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Home My WebLink About08100014-16 146th & Gray Rezone (SE Corner) Pg 3Land Description A part of the northwest quarter of the northwest quarter of Section 21, Township 18 North, Range 4 East and more particularly described as follows: Commencing at the northwest corner of the northwest quarter of said Section 21; thence South 89 Degrees 43 Minutes 14 Seconds East 573.30 feet; thence continuing 89 Degrees 43 Minutes 14 Seconds East 330 feet; thence South 00 Degrees 03 Minutes 46 Seconds East 73.16 feet to an iron pen and the Point of Beginning of this description; thence continuing South 00 Degrees 03 Minutes 46 Seconds East 586.84 feet to an iron pen; thence South 89 Degrees 43 Minutes 14 Seconds East 330.00 feet to a concrete monument; thence South 00 Degrees 03 Minutes 46 Seconds East 9.98 feet to an iron pen; thence South 89 Degrees 43 Minutes 14 Seconds East 541.57 feet; thence North 00 Degrees 16 Minutes 13 Seconds West 342.20 feet to a concrete monument; thence North 11 Degrees 02 Minutes 23 Seconds East 133.83 feet to a concrete monument; thence North 00 Degrees 16 Minutes 13 Seconds West 65.62 feet to a concrete monument; thence North 43 Degrees 20 Minutes 39 Seconds East 48.66 feet to a concrete monument; thence South 88 Degrees 34 Minutes 29 Seconds East 246.11 feet to a concrete monument; thence North 87 Degrees 33 Minutes 11 Seconds East 137.95 feet to a concrete monument; thence North 64 Degrees 52 Minutes 19 Seconds East 72.64 feet to a concrete monument; thence North 84 Degrees 16 Minutes 14 Seconds East 125.36 feet to a concrete monument; thence South 82 Degrees 47 Minutes 01 seconds East 198.30 feet to a concrete monument; thence South 89 Degrees 43 Minutes 14 Seconds East 42.72 feet to the Points of Beginning. Containing 11.62 acres, more or less. a Soils Map Br SYMBOL Br CrA MmB2 MmC2 MmA MoC3 Soils information shown here is taken from Hamilton County GIS data Location nap F ti -1 5 MASI 1; E AL- A a 4 I. 9 a qat•r•-••t_ •i Brookston silty clay loam Crosby silt loam, 0 to 3 percent slopes Miama Silt Loam, 2 to 6 percent slopes, eroded Miama Silt Loam, 6 to 12 percent slopes, eroded Crosby silt loam, 0 to 3 percent slopes Miami Clay Loam, 6 to 12 percent slopes, severely eroded NAME f_r L„. 1 156th Street 7.. 4 I F6 Miscellaneous Notes 1. BSL Building Setback Line 2. D. U.E. Drainage and Utility Easement r I tr r 4 "t 4 41 L 41 1 1.714 I 11 :1141 1 '11% I dr "II 1' 0 0 1 1 1 '11 4,0 'WO I I, I 1 '41'1 ri dOrj DISTURBED AREAS SHALL BE SEEDED WITHIN TEN DAYS 1011111,10h60 r r 4:111 1 1 111 1 .1 t i ItINTillj 14. 01; rrrytkp.„.1, 11 FIhFIIIIIIIbIF r I JIII I k tI I„ ',1111 1 1 1 ,1111 ,,4 ,1111 It i l l11 1 11 1 1I I1 1 11 11 I I I dl It:111111;11:11 1 1 1 1 11 1 I II III kit !PI 1111 II I 1 1 1 11i ill, 1„ 1111 11111111 ijjI .