading and backfilling for . necessary to complete the work indicated on drawings provided, contraction joints shall be sawed
utility lines and described in the specifications, including but not joints spaced 20 feet on center. 2. Casting shall be of uniform quality, free Bedding, Haunching, and initial backfill materials,
limited to: from blow holes porosity, hard spots, placement and compactions for water mains, water
2. Storm drainage systems All streets, parking areas in con
3. Finish - Tamp and screed concrete as soon as shrinkage distortion or other defects. They service laterals, sanitary mains and sanitary service
tract limits placed, and fill any honey g gnbed places. shall be smooth and well cleaned by shot
Curbs and gutters. Finish uare corners to 1 radius and - blastin or some other approved method. laterals shall be in accordance with the standard
3. Sanitary sewer systems 9 y P
Sidewalks and concrete slabs, exterior steps. other comers to radii shown. They shall be coated with asphalt paint practice of the utility that has jurisdiction over the
4. Streets and paving which shall result in a smooth coating, installation. Final backfill for water mains, water
I. Concrete Walks and Exterior Steps tough and tenacious when cold, not tacky or service laterals, sanitary mains and sanitary service
5. Water supply I system brittle. They shall be gray iron meeting
1. Slopes - Provide 1 /4• inch per foot cross ASTM A -48 latest revision. laterals under and within 5 -feet of the pavement
2. BENCH MARKS slope. Make ad justmenfs m slopes at walk shall be B- Borrow for Structure Backfill meeting the
2. MATERIALS 3
intersections as necessary to provide proper . Joints - Manhole sections shall be jointed material requirements of the INDOT and shall be
Maintain carefully all bench marks, monuments and other drainage. with rubber type gaskets. The rubber type compacted in 6 -inch maximum lifts to not less
other reference points; if disturbed or destroyed, A. Concrete - Concrete shall be read mixed concrete gaskets shall meet ASTM C -443 latest than 959 Standard Proctor Density for the entire
Contractor shall ontact engineer. Replacement shall and shall be a mix of proportioned fine and coarse 2. Dimensions - Walks and steps shall be one revision. When manhole and storm pipe are
be at Contractors expense. aggregates with Portland cement and water. course construction and of widths and details continuously in water. depth of the material placed. The backfill for the
Minimum cement content shall be 6 bags per cubic shown on the drawings. top 6- inches of the excavation below the start
3. REMOVAL OF TREES yard of concrete and maximum water content shall 4. Shop Drawin Nawings - Contractor to submit storm sewer of the aggregate subbase of the pavement shall be
be 5.5 U.S. gallons per sack of cement, including 3. Finish - Screed concrete and trowel with a structure recast one mee to engineer for approval prior No.53 Stone the material requirements of
A. Remove all trees and stumps from area to be moisture in the aggregate. Slump for normal weight steel trowel to a hard dense surface after to installation. compacted to not less than
occupied by road and surfaced areas. Removal of concrete shall be a maximum of 4 inches and a surface water has disappeared. Apply medium the INDOT and sha ll be p
trees outside these areas shall only be done as minimum of 2 inches. The slump of machine place broom finish and scribe control joints at 5 C. SUBDRAINS 95% Standard Proctor Density. If the standard
noted on drawings or approved b the Owner. concrete shall be no less than 1-1/4 inches nor foot s akin Provide 1 2 expansion joints practice of the utility that has risdiction over the
9 PP Y spacing. � P Jo P Y Ju
more than 3 inches. Standard test ASTM C -143 where sidewalks intersect, and at a maximum 1. Perforated plastic pipe subd a� s shag conform installation has a more stringent final back0l
B. All brush, stumps, wood and other refuse from shall be used to measure slump. Compressive spacing of 48 feet between expansion joints. to ASTM F -405, AASHTQ M -252 t4' to 10 pipe). g
the trees shall be removed to strength ,of concrete at 28 days shall be 4000 psi. requirement, the more stringent requirement shall
disposal areas off of the site. Disposal by burning All exerior concrete shall have air entrainment of • J. Curing Concrete - Except as otherwise s 'fled, 3. APPLICATION govern.
