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Home My WebLink About07100032-36 Primary Plat Sht. 2 of 3 Rcv. 10/15/2007 DOCSOlg 868 - _______ -_, SURROWOOD FA NIL YFARM, INC - o a vf� 0 50' 100' INST# 9909909362 ZONING S-1; N 00° 25'56"W 667.62' G I E. NICHOLAS KESTNER G 125.00' 124.35 - � � �, INST. #200400067782 ' _129= 00tCP_ -- -� !11 ZONINGS -1 \� o i 4 3 0 2 293.2715 i COMMON AREA "D" O Ot a _ - _ _ _ _ _ - -s9a 48,639sf LO CD Ir - Z LAKE o i NORMAL POOL = 863.0 --R .�-• C 20' i Co 218.68' n R 40'; O� ! U ISLAIID - -------------------------------- ------- ---- -------- - -- --- -- -- i. :o� rn ' s s i � •� G 125.00' 124.35 - � � �, INST. #200400067782 ' _129= 00tCP_ -- -� !11 ZONINGS -1 \� o i 4 3 0 2 25'D &UE 10' 2.70' 25' D & UE 18" RtT25.00' 54.85' 72.19' 25.79' 97.55' ' : �� B'a 30,163sf - C1 COMMON AREA °E" _._. INGRESS /EGRESS, PRIVATE U . `STREET - _._ 6g, . \ a7o -- - ' S.S.,D. &U.E. �.C? �e, - - -- e70 --- - - - - -, - LAKE L$QRMAL POOL = 862.5 V N Z- O *k 2 `. / i 0' 125.00' O z_ N 7 - - - -_ -- 25 D 8 UE Ni r - -- -- _ _____ / --------- - - - - -- - - - - -- (125.00) N ! i (120.00') 3 i 19 139s 6 125.00', -- - - - -- 125_00 -- 25_D & UE - - - - - -- - - - - -- __ - - --- - -- .00') -- - - - -- _ (125.00') 30' B.L. 7 8 -:, - - -- LO 30.49' 1Q8 6.67' i - - - - - - - - 8' ' 17.45' 17,249sf °) rn 20,4545f ��'` �y,_ \ 18' RCP 45. - _ ...... o rn 17,245sf ' 17,242sf n �\ `, 94'- g 2 .� Co O7 - \ \. �. \ C3 2.34' 6 R ° COpOMON REA "E,., a \� •,16.43, ?01 125.00' 125.00' 125.00' 1 28 151.70' \ 64 7 , 33' �.� -- - - - - - -- 214.09' _ - �' - c 31.57' 14.27 LANDSCAPE iISLAND v N Z Za' °o -- COMMON AREA "C" 13218' zi--- --- ^ ~� ,---- ------ 91,190sf ' -- - -- w --- Z - - - - -- - - F EAST L E NW /4 NW /4 SEC 9- T17N -R3E O w ------- (n U) of - - - - S 0 °2645" E 1335.17 gam. -- `- ----- -- --' " {" , iw v m a -- • LOT 33 LOT 32 LOT 31 LOT 30 - §i - LOT 37 LOT 36 LOT 35 LOT 34 Z�:B --- ar -- - - WINDEMERE UQ SECTION 2 of - a) U) ____ - ___- INST #9243002 9 ZONINGS - t aa------ --- -- - --- y " -970 - -- - - - - -- - - - - - -- -- - - - - -- - ass PRIVATE STREET STATEMENT JB COHEN REALTY CORP. AND ANY AND ALL SUCCESSORS AND FLOODPLAIN NOTE ASSIGNS HEREBY WAIVE ALL RIGHTS TO PETITION THE HAMILTON COUNTY HIGHWAY DEPARTMENT, THE HAMILTON COUNTY BOARD OF THIS PROJECT DOES NOT LIE WITHIN A SPECIAL FLOOD HAZARD ZONE COMMISSIONERS, OR HAMILTON COUNTY, OR THE SUCCESSOR UNIT OF AS PLOTTED BY SCALE ON THE FEDERAL EMERGENCY MANAGEMENT GOVERNMENT TO BE RESPONSIBLE FOR THE MAINTENANCE OF THE AGENCY, NATIONAL FLOOD INSURANCE PROGRAM (FIRM) FLOOD INGRESSIEGRESS EASEMENT, OR TO HAVE THE EASEMENT CONSIDERED INSURANCE RATE MAP NUMBER 18057CO215F, DATED JANUARY 5, 2001. A PUBLIC ROAD NECESSITATING MAINTENANCE BY ANY UNIT OF GOVERNMENT. WHERE INGRESS/EGRESS EASEMENTS ARE SHOWN ON THIS PLAT, THOSE WATERSHED NOTE LOT OWNERS ABUTTING SUCH EASEMENTS SHALL OWN EQUAL AND UNDIVIDED INTEREST IN SUCH EASEMENTS AS TENANTS IN COMMON, AND FITCH & JESSOP SHED IT SHALL BE THE OBLIGATION OF EACH OWNER IN COMMON WITH THE SHED #33 OTHER LOT OWNERS ABUTTING SUCH A STREET TO CONTRIBUTE AN 435.64 ACRES EQUAL SHARE OF THE COST OF THE MAINTENANCE OF SUCH STREETS. WHERE A MAJORITY OF LOT OWNERS SERVED BYA PRIVATE STREET EXISTING ZONING - Sl ELECT TO REPAIR THE PRIVATE STREET LOCATED IN THE EASEMENT AND ONE OR MORE LOT OWNERS FAIL TO PAY THEIR ALLOCABLE SHARE OF SUCH REPAIR, THEN THE OWNERS PAYING SUCH COST MAY FILE A LIEN FOR THE REASONABLE VALUE OF THE LABOR PERFORMED AND MATERIALS FURNISHED AS PRESCRIBED BY THE LIEN LAWS OF THE STATE OF INDIANAAGAINST ANY SUCH LOT AND THE OWNER THEREOF AND RECOVER THE FULL ASSESSMENT OWED TOGETHER WITH INTEREST FROM DUE DATE AND REASONABLE ATTORNEYS FEES. THE PRIVATE CURVE DATA TILITIES TO SERVE SAID LOTS ALL PRIVATE EASEMENT MAY CONTAIN U STREET EASEMENTS SHALL BE A UTILITY EASEMENT. SITE CONSTRUCTION SEQUENCE A. INSTALL CONSTRUCTION ENTRANCE ALONG THE