HomeMy WebLinkAboutC100 Topographical Survey-C100P.W.P.
P.W.P.
P.W.P.
P.W.P.P.W.P.S00°20'13"W 2631.74'E. LINE, SE. 1/4, SEC. 34, T.18N., R.3E.TC=860.88'
IE N. 18" PVC=839.99'
IE S. 18" PVC=839.91'
TC=857.24'
IE N. & S. 18" PVC=838.99'
TC=859.32'
IE N. 18" PVC=838.27'
IE S. 18" PVC=838.22'
IE 12" CMP=855.77'IE 12" CMP=855.94'
IE 10" CMP=857.72'
SEPTIC
LID
SEPTIC
LID
FOUND REBAR W/ CAP
STAMPED "WEIHE"
0.3' N. & 24.8' W. OF COR.ASPHALTCLARI
A
N
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L
T
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PARTN
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R
S,
I
N
C
.
INSTR.
N
o
.
2
0
0
3
-
9
2
2
1
3
CLARI
A
N
H
E
A
L
T
H
PARTN
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R
S
,
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C.
INSTR
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N
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2
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0
3
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9
2
2
1
3
16'12'30'4'34'4'17'44'
11'28'13'
11'35'44'25'21'11'
68.9'88.0'9'WOODED
AREA
CULTIVATED
FIELD FENCE 24.5' W.SPRING MILL ROAD(PUBLIC - VARIABLE R/W)21.0' PAVEMENT WIDTH
CULTIVATED
FIELD ASPHALTASPHALTCONCRETE GARDEN
GARDEN
HOSE BIB
ONE STORY
WOOD FRAME &
LIMESTONE HOUSE
3,622 SQ. FT.CONCRETEWOOD
SHED
WOOD
SHED
WOOD
SHED
WOVEN WIRE FARM FENCET.P.857.98859.54859.78860.42860.18858.87859.27860.48859.22860.81860.81860.57859.00T.P.859.12860.60860.88859.54860.54860.84859.07
860.12
860.33858.36859.49859.69858.75857.66856.92858.23858.34856.79858.00857.84857.76857.93857.99
858.16858.52P.W.P.
EOH_E
139
856.50
M
M
858.85P.W.P.859.20859.79858.97858.94858.25859.99858.21857.98857.73857.58
857.89857.73857.45X SPTC LD
317
854.94
X SPTC LD
318
854.96 860.75
853.80854.00854.10854.20854.20854.30854.30854.30854.50854.50854.50854.50854.60854.70854.80854.90855.10855.10855.20855.40855.50855.50855.50855.71855.62 856.09856.16857.22855.53856.29856.29852.26855.75856.55856.39856.80856.90 857.20857.20857.20857.30857.40857.40857.40857.40857.50857.50857.60857.70857.70858.20858.30858.50858.60859.40859.50859.60
859.70859.70860.50860.60860.60860.60860.80861.40861.5025' B.L.*VAR. R.D.E.20' T.O.B.B.S.L.&
B.M.P.E.&D.E.20' D.U.&S.S.E.20' D.U.&S.S.E.*VAR.
D.U.&S.S.E.856.21
858.89P.W.P.858.31858.04857.12857.49859.56EX. OUTLET CONTROL #666
T E R H U N E L A N E
A L M O N D CR E E K D R I V E
HAMLET DRIVEOTTO LANEEX. CURB INLET #635
T.C.=853.88
12" R.C.P. N
INV.=850.23
EX. CURB INLET #636
T.C.=854.04
12" R.C.P. S
INV.=850.09
12" R.C.P. NW
INV.=849.99
EX. DBL. CURB INLET #639
T.C.=854.07
12" R.C.P. SE
INV.=849.56
15" R.C.P. W
INV.=849.46
EX. CURB INLET w/ 2' SUMP #640
T.C.=854.23
15" R.C.P. E
INV.=849.30
18" R.C.P. W
INV.=849.20
EX. MH. #JG839
T.C.=855.69
8" S.D.R. 35 P.V.C N
INV.=844.18
8" S.D.R. 35 P.V.C E
INV.=844.08
EX. MANHOLE #641
T.C.=855.06
18" R.C.P. E
INV.=848.80
18" R.C.P. W
INV.=848.70
EX. YARD INLET #642
T.C.=850.84
18" R.C.P. E
