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HomeMy WebLinkAbout07070059 Site Plan C001 - C005 Revised Per DOCS Review 11/29/2007go- 0 6" w 0 W 1A U 0 0 O J Q DE a- LO Q N VI,- ° O o � N O pj � N 0 oZ E O:5'Do ja o n =tZ �M: V; w z �o � :D p _g o� 11 0 I— mot' W U � � V) Q� w:�i cn f— W w CL W,-IN C1 o z LC) OL w J 47z�, L�_Lj Q) w co �o Q� U 00 L.� o cl� �V) _z W Lr) o� QCl- U LL_ ZE o U, �w _ck� U �CL It I 0 8 7 7 0 AJ I ILV I J`t END OF BOARD FENCE & END OF CHAIN LINK FENCE ARE 0.7' WEST CL w z Uj w V) OA RD FENCE LOT 5 6 J � KINNAMAN 11271'92 CN [,,,BOARD FENCE CORNER IS 0.4' QUEST OF LINE \ LOT 57 C. L. FENCE CORNER IS 0.2 EAST OF LINE - VOG T D.R. 284, P.130 CHAIN LINK FENCE -,- END OF FENCE IS APPROX. ON LINE -END OF SPLIT RAIL FENCE IS 0.7' EAST OF LINE SPLIT RAIL FENCE LOT 59 11INSTR. —END OF SPLIT RAIL FENCE IS 0.4' WEST OF LINE CHAIN LINK FENCE LOT 60 SCALE: 1 " = 30' 0 15 30 60 5 PLAN 0 0 I'La/ EXISTING ZONING — 137 TOTAL ACREAGE-, 6.08 AC. LEGEND D. &U.E. DRAINAGE AND UTILITY EASEMENT V.W. VARIABLE WIDTH EASEMENT S. E. SANITARY SEWER EASEMENT S.S.P. SANITARY SEWER PIPE ESMT EASEMENT ASPH ASPHALT I.E. INGRESS /EGRESS EASEMENT RIGHT—OF—WAY SUMMARY I NOTE: RIGHT —OF —WAY TO BE DEDICATED PER 20 YEAR THOROUGHFARE PLAN. PARKING SUMMARY Two spaces per dwelling unit plus one space per dwellings Dwelling, Single Family Two spaces per dwelling unit (excluding private garage) 5 REQUIRED ADDITIONAL, 8 (VEHICLE) AND 14 (BICYCLE) PROVIDED. OPEN SPACE CALCULATIONS OPEN SPACE— 2.0 AC OPEN SPACE % = 32% LOT COVER PERCENTAGE i BUILDING FOOTPRINTS AND PAVEMENT (DRIVEWAYS) 76,800 S.F =29% PERMANENT BENCHMARK Top NNW hex nut on fire hydrant in the northeast quadrant I" of Guilford Avenue and Emerson Road (hydrant is located 1175' North of North property line and 30' East of the centerline of Guilford Ave. ELEVATION — 836.77 (NGVD 1929) Note: The above Bench Mark was established from the i following bench mark in May, 2002: U.S.C. & G.S. Standard Bronze Disk stamped "X 42 1934" set in top of SW corner of concrete foundation of � semaphore tower 8 -167.8 located 195' north of the intersection of S.R. 234 and the Monon RR and 11' east of the east rail. i ELEVATION — 829.23 (NGVD 1929) TEMPORARY BENCHMARK TBM # 1 Mag nail set in North side of utility pole #300 -183 approx. 30 East of physical centerline Guilford Ave. & 260' South of North property line of site. ELEVATION — 842.66 (NGVD 1929) 4 HOLEY MOLEY SAYS "DIG SAFELY" "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IC 8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. LOCATJ�0!\T 1��P NOT TO SCALE V--- - �ROJECT LOCATION e f _4L- L i v g 1 x= s_ ' L0CAT10N LAND DESCRIPTION SCALE: 1 " =500' Part of the east half of the southwest quarter of Section 25, Township 18 North, Range 3 East, being more particularly described as follows: Beginning at the southwest corner of said tract and running east 30 rods; thence north 534 5/6 feet; thence vest 30 rods; thence south 534 5/6 feet to the place of beginning, containing 6.055 acres, more or less. PREPARED B Y.- WEIHE ENGINEERS, I .IBC. 70505 N. COLLEGE AVE. INDIANAPOLIS, IN J1 6 .280 TELEPHONE: (317\1 846--6611 DATE: NOVEMBER 9, 2007 REVISED.- NOVE11-8-ER 29, 2007 PREPARED FOR.- Uptown Partners, T LC. 735 8th St. N. W. Carmel, IN 96032 TELEPHONE: 317-966-1-t'-112023 FAX: 317-580-90"96 CONTACT PERSON: jus'tftn Moffett I 1 o ��O V do o do w � r &-I 71 00 00 tz t%zo x .,-4 7--4 O U M X M 9 00 ` � w w a U O W� H A Z <4 w a WO w .w a> o cry 00 A w� .z T1_ � w W W � � N � O� w U� - r O L� T-1 �a Z O44 • W kn H O ~ N � ° U DEI0 O 0 o ►r M 0 _ as M o z�� Caw �Q Caw (M) w� z� Z zw � -� �° w� � co �' o x d Cl. Ca C) Ca Q U Ca �m 0 W cv d� Q W ww �D Cr- �Cf) U Z w co a- O 0 W ww SH1EL %, O ..�� <v •'' GIST FR•.. NO !1 - /iii •••.�U A�p.•••• \�� irrrriii�ttt� JAMES E. SHIELDS, JR. P.E. 10201333 Q0 0 0 o -� d w M 0 • � d co COO Q' Z U O Z Ell o Ca • � � W o -+-Z E- SHEET N0. PROJECT N0. W07 -0134 Q U W 0 W ry 0 fl- CD Q m D Q cn N QOn ILJ N o Q, n N 0 �> �w -0 c 00 CN 0>_ o0 •_� z =w ..�wm z �o 0— FL: Q o w F - -i �on s Lft U pr. Al 10 1 g SANITARY MANHOLE w� T.C.840.84 E.L. 830.69 IN V. (W)832.3 W w i MA NOTE: CROSS RIPE tLL OF SILT 12 CP i� Ff ,. 5 4 3 7 e - - - - i& Ij _ La. _ a I VA 4 _ L`, J 6L I�INSTR. 2000_2t5801 1LL INS-FR. 98 -46 r" PRICE — AN 2 A ,L FEUVRE TRUST TANNER INS #2000 8549 1NST1. 000 -608 TR. 2000 -57057 8 1 N S ..... 8 7 J 5181' REBAR W/ CAP MARKED MARKED 0 40' Detente n Area,_ D. & U. E. S� "WEIHE ENGR 0012" SET 5/8 REBAR W/ CAP "WEIHE ENGR 0012" SET EDGE OF ��� s3� (IN CHAIN LINK FENCE LINE) SOUTH ASPHALT DRIVE ASPHALT DRIVE SJ a R. P. S T� LINE- D. 225 P 51 85' : ....... 69.92' "DO NOT ENTER" SIGN .......... 57.63' 143.30' M N `c; TKTAV.;. LY— AREA/ BUFFER o F— LOT 55 Ixf ............... LLJ 5 Z ° w cn HOURMOZDI ................ ..�8 I w L.i D.R. 310, P.847 5' UVa.[k........._ LO WETLAND �' 46 CIE _mm _ \\ I I �� I i- END OF BOARD FENCE &END WETLAND \� \�� o ��� I I MESON'S VILLAGE o � NINTH SECTION SANITARY MANHOLE I ' I I III.. 'y--r —� ' 6' I &f ESM T. C.841.01 a'. �I i 1 I 1 84,11 IN V. I / l � m 14 SPACE'��-- � I I END OF SPLIT RAIL FENCE � `n �� � O IS 0.7' EAST OF LINE CD ln B Y O I HERS EAST LINE DEED RECORD 225, PAGE 332 0 0� 3 -4 �VEG � ETATED o 1 — — -�ntn -rr��ronQe�?Y rnl�lSTRt1CTI0N EASEMENT P R D.R. 44,� 3 1 4 SANITARY MANHOLE T. C. 842.24 F. L. 8 32. 2 IN V. (S)832.3 SS ER E. 1 2 1 W. CORN , S. W. / 4 / =C.25, T.18N.,R.3E. IA THEMA TICAL SPLIT) AG NAIL SET R. SPIKE FOUND 0.92' E. & N 96 S. OF MATHEMATICAL SPLIT 1311.34' in SOUTH LINE S.W. 1 /4 . SEC. 25, T.18N., R. 3 . n, szR•aa'�� "� —���� (3 (RAMS nF BEARINGS lNV.841.23(12" P) - - - - 7 6 5 9 8 3 w z CD 0 m Ln N cb STONE W/ CUT "X" (IN 2' DIA. CONCRETE FOOTING; FOUND 0.74' W. & 0.20 N. OF CALC. CORNER 1311.34' (FUTURE VACATED VACATIOt PER INS 2 I � © ��O W A4o IT u U 10 o N4o W NO M N kn 00 00 000 H 0 d' �--� ��OO U M M 00 � w w a U o�Tl V1 M �o W O V1 00 C A wlqr .Z >� 4 04 W Le �n ----- STORM SEWER RCP �1 U� SANITARY SEWER (PVC SDR-35 Pk 0 Z 0 O W �4 O 8" H D,l, MA o U LIGHT CD 00 o . VEGETATED o m Q _ 0 o z, o Q SWALE E— � w Q v� w p Z cm Z w U o3: �� v� ¢ w d� . m p4 m r- 0 W C14 Q� w w w �D ct� SCALE: 1 " = 30' z o _ of = z 0 15 30 60 00 � w w w C4 [If 1 s,.SH140 • No - WEI . ZZ: ANAL I JAMES E. SHIELDS, JR. P.E. 10201333 H V h� E—I z �4 Q) > col) W 0 w� � d w� d W� �4C3 W �i M • E-I Q0 0 O w � W rx o 0 � � d a � � SHEET NO. PROJECT N0. W07 -0134 10 I 9 1) General A) The work subject to the requirements of this policy shall include the production, hauling /delivery, spreading, finishing, compaction and other work necessary to prepare foundations, install aggregate bases and install one or more courses of base, 11 - I intermediate, or surface hot mix asphalt mixtures within existing or proposed right -of -way for roadways, auxiliary lanes and asphalt multi -use paths. B) This policy shall be the basis for acceptance of the work by the City. Failure to adhere to the requirements of this policy may result in non - acceptance of the work or other remedies outlined in this policy. C) Workmanship, materials and quality of the work completed shall conform to the 2006 Standard Specifications of the Indiana Department of Transportation (hereinafter referred to as Standard Specifications), except where deviations are allowed herein, or ' variances are granted. D) Where the minimum standards of any other governmental agency having concurrent jurisdiction exceed these standards, the higher standards shall apply. E) If any plan or other note or specification on the approved construction documents exceeds the minimum standards of this policy, the higher standards shall apply. F) Nothing contained herein shall be construed as prohibiting the design and construction of improvements meeting higher standards, nor as discouraging petitions to appropriate governing bodies for variances for alternatives which can be supported by advances in technology and are approved by other agencies with concurrent jurisdiction. G) All work shall comply with the requirements of Section 105.03 of the Standard Specifications. H) For the purposes of this policy, where the term Engineer is used in this policy and the Standard Specifications, it shall mean: a) The Carmel City Engineer, staff of the Department of Engineering, other personnel o} employed by the City of Carmel, or authorized agent(s) that may be retained to represent the City of Carmel. ii) The Hamilton County Highway Engineer, staff of the Hamilton County Highway Department, other personnel employed by Hamilton County, or authorized agent(s) that may be retained to represent Hamilton County Highway, depending on the location of the work. 1) Authority of the Engineer over the work shall be per Section 105.01 of the Standard Specifications. J) Prior to commencing the work, the Contractor performing the work shall contact the Engineer to schedule a pre- construction meeting to review the Engineer's construction requirements, staff notification requirements, required inspections for certain stages of the work and to review the authority of the Engineer as it relates to the work. K) Under no circumstances shall work subject to the standards established by this policy commence without obtaining approved construction drawings by the City of Carmel Department of Engineering. 2) Foundation A) General i) This work shall consist of the construction /preparation of the foundation in accordance with Section 105.03 of the Standard Specifications. B) Excavation and Embankment i) Prior to beginning excavation and embankment operations, all necessary clearing, grubbing, scalping and topsoil stripping and subsequent backfilling for removed items within the slope stake limits shall be performed in accordance with Section 201.03 and 201.04 of the Standard Specifications. All topsoil, vegetation, roots, stumps, friable and deleterious material shall be completely removed within the limits of the slope stakes. _ ii) Excavations (1)After excavation operations, all spongy and yielding material that does not readily compact shall be removed from within the slope stake limits and the resulting void shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications. (2)Any pronounced depressions within the slope stake limits resulting after - excavation operations shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications. iii) Embankments - (1)Embankments shall be constructed in accordance with Section 203 of the Q) Standard Specifications. (2)All spongy and yielding material that does not readily compact shall be removed from within the slope stake limits prior to embankment operations. (3)Any pronounced depressions within the slope stake limits resulting after clearing, grubbing, scalping and topsoil removal shall be refilled with suitable material and - compacted in accordance with Section 203 of the Standard Specifications prior to embankment operations. (4)Prior to the construction of any embankment, the original ground surface within the limits of the slope stakes shall be leveled and the upper 6- inches shall be compacted in accordance with Section 203 of the Standard Specifications. (5)Embankments shall be shaped to be well drained and shall be protected to -- prevent erosion. - (6) Loose depth of each embankment lift, final compacted depth, compaction method and compaction requirements shall be in accordance with Section 203 of the Standard Specifications. C) Soil Subgrades i) Subgrades shall be prepared only after the installation of all utilities and subsurface drains indicated on the approved construction documents to be located under the pavement are completed. Trench backfilling work of these installations shall be in accordance with the City of Carmel Trench Backfilling specifications. ii) The subgrade shall be shaped to the required grade and sections, free from all ruts, corrugations, or other irregularities. iii) The subgrade shall be uniformly prepared, compacted and approved in accordance with Sections 207.02, 207.03 and 207.04 of the Standard Specifications. iv) Subgrades shall be inspected and approved by the Engineer before any aggregate 1. base or hot mix asphalt pavements are constructed. A proofroll shall be conducted in accordance with Section 203.26 of the Standard Specifications. Unacceptable areas shall be corrected to the satisfaction of the Engineer before any aggregate base or hot mix asphalt paving operations commence. v) At the discretion of the Engineer, Subgrade that has satisfactorily passed a proofroll, but remains uncovered for a period of 14 calendar days prior to placing stone or is subject to a measurable rain event prior to placing stone, shall be subject to additional proof rolls prior to placement of the Aggregate Base. D) Existing Pavement i) Milling of existing pavement surfaces shall be in accordance with Section 306.02, - 306.03, 306.05, 306.07 and 306.08 of the Standard Specifications. " - ii) Localized weak areas of the existing pavement section uncovered during the milling - process shall be repaired in accordance with Section 304.02, 304.03, 304.05 or 305 of the Standard Specifications. iii) Prior to opening milled areas to traffic, the milled areas shall be cleaned of all material, debris and dust resulting from the operation. iv) Milled areas that remain open to traffic longer than those times stipulated in Section 306.05 of the Standard Specifications shall be subject to liquidated damages outlined in Section 306.05 of the Standard Specifications. The Contractor shall be responsible for payment of these liquidated damages. 