PROPOSED ENTRANCE. B. START MASS EARTHWORK, LAKE CONSTRUCTION FOLLOWED BY EROSION CONTROL. C. INSTALL AND CONNECT ALL INFRASTRUCTURE. D. MAINTAIN EROSION CONTROL. CURVE NO. RADIUS LENGTH CHORD DELTA Ct 100.00' 21.45' 21.45' 12 °18'44• C2 150.00' 130.18' 126.13' 49 °43'30' C3 150.00' 130.18' 126.13' 49 °43'30" C4 100.00' 42.09' 41.78' 24 °06'54" C5 300.00' 139.62' 138.37 26 °39'58' GENERAL NOTES I Z 1. ALL SANITARY SEWER SHALL BE 8' PVC UNLESS NOTED OTHERWISE. w HA. SURFACE H.A. SURFACE w 2. WATER MAIN THRU THE SUBDIVISION TO BE 8" PVC. in H.A. BINDER n HA. BINDER 3. PRIVATE STREETTO BE 30' IN WIDTH AND HAVEA59 INGRESS v STONE BASE a+ STONE BASE EGRESS EASEMENT. 4. ALL LOTS TO 10' SIDEYARD SETBACK AND 20' REAR YARD SETBACK. I I I I 5. S.O.S. TYPE ACCESS DEVICES SHALL BE INSTALLED AT THE GATE 6" (MIN.) COMPACTED OR 6" (MIN.) COMPACTED OR W/ A BATTERY BACKUP. UNDISTURBED SOIL UNDISTURBED SOIL 6. BLUE REFLECTORS TO BE PLACE IN THE STREET PERPENDICULAR 106th STREET @ ENTRANCE LOCAL STREET PAVEMENT SECTION TO FIRE HYDRANTS, TO ALLOW FIRE DEPARTMENT TO MORE EASILY PAVEMENT SECTION NO SCALE LOCATE HYDRANTS DURING AN EMERGENCY. NO SCALE LAND DESCRIPTION Part of the East Half of the Northeast Quarter of the Northwest Quarter of Section 9, Township 17 North, Range 3 East Clay Township, Hamilton County, Indiana, more particularly described as follows: Commencing at the Northwest comer of the Northwest Quarter of Section 9, Township 17 North, Range 3 East, Clay Townshp, Hamilton County Indiana; thence North 88 degrees 52 minutes 28 seconds East (assumed bearing) 13331.05 feet on and along the North line of said Northwest Quarter to the POINT OF BEGINNING of this description, said point being the Northeast comer of the Northwest Quarter of said Northwest Quarter, thence South 00 degrees 26 minutes 45 seconds East 1335.17 feet on and along the East line of the Northwest Quarter of said Northwest Quarter to the Southeast comer of the Northwest Quarter of said Northwest Quarter, thence South 88 degrees 51 minutes 52 seconds West 423.08 feet on and along the South line of the Northwest Quarter of said Northwest Quarter, thence North 00 degrees 25 minutes 56 seconds West a distance of 667.62 feet to a point on the North line of the South Half of the Northwest Quarter of the said Northwest Quarter, thence North 88 degrees 52 minutes 10 seconds East on and along the North line of the South Half of the Northwest Quarter of the said Northwest Quarter a distance of 90.01 feet to the Southwest comer of the East Half of the Northeast Quarter of the Northwest Quarter of said Northwest Quarter, thence North 00 degrees 25 minutes 56 seconds west 667.61 on and along the West line of the East half of the Northeast Quarter of the Northwest Quarter of said Northwest Quarter; thence North 88 degrees 52 minutes 28 seconds East a distance of 332.77 feet on and along the North line of said Northwest Quarter to the POINT OF BEGINNING, containing 11.58 acres more or less and subject to all rights of ways and easements o' record. 50' INGREES / EGRESS EASEMENT ew EXISTING STORM PIPE OFFSITE 9% DRAINAGE _ _ - EASEMENT 50.00' r ". m 0M ± ui a < i w _ � z 33.50' N _.. iV LO o l EGRESS _ _ - - - - - _� _ \.T _ _ � , Z o _ _'� y W m LAKE • � NORMAL POOL = 863.0 i 1;' COMMON AREA "B" i 42,670sf R BPECIFICAWNJ BOTH SIDES OF ROAD. TYPICAL STREET SECTION NO SCALE COMMON AREA "B" LOT 29 r N � 1 0 0� APPARENT o - EXISTING ' 2ZPVT.+- 50.00' Lu Z Z� - o6 ww ZN °o LEGEND EXISTING 5T STORM SEWER 5 SANITARY SEWER W WATER LINE X - FENCE LINE -OIiE OVERHEAD UTILITIES t - TELEPHONE LINE it STORM MANHOLE X ® STORM INLETS SANITARY MANHOLES t UTILITY POLES TREE TREE LINE PROPOSED I- w ® STORM SEWER SANITARY SEWER - - - WATER MAIN -�• • - FLOWLINE SANITARY MANHOLE 0 STORM MANHOLE 0 STORM INLET V FIRE HYDRANT EXISTING SANITARY STRUCTURE LOCATION WITHIN THE WINDEMERE SUBDIVISION HOLEYMOLEYS4rs 'DIG SAFELY• 0 'IT'S THE LAW' cuc z "aamc ars aEra�a rou ac 1- 800- 382 -5544 naicawsr�uw roexc.,wre wrrrwrxorvrec nE ucE�v..n cuw.xw.