HomeMy WebLinkAboutD200 - Site Development Plan-D202845.57847.30843.19842.38843.07845.27845.05846.77845.49846.63847.22842.96843.13842.24846.67841.68843.01842.95845.14846.32846.06845.34842.96842.24845.45845.09846.07850.66842.99852.33843.22844.64844.92842.49842.87845.77844.90852.39846.50845.34842.38841.72845.07842.90842.76842.66842.31841.90841.45842.08845.25845.21845.47841.86841.82845.71841.73841.84842.12839.84845.51845.66844.64841.52841.22845.39845.14842.08845.23841.56840.21841.50845.22845.02845.58847.41845.36847.45846.86846.86843.35OHEOHEOHEOHEOHEOHEOHEOHEOHE849.27849.36847.27843.96845.88P.W.P.845.96846.19847.49P.W.P.847.48847.18847.44843.25844.62W WW WW W
MEN
DE
N
H
ALL
D
RI
VE
82.91'147.23'N39°31'30"E20.10'34.00'N50°56'47"
E
20.10'29.81'39.32'
62.03'
149.78'145.27
'
244.11'
N
4
4
°
4
5
'
5
2
"W
1
1
8
.
3
0
'118.30'64.32'34.00'29.81'78.64'
62.03'
S50°56'47"
W
20.10'S39°31'30"W
20.10'C13
C1
N89°42'34"W
62.03'
C21
58.98'S45°14'08"W 292.46'N00°17'00"E 100.01'B.M.P.E. & R.D.E.& U.E & L.M.A.E.WWW WWW W
W
W W
84585084684784884985185285385485084684784884985185285385084784884985185285385084784884985185285310+50
853.27
10+75853.4711+00853.6711+25853.8411+75853.8212+00853.6712+25853.5212+75853.5513+00853.7013+25853.8513+50854.0012+47.26853.45LP10+00.00
852.96
LP
11+47.99853.90HP0.80%-0.60%-0.60%0.60%MEN
DE
N
H
ALL
DRI
VE
84
5
84
2
84
3
84
4
84
2
84
3
8
4
4
C.A. #27
VAR. B.M.P.E.&R.D.E.&U.E.
C.A.#8-1
VAR. B.M.P.E. & R.D.E.
& U.E & L.M.A.E.
C.A. #29
VAR. B.M.P.E.&R.D.E.
&U.E.&P.A.E.
C.A.#8-2
VAR. B.M.P.E. &
R.D.E.&U.E
3
0
'
B
-
B50' D.U. & S.S.E.& I
.
E
.
E
.
&
P
.
A
.
E
.
SCALE: 1"=10' HOR.
1"=1' VERT.
835
840
850
860
835
840
850
860
G.R. ADJACENT TRAFFICSTA. 11+90.0525.0'
30.0'
56.0'END G.R. OPPOSINGTRAFFIC 12+20.0530.0'END G.R. ADJACENTTRAFFIC 12+51.0556.0'G.R. ADJACENT TRAFFICSTA. 10+75.0530.0'
25.0'END G.R. ADJACENTTRAFFIC 10+45.0530.0'END G.R. OPPOSINGTRAFFIC 10+76.05G.R. OPPOSING TRAFFICSTA. 11+90.05G.R. OPPOSING TRAFFICSTA. 11+06.050.80%0.60%-0.60%BVCS: 12+27.23BVCE: 853.51EVCS: 12+67.23EVCE: 853.51BVCS: 11+09.19BVCE: 853.74EVCS: 11+77.19EVCE: 853.81HIGH PT. STA: 11+47.99 HIGH
PT ELEV: 853.90 PVI STA:
11+43.19
PVI ELEV: 854.01
A.D. = -1.40%
K = 48.50
68.00' VC
LOW PT. STA: 12+47.26 LOW
PT ELEV: 853.45 PVI STA:
12+47.23
PVI ELEV: 853.39
A.D. = 1.20%
K = 33.28
40.00' VC
SPEED LIMIT 25 M.P.H.
SCALE: 1"=10' HOR.
1"=1' VERT.
