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HomeMy WebLinkAbout06 C201 Site Development PlanU.U.E. COMMOM AREA 196.01- MIN. F.C. 897"--- 7 5 898 S89'35'35 "E, 317.03' BWD 506 SCHMIDLER DRIVE 898.1 _a 8OF i 100.00' �a I0; 97.0 r00 7 100.00' 98.0 MIN. F.G. 196.51 --190 1 {98.01 97.8 MIN. F.C. 22.00' 22.00' 25.00 D.U.E. BWD 504 27 899.701 30" RCP 100.00' 896.10> 899.50 100.00' 97. MIN F P.C. MIN. F.G. 15.00 D.U.E 25.00' D.U.E. HANDICAP RAMP (TYP.) 15.00 15.00 D.U.E 15.00 D.U.E. UGT._ 898.70 26 1898.80) 100.00' 194.0 19 4. 61 898.50 95.00' MIN. F.C. 390.00' 1.0% 10.00' D.U.E. D.U.E. COMMOM AREA ADJUST SANITARY MH TO NEW GRADES (SEE. ENTRY DETAIL) 0 Sanitary Manhole T.C. 893.21 E 8" PVC 883.69 W 8" PVC 883.61 897.70 <896.00> 100.00' 100.00' 5 C01 C. WALK TYP. 1 100.00' 894.50 6 897.80 I 100. MIN. F. MIN. F.G 1 5.0 5.0 D.U.E .U.E 194.00 T.C. T.C. 1 93.801 100.00' 95.00' 7.07 95.00'% D.U.E. 5.00' D.U.E. 896.50, OHE MIN. F.G. <895.90> 4 898.60, 1 00.00' MIN. F.C. si; l':' N oCi r 913' B -W I I I .0L2: g 8 R I W l Z 0-- Q rN o N ',6 N o i PV T. 8 RCP 93.28 T.C. G T U 12" RCP 90222122 .202= 7.07'` 899.40 0 0 100.00' 100.00' 95.00' 100.00' r� 899.20 MIN. F.G. MIN. F.G. ADJUST EXISTING SANITARY CASTING TO ELEV. 895.80 0 0 893.50> 2 0 0 100.00' 100.00' 1.0% 100.00' •p"� •=m-name 18" RCP 898. 98.5 MIN. F.C. 100.00' 5' CONC. WALK YR MIN. F.C. 96.0 MIN. F.G. 100.00' 195 35.01' Sanitary Manhole T.C. 894.66 'E 8" PVC 884.79" W 8" PVC 884.71 D.U.E. COMMOM AREA 100.00' <897.00> [898.501 100.00' 490.29' 06.8 MIN. F.C. MIN: F.C. ■.0 I, 5.51 00■ 1.0% A 2 ti ailiNtileSl laftetta -S l� y 1_ r 710 item, A la i T o UGT 100.00' 98 MIN. F. G. MIN. F.C. 901.101 <897.60> 899.30 100.00' C MIN. F.C. COMMOM ARE 189.64' 100.00 897.30 100.00' 5" RCP 1 897.30 900.70 00.00' MIN. F.G. 10.Q0' D.U.E. 10.00' D.U.E. UGT 19 6 7.10' 8.00' 22.04' PROPOSED LEGEND 9t BWD 501 TOE' OF CURES ELEV. MASS EXCAVATION GRADE GUITF =P EL E <9 5 257)- MIN. F.G. <895.10; 1.00% D.U.E. -MAN 0 0 HANDICAP RAMP SANITARY SEWER SERVICE LATERAL SANITARY MANHOLE SANITARY SEWER CLEANOUT STORM SEWER STORM SEWER INLET PIPE END SECTION UNDERDRAIN STORM STRUCTURE NUMBER SANITARY STRUCTURE NUMBER WATER MAIN FIRE HYDRANT WATER VALVE WATER LINE TEE WATER LINE REDUCER WATER SERVICE LINE MINIMUM FINISHED GRADES (ESTABLISHED BY THE HOME OWNER) MINIMUM FINISHED FLOOR ELEVATION 0.5') (FIRST FLOOR OF HOME) (DEVIATIONS MUST BE APPROVED BY THE DEVELOPER) MINIMUM LOWER LEVEL