HomeMy WebLinkAboutD200 - Site Development Plan-D200841.46841.85842.07843.77843.54843.57844.26842.71842.46841.88842.24842.21843.92842.62841.36840.43839.41839.33840.01840.09840.67840.64841.08840.95840.92840.86841.06840.64840.57840.56841.06841.17841.76841.55841.69841.52841.73841.68841.87842.04841.13837.51841.27841.91841.60841.82839.90841.08837.50837.37837.41837.61840.16839.33837.57841.49841.58839.88837.88837.75840.77840.83837.72840.30837.59837.30836.72840.32839.95837.39839.72840.68841.54841.58841.80840.47840.15844.07843.93841.94842.01842.77843.05843.91842.98842.08837.41837.28837.16837.40837.91837.77837.28838.18838.28843.55842.06841.77842.14842.32842.05842.87842.26843.98843.24843.25842.10842.38842.99841.23842.12844.02843.94840.93840.20843.78843.82839.11838.79839.02842.66842.07839.24839.19839.37842.39838.21837.92837.30838.12837.07838.12841.31841.00839.79839.48839.83840.84839.94839.66840.46840.59840.47840.96841.07840.66841.03840.65840.38840.82841.03840.70840.59841.08840.78840.71840.79840.72840.86841.11841.30841.07840.92841.13841.24841.08841.18841.43841.19841.40841.66841.67841.80841.78841.34841.42841.47841.50841.67841.14841.51841.55841.14841.64837.70837.81842.04841.74837.87837.86841.06837.30837.42841.08840.80834.99841.07841.14838.07837.92841.70842.14841.52841.90841.22840.43840.50838.67838.04838.11840.06839.78839.92839.67836.87836.47836.09836.86836.98838.48836.40836.66836.14836.76838.68837.39836.34836.15835.69836.21836.29836.23836.62836.13840.78840.99841.51841.55840.97841.00840.71840.24840.43837.22836.79837.03836.96836.41836.97836.06836.22836.29839.74838.76838.68840.60840.93839.50840.81840.69840.18840.40840.36841.34840.73841.06841.56840.22834.29841.18840.72840.90841.90841.73841.67841.28842.12841.06836.46837.33839.39839.33836.29837.78836.31838.58835.06834.87C.A. #26
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VAR. B.M.P.E.&R.D.E.&U.E.
C.A. #8-2
VAR. B.M.P.E. & R.D.E. & U.E.DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO.
SHEET NO.
DRAWN BY:CHECKED BY: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: 317.849.5942THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.SITE DEVELOPMENT PLAND200
LEGEND
EXISTING SANITARY SEWER
EXISTING FORCE MAIN
EXISTING STORM SEWER
EXISTING WATER LINE
EXISTING CONTOUR
EXISTING WATERWAY FLOWLINE
EXISTING EDGE OF WATERWAY
PROPOSED CONTOUR
PROPOSED GRADE ELEVATION
M.E.MATCH EXISTING
PROPOSED 8' ASPHALT MULTI-USE PATH
APPROXIMATE LIMITS OF FLOODWAY,
AS SCALED FROM FIRM MAP
PANEL Nos.: 18057C0208G
DATED: NOVEMBER 19, 2014
APPROXIMATE LIMITS OF FLOODWAY FRINGE,
AS SCALED FROM FIRM MAP
PANEL Nos.: 18057C0208G
DATED: NOVEMBER 19, 2014
APPROXIMATE LIMITS OF FLOODWAY FRINGE,
PER THE WILLIAMS CREEK HYDRAULIC
ANALYSIS PERFORMED BY CHRISTOPHER B.
BURKE ENGINEERING, Ltd.
PROJECT No. 07-760
100-Yr. BASE FLOOD ELEVATION(S) ALONG
WILLIAMS CREEK, ALMOND DITCH, AND
ELLIOT CREEK PER THE WILLIAMS CREEK
HYDRAULIC ANALYSIS PERFORMED BY
CHRISTOPHER B. BURKE ENGINEERING, Ltd.