0 E N r` 0 0 0 N o� N CD -0 -0 C: E °' U) > -0 0 4 )wm ..� 0 - i­- w te r- �--- O Q OIL 26' 10' 10' 3'' 39 LOCATION OF PROFILE GRADE 'a a n LEVEL LINE CROWN 1 /4" /FT.- J( PREPARED SUBGRADE NOTE PIPE UNDERDRAIN TO CONFORM TO REQUIREMENTS OF SECT1aN 906.17 OF STANDARD SPECIFICATIONS. *ALL PAVING IS TO BE COMPLETED IN ONE PAVING SEASON TYPICAL SEP(C.TION = ALLEYS ILI (NO SCALE) 9 P l 3) Aggregate Bases A) General i) This work shall consist of placing a compacted aggregate on a prepared soil subgrade in accordance with Section 105.03 of the Standard Specifications. ii) Aggregate Base materials shall be in accordance with Section 301.02 of the Standard Specifications. iii) The material shall be obtained from a Certified Aggregate Producer in accordance with Section 917 of the Standard Specifications. iv) The Aggregate Base material shall be handled and transported to, and on, the work site in a manner that minimizes segregation and moisture loss. v) Aggregate Bases shall be constructed on prepared foundations and to thicknesses equal or greater than those indicated on the approved construction documents. B) Temperature and Seasonal Limitations i) The Aggregate Base shall be placed in accordance with the temperature limitations of Section 301.04 of the Standard Specifications. ii) Frozen material shall not be placed. iii) Aggregate Bases must be placed and pass proof roll prior to November 30 in order to allow paving in accordance with Section 4C(iv) of this policy. C) Preparation i) The prepared foundation shall be free from objectionable or foreign materials at the time of placement. ii) The subgrade shall be subject to additional proof rolls in accordance with Section 203.26 of the Standard Specifications just prior to placing the Aggregate Base on the subgrade in accordance with Section 2C(v) of this policy. Unacceptable areas shall be corrected to the satisfaction of the Engineer before any Aggregate Base is placed. D) Spreading and Finishing i) The Aggregate Base shall be spread in accordance with Section 301.05 of the Standard Specifications. ii) The Aggregate Base shall be compacted in accordance with Section 301.06 of the Standard Specifications. iii) Subsequent paving courses shall be placed over the Aggregate Base within 14 calendar days. Aggregate Bases that lay exposed for a period of time greater than 14 calendar days or experience a measurable rain event prior to the placement of subsequent paving courses shall be subject to inspection and acceptance by the Engineer. At the discretion of the Engineer, additional proof rolls may be required. 4) Asphalt Pavement A) General i) This work shall consist of placing one or more courses of base, intermediate, or surface hot mix asphalt (HMA) mixtures on a prepared foundation in accordance with Section 105.03 of the Standard Specifications. ii) HMA base, intermediate, or surface mixtures shall be constructed on prepared foundations and to thicknesses equal or greater than those indicated on the approved construction documents. iii) Materials used in the production of the HMA mixtures shall be in accordance with Section 401.03 of the Standard Specifications. iv) Equipment for HMA operations, including but not limited to production, hauling /transportation, laydown, compaction and miscellaneous /anciilary activity shall be in accordance with Section 409 of the Standard Specifications. v) Installation of the full pavement section indicated on the approved construction documents for the entire area to be paved must be completed in the same paving season. vi) Widening operations shall comply with the following: (1)The outside face of the excavated area shall be left as nearly vertical as the nature of the material will permit and not wider than the outside limits of the widening section. (2)The existing pavement adjacent to the widening area shall be sawcut to a clean edge. (3)The subgrade in the widened area shall be compacted in accordance with this policy. (4)Widening mixtures shall comply with the pavement section indicated on the approved construction documents. (5)Compaction of the widening shall be in accordance with Section 304.05 of the Standard Specifications. B) Preparation i) The Aggregate Base shall be subject to additional proof roils in accordance with Section 203.26 of the Standard Specifications just prior to placing the HMA courses in accordance with Section 3D(iii) of this policy. Unacceptable areas shall be corrected to the satisfaction of the Engineer before any paving operations commence. ii) All displacement or rutting of the Aggregate Base shall be repaired prior to placing HMA mixtures. iii) Milled asphalt surfaces shall be tacked in accordance with Section 406 of the Standard Specifications. iv) Asphalt surfaces between courses shall be tacked in accordance with Section 406 of the Standard Specifications. v) Contact surfaces of curbing, gutters, manholes, and other structures shall be tacked in accordance with Section 406 of the Standard Specifications. vi) Surfaces on which a mixture is placed shall be free from objectionable or foreign materials at the time of placement. vii)Tack Coat material shall be distributed with equipment meeting the requirements of Section 409.03(a) of the Standard Specifications. C) Weather and Seasonal Limitations i) HMA courses shall be placed when the ambient temperature and the temperature of the surface on which it is to be placed is 45'F (7'C) or above. The Engineer shall determine the ambient temperature. There shall be no provision for low temperature compaction allowed by Section 402.16 of the Standard Specifications. ii) No mixture shall be placed on a frozen subgrade. iii) Under no circumstances shall HMA mixtures be placed between December 15 and March 30. iv) If a foundation that is to receive one or more courses of base, intermediate, or surface HMA mixtures is placed and determined to be an approved foundation by the City prior to November 30, placement of HMA courses will be allowed up to December 15, provided that the ambient and foundation surface temperature complies with the requirements of Section 4C(i) of this policy and the paving contractor pay for the services of a full time construction inspector and who shall act as an authorized agent of the Engineer. The Engineer shall select the construction inspector. v) If the ambient and foundation surface temperature complies with the requirements of Section 4C(i) of this policy between April 1 and April 15, HMA course shall be allowed to be placed on an approved foundation provided that the paving contractor pay for the services of a full time construction inspector and who shall act as an authorized agent of the Engineer. The Engineer shall select the construction inspector. vi) The Engineer reserves the right to suspend all paving operations if, in the opinion of the Engineer, that prevailing weather conditions and /or the condition of the Subgrade and /or the Aggregate Base may result in substandard HMA placement, spreading and finishing. 7 1 6 D) Spreading and Finishing i) HMA courses shall be placed upon an approved foundation or other HMA course by means of laydown equipment in accordance with Section 409.03(c) of the Standard Specifications. ii) Segregation or flushing or bleeding of HMA mixtures will not be permitted. Corrective action shall be taken to prevent continuation of these conditions. Segregated or flushed or bleeding HMA mixtures shall be removed if directed. iii) All areas showing an excess or deficiency of binder shall be removed and replaced. iv) All HMA mixtures that become loose and broken, mixed with dirt, or is in any way defective shall be removed and replaced. E) Joints i) Joints shall conform to the requirements of Section 401.15 of the Standard Specifications. F) Compaction i) The HMA mixture shall be compacted with equipment in accordance with Section 409.03(d) of the Standard Specifications immediately after the mixture has been spread and finished. ii) Rollers shall not cause undue displacement, cracking, or shoving. 5) Inspections A) All materials furnished and each part or detail of the work will be subject to inspection per Section 105.10 of the Standard Specifications for the purpose of ascertaining that the work is in substantial conformance with this policy and the approved construction documents. B) The Contractor shall notify the Engineer a minimum of 48 -hours in advance of commencing any work subject to the standards established by this policy. C) The Contractor shall schedule proofrolls with the Engineer a minimum of 48 -hours in advance of such proofrolls. D) Sampling and testing of materials, equipment or construction work may be required at the expense of the Contractor at the discretion of the Engineer for the purpose of ascertaining that the work is in substantial conformance with this policy and the approved construction documents. Sampling and testing shall conform to the requirements of the sections of the Standard Specifications applicable to the portion of the work suspected to be non - compliant or as directed by the Engineer. E) Where the Engineer determines that is necessary to confirm compliance with standards of quality or thickness, pavements shall be cored and tested at the expense of the Contractor. The average thicknesses of all courses must equal or exceed the minimum prescribed by the approved construction documents, and no single core shall show a deficiency greater than one half inch (1/2 ") in any course or total thickness from the pavement section indicated on the approved construction documents. F) Such inspections shall not be construed to relieve the developers' engineers or contractors in any way from their obligations and responsibilities under their contracts. Specifically, inspection by the Engineer, or by retained engineers or testing agencies, shall not require them to assume responsibilities for the approved construction documents, for any misinterpretation of the approved construction documents by the contractors during construction, or for the means and methods of construction, nor for safety on the job site. G) Work identified to not meet the requirements of this policy or the approved construction documents, unacceptable work, whether the result of poor workmanship, use of defective materials, damage through carelessness, or any other cause found to exist prior to the final acceptance of the work, shall be removed immediately and replaced in an acceptable manner at the Contractor's expense. H) If the Contractor fails to comply forthwith with any order made under the provisions of this subsection, the Engineer will have authority to cause unacceptable work to be remedied or removed and replaced; to cause unauthorized work to be removed; and to deduct the costs from any monies due or to become due. 1) Work done contrary to instructions provided by the Engineer shall be considered unacceptable and subject to immediate removal and replacement in accordance with the instructions provided by the Engineer. 6) Acceptance A) Before acceptance of any phase of construction, the Engineer shall determine if the improvements are in substantial compliance with this policy (except for any variances granted) and the approved construction documents. B) The Engineer may, at his sole discretion, accept work that is not in conformance with this policy provided that the work is bonded for a period greater than three years. The Engineer shall establish the extended bonding requirement. Diagram 1: Bicycle Rack TVDe A• Mounting Surface Section B -B Section A -A Diagram 2: Bicycle Parking location , and si n :. T" :. "' I 36" :. J� J - 24' 30" Min. (TYp•) 72" 60 72" * . , In ........... L��= .. '.* 7= ** ** . . " . 30" *1 , 0;::�= . -,;.j .... ==C��== : L_:�--ci-7if .. V. .. 