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HomeMy WebLinkAbout06090037 Primary Plat Rcv. 7/20/2007 DOCS with markup highlightsI This drawing and the ideas, designs and concepts contained herein are the exclusive intellectual property of DeBoy Land Development Services, Inc., and are not to be used or reproduced in whole or in part, without the written consent of DeBoy Land Development Services, Inc. C� ITc VICINITY MAP_ �y ft rz m r t L - W16 or]. 4r CrA I� "1 GRAPHIC SCALE 50 0 25 50 100 IN FEET i inch = 50 ft. HOLEY MOLEY SAYS PRIMARY PLAT LEGEND "DIG LINE # LENGTH SAFELY" D. & U.E. = DRAINAGE AND UTILITY EASEMENT Wv D.0 & S.E. = DRAINAGE UTILITY & SANITARY SEWER EASEMENT p� R = RADIUS L2 lb+' X L = ARC LENGTH 7 +69.17 f 831 PROPOSED SANITARY MANHOLE S480 09' 36.11"W DECIDUOUS TREE PROPOSED STORM MANHOLE / INLET AREA LIGHT 1 S YQ PROPOSED WATER HYDRANT "IT'S THE LAW" X PROPOSED SI GNAGE 200 CIDJ UTILITY POLE CALL 2 WORKING DAYS BEFORE YOU DIG E- 1- 800 - 382 -5544 _ _ - _ - - _ UNDERDRAIN CALL TOLL FREE SUBDIVISION NAME: LAKELAND SUBDIVISION PER INDIANA STATE LAW IC8 -1 -26. DT TELEPHONE RISER IT IS AGAINST THE LAW TO EXCAVATE OWNER /SUBDIVIDER: CHRISTIAN & AMIE BROWNING WITHOUT NOTIFYING THE UNDERGROUND © 6100 W. 96th STREET, SUITE 250 LOCATION SERVICE TWO (2) WORKING DAYS UNDERGROUND FIBER OPTICS INDIANAPOLIS, INDIANA 46278 BEFORE COMMENCING WORK. G (317) 344 -7328 ® REGISTERED SURVEYOR: MIKE DEBOY OVERHEAD UTILITIES QS 501 SOUTH 9TH ST., SUITE 100 OHE OVERHEAD ELECTRIC NOBLESVILLE, INDIANA 46060 CURB INLET LIGr (317)- 770 -1801 EXISTING LEGEND LEGAL DESCRIPTION C� 5/8" DLDS CAPPED REBAR SET FLUSH MAG -NAIL SET A PART OF THE SOUTHWEST QUARTER OF SECTION ZONING DESIGNATION: S -1 / RESIDENCE DISTRICT 27, TOWNSHIP 18 NORTH, RANGE 3 EAST, DESCRIBED AS FOLLOWS: TOTAL AREA: 10.0t ACRES BEGINNING AT A STONE ON THE WEST LINE OF SAID FLOOD PLAN: ZONE -X, MAP #18057CO206F - FEB. 19, 2003 SECTION 1950.48 FEET SOUTH OF THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF SAID SOURCE TITLE: INSTR #: ENTERPRISE TITLE COMPANY SECTION 27, RUNNING THENCE EAST 1275.13 FEET COMMITMENT NO. 200606077 A STONE ON THE CENTER LINE OF PUBLIC REVIDED 08/29/2006 HI STREET LENGTH TABLE HIGHWAY; THENCE SOUTHEASTERLY ON THE CENTER LINE OF SAID PUBLIC HIGHWAY 340.26 FEET TO AN IRON PIN IN THE ROAD; THENCE WEST 1280.23 FEET TO A POINT IN THE WEST LINE OF SAID SECTION, STREET N�j LENGTH SOILS MAP THENCE NORTH ON SAID WEST LINE 340.26 FEET TO NO NAME STREET 1172.0 FT. THE PLACE OF BEGINNING, CONTAINING TEN (10) CLAY CENTER ROAD 338.75 FT. Br-- Brookston silty clay loam ACRES MORE OR LESS. This poorly drained soil has a seasonal high watertable above the surface or within 1.0 ft, and is in depressions and narrow SUBJECT TO EASEMENTS, RIGHTS -OF -WAY AND drainageways on uplands. Slopes are 0 to 2 percent. The native vegetation is water tolerant