PROJECT No. 07-760
STA. 100.0000
BFE 850.00
BENCHMARK NOTE
TO CONVERT THE 1929 BENCHMARK TO NAVD88, SUBTRACT 0.43 FEET
FROM ALL ELEVATIONS. NGVD29 - 0.43' = NAVD88"
CONTACTS
CARMEL UTILITIES
FOR WATER LOCATES
(317) 571-2648
TriCo REGIONAL SEWER UTILY
FOR SANITARY SEWER LOCATES
(317) 844-9200
GRAPHIC SCALE
( IN FEET )
1" = 30 FT
60160REP-S8
PDR BKR CARMEL, CLAY TOWNSHIPHAMILTON COUNTY, INDIANA10/19/20File Name:S:\60160REP-S8\DWG\DNR Plans\D200 - Site Development Plan.dwg - D200Modified / By:August 18, 2021 1:21:41 PM / RMorrisPlotted / By:August 18, 2021 1:48:48 PM / Raven MorrisJACKSON'S GRANT ON WILLIAMS CREEKBRIDGE & PATH PLANS12/09/20REVISED WILLIAMS CREED PEDESTRIAN BRIDGEKJJM01/25/21REVISED PER SJCA COMMENTSDSMPEDESTRIAN BRIDGE
OVER ELLIOT CREEK
(SEE SHEET C202 FOR
CROSSING PROFILE)
PEDESTRIAN BRIDGE
OVER WILLIAMS CREEK
(SEE SHEET C202 FOR
CROSSING PROFILE)
WILLI
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K ALMOND DITCHEXIST. 8' WIDE
ASPHALT PATH
MATCH EXIST.
8' WIDE ASPHALT
PATH
Approximate Limits of Floodway
(Zone AE) scaled from
FIRM Panel No. 18057C0208G
Dated November 19, 2014
Approximate Limits of Floodway
(Zone AE) scaled from
FIRM Panel No. 18057C0208G
Dated November 19, 2014
Approximate Limits of Floodplain
per the Williams Creek Hydraulic Analysis
performed by Christopher B. Burke Engineering, Ltd.
Project No. 07-760
Approximate Limits of Floodplain
per the Williams Creek Hydraulic Analysis
performed by Christopher B. Burke Engineering, Ltd.
Project No. 07-760
Approximate Limits of Floodplain
per the Williams Creek Hydraulic
Analysis performed by
Christopher B. Burke Engineering, Ltd.
Project No. 07-760
Approximate Limits of Floodplain
per the Williams Creek Hydraulic Analysis
performed by Christopher B. Burke Engineering, Ltd.
Project No. 07-760
Approximate Limits of Floodplain
per the Williams Creek Hydraulic
Analysis performed by
Christopher B. Burke Engineering, Ltd.
Project No. 07-760
BENCHMARK DATA
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 SQUARE 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 SQUARE 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 SQUARE 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)
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)
5:
1
5:1
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5
.
0
0%5.00%
5.0
0
%5:15:15:15:1NOTES
THIS SURVEY REFLECTS ABOVE GROUND INDICATIONS OF UTILITIES
AND INFORMATION AVAILABLE FROM UTILITY COMPANIES. THE
SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND
UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA,
EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES
NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN
THE EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY
THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE
INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY
LOCATED THE UNDERGROUND UTILITIES.
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
RIGHT-OF-WAY.
NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT AN
APPROVED STORM WATER MANAGEMENT PERMIT.
STORM WATER CONTROLS SHOWN ON THE SWPPP SHOULD BE
INSTALLED AS SOON AS PRACTICAL.
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.
EXISTING PAVEMENT TO BE SAW CUT TO A CLEAN EDGE ADJACENT TO
ANY WIDENING, AUXILIARY LANES, ETC.
THE CONTRACTOR IS TO AVOID CLEARING TREES IN CONSTRUCTING
THE PATHS / CROSSINGS WITHIN THE FLOODWAY.