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Home My WebLink AboutPrimary Plat0yy I/ Lf OLUOIKi GD1E IOr GER WARD ENGINEERING, INC. DATE OF SUBMISSION: JUNE 16, 20OU MrnK 6251 WINTHROP AVENUE, SUITE 3 INDIANAPOLIS, INDIANA 462 6R I20 Br -1738 (317) 251 .............. D LEG W CrA SURVEYOR: A t of the Southwest Quarter of Section 12, Township 17 North, Range par 3 E t of the Second Principal Meridian in Hamilton County, Indiana, BENCHMARK SURVEYING, INC. as Br described as follow: '3 9093 TECHNOLOGY DRIVE, SUITE 10 4 Beginning at the northeast corner of said Quarter Section; thence North FISHERS, INDIANA 89 degrees 17 minutes 58 seconds West (assumed bearing) along the 46038 (317) 841-1506 north line of said Southwest Quarter, 840.77 feet; thence South 00 egr d ees 00 minutes 00 seconds West parallel with the east line of said MMB2 3outhwest Quarter, 141r).ZU Teet; thence South 69 degrees 09 minutes 47 ub v fiLvr= seconds East parallel with the south line of said Southwest Quarter, 1.11 Ithe west line of said Southwest Quarter, 300.55 feet to the north Limited feet; thence South 00 degrees 09 minutes 03 seconds East parallel with SOILS MAP. -of-Way line of Interstate 465 as established per State Access Right 4 NOT TO SCALE Highway plans Project I-Project No. 465-4, dated 1964, the following 3 0 INDIANAPOLIS, INDIANA 46268 NOT TO SCALE courses being along said Limited Access Right-of-Way, (1) thence South 69 degrees 05 minutes 03 seconds East, 326.61 feet; (2) thence South 317) 299-9999 (3) thence South 73 74 degree 47 minutes 41 seconds East, 301.50 fept, degrees 03 minutes 20 seconds East, 253.79 feet to the east line of said Southwest Quarter; thence North 00 degrees 00 minutes 00 seconds East along the east line thereof, 1976.13 feet to the Point of Beginning, elm Icontaining 35.77 acres, more or less. 4 ADJOWR- 10, 11RMAW LUTED PM'1*RSH1P WT 09- Ifp IRI 4 7 ------ z= -7 r jaw i AN J&w IRN Bio _)e - __ - �; __ /4 --- ---- -A 6.18 AC. OL06 Ac Ac Ac 3 0 ' :� AC 0 10A, S.F. 2M &F. 2W S.F L 63. 51� 6151' a0cr _1�xw�2v 76 Ac R 0 69 11 LMilING PONU QVII-ALL, 2711 SE A�, 0 A Z712 S.F. x S 1. CONCRETE OVERFLOW WEIR/CHANNEL W/ CONTROL Sf'� BOA I bDWONAREA- �F' At 68 oe M0 SF. ZWRE&UTIU f, ELEV.=810.0 FT. BLO(X I ESM S 2. 36- STEEL PIPE W1 UPSTREAM INV.=801.46 OAD Ac OPA� _2M &F. 0.06 AC 2M2 S.F. 27712 &F. 74.W iV 0.42 AC. SAN WH 74.0(Y i - . 