%l)III T, III '"7" I1b I 1 '141 PI I t J h 1'144 '11 111001111,), II 01' II I 1 N86•40'2 E c c0 19.90 SAN 'H i II! I I SLOPES GREATER 4:1 SHALL HAVE SLOPE PROTECTION DISTURBED AREAS SHALL BE SEEDED WITHIN TEN DAYS OFFLINE EROSION CONTROL STRUCTURE rL DISTURBED AREAS SHALL BE SEEDED WITHIN TEN DAYS SLOPES GREATER 4:1 SHALL HAVE SLOPE PROTECTION NW Cor NW 1 /4 S21 -Ti 8N-R4E 1181 N 0 1171 STM WTR STM .7 1131 WTR 1151 WATER VALVE STORM SEWER MANHOLE FIBER OPTIC HAND HOLE HAND HOLE WITH GROUND EQUIP. ELECTRIC HAND HOLE FIRE HYDRANT SANITARY MANHOLE SHRUB DECIDUOUS TREE CONIFEROUS TREE 7 Lai 0 cL 0 Cr E. 146th Street VERT EXTENSION EXISTING TREES TO REMAIN SY PROPOSED 8" SEWER EXTENSION EXTENSION APPROX, 950' SOUTH ALONG GRAY ROAD 11 BOL LEGEND I BOLLARD DRAINAGE STR. LABEL SANITARY SIR, LABEL BOULDER UGE UGE UST Uhf SAN SAN UNDERGROUND ELECTRIC UNDERGROUND TELEPHONE SANITARY SEWER 11111111111111MINI 15' Buffer Yard 13 •••3. •dt•lr GAS GAS SIM sTm WTR WTR S8943'1 4"E 573.30' I PROPOSED FEATURE DUSTING FEATURE N 541.5r FLOWUNE GAS UNE R WATER LINE RIGHT-OF-WAY 15 231 124 SEE SHEET 4 FOR EROSION CONTROL DETAILS 17 19 EXISTING TREES TO REMAIN 21 BOX INLET S00`03' 46"E 9.98' ucture Data Table 23 STM 0 GRAPHIC SCALE 40 0 20 40 80 IN FEET 1 inch 40 ft. 25 25 25 15' Buffer Yard 0 0 0" P 10 O NC. END SECTION 12' RCP E N MANHOLE CLOSED LID 810.92 TC CURB INLET CURB INLET 811.44 TC 12 RCP E 1 3 11 CURB INLET CURB INLET 12' RCP W NA 12 MAN HOLE CLOSED Li.1 817.77 TC 15 RCP S 15 11 810.09 CURB INLEt URB INLET 816.00 TC 15R RCP E 16 14 CURB INLEI URB INLET i 12" RCP E 17 15 BOX INLET BEEIfVE BOX INLET BEE WE CURB INLET CURB INLET CURB INLET CURB INLET 5 RCP N 5' RCP N/S 14 10 805.57 if W 12 10 805.57 12' RCP S E 2" RCP E 12' RCP W 15" RCP S 15' RCP S 12' RCP N 12" RCP S Structure; Type 21 ktANHOLE CLOSED liD 827.45 TC 30" RC E OFFSffE 22 810.33 29 BOX INLET 22 ED D 824.30 TC P E 21 25 809.68 30 MANHOLE 15" RCP N 23 25 819.36 23 CURB INLET CURB INLET 823.99 TC 15 RCP S 24 31 CURB WET 12 RCP N 24 24 CURB INLET CURB INLET 12" RCP S I NA 23 32 CURB OtET 25 MANHOLE CLOSED LID B .01 TC 30" RCP E W 1 22 30 807.74 33 CONC. END SECTION 5" RCP N 26 30 813.63 26 CURB INLET 27 CURB INLET CURB INLEt BEE HIVE CURB KU 818.00 TC 5" RCP N 29 5"RCPSW 29 BEE HIVE NOSED LID CURB INLET CURB INLET NA Pipes or Gutter 28 33 33 30 30 31 27 29 Plat Prepared For Ilearthview Attn. Kali Lawrence 805 City Center Drive Suite 140 Carmel, Indiana 46032 Survey Prepared By Bordenet Design D. Scott Bordenet, PE, LS 8902 Alibeck Ct, Indianapolis, IN 46256 31 Hearthview Properties 146th Street Office Complex Southeast Corner of 146th Street Gray Road, Carmel, Indiana Hearthview 805 City Center Drive Suite 140 Carmel, Indiana 48032 Certification Date: October 16th, 2008 0 01 111i 40.g. 1 No. 20100044 STATE 1 4, General Notes: A. The purpose of this primary plat is to establish lot configuration for secondary platting and construction documents of common and access areas. Final development of the individual lots may vary, but will substantially comply with the development indicated hereon. B. This plan is not meant to provide a final erosion control plan as required by Rule 5 SWCD and Carmel drainage standards. A final and complete erosion control plan will accompany the subdivision construction documents. This plan is meant to show that erosion will be able to be controlled when the subdivision is developed. Individual lots will need to supply additional erosion