INV.=848.13
EX. MH. #JG838
T.C.=857.74
8" S.D.R. 35 P.V.C W
INV.=842.47
8" S.D.R. 35 P.V.C N
INV.=842.37
EX. CURB INLET #628
T.C.=855.88
18" R.C.P. E
INV.=850.16
18" R.C.P. W
INV.=850.06
EX. CURB INLET #627
T.C.=855.87
18" R.C.P. E
INV.=849.88
18" R.C.P. W
INV.=849.79
EX. MH. #JG840
T.C.=856.93
8" S.D.R. 35 P.V.C N
INV.=845.73
8" S.D.R. 35 P.V.C W
INV.=845.81
8" S.D.R. 35 P.V.C S
INV.=845.63
EX. DBL. CURB INLET w/ 2' SUMP #632
EX. DBL. CURB INLET #631
EX. MH. #JG847
T.C.=857.31
8" S.D.R. 35 P.V.C W
INV.=847.53
8" S.D.R. 35 P.V.C S
INV.=847.33
EX. MH. #889
T.C.=857.22
8" S.D.R. 35 P.V.C N
INV.=847.22
8" S.D.R. 35 P.V.C E
INV.=847.42
EX. CURB INLET
W/SUMP #596
T.C.=856.29
15" R.C.P. E
INV.=849.92
15" R.C.P. W
INV.=849.82
EX. CURB INLET #595
T.C.=856.29
15" R.C.P. E
INV.=850.00
15" R.C.P. W
INV.=850.00
EX. YARD INLET #594
T.C.=856.21
15" R.C.P. N
INV.=850.04
15" R.C.P. W
INV.=850.04
EX. YARD INLET #597
T.C.=852.26
15" R.C.P. E
INV.=849.48
EX. OUTLET CONTROL STR. #627
13' B.L.
13' D.U.&S.S.E.
10' B.L.
10' U.E.
D.&U..E.
&
L.M.A.E.
10' S.S.E.
VAR.
R.D.E.&U.E.&P.A.E.
&S.S.E.&L.M.A.E.&B.M.P.E.
VAR. D.&U.E.
&
L
.
M
.
A
.
E
.
VAR. D.&U.E.&L.M
.
A
.
E
.
VAR.
D.U.&S.S.E.
&L.M.A.E.
VAR.
R.D.E.&U.E.
&L.M.A.E.10' B.L.50' 1/2 R/W
VAR.
I.E.E.&R.D.E
&S.S.E. & U.E.13' B.L. & D.U.&S.S.E.
13' B.L.
10' B.L.10' B.L.10' B.L.15' B.L.15' B.L.15' B.L.10' B.L.10' B.L.5' N.A.E.5' N.A.E.5' N.A.E.10' U.E.10' B.L
.10' U.E.10' U.E.EXISTING50' R/W
30' R.D.E.&U.E.15' D.U.&S.S.E.15' D.&U.E.15' D.&U.E.VAR.
R.D.E.&U.E.
&L.M.A.E.
30' R.D.E.10'
D
.&U
.E.3' R.D.E.10' D&U.E.
50' 1/2 R/W
6' B.L.6' B.L.6' B.L.6' B.L.6' B.L.6' B.L.6' B.L.6' B.L.856.58857.50858.08858.07857.77857.40857.00857.06856.61856.38855.39857.76857.48857.54857.34857.38857.69
857.72857.49857.00856.16855.97855.90856.99857.65858.00859.27860.70861.46861.62860.34858.79859.00858.92860.48860.14861.74861.48860.93860.92859.50
859.59857.56857.67857.40857.41857.49856.68856.32855.27855.25855.97855.06855.14856.90856.94857.24857.10856.90856.64855.97856.97856.85857.03856.65857.14857.32857.38857.17856.53856.69856.88856.99856.81856.52856.24856.41856.65856.54856.34856.38 856.73856.39855.94856.39856.69856.91856.43856.62856.68856.33856.18
856.62856.52856.90856.78856.50856.70856.90856.93856.93856.82856.56856.52856.66856.87856.86856.79856.71856.46856.68856.59856.76856.76857.04857.04857.14857.06857.18856.94857.04857.04854.67854.00853.98854.69853.81853.42852.81851.78857.09857.07856.99857.28857.05856.46857.03856.68856.24857.34857.69852.49852.96856.22857.15857.73857.69857.04857.06857.36856.23856.71856.50856.38 856.74855.90855.27854.99854.44854.10854.23
854.85855.42
855.88855.42854.94854.69
854.11853.87853.39853.77853.93854.62854.64854.45856.75857.01857.00856.70856.84856.83856.90857.24857.02856.68857.24857.14857.10
857.02857.25857.12857.52857.50857.19856.89856.08856.60856.32856.05855.55855.26854.92854.55854.16854.06854.16854.86855.19
854.12854.66855.36855.03854.91855.07854.86855.21855.20EX. TEMP END SECTION #852
TO BE REMOVED