grasses and RESTRICTIONS OF RECORD AND POSSIBLE EASEMENT hardwoods. The surface layer is silty clay loam and has moderate or high organic matter content (2.0 to 5.0 percent). FOR DRAINAGE DITCHES AND TILE DRAINS. Permeability is moderately slow (0.2 to 0.6 in /hr) in the most restrictive layer above 60 inches. Available water capacity is moderate (8.8 inches in the upper 60 inches). The pH of the surface layer in non -limed areas is 5.0 to 6.0. This soil is hydric. Wetness is a management concern for crop production. This soil responds well to tile drainage." CrA -- Crosby silt loam, 0 to 3 percent slopes This somewhat poorly drained soil has a seasonal high watertable at 0.5 to 2.0 ft. and Is on rises on uplands. Slopes are 0 to 3 percent. The native vegetation is hardwoods. The surface layer is silt loam and has moderately low or moderate organic matter content (1.0 to 3.0 percent). Permeability is very slow (< 0.06 in /hr) in the most restrictive layer above 60 inches. Available water capacity is moderate (6.6 inches in the upper 60 inches). The pH of the surface layer in non -limed areas is 4.5 to 5.5. Droughtiness and wetness are management concerns for crop production. This soil responds well to tile drainage." MmB2- -Miami silt loam, 2 to 6 percent slopes, eroded This moderately well drained soil has a seasonal high watertable at 2.0 to 3.5 ft. and is on rises on uplands. Slopes are 2 to 6 percent. The native vegetation is hardwoods. The surface layer is silt loam and has moderately low organic matter content (1.0 to 2.0 percent). Permeability is very slow (< 0.06 in /hr) in the most restrictive layer above 60 inches. Available water capacity is moderate (6.2 inches in the upper 60 inches). The pH of the surface layer in non -limed areas is 4.5 to 5.5. �INA N89- 13 55 ' Droughtiness and water erosion are management concerns for crop production." 2636.76' Cor., S.W. Sh -- Shoals silt loarr Sec. 27 -18 -03 ALIGNMENT LINE DATA LINE # LENGTH BEARING BEGIN STA. SPOT ELEVATION (TOP OF CURB) Wv WATER VALVE N71' 29' 35.17 "W 11 +23.63 11 +71.98 L2 lb+' X SPOT ELEVATION 7 +69.17 FIRE HYDRANT 831 CONTOUR S480 09' 36.11"W DECIDUOUS TREE CIP- AREA LIGHT 1 8" TELEPHONE MANHOLE 0 METAL /WOOD POST L5 BUSH CIDJ UTILITY POLE X FENCE E- GUY ANCHOR --u- SIGN 7; TELEPHONE MANHOLE O TRAFFIC SIGNAL POLE DT TELEPHONE RISER ® TRAFFIC SIGNAL MANHOLE L9 TRANSFORMER © TELEPHONE FO UNDERGROUND FIBER OPTICS ® CONCRETE BUMPER G UNDERGROUND GAS ® DRAINAGE MANHOLE OHU OVERHEAD UTILITIES QS SANITARY MANHOLE OHE OVERHEAD ELECTRIC CURB INLET LIGr UNDERGROUND TELEPHONE ® ROUND INLET (24" TYPICAL) UGF UNDERGROUND ELECTRIC ® SQUARE INLET (24" TYPICAL) >7M UNDERGROUND STORM A CLEAN OUT SAN UNDERGROUND SANITARY • PIPE BOLLARD -w W - WATER LINE FLAG POLE POWERPOLE /LIGHT m ELECTRIC BOX POWERPOLE /TRANSFORMER i POWERPOLE LEGAL DESCRIPTION C� 5/8" DLDS