C200 Site Development Plan-C200DA
T
E
MA
R
K
RE
V
I
S
I
O
N
S
BY
CE
R
T
I
F
I
E
D
:
S & A JOB NO.
SHEET NO.
DRAWN BY:CHECKED BY:
6
7
2
(
3
3
(
/
:
(
5
7
+
$
/
:
$
<
6
2
1
(
D
V
W
W
K
6
W
U
H
H
W
)
L
V
K
H
U
V
,
1
SK
R
Q
H
I
D
[
SI
T
E
D
E
V
E
L
O
P
M
E
N
T
P
L
A
N
C200Know what's
R
50'25'50'0
GRAPHIC SCALE
( IN FEET )
1" = 50 FT
BENCHMARKS
A STANDARD USGS DISK IN CONCRETE STAMPED "95 RHP 752 1951" AT THE NORTHWEST
CORNER OF 146TH STREET AND NORFOLK AND WESTERN RAILROAD, 18.5 FEET NORTH OF
THE CENTERLINE OF 146TH STREET.
ELEVATION: 751.46' (NGVD 1929)
TBM 2 (TSC PROJECT NUMBER 5271.002):
TOP OF THE WEST ANCHOR BOLT ON METAL TRAFFIC POLE, SW. QUADRANT OF 146TH
STREET AND RIVER ROAD.
ELEVATION: 760.79' (NGVD 1929)
S & A TEMPORARY BENCHMARKS:
TBM 1
A BRONZE DISC SET IN THE EASTERN HEADWALL OF A CULVERT, 2.5 FEET SOUTH OF THE
NORTH END OF HEADWALL, SAID CULVERT IS ALONG RIVER ROAD AND 1100 FEET +
NORTHEAST OF THE ENTRANCE TO PRAIRIE TRACT ELEMENTARY SCHOOL. DISC STAMPED
"HAM 25 1964"
ELEVATION: 749.52' (NGVD 1929)
TBM 2
A COPPERWELD AT THE RADIUS POINT OF ARCADIAN COURT.
ELEVATION: 771.54' (NGVD 1929)
TBM 3
A RAILROAD SPIKE SET 1 FOOT UP ON THE SOUTH SIDE OF POWER POLE NUMBER HM 14261,
20 FEET SOUTH OF SOUTH CURB OF 146TH STREET, 1150 FEET + EAST OF CHERRY TREE ROAD.
ELEVATION: 785.49' (NGVD 1929)
TBM 4
A RAILROAD SPIKE SET 1 FOOT UP ON THE SOUTH SIDE OF POWER POLE NUMBER HM 14273,
20 FEET SOUTH OF SOUTH CURB OF 146TH STREET, 630 FEET + WEST OF GREYLAN PLACE.
ELEVATION: 759.73' (NGVD 1929)
TBM 5
A COPPERWELD AT THE CENTERLINE INTERSECTION OF SETTLER'S RIDGE AND STAGHORN
COURT.
ELEVATION: 757.78' (NGVD 1929)
TBM 6
A COPPERWELD AT THE CENTERLINE INTERSECTION OF SETTLER'S RIDGE AND PLANTATION
LANE.
ELEVATION: 773.87' (NGVD 1929)
TBM 7
A COPPERWELD AT THE RADIUS POINT OF PECOS COURT.
ELEVATION: 770.76' (NGVD 1929)
TBM 8
A COPPERWELD AT THE CENTERLINE INTERSECTION OF CHERRY TREE ROAD AND
KLINGENSMITH BLVD.
ELEVATION: 773.68' (NGVD 1929)
CONTACT: CARMEL UTILITIES
(317) 571-2648
FOR WATER & SANITARY SEWER LOCATES
IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTILITIES, THE
EXPENSE OF SUCH RELOCATION SHALL BE THE RESPONSIBILITY
OF THE DEVELOPER. ALL UTILITY POLES SHALL BE LOCATED
WITHIN ONE FOOT OF THE PROPOSED RIGHT-OF-WAY.
VEGETATIVE COVER
EXISTING SITE CONSIST MOSTLY OF
GRASS AND WEEDS ON THE SITE.
LAND USE ADJACENT PROPERTIES
NORTH: GRASS/WEEDS
EAST: RESIDENTIAL
SOUTH: RESIDENTIAL
WEST: GRASS/WEEDS
TO CONVERT THE 1929 BENCHMARK TO NAVD88, SUBTRACT 0.43 FEET FROM ALL
ELEVATIONS. NGVD29 - 0.43' = NAVD88"
HORIZONTAL DATUM SHALL BE BASED ON INDIANA STATE PLANE
COORDINATES, NAD83.