EXTERIOR DOOR OR WINDOW SILL ELEVATION. GRADE DRAINAGE UTILITY EASEMENT MINIMUM SIDE YARD SWALE (GRADES TO BE ESTABLISHED BY THE HOME OWNER) SWALE FLOWLINE 10' ASPHALT PATH :"i CONCRETE WALK co 25.00' D.U.E. 96.51 Sanitary Manhole-- O la 896.11 N 8" PVC 882.17 W 8" PVC 881,98 <893.20> 44 `898.701 "MIK F.G. 159.99' Sanitary Manhole T.C. 896.31 E. 8" PVC 882.47 S 8" PVC 882.32 <896.10> 45 900.601 44 II I 20 -00' I 20.00' D.0 -E. D.U.P. w 831 C OHU OHE UGT UGE WV N 31 900.10 160.00' 1.0 MIN 896.1g> 30 `900.10 (0 .7 17" RCP 135.00' SPOT ELEVATION (TOP OF CURB) SPOT ELEVATION CONTOUR ARCA /STREET LIGHT(WITH SIGN) AREA /STREET LIGHT AREA /STREET LIGHT(MULTIPLE HEAD WITH SIGN) APEA /STREET LIGHT(MULTIPLE HEAD) UTILITY POLE: GUY ANCHOR t_� t_ TELEPHONE MANHOLE TELEPHONE RISER TRANSFORMER OVERHEAD UTILITIES OVERHEAD ELECTRIC OVERHEAD TELEPHONE UNDERGROUND ELECTRIC w- WATER LINE WATER VALVE FIRE_ HYDRANT MIN. P'C; EXISTING LEGEND <895.10> 8 900.40, MIN. F.C. 140.00' 121.05' -GAS GV N El O X d a GAS- GAS LINE GAS VALVE GAS METER DECIDUOUS TREE EVERGREEN TREE BUSH CHAIN LINK FENCE WOOD PRIVACY FENCE BARB WIRE FENCE SIGN MAILBOX DRAINAGE MANHOLE SANITARY MANHOLE 011/0=0 aw020 D.U.E. COMMOM AREA 95.401 O 'D 100.00' <895.65> 5 0 0 94.851H. HOLEY MOLEY SAYS "DIG SAFELY" "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG CALL TOLL FREE PER INDIANA STATE LAW IC8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. N "w 466.61' >00 1 -800- 382 -5544 100.00' NOTES 1. SEE SHEET "C801" "802" "C803" FOR SITE DETAILS. 2. SEE SHEET "C901" FOR SITE SPECIFICATIONS. 3. ALL CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY SHALL CONFORM TO CITY OF CARMEL STANDARDS AND REQUIREMENTS. 4. TC TOP OF CURB TOP OF CASTING. 5. ALL SPOT ELEVATIONS ARE TO FINISHED GRADE. 6. COMPACTED GRANULAR BACKFILL REQUIRED OVER ALL UTILITIES IN PAVED AREAS. 7. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE ALL MAINS, CONDUITS, SERVICE LINES, ETC., IN THE AFFECTED CONSTRUCTION AREA. EXISTING UTILITY STRUCTURES ARE SHOWN HERE IN ACCORDANCE WITH AVAILABLE INFORMATION. THE LOCATION AND PROTECTION OF UTILITY STRUCTURES AND FACILITIES, THEIR SUPPORT AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITH APPLICABLE UTILITY) IS THE EXPRESSED RESPONSIBILITY OF THE CONTRACTOR. 8. RCP REINFORCED CONCRETE PIPE CLASS III PVC POLYVINYL CHLORIDE SANITARY SEWER ASTM D -3034, SDR -35 HCSP HELICALLY CORRUGATED STEEL PIPE 16 GAUGE ALUMINIZED 9. FLEXIBLE PIPE TO BE INSTALLED PER ASTM D -2321, CLASS 1,2, OR 3 BEDDING. RIGID PIPE TO BE INSTALLED PER ASTM C -12. 