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06010006 Civil Construction Plans Rcv. 1/3/2006 DOCS
SURVEY & PLAT PREPARED BY: DENNIS D. OLMSTEAD STOEPPELWERTH & ASSOCIATES, INC. 9940 ALLISONVILLE ROAD FISHERS, INDIANA 46038 PHONE (317) 849 -5935 OWNER /SUBDIVIDER: STEVEN A. WILSON, INC. 937 KEYSTONE WAY CARMEL, INDIANA 46082 PHONE: (317) 920 -1616 SUBMISSIOi� DATE: SOURCE 01- TITLE: WARRANTY DEED INS i ��U1v'1ENT: PRIMARY PLAT DOCKET: 131 -03 SECONDARY PLAT DOC' <ET: No. 04070004 SP SECONDARY f !.�.T :.,.Mr",,JDV LEN T 1,- ")"KFT: NOTE: DECORATIVE ''GS, SPRIfIK' ER SYSTEMS, TREES, LANDSCAPING MOUNDS, ; --IT POLES OR OTHER SUCH AMENITIES ARE NOT PERMITTED IN THE RIGHT —OE P.O.B. N.W. COR., WE ,, t SEC. 8, T.17N., 1 C C 0 wL N 00 O n i �soR GF'3 II X DENGTES A 5/8° DIA. REBAR 36" LONG WITH CAP SET. � 106TH STREET Dennis D. Olmstead Registered Land Surveyor No. 900012 % % (t' 1i 1111111111r. v OC �osTc)v- _ O i 900012 STATE OF VDI SU Rv 111111111111110 O LEGEND W � I 25 LOT NUMBER co D.U. &S.S.E. DRAINAGE, UTILITY & SANITARY SEWER EASEMENT 80 0 40 80 D. &U. E. DRAINAGE & UTILITY EASEMENT V) L.M.A.E. LANDSCAPE, MAINTENANCE ACCESS EASEMENT MONUMENTS R.D. &U.E. REGULATED DRAIN & UTILITY EASEMENT 1 INCH = 80 FT. 0 D.E. DRAINAGE EASEMENT DENOTES A BRASS IRON OR STEEL PIN 1 /2 MIN. DIA., B.S.L. BUILDING SETBACK LINE �� 24 LONG WITH 1 -1 /2 DIA. TAPERED BRASS CAP C. A. COMMON AREA HAVING A CUT "X" IN TOP SET FLUSH WITH THE FINISH N.A.E. NON— ACCESS EASEMENT STREET SURFACE. R.D.E. REGULATED DRAINAGE EASEMENT P.A.E. PEDESTRIAN ACCESS EASEMENT o DENOTES A 4 "X4 "X36" LONG PRECAST CONCRETE, STON -, OR POURED IN PLACE MONUMENT WITH A CROSS CAST IN THE TOP OR AN IRON OR COPPER DOWEL SET FLUSH WITH THE TOP OF MONUMENT AND TO BE SET WITH THE FINISH GRADE. X DENGTES A 5/8° DIA. REBAR 36" LONG WITH CAP SET. � 106TH STREET Dennis D. Olmstead Registered Land Surveyor No. 900012 % % (t' 1i 1111111111r. v OC �osTc)v- _ O i 900012 STATE OF VDI SU Rv 111111111111110 O SHEET 1 OF 4 W � I N J co ° I O in n V) SHEET 1 OF 4 SURVEY & PLAT PREPARED BY: DENNIS D. OLMSTEAD STOEPPELWERTH & ASSOCIATES, INC. 9940 ALLISONVILLE ROAD FISHERS, INDIANA 46038 PHONE (317) 849 -5935 OWNER /SUBDIVIDER: STEVEN A. WILSON, INC. 937 KEYSTONE WAY CARMEL, INDIANA 46082 PHONE: (317) 920 -1616 SUBMISSION DATE: SOURCE OF TITLE: WARRANTY DEED INSTRUMENT., PRIMARY PLAT DOCKET: 131 -03 SECONDARY PLAT DOCKET: No. 04070004 SP SECONDARY PLAT A "ENDMENT DOCKET: N OTE: DECORATIVE �,,iGNS, SPRINX -1 -ER SYSTEMS, TREES, LANDSCAPIN.C- MOUNDS, LIGHT POLES OR OTHER SUCH AMEiI ,.