¢wnc rnomwne+.°cars a�acecaru=x�vc waec o ° J CO _ N m IL Z F- < vJ I J Z Z Q 0 J Q 0 O Q 3 U U ° ° nU n Z N Ln L C Z 1.5 C W �Zn ro J V^ N m Project No: 07093 Sheet No: 2 of 3 O Ot a a� O c LO CD - - i c _ 16,798sf o , ,� o o i i .�-• C ; s C Co 218.68' n n 25' TREE PRESERVATION EASEMENT 43 .92 (126.89') 30'8.L. ( ) 1 - -------------------------------- ------- ---- -------- - -- --- -- -- - - - - -� - - 1 - - '_- V N Z- O *k 2 `. / i 0' 125.00' O z_ N 7 - - - -_ -- 25 D 8 UE Ni r - -- -- _ _____ / --------- - - - - -- - - - - -- (125.00) N ! i (120.00') 3 i 19 139s 6 125.00', -- - - - -- 125_00 -- 25_D & UE - - - - - -- - - - - -- __ - - --- - -- .00') -- - - - -- _ (125.00') 30' B.L. 7 8 -:, - - -- LO 30.49' 1Q8 6.67' i - - - - - - - - 8' ' 17.45' 17,249sf °) rn 20,4545f ��'` �y,_ \ 18' RCP 45. - _ ...... o rn 17,245sf ' 17,242sf n �\ `, 94'- g 2 .� Co O7 - \ \. �. \ C3 2.34' 6 R ° COpOMON REA "E,., a \� •,16.43, ?01 125.00' 125.00' 125.00' 1 28 151.70' \ 64 7 , 33' �.� -- - - - - - -- 214.09' _ - �' - c 31.57' 14.27 LANDSCAPE iISLAND v N Z Za' °o -- COMMON AREA "C" 13218' zi--- --- ^ ~� ,---- ------ 91,190sf ' -- - -- w --- Z - - - - -- - - F EAST L E NW /4 NW /4 SEC 9- T17N -R3E O w ------- (n U) of - - - - S 0 °2645" E 1335.17 gam. -- `- ----- -- --' " {" , iw v m a -- • LOT 33 LOT 32 LOT 31 LOT 30 - §i - LOT 37 LOT 36 LOT 35 LOT 34 Z�:B --- ar -- - - WINDEMERE UQ SECTION 2 of - a) U) ____ - ___- INST #9243002 9 ZONINGS - t aa------ --- -- - --- y " -970 - -- - - - - -- - - - - - -- -- - - - - -- - ass PRIVATE STREET STATEMENT JB COHEN REALTY CORP. AND ANY AND ALL SUCCESSORS AND FLOODPLAIN NOTE ASSIGNS HEREBY WAIVE ALL RIGHTS TO PETITION THE HAMILTON COUNTY HIGHWAY DEPARTMENT, THE HAMILTON COUNTY BOARD OF THIS PROJECT DOES NOT LIE WITHIN A SPECIAL FLOOD HAZARD ZONE COMMISSIONERS, OR HAMILTON COUNTY, OR THE SUCCESSOR UNIT OF AS PLOTTED BY SCALE ON THE FEDERAL EMERGENCY MANAGEMENT GOVERNMENT TO BE RESPONSIBLE FOR THE MAINTENANCE OF THE AGENCY, NATIONAL FLOOD INSURANCE PROGRAM (FIRM) FLOOD INGRESSIEGRESS EASEMENT, OR TO HAVE THE EASEMENT CONSIDERED INSURANCE RATE MAP NUMBER 18057CO215F, DATED JANUARY 5, 2001. A PUBLIC ROAD NECESSITATING MAINTENANCE BY ANY UNIT OF GOVERNMENT. WHERE INGRESS/EGRESS EASEMENTS ARE SHOWN ON THIS PLAT, THOSE WATERSHED NOTE LOT OWNERS ABUTTING SUCH EASEMENTS SHALL OWN EQUAL AND UNDIVIDED INTEREST IN SUCH EASEMENTS AS TENANTS IN COMMON, AND FITCH & JESSOP SHED IT SHALL BE THE OBLIGATION OF EACH OWNER IN COMMON WITH THE SHED #33 OTHER LOT OWNERS ABUTTING SUCH A STREET TO CONTRIBUTE AN 435.64 ACRES EQUAL SHARE OF THE COST OF THE MAINTENANCE OF SUCH STREETS. WHERE A MAJORITY OF LOT OWNERS SERVED BYA PRIVATE STREET EXISTING ZONING - Sl ELECT TO REPAIR THE PRIVATE STREET LOCATED IN THE EASEMENT AND ONE OR MORE LOT OWNERS FAIL TO PAY THEIR ALLOCABLE SHARE OF SUCH REPAIR, THEN THE OWNERS PAYING SUCH COST MAY FILE A LIEN FOR THE REASONABLE VALUE OF THE LABOR PERFORMED AND MATERIALS FURNISHED AS PRESCRIBED BY THE LIEN LAWS OF THE STATE OF INDIANAAGAINST ANY SUCH LOT AND THE OWNER THEREOF AND RECOVER THE FULL ASSESSMENT OWED TOGETHER WITH INTEREST FROM DUE DATE AND REASONABLE ATTORNEYS FEES. THE PRIVATE CURVE DATA TILITIES TO SERVE SAID LOTS ALL PRIVATE EASEMENT MAY CONTAIN U STREET EASEMENTS SHALL BE A UTILITY EASEMENT. SITE CONSTRUCTION SEQUENCE A. INSTALL CONSTRUCTION ENTRANCE ALONG THE PROPOSED ENTRANCE. B. START MASS EARTHWORK, LAKE CONSTRUCTION FOLLOWED BY EROSION CONTROL. C. INSTALL AND CONNECT ALL INFRASTRUCTURE. D. MAINTAIN EROSION CONTROL. CURVE NO. RADIUS LENGTH CHORD DELTA Ct 100.00' 21.45' 21.45' 12 °18'44• C2 150.00' 130.18' 126.13' 49 °43'30' C3 150.00' 130.18' 126.13' 49 °43'30" C4 100.00' 42.09' 41.78' 24 °06'54" C5 300.00' 139.62' 138.37 26 °39'58' GENERAL NOTES I Z 1. ALL SANITARY SEWER SHALL BE 8' PVC UNLESS NOTED OTHERWISE. w HA. SURFACE H.A. SURFACE w 2. WATER MAIN THRU THE SUBDIVISION TO BE 8" PVC. in H.A. BINDER n HA. BINDER 3. PRIVATE STREETTO BE 30' IN WIDTH AND HAVEA59 INGRESS v STONE BASE a+ STONE BASE EGRESS EASEMENT. 