15" R.C.P. E
INV.=851.38
EX. YARD INLET #851
T.C.=854.76
15" R.C.P. W
INV.=851.06
15" R.C.P. E
INV.=850.97
EX. END SECTION #850
15" R.C.P. W
INV.=850.84
EX. OUTLET CONTROL #638
T.C.=853.76
18" R.C.P. W
INV.=850.73
SEA BIRD WA
Y SIGILARY WAY856.81857.00856.23856.19856.22856.77
856.45856.32857.12856.52
856.26856.77851.41850.94850.97 851.10851.08851.04851.03851.00851.16850.84850.85850.91850.97851.00850.89850.80855.70856.99856.09856.01856.63855.50855.46850.79850.77850.78
850.85850.84850.85850.92850.87851.07855.76855.74857.06857.34858.06857.99858.56858.48859.55854.35855.04855.70856.54855.93855.63856.19855.13
854.63854.11854.32854.84854.67854.81854.37854.28854.73854.80854.73854.61854.16855.71855.52855.04855.13
854.72854.75856.06854.71855.46856.21856.14856.06854.63855.42855.54854.88858.18859.84854.75855.40856.17856.34856.81857.01856.74
855.86856.36858.69857.58856.17857.22856.05855.98857.19857.05854.77856.88856.73857.00856.78856.73856.86855.82856.68856.75856.69856.96856.73 856.69855.72856.68856.84856.72
856.87856.61856.76856.79856.76856.86855.09856.07857.21857.34857.37857.31857.34857.50857.38856.54856.35857.40857.60857.61857.49857.50857.50856.54852.42EXISTING
HAMLET BMP
DRY
DETENTION
BASIN
2 YEAR=852.14
10 YEAR=853.10
100 YEAR=854.63
TOP OF BANK=854.8
EX. MH. #JG837
T.C.=857.18
ADJUST TC=858.10
8" S.D.R. 35 P.V.C S
INV.=841.28
10" S.D.R. 35 P.V.C E
INV.=841.08 EX. 10' PATHEX. 10' PATHEX. 10' PATH854.85854.4085
5
.
1
1 855.52855.07854.7
0
854.5
5
854.258
5
4
.10855.18856.09
EX. BMP 6A
EX. 50' 1/2 R/W
EX. 58' R/W50' R/W
PROPSED
JACKSON'S GRANT
SECTION 5
(BY OTHERS)
Z
Z
SF SF SF SFSFSFSFSFSF SF SF
SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF
SF
SF
CONSTRUCTION
DUMPSTER
CONCRETE
WASH OUT
AREA
FUEL OIL TAN
(DOUBLE WALL)
PORT-O-LET
EARTHWORK CONTRACTOR
SHALL INSTALL 20' x 150'
MIN. STONE ACCESS DRIVE
PRIOR TO CONSTRUCTION.
POSTING
SIGN
LOCATION
TYP. B.O.C.
ELEVS.
TYP. B.O.C.
ELEVS.
NOTE:
TEMP. SWALE TO BE FILLED IN
WITH STONE FOR CONST.
ACCESS. STONE ACCESS DRIVE
TO MAINTAIN POSITIVE SLOPE
TO TEMP. STORM STRUCTURE
FOR DRAINAGE.DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO.
SHEET NO.
DRAWN BY:CHECKED BY:THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942TOPOGRAPHICAL SURVEY/DEMO PLANC100REVISED PER DESIGNER MARKUPS02/17/17CCEKnow what's below.
before you dig.Call
R
C.O.
T
T.P.
M
x x
T
W
P.W.P.
STORM SEWER LINE; MANHOLE,
CURB INLET, FLAT INLET & ENDSECTION
LEGEND
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.
OVERHEAD ELECTRIC LINES
TELEPHONE LINE
WATER LINE
SANITARY SEWER LINE; MANHOLE
FENCE LINE
POWER POLES
LIGHT POLE
SANITARY WET WELL
GUY WIRE
TELEPHONE PEDESTAL
TELEPHONE MANHOLE
GAS VALVE
CLEANOUT
WATER METER
WATER VALVE
FIRE HYDRANT
DEMO ITEMS
FOR WATER LOCATES
CONTACT: CARMEL UTILITIES
(317) 571-2648
FOR SANITARY SEWER LOCATES
CONTACT: TRICO REGIONAL SEWER
UTILITY
(317) 844-9200
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 TO WITHIN ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE.