24' (Mina 114" 24" 8 1 7 BICYCLE PARKING DETAIL (M) 1"-HMA #11 SURFACE 2" -HMA #8 BINDER 5 " - #53 STONE BASE L.UMr -hU,E_U �R1M,4UL.M1X SUBGRADE , P14 '.1 PAVERBiry N7 SECTION (NO SCALE) 5 I 4 I 3 2 1 - .- __ - - __ __ ___ ,010.11..I _­_­-__ A,. .996_ 01I - I - - I . - - A2 -) r r .0011MMIIIIII, `J I-. q_ I 01 - _, ­- e- - -, i t mp6r-sala (35-) __ /M- - " - tm. - - ir� Im ns t: - - 1k I - PI -1 V C-Z 0 rfee De - GU 6z- � �_E_] wb.a ,11L �;f (a) kZ10 K�;Pf \�� 0 - __ - - - - 0 _____ - ` , r_��____.01 - -DD __ - - I 1.) - , !ML-1- - 111111 T _,=_ r_- - ;:;; - - --- ___7 4_1_1,X, __ __ ­ - . I - - - __ _;- __ - - .__ _� -T--- - -.0-III __ - - - - )) ro I __ __ - - - I - - - ­ 6, I . - - - - - . I--_-_ P - (--:----- n M 9------ - i - T - 'I- I ___1 - I - - - 1 %71Z 6 I - . - - - OF - - ., ': e:_ - - __'_ --?;, - - __ - - - ____ _`\ - ___ I __ ___ .. - _. __ .- N ::- - Gp T( - NVk..I , - 19--i-n-t'-_W0 - __ _­_ i �i Tap Soil IT `L/ Sicpe �ffL Compacted fSockfill -•- to NOTES: FACES MAY BE PATTERED TO FACILITATE SLIP FORMING. CURE ALL EXPOSED SURFACES. DAMPEN SUBGRADE 6EFORE PLACING CONCRETE. Scale: 1 if = 1'_0. Crn' OF0 CARMEL. STANDARDS __ ____ __ � ____ - - COMBINED CONCRETE CURB & GUTTER (TYPE III) REVISED FIGURE • . 10 -12 __M""_ - - Ford PIPE UNDERDRAIN (Typical Installations) MOTE: PIPE SHALL CONFORM TO REQUIREMENTS OF SECTION 906.17 OF STANDARD SPECIFICATIONS. INSTALLATION REQUIRED: BOTH SIDES of PAVEMENT WHERE REQUIRED BY THE ENGINEER. Scale: 1' _ 1' -T C ffY .C» CARMEN.. STANDARDS __ - __ SUBSURFACE DRAIN REVISED FIGURE 11 ��� - ,�������� I . � rrrrr 'Ce v 50' EGRESS /INGRESS EASEMENT I- � ; T 10 I 4 • ,. , . U) " Low Pant 0. /� 20' 30' 13 w Li Compacted Subgrade 17' 17' - 7 , 1 /�:. _ . < . . . 9 12' 2' 12' 10' 5' S' 2' - � - ROFILE GRADE LEVEL LINE " PARKING r--- AM A . /_,_7 P,01�N 1 4 FT. ____� __ I. 24" Minimum ONC. WALK CONC. CHAIRBACK CURB C CURE ALL EXPOSED SURFACES. 2' MIN. 1 I 11 III I I I' 111-111-111 III III I 11= 2' MIN. MIN 6" SUBSURFACE PROiPOSED ASPHALT (SEE PAVEMENT SEC770) MIN 6" DRAIN IN TRENCH W/ MIN. RIGID SUBSURFACE A GGREGA TE PA VEMEN T 6 " DRAIN IN PREPARED SUBGRADE PLAIN CONCRETE TRENCH W/ A GGREGA TE NOTE: PIPE UNDERDRAIN TO CONFORM TO REQUIREMENTS OF SECTION 9Q6.17 OF STflr'DARD SPECIFICATIONS. *ALL PAVING IS TO BE COMPLETED IN ONE PAVING SEASON TI[P ICAI.a SWrHON, (NO SCALE) 8 1 7 BICYCLE PARKING DETAIL (M) 1"-HMA #11 SURFACE 2" -HMA #8 BINDER 5 " - #53 STONE BASE L.UMr -hU,E_U �R1M,4UL.M1X SUBGRADE , P14 '.1 PAVERBiry N7 SECTION (NO SCALE) 5 I 4 I 3 2 1 - .- __ - - __ __ ___ ,010.11..I _­_­-__ A,. .996_ 01I - I - - I . - - A2 -) r r .0011MMIIIIII, `J I-. q_ I 01 - _, ­- e- - -, i t mp6r-sala (35-) __ /M- - " - tm. - - ir� Im ns t: - - 1k I - PI -1 V C-Z 0 rfee De - GU 6z- � �_E_] wb.a ,11L �;f (a) kZ10 K�;Pf \�� 0 - __ - - - - 0 _____ - ` , r_��____.01 - -DD __ - - I 1.) - , !ML-1- - 111111 T _,=_ r_- - ;:;; - - --- ___7 4_1_1,X, __ __ ­ - . I - - - __ _;- __ - - .__ _� -T--- - -.0-III __ - - - - )) ro I __ __ - - - I - - - ­ 6, I . - - - - - . I--_-_ P - (--:----- n M 9------ - i - T - 'I- I ___1 - I - - - 1 %71Z 6 I - . - - - OF - - ., ': e:_ - - __'_ --?;, - - __ - - - ____ _`\ - ___ I __ ___ .. - _. __ .- N ::- - Gp T( - NVk..I , - 19--i-n-t'-_W0 - __ _­_ i �i Tap Soil IT `L/ Sicpe �ffL Compacted fSockfill -•- to NOTES: FACES MAY BE PATTERED TO FACILITATE SLIP FORMING. CURE ALL EXPOSED SURFACES. DAMPEN SUBGRADE 6EFORE PLACING CONCRETE. Scale: 1 if = 1'_0. Crn' OF0 CARMEL. STANDARDS __ ____ __ � ____ - - COMBINED CONCRETE CURB & GUTTER (TYPE III) REVISED FIGURE • . 10 -12 __M""_ - - Ford PIPE UNDERDRAIN (Typical Installations) MOTE: PIPE SHALL CONFORM TO REQUIREMENTS OF SECTION 906.17 OF STANDARD SPECIFICATIONS. INSTALLATION REQUIRED: BOTH SIDES of PAVEMENT WHERE REQUIRED BY THE ENGINEER. Scale: 1' _ 1' -T C ffY .C» CARMEN.. STANDARDS __ - __ SUBSURFACE DRAIN REVISED FIGURE 11 ��� - ,�������� I . � rrrrr 'Ce v S Top Soil . � ; T 10 I 4 • ,. , . Compacted �'`�� "A" " Low Pant 0. /� '7 '. t'tif ` ti C i 7 COmpCC1Cd ��jj� . �q a Backfill Closs A Concrete Compacted Subgrade `// / //: �� 0 24' 7 , 1 /�:. _ . < . . . 9 In I I �• r ,• / / �, Spacing Between / I I v X11 1 COMBINED CONCRETE CURB &GUTTER (TYPE II} . REVISED •`'1 Compacted Subgrade 'I FIGURE. dr Aggregate Bose Transverse Joints 24" Minimum NOTES: INTEGRAL CURB WITH CONCRETE PAVEMENT SHALL BE SIMILAR SHAPE. C CURE ALL EXPOSED SURFACES. Shall Hot Exceed ' . DAMPEN SUBGRADE BEFORE PLACING CONCRETE. - . Scale: 1;�`= 1,_o0 ►- - - - ____ - __ - __ - __ . -I-- CITE OF aRMEi S-rAt�D�R�s 1.25. Times Width CONCRE y E ROLL CURB & GUTTER Z REVISED . FIGURE 10 -10 Property one _r Back O( Curb 5 R -0° Min, 1'-0" Grad awyn Slope %�%!�. 'l .... a Sidewalk - . ' ` . 4" To colt ... ' ' . . Backfill ' Prepored Subgrcde TYPICAL SIDEWALK SECTION . NOT TO SCALE * THE SPADE BEl•I'tND THE CURB SHALL 8E FILLED WITH SUITABLE MATERIAL TO THE REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TQ EXCEED 6' IN DEPTH. SUBGRADE OR FEE UNDER ALL CURBS, SIDEWALKS, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS. ' STORM SEF�ERS UNDER PAVEMENT, SIDEWALK, PAVED AREAS AND WITHIN RIGHT -OF -WAY BEDDING AND HAUNCHING Bedding and haunching for all reinforced concrete pipe installations shall be #8 stone meeting the material requirements of the INDOT. The material shall be approved by the City of Carmel Department of Engineering at time of installation. Bedding shall be placed in the trench bottom such that after the pipe is installed to grade and line, there remains a 4 -inch minimum depth of material below the pipe barrel and a minimum of 3- inches below the bell. For pipe sizes 66- inches and larger, the minimum depth of material below the pipe barrel shall be 6- inches. Bedding shall be placed to be uniform as possible, but shall be loosely placed uncompacted material under the middle third of the pipe prior to placement of the pipe. If the underlying soils of the trench bottom are soft or yielding, the soil shall be undercut to such a depth that when repaired with #2 stone it will produce a uniform and stable foundation along the entire length of the pipe. Haunching shall be compacted in 8 -inch maximum lifts to not less than 90% Standard Proctor Density for the entire depth of the material placed. The backfill shall be brought up evenly on both sides of the pipe for the full length of the pipe. Haunching shall extend to the springline of the pipe. Minimum trench width shall be the outside diameter of the pipe plus 18- inches. FINAL BACKFILL Final backfill for all reinforced concrete pipe installations under and within 5 -feet of pavement or sidewalk or other paved areas and for all installations within City right -of -way shall be B- Borrow for Structure Backfill meeting the material requirements of the INDOT. The material shall be approved by the City of Carmel Department of Engineering at time of installation. Final backfill shall be compacted in 6 -inch minimum lifts to not less than 95% Standard Proctor Density, for the entire depth of the material placed. The backfill for the top 6- inches of the excavation below the start of the aggregate sub -base of the pavement shall be No. 53 Stone meeting the material requirements of the INDOT and shall be compacted to not less than 95% Standard Proctor Density. Final Backfill for all reinforced concrete pipe installations greater than 5 -feet from pavement, sidewalk, other paved areas of the limit of City right-of-way shall be clean fill material free of rocks larger than 6- inches in diameter, frozen lumps of soil, wood or other extraneous material, compacted in 12 -inch maximum lifts to not less than 90% Standard Proctor Density for the entire depth of the excavation. The final 6- inches of the excavation shall consist of topsoil. 5 1 4 Tooled Or Sawed Joints 4 Thickness - f •t ' {' •� •i ... ' , . ' ' rt • • I- , .. ,,. t . � , Class 9 Concrete . �• ". v. ti . ... •, *�. I t 47 Minim im Sidew lk Built With Driveways Shoff Have Minimum Thickness Or )&, Or Thickness Of Driyeway Which Ever Is Greater. CONCRETE SIDEWALK NOT TO SCALE r CITY OF CARMEL STANDARDS SIDEWALK DETAILS REVISED • FIGURE 10--14 f . 2 4' . S~ 1 am . S C � ; T 10 I 4 = C Compacted �'`�� "A" C 2 '7 -aj Compacted Subgrade � Q . 24' NOTES., FACES MAY BE . *PAiTtERED TO FACILITATE SLIP FORMING, In „ 0 Spacing Between Cn C-17 COMBINED CONCRETE CURB &GUTTER (TYPE II} . REVISED FIGURE. mi Transverse Joints C a Shall Hot Exceed o c ►- I-- 1.25. Times Width � = t_ STORM SEF�ERS UNDER PAVEMENT, SIDEWALK, PAVED AREAS AND WITHIN RIGHT -OF -WAY BEDDING AND HAUNCHING Bedding and haunching for all reinforced concrete pipe installations shall be #8 stone meeting the material requirements of the INDOT. The material shall be approved by the City of Carmel Department of Engineering at time of installation. Bedding shall be placed in the trench bottom such that after the pipe is installed to grade and line, there remains a 4 -inch minimum depth of material below the pipe barrel and a minimum of 3- inches below the bell. For pipe sizes 66- inches and larger, the minimum depth of material below the pipe barrel shall be 6- inches. Bedding shall be placed to be uniform as possible, but shall be loosely placed uncompacted material under the middle third of the pipe prior to placement of the pipe. If the underlying soils of the trench bottom are soft or yielding, the soil shall be undercut to such a depth that when repaired with #2 stone it will produce a uniform and stable foundation along the entire length of the pipe. Haunching shall be compacted in 8 -inch maximum lifts to not less than 90% Standard Proctor Density for the entire depth of the material placed. The backfill shall be brought up evenly on both sides of the pipe for the full length of the pipe. Haunching shall extend to the springline of the pipe. Minimum trench width shall be the outside diameter of the pipe plus 18- inches. FINAL BACKFILL Final backfill for all reinforced concrete pipe installations under and within 5 -feet of pavement or sidewalk or other paved areas and for all installations within City right -of -way shall be B- Borrow for Structure Backfill meeting the material requirements of the INDOT. The material shall be approved by the City of Carmel Department of Engineering at time of installation. Final backfill shall be compacted in 6 -inch minimum lifts to not less than 95% Standard Proctor Density, for the entire depth of the material placed. The backfill for the top 6- inches of the excavation below the start of the aggregate sub -base of the pavement shall be No. 53 Stone meeting the material requirements of the INDOT and shall be compacted to not less than 95% Standard Proctor Density. Final Backfill for all reinforced concrete pipe installations greater than 5 -feet from pavement, sidewalk, other paved areas of the limit of City right-of-way shall be clean fill material free of rocks larger than 6- inches in diameter, frozen lumps of soil, wood or other extraneous material, compacted in 12 -inch maximum lifts to not less than 90% Standard Proctor Density for the entire depth of the excavation. The final 6- inches of the excavation shall consist of topsoil. 5 1 4 Tooled Or Sawed Joints 4 Thickness - f •t ' {' •� •i ... ' , . ' ' rt • • I- , .. ,,. t . � , Class 9 Concrete . �• ". v. ti . ... •, *�. I t 47 Minim im Sidew lk Built With Driveways Shoff Have Minimum Thickness Or )&, Or Thickness Of Driyeway Which Ever Is Greater. CONCRETE SIDEWALK NOT TO SCALE r CITY OF CARMEL STANDARDS SIDEWALK DETAILS REVISED • FIGURE 10--14 f . 2 4' . S~ 1 am . Top Soil i . * ' nT- - ..-?N* � ; T 10 I 4 .. . / N /' .- - �'�1. Compacted �'`�� "A" Eockf►li - ----�' I 9 �. , �Clcss Concrete Q to 11 " Q i , f r Compacted Subgrade . or Aggrego ;e Ease . 24' NOTES., FACES MAY BE . *PAiTtERED TO FACILITATE SLIP FORMING, CURE:► L EXPOSED SURFACES. DAMFE i SUBGRADE BEFORE FLACING CONCRETE. . Scale: 1IT' = 1'--fl" . . - ___ - _ __ - ___ - ___ - - __ ___ 1. IIIIN-m- - - ___ CITE' CARPEL STANDARDS . . COMBINED CONCRETE CURB &GUTTER (TYPE II} . REVISED FIGURE. mi A-i . S dawalk ill ! - I 1II rii 1, i / . . I... C I jRamp I# L . kl it IJIII Iii. . L11 ,1 1 Clcs= A Cana, - -_ -- f Maximum Ramp Slope 1 " /ft. A,J �--pl: ce Isolation Joint At . Back Of Curb U'ne PLAN VIE! Pavement Rata Sidewalk I I in - . 4" I Vcr. Width Of Var. Isolation Joint, Mirt I I . rornp - SeCVion �'A --A" -,� 41 +1 s .... �a1 �__ C Contraction Jo:rst ('Typ.7 Section "B -T I I l I it f . Section *C--C" N• w * v W W * , . .-%. --., - - .y. w W � ..r •`'•�•...