4. ALL LOTS TO 10' SIDEYARD SETBACK AND 20' REAR YARD SETBACK. I I I I 5. S.O.S. TYPE ACCESS DEVICES SHALL BE INSTALLED AT THE GATE 6" (MIN.) COMPACTED OR 6" (MIN.) COMPACTED OR W/ A BATTERY BACKUP. UNDISTURBED SOIL UNDISTURBED SOIL 6. BLUE REFLECTORS TO BE PLACE IN THE STREET PERPENDICULAR 106th STREET @ ENTRANCE LOCAL STREET PAVEMENT SECTION TO FIRE HYDRANTS, TO ALLOW FIRE DEPARTMENT TO MORE EASILY PAVEMENT SECTION NO SCALE LOCATE HYDRANTS DURING AN EMERGENCY. NO SCALE LAND DESCRIPTION Part of the East Half of the Northeast Quarter of the Northwest Quarter of Section 9, Township 17 North, Range 3 East Clay Township, Hamilton County, Indiana, more particularly described as follows: Commencing at the Northwest comer of the Northwest Quarter of Section 9, Township 17 North, Range 3 East, Clay Townshp, Hamilton County Indiana; thence North 88 degrees 52 minutes 28 seconds East (assumed bearing) 13331.05 feet on and along the North line of said Northwest Quarter to the POINT OF BEGINNING of this description, said point being the Northeast comer of the Northwest Quarter of said Northwest Quarter, thence South 00 degrees 26 minutes 45 seconds East 1335.17 feet on and along the East line of the Northwest Quarter of said Northwest Quarter to the Southeast comer of the Northwest Quarter of said Northwest Quarter, thence South 88 degrees 51 minutes 52 seconds West 423.08 feet on and along the South line of the Northwest Quarter of said Northwest Quarter, thence North 00 degrees 25 minutes 56 seconds West a distance of 667.62 feet to a point on the North line of the South Half of the Northwest Quarter of the said Northwest Quarter, thence North 88 degrees 52 minutes 10 seconds East on and along the North line of the South Half of the Northwest Quarter of the said Northwest Quarter a distance of 90.01 feet to the Southwest comer of the East Half of the Northeast Quarter of the Northwest Quarter of said Northwest Quarter, thence North 00 degrees 25 minutes 56 seconds west 667.61 on and along the West line of the East half of the Northeast Quarter of the Northwest Quarter of said Northwest Quarter; thence North 88 degrees 52 minutes 28 seconds East a distance of 332.77 feet on and along the North line of said Northwest Quarter to the POINT OF BEGINNING, containing 11.58 acres more or less and subject to all rights of ways and easements o' record. 50' INGREES / EGRESS EASEMENT ew EXISTING STORM PIPE OFFSITE 9% DRAINAGE _ _ - EASEMENT 50.00' r ". m 0M ± ui a < i w _ � z 33.50' N _.. iV LO o l EGRESS _ _ - - - - - _� _ \.T _ _ � , Z o _ _'� y W m LAKE • � NORMAL POOL = 863.0 i 1;' COMMON AREA "B" i 42,670sf R BPECIFICAWNJ BOTH SIDES OF ROAD. TYPICAL STREET SECTION NO SCALE COMMON AREA "B" LOT 29 r N � 1 0 0� APPARENT o - EXISTING ' 2ZPVT.+- 50.00' Lu Z Z� - o6 ww ZN °o LEGEND EXISTING 5T STORM SEWER 5 SANITARY SEWER W WATER LINE X - FENCE LINE -OIiE OVERHEAD UTILITIES t - TELEPHONE LINE it STORM MANHOLE X ® STORM INLETS SANITARY MANHOLES t UTILITY POLES TREE TREE LINE PROPOSED I- w ® STORM SEWER SANITARY SEWER - - - WATER MAIN -�• • - FLOWLINE SANITARY MANHOLE 0 STORM MANHOLE 0 STORM INLET V FIRE HYDRANT EXISTING SANITARY STRUCTURE LOCATION WITHIN THE WINDEMERE SUBDIVISION HOLEYMOLEYS4rs 'DIG SAFELY• 0 'IT'S THE LAW' cuc z "aamc ars aEra�a rou ac 1- 800- 382 -5544 naicawsr�uw roexc.,wre wrrrwrxorvrec nE ucE�v..n cuw.xw.¢wnc rnomwne+.