�5 ARE NOT PERMITTED IN THE 111 RIGHT- OF -- %Iv" , w N z (D � C0 M �cj W U W 0 N , c o� Ow z z W z AV NIDSO (2ROVE LEGEND 25 LOT NUMBER MONUMENTS D.U. &S.S.E. DRAINAGE, UTILITY & SANITARY SEWER EASEMENT D. &U.E. DRAINAGE & UTILITY EASEMENT © DENOTES A BRASS, IRON, OR STEEL PIN, 1/20) L.M.A.E. LANDSCAPE, MAINTENANCE ACCESS EASEMENT MIN. DIA., 24 "LONG WITH 1-1/2" DIA. TAPERED BRASS R.D. &U.E. REGULATED DRAIN & UTILITY EASEMENT CAP HAVNG A CUT "X" IN TOP SET FLUSH WITH THE D.E. DRAINAGE EASEMENT FINISH STREET SURFACE. B.S.L. BUILDING SETBACK LINE 80 0 40 80 C. A. COMMON AREA N.A.E. NON- ACCESS EASEMENT o DENOTES A 4 "X4 "X36" LONG PRECAST CONCRETE, STONE, R.D.E. REG'U'LATED DRAINAGE EASEME'N'T OR POUR -ID IN PLACE MONUMENT WITH A CROSS CAST IN P.A.E. PEDESTRIAN ACCESS EASEMENT THE TOP OR AN IRON OR COPPER DOWEL SET FLUSH WITH 1 INCH = 80 FT. THE TOP OF MONUMENT AND TO BE SET WITH THE FINISH GRADE. xxl� 0 DENOTES A 5/8" DIA. REBAR 36" LONG WITH CAP SET. Dennis D. Olmstead Registered Land Surveyor No. 900012 0 N ro ro r-- N 00 0 0 V) D• 0t !'LISTER 4V 40 � i No. 900012 STATE OF ,v H ` 40 J RV v SHEET 2 OF 4 SURVEY & PLAT PREPARED BY: DENNIS D. OLMS LEAD STOEPPELWERTH & ASSOCIATES, INC. 9940 ALLISONVILLE ROAD FISHERS, INDIANA 46038 PHONE (317) 849 -5935 OWNER /SUBDIVIDER: STEVEN A. WILSON, INC. 937 KEYSTONE WAY CARMEL, INDIANA 46082 PHONE: (317) 920 -1616 SUBMISSION DATE: F-D -AV FqDSOR Q ov- E-3 SOURCE OF TITLE: CURVE RADIUS WARRANTY DEED INSTRUMENT: TANGENT CHORD PRIMARY PLAT DOCKET: 131 -03 DELTA LEGEND SECONDARY PLAT DOCKET: No. 04070004 SP 140.37' 75.80' SECONDARY PLr T A' MENDMENT nOCKET: 25 LOT NUMBER C -2 D.U. &S.S.E. DRAINAGE, UTILITY & SANITARY SEWER EASEMENT 49.29' D. &U.E. DRAINAGE & UTILITY EASEMENT 36'22'55" L.M.A.E. LANDSCAPE, MAINTENANCE ACCESS EASEMENT NOTE: R.D. &U.E. REGULATED DRAIN & UTILITY EASEMENT DECORATIVE SPRI,'; <LER SYSTEMS, TREES, D.E. DRAINAGE EASEMENT LANDSCAPING MOUNDS, LIGHT POLES OR OTHER B.S.L. BUILDING SETBACK LINE SUCH AMENI"F-S ARE NOT PERMITTED IN THE C. N.A.E. N.A. COMMON AREA _,,; A ,Y RIGHT OF vrr: , R.D.E. NON- ACCESS EASEMENT REGULATED DRAINAGE EASEMENT 20.00' P.A.E. PEDESTRIAN ACCESS EASEMENT MONUMENTS © DENOTES A BRASS, IRON, OR STEEL PIN, 1/2 is MIN. DIA., 24 "LONG WITH 1-1/2" DIA. TAPERED BRASS CAP HAVING A CUT "X" IN TOP SET FLUSH WITH THE FINISH STREET SURFACE. 