�_y_ ^1 ;•,�" :k v:.. ••,lR� TYPE I. CIT`r OF CARMEL STANDARDS - -_ 01- - __ __ __ cuR6 CAMP FOR HANarcAPPE� REVISED FIGURE WATER AND SEWER UNDER PAVEMENT, SIDEWALK, PAVED AREAS AND WITHIN RIGHT -OF -WAY BEDDING, HAUNCHING, INITIAL BACKFILL Bedding, Haunching and initial backfill requirements and compaction for water mains, water service laterals, sanitary mains and sanitary service laterals shall be in accordance 'With the standard practice of the utility that has jurisdiction over the installation. FINAL BACKFILL Final backfill for water mains, water service laterals, sanitary mains and sanitary service laterals under and within 5 -feet of pavement or sidewalk or other paved areas and for all installations within City right -of -way shall be B- Borrow for Structure Backfill meeting the material requirements of the INDOT. The material shall be approved by the City of Carmel Department of Engineering at time of installation. Final backfill shall be compacted in 6 -inch maximum lifts to not less than 95% Standard Proctor Density for the entire depth of the material placed. The backfill for the top 6- inches of the excavation below the start of the aggregate sub -base of the pavement shall be No. 53 Stone meeting the material requirement of the INDOT and shall be compacted to not less than 95% Standard Proctor Density. If the standard practice of the utility that has jurisdiction over the installation has a more stringent backfill requirement, the more stringent requirement shall govern. INIMUM COVER_ FOR PIPE _CROSSINGS_ WITHIN CITY RIGHT -OF -WAY For installation of Storm Mains, dater Mains, Sanitary Mains, dater Service Laterals, Sanitary Service Laterals under City streets, regardless of jurisdiction of the utility, the minimum cover from the top of the installed pavement to the top of the installed pipe shall be the pavement section thickness (all bituminous and aggregate material above the subgrade) plus 1 -0 ", but under no circumstances shall the cover along any part of the pipe from the final pavement elevation to the top of the pipe be less than 2.5 -feet. If the standard practice of the utility that has jurisdiction over the installation has a more stringent cover requirement, the more stringent requirement shall govern. Cover heights for reinforced concrete pipe storm sewer that are less than those required gill be evaluated on a case by case condition and approved only with written permission by the city engineer. 3 1 2 SIDEWALK NOTES: 1.) SIDEWALK BUILT WITH DRIVEWAY SHALL BE MINIMUM THICKNESS OF 6" OR THICKNESS OF DRIVEWAY, WHICHEVER I5 GREATER. 2.) TRANSVERSE JOINTS SHALL BE TOOLED OR SAWED TO A DEPTH OF 1/4 OF THE WALK THICKNESS. 3.) THE SPACING OF THE TRANSVERSE JOINTS IN SIDEWALK NOT TO EXCEED 1.25 11MES THE WIDTH OF THE SIDEWALK. 1.5" -HMA #11 SURFACE 2" -HMA #8 BINDER 3" -HMA #5D BASE 7 " - #53 STONE LUM1`Hl. 1 CJ URMNU�r►r? SUBGRADE (Uf,IDISiURbED SUBGRADE OVER PIPELINES) N711 01% L �� 6I - .��?, .-.� ���� � SECTION- (NO SCALE) N07E• A MlN,I OF J6 INCHES OF UNDISTURBED COVER TO BE MAINTAINED ABOVE PIPELINES AT ALL *ALL A I IS TO BE COMPLETED IN ONE PAVING SEASON - -cam " . `� _ J� - .- --�_ w - _ T i I - © TI tiD oo `4 � O H NO o U No M CIIIIIIIIi W d' V t*4 t*,% 0 6 - r•,1 ri Q M M 00 a 4< IQ s w C ) To M CA V A T1 1.4 R� 1 0 0 04 0 r>4 a :D o 0 Go W 'd' • M 1-4 W H 0 0 A W U4 • 111�4 0 r - 1 T1 � z in O 111n I U VI o U 3 in � � r` 0n ..26 M 0 F, I � W A w (Q Q A W O1 - w� z� z� zW x� 1 D 0 T O 3;: 0 " U2 <4 W EW-� r- a A 0 C> A A U A A E- :4 A 0 W 150 ca M z O L w X s ,%1%\11, to IS H1&(40Z//Z .••' '•a ��`,G�S T • ' , Z : ' ,�*> III No : r 0 MW = 0 • - • - - WAft MW Pi •'. : • �• ' AA '' •• �r••• • 1� L - III 11111111111- JAMES E. SHIELDS, JR. P.E. 10201333 U PI W W �� V) Z a E-I d (/) - -9 QL) U ,2 E--j ;:n F-.Lq 0 0 U -9 � o is Zi w Q-I -6-C -0 U) w 0 . 9 � sJ � C3 I �� f� m � QIW4 �_4 � . E---1 � (/) 9 pwftd �,. F4 92 fo 4 i` O 6 E-I C13 ca 0O "-1 w P01111111MI� W r , M COZ � X O Q4 .1z". a 9:4 ;;s IIIIIII w E-I� ti 04 Qb � U) Q a SHEET NO. PROJECT NO. W07-0134 Q) V c; Of W o I,- 0 Mi I= C (n E p LO JZ � �� rn �a I � J � O I-, a MZ O OU rn O Z N j�-. 0 rl-O OW > o N -0 O O Z U W m Z g O w I- Q O w F- >- OCD� 0a_ 1 - SILT FENCE BOX 0 -- GRAVELBAG CURB INLET PROTECTION - RIP -RAP 15' Drai nage & Utility Ensent W TEMPORARY SEEDING W W N � o w PERMANENT SEEDING rn 1 2 U? Ad I W N C USE STAPLE PATTERN N.A.G. S75 IN SWALE S150 ON LAKE SLOPES C 0 to O O 06 r 0 o 0 z STRAW BALE DAM (SEE DETAIL) F-i -SF- - SILT FENCE • - SWALE 25' Droinoge Unlit EosemeRt Iy 152.50' r^ W � Sg•34� v , 15.9;7, N88.47'00'E ~ o o ESP LO t - - 0 HELEN S8o-00 o .1E �152.33�2' K BN CO t V o URT -� o 143.30' ^ 0 -� 10.26' I...� z 55.o 1 • 20.29• 1 I 1b eV 4 �> 106.04' I N I /N z�(6 LC Li 6 " - #2 STONE 0 �� /�/j� /i� /, FILTER FABRIC CO SMOOTH FOUNDATION LC UNDER FILTER FABRIC 00 (0 CONSTRUCTION ENTRANCE II 00 LC Il II w \ II �ry o 11 0 0 � o0 II °� a a' ^I I rn pq tn a � � L( a LOUIS F. BEEN MANOR SUBDIVISION 10" Rc P. C. 1, SLIDE 749, INSTR. X96 -53473 3y��tp�N ESM� RELUCIO 1 I LEWIS v�R�Pgpo• v INSTR. 2000 -21580 Yi TANNEHILL INSTR. -46 PRICE AN L FEUVRE TRUST aN PRA 6�p L ANITARY MANHOLE II -� IN 00 -8549 0.840.84 INSTR. #2000 -57057 1NS7}�. 000- 6081SC� 0 v'. L 830.69 II ; ° 8 6 5 I V. (W)832.3 �2 a II W 0 40' Detenti n Area, D. & U. E. a DISCHARGE II 01 ASPHALT DRIVE ASPHALTDDRIVEE POINT NORTH LINE D.R.225, P.332 � 51.85' 171.20' 0.75' RECORD OVERLAP II ( 57.63' 69.92' 143.30- - . . . . . . . . . . . . . . . <=O NB SAY Qi�L `''� COM N •AR�i/ BUF '�R • •'�• . . y, 2 •; ( o y. ' 41 41 L .... • x 1 11 ... NOTE: CROSS F IPE tLL OF SILT / • ,�, 3 ( y • �: HOUR II 'Walk I ' 1 cP WETLAND I �' a . � I END OF BOARD FENC OF CHAIN LINK FENCE W. • � I y •� , OF LINE AT THIS PG f II 20 .. w . . ASP LT - �Y , ROA AY Q y . I II > 1 41 4 41 II •W •.y �� •y. �� v I I .. . •• / I .. II.� .. .. "o ... •.y •�� �. ++ •�; OARD FENCE II + . . C3 I mo„ .•. Li WETLAND I'y; • • ' ,� . . . • . . . . . . . • . . .. . . ,v • . D I FI RELTI�K . TURNAROUND - - _ �II ...� .. _ .. . BOARD FENCE COR . z NOTTO j ----�' •-�-�' �' V EST of LIME i �I ! . a of l .. . �„�.. j . ;� • . . .Q ( • . • . WETLAND II • • t i I I 41, 39 II K, I I . . `j'' I . -k %k LQ- ... . . • . • . . . . . . . . . • . . . . . . . . . . . . . . . . C. L. FENCE CORNER I` N 3 / • . y . . �•COMMiON. AREA. . . . . . . EAST of LINE vOc II��,.. •.�•.,�. ................� .I....�...y... ..�.. 'X • �, �J, - y: CHAIN LINK FENCE 6" n4 ,y. ..Y I �. . . . . . . - . . • .G. . . .V . . . . I 0 END OF FENCE IS AF y . I, • �, • �. • • 6' I &E ES ANITARY MANHOLE 6' I& - ' . :0.841.01 I I ; V. . . . Ir L.831.56 :>, f . . . . . . . . . . "7 cm I . .* ... * // . * * 94 .. y '�Y �L PORT 0 -LET .. .. .. L Q ( ( INSTR N .. FUELIN AREA • • • '�. . .' �'. II•LLI DUMPSITE ' • �'��' .'`'- . .......... ....... . x X II III 'O :V- II 8 PAR iNG SPA ES • I BIK ARKIN L11 m 35 xx. II P RO P� DES I y ' END OF EAST RAIL 1 . - - n IS 0. T EAS . OF LINE II ............ . RETE • . . • • • . • • • • . ' . . • ' °' WASHOUT - • D � `%' `+' ' • SPLIT RAIL FENCE _II _ - - v I L -2 1 -�- z ASP ALT W .�, `V i / w y . • aV: : •.� : .�.: . of y III 40, 5� o \k . • . ICON; AREA y . . ,4, . . .a- . . . I o w . . . • . ' • • . . • '� END OF SPLIT RAIL FEM ~iI . vGT . y �... ... 1.. 37 . � SWA •y j 1S 0.4' NEST OF LINE '.v .. ...... v' 14; . . . - - I) 20 X 50 'Walk � .. .. ...... APPROX. EDG of TREES .. '•V (DRIP L E) y y ... II C NS UCTION �.�.•. ' - ' -'.�' �.�' '� W' • . � . �; lI E TRANCE . 41. w ' 3o . . . ,k . • • ' . CLUSTER OF TREES TREE LINE ( O 41. �• CHAIN LINK FENCE II COMMON AREA - - II �'''• TREE AND WETLAND PRESERVATION AREA \ . . J 4, o • NP= 836.52 • ' INSTR y 100 YR= 838.35 ' _ - APPROVAIATE UMITS OF II a y • ....... ... RE LANDS AREA (.j5 AC) . . W , 30.4 • cn -� • . . ,�. . ,� . (AS PAR FLOG LOCATIONS IIASPHAL • ? . . . . . . . . . . 40 ROADWA _' �,. .,�.. ,�,. - ,�, . >,�,. BY G9Ti1fEFcS) I ... ............................iGA f "psW �.. .. aRY MANHOLE II y - 40' WIDE EASEMENT FOP. UTILITIES AND PUBLIC IX PEP, DEED RECORD 244, PAGES 2.24 f .V 2.2 !II TREE UNE ?832.3 •. . . . . . . `i'. `�' Ill ..� - INLET T. C. 837 89EN(VE CASTING 40.0' VEGETATE APPROX. EDGE OF TREES I I � f PJ V.836.5 SWALE �i (DRIP LINE) 0.9' COMMON AREA/ BUFFER /f • _ -- ----- 1.26' RECORD OVERLAP • - •w 493.74(PER PLAT) INV.841.23(12" P);0.7' DISCHARGE Q INLET W BEEHrv'E CASTING CURB INLET � REMAINS OF OLD WOVEN WIRE FENCE POIl�T� T.C. 839.21 T.C. 843.81 12 RCP , �, APPROX. ON UNE INV.836.3 G. 843.18 d, IN V.841.65 :[Z i CURB INLET ' ' T.C. 843.80 G.843.24 g IN V.1 841.6 INV.12°(( 841.55 PHASE IV OF TIMBER CREEK PHASE VIII OF TIMBER C. PHASE II OF TIMBER CREEK HORIZONTAL PROPERTY RE( W' HORIZONTAL PROPERTY REGIME HORIZONTAL PROPERTY REGIME INSTR. 189 -13431 INSTR. jf90 -28715 INSTR. X92 -17409 Contact Person for Erosion Control & Sediment Practices Uptown Partners, LLC. 735 8th St. N. W. Carmel, IN 46032 TELEPHONE: 317-966-2023 FAX: 317-580-9596 CONTACT PERSON: Justin Moffett D 'I -NOTE- THIS PLAN INDICATES EROSION CONTROL MEASURES REQUIRED AFTER SOIL STRIPPING AND PAD BUILDING HAS TAKEN PLACE. COORDINATE WITH DEVELOPER FOR MEASURES REQUIRED UNTIL PROPERTY TURNED OVER FOR DEVELOPMENT. COORDINATE WITH SOIL CONSERVATION DISTRICT REPRESENTATIVE FOR ANY OTHER MEASURES REQUIRED DUE TO SITE CONDITIONS. -WARNING- THIS PLAN TO BE USED FOR EROSION CONTROL PURPOSES ONLY. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED IN THE FIELD BY THE INSPECTOR. 7 TO BE A TEMPORARY ACCESS PATH MAINTENANCE: 1. INSPECT ENTRANCE PAD AND SEDIMENT DISPOSAL AREA WEEKLY AND AFTER EACH STORM EVENT OR HEAVY USE. 2. RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL. 3. TOPDRESS WITH CLEAN STONE AS NEEDED. 4_ IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS BY BRUSHING OR SWEEPING. FLUSHING SHOULD ONLY BE USED IF THE WATER IS CONVEYED INTO A SEDIMENT TRAP OR BASIN. 5. REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY. 5 I 4 BROOKSTON SILTY CLAY LOAM 1. THIS SOIL IS DARK GREYISH BROWN, SILTY IN TEXTURE. 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. 2. BECAUSE OF THESE ENGINEERING LIMITATIONS THIS SITE WILL BE CONSTRUCTED AS FOLLOWS. GUILFORD PATIO HOMES, BEING A MULTI FAMILY DEVELOPMENT WITHIN THE JURISDICTION OF THE CITY OF CARMEL AND HAMILTON COUNTY WILL HAVE TO ABIDE BY THE APPLICABLE ORDINANCE. SPECIAL CONSIDERATIONS WILL HAVE TO BE IMPLEMENTED TO REDUCE FAILURE OF CONSTRUCTION. ALL BUILDINGS WILL BE OF LARGE SLAB TYPE CONSTRUCTION, BASEMENTS SHOULD BE AVOIDED. IN CASES WHERE A HIGH WATER TABLE IS PRESENT SPECIAL FOOTINGS SHALL BE CONSTRUCTED. ALL ROADS WILL HAVE ADEQUATE SUB -BASE, THE BASE MATERIAL WILL BE REPLACED OR STRENGTHENED WITH SUITABLE MATERIAL. ALL SANITARY SEWERS SHALL BE PUBLIC AND THEREFORE NO SEPTIC SYSTEMS SHALL BE ALLOWED. CROSBY SILT LOAM, 0 -3 PERCENT SLOPES - 1. THIS SOIL IS DARK GRAYISH BROWN SILT LOAM ABOUT 8" THICK, SILTY IN TEXTURE AND ON LOCATED ON SLIGHT RISES ON BROAD, UNDULATING TILL PLAINS. IT IS DEEP AND SOMEWHAT 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 FEATURE THAT AFFECT URBAN DEVELOPMENT USES ARE SEASONAL HIGH WATER TABLE, MODERATE SHRINK SWELL POTENTIAL, HIGH POTENTIAL FROST ACTION AND SLOW PERMEABILITY. 2. BECAUSE OF THESE ENGINEERING LIMITATIONS THIS SITE WILL BE CONSTRUCTED AS FOLLOWS. GUILFORD PATIO HOMES, BEING A MULTI FAMILY DEVELOPMENT WITHIN THE JURISDICTION OF THE CITY OF CARMEL AND HAMILTON COUNTY WILL HAVE TO ASIDE BY THE APPLICABLE ORDINANCE. SPECIAL CONSIDERATIONS WILL HAVE TO BE IMPLEMENTED TO REDUCE FAILURE OF CONSTRUCTION. ALL BUILDINGS WILL BE OF LARGE SLAB TYPE CONSTRUCTION. IN CASES WHERE A HIGH WATER TABLE IS PRESENT SPECIAL FOOTINGS SHALL BE CONSTRUCTED. ALL ROADS WILL HAVE ADEQUATE SUB -BASE, THE BASE MATERIAL WILL BE REPLACED OR STRENGTHENED WITH SUITABLE MATERIAL. ALL SANITARY SEWERS SHALL BE PUBLIC AND THEREFORE NO SEPTIC SYSTEMS SHALL BE ALLOWED. MIAMI SILT LOAM, 2 TO 6 PERCENT SLOPES, ERODED 1. THE MAIN SOIL FEATURES THAT ADVERSELY AFFECT ENGINEERING USES OF THIS SOIL ARE MODERATE POTENTIAL FROST ACTION, MODERATELY SLOW PERMEABILITY, MODERATE SHRINK -SWELL POTENTIAL, AND LOW STRENGTH. EROSION IS A HAZARD DURING CONSTRUCTION. THIS SOIL IS SUITABLE FOR BUILDING SITES, BUT SLOPE, CLAYEY TEXTURE, SHRINKING AND SWELLING, AND LOW STRENGTH ARE MODERATE LIMITATIONS THAT NEED TO BE OVERCOME. LOW STRENGTH IS A SEVERE LIMITATION TO THE USE OF THIS SOIL FOR LOCAL ROADS AND STREETS. THE BASE MATERIAL FOR ROADS AND STREETS NEEDS TO BE STRENGTHENED WITH SUITABLE MATERIAL. EROSION CONTROL SEEDING LIMITS EROSION CONTROL SEEDING LIMITS VARIABLE VARIABLE VARIABLE VARIABLE GRADE AS SHOWN - I��__ 3:1 SLOP ON PLANS Ill ICI III ���� II ,IIII�- _ E- �oPE I ,. - ICI ICI III- 3:1 S III III II III ���- ICI DRAINAGE SWALE SECTION (NO SCALE) I6" - #2 STONE ,��!