FLOOD STATEMENT
THIS SITE DOES NOT LIE WITHIN A FLOODWAY OR FLOOD PLAIN
PER THEWILLIAMS CREEK HYDRAULIC ANALYSIS PERFORMED MY
CHRISTOPHER B. BURKE ENGINEERING, Ltd. PROJECT #07-760
VEGETATIVE COVER
EXISTING SITE CONSIST MOSTLY OF GRASS AND WEEDS WITH
WOODS ON THE SITE.
ADJACENT PROPERTIES
NORTH: RESIDENTIAL
EAST: COMMERCIAL
SOUTH: RESIDENTIAL
WEST: RESIDENTIAL
CONSTRUCTION LIMITS
50'25'50'0
1" = 50 FT
60160HAM-S2THE HAMLET at JACKSONS GRANTADG BAH CARMELHAMILTON COUNTY, INDIANA01/16/19DP
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FEPRO STATE OF
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SECTION 2File Name:S:\60160HAM-S2\DWG\C100 Topographical Survey.dwg - C100Modified / By:March 6, 2019 3:25:14 PM / jwillisPlotted / By:July 1, 2019 2:12:51 PM / Kenny Mitchell03/12/19JAWREVISED PER TAC COMMENTSAPPROVAL PENDING - NOT FOR CONSTRUCTION07/01/19KJJMMOVED SANITARY STRUCTURE #JGH202VERTICAL DATUM SHALL BE BASED ON NORTH
AMERICAN VERTICAL DATUM, NAVD 29.
HORIZONTAL DATUM SHALL BE BASED ON INDIANA
STATE PLANE COORDINATES, NAD83.
HORIZONTAL CONTROL/CORRDINATE:
HARRISON MONUMENT N: 1715094.64 E: 188479.82
HARRISON MONUMENT N: 1715093.84 E: 188362.55
HARRISON MONUMENT N: 1717726.33 E: 188495.30
TEMPORARY "COCONUT FIBER MAT" OR
BELOW GRADE "CURB INLET PROTECTION",
"SEDIMENT CONTROL DEVICES"
TEMPORARY "DROP INLET PROTECTION
BASKET", "SEDIMENT CONTROL DEVICES".
ANY DAMAGE TO EXISTING IMPROVEMENTS RESULTING FROM THE CONSTRUCTION OF
THIS SECTION SHALL BE COMPLETELY REPAIRED/RESTORED TO THE SATISFACTION OF
THE CITY AT THE COMPLETION OF CONSTRUCTION. THE DEPARTMENT RECOMMENDS A
SITE VISIT WITH THE INSPECTOR PRIOR TO STARTING CONSTRUCTION TO DOCUMENT
THE CONDITION OF THE EXISTING IMPROVEMENTS. PLEASE INCLUDE A NOTE TO THIS
AFFECT ON THE PLANS.
CONSTRUCTION SEQUENCE
1.The contractor shall schedule a Pre-construction meeting with the City of Carmel prior to any constructing on the site being started. The contractor and/or developer shall notify IDEM and the City of Carmel
48 hours prior to start of construction.
2.Following the required pre-construction meeting the contractor shall construct the “posting information center” on the Northeast side of the proposed construction entrance. The location of the posting
information center is shown on Sheet C300&C301. The posting information center is the location where a copy of the approved IDEM Rule 5 Permit, Approved SWPP Plan, signed O&M Manual and
Maintenance Logs are to be located. The contractor shall proceed to construct the construction entrance after all posting requirements have been met.
3.Immediately following the installation of the construction entrance, the contractor shall construct the maintenance and refueling area. Please refer to the maintenance and refueling area detail on Sheet C307.
4.After the maintenance and refueling area is constructed, the contractor shall construct the concrete washout area per the specifications on Sheet C306. Concrete washout shall not be required if concrete truck is
equipped with self-contained chute system, similar to system provided by Enviroguard, or approved equal.
5.Prior to any earth moving the contractor shall install all silt fence as shown on Sheet C300-C302. The details and specifications for silt fence installation are located on Sheet C306.
6.The contractor shall protect all existing inlets with drop inlet protection baskets and/or fiber mats as shown on Sheet C300-C302. The details and specifications for the drop inlet baskets and fiber mats on Sheet
C306.
