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Home My WebLink About04120003.6N N In N N0 0 Ln CU L T-i vi 3 v a� U 0 0 01 N Ln 146fiH S* T 7 ; ` `' I! UP it 1 u V f r '41.7' VICINITY MAP NOT TO SCALE WnVy SHT. DESCRIPTION C001 COVER SHEET C100 TOPOGRAPHICAL SURVEY C200 &C201 SITE DEVELOPMENT PLAN C300 &C301 STORMWATER POLLUTION & PREVENTION PLAN & SPECS J STREET PLAN & PROFILES / ENTRANCE PLAN & INTERSECTION `-TAILS / C400 —C406 TRAFFIC CONTROL / TRAFFIC MAINTENANCE / TRAFFIC DETAILS C500 —0502 SANITARY SEWER PLAN & PROFILES C600 —C602 STORM SEWER PLAN & PROFILES _ C700 &C701 WATER PLANS nw� .,, e CONSTRUCTION DETAILS SANITARY C800 —C803 STORM STREET LANDSCAPE PLANS REVISIONS SHT. DESCRIPTION SECTION 2 Developed by: PLATINUM PROPERTIES 9551 DELEGATES ROW L.L.C. INDIANAPOLIS, INDIANA 46240 Phone: 131 71- 81 8 -29 00 �t A zrrA �f ,p f?( r 4 �� - t Q J 0 69 70 71 41 S t7 A A 11\,_ nw� .,, e SOILS MAP NOT TO SCALE Fax: (317)-818-291 SOILS MAP • BRASSEUR MmA Miami silt loom, 0 -2 % slopes— This nearly level, deep, well drained soil is on slight rises on uplands. Permeability is moderate in A N the subsoil and the substratum. Available water capacity is high. The main soil features that adversely affect engineering uses C shrink- swell this soil are moderate potential for frost action, moderate permeability, and moderate shrink swell potential. This soil has severe limitations for local roads and streets. The base material needs to be strengthened with suitable material. Crosby silt loom, 0 -3 percent slopes— this soil is light colored, silty in texture and on sloping uplands. It is deep and somewhat CrA poorly drained with slow permeability. It has high available water for plant growth and medium organic matter content. The soil has compact till starting at a depth between 20 —40 inches. The main soil features that affect urban development uses are seasonal high water table, moderate shrink —swell potential, high potential frost action and slow permeability. Br Brookston silty clay loam— this soil is dark colored, silty in texture and on depressional uplands. It is deep and very poorly drained with moderate permeability. It has high available water for plant growth and high organic matter content. It has compact till starting at a depth of 40 to 60 inches. The main soil features that affect the urban development uses are seasonal high water table, high potential frost action, moderate shrink —swell potential, moderate permeability and ponded surface water. MmB2 Miami silt loam, 2 -6 percent slopes— this soil is light colored, silty in texture and on sloping uplands. It is deep and well drained with moderate permeability. It has moderate available water for plant growth and a medium organic matter content. It has compact till starting at a depth between 20— 40 inches. The main soil features that adversely affect urban development uses are moderate potential frost action, moderate shrink —swell potential, moderately slow permeability, low strength and erosion during construction. MmC2 Miami clay loam, 6 -12 % sloped severely eroded— this moderately sloping, deep well draining soil is on knobs and breaks along streams and drainage ways on uplands Permeability is moderate in the subsoil and moderately slow in the substratum. This soil is suitable for urban development. Th,, main soil features that adversely affect the engineering uses of this soil are moderate potential frost action, moderate shrink -swell potential, and moderately slow permeability. The hazard of erosion is high during construction. FxC3 Fox loam, 8 to 18 % slopes, severely eroded— This moderate sloping, well— drained soil is on side slopes