CAPPED REBAR SET FLUSH MAG -NAIL SET A PART OF THE SOUTHWEST QUARTER OF SECTION ZONING DESIGNATION: S -1 / RESIDENCE DISTRICT 27, TOWNSHIP 18 NORTH, RANGE 3 EAST, DESCRIBED AS FOLLOWS: TOTAL AREA: 10.0t ACRES BEGINNING AT A STONE ON THE WEST LINE OF SAID FLOOD PLAN: ZONE -X, MAP #18057CO206F - FEB. 19, 2003 SECTION 1950.48 FEET SOUTH OF THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF SAID SOURCE TITLE: INSTR #: ENTERPRISE TITLE COMPANY SECTION 27, RUNNING THENCE EAST 1275.13 FEET COMMITMENT NO. 200606077 A STONE ON THE CENTER LINE OF PUBLIC REVIDED 08/29/2006 HI STREET LENGTH TABLE HIGHWAY; THENCE SOUTHEASTERLY ON THE CENTER LINE OF SAID PUBLIC HIGHWAY 340.26 FEET TO AN IRON PIN IN THE ROAD; THENCE WEST 1280.23 FEET TO A POINT IN THE WEST LINE OF SAID SECTION, STREET N�j LENGTH SOILS MAP THENCE NORTH ON SAID WEST LINE 340.26 FEET TO NO NAME STREET 1172.0 FT. THE PLACE OF BEGINNING, CONTAINING TEN (10) CLAY CENTER ROAD 338.75 FT. Br-- Brookston silty clay loam ACRES MORE OR LESS. This poorly drained soil has a seasonal high watertable above the surface or within 1.0 ft, and is in depressions and narrow SUBJECT TO EASEMENTS, RIGHTS -OF -WAY AND drainageways on uplands. Slopes are 0 to 2 percent. The native vegetation is water tolerant grasses and RESTRICTIONS OF RECORD AND POSSIBLE EASEMENT hardwoods. The surface layer is silty clay loam and has moderate or high organic matter content (2.0 to 5.0 percent). FOR DRAINAGE DITCHES AND TILE DRAINS. Permeability is moderately slow (0.2 to 0.6 in /hr) in the most restrictive layer above 60 inches. Available water capacity is moderate (8.8 inches in the upper 60 inches). The pH of the surface layer in non -limed areas is 5.0 to 6.0. This soil is hydric. Wetness is a management concern for crop production. This soil responds well to tile drainage." CrA -- Crosby silt loam, 0 to 3 percent slopes This somewhat poorly drained soil has a seasonal high watertable at 0.5 to 2.0 ft. and Is on rises on uplands. Slopes are 0 to 3 percent. The native vegetation is hardwoods. The surface layer is silt loam and has moderately low or moderate organic matter content (1.0 to 3.0 percent). Permeability is very slow (< 0.06 in /hr) in the most restrictive layer above 60 inches. Available water capacity is moderate (6.6 inches in the upper 60 inches). The pH of the surface layer in non -limed areas is 4.5 to 5.5. Droughtiness and wetness are management concerns for crop production. This soil responds well to tile drainage." MmB2- -Miami silt loam, 2 to 6 percent slopes, eroded This moderately well drained soil has a seasonal high watertable at 2.0 to 3.5 ft. and is on rises on uplands. Slopes are 2 to 6 percent. The native vegetation is hardwoods. The surface layer is silt loam and has moderately low organic matter content (1.0 to 2.0 percent). Permeability is very slow (< 0.06 in /hr) in the most restrictive layer above 60 inches. Available water capacity is moderate (6.2 inches in the upper 60 inches). The pH of the surface layer in non -limed areas is 4.5 to 5.5. �INA N89- 13 55 ' Droughtiness and water erosion are management concerns for crop production." 