°cars a�acecaru=x�vc waec o ° J CO _ N m IL Z F- < vJ I J Z Z Q 0 J Q 0 O Q 3 U U ° ° nU n Z N Ln L C Z 1.5 C W �Zn ro J V^ N m Project No: 07093 Sheet No: 2 of 3 JB COHEN REALTY CORP. AND ANY AND ALL SUCCESSORS AND FLOODPLAIN NOTE ASSIGNS HEREBY WAIVE ALL RIGHTS TO PETITION THE HAMILTON COUNTY HIGHWAY DEPARTMENT, THE HAMILTON COUNTY BOARD OF THIS PROJECT DOES NOT LIE WITHIN A SPECIAL FLOOD HAZARD ZONE COMMISSIONERS, OR HAMILTON COUNTY, OR THE SUCCESSOR UNIT OF AS PLOTTED BY SCALE ON THE FEDERAL EMERGENCY MANAGEMENT GOVERNMENT TO BE RESPONSIBLE FOR THE MAINTENANCE OF THE AGENCY, NATIONAL FLOOD INSURANCE PROGRAM (FIRM) FLOOD INGRESSIEGRESS EASEMENT, OR TO HAVE THE EASEMENT CONSIDERED INSURANCE RATE MAP NUMBER 18057CO215F, DATED JANUARY 5, 2001. A PUBLIC ROAD NECESSITATING MAINTENANCE BY ANY UNIT OF GOVERNMENT. WHERE INGRESS/EGRESS EASEMENTS ARE SHOWN ON THIS PLAT, THOSE WATERSHED NOTE LOT OWNERS ABUTTING SUCH EASEMENTS SHALL OWN EQUAL AND UNDIVIDED INTEREST IN SUCH EASEMENTS AS TENANTS IN COMMON, AND FITCH & JESSOP SHED IT SHALL BE THE OBLIGATION OF EACH OWNER IN COMMON WITH THE SHED #33 OTHER LOT OWNERS ABUTTING SUCH A STREET TO CONTRIBUTE AN 435.64 ACRES EQUAL SHARE OF THE COST OF THE MAINTENANCE OF SUCH STREETS. WHERE A MAJORITY OF LOT OWNERS SERVED BYA PRIVATE STREET EXISTING ZONING - Sl ELECT TO REPAIR THE PRIVATE STREET LOCATED IN THE EASEMENT AND ONE OR MORE LOT OWNERS FAIL TO PAY THEIR ALLOCABLE SHARE OF SUCH REPAIR, THEN THE OWNERS PAYING SUCH COST MAY FILE A LIEN FOR THE REASONABLE VALUE OF THE LABOR PERFORMED AND MATERIALS FURNISHED AS PRESCRIBED BY THE LIEN LAWS OF THE STATE OF INDIANAAGAINST ANY SUCH LOT AND THE OWNER THEREOF AND RECOVER THE FULL ASSESSMENT OWED TOGETHER WITH INTEREST FROM DUE DATE AND REASONABLE ATTORNEYS FEES. THE PRIVATE CURVE DATA TILITIES TO SERVE SAID LOTS ALL PRIVATE EASEMENT MAY CONTAIN U STREET EASEMENTS SHALL BE A UTILITY EASEMENT. SITE CONSTRUCTION SEQUENCE A. INSTALL CONSTRUCTION ENTRANCE ALONG THE PROPOSED ENTRANCE. B. START MASS EARTHWORK, LAKE CONSTRUCTION FOLLOWED BY EROSION CONTROL. C. INSTALL AND CONNECT ALL INFRASTRUCTURE. D. MAINTAIN EROSION CONTROL. CURVE NO. RADIUS LENGTH CHORD DELTA Ct 100.00' 21.45' 21.45' 12 °18'44• C2 150.00' 130.18' 126.13' 49 °43'30' C3 150.00' 130.18' 126.13' 49 °43'30" C4 100.00' 42.09' 41.78' 24 °06'54" C5 300.00' 139.62' 138.37 26 °39'58' GENERAL NOTES I Z 1. ALL SANITARY SEWER SHALL BE 8' PVC UNLESS NOTED OTHERWISE. w HA. SURFACE H.A. SURFACE w 2. WATER MAIN THRU THE SUBDIVISION TO BE 8" PVC. in H.A. BINDER n HA. BINDER 3. PRIVATE STREETTO BE 30' IN WIDTH AND HAVEA59 INGRESS v STONE BASE a+ STONE BASE EGRESS EASEMENT. 4. ALL LOTS TO 10' SIDEYARD SETBACK AND 20' REAR YARD SETBACK. I I I I 5. S.O.S. TYPE ACCESS DEVICES SHALL BE INSTALLED AT THE GATE 6" (MIN.) COMPACTED OR 6" (MIN.) COMPACTED OR W/ A BATTERY BACKUP. UNDISTURBED SOIL UNDISTURBED SOIL 6. BLUE REFLECTORS TO BE PLACE IN THE STREET PERPENDICULAR 106th STREET @ ENTRANCE LOCAL STREET PAVEMENT SECTION TO FIRE HYDRANTS, TO ALLOW FIRE DEPARTMENT TO MORE EASILY PAVEMENT SECTION NO SCALE LOCATE HYDRANTS DURING AN EMERGENCY. NO SCALE LAND DESCRIPTION Part of the East Half of the Northeast Quarter of the Northwest Quarter of Section 9, Township 17 North, Range 3 East Clay Township, Hamilton County, Indiana, more particularly described as follows: Commencing at the Northwest comer of the Northwest Quarter of Section 9, Township 17 North, Range 3 East, Clay Townshp, Hamilton County Indiana; thence North 88 degrees 52 minutes 28 seconds East (assumed bearing) 13331.05 feet on and along the North line of said Northwest Quarter to the POINT OF BEGINNING of this description, said point being the Northeast comer of the Northwest Quarter of said Northwest Quarter, thence South 00 degrees 26 minutes 45 seconds East 1335.17 feet on and along the East line of the Northwest Quarter of said Northwest Quarter to the Southeast comer of the Northwest Quarter of said Northwest Quarter, thence South 88 degrees 51 minutes 52 seconds West 423.08 feet on and along the South line of the Northwest Quarter of said Northwest Quarter, thence North 00 degrees 25 minutes 56 seconds West a distance of 667.62 feet to a point on the North line of the South Half of the Northwest Quarter of the said