HomeMy WebLinkAboutC201_Site PlanMULTI-TENANT 'A'
4,920 gsf
MULTI-TENANT 'B'
5,030 gsf
MULTI-TENANT 'C'
4,920 gsf9 SPACES @ 9' EA. [81']18'12'12'18'10 SPACES @ 9' EA. [90']10 SPACES @ 9' EA. [90']18'18'12'12'9'9'9'4 SPACES @ 9' EA. [36']R4.5'
19'9'9 SPACES @ 9' EA. [81']1
1
4
2
3
1
1
3
3
R5.5'
R15
.
5
'R28'11'11'R5'
18'
4
1
4
4
R1.5'
R22.5'21'1
4
5
6
6
9
5
8
7
10
11
7
2
3
44
1
1R5.5
'
R15'R27.5'4
1
12'12'
6.5'12.9'1
8'21.7'10'98'13.5'
76.9'
6'8'6'
R4.5'
VAR.
S.S.E.13.3'27'R15'34
12'R5.5'3
12'
6.5'6'2
3
1
5'12'8'12'8'12'8'8'27'37.7'6'22.1'R15'
4
'
13
13
2
9'9'9'9'9'
1
8
.1
'
9'9'
2
2
13
2
2
2
24.2'27.2'10'21'
210'4.8'2
28'32.3'> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o o476
475
474
68 L.F. 1
2
"
R.
C.
P.
@
1.
3
3
%93 L.F. 12" R.C.P. @ 0.94%41 L.F. 12" R.C.P. @ 1.00%
473
63 L.F. 12" R.C.P. @ 0.45%470
115 L.F. 12"
R
.
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.
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.
@
0
.
4
8
%80 L.F. 12" R.C.P. @ 0.30%471
24 L.F. 12" R.C.P. @ 0.67%
448 GASGASGASGASGASGASGASWWWWWWC.O.
C.O.
C.O.
S
EX. MH. #JGV819
T.C.=856.41
8" SDR-35 PVC W INV.=848.68
11
VAR. I.E.E.&
D.U.&S.S.E.
VAR. I.E.E.&
D.U.&S.S.E.
Gas Line Easement
Inst. #2017-013563
Gas Line Easement
Inst. #2017-013563
30' R.D.E
.
Inst. #20
2
3
-
0
4
2
6
7
1
30' R.D.E.
Inst. #2023-042671
30' R.D.E.
Inst. #2023-042671
30' R.D.E.
VAR. I.E.E.&
D.U.&S.S.E.30' R.D.E.Inst. #2023-04267130' R.D.E.Inst. #2023-04267130' R.D.E.30'
R
.D
.E
.30' R.D.E.30' R.D.E.35' R.D.E.15
18'13.5'18'12'12'83.6'50'103.3'48'
16
17
1750'104.3'
21'71'> o o o
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o
o
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o
o> o o o> o o o> o o o22.3'4'5'4'CTVCTVCTVGASGASGASCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS OHEOHEOHE OHE
FOFO FO FO2
16
17
18
16
17
17
2 2
2
2
2
14
12
12
12
5.1'3'4'19
S
SS
SS
F
S
SS
F
Drainage Inlet
TC: 855.37'
N: 12" RCP Inv.= 851.23'
S: 12"RCP Inv.=850.84'
Drainage Inlet
T/C: 851.65' shot as 852.15'
N: 12" RCP Inv.=850.12'
S: 12" RCP Inv.=850.10'
ASPHALT
ASPHALTDIRT
VILLAGE GREEN DR
VILLAGECORNER COURTDrainage Inlet
TC: 853.99'
N: 18" RCP Inv.=849.88'
E: 12" RCP Inv.= 849.88'
S: 12"RCP Inv.=849.98'
W: 12" RCP Inv.=849.98'
Drainage Inlet
TC: 854.15'
N: 12" RCP Inv.=850.53'
Drainage Inlet
TC: 853.90'
N: 21" RCP Inv.=849.51'
S: 18"RCP Inv.=849.61'
Drainage Inlet
TC: 854.25'
N: 21" RCP Inv.=849.21'
S: 21" RCP Inv.=849.21'
CHAIR BACK
CURB
ROLL CURB
TRANSITION
CHAIR BACK
CURB
CHAIR BACK
CURB GRASS
MEDIANASPHALTSPRINGMILL RDGRAVELCHAIR BACK
CURB
GRAVELEXPOSED CONDUIT
LIGHT POLE BASE
TREE PROTECTION FENCE 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.ADLS - SITE PLANC201
60160JGV-C
DCM BKR CARMEL, CLAY TOWNSHIPHAMILTON COUNTY, INDIANAFile Name:S:\60160JGV-C\DWG\_C201 - ADLS - Site Plan.dwg - C201Modified / By:June 13, 2024 12:07:03 PM / rmorrisPlotted / By:June 13, 2024 12:07:27 PM / Raven Morris05/15/24REVISED PER CLIENT COMMENTSRBMXX/XX/24SPRING MILL SHOPSNOTES
1.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.
2.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.