2636.76' Cor., S.W. Sh -- Shoals silt loarr Sec. 27 -18 -03 ALIGNMENT LINE DATA LINE # LENGTH BEARING BEGIN STA. END STA. L1 48.3432 N71' 29' 35.17 "W 11 +23.63 11 +71.98 L2 294.3591 S890 13' 56.86 "W 7 +69.17 10 +63.53 L3 188.6583 S480 09' 36.11"W 4 +63.66 6 +52.32 L4 66.1575 S88" 57' 47.48 "W 2 +96.78 3 +62.93 L5 42.1125 S89' 33' 51.89 "W 0 +00.00 0 +42.11 ALIGNMENT CURVE DATA CURVE # RADIUS LENGTH CHORD BEARING DELTA P.I. STA. C1 199.79 60.11 N82.240505W 17.2370 10 +93.81 C2 175.00 116.85 S70.017761 W 38.2566 7 +13.02 C3 175.00 100.73 S67.378934W 32.9790 4 +14.74 C4 175.00 126.57 N69.215941 W 41.4390 2 +36.40 C5 175.00 128.10 N69.466018W 41.9391 1+09.18 Harr. Monu. Fd. per This somewhat poorly drained soil has a seasonal high watertable at 0.5 to 2.0 ft. and is on flood plains. Slopes are 0 to 2 C.S. ties 3:: percent. The native vegetation is hardwoods. The surface layer is silt loam and has moderate organic matter content (2.0 to LC) 4.0 percent). Permeability is moderate (0.6 to 2 in /hr) in the most restrictive layer above 60 inches. Available water capacity TYPICAL CROSS - SECTION O t\ is high (11.8 inches in the upper 60 inches). The pH of the surface layer in non -limed areas is 5.6 to 6.5. Wetness and the - O flooding hazard are r anagernent concerns for crop production. This soil responds well to tile drainage." N O N V) Note: For clarity purposes, spot shots and existing trees are not shown hereon. Please refer to autocad files for additional information. e I WADE & PHYLLIS RADEMACHER � 00 I DEED BOOK 309, PAGE 12 _ Ui fI ZONED S -1 N East(D) N89° 13' 41 "E (M) � -� \ l 1285.23'(D) 1280.18' (M) . . . . - T LIMITS OF CONSTRUCTION 1 N89' 08 34 "1=� ���� '�_���������M N89' 8' 3 "Enk LIMITS OF CONSTRUCTION N89'08' 34 "E���������'����� ��W.s�����lOiai.l�.����m -- �.. .. N18,9* 08' 34 "E � � � i� � � � � N89' 08' 34 "E m X 89' 08' 34 "E �_� .. �� _� ar.� -- /_'__ ' 398 09' 40 1 - 150.28' 10' BUFFER YARD 157.85' 10' BUFFER -YARD 2 .64' �j 245.15' 1 FF R YA SRR• I 1 1 0 BU E RD-7- T - T 10' BUFFER YARD I 10' BUFFER YARD % `S�• 10' BUFFER F 25' INGRESS /EGRESS EASEMENT 10 S\ 1 -�-•.� o I 1 D_ I 11 25'-T0R�EGRESS EASEMENTS INGRESS EGRESS EASEMENTT- c°'v Ln I I ( rn 1 1 I I 0 N I I I z 1 I 11 1 II 1 / LOT: 2 N I J AREA: 0.97 ACRES I N M AREA : 42087.77 S.F. M 1 _ I I / o I M 1 I o I ROPOSED DETENTION rl . ..... LL . ... I Of C COMMON AREA AREA: 0.90 ACRES ml N o REA 3S 380.37 S.F. w I t I 0 aim �. 22.3 NEW o 2S, \ co LOT: 4 / _ TIMBER+ BRIDGE p II 1 O AREA: 1.76 ACRES L4 Q ;� �Fq in X' AREA 76529.83 S.F. � �► �F1,FN 0 1 Q 11 I I Wood�ar / G� + C� p \ 1 O6 w z T- O O 1 LOT: 3 1" S' r _ �yx �� I O U N LOT: 1 I N AREA: 0.80 ACRES �' i ��8 �� - 1 ^ fn i /) I AREA: 1.75 ACRES M 1 - I AREA 34863.90 S.F. , p . . . .