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Home My WebLink About07120004 Cover Sheet only Approval Pending NFC Rcv. 3/24/2008 DOCS (previously scanned unknown date)�-3 C 0 E a M rl .-•1 rl 00 0 0 N N M O J CM E L co V W 0 U 0 V CM Ln in Ln V) ' 7 '��• � r... � �" ; r I �, C `�j (7 (; � � ��!a �` � -°'L `w p\ 1 s -� i 31,`. DESCRIPTION C001 _ i �: �a r. �. /Qr .rr p 'l tC rJ✓ l� V -.yJ -, i _� cl\ -� :•r, t `ti;� NN ,p 1 , � ` 1 �' t�.� .t'. Ii 't- 1 I I %'� f o�" �� - fi � '� II � A I t '�"'{}' �?Ly .� ,� r : -: � � ?PTA i. •^ aI �: ,._ �) ..�y y :I lj L Q ll .sue' i t §' •, 5� < C/ (� ,,c Y { J.kf r { ;Ji -f'� f? t E � 'f• � - >,,_ -� � J o p �� "�i i � ?I c l � . � �...� � � „ff l L _.. i"-`_h v 'I.._y. AA`f •^/ - S' ;r.. �' ' �,�r� INDIANA } - �r _r I � loo • "A`,. 1 .1y r ,�. � _ A i � � /�,r j'S(, a� r r to k r t � �: ` �: rS C200 —C205 w Ore C300 —C311 r ✓ , (l: ° P .tit ` /fR ' ,� (1l � y f r STREET PLAN & PROFILES /ENTRANCE PLAN /INTERSECTION DETAILS /TRAFFIC CONTROL � , "; } ' — PLAN /TRAFFIC MAINTENANCE PLAN /PAVING POLICIES /CURBING POLICIES C500 —0507 tam SANITARY SEWER PLAN & PROFILES 21 M •/ .• l e�` ff j, ! ' WATER PLANS r 4 J ipw irr y C F+;) t ..f ) ' a (S � .,� y n.m rr ai�� '.,tp� �WWW■Caw. � ."T�i. t - - F.•' ate-' - Ta' SANITARY 3 d C t A; W A & 3 _ A i- E P'Hort hwaod, M- ...J C` •.--. Hilo. r STREET LOCATION MAP OPERATOR ON N.O.I. LETTER: PLATINUM PROPERTIES L.L.C. 9757 WESTPOINT DRIVE, SUITE 600 INDIANAPOLIS, INDIANA 46256 PHONE: �317� 863 -2057 FAX: (31 16 -8636 CONTACT P RSON: TIM WALTER INDEX NMI CTIO SHT. WESTPOINT DESCRIPTION C001 COVER SHEET C100 INDIANAPOLIS. TOPOGRAPHICAL SURVEY INDIANA SITE DEVELOPMENT PLANS / TREE CLEARING PLAN / OFFSITE GRADING / EMERGENCY C200 —C205 STORM SEWER OVERFLOW ROUTE C300 —C311 STORMWATER POLLUTION & PREVENTION PLANS & SPECS STREET PLAN & PROFILES /ENTRANCE PLAN /INTERSECTION DETAILS /TRAFFIC CONTROL C400 -409 PLAN /TRAFFIC MAINTENANCE PLAN /PAVING POLICIES /CURBING POLICIES C500 —0507 tam SANITARY SEWER PLAN & PROFILES C600 —C607 STORM SEWER PLAN & PROFILES / SUMP PLAN C700 —C704 WATER PLANS CONSTRUCTION DETAILS SANITARY C800 —C803 STORM STREET REVISIONS Developed PLATINUM PHA O � b y4o 00 PROPERTIES L.L.C. 9757 WESTPOINT DRIVE, SUITE INDIANAPOLIS. INDIANA 46256 600 PHONE: (317) 863 -2057 FAX: (317) 216 -8636 CONTACT PERSON: TIM WALTER EMAIL: TWALTER@PLATIN UM -PROPERTIES. COM w 1h s7EEr .. 26 1~ 1 27 SHT. DESCRIPTION 1 ALL REVISED PER AGENCY & DEVELOPER COMMENTS 2/15/08 f — y ,. ALL REVISED PER AGENCY & DEVELOPER COMMENTS 3/04/08 ALL REVISED PER AGENCY & DEVELOPER COMMENTS 3/17/08 ,...- -- y L - a t a e � r ON C H�- y TICE BOU� L AW -gin •J' S 9 ; j 0 � 1 , I I t j _ llj S e SOILS MAP MmA Miami silt loam, 0 - 2 % slopes— This n early level, deep, well drained soil is on slight rises on uplands. Permeability is moderate in the subsoil and the substratum. Available water capacity is high. The main soil features that adversely affect engineering uses of 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 loam, 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. The 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. OcB2 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 soil 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 btrengthened witty suitable material. 146th STREET DESIGN DATA INTEGRITY COURT 884.24 L.F. ARNETT DRIVE 554.97 L.F. BRAUER LANE/ BkAUER COURT 526.09 L.F. NEW GARDEN LANE 1,783.64 L.F. y TOTAL 3,736.92 L.F. � o-� DESIGN SPEED LIMIT: 25 MPH APPROVAL r ^o ^,tructioa PLANS PREPARED BY:, STOEPPELWERTH &ASSOCIATES, INC. CONSULTING ENGINEERS &LAND SURVEYORS 7965 E. 106th STREET FISHERS, INDIANA 46038 PHONE: (317)- 570 -4841 was FAX: (317)- 849 -5942 CONTACT PERSON: Brett A. Huff EMAIL: BHUFF@_WS#TOEPPELWERTH.COM SCALE: 1 " = 400' PLANS CERTIFIED BY: JAMES 0. RINEHART, IV PROFESSIONAL ENGINEER NO. 10200495 12/12/2007 DATE \STEi •• TL No. 10200495 -o STATE OF SS�ONAL tam toil J r �e S e SOILS MAP MmA Miami silt loam, 0 - 2 % slopes— This n early level, deep, well drained soil is on slight rises on uplands. Permeability is moderate in the subsoil and the substratum. Available water capacity is high. The main soil features that adversely affect engineering uses of 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 loam, 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. The 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. OcB2 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 soil 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 btrengthened witty suitable material. 146th STREET DESIGN DATA INTEGRITY COURT 884.24 L.F. ARNETT DRIVE 554.97 L.F. BRAUER LANE/ BkAUER COURT 526.09 L.F. NEW GARDEN LANE 1,783.64 L.F. y TOTAL 3,736.92 L.F. � o-� DESIGN SPEED LIMIT: 25 MPH APPROVAL r ^o ^,tructioa PLANS PREPARED BY:, STOEPPELWERTH &ASSOCIATES, INC. CONSULTING ENGINEERS &LAND SURVEYORS 7965 E. 106th STREET FISHERS, INDIANA 46038 PHONE: (317)- 570 -4841 was FAX: (317)- 849 -5942 CONTACT PERSON: Brett A. Huff EMAIL: BHUFF@_WS#TOEPPELWERTH.COM SCALE: 1 " = 400' PLANS CERTIFIED BY: JAMES 0. RINEHART, IV PROFESSIONAL ENGINEER NO. 10200495 12/12/2007 DATE \STEi •• TL No. 10200495 -o STATE OF SS�ONAL