10. FOR SOIL EROSION CONTROL DATA SEE SHEETS "C203" THRU "C206" 11. FOR SANITARY SEWER PLAN AND PROFILE SEE SHEET "C501" THRU "C505" 12. FOR STORM SEWER PLAN PROFILES SEE SHEET "C701" THRU "C706 13. FOR STREET PLAN AND PROFILES SEE SHEETS "C301" THRU "C305 EXISTAVG OFF -SITE DRAIN TLES ALL EXISTING OFF -SITE DRAIN TILES THAT ARE ENCOUNTERED SHALL BE TIED INTO THE PROPOSED STORM SEWER SYSTEM WITH POSITIVE OUTFLOW. ANY EXISTING ON -SITE DRAIN TILE ENCOUNTERED THAT STAYS COMPLETELY ON -SITE SHALL BE CRUSHED AND ABANDON N83'1 36 1 22 eft 897 LAND DESCRIPTION PARCEL 1 A PART OF THE WEST HALF OF THE NORTHWEST QUARTER OF SECTION 30, TOWNSHIP 18 NORTH, RANGE 3 EAST IN CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF THE WEST HALF OF THE NORTHWEST QUARTER OF SAID SECTION 30; THENCE NORTH 00 DEGREES 00 MINUTES 24 SECONDS EAST (DEED BEARING) ALONG THE EAST LINE OF SAID WEST HALF 70.00 FEET TO THE NORTH LINE OF THE PROPOSED RIGHT -OF -WAY GRANT FOR 131ST STREET AND THE POINT OF BEGINNING; THENCE CONTINUING NORTH 00 DEGREES 00 MINUTES 24 SECONDS EAST ALONG SAID EAST LINE 596.60 FEET; THENCE NORTH 83 DEGREES 13 MINUTES 36 SECONDS WEST 229.30 FEET; THENCE NORTH 58 DEGREES 22 MINUTES 36 SECONDS WEST 166.00 FEET; THENCE NORTH 86 DEGREES 08 MINUTES 09 SECONDS WEST 466.61 FEET; THENCE NORTH 00 DEGREES 00 MINUTES 24 SECONDS EAST PARALLEL WITH THE EAST LINE OF SAID WEST HALF 1319.00 FEET; THENCE NORTH 85 DEGREES 55 MINUTES 42 SECONDS WEST 646.30 FEET TO THE WEST LINE OF SAID NORTHWEST QUARTER; THENCE SOUTH 00 DEGREES 03 MINUTES 18 SECONDS WEST ALONG SAID WEST LINE 1832.20 FEET; THENCE SOUTH 89 DEGREES 35 MINUTES 35 SECONDS EAST PARALLEL WITH THE SOUTH LINE OF SAID WEST HALF 317.03 FEET; THENCE SOUTH 00 DEGREES 03 MINUTES 18 SECONDS WEST PARALLEL WITH THE WEST LINE OF SAID NORTHWEST QUARTER 264.30 FEET TO THE NORTH LINE OF THE PROPOSED RIGHT -OF -WAY GRANT FOR 131ST STREET; THENCE SOUTH 89 DEGREES 35 MINUTES 35 SECONDS EAST ALONG SAID NORTH LINE AND PARALLEL WITH THE SOUTH LINE OF SAID WEST HALF 1164.06 FEET TO THE POINT OF BEGINNING, CONTAINING 41.902 ACRES, MORE OR LESS. FLOOD PLAIN NOTE THE SUBJECT PROPERTY LIES WITHIN A FLOOD ZONE X (AREAS DETERMINED TO BE OUTSIDE THE 500 -YEAR FLOODPLAIN) AS PLOTTED BY SCALE FROM "FIRM FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NUMBER 180081 CO205 F, CITY