shall not a permitted unless proper permits are 59a to 8% by plume per ASTM C -260. Retempering cure all concrete by one of the methods described
obtained where applicable). The location of on -site delivered concrete will not be allowed. Concrete shall in Section 501.17 of the Indiana Department of A. Permits and Codes - The intent of this section of
bury pits if be approved by the owner and the be composed of: Transportation Specifications, latest revision. the specifications is that the contractors bid on For installation of Storm Mains, Water Mains,
Engineer of permitted. the work covered herein shall be based upon the Sanitary Mains, Water Service Laterals, Sanitary
1. Portland cement - Conforming to ASTM C -150, drawings and specifications but that the work
4. PROTECTION OF TREES Type IA or Type IIIA. shall comply with all applicable codes and Service. Laterals under City streets, regardless of
2. Aggregates: Conformin to ASTM C -33 UTILITIES regulations as amended by any waivers. Contractor the jurisdiction of the utility, the minimum cover
A. General Protection: The Contractor shall be 9 shall furnish all bonds necessary to get permits from the top of the installed pavement to the top
responsible for the protection of tops, trunks 3. Water - Shall be clear and free from 1. WATER for cuts and connections to existing sewers.
and roots of existing trees on the project site Contractor shall notify the local governing jurisdiction of the installed pipe shall be the pavement
that are to remain. Existing trees subject to injurious amounts of oils, acids alkalis, a minimum of 72 hours nor to the commencement thickness (all bituminous and aggregate material
a shall be boxed, fenced or
construction damn or anic materials or other deleterious A. All water mains and service lines shall be installed and tested in accordance p
g of storm sewer construction. above the subgrade) plus 1 -0 ". If the standard
otherwise protected before any work is started; with local standards and requirements. _ " practice of the utility that has jurisdiction over
do not stockpile within branch • spread. Remove B. Welded Steel Wire Fabric -Where required for B. Local Standards the term Local Standards as installation has a more stringent cover requirement,
interfering branches without injury to trunks and q 2. GAS used herein means the standards of design and 9
cover scars with tree paint. concrete reinforcement shall conform to ASTM A185. construction of the respective municipal the more stringent requirement shall govern.
Premoulded Joint Filer -Shall be of non Gas mains shown in the plans are for information only. The local gas department or utility company.
C.
5. HANDLING OF TOPSOIL utility is responsible for final design and installation of new gas mains.
- extruding type meeting ASTM D -544 except that C. Existing Improvements - Maintain in operating
A. Remove all organic material from the areas premoulded joint filler used in concrete walk 3. OTHER UTIU11ES condition all active utilities, sewers and other
to be occupied �y buildings, roads, walks and construction may be either non - extruding or drains encountered in the sewer installation.
porkinq areas. Pile and store topsoil at a location resilient. Electric Telephone, and CAN lines shown in the plans are for information Repair to the satisfaction of the owner any damage
Where it will not interfere with construction r, only. fhe local utility companies are responsible for final design and installation to existing active improvements.
operations. Topsoil shall be reasonably free from D. Bituminous Pavement Materials -�� Ail materials of their respective utility lines. � 9 9 P
subsoil, debris, weeds, grass, stones, etc.. proposed for the construction of bituminous D. Workmanship - To conform to all local, state and
pavements shall comply with the Indiana Department national codes and to be approved by all local and
B. After completion of site grading and subsurface of Transportation specifications, per latest 4. TRACING WIRE .. state agencies having jurisdiction.
utility installation, top soil shaif be replaced in revision. Tracing wires to be installed on all underground utilities and conduit
areas design ted on the erosion control plan for E. Compacted Aggregate Subbase: Shall be crushed E Trenching l Lay all pipe in open trenches, except
seeding and %or, sod. Any remaining topsoil shall P when the local authority gives written permission
be used for finished grading around structures stone or grav . Crushed gravel shall be a for tunneling. Open the trench sufficient ahead
and landscaping areas. minimum of 359 crushed material. Chert shall be of pipe laying to reveal any obstructions.
limited to a maximum of 8% of the total. Material
shall be free from an excess of flat, elongated, Sheet and brace trench as necessary o
thin) laminated, soft or disintegrated pieces; �enching tect workmen and adjacent structures. All
6. DISPOSITION OF UTILITIES:
thinly shall be free from fragments coated with dirt. to comply with Occupational Safety and
Compacted aggregate shall be graded as follows: Health Administration Standards. Keep trenches
A. Rules and regulations governing the respective free from water while construction is in progress.
utilities shall be observed in executing all work SIEVE Under no circumstances la y pipe E SIZE 9 PASSING
under this section. i e or appurtenances
urtenances
in standing water. Conduct the discharge from
1 -1 2 " 100 trench dewatering to drains or natural drainage
B. If active utilities are encountered but not shown " / channels.
shown on the drawings, the Engineer shall be 3/4" 80-100 _
advised before work is continued. 1 2" -80 F. ?ecial Supports Whenever in the opinion of the
35 -60 gineer the soil of or below the pipe grade is
C. Inactive and abandoned utilities encountered in 25_50 unsuitable for supporting sewers and appurtenances
excavating and grading operations shall be 0 12 -30 specified in this section, such special support,
reported to the - Engineer. They shall be removed, 200 5_10 in addition to those shown or specified, shall be
plugged or capped as directed by the Utility provided as the Engineer may direct, and the
Company or the Engineer. 3. APPLICATION contract will be adjusted.