\ .. W 1 BLDG PAD AREA 76124.25 S.F. N �h .67' \ eLT S�ODo . °° ' 1/ W �, - O w 0- I o BLDG PAD / BYO _ - w ° wl o z I _ s in mz �p + rn LL- O (n i� I I I BLDG PAD Gravel �- O�T �D 9S' O f 1 N Li 0 w N � rave . . . z U m I / p 0 Gravel 471 o O Gr vel i-' -11- -- Z o BSL O -_ \ I / / o 1 I / MENT �1 /� rod Gonc. p�,��\�6 �. o . (!? I vEPSj W X /(� 5 / / . . Iq\ X300, � L=O. 1 I 1 P-70-level brick /woo o s. U cri v, block b mt. N 0 01' 1 D' � �ti x 4. DEL 0 L2 / 40' BSL � � . - -.�� p� /�`L 40' BSL 40 � BSL / 25' D.& E. EASEMENT 25' D. EASEMENT_ SVJ EL EL I 1 _ -- SWO �-- - M 2 / Gravel E1" re �� o SS Ste- SS S SS S SS R P %�$ / `/ EL `__� '` TQ. ---- 40, 1 I ,1�5 0 M M M M x 0� 23' Z 1' C\\, rq =15.05 - - _% - 1 . �+ m o Q 1 _ / nod tal Barn 1 I y Z LOT: 5 1 AREA: 2.02 ACRES ° 75- % 0 0 0 2 X ° �� AREA 88132.05 S.F. \ I 0 1 I II L �I L2 Q a ��1��5 .23' d0 1 S 1 1 X v X1.60 !aC`51 7 �200�0 / X X 10' BUFFER YARD ._ � -_ T- . --T� \� . s iitczp p � P89' 13 57 ,. �\ 10' BUFFER YARD � � 'r ___--- ___.-__..------- _. -.__�- - Will � - - - - - - - - - S8 " CHAP � � - �•-,���y � = S89. 08 46 W �- eiiiii 1111111 ������M589'08' 46 'W 5'C(�) �$� °�'I� v� �� \� LIMITS OF CONSTRU LIMITS OF CONSTRUCTION 1285.3'(D) 1285.25' (M) CLARIDGE FARM ` APPROX. LOCATION OF THE SECTION 1 -A WATER AND SANITARY P.C. 1, SLIDE 145 CONNECTIONS. / ZONED; PUD oo&-7 cat Iowa ELI i 0 10 wN 4 X 1� Z W co O tD Cr S J M_NA VftO C r Of m W 4 lift h ai y _ 00 m y In W a. W W CL 0 00 �^ 1 ftftft% W � U N' Q, O� CL � O �L w C 1ZI1, � O ZZ co Co w � Ovi y�Iw N Uj O� CL CLIENT NAME: BROWNING INVESTMENTS CHRISTIAN BROWNING 6100 W 96th STREET, SUITE 250 INDIANAPOLIS, INDIANA 46278 07 • WQ' _JNCD Z FAX: 317- 344 -7400 CD 2005 DeBoy Land Development Services, Inc. cam= DESIGNED: APPROVED: MLD DRAWN:CLH CHECKED BY: TLK SCALE:1" = 50' DATE: 07 /19/07 PROJECT NO.: 200&0120 W y�i OF1 Q'',,,'��� / /Nllll� � H U) 0 00 �^ 1 ftftft% W � U N' Q, O� CL � O �L w C 1ZI1, � O ZZ co Co w � Ovi y�Iw N Uj O� CL PROJECT: F: \2006 \2006 -0120 - 12650 Clay Center Rd Subdivision - Browning Investments \ENGINEERING \DRAWINGS DWG: 2006 -0120 PLATS.DWG PLOTTED BY: CLAUDE L HATFIELD DATE: Fridon -duly 20, 2007 1:14:00 PM c s I I CLIENT NAME: BROWNING INVESTMENTS CHRISTIAN BROWNING 6100 W 96th STREET, SUITE 250 INDIANAPOLIS, INDIANA 46278 PHONE: 317 -344 -7328 FAX: 317- 344 -7400 CD 2005 DeBoy Land Development Services, Inc. DESIGNED: APPROVED: MLD DRAWN:CLH CHECKED BY: TLK SCALE:1" = 50' DATE: 07 /19/07 PROJECT NO.: 200&0120 7- 061 OF1 PROJECT: F: \2006 \2006 -0120 - 12650 Clay Center Rd Subdivision - Browning Investments \ENGINEERING \DRAWINGS DWG: 2006 -0120 PLATS.DWG PLOTTED BY: CLAUDE L HATFIELD DATE: Fridon -duly 20, 2007 1:14:00 PM c s I I