Northwest Quarter, thence North 88 degrees 52 minutes 10 seconds East on and along the North line of the South Half of the Northwest Quarter of the said Northwest Quarter a distance of 90.01 feet to the Southwest comer of the East Half of the Northeast Quarter of the Northwest Quarter of said Northwest Quarter, thence North 00 degrees 25 minutes 56 seconds west 667.61 on and along the West line of the East half of the Northeast Quarter of the Northwest Quarter of said Northwest Quarter; thence North 88 degrees 52 minutes 28 seconds East a distance of 332.77 feet on and along the North line of said Northwest Quarter to the POINT OF BEGINNING, containing 11.58 acres more or less and subject to all rights of ways and easements o' record. 50' INGREES / EGRESS EASEMENT ew EXISTING STORM PIPE OFFSITE 9% DRAINAGE _ _ - EASEMENT 50.00' r ". m 0M ± ui a < i w _ � z 33.50' N _.. iV LO o l EGRESS _ _ - - - - - _� _ \.T _ _ � , Z o _ _'� y W m LAKE • � NORMAL POOL = 863.0 i 1;' COMMON AREA "B" i 42,670sf R BPECIFICAWNJ BOTH SIDES OF ROAD. TYPICAL STREET SECTION NO SCALE COMMON AREA "B" LOT 29 r N � 1 0 0� APPARENT o - EXISTING ' 2ZPVT.+- 50.00' Lu Z Z� - o6 ww ZN °o LEGEND EXISTING 5T STORM SEWER 5 SANITARY SEWER W WATER LINE X - FENCE LINE -OIiE OVERHEAD UTILITIES t - TELEPHONE LINE it STORM MANHOLE X ® STORM INLETS SANITARY MANHOLES t UTILITY POLES TREE TREE LINE PROPOSED I- w ® STORM SEWER SANITARY SEWER - - - WATER MAIN -�• • - FLOWLINE SANITARY MANHOLE 0 STORM MANHOLE 0 STORM INLET V FIRE HYDRANT EXISTING SANITARY STRUCTURE LOCATION WITHIN THE WINDEMERE SUBDIVISION HOLEYMOLEYS4rs 'DIG SAFELY• 0 'IT'S THE LAW' cuc z "aamc ars aEra�a rou ac 1- 800- 382 -5544 naicawsr�uw roexc.,wre wrrrwrxorvrec nE ucE�v..n cuw.xw.¢wnc rnomwne+.°cars a�acecaru=x�vc waec o ° J CO _ N m IL Z F- < vJ I J Z Z Q 0 J Q 0 O Q 3 U U ° ° nU n Z N Ln L C Z 1.5 C W �Zn ro J V^ N m Project No: 07093 Sheet No: 2 of 3 EASEMENT MAY CONTAIN U STREET EASEMENTS SHALL BE A UTILITY EASEMENT. SITE CONSTRUCTION SEQUENCE A. INSTALL CONSTRUCTION ENTRANCE ALONG THE PROPOSED ENTRANCE. B. START MASS EARTHWORK, LAKE CONSTRUCTION FOLLOWED BY EROSION CONTROL. C. INSTALL AND CONNECT ALL INFRASTRUCTURE. D. MAINTAIN EROSION CONTROL. CURVE NO. RADIUS LENGTH CHORD DELTA Ct 100.00' 21.45' 21.45' 12 °18'44• C2 150.00' 130.18' 126.13' 49 °43'30' C3 150.00' 130.18' 126.13' 49 °43'30" C4 100.00' 42.09' 41.78' 24 °06'54" C5 300.00' 139.62' 138.37 26 °39'58' GENERAL NOTES I Z 1. ALL SANITARY SEWER SHALL BE 8' PVC UNLESS NOTED OTHERWISE. w HA. SURFACE H.A. SURFACE w 2. WATER MAIN THRU THE SUBDIVISION TO BE 8" PVC. in H.A. BINDER n HA. BINDER 3. PRIVATE STREETTO BE 30' IN WIDTH AND HAVEA59 INGRESS v STONE BASE a+ STONE BASE EGRESS EASEMENT. 4. ALL LOTS TO 10' SIDEYARD SETBACK AND 20' REAR YARD SETBACK. I I I I 5. S.O.S. TYPE ACCESS DEVICES SHALL BE INSTALLED AT THE GATE 6" (MIN.) COMPACTED OR 6" (MIN.) COMPACTED OR W/ A BATTERY BACKUP. UNDISTURBED SOIL UNDISTURBED SOIL 6. BLUE REFLECTORS TO BE PLACE IN THE STREET PERPENDICULAR 106th STREET @ ENTRANCE LOCAL STREET PAVEMENT SECTION TO FIRE HYDRANTS, TO ALLOW FIRE DEPARTMENT TO MORE EASILY PAVEMENT SECTION NO SCALE LOCATE HYDRANTS DURING AN EMERGENCY. NO SCALE LAND DESCRIPTION Part of the East Half of the Northeast Quarter of the Northwest Quarter of Section 9, Township 17 North, Range 3 East Clay Township, Hamilton County, Indiana, more particularly described as follows: Commencing at the Northwest comer of the Northwest Quarter of Section 9, Township 17 North, Range 3 East, Clay Townshp, Hamilton County Indiana; thence North 88 degrees 52 minutes 28 seconds East (assumed bearing) 13331.05 feet on and along the North line of said Northwest Quarter to the POINT OF BEGINNING of this description, said point being the Northeast comer of the Northwest Quarter of said Northwest Quarter, thence South 00 degrees 26 minutes 45 seconds East 1335.17 feet on and along the East line of the