7.When the “existing” site/construction limits are completely stabilized, the contractor shall proceed to grade the site. The material to grade the site shall be excavated per the proposed cut & fills as shown on
Sheet C200-C201.
8.Contractor shall cut proposed swales.
9.Upon completion of swales the contractor shall install the proposed erosion control blanket in all swales as shown on Sheet C303-C304. The details and specifications for the erosion control blanket can be
found on Sheet C307.
10.The proposed storm sewer and sanitary sewer shall be installed concurrently with each other when crossings are encountered.
11.The contractor shall prepare the sub-grade for the proposed road system. If lime stabilization is the method chosen, dust shall be kept to a minimum. Dust shall be removed from the construction vehicles prior
to leaving the site.
12.Contractor shall install all concrete curb.
13.Contractor shall install water main. The trench area shall be seeded and mulched immediately following the installation of the water main.
14.Contractor shall have all other appropriate utilities installed. It is ultimately the responsibility of the contractor to ensure that the trench area is seeded and mulched immediately following the installation of
each utility.
15.Contractor shall install all asphalt pavement.
16.The contractor shall permanent seed all areas between the back of curb and the constructed pads and all other areas that are illustrated on Sheets C303-C304. The seed mixture and rate can be found on Sheet
C306.
17.The contractor shall schedule a site inspection with the City of Carmel to ensure that the site is stabilized. After the inspector approves the site conditions the contractor shall remove all temporary erosion
control practices.
18.The post-construction erosion control practices then become the responsibility of the developer of this project.
19.The developer of this project shall continue to monitor this site for good house keeping on the post-construction BMP's until a NOT is filed with IDEM.
20.The O&M Manual for this project will have to be transferred to the HOA before the NOT can be released for this project.
TO CONVERT THE 1929 BENCHMARK TO NAVD88, SUBTRACT
0.43 FEET FROM ALL ELEVATIONS. NGVD29 - 0.43' = NAVD88"
REFERENCE BENCHMARK:
HAM G-52 - A bronze disk on a concrete post projecting 1.5 feet out of the ground along U.S. Highway 31, 1.4 miles north of Interstate-465, 0.4 miles
south of 116th Street, 100 feet west of the centerline of the south bound lane of U.S. Highway 31 and 2 feet east of the right-of-way fence.
Elevation: 844.04' (NGVD 1929)
TEMPORARY BENCHMARKS:
TBM # 1 - A cut "X" found at the top of curb on the east side of the round-a-bout at 116th Street and Spring Mill Road.
Elevation: 855.05' (NGVD 1929)
TBM # 2 - A railroad spike set one foot above the ground in the north side of power pole number 21 104-B, said pole being on the south side of 116th Street
and 21 feet ± east of the drive to 951 116th Street.
Elevation: 859.30' (NGVD 1929)
TBM # 3 - A cut " " at the southeast corner of south concrete handrail on the 116th Street bridge over Williams Creek.
Elevation: 841.65' (NGVD 1929)
TBM # 4 - A railroad spike set one foot above the ground in the east side of power pole number 18-103A, said pole being on the west side of Clay Center
Road and 4 feet north of the drive to 11824 Clay Center Road.
Elevation: 867.10' (NGVD 1929)
TBM # 5 - A cut " " in the top of curb at the east end of center island at the entrance to Clay Springs Subdivision at the intersection of Clay Spring Drive
and Clay Center Road.
Elevation: 873.07' (NGVD 1929)
TBM # 6 - A cut " " in the concrete walk in the west side of Clay Center Road, 550 feet ± north of entrance to Claridge Farms Subdivision.
Elevation: 873.39' (NGVD 1929)
TBM # 7 - The top of a concrete monument found near the Northeast corner of the Southeast Quarter of the Northwest Quarter of Section 34, township 18
North, Range 3 East, 32 feet ± south of the west drive to 660 Suffolk Lane.
Elevation: 869.27' (NGVD 1929)
TBM # 8 - A railroad spike set one foot above the ground in the west side of power pole number 8386177, said pole being on the east side of Spring Mill
Road at 12433 Spring Mill Road.
Elevation: 856.00' (NGVD 1929)
TBM # 9 - A railroad spike set one foot above the ground in the west side of power pole number 8386169, said pole being on the east side of Spring Mill
Road and 90 feet ± south of the intersection of Mallard Court and Spring Mill Road.
Elevation: 860.92' (NGVD 1929)
SF SF SILT FENCE