1 67 5 IMPROAMENTS: 5 1. PROMDE 20 SY± RIP-RAP FROM LAKE'S EDGE TO OL Ac AWA 2M2 S.F. A&F. I 7y74.W-T- q - CONCRETF CHANNEL. F9 2, PROMDE 20 SY± RIP-RAP KTWEEN CHANNEL 41 01PAc 6 2 S.F. Ac 271 2712 V. AND 36" STEEL PIPE. OCK4 * 201112 S.F.' 80 5 .301,AC. OA Ac Ac cv S.F. 3W S.F. 01 4&lr 25M 51. ftA 80,00' 12* END SECT. 0118 AN AC 5 USTING POND 3W &F. iW I I L.&A& 63 NORMAL POOL=809.0± 7 &F. 2 US Ac CA Ac '10000or I 10' 2730 S.F. S.F. R 2712,,&F. 11.76 AC. 3A. 61 Q06 Ac c% �k S.F. Z712 (LOG,* ''A - A6 EW SECT. pl 4,110' 3 C� 60 Ii 124 Ar- �9 -IV- 11 x A S P2 SY sk 4y, 74 N7 ZN 0.06 Ac 27.501 41 7712 &F. L -1.67 AC_ EM SECT. #POO co 87 4T J(, Ab , I ; I I 11 , NA 53 __ 0.05 Ac I6.01Y 2677 S.F Aq. oLm Ac 52 0� At 51 20 56 2 &F. 06 4149 M S.F. S.F 00 SECT. 1121 END SECT. IF04 At 06 Ac 110 Ac 42 AC 4= Sf 01 Ac 2 SF mue r 41 SF kc -4tyr S.F. Ac 2712 Sf. /30 0. Ae 29' 06 Ac ow 71 27 '16 2'A2 S.F. ih ] cl_ SAN 76' / , _22 &CF, 05 At 2 S. (LOS Ac Ac Ulu _�n - I / / -=1111111111111w 0. Ac M Si. cam& -:2 02 103 nuf SM �IH G) 23W �27 105 I 0A Ac 107 108 log 12' SCALE: I 80 so 0.06 #4 MO S.F. 0-05 BLOCK-B 2MMO &F. 110 le T 26&00' 18, AC. 0. 2W &F. 0-05 11 113 31M W. h z= ba. 0. 114 67M 26 0.05 Ac 11 2W KET 006.1 ET BL06K A '7- 210 ;.F. 5)' TC-M.0 o R, BLOCK'G 2ZI23 1. 21 AC. PROPOSED SANITARY SEWER WIS. 0186 II0 PROPOSED STORM INLET L 1416 300. f S 00 1/2 S 4 El L R/\V S 001M OY PROPOSED WATER LINE W 77" kik IX Ir WAM UW eo, eo N If USTING STORM SEWER USTING SANITARY SEWER cakifa E. -5 LK -AV 6 AT --- ----- W ------ EASTING WATER LINE EASTING GAS LINE EXISTING CONTOUR LINE I E! M 0 cm,2 ga- C g 8 owl Cv 000 ozu LO C12 5 0 - Lq C', C:) U) C14 (0 aZ UJ 0 'I �6 z 0 W DEVELOPMENT SUMMARY LLj LAJ NO. OF LOTS 11 5 A R E A 35.77 Ac + DENSITY = 3.2 LOTS Ac. EXISTING ZONING = R1 IMINIMUM LOT SIZE 2,576 SF LAJ MINIMUM LOT WIDTH 38' M MINIMUM FRONT YARD 5' M INIMUM REAR YARD 5: C MINIMUM SIDE YARD 5 C) N%e000 3outhwest Quarter, 141r).ZU Teet; thence South 69 degrees 09 minutes 47 ub v fiLvr= seconds East parallel with the south line of said Southwest Quarter, 1.11 Ithe west line of said Southwest Quarter, 300.55 feet to the north Limited feet; thence South 00 degrees 09 minutes 03 seconds East parallel with SOILS MAP. -of-Way line of Interstate 465 as established per State Access Right 4 NOT TO SCALE Highway plans Project I-Project No. 465-4, dated 1964, the following 3 0 INDIANAPOLIS, INDIANA 46268 NOT TO SCALE courses being along said Limited Access Right-of-Way, (1) thence South 69 degrees 05 minutes 03 seconds East, 326.61 feet; (2) thence South 317) 299-9999 (3) thence South 73 74 degree 47 minutes 41 seconds East, 301.50 fept, degrees 03 minutes 20 seconds East, 