835
840
850
860
835
840
850
860841.46841.85841.68841.87841.13837.51841.27841.91841.60841.82839.90841.08837.50837.37837.41837.61840.16839.33837.57841.49841.58839.88837.88837.75840.77840.83837.72840.30837.59837.30836.72840.32839.95837.39839.72840.68841.54841.58841.80840.47840.15840.43840.50838.67838.04838.11840.06839.78839.92839.67836.87836.47836.09836.86836.98838.48836.40836.66836.14836.76838.68837.39836.34836.15835.69836.21836.29836.23836.62836.13840.78840.99841.51841.55840.97841.00840.71840.24840.43837.22836.79837.03836.96836.41836.97836.06836.22836.29839.74838.76838.68840.60840.93839.50840.81840.69840.18840.40840.36841.34840.73841.06841.56840.22834.29841.18840.72840.90841.90841.73841.67841.28842.12841.06836.46837.33839.39839.33836.29837.78836.31838.58835.06834.87SFMFMFMFM FMFMFM FM
FM
FM
FM
FM
SS
842.14841.87841.76840.10840.56843.05842.60842.47841.50841.35C.O.841.70C.O.841.59C.O.842.52S FW(FIRM)FW(FIRM)FW(
FI
R
M)
73.81'39.88'102.62'840.9M.E.840.8M.E.840.7M.E.840.6M.E.840.8M.E.840.9M.E.840.5M.E.840.5M.E.840.4M.E.842.1843.6843.6842.1843.6843.6841.9M.E.843.2843.1841.8M.E.842.5M.E.842.6M.E.841842843840841842STA. 0.013BFE 842.56STA. 0.007BFE 842.12842843
C.A. #8-2
VAR. B.M.P.E. & R.D.E. & U.E.
840
850
840
850
SCALE: 1"=10' HOR.
1"=1' VERT.
835
840
850
835
840
850
843.77843.54843.57844.26842.71842.46841.88841.76841.55841.69841.52841.73844.07843.93842.01842.77841.43841.19841.40841.66841.67841.80841.78841.34841.42841.47841.50841.67841.14841.51841.55841.14841.64837.70837.81842.04841.74837.87837.86841.06837.30837.42841.08840.80834.99841.07841.14838.07837.92841.70842.14841.52841.90841.22FM
FM FMFMFMFMFMFMFM844.20844.26844.08844.36844.52844.40843.37843.07843.94844.21844.08844.08842.86844.22843.95843.95841.28841.51841.62841.52FW(FI
R
M)
FW(
FI
R
M)
FW(
FI
R
M)844.0M.E
.844.0M.E
.844.6844.5844.7844.6845.4
845.4
845.5
845.5
845.5
845.5
845.4
845.4
842.2841.5M.E.841.6M.E.8458438448
4
2
844845.3845.2841.7842.1841.6843.5844.7843.6845.0C.A. #27
VAR. B.M.P.E.&R.D.E.&U.E.
APPROX. NORMAL
HIGH WATER
EL.=841.90
PROPOSED FLOWLINE,
ALMOND DITCH
EL.=841.05
GRADED
SHELF
PROPOSED
GRADE
EXISTING
GRADE
18" REVETMENT RIP-RAP (TYP.),
SEE NOTE BELOW
WOVEN GEOTEXTILE (TYP.)
#53 STONE UNDER
GRADED SHELF
ARCH, TOP
EL.=851.90
ARCH, CROWN
EL.=850.908'4:1
7:17:1
3:1
4:1
6'6.0'
15'
4"3"
76"
23'
8"27"4"24"28"4"1.20"15'
23'
8"
24"
6"42"12"4"20"MIN.28"12"4"1.20"6"42"12"
1 1
2" - 165#/SYD. HMA SURFACE, TYPE 'B' 9.5 mm ON
2" - 220#/SYD. HMA INTERMEDIATE, TYPE 'B', 19.0 mm ON
3" - 330#/SYD. HMA BASE, TYPE 'B', 25.0 mm ON
6" - COMPACTED AGGREGATE #53 ON
2.0%2.0%
A
B
C
D
A B C D
PEDESTRIAN FENCE
ON HEADWALL (TYP)
3" LIMESTONE CAP
24"
STEEL BACKED
TIMBER GUARDRAIL
48' LONG PRECAST REINFORCED CONCRETE ARCH BRIDGE
SCALE: 1"=10' HOR.
1"=1' VERT.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 PLAND202ADDED PATH BRIDGE PLAN & PROFILE TITLES07/16/21ADGGRAPHIC 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 - D202Modified / By:August 18, 2021 1:21:41 PM / RMorrisPlotted / By:August 18, 2021 1:50:09 PM / Raven MorrisJACKSON'S GRANT ON WILLIAMS CREEKBRIDGE & PATH PLANS12/09/20REVISED WILLIAMS CREED PEDESTRIAN BRIDGEKJJM01/25/21REVISED PER SJCA COMMENTSDSME
L
L
I
O
T
C
R
E
E
K
Approximate Limits of Floodplain
per the Williams Creek Hydraulic
Analysis performed by
Christopher B. Burke Engineering, Ltd.
Project No. 07-760
Approximate Limits of Floodway
(Zone AE) scaled from
FIRM Panel No. 18057C0208G
Dated November 19, 2014
WILLI
A
M
S
C
R
E
E
K
Sewer Easement per
Instr. No. 200000007914
in favor of Clay Township
Regional Waste Destrict25'3
0
'
Non-Exclusive Sanitary
Sewer Easement in favor of
TriCo Regional Sewer District
Instr. No. 2018033773
WILLIAMS CREEKMATCH EXIST.