Northwest Quarter of said Northwest Quarter to the Southeast comer of the Northwest Quarter of said Northwest Quarter, thence South 88 degrees 51 minutes 52 seconds West 423.08 feet on and along the South line of the Northwest Quarter of said Northwest Quarter, thence North 00 degrees 25 minutes 56 seconds West a distance of 667.62 feet to a point on the North line of the South Half of the Northwest Quarter of the said Northwest Quarter, thence North 88 degrees 52 minutes 10 seconds East on and along the North line of the South Half of the Northwest Quarter of the said Northwest Quarter a distance of 90.01 feet to the Southwest comer of the East Half of the Northeast Quarter of the Northwest Quarter of said Northwest Quarter, thence North 00 degrees 25 minutes 56 seconds west 667.61 on and along the West line of the East half of the Northeast Quarter of the Northwest Quarter of said Northwest Quarter; thence North 88 degrees 52 minutes 28 seconds East a distance of 332.77 feet on and along the North line of said Northwest Quarter to the POINT OF BEGINNING, containing 11.58 acres more or less and subject to all rights of ways and easements o' record. 50' INGREES / EGRESS EASEMENT ew EXISTING STORM PIPE OFFSITE 9% DRAINAGE _ _ - EASEMENT 50.00' r ". m 0M ± ui a < i w _ � z 33.50' N _.. iV LO o l EGRESS _ _ - - - - - _� _ \.T _ _ � , Z o _ _'� y W m LAKE • � NORMAL POOL = 863.0 i 1;' COMMON AREA "B" i 42,670sf R BPECIFICAWNJ BOTH SIDES OF ROAD. TYPICAL STREET SECTION NO SCALE COMMON AREA "B" LOT 29 r N � 1 0 0� APPARENT o - EXISTING ' 2ZPVT.+- 50.00' Lu Z Z� - o6 ww ZN °o LEGEND EXISTING 5T STORM SEWER 5 SANITARY SEWER W WATER LINE X - FENCE LINE -OIiE OVERHEAD UTILITIES t - TELEPHONE LINE it STORM MANHOLE X ® STORM INLETS SANITARY MANHOLES t UTILITY POLES TREE TREE LINE PROPOSED I- w ® STORM SEWER SANITARY SEWER - - - WATER MAIN -�• • - FLOWLINE SANITARY MANHOLE 0 STORM MANHOLE 0 STORM INLET V FIRE HYDRANT EXISTING SANITARY STRUCTURE LOCATION WITHIN THE WINDEMERE SUBDIVISION HOLEYMOLEYS4rs 'DIG SAFELY• 0 'IT'S THE LAW' cuc z "aamc ars aEra�a rou ac 1- 800- 382 -5544 naicawsr�uw roexc.,wre wrrrwrxorvrec nE ucE�v..n cuw.xw.¢wnc rnomwne+.°cars a�acecaru=x�vc waec o ° J CO _ N m IL Z F- < vJ I J Z Z Q 0 J Q 0 O Q 3 U U ° ° nU n Z N Ln L C Z 1.5 C W �Zn ro J V^ N m Project No: 07093 Sheet No: 2 of 3 GENERAL NOTES I Z 1. ALL SANITARY SEWER SHALL BE 8' PVC UNLESS NOTED OTHERWISE. w HA. SURFACE H.A. SURFACE w 2. WATER MAIN THRU THE SUBDIVISION TO BE 8" PVC. in H.A. BINDER n HA. BINDER 3. PRIVATE STREETTO BE 30' IN WIDTH AND HAVEA59 INGRESS v STONE BASE a+ STONE BASE EGRESS EASEMENT. 4. ALL LOTS TO 10' SIDEYARD SETBACK AND 20' REAR YARD SETBACK. I I I I 5. S.O.S. TYPE ACCESS DEVICES SHALL BE INSTALLED AT THE GATE 6" (MIN.) COMPACTED OR 6" (MIN.) COMPACTED OR W/ A BATTERY BACKUP. UNDISTURBED SOIL UNDISTURBED SOIL 6. BLUE REFLECTORS TO BE PLACE IN THE STREET PERPENDICULAR 106th STREET @ ENTRANCE LOCAL STREET PAVEMENT SECTION TO FIRE HYDRANTS, TO ALLOW FIRE DEPARTMENT TO MORE EASILY PAVEMENT SECTION NO SCALE LOCATE HYDRANTS DURING AN EMERGENCY. NO SCALE LAND DESCRIPTION Part of the East Half of the Northeast Quarter of the Northwest Quarter of Section 9, Township 17 North, Range 3 East Clay Township, Hamilton County, Indiana, more particularly described as follows: Commencing at the Northwest comer of the Northwest Quarter of Section 9, Township 17 North, Range 3 East, Clay Townshp, Hamilton County Indiana; thence North 88 degrees 52 minutes 28 seconds East (assumed bearing) 13331.05 feet on and along the North line of said Northwest Quarter to the POINT OF BEGINNING of this description, said point being the Northeast comer of the Northwest Quarter of said Northwest Quarter, thence South 00 degrees 26 minutes 45 seconds East 1335.17 feet on and along the East line of the Northwest Quarter of said Northwest Quarter to the Southeast comer of the Northwest Quarter of said