adjacent to drainageways on terraces and in domelike areas on uplands. It is moderately deep over sand and gravelly sand. Permeability is moderate in the subsoil and rapid in the underlying material. Available water capacity is low. This soil has moderate limitations for urban development (Slope). Features that adversely affect engineering uses of this soil are moderate frost action, moderate shrink —swell potential, moderate permeability in the subsoil and very rapid permeability in the under lying material. Topsoil should be stockpiled for use in exposed areas. We Westland silty clay loam — This nearly level, deep, very poorly drained soil is in depressions, swales, and narrow drainageways on outwash plains. Runoff from higher adjacent soils is ponded on this soil. Permeability is slow. The water table is commonly at the surface or is at a depth of less than one foot in winter and early spring. Availbble water capacity is high. Surface runoff is ponded or is very slow. The main soil features that adversely affect engineering uses of this soil are a seasonal high water table, high potential frost action, moderate shrink —swell potential, and slow permeability. The base material for roads needs to be replaces or strengthened with suitable material. OcA Ockley silt loam, 0 -2 % slopes— This nearly level, deep well drained soil is mainly on broad terraces. Permeability and available water capacity is moderate. This soil is suitable for urban development. Features that adversely affect engineering uses of this soil are moderate frost action, moderate shrink —swell potential, moderate permeability in the subsoil and very rapid permeability in the under lying material. 0c132 Ockley silt loam, 2 -6 % slope, eroded- This gently sloping, deep well drained soil is mainly on broad terraces. Permeability and available water capacity is moderate. This soil is suitable for urban development. Features that adversely affect engineering uses of this sail are moderate frost action, moderate shrink —swell potential, moderate permeability in the subsoil and very rapid permeability in the under lying material This soil has severe limitations for local roads because of low strength. The base material of roads needs to be strengthened with suitable material. 96 / 95 m 51 52 53 54 55 56 57 58 00 90 0 87 F_ D 91 z M 92 93 �P�� 86 94 ,�p� 85 G 84 83 82 81 80 POND i 79 74 77 76 75 M 78 D M STREET B :. 64 63 62 65 60 •: 61 •.. POND 141ST S SECTION 2 DESIGN DATA +9 LOTS = 1.73 LOTS /ACRE '8.246 AC. HEATHER KNOLL PARKWAY NEWINGTON LANE L.IVINGSTON LANE STREET A STREET B 1637.76 L.F. 623.78 L.F. 225.89 L.F. 307.63 L.F. NOV 3 0 20041 PLANS PREPARED BY: STOEPPELWERTH & ASSOCIATES, INC. CONSULTING ENGINEERS & LAND SURVEYORS 9940 ALLISONVILLE ROAD FISHERS, INDIANA 46038 `..uuunnq PHONE: (317)- 849 -5935 gTOEPp, FAX: (317)- 849 -5942 CONTACT PERSON: EDWARD E. FLEMING °� Q� No. SCALE: 1 " =200' _ 19358 PANS CERTIFIED BY: STATE OF /ONAL rl A�04/� 11 /30/04 DAVID J. STOEPPELWERTH DATE PROFESSIONAL ENGINEER NO. 19358 Z 0 69 70 71 72 73 68 D � 67 :. 64 63 62 65 60 •: 61 •.. POND 141ST S SECTION 2 DESIGN DATA +9 LOTS = 1.73 LOTS /ACRE '8.246 AC. HEATHER KNOLL PARKWAY NEWINGTON LANE L.IVINGSTON LANE STREET A STREET B 1637.76 L.F. 623.78 L.F. 225.89 L.F. 307.63 L.F. NOV 3 0 20041 PLANS PREPARED BY: STOEPPELWERTH & ASSOCIATES, INC. CONSULTING ENGINEERS & LAND SURVEYORS 9940 ALLISONVILLE ROAD FISHERS, INDIANA 46038 `..uuunnq PHONE: (317)- 849 -5935 gTOEPp, FAX: (317)- 849 -5942 CONTACT PERSON: EDWARD E. FLEMING °� Q� No. SCALE: 1 " =200' _ 19358 PANS CERTIFIED BY: STATE OF /ONAL rl A�04/� 11 /30/04 DAVID J. STOEPPELWERTH DATE PROFESSIONAL ENGINEER NO. 19358