1" = 20 FT
60160JGV-C
DCM BKR CARMEL, CLAY TOWNSHIPHAMILTON COUNTY, INDIANAFile Name:S:\60160JGV-C\DWG\_C201 - ADLS - Site Plan.dwg - C201Modified / By:June 13, 2024 12:07:03 PM / rmorrisPlotted / By:June 13, 2024 12:07:27 PM / Raven Morris05/15/24REVISED PER CLIENT COMMENTSRBMXX/XX/24SPRING MILL SHOPSKEY NOTES
6" CONCRETE CURB
4" THICK CONCRETE WALK
COMBINED CONCRETE CURB & WALK
4" WIDE, SOLID YELLOW PARKING STRIP STRIPE
4" WIDE, SOLID WHITE PARKING STRIP STRIPE
ACCESSIBLE PARKING SYMBOL
ACCESSIBLE PARKING SIGN INCLUDING ONE (1)
ADDITIONAL "VAN-ACCESSIBLE" SIGN
ACCESS AISLE (PAINTED CROSS MARKS)
MARKING, CROSSWALK LINE, WHITE 24 INCH WIDE
CURB RAMP WITH DETECTABLE WARNING SURFACE
MANHOLE BOXOUT, CONCRETE (SEE DETAIL, THIS SHEET)
CONCRETE PAD (ELECTRICAL TRANSFORMER)
EXISTING ASPHALT PATH
EXISTING MONUMENT SIGN
DUMPSTER ENCLOSURE
REMOVABLE PATIO
REMOVABLE PATIO / FREE STANDING PERGOLA
FIREPLACE
ENCLOSURE FOR SMALL TRASH BINS
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
LEGEND
EXISTING ASPHALT PAVEMENT
PROPOSED CONCRETE
PROPOSED BUILDING
SITE PARKING
OPEN PARKING SPACES
PROPOSED VAN ACCESSIBLE ADA PARKING
SPACE 1
PROPOSED ADA PARKING SPACE 1
PROPOSED TYPICAL SPACES (9'x18')42
EX. DIAGONAL STREET PARKING SPACES 7
TOTAL PARKING SPACES 51
LEGEND
EXISTING SANITARY SEWER
EXISTING STORM SEWER
EXISTING WATER LINE
EXISTING FIRE HYDRANT
EXISTING WATER VALVE
EXISTING OVERHEAD ELECTRICAL LINE
EXISTING CONTOUR
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
PROPOSED CONTOUR
PROPOSED WATER LINE
PROPOSED SWALE
PROPOSED GRADE ELEVATION
PROPOSED 5' SIDEWALK (BY HOME BUILDER)
(DEVELOPER SHALL INSTALL SIDEWALKS ALONG ALL
COMMON AREAS)
PROPOSED CURB w/ 6" UNDERDRAIN
PROPOSED 6" SUB-SURFACE DRAIN
MLAG / MFPG (REAR)
LOT NUMBER
PAD GRADE
MINIMUM FINISH FLOOR ELEVATION
MLAG / MFPG (FRONT)
MFF=850.70 MINIMUM FINISH FLOOR ELEVATION IS BASED
OFF OF THE FOLLOWING CRITERIA:
1. 12" (1.0') ABOVE THE NEAREST UPSTREAM
OR DOWNSTREAM SANITARY MANHOLE,
WHICHEVER IS LOWEST.
2. 15" (1.25') ABOVE THE HIGHEST ROAD
ELEVATION
3. 6" (0.5') ABOVE THE HIGHEST MLAG
MLAG MINIMUM LOWEST ADJACENT GRADE
(FLOOD PROTECTION)
MFPG MINIMUM FLOOD PROTECTION GRADE
(LAKE / FLOOD PROTECTION)
B.L.BUILDING SETBACK LINE
D.E.DRAINAGE EASEMENT
D.U.&S.E.DRAINAGE UTILITY & SEWER EASEMENT
D.U.&S.S.E.DRAINAGE UTILITY & SANITARY SEWER
EASEMENT
S.S.E.SANITARY SEWER EASEMENT
U.E.UTILITY EASEMENT
L.M.A.E.LANDSCAPE MAINTENANCE ACCESS
EASEMENT
R RADIUS
B-B BACK OF CURB TO BACK OF CURB
M.E.MATCH EXISTING
H.P.HIGH POINT
L.P.LOW POINT
GRD. CHG.GRADE CHANGE
DENOTES SNOW FENCE TO BE INSTALLED
FOR TREE PROTECTION
OH
RISER
300
850.0
MFF=850.70
MLAG=850.2
MFPG=850.2
MLAG=848.1
MFPG=848.1
BENCHMARK DATA
TBM #1
THE NORTH RIM OF A SANITARY MANHOLE IS THE
SOUTHWEST QUADRANT OF THE INTERSECTION OF
SPRING MILL ROAD AND OTTO LANE.
ELEV=857.21 (NAVD 88)
ORIGINATING BENCHMARK
HAM 64
HAMILTON COUNTY BENCHMARK HAM 64: AN
INDIANA DEPARTMENT OF NATURAL RESOURCES
CONTROL STATION TABLES STAMPED "HAM 64 1989"
AT THE WEST 116TH STREET BRIDGE OVER
WILLIAMS CREEK ON THE SOUTHWEST CONCRETE
WINGWALL OF THE BRIDGE.
ELEV=834.28 (NAVD 88)
CONSTRUCTION LIMITS
HORIZONTAL DATUM
HORIZONTAL DATUM SHALL BE BASED ON INDIANA STATE
PLANE COORDINATES, NAD83.