D. It shall be the responsibility of each contractor
to verify all existing utilities and conditions A. Grading - Do any necessary grading in addition to G. Manhole Inverts - Construct manhole flow channels
pertaining to his phase of the work. It shall that performed in accordance with Earthwork of concrete sewer pipe or brick, smoothly finished
also be the contractors responsibility to contact Section, to bring subgrades, after final and of semicircular section conforming to the
the owners of the various utilities before work compaction, to he required grades and sections inside diameter of the connecting sewers. Make
is started. for site improvement. changes in size or grade roduafly and changes in
direction by true curves. Wovide such channels
B. Preparation of Subgrade Remove spongy and for all correcting sewers at each manhole.
7. SITE GRADING: otherwise unsuitable material and replace with
stable material. No traffic will be allowed on H. Subdroins - All subdrains shall be of the size
A. Grades: Contractor shall perform all cutting, prepared subgrade prior to paving. shown on the plans and shall be constructed to the
filling, compacting of fills and rough grading grades shown. All drains constructed off -site as
required to bring entire project area to grade as C. Compaction of Subgrode - The first 6 inches below part of the outlet drain will be located as shown.
shown on the drawings. the subgrade shall be com acted to at least 1009
of the maximum dryry densify as determined by the I. Utilities - It shall be the responsibility of each
B. Rough Grading: the tolerance for paved areas provisions of AASHTO T -99. Water shall be contractor to verify all existing utilities and
shalt not exceed 0.10 feet plus or minus above prevented from standing on the compacted subgrade. conditions pertaining to his phase of the work.
the established subgrade. All other areas shall D. Compacted Aggregate Subbase - the thickness shown It shall also be the to responsibility to
not exceed 0.10 feet plus or minus the P contact the owners of the various utilities before
established grade. AI( banks and other breaks in on the drawings is the minimum thickness of the work is started. the contractor shall notify in
grade shall be rounded at top and bottom. fully compacted subbase. Compaction shall be writing the owners or the engineer of any changes,
accomplished by rolling with a smooth wheeled errors or omissions found on these plans or in the
C. Compaction Requirements: roller weighing 8 to 10 to ClAsS.TMCODM63(8) ct to 95% field before work is started or resumed.
standard proctor density
1. All areas under building ads ans paved areas Along curbs, headers and walls and at all placed
shall be compacted to 95% standard proctor density. not accessible to the roller, the aggregate
material shall be tamped with mechanical tampers
2. All other fill areas shall be compacted to 90% or with approved hand tampers.
standard proctor density.
Pw.:, .0
Aw +P
() A
Fr W
F
d
VW9
o
0 a
a
��z
-0
*7i
44
U)
z
0
LL
a
U
U
W
CL
U)
U)
Z
D
Z
o
N
Z
W
W
n.
Z)
o
o
J
W
N
Q)
W
Z
o
0
> Q
Q
Q
U
W
Z
c
O
W
>
_J
o
o
Im
�
U
Q
(n
Z
Z
Ln
N
Z
N
Q
.-.
g
LO
W
W
Z
cD
Z
W
U
go
m L0
.•
Z
O
in
W
IX
U)
0
Q o
I- r", z
(n' wQ
W¢�o
w2oz
(D < mJ
W
= 2
2 (/) ry
LOU
W o
J
m
�7•x L,� *o "". V ' %.
G 'GISTo -r C/,
No.
PE19800489
-o STATE OF
p I
/,,/%, dNAL V, \` �.