OF CARMEL, HAMILTON COUNTY, INDIANA, EFFECTIVE DATE, FEBURARY 19, 2003. W 0 u) 20' REAR B.S.L. 25' FRONT B.S.L. R/W YPICAL LOT BUILDING SETBACKS ti ADJUST SANITARY MH TO NEW GRADES (SEE ENTRY DETAIL) Sanitary Manhole T.C. 893.82 N 6" PVC 890.02 NNE 6" PVC 890.02 NE 6" PVC 890.02 S 8" PVC 889.32 INSTALL CURB UNDERDRAIN IN RADIUS AT MINIMUM SLOPE TO DRAIN BACK TO CURB INLET STRUCTURE #701. END SECTION INV. 896.00 40.00' PROPOSED R/W ROAD SIDE SWALE 20.00' EX. R/W Sanitary Manhole T.C. 901.97 N 8" PVC 886.90 S 8" PVC 886.78 W 8" PVC 886.57 W I in INCHES 0" 0' 30' FEET 60' 2" 120' E 66 nee 3. 7/23 /04 PER CITY OF CARMEL, HAMILTON COUNTY SURVEYOR, AND SCS COMMENTS 2. 6/30/04 PER CTE /CLAY WASTE COMMENTS 1. 6/30/04 PER SCS COMMENTS NO. DATE REI4S/ON DESCRIPTION \∎1III1II iiiii G i Sk'', \S T E RE D `\<r N0.` 900119 *1 -0 Ft- -73 STATE OF rte` c /AID I f+,1•1 P c 3 %�,ONAL T1111111E \pry 1\ t() CIS k) CLIENT. PLATINUM LLC 9551 DELEGATES ROW INDIANA 46250 PHONE: 317 -818 -2900 FAX: 317 -818 -2910 PROPERTIES INDIANAPOLIS, CONf1DENITAL/TY STATEMENT understands that owned by 1E1, and also, and confidential Accordingly, the recipient in strict confidence these materials to any not to make copies of agrees to use the purpose for which IEI and recipient agrees either upon completion of the request of IEI, The recipient of these materials copyright in the materials is that the materials contain priviledged business information of IEI. agrees to retain these materials and agrees not to disclose other party and further agrees the materials. The recipient materials only for the limited has made the materials available, to return all materials to IEI the intended purpose or upon whichever comes first. SITE ADDRESS; SUBDIVISION WEST ROAD INDIANA BELLEWOOD 131st STREET CARMEL, SCALE 1 60' DAT 7/23/04 DESIGNED BY.• D G P DRAWN BY M EG CHECKED R. DGP fELD BOOK f 03 -03 f7LE NAME 0327DP.dwg DRANK TITLE PLAN SITE DEVELOPMENT SHEET NO• C201 U.U.E. COMMOM AREA 196.01- MIN. F.C. 897"--- 7 5 898 S89'35'35 "E, 317.03' BWD 506 SCHMIDLER DRIVE 898.1 _a 8OF i 100.00' �a I0; 97.0 r00 7 100.00' 98.0 MIN. F.G. 196.51 --190 1 {98.01 97.8 MIN. F.C. 22.00' 22.00' 25.00 D.U.E. BWD 504 27 899.701 30" RCP 100.00' 896.10> 899.50 100.00' 97. MIN F P.C. MIN. F.G. 15.00 D.U.E 25.00' D.U.E. HANDICAP RAMP (TYP.) 15.00 15.00 D.U.E 15.00 D.U.E. UGT._ 898.70 26 1898.80) 100.00' 194.0 19 4. 