HORIZONTAL CONTROL/COORDINATE:
ȭ MONUMENT N: 1728602.73 E: 221845.61
ALICE PAUL LANE & KNIGHTSTOWN WAY
ȭ MONUMENT N: 1727940.59 E: 221845.61
JAMES DEAN DRIVE & KNIGHTSTOWN WAY
ȭ MONUMENT N: 1727368.59 E: 222151.58
CUL-DE-SAC BEN KINGSLEY COURT
CONTRACTOR SHALL VERIFY DEPTHS OF
ALL EXISTING ONSITE UTILITIES PRIOR TO
CONSTRUCTION TO CONFIRM THERE IS
NOT ANY CONFLICTS WITH OTHER
UTILITIES, STORM SEWERS OR STREETS.
CONFLICTS AFTER CONSTRUCTION
BEGINS ARE SOLELY THE CONTRACTOR'S
RESPONSIBILITY.
STORM WATER CONTROLS SHOWN ON
THE INITIAL SWPPP (C300) SHOULD BE
INSTALLED AS SOON AS PRACTICAL.
55115PYT-S1
TH
E
G
R
O
V
E
JSM BAH
CL
A
Y
T
O
W
N
S
H
I
P
HA
M
I
L
T
O
N
C
O
U
N
T
Y
,
I
N
D
I
A
N
A
07
2
2
/
2
0
1
6
Fi
l
e
N
a
m
e
:
S:
\
5
5
1
1
5
-
P
Y
T
-
S
1
\
D
W
G
\
C
2
0
0
S
i
t
e
D
e
v
e
l
o
p
m
e
n
t
P
l
a
n
.
d
w
g
-
C2
0
0
Mo
d
i
f
i
e
d
/
B
y
:
Se
p
t
e
m
b
e
r
2
8
,
2
0
1
6
1
0
:
3
8
:
2
8
A
M
/
bh
u
f
f
Pl
o
t
t
e
d
/
B
y
:
Se
p
t
e
m
b
e
r
2
8
,
2
0
1
6
1
0
:
3
9
:
5
4
A
M
/
Pa
u
l
R
i
c
h
a
r
d
s
at
T
H
E
L
E
G
A
C
Y
AP
P
R
O
V
A
L
P
E
N
D
I
N
G
/
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
08
/
2
3
/
1
6
PD
R
RE
V
I
S
I
O
N
S
P
E
R
T
A
C
C
O
M
M
E
N
T
S
DRAINAGE SUMMARY
Site Acreage=5.47 ac.
Offsite/Upstream Acreage= 0 ac.
Allowable Release Rate Eastern System:
10yr = 29.60 c.f.s. 100yr = 87.18 c.f.s.
Post Developed Release Rates:
10yr= 15.05 cfs 100yr= 17.26 cfs
This section drains to existing detention basins built with previous sections
(Detention Basin CW1, VS2 & VS6). These existing basins are part of the overall
Eastern Drainage System per the approved Post Construction Storm Water Master
Plan (Sept. 2012). Basin CW1 drains to VS6, which outlets to DD6, which
outlets from the site into the Tunis Garrard Drain, and ultimately drains to the
White River. Basin VS2 also outlets to DD6, before ultimately outletting from
the site. Post-Developed Conditions comply with the Allowable Conditions stated
in the Legacy Master Drainage Plan.
EARTHWORK:
1. EXCAVATION
A. Excavated material that is suitable may be used for fills. All unsuitable material and all
surplus excavated material not required shall be removed from the site.
B. Provide and place any additional fill material from offsite as may be necessary to produce
the grades required on plans. Fill obtained from offsite shall be of quality as specified for
fills herein and the source approved by the Developer. It will be the responsibility of the
Contractor for any costs for fill needed.
2. REMOVAL OF TREES
A. All trees and stumps shall be removed from areas to be occupied by a road surface or
structure area. Trees and stumps shall not be buried on site.
3. PROTECTION OF TREES
A. The Contractor shall, at the direction of the Developer, endeavor to save and protect trees of
value and worth which do not impair construction of improvements as designed.
B. In the event cut or fill exceeds 0.5 foot over the root area, the Developer shall be consulted
with respect to protective measure to be taken, if any, to preserve such trees.
4. REMOVAL OF TOPSOIL
A. All topsoil shall be removed from all areas beneath future pavements or building. Topsoil
removal shall be to a minimum depth of 6 inches or to the depth indicated in the
geotechmical report provided by the Developer to be excavated or filled. Topsoil should be
stored at a location where it will not interfere with construction operations. The topsoil shall
be free of debris and stones.
5. UTILITIES
A. Rules and regulation governing the respective utility shall be observed in executing all work
under this section.
B. It shall be the responsibility of the Contractor to determine the location of existing
underground utilities 2 working days prior to commencing work. For utility locations to be
marked call Toll Free 1-800-382-5544 within Indiana or 1-800-428-5200 outside Indiana.
6. SITE GRADING
A. Do all cutting, filling, compacting of fills and rough grading required to bring entire project
area to subgrade as shown on the drawing.