rr
BY:
DATE:
SHEET
C801
n;o
JOB #: MMX.001
OWNER /SUBDIVIDER
MICHAEL M ALOY, OWNER
12075 SHELBORNE ROAD
CARMEL, IN 46032
(317) 873 -2144
ENGINEER
ROGER WARD ENGINEERING
5420 N. College Avenue, Suite 202
Indianapolis, Indiana 46220
(317) 251 -1738 Fax (317) 251 -1923
LEGEND
IN —EG EASEMENT — INGRESS — EGRESS EASEMENT
D.& U. EASEMENT — DRAINAGE AND UTILITY EASEMENT
P.O.B. — POINT OF BEGINNING OF THE LEGAL DESCRIPTION
B.S.L. = BUILDING SETBACK LINE
LE. — LANDSCAPE EASEMENT
121st Street lid Cam
SwUm 32 —nffi—RE
i
co
X-9
0
U)
F
JOB NUMBER: MMX.001
FILE NAME: S: \JOBS \MMX \001 \DWGS \MMX001— PLAT.DX
I ;hc1 Al
SLUE RIDGE ESTATES
SECONDARY PLAT
SURVEYOR
THIS INSTRUMENT WAS PREPARED BY:
Roger Ward Engineering Incorporated
RODNEY J. KELLY
REGISTERED LAND SURVEYOR
INDIANA #LS20500006
5420 N. College Avenue, Suite 202
Indianapolis, Indiana 46220
(317) 251 -1738 Fax (317) 251 -1923
PART OF THE N 1/2 OF THE NW 1/4 OF THE SW 1/4 OF SECTION 32- T18N -R3E
HAMILTON COUNTY, INDIANA
SUBMISSION DATE: MAY 20tH, 2005
ASSUMED NORTH
SCALE: 1"= 60
so 0 W
45.0' R/W
LOT 1
2.57 ACRES
15' SETBACK -
LOT 2
1.97 ACRES
Connor
Instr. #8904459
Gordon and McCleary
Instr. # 9809806330
/
Instr.
/ °
15' SETBACK �,��� �`` -a` /
P7V /
01, eR
/ Rr 0/
�K
Connor
Instr. #8904459
0 t O Al
Connor
#8904459
SHEET 1 OF 2
OWNER /SUBDIVIDER
MICHAEL MALOY, OWNER
12075 SHELBORNE ROAD
CARMEL, IN 46032
(317) 873 -2144
ENGINEER
ROGER WARD ENGINEERING
5420 N. College Avenue, Suite 202
Indianapolis, Indiana 46220
(317) 251 -1738 Fax (317) 251 -1923
Land Description
BLUE RIDGE ESTATES
SECONDARY PLAT
SURVEYOR
THIS INSTRUMENT WAS PREPARED BY:
Roger Ward Engineering Incorporated
RODNEY J. KELLY
REGISTERED LAND SURVEYOR
INDIANA #LS20500006
5420 N. College Avenue, Suite 202
Indianapolis, Indiana 46220
(317) 251 -1738 Fax (317) 251 -1923
PART OF THE N 1I2 OF THE NW 1/4 OF THE SW 114 OF SECTION 32- T18N -R3E
HAMILTON COUNTY, INDIANA
SUBMISSION DATES MAY 20TH, 2005
The north half of the Northwest Quarter of the Southwest Quarter of Section 32, Township 18 North, Range 3 East, Hamilton County, Indiana, and
being more particularly described as follows:
Beginning at the northwest comer of said half quarter - quarter section; thence north 89 degrees 27 minutes 58 seconds east (assumed basis or
bearings) along the north line of said half quarter - quarter section, 1326.01 feet to the northeast comer thereof; thence south 0 degrees 00 minutes
49 seconds east along the east line of said half quarter - quarter section 658.43 feet to the southeast comer thereof; thence south 89 degrees 29
minutes 42 seconds west along the south line of said line of said half quarter - quarter section, 1325.70 feet to the southwest corner thereof; thence
north 0 degrees 02 minutes 24 seconds west along the west line of said half quarter - quarter section 657.75 feet to the point of beginning.
Except part of the northwest quarter of the Southwest Quarter of Section 32, Township 18 North, Range 3 East in Hamilton County, Indiana, and
being more particularly described as follows:
Beginning at the northwest comer of said quarter - quarter section; thence south 0 degrees 00 minutes 00 seconds west (assumed basis of
bearings), along the west line of said quarter - quarter section, 92.89 feet to its intersection with an existing fence line prolonged; thence north 89
degrees 15 minutes 02 seconds east along said fence line prolonged and said fence line, 364.54 feet to an existing fence comer, thence north 5
degrees 36 minutes 01 seconds east along an existing fence line, 91.78 feet to its intersection with the north line of said quarter - quarter section;
thence south 89 degrees 30 minutes 22 seconds west, along said north line 373.48 feet to the point of beginning.