��\� %�j /��\ FILTER FABRIC SMOOTH FOUNDATION UNDER FILTER FABRIC CONSTRUCTION ENTRANCE TO BE A TEMPORARY ACCESS PATH (NO SCALE) MAINTENANCE: 1. INSPECT ENTRANCE PAD AND SEDIMENT DISPOSAL AREA WEEKLY AND AFTER EACH STORM EVENT OR HEAVY USE. 2. RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL. 3. TOPDRESS WITH CLEAN STONE AS NEEDED. 4. IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS BY BRUSHING OR SWEEPING. FLUSHING SHOULD ONLY BE USED IF THE WATER IS CONVEYED INTO A SEDIMENT TRAP OR BASIN. 5. REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY. C•� PROJECT LOCATION 5 SCALE: 1 " =500' LEGEND 3 I 2 RIP-HAP ON FILTER FABRIC 10' � 1 RIP -RAP ON FILTER FABRIC T12" (MIN) SIDE OUTLET EROSION CONTROL (NG SCALE) I' ) ?c ) ?c > > 4 f RUNOFF "�- ti RUNOFF No� GRAVELBAG CURB INLET PROTECTION (FOR INLETS THAT ARE IN LOW POINTS) (NO SCALE) MAINTENANCE: 1. INSPECT WEEKLY AND AFTER EACH STORM EVENT. 2. GRAVEL BAGS ARE HALF FULL WITH ROCK LARGER THAN THE INLET GRATE AND PACKED CLOSE TOGETHER TO ELIMINATE GAPS. 3. IF BAG DETERIORATES OR IS DAMAGED, REBAG OLD BAG WITH CONTENTS INTO A NEW BAG. 4. REMOVE SEDIMENT WHEN HEIGHT REACHES THE TOP OF THE BAG. 5. AFTER DRAINAGE AREA IS STABILIZED, REMOVE BAG AND SEDIMENT, BRINGING DISTURBED AREA TO GRADE AND STABILIZE IT. 12" FILTREXX FILTER SOCK • (WWW.FILTREXX.COM) BERM STAKE (TYP.) 10' MIN. A SECTION LINE 10 MIL. PLASTIC LINING TO EXTEND TO FILTREXX FILTER LATH & FLAGGING PLAN SOCK 0 N ALL SIDES 10 MIL. PLASTIC STAKE (TYP . ) LINING 12" FILTREXX FILTER SOCK 3, I I SECTION �eERM NOTES: 1. WASHOUT LOCATION SHOWN ON EROSION CONTROL PLAN. 2. DRY CONCRETE TO BE REMOVED FROM SITE PERIODICALLY AND DISPOSED OF BY APPROVED METHODS. 3. THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 3OFT. OF THE TEMP. CONCRETE WASHOUT FACILITY. CONCRETE WASHOUT TYPE "BELOW GRADE" NOT TO SCALE 3/8" TREATED PLYWOOD 48 "x24" PAINTED WHITE LETTER 6" HEIGHT 5" LAG REWS WOOD POST 3 "x3 "x8 CONCRETE WASHOUT SIGN NOT TO SCALE C/L SWALE I�1/3 11/3 _I _ I STRAW BALES BURIED 3' I\-3' - #4 REBAR STAKE MAINTENANCE- 1. INSPECT STRAW BALE DAMS WEEKLY AND AFTER EACH STORM EVENT. 2. REMOVE ANY SEDIMENT DEP ❑SITS PROMPTLY TAKING CARE NOT TO UNDERMINE ENTRENCHED BALES. 3. INSPECT WEEKLY FOR DETERIORATI ❑N OR DAMAGE BY CONSTRUCTION ACTIVITIES AND REPAIR IMMEDIATELY. 4, AFTER DRAINAGE AREA HAS BEEN STABILIZED, REMOVE BALES AND SEDIMENT, BRING DISTURBED AREA TO GRADE AND STABILIZE IT. STRAW BALE PLACEMENT ' 1 FOR EROSION CONTROL (NO SCALE) POST 2 "X2" WOOD OR 1.33 LBS /FOOT --�, STEEL 5' MAX. SPACING NONWOVEN FILTER Z FABRIC - SECURE TO z POSTS WITH 2" LATH N M 4 "X4" TRENCH TO BE BACKFILLED AND COMPACTED DOWN - UPSLOPE SLOPE �- ,I1 =1►� 1H�I- .- III- z ' I 1 -111 1 I -III 1 -111= =1 I I I I -1 11= MAINTENANCE: 1. INSPECT WEEKLY AND AFTER EACH STORM EVENT. 2. IF FABRIC IS TORN OR DETERIORATED, REPLACE SECTION IMMEDIATELY. 3. REMOVE SEDIMENT WHEN HEIGHT REACHES 1/3 OF THE HEIGHT OF THE FENCE OR IS CAUSING FABRIC TO BULGE. 4. TAKE CARE NOT TO UNDERMINE THE ENTRENCHED FABRIC. 5. AFTER DRAINAGE AREA IS STABILIZED, REMOVE FENCE AND SEDIMENT, BRING DISTURBED AREA TO GRADE AND STABILIZE IT. SILT FENCE SECTION, (NO SCALE) CONTRACTORS NOTE- EVALUATE MATERIAL VS. PROVIDING NEW AS SHOWN ON LANDSCAPE PLAN. 1"X2" HARDWOOD CROSSBRACING 2 "X2 "X36" HARDWOOD STAKES WITH POINTED END - AT 5' O.C. 1 /2 "X2 "X24" WOOD LATH AT EACH STAKE OVER FABRIC 36" WIDE NONWOVEN CATCH BASIN/ POLYPROPYLENE FABRIC DRAINAGE REFER TO SILT FENCE STRUCTURE SECTION FOR EMBEDMENT DETAIL MAINTENANCE: 1. INSPECT WEEKLY AND AFTER EACH STORM EVENT. 2. IF FABRIC IS TORN OR DETERIORATED, REPLACE SECTION IMMEDIATELY. 3. REMOVE SEDIMENT WHEN HEIGHT REACHES 1/3 OF THE HEIGHT OF THE FENCE OR IS CAUSING FABRIC TO BULGE. 4. TAKE CARE NOT TO UNDERMINE THE ENTRENCHED FABRIC. 5. AFTER DRAINAGE AREA IS STABILIZED, REMOVE FENCE AND SEDIMENT, BRINGING DISTURBED AREA TO GRADE AND STABILIZE IT. SILT FENCE INLET PROTECTION DETAIL (NO SCALE) STABILIZATION PRACTICE: JAN. FEB. MAR, APR. MAY JUNEJULYAUG. SEPT ❑CT. N ❑V, DEC. PERMANENT A SEEDING - DORMANT B B SEEDING TEMPORARY C - - D SEEDING E�---- / / / /I / / / /--� SODDING MULCHING G A = KENTUCKY BLUEGRASS 40 LBS /ACRE; CREEPING RED FESCUE 40 LBS /ACRE; PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL REGRESS 20 LBS /ACRE. B = KENTUCKY BLUEGRASS 60 LDS/ACRE; CREEPING RED FESCUE 60 LBS /ACRE; PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL REGRESS 30 LBS /ACRE. C = SPRING OATS 3 BUSHEL /ACRE. D = WHEAT OR RYE 2 BUSHEL /ACRE. E = ANNUAL REGRESS 40 LBS /ACRE. (1 LB /1000 SQ. FT,) F = SOD G = STRAW MULCH 2 TONS /AIR E. * /I /* IRRIGATION NEEDED DURING JUNE, JULY, AND/OR SEPTEMBER. IRRIGATION NEEDED FOR 2 -TO 3 WEEKS AFTER APPLYING SOD. SEASONAL SOIL PROTECTION CHART- GENERAL STAPLE RECOMMENDATIONS 300 275 250 LLJ LLJ 225 Z 200 = 175 150 J 125 W 100 0 75 U) 50 25 - SILT FENCE BOX 0 -- GRAVELBAG CURB INLET PROTECTION - RIP -RAP TEMPORARY SEEDING W W USE PLANTING CHART C PERMANENT SEEDING V USE PLANTING CHART - EROSION CONTROL BLANKET C USE STAPLE PATTERN N.A.G. S75 IN SWALE S150 ON LAKE SLOPES C - CONSTRUCTION ENTRANCE (12" OF #2 STONE ON FILTER FABRIC) STRAW BALE DAM (SEE DETAIL) F-i -SF- - SILT FENCE • - SWALE 3 I 2 RIP-HAP ON FILTER FABRIC 10' � 1 RIP -RAP ON FILTER FABRIC T12" (MIN) SIDE OUTLET EROSION CONTROL (NG SCALE) I' ) ?c ) ?c > > 4 f RUNOFF "�- ti RUNOFF No� GRAVELBAG CURB INLET PROTECTION (FOR INLETS THAT ARE IN LOW POINTS) (NO SCALE) MAINTENANCE: 1. INSPECT WEEKLY AND AFTER EACH STORM EVENT. 2. GRAVEL BAGS ARE HALF FULL WITH ROCK LARGER THAN THE INLET GRATE AND PACKED CLOSE TOGETHER TO ELIMINATE GAPS. 3. IF BAG DETERIORATES OR IS DAMAGED, REBAG OLD BAG WITH CONTENTS INTO A NEW BAG. 4. REMOVE SEDIMENT WHEN HEIGHT REACHES THE TOP OF THE BAG. 5. AFTER DRAINAGE AREA IS STABILIZED, REMOVE BAG AND SEDIMENT, BRINGING DISTURBED AREA TO GRADE AND STABILIZE IT. 12" FILTREXX FILTER SOCK • (WWW.FILTREXX.COM) BERM STAKE (TYP.) 10' MIN. A SECTION LINE 10 MIL. PLASTIC LINING TO EXTEND TO FILTREXX FILTER LATH & FLAGGING PLAN SOCK 0 N ALL SIDES 10 MIL. PLASTIC STAKE (TYP . ) LINING 12" FILTREXX FILTER SOCK 3, I I SECTION �eERM NOTES: 1. WASHOUT LOCATION SHOWN ON EROSION CONTROL PLAN. 2. DRY CONCRETE TO BE REMOVED FROM SITE PERIODICALLY AND DISPOSED OF BY APPROVED METHODS. 3. THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 3OFT. OF THE TEMP. CONCRETE WASHOUT FACILITY. CONCRETE WASHOUT TYPE "BELOW GRADE" NOT TO SCALE 3/8" TREATED PLYWOOD 48 "x24" PAINTED WHITE LETTER 6" HEIGHT 5" LAG REWS WOOD POST 3 "x3 "x8 CONCRETE WASHOUT SIGN NOT TO SCALE C/L SWALE I�1/3 11/3 _I _ I STRAW BALES BURIED 3' I\-3' - #4 REBAR STAKE MAINTENANCE- 1. INSPECT STRAW BALE DAMS WEEKLY AND AFTER EACH STORM EVENT. 2. REMOVE ANY SEDIMENT DEP ❑SITS PROMPTLY TAKING CARE NOT TO UNDERMINE ENTRENCHED BALES. 3. INSPECT WEEKLY FOR DETERIORATI ❑N OR DAMAGE BY CONSTRUCTION ACTIVITIES AND REPAIR IMMEDIATELY. 4, AFTER DRAINAGE AREA HAS BEEN STABILIZED, REMOVE BALES AND SEDIMENT, BRING DISTURBED AREA TO GRADE AND STABILIZE IT. STRAW BALE PLACEMENT ' 1 FOR EROSION CONTROL (NO SCALE) POST 2 "X2" WOOD OR 1.33 LBS /FOOT --�, STEEL 5' MAX. SPACING NONWOVEN FILTER Z FABRIC - SECURE TO z POSTS WITH 2" LATH N M 4 "X4" TRENCH TO BE BACKFILLED AND COMPACTED DOWN - UPSLOPE SLOPE �- ,I1 =1►� 1H�I- .- III- z ' I 1 -111 1 I -III 1 -111= =1 I I I I -1 11= MAINTENANCE: 1. INSPECT WEEKLY AND AFTER EACH STORM EVENT. 2. IF FABRIC IS TORN OR DETERIORATED, REPLACE SECTION IMMEDIATELY. 3. REMOVE SEDIMENT WHEN HEIGHT REACHES 1/3 OF THE HEIGHT OF THE FENCE OR IS CAUSING FABRIC TO BULGE. 4. TAKE CARE NOT TO UNDERMINE THE ENTRENCHED FABRIC. 5. AFTER DRAINAGE AREA IS STABILIZED, REMOVE FENCE AND SEDIMENT, BRING DISTURBED AREA TO GRADE AND STABILIZE IT. SILT FENCE SECTION, (NO SCALE) CONTRACTORS NOTE- EVALUATE MATERIAL VS. PROVIDING NEW AS SHOWN ON LANDSCAPE PLAN. 1"X2" HARDWOOD CROSSBRACING 2 "X2 "X36" HARDWOOD STAKES WITH POINTED END - AT 5' O.C. 1 /2 "X2 "X24" WOOD LATH AT EACH STAKE OVER FABRIC 36" WIDE NONWOVEN CATCH BASIN/ POLYPROPYLENE FABRIC DRAINAGE REFER TO SILT FENCE STRUCTURE SECTION FOR EMBEDMENT DETAIL MAINTENANCE: 1. INSPECT WEEKLY AND AFTER EACH STORM EVENT. 2. IF FABRIC IS TORN OR DETERIORATED, REPLACE SECTION IMMEDIATELY. 3. REMOVE SEDIMENT WHEN HEIGHT REACHES 1/3 OF THE HEIGHT OF THE FENCE OR IS CAUSING FABRIC TO BULGE. 4. TAKE CARE NOT TO UNDERMINE THE ENTRENCHED FABRIC. 5. AFTER DRAINAGE AREA IS STABILIZED, REMOVE FENCE AND SEDIMENT, BRINGING DISTURBED AREA TO GRADE AND STABILIZE IT. SILT FENCE INLET PROTECTION DETAIL (NO SCALE) STABILIZATION PRACTICE: JAN. FEB. MAR, APR. MAY JUNEJULYAUG. SEPT ❑CT. N ❑V, DEC. PERMANENT A SEEDING - DORMANT B B SEEDING TEMPORARY C - - D SEEDING E�---- / / / /I / / / /--� SODDING MULCHING G A = KENTUCKY BLUEGRASS 40 LBS /ACRE; CREEPING RED FESCUE 40 LBS /ACRE; PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL REGRESS 20 LBS /ACRE. B = KENTUCKY BLUEGRASS 60 LDS/ACRE; CREEPING RED FESCUE 60 LBS /ACRE; PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL REGRESS 30 LBS /ACRE. C = SPRING OATS 3 BUSHEL /ACRE. D = WHEAT OR RYE 2 BUSHEL /ACRE. E = ANNUAL REGRESS 40 LBS /ACRE. (1 LB /1000 SQ. FT,) F = SOD G = STRAW MULCH 2 TONS /AIR E. * /I /* IRRIGATION NEEDED DURING JUNE, JULY, AND/OR SEPTEMBER. IRRIGATION NEEDED FOR 2 -TO 3 WEEKS AFTER APPLYING SOD. SEASONAL SOIL PROTECTION CHART- GENERAL STAPLE RECOMMENDATIONS 300 275 250 LLJ LLJ 225 Z 200 = 175 150 J 125 W 100 0 75 U) 50 25 3' 6' 3' A x 2. 4 4' X 1 STAPLE PER SO. YD. 4:1 3:1 2:1 1:1 CHANNEL 3• LINING I A SLOPE GRADIENT 4` x x 3' C ADDITIONAL STAPLES AS REQUIRED 6• X X 1.5' 3' 1.5' x 2 STAPLE PER SQ. YD. X s� x ® B X X CHANNEL LININGS UTILIZE STAPLE PATTERN 1 1/2 STAPLE PER SQ. YD. "C" WITH ADDITIONAL STAPLES ON SIDE SLOPES. NOTES: STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN GREEN EROSION CONTROL BLANKETS. STAPLE PATTERNS MAY VARY DEPENDING UPON SOIL TYPE AND AVERAGE ANNUAL RAINFALL. AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE DRAINAGE OVER LARGE AREAS IS DIRECTED ONTO THE BLANKETS, STAPLE PATTERN "CA SHOULD BE UTILIZED. CHANNEL LININGS REQUIRED A 2.0' MINIMUM OVERLAP AT LONGITUDINAL JOINTS. SIDESLOPES SHALL REQUIRE A 6" MINIMUM OVERLAP. WHERE OVERLAPS OCCUR, THE UPSTREAM BLANKET SHALL OVERLAP THE DOWNSTREAM. IF OTHER THAN NORTH AMERICAN GREEN EROSION CONTROL BLANKETS ARE INSTALLED FOLLOW THE INSTALLATION DIRECTIONS RECOMMENDED BY THAT PRODUCTS COMPANY. EROSION CONTROL BLANKET STAPLE PATTERN LAND DESCRIPTION- RECORD LEGAL DESCRIPTION (recited from Deed Record 225, page 332) Part of the east half of the southwest quarter of Section 25, Township 18 North, Range 3 East, being more particularly described as follows: Beginning at the southwest corner of said tract and running east 30 rods; thence north 534 5/6 feet; thence west 30 rods; thence south 534 5/6 feet to the place of beginning, containing 6.059 acres, more or less. 4 3 2 (NO SCALE) Nov) q�t' U �o�o W \G M N d` qqT to H 00 00 d; x t*% t10%0 o U M M �00 � aJ x W W � w a U O W� T1 T1 H A }--� a V1 04 �O �> W .;4 a> �V o v1 00 ^ A rw� Z r W T1 M o� w U� - CH O V a z - O 1�! O ~ � H ° U �C� z ? � o � � Aa o E- I QN Q4 �Q Qw rn W� ZCO Z� zw x� I 0 CD O W 6 3: Lo CD W x d m pa m 0 rn E- Q w W W In cf) *___4 U z° C4 tr Lij z CL O ° � w \\\\���� 111 I I I l Ill///// 777// �, SHIES %% <c..••GXS T- E ••- s Q. ;. • 41 '-.)"E 10201333. 0. Ile J* STATE OF 00 0* 0 Ns fUNAL ��7// / l► l r l l I 1 111 � ����\\ JAMES E. SHIELDS, JR. P.E. 10201333 C z B C 1-4 V W C B C A F-i B B 3' 6' 3' A x 2. 4 4' X 1 STAPLE PER SO. YD. 4:1 3:1 2:1 1:1 CHANNEL 3• LINING I A SLOPE GRADIENT 4` x x 3' C ADDITIONAL STAPLES AS REQUIRED 6• X X 1.5' 3' 1.5' x 2 STAPLE PER SQ. YD. X s� x ® B X X CHANNEL LININGS UTILIZE STAPLE PATTERN 1 1/2 STAPLE PER SQ. YD. "C" WITH ADDITIONAL STAPLES ON SIDE SLOPES. NOTES: STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN GREEN EROSION CONTROL BLANKETS. STAPLE PATTERNS MAY VARY DEPENDING UPON SOIL TYPE AND AVERAGE ANNUAL RAINFALL. AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE DRAINAGE OVER LARGE AREAS IS DIRECTED ONTO THE BLANKETS, STAPLE PATTERN "CA SHOULD BE UTILIZED. CHANNEL LININGS REQUIRED A 2.0' MINIMUM OVERLAP AT LONGITUDINAL JOINTS. SIDESLOPES SHALL REQUIRE A 6" MINIMUM OVERLAP. WHERE OVERLAPS OCCUR, THE UPSTREAM BLANKET SHALL OVERLAP THE DOWNSTREAM. IF OTHER THAN NORTH AMERICAN GREEN EROSION CONTROL BLANKETS ARE INSTALLED FOLLOW THE INSTALLATION DIRECTIONS RECOMMENDED BY THAT PRODUCTS COMPANY. EROSION CONTROL BLANKET STAPLE PATTERN LAND DESCRIPTION- RECORD LEGAL DESCRIPTION (recited from Deed Record 225, page 332) Part of the east half of the southwest quarter of Section 25, Township 18 North, Range 3 East, being more particularly described as follows: Beginning at the southwest corner of said tract and running east 30 rods; thence north 534 5/6 feet; thence west 30 rods; thence south 534 5/6 feet to the place of beginning, containing 6.059 acres, more or less. 4 3 2 (NO SCALE) Nov) q�t' U �o�o W \G M N d` qqT to H 00 00 d; x t*% t10%0 o U M M �00 � aJ x W W � w a U O W� T1 T1 H A }--� a V1 04 �O �> W .;4 a> �V o v1 00 ^ A rw� Z r W T1 M o� w U� - CH O V a z - O 1�! O ~ � H ° U �C� z ? � o � � Aa o E- I QN Q4 �Q Qw rn W� ZCO Z� zw x� I 0 CD O W 6 3: Lo CD W x d m pa m 0 rn E- Q w W W In cf) *___4 U z° C4 tr Lij z CL O ° � w \\\\���� 111 I I I l Ill///// 777// �, SHIES %% <c..