B. The tolerance for paved areas shall not exceed 0.05 feet above established subgrade. All
other areas shall not exceed 0.05 feet plus or minus the established grade. Provide roundings
at top and bottom of banks and other breaks in grade.
C. The Engineer shall be notified when the Contractor has reached the tolerance as stated
above, so that field measurements and spot elevations can be verified by the Engineer. The
Contractor shall not remove his equipment from the site until the Engineer has verified that
the job meets the above tolerance.
FORM\EARTHWRK
EXISTING CONTOUR
EXISTING SANITARY SEWER
EXISTING STORM SEWER
PROPOSED GRADE
PROPOSED CONTOUR
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
PROPOSED WATER LINE
PROPOSED SWALE
PROPOSED 5' SIDEWALK (BY HOME BUILDER)
(DEVELOPER SHALL INSTALL SIDEWALKS ALONG ALL
COMMON AREAS)
»ADA RAMP TO BE INSTALLED
DENOTES REAR FLOOD PROTECTION GRADE
(SEE SHEET C201 FOR FLOOD PROTECTION NOTES)
LOT NUMBER
PAD ELEVATION
DENOTES FRONT FLOOD PROTECTION GRADE
(SEE SHEET C201 FOR FLOOD PROTECTION NOTES)
PROPOSDED 6" UNDERDRAINS
MINIMUM FINISH FLOOR ELEVATION IS BASED OFF OF
THE BELOW
1. (1') ABOVE THE NEAREST UPSTREAM OR
DOWNSTREAM SANITARY MANHOLE, WHICHEVER
IS LOWEST.
2. 6" (0.5') ABOVE THE MLAG
MINIMUM LOWEST ADJACENT GRADE (FLOOD
PROTECTION)
* MLAG FOR ALL HOMES IN THIS PROJECT SHALL BE A
MINIMUM OF 754.0 UNLESS OTHERWISE NOTED.
PROPOSED 10' PERIMETER PATH
870
848.0
870
W
>
o
o
o
757.5
25
XXX.X
754.0
NOTES TO CONTRACTOR:
ALL PADS SHOULD BE TESTED TO ASSURE A COMPACTION OF AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY USING THE STANDARD PROCTOR TEST METHOD.
ANY PRIVATE TILES LOCATED ON THIS SITE WILL NEED TO BE LOCATED; BREATHERS SET AT THE DOWNSTREAM PROPERTY LINE AND CRUSHED OR REMOVED ACROSS THIS SITE. IF ANY OF
THESE TILES EXTEND BEYOND THE LIMITS OF THIS PROJECT, THEY WILL NEED TO BE PROVIDED A POSITIVE OUTLET AND ALLOWED TO CONTINUE TO FUNCTION, AS IT IS ILLEGAL TO BLOCK
OFF A PRIVATE "MUTUAL" TILE.
CONTRACTOR SHALL VERIFY DEPTHS OF ALL EXISTING ONSITE UTILITIES PRIOR TO CONSTRUCTION TO CONFIRM THERE IS NOT ANY CONFLICTS WITH OTHER UTILITIES, STORM SEWERS OR
STREETS. CONFLICTS AFTER CONSTRUCTION BEGINS ARE SOLELY THE CONTRACTOR'S RESPONSIBILITY.
CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF
NOTIFICATION REQUIREMENTS,
REQUIRED INSPECTIONS FOR CERTAIN STAGES OF WORK TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED CITY R/W.
EXISTING PAVEMENT TO BE SAW CUT TO A CLEAN EDGE ADJACENT TO ANY WIDENING, AUXILIARY LANES, ETC.
NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT.
THERE IS TO BE NO DRIVEWAY ENCROACHMENTS INTO EASEMENTS BETWEEN LOTS.
IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTILITIES , THE EXPENSE OF SUCH RELOCATION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. ALL UTILITY POLES SHALL BE LOCATED
WITHIN ONE-FOOT OF THE PROPOSED RIGHT-OF-WAY.
DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT. THE CONTRACTOR IS ENCOURAGED TO
INSPECT THE RIGHT-OF-WAY WITH THE CITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTING CONDITION OF THE RIGHT-OF-WAY.
ALL PAVING WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING.
UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. UTILITY LINE RELOCATIONS REQUIRED FOR ROAD PROJECTS THAT RESULT IN A
CONFLICT WITH PROPOSED DEVELOPMENT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO RESOLVE WITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED SHALL BE
RELOCATED TO WITHIN ONE FOOT OF PROPOSED RIGH-OF-WAY LINE.
DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY A THE COMPLETION OF THE PROJECT. THE CONTRACTOR IS ENCOURAGED TO
INSPECT THE RIGHT-OF-WAY WIT THE CITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTING CONDITION OF THE RIGHT-OF-WAY.
ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR SHALL CONTACT
THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS,
REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND THE REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED
RIGHT-OF-WAY.