control plans when developed. C. As indicated on the soild map, this site contains Miami Silt Loam (6%-12% slopes). This type of soil generally is characterized by eroded slopes. The existing sloping condition will need to be considered when apply erosion control measures for site construction. D. The following erosion control measures are typical: Erosion control entrances shall be based with stone, mild slopes falling away from the site shall have silt fences, steep slopes (in excess of 4:1) shall have erosion control blankets, existing and proposed storm structures inlets shall have Dandy sacks, the site shall have a concrete wash out, streams and distched shall be protected with riprap ditch checks, pipe inlets shall be protected with slotted risers, and disturbed soils shall be permanently or temporarily seeded within ten days of disturbance. Other erosion control measures may be needed and imposed as inspectors require. E. This subdivision and the individual lots shall require an IDEM NOI submittal with final construction plans. Docket Numbers: 08100014Z, 08100015PP, 08100016SW Primary Plat Index 1. Primary Plat 2. Primary Plat Landscaping 3. Primary Plat Erosion Control Sheet 4. Primary Plat Erosion Control Details HEARTHVIEW Revision Mock Rev. No. Description Date 1 Revisions from TAC, PC and _public meetings. 4-4-04 2 I Re-design based on underground storage 10-16-08 Project Number: Sheet No D. Scott Bordenet, P.E., L.S. Ph. 317-536-6181 Fax: 317-536-6220 8902 Alibeck Ct. Indianapolis, IN 46256 2007-039 3 of 4 11.1111.Mi 33 '4 CATCH BASIN u w TELEPHONE PEDESTAL LIGHT POLE GUY WIRE CO UTILITY POLE SIGN S TOP SIGN 0 IRON PIN OR REBAR A GAS VALVE 8 GAS MARKER IN 9 11111111.1.01 Land Description A part of the northwest quarter of the northwest quarter of Section 21, Township 18 North, Range 4 East and more particularly described as follows: Commencing at the northwest corner of the northwest quarter of said Section 21; thence South 89 Degrees 43 Minutes 14 Seconds East 573.30 feet; thence continuing 89 Degrees 43 Minutes 14 Seconds East 330 feet; thence South 00 Degrees 03 Minutes 46 Seconds East 73.16 feet to an iron pen and the Point of Beginning of this description; thence continuing South 00 Degrees 03 Minutes 46 Seconds East 586.84 feet to an iron pen; thence South 89 Degrees 43 Minutes 14 Seconds East 330.00 feet to a concrete monument; thence South 00 Degrees 03 Minutes 46 Seconds East 9.98 feet to an iron pen; thence South 89 Degrees 43 Minutes 14 Seconds East 541.57 feet; thence North 00 Degrees 16 Minutes 13 Seconds West 342.20 feet to a concrete monument; thence North 11 Degrees 02 Minutes 23 Seconds East 133.83 feet to a concrete monument; thence North 00 Degrees 16 Minutes 13 Seconds West 65.62 feet to a concrete monument; thence North 43 Degrees 20 Minutes 39 Seconds East 48.66 feet to a concrete monument; thence South 88 Degrees 34 Minutes 29 Seconds East 246.11 feet to a concrete monument; thence North 87 Degrees 33 Minutes 11 Seconds East 137.95 feet to a concrete monument; thence North 64 Degrees 52 Minutes 19 Seconds East 72.64 feet to a concrete monument; thence North 84 