••GXS T- E ••- s Q. ;. • 41 '-.)"E 10201333. 0. Ile J* STATE OF 00 0* 0 Ns fUNAL ��7// / l► l r l l I 1 111 � ����\\ JAMES E. SHIELDS, JR. P.E. 10201333 SHEET NO PROJECT N0. W07 -0134 z 1-4 V W F-i W r^ W � v , Q) ~ 0 V o o ^ 0 -� I...� z C-4 0 M r' Q4 -N 0 '�E-� w Q0 921 C14 > •.4 = U 4. •� Q � 000 w ate, W E--1 *-a iti Cam, V i Q 0 SHEET NO PROJECT N0. W07 -0134 0 Li 0 0 Q m D Cn N p o &; Qa- C 0 Z r. 0 10 o v am CD Z N 3:0 �_ iU5 -n o° E O C: Ow Q)�0 N > iN z _0 .. -i-! C) ?0 M 0 o� \� oQ_ Qo J_] 0n 10 1 9 Rule 6.1. Spills: Reportina, Containment and Response IA 2-6.1-1 Applic a it ity Authority: IC 13- 14 -8 -7 Affected: IC 13 -11 -2; IC 13 -18 -1; IC 13 -18 -3; IC 13 -18 -8; IC 13 -18 -17 Sec. 1. This rule applies to the reporting and containment of, and the response to those spills of hazardous substances, extremely hazardous substances, petroleum, and objectionable substances that are of a quantity, type, duration and in a location as to damage the waters of the state. Nothing in this rule is intended to affect reporting or clean —up requirements set forth by other -C federal, state, or local laws. (Water Pollution Control Board; 327 IAC 2- 6.1 -1; filed Feb 25, 1997, 1: 00 p.m.: 20 IR 1731; readopted filed Jan 10, 2001, 3:23 p.m.: 24 IR 1518) 327 IAC 2 -6.1 -2 Special areas Authorit : IC 13- 14 -8 -7 Affected: IC 13 -11 -2; IC 13 -18 -1; IC 13 -18 -3; IC 13 -18 -8; IC 13 -18 -17 Sec. 2. Certain areas of the state are recognized as having unique geology. A large section of the mid— southern part of the state is a korst region. Portions of Saint Joseph, Elkhart, Kosciusko, and LaGrange Counties contain a sole source aquifer as referenced in 42 U.S.C. 300h -3(e). The waters of the state are particularly vulnerable to damage from spills in these areas, and care should be exercised when evaluating damage from spills. Information about these areas can be obtained by calling the office of environmental response, emergency response branch. (Water Pollution Control Board; 327 IAC 2- 16.1 -2; filed Feb 25, 1997, 1:00 p.m.: 20 IR 1731; readopted filed Jan 10, 2001, 3:23 p.m.: 24 IR 1518) 327 JAC 2 -6.1 -3 EnJusions Authorit IC 13- 14 -8 -7 Affected: IC 13 -11 -2; IC 13 -18 -1; IC 13 -18 -3; IC 13 -18 -8; IC 13 -18 -17 Sec. 3. Notwithstanding any other section of this rule, the reporting requirement of this rule does not apply to the following . occurrences: (1) Discharges or exceedances that are under the jurisdiction of an applicable permit when the substance in question is covered by the permit and death or acute injury or illness to animals or humans does not occur. 0) 2 Lawful application of materials, including, but not limited to: A commercial or natural fertilizers and pesticides on or to land or water; or B dust suppression materials. 3 The application of petroleum necessary for construction that does not .damage waters of the state. 4 Spills of less than one (1) pound or one (1) pint. 5 Spills of integral operating fluids, in the use of motor vehicles or other equipment, the total vo ume of which is less than or equal to fifty —five (55) gallons and which do not damage waters of the state. 6 Oil sheens produced as a result of the normal operation of properly functioning watercraft. 7 A release of a substance integral to a spill response activity that has been approved and authorized by a state or federal onscene coordinator. Water Pollution Control Board; 327 IAC 2- 6.1 -3; filed Feb 25, 1997, 1:00 p.m.: 20 IR 1731; errata fled Mar 7, 19973, 2:25 p.m.: 20 IR 1738; readopted filed Jan 10, 2001, 3: 23 p.m.: 24 IR 1518) 327 IAC 2 -6.1 -4 Definitions Authorit : IC 13- 14 -8 -7 Affected: IC 13 -11 -2; IC 13 -18 -1; IC 13 -18 -3; IC 13 -18 -8; IC 13- 18 -17; IC 14- 8 -2 -7; IC 14- 25 -7 -13; IC 14- 25 -7 -15 Sec. 4. In addition to the definitions contained in IC 13- 11- 2- 17(d), IC 13- 11- 2- 35(a), IC 13- 11 -2 -51, IC 13-11-2-158), IC 13 -11 -2 -160, IC 13- 11 -2 -26 , IC 13 -11 -2 -265, and in 327 IAC 1, the following definitions apply throughout this rule: 1 ';,Animal" means all mammals, birds, reptiles, amphibians, fish, crustaceans, and mollusks. 2 Aquatic life means those plants and macroinvertebrates that are dependent upon an aquatic environment. I+-- (3 "Contain" means to take such immediate action as necessary to dam, block, restrain, or of erwise act to most effectively prevent a spill from entering waters of the state or minimize damage to the waters of the state from a spill. (4) "Damage" means the actual or imminent alteration of the waters of the state so as to render the waters harmful, detrimental, or in jurious to: A ) public health, safety, or welfare; B domestic, commercial, industrial, agricultural, or recreational uses; or C animals or aquatic life. 5 "Downstream water user" means: A a community public water supply, as identified by the department of natural resources under IC 4- 25- 7- 13(d); (B) a significant water withdrawal facility as registered with the department of natural resources under IC 14- 25 -7 -15; C users of recreational waters; or D any other user made known to the person who has a spill. 6 "Extreme) hazardous substance" means a substance identified pursuant to 42 U.S.C. 11002 and 1 04.(40 CFR 355 Apeid ix A.) (7) "Facility means all land, buildings, equipment, structures, and other stationary items that are located on a sin lie site or on contiguous sites and that are owned or operated by the some person or by any person who i controls, is controlled by: or s under common control with, such person. 8 ;;Facility boundar " means the boundary of a facility or an easement or right —of —way. 9 Hazardous subs ance has the meaning set forth in 42 U.S.C. 9601(14). N 1 ) Mode of transportation includes, but is not limited to, carriage by: A rail and motor vehicles; B aircraft; C watercraft; D pipelines; or IEJ other means of transportation; in commerce. This definition excludes carriage within a facility by transportation equipment owned, operated, or controlled byy that facility. )7 T1) Objectionable substances means substances that are: A of a quantity and a type; and B present for a duration and in a location; so as to damage waters of the state. This definition excludes hazardous substances, extremely hazardous substances, petroleum, and mixtures thereof. U`In� "On —scene coordinator" means a state or federal official designated by the department, the i e d States Environmental Protection Agency, or the United States Coast Guard to direct and coordinate special spill response activities. 13} "Recreational waters" means any water used for: A boating, swimming, fishing, hunting, trapping, or wildlife viewing; or B public access areas that are owned by the department of natural resources or the federal government; as listed by the department. (14) "Reportable quantity" means the amount of a hazardous substance or extremely hazardous I that is required to be reported under federal law under 42 U.S.C. 9602(a) and (b) and 42 U.S.C. 9603(a). (40 CFR 302.4 or 40 CFR 355 Appendix A.1 ) "Spill " means any unexpected, unintended, abnormal, or unapproved dumping, leakage, drainage, see age, d i sc i alge o other loss of petroleum, hazardous substances, extremely hazardous substances, or objectionable substances. The term does not include releases to impermeable surfaces when the substance does not migrate off the surface or penetrate the surface and enter the soil. 116) ' Spill response ", for purposes of this rule, means the following: A The spill is contained; and B Free material is removed or neutralized. 17) "Spill report" means an oral report that includes the following information about a spill, to the extent that the information is known at the time of the report: A The name, address, and telephone number of the person making. the spill report. B The name, address, and telephone number of a contact person if different from clause (A). C The location of the. spill. D The time of the spill. E The identification of the substance spilled. F The approximate quantity of the substance that has been or may further be spilled. G The duration of the spilt. H The source of the s ill. I) Name and location o the waters damaged. J The identity of any response o211 anization responding p to the ill. 5 K What measures have been or be undertaken to perform aspill response. L Any other information that may be sigqnificant to the response action. 0 1 Waters". as defined in IC 13 -11 -2 -265, means the accumulations of water, surface and under round natural and artificial publicgand private, or parts thereof, that are wholly or partially within, flow through, or border upon this state. The term does not include any private pond or any off — stream pond, reservoir, or facility built for reduction or control of pollution or cooling of water prior to discharge unless the discharge from the pond, reservoir, or facility causes or threatens to cause water pollution. Water Pollution Control Board; 327 IAC 2- 6.1 -4; filed Feb 25, 1997, 1:00 p.m.: 20 IR 1731; errata fled Mar 7, 1997, 2:25 p.m.: 20 IR 1738; readopted filed Jan 10, 2001, 3: 23 p.m.: 24 IR 1518) 327 IAC 2 -6.1 -5 Reportable spills; facility Authority: IC 13- 14 -8 -7 Affected: IC 13 -11 -2; IC 13 -18 -1; IC 13 -18 -3; IC 13 -18 -8; IC 13 -18 -17 Sec. 5. The following spills from a facility must be reported: (1) Spills that damage the waters of the state so as to cause death or acute injury or illness to humans or animals. (2) Spills from a facility that has been notified in writing by a water utility that it is located in a de ineated public water supply wellhead protection area as approved by the department under 327 IAC 8 -4.1 that are: (A) spills of hazardous substances or extremely hazardous substances when the amount spilled exceeds one hundred 100) pounds or the reportable quantity, whichever is less; B spills of petroleum when the amount spilled exceeds fifty —five 55). gallons; or C spills of objectionable substances as defined in section 4(11) o this rule. 3 Spills that damage waters of the state and that: -0 A are located within fifty (50) feet of a known private drinking water well located beyond the lacility property boundary; or B) are located within one hundred (100) yards of: i) any high quality water designated as an outstanding state resource pursuant to 327 IAC — 1 -2 {3), excluding Lake Michi La q an• , �i)l an water desi Hated as exceptional use pursuant to 327 IAC 2- 13(a)(6) [sic., 327 IAC —-3(a 6 and -327 IAC 2-1— �1) �-1-6�i'c)(1), w (r i n I f r in Im ni fi h r ate des ated as capab e o suppo t g a sa o d s ery pu suant to 327 IAC except Lake Michigan; or (iv) any water that is a fish hatchery, fish and wildlife area, nature preserve, or recreational water owned by the de artment of natural resources or the federal government. (4� For any spill which does not meet the criteria in subdivisions (1) through (3), the following must be reported: A) Spills to surface waters: i) spills of hazardous substances or extremely hazardous substances when the amount spilled exceeds one hundred (100) pounds or the reportable quantity, whichever is less; ii} spills of peroleum of such quantity as to cause a sheen upon the waters; or iii spills of objectionable substances as defined in section 4(11) of this rule. B Spills to soil beyond the facility boundary. i) spills of hazardous substances or extremely hazardous substances when the amount spilled exceeds one hundred (100) pounds or the reportable quantity, whichever is less; ii) spills of pe�roleum when the amount spilled exceeds .fifty —five (55) . gallons; or ill spills of objectionable substances as defined in section 4 11 of this rule. C Spills to soil within the facility boundary: { ) i) spills of hazardous substances or extremely hazardous substances when the amount spilled exceeds the re p ortable quantity; ii} spills of petroleum when the spilled amount exceeds one thousand (1,000) gallons; or iii spills of objectionable substances as defined in section 4(11) of this rule. VoterAny spill for which a spill response has not been done. Pollution Control Board; 327 IAC 2- 6.1 -5; filed Feb 25, 1997, 1: 00 p.m.: 20 IR 