HomeMy WebLinkAboutSecondary Plat 3-4SHEET 3 OF 6
ALBANY VILLAGE
SECONDARY PLAT
HAMILTON COUNTY, CLAY TOWNSHIP
(SECTION 20, TOWNSHIP 18 NORTH, RANGE 3 EAST)
CITY OF CARMEL
SEE SHEET 1 FOR CURVE TABLE
SEE SHEET 6 FOR LAND DESCRIPTION
Grid North
Scale: 1" = 50'
25 50 1000
LOT NUMBER
D.E. DRAINAGE EASEMENT
B.L. BUILDING LINE
C.A. COMMON AREA
T.P.E. TREE PRESERVATION EASEMENT
R.D.E. REGULATED DRAINAGE EASEMENT
EMERGENCY OVERFLOW PATH
D.&U.E. DRAINAGE & UTILITY EASEMENT
R/W RIGHT-OF-WAY
S.F. SQUARE FEET
D.U.&S.S.E. DRAINAGE, UTILITY AND SANITARY SEWER EASEMENT
S.V.E. SIGHT VISIBILITY EASEMENT
P.A.E. PATH ACCESS EASEMENT
15482
ADDRESS
U.E. UTILITY EASEMENT
L.M.A.E. LANDSCAPE MAINTENANCE ACCESS EASEMENT
FOR CONTINUATION SEE SHEET 2 OF 6
SHEET 4 OF 6SEE SHEET 1 FOR CURVE TABLE
SEE SHEET 6 FOR LAND DESCRIPTION
ALBANY VILLAGE
SECONDARY PLAT
HAMILTON COUNTY, CLAY TOWNSHIP
(SECTION 20, TOWNSHIP 18 NORTH, RANGE 3 EAST)
CITY OF CARMEL
Grid North
Scale: 1" = 50'
25 50 1000
LOT NUMBER
D.E. DRAINAGE EASEMENT
B.L. BUILDING LINE
C.A. COMMON AREA
T.P.E. TREE PRESERVATION EASEMENT
R.D.E. REGULATED DRAINAGE EASEMENT
EMERGENCY OVERFLOW PATH
D.&U.E. DRAINAGE & UTILITY EASEMENT
R/W RIGHT-OF-WAY
S.F. SQUARE FEET
D.U.&S.S.E. DRAINAGE, UTILITY AND SANITARY SEWER EASEMENT
S.V.E. SIGHT VISIBILITY EASEMENT
P.A.E. PATH ACCESS EASEMENT
15482
ADDRESS
U.E. UTILITY EASEMENT
L.M.A.E. LANDSCAPE MAINTENANCE ACCESS EASEMENT
FOR CONTINUATION SEE SHEET 3 OF 6THIS INSTRUMENT PREPARED BY:
KRISTOPHER K. EICHHORN
HWC ENGINEERING
135 NORTH PENNSYLVANIA STREET, SUITE 2800
INDIANAPOLIS, IN 46204
PHONE: (317) 347-3663
DEVELOPED BY:
LAMB PROPERTY DEVELOPER, LLC
9757 WESTPOINT DRIVE, SUITE 600
INDIANAPOLIS, INDIANA 46256
PHONE (317) 863-2057
THIS INSTRUMENT PREPARED BY:
KRISTOPHER K. EICHHORN
HWC ENGINEERING
135 NORTH PENNSYLVANIA STREET, SUITE 2800
INDIANAPOLIS, IN 46204
PHONE: (317) 347-3663
DEVELOPED BY:
LAMB PROPERTY DEVELOPER, LLC
9757 WESTPOINT DRIVE, SUITE 600
INDIANAPOLIS, INDIANA 46256
PHONE (317) 863-2057FOR CONTINUATION SEE SHEET 4 OF 6FOR CONTINUATION SEE SHEET 5 OF 6
SUBDIVISION MONUMENTATION
MONUMENTS THAT ARE SHOWN ON THIS PLAT WILL BE SET IN
PLACE AFTER THE RECORDATION OF THIS PLAT. AN AFFIDAVIT,
CROSS-REFERENCED TO THIS PLAT, WILL BE RECORDED AFTER
THE SUBDIVISION MONUMENTATION HAS BEEN COMPLETED NO
LATER THAN TWO (2) YEARS AFTER RECORDATION OF THIS PLAT.
SUBDIVISION MONUMENTS
DENOTES A 5/8" DIA. STEEL ROD 12" LONG WITH 1-1/2" DIA.
TAPERED BRASS CAP HAVING A CUT "X" IN TOP SET FLUSH WITH
THE FINISH STREET SURFACE.
DENOTES A 5/8" REBAR, WITH CAP MARKED "HWC ENGINEERING FIRM
#0114", 30" LONG TO BE SET AT LOT CORNERS, INCLUDING
BEGINNING AND ENDING OF CURVES AND THE INTERSECTION OF
LINES.
DENOTES 4"x4" CONCRETE MONUMENT SET VERTICALLY IN PLACE
WITH AN IRON OR COPPER DOWEL SET FLUSH WITH THE TOP OF THE
MONUMENT OR EXISTING R/W MARKER FOUND
SUBDIVISION MONUMENTATION
MONUMENTS THAT ARE SHOWN ON THIS PLAT WILL BE SET IN
PLACE AFTER THE RECORDATION OF THIS PLAT. AN AFFIDAVIT,
CROSS-REFERENCED TO THIS PLAT, WILL BE RECORDED AFTER
THE SUBDIVISION MONUMENTATION HAS BEEN COMPLETED NO
LATER THAN TWO (2) YEARS AFTER RECORDATION OF THIS PLAT.
SUBDIVISION MONUMENTS
DENOTES A 5/8" DIA. STEEL ROD 12" LONG WITH 1-1/2" DIA.
TAPERED BRASS CAP HAVING A CUT "X" IN TOP SET FLUSH WITH
THE FINISH STREET SURFACE.
DENOTES A 5/8" REBAR, WITH CAP MARKED "HWC ENGINEERING FIRM
#0114", 30" LONG TO BE SET AT LOT CORNERS, INCLUDING
BEGINNING AND ENDING OF CURVES AND THE INTERSECTION OF
LINES.
DENOTES 4"x4" CONCRETE MONUMENT SET VERTICALLY IN PLACE
WITH AN IRON OR COPPER DOWEL SET FLUSH WITH THE TOP OF THE
MONUMENT OR EXISTING R/W MARKER FOUND
12/13/21