Degrees 16 Minutes 14 Seconds East 125.36 feet to a concrete monument; thence South 82 Degrees 47 Minutes 01 seconds East 198.30 feet to a concrete monument; thence South 89 Degrees 43 Minutes 14 Seconds East 42.72 feet to the Points of Beginning. Containing 11.62 acres, more or less. a Soils Map Br SYMBOL Br CrA MmB2 MmC2 MmA MoC3 Soils information shown here is taken from Hamilton County GIS data Location nap F ti -1 5 MASI 1; E AL- A a 4 I. 9 a qat•r•-••t_ •i Brookston silty clay loam Crosby silt loam, 0 to 3 percent slopes Miama Silt Loam, 2 to 6 percent slopes, eroded Miama Silt Loam, 6 to 12 percent slopes, eroded Crosby silt loam, 0 to 3 percent slopes Miami Clay Loam, 6 to 12 percent slopes, severely eroded NAME f_r L„. 1 156th Street 7.. 4 I F6 Miscellaneous Notes 1. BSL Building Setback Line 2. D. U.E. Drainage and Utility Easement r I tr r 4 "t 4 41 L 41 1 1.714 I 11 :1141 1 '11% I dr "II 1' 0 0 1 1 1 '11 4,0 'WO I I, I 1 '41'1 ri dOrj DISTURBED AREAS SHALL BE SEEDED WITHIN TEN DAYS 1011111,10h60 r r 4:111 1 1 111 1 .1 t i ItINTillj 14. 01; rrrytkp.„.1, 11 FIhFIIIIIIIbIF r I JIII I k tI I„ ',1111 1 1 1 ,1111 ,,4 ,1111 It i l l11 1 11 1 1I I1 1 11 11 I I I dl It:111111;11:11 1 1 1 1 11 1 I II III kit !PI 1111 II I 1 1 1 11i ill, 1„ 1111 11111111 ijjI .%l)III T, III '"7" I1b I 1 '141 PI I t J h 1'144 '11 111001111,), II 01' II I 1 N86•40'2 E c c0 19.90 SAN 'H i II! I I SLOPES GREATER 4:1 SHALL HAVE SLOPE PROTECTION DISTURBED AREAS SHALL BE SEEDED WITHIN TEN DAYS OFFLINE EROSION CONTROL STRUCTURE rL DISTURBED AREAS SHALL BE SEEDED WITHIN TEN DAYS SLOPES GREATER 4:1 SHALL HAVE SLOPE PROTECTION NW Cor NW 1 /4 S21 -Ti 8N-R4E 1181 N 0 1171 STM WTR STM .7 1131 WTR 1151 WATER VALVE STORM SEWER MANHOLE FIBER OPTIC HAND HOLE HAND HOLE WITH GROUND EQUIP. ELECTRIC HAND HOLE FIRE HYDRANT SANITARY MANHOLE SHRUB DECIDUOUS TREE CONIFEROUS TREE 7 Lai 0 cL 0 Cr E. 146th Street VERT EXTENSION EXISTING TREES TO REMAIN SY PROPOSED 8" SEWER EXTENSION EXTENSION APPROX, 950' SOUTH ALONG GRAY ROAD 11 BOL LEGEND I BOLLARD DRAINAGE STR. LABEL SANITARY SIR, LABEL BOULDER UGE UGE UST Uhf SAN SAN UNDERGROUND ELECTRIC UNDERGROUND TELEPHONE SANITARY SEWER 11111111111111MINI 15' Buffer Yard 13 •••3. •dt•lr GAS GAS SIM sTm WTR WTR S8943'1 4"E 573.30' I PROPOSED FEATURE DUSTING FEATURE N 541.5r FLOWUNE GAS UNE R WATER LINE RIGHT-OF-WAY 15 231 124 SEE SHEET 4 FOR EROSION CONTROL DETAILS 17 19 EXISTING TREES TO REMAIN 21 BOX INLET S00`03' 46"E 9.98' ucture Data Table 23 STM 0 GRAPHIC SCALE 40 0 20 40 80 IN FEET 1 inch 40 ft. 25 25 25 15' Buffer Yard 0 0 0" P 10 O NC. END SECTION 12' RCP E N MANHOLE CLOSED LID 810.92 TC CURB INLET CURB INLET 811.44 TC 12 RCP E 1 3 11 CURB INLET CURB INLET 12' RCP W NA 12 MAN HOLE CLOSED Li.1 817.77 TC 15 RCP S 15 11 810.09 CURB INLEt URB INLET 816.00 TC 15R RCP E 16 14 CURB INLEI URB INLET i 12" RCP E 17 15 BOX INLET BEEIfVE BOX INLET BEE WE CURB INLET CURB INLET CURB INLET CURB INLET 5 RCP N 5' RCP N/S 14 10 805.57 if W 12 10 805.57 12' RCP S E 2" RCP E 12' RCP W 15" RCP S 15' RCP S 12' RCP N 12" RCP S Structure; Type 21 ktANHOLE CLOSED liD 827.45 TC 30" RC E OFFSffE 22 810.33 29 BOX INLET 22 