61 898.50 95.00' MIN. F.C. 390.00' 1.0% 10.00' D.U.E. D.U.E. COMMOM AREA ADJUST SANITARY MH TO NEW GRADES (SEE. ENTRY DETAIL) 0 Sanitary Manhole T.C. 893.21 E 8" PVC 883.69 W 8" PVC 883.61 897.70 <896.00> 100.00' 100.00' 5 C01 C. WALK TYP. 1 100.00' 894.50 6 897.80 I 100. MIN. F. MIN. F.G 1 5.0 5.0 D.U.E .U.E 194.00 T.C. T.C. 1 93.801 100.00' 95.00' 7.07 95.00'% D.U.E. 5.00' D.U.E. 896.50, OHE MIN. F.G. <895.90> 4 898.60, 1 00.00' MIN. F.C. si; l':' N oCi r 913' B -W I I I .0L2: g 8 R I W l Z 0-- Q rN o N ',6 N o i PV T. 8 RCP 93.28 T.C. G T U 12" RCP 90222122 .202= 7.07'` 899.40 0 0 100.00' 100.00' 95.00' 100.00' r� 899.20 MIN. F.G. MIN. F.G. ADJUST EXISTING SANITARY CASTING TO ELEV. 895.80 0 0 893.50> 2 0 0 100.00' 100.00' 1.0% 100.00' •p"� •=m-name 18" RCP 898. 98.5 MIN. F.C. 100.00' 5' CONC. WALK YR MIN. F.C. 96.0 MIN. F.G. 100.00' 195 35.01' Sanitary Manhole T.C. 894.66 'E 8" PVC 884.79" W 8" PVC 884.71 D.U.E. COMMOM AREA 100.00' <897.00> [898.501 100.00' 490.29' 06.8 MIN. F.C. MIN: F.C. ■.0 I, 5.51 00■ 1.0% A 2 ti ailiNtileSl laftetta -S l� y 1_ r 710 item, A la i T o UGT 100.00' 98 MIN. F. G. MIN. F.C. 901.101 <897.60> 899.30 100.00' C MIN. F.C. COMMOM ARE 189.64' 100.00 897.30 100.00' 5" RCP 1 897.30 900.70 00.00' MIN. F.G. 10.Q0' D.U.E. 10.00' D.U.E. UGT 19 6 7.10' 8.00' 22.04' PROPOSED LEGEND 9t BWD 501 TOE' OF CURES ELEV. MASS EXCAVATION GRADE GUITF =P EL E <9 5 257)- MIN. F.G. <895.10; 1.00% D.U.E. -MAN 0 0 HANDICAP RAMP SANITARY SEWER SERVICE LATERAL SANITARY MANHOLE SANITARY SEWER CLEANOUT STORM SEWER STORM SEWER INLET PIPE END SECTION UNDERDRAIN STORM STRUCTURE NUMBER SANITARY STRUCTURE NUMBER WATER MAIN FIRE HYDRANT WATER VALVE WATER LINE TEE WATER LINE REDUCER WATER SERVICE LINE MINIMUM FINISHED GRADES (ESTABLISHED BY THE HOME OWNER) MINIMUM FINISHED FLOOR ELEVATION 0.5') (FIRST FLOOR OF HOME) (DEVIATIONS MUST BE APPROVED BY THE DEVELOPER) MINIMUM LOWER LEVEL EXTERIOR DOOR OR WINDOW SILL ELEVATION. GRADE DRAINAGE UTILITY EASEMENT MINIMUM SIDE YARD SWALE (GRADES TO BE ESTABLISHED BY THE HOME OWNER) SWALE FLOWLINE 10' ASPHALT PATH :"i CONCRETE WALK co 25.00' D.U.E. 96.51 Sanitary Manhole-- O la 896.11 N 8" PVC 882.17 W 8" PVC 881,98 <893.20> 44 `898.701 "MIK F.G. 159.99' Sanitary Manhole T.C. 896.31 E. 8" PVC 882.47 S 8" PVC 882.32 <896.10> 45 900.601 44 II I 20 -00' I 20.00' D.0 -E. D.U.P. w 831 C OHU OHE UGT UGE WV N 31 900.10 160.00' 1.0 MIN 896.1g> 30 `900.10 (0 .7 17" RCP 135.00' SPOT ELEVATION (TOP OF CURB) SPOT ELEVATION CONTOUR ARCA /STREET LIGHT(WITH SIGN) AREA /STREET LIGHT AREA /STREET LIGHT(MULTIPLE HEAD WITH SIGN) APEA /STREET LIGHT(MULTIPLE HEAD) UTILITY POLE: GUY ANCHOR t_� t_ TELEPHONE MANHOLE TELEPHONE RISER TRANSFORMER OVERHEAD UTILITIES OVERHEAD ELECTRIC OVERHEAD TELEPHONE UNDERGROUND ELECTRIC w- WATER LINE WATER VALVE FIRE_ HYDRANT MIN. P'C; EXISTING LEGEND <895.10> 8 900.40, MIN. F.C. 140.00' 121.05' -GAS GV N El O X d a GAS- GAS LINE GAS VALVE GAS METER DECIDUOUS TREE EVERGREEN TREE BUSH CHAIN LINK FENCE WOOD PRIVACY FENCE BARB WIRE FENCE SIGN MAILBOX DRAINAGE MANHOLE SANITARY MANHOLE 011/0=0 aw020 D.U.E. COMMOM AREA 95.401 O 'D 100.00' <895.65> 5 0 0 94.851H. HOLEY MOLEY SAYS "DIG SAFELY" "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG CALL TOLL FREE PER INDIANA STATE LAW IC8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. N "w 466.61' >00 1 -800- 382 -5544 100.00' NOTES 1. SEE SHEET "C801" "802" "C803" FOR SITE DETAILS. 2. SEE SHEET "C901" FOR SITE SPECIFICATIONS. 3. ALL CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY SHALL CONFORM TO CITY OF CARMEL STANDARDS AND REQUIREMENTS. 4. TC TOP OF CURB TOP OF CASTING. 5. ALL SPOT ELEVATIONS ARE TO FINISHED GRADE. 6. COMPACTED GRANULAR BACKFILL REQUIRED OVER ALL UTILITIES IN PAVED AREAS. 7. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE ALL MAINS, CONDUITS, SERVICE LINES, ETC., IN THE AFFECTED CONSTRUCTION AREA. EXISTING UTILITY STRUCTURES ARE SHOWN HERE IN ACCORDANCE WITH AVAILABLE INFORMATION. THE LOCATION AND PROTECTION OF UTILITY STRUCTURES AND FACILITIES, THEIR SUPPORT AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITH APPLICABLE UTILITY) IS THE EXPRESSED RESPONSIBILITY OF THE CONTRACTOR. 8. RCP REINFORCED CONCRETE PIPE CLASS III PVC POLYVINYL CHLORIDE SANITARY SEWER ASTM D -3034, SDR -35 HCSP HELICALLY CORRUGATED STEEL PIPE 16 GAUGE ALUMINIZED 9. FLEXIBLE PIPE TO BE INSTALLED PER ASTM D -2321, CLASS 1,2, OR 3 BEDDING. RIGID PIPE TO BE INSTALLED PER ASTM C -12. 10. FOR SOIL EROSION CONTROL DATA SEE SHEETS "C203" THRU "C206" 11. FOR SANITARY SEWER PLAN AND PROFILE SEE SHEET "C501" THRU "C505" 12. FOR STORM SEWER PLAN PROFILES SEE SHEET "C701" THRU "C706 13. FOR STREET PLAN AND PROFILES SEE SHEETS "C301" THRU "C305 EXISTAVG OFF -SITE DRAIN TLES ALL EXISTING OFF -SITE DRAIN TILES THAT ARE ENCOUNTERED SHALL BE TIED INTO THE PROPOSED STORM SEWER SYSTEM WITH POSITIVE OUTFLOW. ANY EXISTING ON -SITE DRAIN TILE ENCOUNTERED THAT STAYS