1732; errata iled Mar 7, 19971 2:25 p.m.: 20 IR 1738; readopted filed Jan 10, 2001, 3:23 p.m.: 24 IR 1518) 10 I 9 8 1 7 1 6 327 IAC 2 -6.1 -6 Reportable spills; transportation Authority: IC 13- 14 -8 -7 Affected: IC 13 -11 -2; IC 13 -18 -1; IC 13 -18 -3; IC 13 -18 -8; IC 13 -18 -17 Sec. 6. The following spills from a mode of transportation must be reported: (1) Spills that damage the waters of the state so as to cause death or acute injury or illness to humans or animals. (2) Spills that damage surface waters. (3) Spills to soil: (A) spills of hazardous substances or extremely hazardous substances when the amount spilled exceeds one hundred (100) pounds or the reportable quantity, whichever is less; (B) spills of petroleum when the amount spilled exceeds fifty —five (55) gallons; or (C) spills of objectionable substances as defined in section 4(11) of this rule. (4) Any spill for which a spill response has not been done. (Water Pollution Control Board; 327 IAC 2- 6.1 -6; filed . Feb 25, 1997, 1:00 p.m.: 20 IR 1733; readopted filed Jan 10, 2001, 3:23 p.m.: 24 IR 1518) 327 IAC 2 -6.1 -7 Reportable spills; responsibilities Authority: IC 13- 14 -8 -7 Affected: IC 13 -11 -2; IC 13 -18 -1; IC 13 -18 -3; IC 13 -18 -8; IC 13 -18 -17 Sec. 7. Any person who operates, controls, or maintains any mode of transportation or facility from which a spill occurs shall, upon discovery of a reportable spill to the soil or surface waters of the state, do the following: (1) Contain the spill, if possible, to prevent additional spilled material from entering the waters of the state. (2) Undertake or cause others to undertake activities needed to accomplish a spill response. (3) As soon as possible, but within two (2) hours of discovery, communicate a spill report to the Department of Environmental Management, Office of Environmental Response: Area Code 1- 888 - 233 -7745 for in —state calls (toll free), (317) 233 -7745 for out —of —state calls. If new or updated spill report information becomes known that indicates a significant increase in the likelihood of damage to the waters of the state, the responsible party shall notify the department as soon as possible but within two (2) hours of the time the new or updated information becomes known. (4) Submit to the Indiana Department of Environmental Management, Office of Land Quality, Emergency Response Section (MC 66 -30), 2525 N. Shadeland Ave., Suite 100, Indianapolis, IN 46219 -1787, a written copy of the spill report if requested WATER QUALITY STANDARDS Indiana Administrative Code Page 95 in writing by the department. (5) Except from modes of transportation other than pipelines, exercise due diligence and document attempts to notify the following: (A) For spills to surface water that cause damage, the nearest affected downstream water user located within ten (10) miles of the spill and in the state of Indiana; and (B) For spills to soil outside the facility boundary, the affected property owner or owners, operator or operators, or occupant or occupants. (Water Pollution Control Board; 327 IAC 2- 6.1 -7; filed Feb 25, 1997, 1:00 p.m.: 201 IR 1733; readopted filed Jan 10, 2001, 3: 23 p.m.. 24 IR 1518; errata filed Feb 6, 2006, 11:15 a.m.: 29 IR 1936; errata filed Oct 20, 2006, 10:08 a.m.. 20061101 —IR- 327060497ACA) 327 IAC 2 -6.1 -8 Emergency spill response actions Authority: IC 13- 14 -8 -7 Affected: IC 13 -11 -2; IC 13 -18 -1; IC 13 -18 -3; IC 13 -18 -8; IC 13 -18 -17 Sec. 8. Notwithstanding any other section of this rule, emergency spill response actions take precedence over reporting requirements, and when emergency spill response activities render spill reporting inconsistent with effective response activities, communication of the spill report to the Indiana department of environmental management may be delayed. In situations where the spill report is delayed, the burden of proving the need for the delay shall be upon the responsible person. (Water Pollution Control Board; 327 IAC 2- 6.1 -8; filed Feb 25, 1997, 1:00 p.m.: 20 IR 1734; readopted filed Jan 10, 20011 3:23 p.m.: 24 IR 1518) 327 IAC 2 -6.1 -9 Compliance confirmation Authority: IC 13- 14 -8 -7 Affected: IC 13 -11 -2; IC 13 -18 -1; IC 13 -18 -3; IC 13 -18 -8; IC 13 -18 -17 Sec. 9. When spill reporting and response, as provided for in this rule, has occurred, the department shall, upon request, issue a letter confirming compliance with this rule and stating that no further action is required under this rule. (Water Pollution Control Board; 327 IAC 2- 6.1 -9; filed Feb 25, 1997 ) 1:00 p.m.: 20 IR 1734; readopted filed Jan 10, 2001, 3:23 p.m.: 24 IR 1518) SPENCER RESTORATION NURSERY. SPECIFICATIONS. 22 -`0 Fast Fuson Road Muncie, IN 47302 Phc ne: (765) 286- 7154Phone: (765) 286 -7154 Fax: (765) 286 -0264 Specifications for Installation of Wetland Plants in Stormwater Wetlands (According to Marion County, Indiana Regulations) Part 1 General 1.01 Section Includes A. Preparation B. Seeding C. Planting D. Seed Protection E. Waterfowl exclusion F. Maintenance 1.02 Bidder qualifications A. The submitting bidders shall be, and have been, actively and directly engaged in wetland plant installation for a period of two (2) or more years. Provide proof of five (5) or more successful wetland plant installations. B. Qualified bidders shall possess specialized equipment for working in and around water, including a small boat, hip waders, and floatation life preservers to be worn while working in water. 1.03 Environmental Requirements A. Installation shall be performed during the growing season, specifically between March 15th and September 30th. B. Hydrology shall be established prior to installation. Wetland must have an established water level. C. Surrounding uplands shall be stabilized with the specified grass seed mix. No pre— emergent herbicides shall be applied to surrounding turf during the six months prior to installation and for at least 1 year following installation. D. Emergent plants shall be installed prior to seeded communities. 1.04 Materials A. All native seed shall be refrigerated for at least 90 days prior to installation. 1. All native seed must be of wild ecotype as provided by Spence Restoration Nursery or approved local source. No hybrids or cultivars may be included. 2. Local genotype seed shall be used whenever possible due to its adaptation to central Indiana soil and climate. These specifications do not apply to the temporary matrix. B. Container grown plants shall be used for the emergent plant communities. 1. Container grown plants must be of wild ecotype as provided by Spencer Restoration Nursery or approved local source. No hybrids or cultivars may be included. 2. Container grown plants shall be inoculated with pelletized VAM (Vesicular Arbuscular Mycorrhizae) endomycorrhizal fungi as provided by Spence Restoration Nursery or approved source where available. Part II — Products 2.01 Plants A. Low Marsh 6 -18 inches Installation must include at least three of the species below, including two aggressive species marked with an asterisk( *). Species noted by the number sign ( #) may be installed bare —root. Others must be installed from container grown plants. Pickerel Weed (Pontederia cordata)# Hard — Stemmed Bulrush (Scirpus acutus) River Bulrush (Scirpus fluviatilis) #* Soft —Stem Bulrush (Scirpus validus)* Giant Burreed (Sparganium eurycarpum)* 2.02 Accessories A. Waterfowl Exclusion 1. Posts — 6 foot lightweight fence posts 2. Fence — 4 foot width of plastic filaments with 1 inch square openings. B. Sand — Dry, Coarse Sand that is free from chemical contamination. Part III Execution 3.01 Examination A. Verify that a stable water level has been established in the wetland.. B. Verify that the surrounding uplands have been stabilized with the specified grass seed mix. 3.02 Preparation A. Two weeks (14 days) prior to installation, apply a glyphosate herbicide approved for use around water (Rodeo) to the area to kill existing vegetation. B. Following a complete kill of existing vegetation, begin installation by tilling any areas to be seeded to a depth of 3 inches. Till as close to the shoreline as soil moisture conditions permit. Do not till areas where live plants are to be installed. 3.03 Installation of waterfowl exclusion fence A. Place posts on 15 ft centers. Each post shall be driven approximately 1 foot into the pond bottom. install fence to form 15' X 15' enclosures. Form each enclosure immediately following installation of plants. Planted areas shall not remain unprotected overnight. B. Attach fence to posts with wire ties so that the fence extends to the pond bottom and at least 30 inches above the waters surface. 3.04 Installation of Plants A. All aquatic plants must be installed in the appropriate water depths where protected by waterfowl exclusion fence and the shore. 50% of the 15'X 15' enclosures shall be planted according to the specifications below. 1. Low marsh plants shall be installed 6 -18 inches below normal poolelevation. Install plants on 2' centers. Evenly distribute each species around the pond, planting in groups of 3 to 5 plants of each species. 3.05 Seeding A. Place a portion of the seed in a clean, dry 5 gallon bucket. Mix 2 parts coarse sand with 1 port seed. Thoroughly mix seed and sand. B. Hand broadcast seed /sand mixture across the specified tilled area. Apply half the seed /sand mixture over the entire area. Apply the second half over the some area utilizing the some procedure. This method prevents using all of the seed before the entire area is covered. no 7 0 5 C. Lightly firm seedbed witha roller where soil moisture permits. Do not roll areas where soil is moist enough to stick to th roller. 3.06. Protection A. Protect seeded areas wit stakes and tape around area periphery. 3.07. Maintenance A. Pull weeds of the following invasive species deemed detrimental to wetland plantings. Purple Loosestrife (Lythrum salicara) Common Reed (Phragmites australis) Cattails (Typha spp) B. Remove unwanted woody seedlings in shoreline areas including Cottonwood (Populus deltoides), Willow (Salix spp), and Silver Maple (Acer soccharinum). C. If weed growth exceeds ten inches in height in seeded areas, trim or mow to 4 inches. Do not cut areas where live plants were installed. D. Maintain waterfowl exclusion fence for 1 year. At the end of that period, remove fence and posts. 3.08 Acceptance A. Planted Wetland Communities — For acceptance at the end of the first growing season, the following condition shall be met for areas where live plants were installed. 1. 75% of the species planted shall be alive and present. 2_ 50 % of the water surface in the shallow water community shall be covered with vegetation. 3. 25 % of the water surface in the floating leaf community shall be covered with vegetation. B. Seeded Native Communities — For acceptance at the beginning of the second growing season, the following conditions shall be met. 1. Coverage — 80 % of each plant community shall be covered with by vegetation. 2. Presence — 50 % of the species planted should be a!ive and present. 3. Abundance — 50 % of the vegetation should native species of the permanent matrix. SV9fPP FOR POST CONSTRUCTION 1 DESCRIPTION OF POLLUTANTS AND THEIR SOURCES ASSOCIATED WITH THE PROPOSED LAND USE — POTENTIAL POLLUTANTS FROM POST— CONSTRUCTION ACTIVITY SUCH AS SANDS AND SALTS FROM SNOW REMOVAL, OIL, GREASE, ANTIFREEZE, ETC. FROM VEHICLES INCLUDING HEAVY METAL FROM BRAKE PAD WEAR SHOULD BE PROPERLY ATTENDED TO TO REDUCE THE CONTAMINANTS FROM ENTERING THE STORM SYSTEM. TRASH SHOULD BE CLEANED UP TO REDUCE CLOGGING OF STORM SYSTEMS AND REDUCE POTENTIAL BACTERIA AND /OR OTHER BIOLOGICAL AGENTS FROM ENTERING IN THE STORM SYSTEM. EXCESS FERTILIZERS AND HERBICIDES SHOULD BE AVOIDED. CLEAN UP IMMEDIATELY IF ANY IS SPILLED. 2 POST — CONSTRUCTION STORMWATER QUALITY MEASURES — SEE SHEETS C002, FOR LOCATION OF WATER QUALITY TREATMENT WETLANDS AND BIOSWALES. 3� SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION —SEE CONSTRUCTION SEQUENCE, C502 4 STORMWATER QUALITY MEASURES TO BE IMPLEMENTED TO PREVENT OR MINIMIZE ADVERSE IMPACTS TO STREAM OR RIPARIAN HABITATS— STORMWATER WILL BE ROUTED THROUGH 2 AREAS. TO THE NORTH A DETENTION POND WITH WETLAND TREATMENTS PRIOR TO LEAVING THE SITE, WHICH WILL LOWER PEEK DISCHARGES AND LESSEN POTENTIALLY EROSIVE STORMWATER VELOCITIES. ANY LOCATION WHERE STORM MATER LEAVES THE STORM SEWER SYSTEM AND ENTERS A STREAM OR OTHER CHANNEL WILL BE STABILIZED WITH RIP RAP TO MINIMIZE EROSION. ALL SLOPES 5:1 OR GREATER WILL BE STABILIZED WITH EROSION CONTROL BLANKET OR OTHER BANK STABILIZATION. 