Northwest Quarter, thence South 88 degrees 51 minutes 52 seconds West 423.08 feet on and along the South line of the Northwest Quarter of said Northwest Quarter, thence North 00 degrees 25 minutes 56 seconds West a distance of 667.62 feet to a point on the North line of the South Half of the Northwest Quarter of the said Northwest Quarter, thence North 88 degrees 52 minutes 10 seconds East on and along the North line of the South Half of the Northwest Quarter of the said Northwest Quarter a distance of 90.01 feet to the Southwest comer of the East Half of the Northeast Quarter of the Northwest Quarter of said Northwest Quarter, thence North 00 degrees 25 minutes 56 seconds west 667.61 on and along the West line of the East half of the Northeast Quarter of the Northwest Quarter of said Northwest Quarter; thence North 88 degrees 52 minutes 28 seconds East a distance of 332.77 feet on and along the North line of said Northwest Quarter to the POINT OF BEGINNING, containing 11.58 acres more or less and subject to all rights of ways and easements o' record. 50' INGREES / EGRESS EASEMENT ew EXISTING STORM PIPE OFFSITE 9% DRAINAGE _ _ - EASEMENT 50.00' r ". m 0M ± ui a < i w _ � z 33.50' N _.. iV LO o l EGRESS _ _ - - - - - _� _ \.T _ _ � , Z o _ _'� y W m LAKE • � NORMAL POOL = 863.0 i 1;' COMMON AREA "B" i 42,670sf R BPECIFICAWNJ BOTH SIDES OF ROAD. TYPICAL STREET SECTION NO SCALE COMMON AREA "B" LOT 29 r N � 1 0 0� APPARENT o - EXISTING ' 2ZPVT.+- 50.00' Lu Z Z� - o6 ww ZN °o LEGEND EXISTING 5T STORM SEWER 5 SANITARY SEWER W WATER LINE X - FENCE LINE -OIiE OVERHEAD UTILITIES t - TELEPHONE LINE it STORM MANHOLE X ® STORM INLETS SANITARY MANHOLES t UTILITY POLES TREE TREE LINE PROPOSED I- w ® STORM SEWER SANITARY SEWER - - - WATER MAIN -�• • - FLOWLINE SANITARY MANHOLE 0 STORM MANHOLE 0 STORM INLET V FIRE HYDRANT EXISTING SANITARY STRUCTURE LOCATION WITHIN THE WINDEMERE SUBDIVISION HOLEYMOLEYS4rs 'DIG SAFELY• 0 'IT'S THE LAW' cuc z "aamc ars aEra�a rou ac 1- 800- 382 -5544 naicawsr�uw roexc.,wre wrrrwrxorvrec nE ucE�v..n cuw.xw.¢wnc rnomwne+.°cars a�acecaru=x�vc waec o ° J CO _ N m IL Z F- < vJ I J Z Z Q 0 J Q 0 O Q 3 U U ° ° nU n Z N Ln L C Z 1.5 C W �Zn ro J V^ N m Project No: 07093 Sheet No: 2 of 3 LAKE • � NORMAL POOL = 863.0 i 1;' COMMON AREA "B" i 42,670sf R BPECIFICAWNJ BOTH SIDES OF ROAD. TYPICAL STREET SECTION NO SCALE COMMON AREA "B" LOT 29 r N � 1 0 0� APPARENT o - EXISTING ' 2ZPVT.+- 50.00' Lu Z Z� - o6 ww ZN °o LEGEND EXISTING 5T STORM SEWER 5 SANITARY SEWER W WATER LINE X - FENCE LINE -OIiE OVERHEAD UTILITIES t - TELEPHONE LINE it STORM MANHOLE X ® STORM INLETS SANITARY MANHOLES t UTILITY POLES TREE TREE LINE PROPOSED I- w ® STORM SEWER SANITARY SEWER - - - WATER MAIN -�• • - FLOWLINE SANITARY MANHOLE 0 STORM MANHOLE 0 STORM INLET V FIRE HYDRANT EXISTING SANITARY STRUCTURE LOCATION WITHIN THE WINDEMERE SUBDIVISION HOLEYMOLEYS4rs 'DIG SAFELY• 0 'IT'S THE LAW' cuc z "aamc ars aEra�a rou ac 1- 800- 382 -5544 naicawsr�uw roexc.,wre wrrrwrxorvrec nE ucE�v..n cuw.xw.¢wnc rnomwne+.°cars a�acecaru=x�vc waec o ° J CO _ N m IL Z F- < vJ I J Z Z Q 0 J Q 0 O Q 3 U U ° ° nU n Z N Ln L C Z 1.5 C W �Zn ro J V^ N m Project No: 07093 Sheet No: 2 of 3 LEGEND EXISTING 5T STORM SEWER 5 SANITARY SEWER W WATER LINE X - FENCE LINE -OIiE OVERHEAD UTILITIES t - TELEPHONE LINE it STORM MANHOLE X ® STORM INLETS SANITARY MANHOLES t UTILITY POLES TREE TREE LINE PROPOSED I- w ® STORM SEWER SANITARY SEWER - - - WATER MAIN -�• • - FLOWLINE SANITARY MANHOLE 0 STORM MANHOLE 0 STORM INLET V FIRE HYDRANT EXISTING SANITARY STRUCTURE LOCATION WITHIN THE WINDEMERE SUBDIVISION HOLEYMOLEYS4rs 'DIG SAFELY• 0 'IT'S THE LAW' cuc z "aamc ars aEra�a rou ac 1- 800- 382 -5544 naicawsr�uw roexc.,wre wrrrwrxorvrec nE ucE�v..n cuw.xw.¢wnc rnomwne+.°cars a�acecaru=x�vc waec o ° J CO _ N m IL Z F- < vJ I J Z Z Q 0 J Q 0 O Q 3 U U ° ° nU n Z N Ln L C Z 1.5 C W �Zn ro J V^ N m Project No: 07093 Sheet No: 2 of 3