COMPLETELY ON -SITE SHALL BE CRUSHED AND ABANDON N83'1 36 1 22 eft 897 LAND DESCRIPTION PARCEL 1 A PART OF THE WEST HALF OF THE NORTHWEST QUARTER OF SECTION 30, TOWNSHIP 18 NORTH, RANGE 3 EAST IN CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF THE WEST HALF OF THE NORTHWEST QUARTER OF SAID SECTION 30; THENCE NORTH 00 DEGREES 00 MINUTES 24 SECONDS EAST (DEED BEARING) ALONG THE EAST LINE OF SAID WEST HALF 70.00 FEET TO THE NORTH LINE OF THE PROPOSED RIGHT -OF -WAY GRANT FOR 131ST STREET AND THE POINT OF BEGINNING; THENCE CONTINUING NORTH 00 DEGREES 00 MINUTES 24 SECONDS EAST ALONG SAID EAST LINE 596.60 FEET; THENCE NORTH 83 DEGREES 13 MINUTES 36 SECONDS WEST 229.30 FEET; THENCE NORTH 58 DEGREES 22 MINUTES 36 SECONDS WEST 166.00 FEET; THENCE NORTH 86 DEGREES 08 MINUTES 09 SECONDS WEST 466.61 FEET; THENCE NORTH 00 DEGREES 00 MINUTES 24 SECONDS EAST PARALLEL WITH THE EAST LINE OF SAID WEST HALF 1319.00 FEET; THENCE NORTH 85 DEGREES 55 MINUTES 42 SECONDS WEST 646.30 FEET TO THE WEST LINE OF SAID NORTHWEST QUARTER; THENCE SOUTH 00 DEGREES 03 MINUTES 18 SECONDS WEST ALONG SAID WEST LINE 1832.20 FEET; THENCE SOUTH 89 DEGREES 35 MINUTES 35 SECONDS EAST PARALLEL WITH THE SOUTH LINE OF SAID WEST HALF 317.03 FEET; THENCE SOUTH 00 DEGREES 03 MINUTES 18 SECONDS WEST PARALLEL WITH THE WEST LINE OF SAID NORTHWEST QUARTER 264.30 FEET TO THE NORTH LINE OF THE PROPOSED RIGHT -OF -WAY GRANT FOR 131ST STREET; THENCE SOUTH 89 DEGREES 35 MINUTES 35 SECONDS EAST ALONG SAID NORTH LINE AND PARALLEL WITH THE SOUTH LINE OF SAID WEST HALF 1164.06 FEET TO THE POINT OF BEGINNING, CONTAINING 41.902 ACRES, MORE OR LESS. FLOOD PLAIN NOTE THE SUBJECT PROPERTY LIES WITHIN A FLOOD ZONE X (AREAS DETERMINED TO BE OUTSIDE THE 500 -YEAR FLOODPLAIN) AS PLOTTED BY SCALE FROM "FIRM FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NUMBER 180081 CO205 F, CITY OF CARMEL, HAMILTON COUNTY, INDIANA, EFFECTIVE DATE, FEBURARY 19, 2003. W 0 u) 20' REAR B.S.L. 25' FRONT B.S.L. R/W YPICAL LOT BUILDING SETBACKS ti ADJUST SANITARY MH TO NEW GRADES (SEE ENTRY DETAIL) Sanitary Manhole T.C. 893.82 N 6" PVC 890.02 NNE 6" PVC 890.02 NE 6" PVC 890.02 S 8" PVC 889.32 INSTALL CURB UNDERDRAIN IN RADIUS AT MINIMUM SLOPE TO DRAIN BACK TO CURB INLET STRUCTURE #701. END SECTION INV. 896.00 40.00' PROPOSED R/W ROAD SIDE SWALE 20.00' EX. R/W Sanitary Manhole T.C. 901.97 N 8" PVC 886.90 S 8" PVC 886.78 W 8" PVC 886.57 W I in INCHES 0" 0' 30' FEET 60' 2" 120' E 66