ED D 824.30 TC P E 21 25 809.68 30 MANHOLE 15" RCP N 23 25 819.36 23 CURB INLET CURB INLET 823.99 TC 15 RCP S 24 31 CURB WET 12 RCP N 24 24 CURB INLET CURB INLET 12" RCP S I NA 23 32 CURB OtET 25 MANHOLE CLOSED LID B .01 TC 30" RCP E W 1 22 30 807.74 33 CONC. END SECTION 5" RCP N 26 30 813.63 26 CURB INLET 27 CURB INLET CURB INLEt BEE HIVE CURB KU 818.00 TC 5" RCP N 29 5"RCPSW 29 BEE HIVE NOSED LID CURB INLET CURB INLET NA Pipes or Gutter 28 33 33 30 30 31 27 29 Plat Prepared For Ilearthview Attn. Kali Lawrence 805 City Center Drive Suite 140 Carmel, Indiana 46032 Survey Prepared By Bordenet Design D. Scott Bordenet, PE, LS 8902 Alibeck Ct, Indianapolis, IN 46256 31 Hearthview Properties 146th Street Office Complex Southeast Corner of 146th Street Gray Road, Carmel, Indiana Hearthview 805 City Center Drive Suite 140 Carmel, Indiana 48032 Certification Date: October 16th, 2008 0 01 111i 40.g. 1 No. 20100044 STATE 1 4, General Notes: A. The purpose of this primary plat is to establish lot configuration for secondary platting and construction documents of common and access areas. Final development of the individual lots may vary, but will substantially comply with the development indicated hereon. B. This plan is not meant to provide a final erosion control plan as required by Rule 5 SWCD and Carmel drainage standards. A final and complete erosion control plan will accompany the subdivision construction documents. This plan is meant to show that erosion will be able to be controlled when the subdivision is developed. Individual lots will need to supply additional erosion control plans when developed. C. As indicated on the soild map, this site contains Miami Silt Loam (6%-12% slopes). This type of soil generally is characterized by eroded slopes. The existing sloping condition will need to be considered when apply erosion control measures for site construction. D. The following erosion control measures are typical: Erosion control entrances shall be based with stone, mild slopes falling away from the site shall have silt fences, steep slopes (in excess of 4:1) shall have erosion control blankets, existing and proposed storm structures inlets shall have Dandy sacks, the site shall have a concrete wash out, streams and distched shall be protected with riprap ditch checks, pipe inlets shall be protected with slotted risers, and disturbed soils shall be permanently or temporarily seeded within ten days of disturbance. Other erosion control measures may be needed and imposed as inspectors require. E. This subdivision and the individual lots shall require an IDEM NOI submittal with final construction plans. Docket Numbers: 08100014Z, 08100015PP, 08100016SW Primary Plat Index 1. Primary Plat 2. Primary Plat Landscaping 3. Primary Plat Erosion Control Sheet 4. Primary Plat Erosion Control Details HEARTHVIEW Revision Mock Rev. No. Description Date 1 Revisions from TAC, PC and _public meetings. 4-4-04 2 I Re-design based on underground storage 10-16-08 Project Number: Sheet No D. Scott Bordenet, P.E., L.S. Ph. 317-536-6181 Fax: 317-536-6220 8902 Alibeck Ct. Indianapolis, IN 46256 2007-039 3 of 4 11.1111.Mi 33 '4