Also, except part of the north half of the Northwest Quarter of the Southwest Quarter of Section 32, Township 18 North, Range 3 East, Hamilton
County, Indiana, and being more particularly described as follows:
Beginning at an iron pin set on the north line of said half quarter - quarter section being north 89 degrees 27 minutes 58 seconds east (assumed
bearing) 807.49 feet from the northwest corner thereof; thence continue north 89 degrees 27 minutes 58 seconds east along said north line,
518.52 feet to the northeast comer thereof; thence south 0 degrees 00 minutes 49 seconds east along the east line of said half quarter- quarter
section 658.43 feet to the southeast comer thereof; thence south 89 degrees 29 minutes 42 seconds west along the south line of said half
quarter - quarter section, 1325.70 feet to the southwest comer thereof; thence north 0 degrees 02 minutes 24 seconds west along the west line of
said half quarter - quarter section, 50.00 feet to a P.K. nail set; thence north 89 degrees 29 minutes 42 seconds east parallel with said south line;
308.63 feet to an iron pin set; thence north 39 degrees 08 minutes 03 seconds east along an existing fence line extended and fence line, 789.71
feet to the point of beginning.
STATE OF INDIANA
) SS:
COUNTY OF HAMILTON }
Before me the undersigned Notary Public, in and for the County and State, personally
for each separately and severally acknowledged the
appeared
execution of the foregoing instrument as his or her voluntary act and deed, for the purposed therein expressed.
Witness my hand and notarial seal this day of 12005.
THIS PLAT WAS GIVEN APPROVAL BY THE BOARD OF PUBLIC WORKS AND SAFETY OF THE CITY OF CARMEL, INDIANA, AT A
MEETING HELD:
,2005.
Chairman Mayor: James Brainard
Member: Lori Watson
Member: Mary Ann Burke
Attest :
UNDER AUTHORITY PROVIDED BY CHAPTER 174, ACTS OF 1947, ENACTED BY THE GERERAL ASSEMBLY OF THE STATE OF
INDIANA, AND ALL ACRS AMENDATORY THERETO, AND AN ORDINACE ADOPETED BY THE COMMON COUNCIL OF THE CITY OF
CARMEL, INDIANA, THIS PLAT WAS GIVEN APPROVAL BY THE CITY FO CARMEL, AS FOLLOWS:
Adopted by the Carmel/Clay Plan Commission at a meeting held
CARMEL.CLAY PLAN COMMISSION
BY:
Department of Community Services
Director
2005.
We, the undersigned, , owners of the real estate shown and described herein, do hereby certify that we have laid off, platted
and subdivided, and do hereby lay off, plat and subdivide, said real estate in accordance with the within plat.
The subdivision shall be known and designated as Blue. Ridge Estate, an addition to Carmel. All streets and alleys shown and not heretofore dedicated,
hereby dedicated to the public.
Front and side yard building setback lines are hereby established as shown on this plat, between which lines and the property lines of the street there
shall be erected or maintained no building or structure.
There are strips of ground twenty feet in width as shown on this plat and marked "Landscape Easement ". No permanent or other structures are to be
My Commission expires: erected or maintained upon said strips of land, but owners of lots in this subdivision shall take their titles subject to the rights of the easements.
I am a resident of County. The covenants, or restrictions, are to run with the land and shall be binding on all parties and all persons claiming under them until
, at which time said covenants, or restrictions, shall be automatically extended for successive periods of 10 years
unless changed by vote of a majority of the then owners of the buildings covered by theses covenants, or restrictions, in whole or in part. Invalidation of
any one of the foregoing covenants or restrictions, by judgment or court order, shall in no way affect any of the other covenants or restrictions, which
shall remain in full force and effect.
I, RODNEY J. KELLY, HEREBY CERTIFY THAT I AM A REGISTERED LAND SURVEYOR, LICENSED IN COMPLIANCE WITH THE LAWS
OF THE STATE OF INDIANA. The right to enforce these provisions by injunction, together with the right to cause the removal, by due process of law, of any structure or part thereof
erected or maintained in violation hereof, is hereby dedicated to the public, and reserved to the several owners of the several lots in this subdivision and
THAT THIS PLAT CORRECTLY REPRESENTS A SURVEY COMPLETED BY BENCHMARK SURVEYING, INC DATED 2/21/96. to their heirs and assigns.
THAT ALL THE MONUMENTS SHOWN THEREON ACTUALLY EXIST AND THAT THE LOCATION, SIZE, TYPE AND MATERIAL ARE Witness our Hands and Seals this day of , 2005.
ACCURATELY SHOWN:
AND THAT ALL REQUIREMENTS SPECIFIED IN THE SUBDIVISION ORDINANCE OF THE CITY OF CARMEL HAVE BEEN MET.
RODNEY J. KELLY, PLS
JOB NUMBER. MMX.001
FILE NAME: S.\JOBS \MMX \001 \DYVGS \MMX001— PLAT.DWG
SHEET 2 OF 2