8' WIDE ASPHALT
PATH
MATCH EXIST.
8' WIDE ASPHALT
PATH
EXIST. 8' WIDE
ASPHALT PATH
MATCH EXIST.
8' WIDE ASPHALT
PATH
PEDESTRIAN BRIDGE
(SEE DETAILS AND
SPECIFICATIONS,
SHEET C803)
5:
1
5:1
5.00%5.00%
5.00
%
5.00%
FLOWLINE,
ELLIOT CREEK
EL.=836.54
DECK
EL.=843.65
LOW BEAM
EL.=842.40
MATCH EX.
EL.=840.91
MATCH EX.
EL.=841.803:15:13:13:1
Approximate Limits of Floodway
(Zone AE) scaled from
FIRM Panel No. 18057C0208G
Dated November 19, 2014
PEDESTRIAN BRIDGE
(SEE DETAILS AND
SPECIFICATIONS,
SHEETS C804 - C805)
ABUTMENT, TOP
EL.=845.53
ABUTMENT, TOP
EL.=845.53
PROFILE VIEW
(DOWNSTREAM)
PROFILE VIEW
(UPSTREAM)
ABUTMENT, DECK
EL.=844.01
ABUTMENT, DECK
EL.=844.01
FLOWLINE,
WILLIAMS CREEK
EL.=838.20
3.00%
3.00%
MATCH EX.
EL.=841.60
MATCH EX.
EL.=844.01
PROFILE VIEW
(DOWNSTREAM)
ROAD CROWN
EL.=853.90
EX. FLOWLINE,
ALMOND DITCH
EL.=841.26
ROAD CROWN
EL.=853.90
HEADWALL
EL.=853.90
ARCH, CROWN
EL.=850.90
ARCH, BOTTOM
EL.=838.88
FOOTER, TOP
EL.=839.05 12.0' RISE48.0' LENGTH
ARCH, TOP
EL.=851.90
HEADWALL
EL.=853.90
ARCH, TOP
EL.=851.90
ARCH, CROWN
EL.=850.90
ARCH, BOTTOM
EL.=838.88
FOOTER, TOP
EL.=839.06 12.0' RISE9.0'APPROX. NORMAL
HIGH WATER
EL.=841.90
32.0' SPAN
APPROX. LIMITS OF ALMOND DITCH FLOODPLAIN
EXIST. GRADE
ALONG ALMOND
DITCH FLOWLINE
EL: 841.35
EXIST. GRADE
EXIST.
GRADE
EXIST.
GRADE
NOTES
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.MIN. 8.0' CLEARANCEGRADED SHELF
APPROX. EL.=842.40
PROPOSED
FLOWLINE,
ALMOND DITCH
EL.=841.05 0.5'PROPOSED GRADE
ALONG ALMOND
DITCH FLOWLINE
EL: 840.75
TYPICAL SCOUR PROTECTION DETAIL (SECTION)
(NOT-TO-SCALE)
NOTE: SEE SCOUR
PROTECTION DETAIL,
THIS SHEET.
APPROX. NORMAL
HIGH WATER
EL.=838.00
2' WIDTH FROM
PROPOSED ABUTMENT,
COMPACTED #53
STONE TO 6" DEPTH
2'
2'
SHELF (3:1 MAX. SLOPE)
2' WIDTH FROM
PROPOSED ABUTMENT,
COMPACTED #53
STONE TO 6" DEPTH
APPROX. NORMAL
HIGH WATER
EL.=839.50
2' WIDTH FROM
PROPOSED ABUTMENT,
COMPACTED #53
STONE TO 6" DEPTH
2' WIDTH FROM
PROPOSED ABUTMENT,
COMPACTED #53
STONE TO 6" DEPTH
3:1
SECTION VIEW
GUARD RAIL
(SEE DETAILS SHEET. C802)
GUARD RAIL
(SEE DETAILS SHEET. C802)
SEE DETAILS E 723-CCSP-03/04 ON SHEET C802 FOR TYPICAL DIMENSIONS AND NOTES.
TYPICAL STREET SECTION DETAIL AT BRIDGE
(NOT-TO-SCALE)
GUARD RAIL
PROPOSED GUARDRAIL END
TREATMENT IS NOT FLARED
PROPOSED GUARDRAIL END
TREATMENT IS NOT FLARED
HEADWALL
SIDEWALK
C/L ROADWAY
MENDENHALL DRIVE ALMOND DITCH
ALMOND DITCH
PLAN VIEW
(UPSTREAM)
PLAN VIEW
(DOWNSTREAM)