253.79 feet to the east line of said Southwest Quarter; thence North 00 degrees 00 minutes 00 seconds East along the east line thereof, 1976.13 feet to the Point of Beginning, elm Icontaining 35.77 acres, more or less. 4 ADJOWR- 10, 11RMAW LUTED PM'1*RSH1P WT 09- Ifp IRI 4 7 ------ z= -7 r jaw i AN J&w IRN Bio _)e - __ - �; __ /4 --- ---- -A 6.18 AC. OL06 Ac Ac Ac 3 0 ' :� AC 0 10A, S.F. 2M &F. 2W S.F L 63. 51� 6151' a0cr _1�xw�2v 76 Ac R 0 69 11 LMilING PONU QVII-ALL, 2711 SE A�, 0 A Z712 S.F. x S 1. CONCRETE OVERFLOW WEIR/CHANNEL W/ CONTROL Sf'� BOA I bDWONAREA- �F' At 68 oe M0 SF. ZWRE&UTIU f, ELEV.=810.0 FT. BLO(X I ESM S 2. 36- STEEL PIPE W1 UPSTREAM INV.=801.46 OAD Ac OPA� _2M &F. 0.06 AC 2M2 S.F. 27712 &F. 74.W iV 0.42 AC. SAN WH 74.0(Y i - . 1 67 5 IMPROAMENTS: 5 1. PROMDE 20 SY± RIP-RAP FROM LAKE'S EDGE TO OL Ac AWA 2M2 S.F. A&F. I 7y74.W-T- q - CONCRETF CHANNEL. F9 2, PROMDE 20 SY± RIP-RAP KTWEEN CHANNEL 41 01PAc 6 2 S.F. Ac 271 2712 V. AND 36" STEEL PIPE. OCK4 * 201112 S.F.' 80 5 .301,AC. OA Ac Ac cv S.F. 3W S.F. 01 4&lr 25M 51. ftA 80,00' 12* END SECT. 0118 AN AC 5 USTING POND 3W &F. iW I I L.&A& 63 NORMAL POOL=809.0± 7 &F. 2 US Ac CA Ac '10000or I 10' 2730 S.F. S.F. R 2712,,&F. 11.76 AC. 3A. 61 Q06 Ac c% �k S.F. Z712 (LOG,* ''A - A6 EW SECT. pl 4,110' 3 C� 60 Ii 124 Ar- �9 -IV- 11 x A S P2 SY sk 4y, 74 N7 ZN 0.06 Ac 27.501 41 7712 &F. L -1.67 AC_ EM SECT. #POO co 87 4T J(, Ab , I ; I I 11 , NA 53 __ 0.05 Ac I6.01Y 2677 S.F Aq. oLm Ac 52 0� At 51 20 56 2 &F. 06 4149 M S.F. S.F 00 SECT. 1121 END SECT. IF04 At 06 Ac 110 Ac 42 AC 4= Sf 01 Ac 2 SF mue r 41 SF kc -4tyr S.F. Ac 2712 Sf. /30 0. Ae 29' 06 Ac ow 71 27 '16 2'A2 S.F. ih ] cl_ SAN 76' / , _22 &CF, 05 At 2 S. (LOS Ac Ac Ulu _�n - I / / -=1111111111111w 0. Ac M Si. cam& -:2 02 103 nuf SM �IH G) 23W �27 105 I 0A Ac 107 108 log 12' SCALE: I 80 so 0.06 #4 MO S.F. 0-05 BLOCK-B 2MMO &F. 110 le T 26&00' 18, AC. 0. 2W &F. 0-05 11 113 31M W. h z= ba. 0. 114 67M 26 0.05 Ac 11 2W KET 006.1 ET BL06K A '7- 210 ;.F. 5)' TC-M.0 o R, BLOCK'G 2ZI23 1. 21 AC. PROPOSED SANITARY SEWER WIS. 0186 II0 PROPOSED STORM INLET L 1416 300. f S 00 1/2 S 4 El L R/\V S 001M OY PROPOSED WATER LINE W 77" kik IX Ir WAM UW eo, eo N If USTING STORM SEWER USTING SANITARY SEWER cakifa E. -5 LK -AV 6 AT --- ----- W ------ EASTING WATER LINE EASTING GAS LINE EXISTING CONTOUR LINE I E! M 0 cm,2 ga- C g 8 owl Cv 000 ozu LO C12 5 0 - Lq C', C:) U) C14 (0 aZ UJ 0 'I �6 z 0 W BY- DATE SHEET Pi 01 0 F LLj LAJ C:) 86 LAJ LJJ M M LLJ (z) C M LLJ C) N%e000 BY- DATE SHEET Pi 01 0 F