5. AN OPPERATION AND MAINTENANCE MANUAL FOR ALL POST — CONSTRUCTION STORM1�11ATER QUALITY MEASURES— THESE ARE INCLUDED SEPARATELY. FOR ADITIONAL COPIES, PLEASE CONTACT THE ENGINEER AT (317) 846 -6611. SWPPP FOR CONSTRUCTION SITES -1 HYDROLOGIC UNIT CODE (14 DIGIT) — 05120201090030 2 IDENTIFICATION OF ALL RECEIVING WATERS — CITY OF CARMEL STORM SEWERS TO WET DETENTION PONDS/ WETLANDS, THEN TO THE COOL CREEK BRANCH /LITTLE COOL CREEK DITCH. 3 PRE — CONSTRUCTION AND POST— CONSiUCTION ESTIMATE OF PEAK DISCHARGE (10 YEAR) — 010 PRE NORTH 1.01 CFS, 0-110 PRE SOUTH 0.96 CFS, Q10 POST NORTH .26 CFS, Q10 POST SOUTH —0.13 CFS. 4 SPECIFIC POINTS *iERE STORMWATER DISCHARGE LEAVES SITE — SEE STORMWATER POLLUTION PREVENTION PLAN, SHEET C501. 5 IDENTIFICATION OF POTENTIAL DISCHARGE TO GROUND WATER — ON SI TE DETENTION PONDS / WETLANDS. 6 SOILS MAP W/ SOIL DESCRIPTIONS AND LIMITATIONS — SEE LOWER MIDDLE OF STORMWATER POLLUTION PREVENTION PLAN, SHEET 0501. 7 DESCRIPTION OF POTENTIAL POLLUTANT SOURCES — POTENTIAL POLLUTANTS FROM CONSTRUCTION ACTIVITY SUCH AS ASPHALT FROM PAVING; CONCRETE FROM CURBING, SIDEWALKS, OIL, GREASE, ANTIFREEZE, GASOLINE AND DIESEL FUEL FROM CONSTRUCTION EQUIPMENT; SOIL EROSION; FERTILIZER AND PESTICIDES FROM LANDSCAPING AND TRASH SHOULD BE PROPERLY ATTENDED TO TO REDUCE THE CONTAMINANTS FROM ENTERING THE STORM SYSTEM. TRASH SHOULD BE CLEANED UP TO REDUCE CLOGGING OF STORM SYSTEMS AND P,EDUCE POTENTIAL BACTERIA AND /OR OTHER BIOLOGICAL AGENTS FROM ENTERING IN THE STORM SYSTEM. 8 TEMPORARY AND PERMANENT STORMWATER QUALITY MEASURES SEE SHEET C501 FOR LOCATION AND DIMENSIONS OF STORMWATER QUALITY MEASURES. SEE C502 FOR CONSTRUCTION DETAILS, SPECIFICATIONS, AND MAINTENANCE GUIDELINES FOR EACH MEASURE. 9 GENERAL CONSTRUCTION SEQUENCE —SEE CONSTRUCTION SEQUENCE C502. 10 LOCATIONS OF PROPOSED SOIL STOCKPILES AND /OR BORROW /DISPOSAL AREAS —THERE ARE NO SOIL STOCK PILES PROPOSED ON THIS SITE. THE DETENTION POND WILL BE USED AS A BORROW AREA. SEE SHEET C501. 11 TEMPORARY SURFACE STABILIZATION METHOD FOR EACH SEASON — SEE SEASONAL SOIL PROTECTION CHART 12 EROSION AND SEDIMENT CONTROL SPECIFICATIONS FOR EACH INDIVIDUAL BUILDING LOT—SEE DETAIL C502. 13 MATERIAL HANDLING AND SPILL PREVENTION PLAN THIS MATERIAL HANDLING AND SPILL PREVENTION PLAN IS BASED UPON REQUIRMENTS SET FORTH IN THE INDIANA ADMINISTRATIVE CODE, SECTION 327 IAC 2 -6 -1. THE FULL TEXT OF THIS CODE CAN BE FOUND ON THIS SHEET POTENTIAL POLLUTANTS ON SITE MAY INCLUDE VEHICLE LUBRICANTS, OILS, VEHICULAR FUELS, CONCRETE WASH —OUT, MULCH, PESTICIDES, HERBICIDES, FERTILIZER, AND TRASH. FUELS, OILS, AND GASOLINE CAN LEAK OR BE SPILLED FROM TRUCKS AND CONSTRUCTION EQUIPMENT WHICH COULD FIND THEIR WAY TO LITTLE COOL CREEK. FOLLOW MATERIAL SAFETY DATA SHEETS (MSDS) FOR CONTAMINANTS ON —SITE. IT IS IMPORTANT THAT ALL MANUFACTURER'S INSTRUCTIONS BE FOLLOWED WHEN USING OR APPLYING ALL FERTILIZERS, HERBICIDES, AND PESTICIDES. SMALL SPILLS AND LEAKS OF THESE MATERIALS ONTO NON —PAVED AREAS WILL BE SHOVELED INTO CONTAINERS OR DUMPSTERS FOR PROPER DISPOSAL. FUELING TRUCKS WILL BE EQUIPPED WITH SPILL PREVENTION KITS FOR SMALLER FUEL SPILLS. ALL VEHICULAR MAINTENANCE SHALL BE PERFORMED IN THE SAME DESIGNATED AREA THROUGHOUT THE CONSTRUCTION TIME FRAME. IF POSSIBLE, VEHICULAR MAINTENANCE SHALL BE DONE OFF —SITE AT FACILITIES THAT ARE DESIGNED TO HANDLE ANY MATERIAL SPILLAGE. THIS SHALL INCLUDE FUELING OF VEHICLES WHENEVER POSSIBLE. IN CASE OF A SPILL, APPROPRIATE STATE AND LOCAL AGENCIES SHALL BE NOTIFIED AND PROVIDED WITH THE FOLLOWING INFORMATION: TIME OF SPILL, LOCATION OF SPILL, MATERIAL, SOURCE OF SPILL, APPROXIMATE VOLUME AND LENGTH OF SPILLAGE, WEATHER CONDITIONS AT TIME OF SPILL, PERSONAL PRESENT AT TIME OF SPILL, AND ALL ACTION TAKEN FOR POST SPILL CLEANUP. EMERGENCY RESPONSE. NUMBERS: RESPONSE FOR ANY LIFE THREATENING PROBLEM: 911 CARMEL FIRE DEPARTMENT: (317) 571 -2600 CARMEL POLICE DEPARTMENT: (317) 571 -2500 INDIANA DEPARTMENT OF NATURAL RESOURCES: (812) 477 -8773 IDEM SPILL RESPONSE CENTER: (317) 233 -7745 NATIONAL RESPONSE CENTER (800)- 424 -8802 ' I CONTRACTOR SHALL CONTACT A WASTE RECOVERY AGENCY IMMEDIATELY FOR REMOVAL OF CONTAMINATES AND COORDINATION OF MONITORING THE SITE DURING CLEANUP UNTIL ALL OF THE HAZARDOUS MATERIAL HAS BEEN REMOVED. CONTRACTOR SHALL COOPERATE WITH IDEM DURING AND AFTER THE SPILL TO INSURE ALL REQUIRED CLEANUP AND FILING REPORTS ARE PROPERLY SUBMITTED. THE DEVELOPER SHALL BE CONTINUALLY INFORMED OF ANY CONTAMINATION CONCERNS OCCURRING ON THE SITE. THE CONSTRUCTION MANAGER SHALL KEEP ON SITE A LIST OF QUALIFIED CONTRACTORS FOR SPILL REMEDIATION. ALL SITE PERSONNEL, INCLUDING MAINTENANCE EMPLOYEES, SHALL BE MADE AWARE OF PROPFR SPILL PREVENTION AND REMEDIATION TECHNIQUES. ALL MATERIALS USED TO ABSORB SPILLS SHALL BE PROPERLY DISPOSED OF IN AN APPROVED MANNER IN COMPLIANCE WITH LOCAL AND STATE LAWS. DO NOT FLUSH SPILL MATERIALS WITH WATER UNLESS DIRECTED TO DO SO BY A GOVERNING AGENCY. 14 CONTACT INFORMATION FOR TRAINED INDIVIDUAL RESPONSIBLE FOR STORM WATER POLLUTON PREVENTION FOR THE PROJECT SITE SEE DETAIL ON C502 15 CURRENT REVISION DATE ON ALL SHEETS SEE TITLE BLOCK 4 4 3 0 SHALL GUTfER,NENCLOSI�D STORM SOWERS ASPHALT THEN WITH CONCRETE PERMANENT SEEPING SPECIFICAT"ONS: AND PUBLIC UTILITIES. THE CONSTRUCTION SEQUENCING SHALL BE AS SHOWN ON THE 1) ALL DISTURBED LAWN AREAS SHALL RECEIVE PERMANENT SEEDING TABLE BELOW. NOTE: BEFORE CONSTRUCTION, EVALUATE, MARK, AND PROTECT IMPORTANT TREES AND IMMEDIATELY. ASSOCIATED ROOTING ZONES, UNIQUE AREAS (E.G. WETLANDS), TO BE PRESERVED IF 2) ALL DISTURBED LAWN AREA TO HAVE A MINIMUM OF 6 INCHES OF APPLICABLE, AND VEGETATION SUITABLE FOR FILTER STRIPS, ESPECIALLY IN PERIMETER TOPSOIL (COMPACTED THICKNESS). AREAS. 1 3) TOPSOIL TO BE FERTILE, FRIABLE SANDY LOAM REASONABLY FR EE OF CONSTRUCTION SEQUENCE: 11 31) SUBSOIL, CLAY LUMPS, STONES LARGER THAN 21 , EXCESSIVE QUANTITIES OF A.PRIOR TO CONSTRUCTION ON SITE THE FOLLOWING INFORMATION SHALL BE PROVIDED SMALL STONE /GRAVEL, BRUSH AND OTHER LITER. ON SITE: 4) SOLVE ANY SURFACE OR SUBSURFACE DRAINAGE PROBLEMS AND 1. SIGNAGE NOTIFYING AREA RESIDENTS OF CONSTRUCTION ACTIVITY. 2. SIGNAGE SHOWING LOCATION OF SITE LOCATION ENTRANCE. CONSTRUCT PERMANENT EROSION CONTROL STRUCTURES. SAID SIGNS SHALL BE PLACED AT GREENFORD TRAIL NORTH ROAD ENTRANCE. 5) PERFORM THE MAJOR FILLING, SHAPING AND SMOOTHING OF GULLIES OR ADDITIONALLY, NOTIFICATION TO INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT ERODED AREAS. SHALL BE PROVIDED TO INCLUDE NAME OF PERSON FOR CONTACT AND SITE I r CONSTRUCTION UPDATE REPORTS. APRE— CONSTRUCTION MEETING IS TO BE 6) HAVE TOPSOIL TESTED TO CHECK PH AND NUTRIENT LEVELS. PROVIDE ARRANGED AT SITE PRIOR TO ANY CONSTRUCTION ACTIVITIES. FERTILIZER AND SOIL AMENDMENTS AS REQUIRED TO MEET /EXCEED MINIMUM B. AT THE END OF EACH WORK DAY, BUILDER SHALL ENSURE THAT STREETS ARE CLEAN REQUIREMENTS AS SUGGESTED ON SOILS TEST RESULTS FOR LAWNS. OF DEBRIS 7) WORK FERTILIZER AND SOIL NUTRIENTS INTO TOP 2 -3 INCHES OF THE AND SEDIMENT. TOPSOIL WITH A SMALL DISK, HARRO'JV OR P.AKE OPERATED ACROSS THE SLOPE C. CONSTRUCTION ACCESS DRIVE — TOP SOIL STRIPPING & STONE PLACEMENT SHALL AS MUCH AS POSSIBLE. BE INSTALLED 8) ROLL THE TOPSOIL WITH A WATER BALLAST ROLLER WEIGHING 100 TO AS SHOWN ON PLANS AT ENTRANCE FROM GREENWOOD TRAIL NORTH. CONCRETE WASHOUT AREA TO BE 300 POUNDS DEPENDING ON SOIL TYPE. ROLL WITH TOPSOIL IN A SEMI —DRY INSTALLED AND MARKED AS SHOWN. CONDITION IN TWO OPPOSITE DIRECTIONS (RIGHT ANGLES). D. PERIMETER EROSION CONTROL — SILT FENCING TO BE INSTALLED ALONG PERIMETER 9) RAKE OR SCARIFY AND CUT OR FILL IRREGULARITIES THAT DEVELOP AS OF REQUIRED AND AGAIN ROLL UNTIL AREA IS TRUE AND UNIFORM, FREE FROM BOUNDARY LINES. LUMPS, DEPRESSIONS AND IRREGULARITIES. E. EARTHWORK —TOP SOIL FOR LOTS SHALL BE STRIPPED AND SPREAD IN AREAS 10) SOW SEED WITH ADEQUATE EQUIPMENT AT A TIME WHEN LITTLE OR NO REQUIRING FILL. WIND IS BLOWING. BROADCAST HALF OF SEED IN ONE DIRECTION AND THE TEMPORARY SEEDING SHALL TAKE PLACE TO DISTURBED AREAS THAT REMAIN OTHER HALF IN THE OPPOSITE DIRECTION (RIGHT ANGLES). UNALTERED FOR MORE THAN 15 DAYS. MASS EARTHWORK SHALL BEGIN ON DETENTION BASIN. DIRT 1 1) COVER SEED TO A DEPTH OF %" BY RAKING OR HARROWING. PROVIDE A FROM LIGHT LAYER OF STRAW OR HAY MULCH AT A RATE OF 1 TO 1 �/ TONS PER DETENTION BASIN TO BE SPREAD IN AREAS WHICH REQUIRE FILL AS DESIGNATED ON SITE ACRE. APPLY TACKIFIER TO STABILIZE MULCH. DEVELOPMENT PLAN. STREET GRADING TO BE COMPLETED AS CONSTRUCTION 12) HYDROSEEDING IS ACCEPTABLE METHOD OF SEEDING. PROGRESSES. FINISH GRADING OF DETENTION BASIN BANKS, DISTURBED COMMON AREAS AND REAR 13) KEEP TOPSOIL RELATIVELY MOIST UNTIL LAWN IS ESTABLISHED. YARDS 14) RESEED AREAS THAT DO NOT SHOW PROMPT GERMINATION AT 14 DAY TO BE SEEDED IMMEDIATELY. STABILIZE AND NSTALL EROSION CONTROL BLANKETS ON INTERVALS UNTIL AN ACCEPTABLE STAND OF GRASS IS ASSURED. THE BANKS OF DETENTION BASIN IMMEDIATELY FOLLOWING COMPLETION OF DETENTION 5 1 ALL LAWNS SHALL BE GUARANTEED TO HAVE A FULL UNIFORM STAND OF ) BASIN GRADING. ACCEPTABLE GRASS AT END OF ONE YEAR GUARANTEE PERIOD WITH NO BARE F. SANITARY SEWER — INSTALLATION OF GRAVITY SEWER SHALL BEGIN. DISTURBED SPOTS COMPRISING MORE THAN 2% OF ANY LAWN AREA. ANY AREA SO NOTED AREAS TO BE WILL BE REWORKED UNTIL AN ACCEPTABLE STAND OF GRASS IS ESTABLISHED. TEMPORARY SEEDED AS CONSTRUCTION IS COMPLETED. LATERALS TO EACH LOT TO 16) ALL LAWNS TO BE MAINTAINED UNTIL FINAL INSPECTION BY LANDSCAPE BE PUT IN PLACE AS MAIN LINE IS CONSTRUCTED. DESIGNER BUT NOT LESS THAN 60 DAYS FROM TIME OF INSTALLATION. MAINTENANCE TO INCLUDE WATERING, WEEDING, CULTIVATION MULCHING MOWING G. STORM SEWER — CURB INLETS, YARD INLETS, STORM PIPES, MECHANICAL BMP UNITS AND ALL OTHER NECESSARY OPERATIONS REQUIRED FOR PROPER & STREET UNDERDRAINS SHALL BE ESTABLISHMENT OF LAWN. CONSTRUCTED AS WARRANTS. LAKE CONTROL STRUCTURES TO BE INSTALLED WITH CONSTRUCTION 17) ALL DISTURBED AREAS SHALL BE SODDED OR SEEDED, EXCEPT BUILDING OF INDIVIDUAL LAKES. PROTECTION TO BE PUT IN PLACE AS NOTED IN "C" ABOVE. PAD AND LANDSCAPE BEDS. SEE LANDSCAPE PLANS FOR LOCATION OF SILT FENCING PUT IN PLACE AROUND YARD INLETS PER DETAIL. GRAVELBAG CURB LANDSCAPE BEDS. PROTECTION 18) INSTALL SILT FENCE ALONG ALL PROPERTY BOUNDARIES WHERE SEDIMENT PLACEMENT AT STREET INLET LOCATIONS. SWALES TO BE SEEDED AND MULCHED MAY LEAVE THE SITE. BEFORE STREET CURBS ARE STARTED AND PIPES INSTALLED. H. UTILITIES — COORDINATION WITH UTILITIES FOR WATER MAINS, GAS LINES, TELEPHONE, CABLE TV AND ELECTRIC LINES TO TAKE PLACE AS WORK PROGRESSES. PROPER GRADING AND SEEDING TO BE INSTALLED UPON COMPLETION OF INSTALLED UTILITIES. I. PAVEMENT — LIME STABILIZATION INSTALLATION OF CONCRETE CURBS AND ASPHALT LAYERS TO BE PUT IN PLACE. EROSION CONTROL STRUCTURES SUCH AS SILT FENCE AND GRAVELBAGS SHALL BE ADJUSTED TO ORIGINAL LOCATIONS AND REPAIRED IF NEEDED. TEMPORARY SEEDING TO BE PUT IN PLACE ALONG BACK OF CURB IN ACCORDANCE WITH STATED PLANTING CHART. J. FINISH GRADING — FINISH GRADES WITH SEEDING REQUIREMENTS TO BE COMPLETED, AND EROSION CONTROL BLANKETS AROUND LAKE AREAS AS SHOWN ON PLANS. RIP —RAP TO BE INSTALLED AND /OR INSPECTED IF PREVIOUSLY PUT IN REQUIRED LOCATIONS. PERMANENT SEEDING TO BE PLACED IN ACCORDANCE WITH EROSION CONTROL PLAN AS SHOWN. K. CLEANUP — CONTRACTOR SHALL REMOVE ALL EXCESS MATERIALS, REGRADE AND STABILIZE ALL AREAS OF DISTURBANCE BY UTILITY INSTALLATION. RESEED AREAS ALONG CURBS IF REQUIRED. CONCRETE WASHOUT AREA TO BE COMPLETELY CLEARED AND CLEANED OF ANY UNWANTED MATERIALS; WASHOUT SIGN TO BE REMOVED. ALL INLETS AND END SECTIONS TO BE CHECKED AND CLEANED OF ALL OBSTRUCTIONS WHICH WOULD HINDER STORM FLOWAGE. L. FINAL LANDSCAPING — INSTALL AND FINISH LANDSCAPING IN AREAS OF COMPLETED CONSTRUCTION. M. INDIVIDUAL BUILDING CONSTRUCTION — REFERENCE DETAIL SHOWN ON C502 FOR EROSION CONTROL PRACTICE PLAN AND ANY SPECIFICATIONS DURING CONSTRUCTION OF TYPICAL SINGLE FAMILY DWELLING UNDER CONSTRUCTION. N. PERMANENT SEED ALL AREAS OF DISTURBANCE. -WARNING - THIS PLAN T❑ BE USED E ❑R ER ❑SI ❑N C ❑NTR ❑L PURPOSES ONLY, Contact Person for Erosion Control & Sediment Practices Uptown Partners, LLC. >35 8th St. N. W. Carmel, IN 96032 TELEPHONE: 317 - 966 -2023 FAX. 317- 580 -9596 CONTACT PERSON: Justin Moffett —NOTE— THIS PLAN INDICATES EROSION CONTROL MEASURES REQUIRED AFTER SOIL STRIPPING AND PAD BUILDING HAS TAKEN PLACE. COORDINATE WITH DEVELOPER FOR MEASURES REQUIRED UNTIL PROPERTY TURNED OVER FOR DEVELOPMENT. COORDINATE WITH CITY OF CARMEL REPRESENTATIVE FOR ANY OTHER MEASURES REQUIRED DUE TO SITE CONDITIONS. 3 2 HOLEY MOLEY SAYS "DIG SAFELY" "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IC 8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. I5 r" .-*Xl __. 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