80 0 40 80 1 INCH = 80 FT. El DENOTES A 4 "X4 "X36" LONG PRECAST CONCRETE, STONE, OR POURED IN PLACE MONUMENT WITH A CROSS CAST IN THE TOP OR AN IRON OR COPPER DOWEL SET FLUSH WITH THE TOP OF MONUMENT AND TO BE SET WITH THE FINISH GRADE. O DENOTES A 5/8" DIA. REBAR 36" LONG WITH CAP SET. Dennis D. Olmstead Registered Land Surveyor No. 900012 CURVE TABLE CURVE RADIUS LENGTH TANGENT CHORD CHORD BEARING DELTA C -1 150.00' 140.37' 75.80' 135.31 526'30'03 "E 53'37'05" C -2 150.00' 95.25' 49.29' 93.66' S71'30'03 "E 36'22'55" C -3 150.00' 95.25' 49.29' 93.66' N18'29'57 "E 36'22'55" C -4 20.00' 31.42' 20.00' 28.28' S08'1 8'36 "E 90'00'00" C -5 20.00' 31.42' 20.00' 28.28' N81'41'24 "E 90'00'00" C -6 50.00' 46.36' 25.00' 44.72' N26'15'25 "W 53'07'48" C -7 50.00' 46.36' 25.00' 44.72' S26'52'23 "W 53'07'48" C -8 25.00' 124.90' 18.75' 30.00' S53'18'36 "E 286'15'37" C -9 10.00' 15.00' 9.32' 13.64' N53'18'36 "W 85'58'18" C -10 25.00' 124.90' 18.75' 30.00' N89'41'31 "W 286'15'37" C -11 10.00' 15.00' 9.32' 13.64' S89'41'31 "E 85'58'18" C -12 2.50' 7.06' 15.57' 4.94' N8111'16 "E 161'45'33" C -13 5.33' 16.76' INFINITE' 10.67' N89'41'31 "W 180'00'00" C -14 20.00' 31.42' 20.00' 28.28' N08'18'36 "W 90'00'00" C -15 20.00' 31.42' 20.00' 28.28' S81 *41'24"W 90'00'00" C -16 50.00' 46.36' 25.00' 44.72' 1 N63'15'18 "E 1 53'07'48" C -17 1 50.00' 1 46.36' 1 25.00' 1 44.72' 1 S10'07'30 "W 1 53'07'48" S89'00'1 0 "W 978.30' 00111111111111111"' ID. 0t ' e%� I IT No. r r 900012 00 STATE OF •, 'A(DIAIA�- --`6 O SURV� SHEET 3 OF 4 SURVEY & PLAT PREPARED BY: DENNIS D. OLMSTEAD STOEPPELWERTH & ASSOCIATES, INC. 9940 ALLISONVILLE ROAD FISHERS, INDIANA 46038 PHONE (317) 849 -5935 OWNER /SUBDIVIDER: STEVEN A. WILSON, INC. 937 KEYSTONE WAY CARMEL, INDIANA X6082 PHONE: (317) 920 -1616 SUBMISSION DATE: SOURCE OF TITLE: WARRANTY DEED INSTRUMENT: PRIMARY PLAT DOCKET: 131 -03 SECONDARY PLAT DOCKET: No. 04070004 SP SECONDARY PLAT AMENDMENT DOCKET: WINDSOR GROVE II I, the undersigned Registered Land Surveyor hereby certify that the included plat correctly represents a subdivision of part of the Northeast Quarter of Section 8, Township 17 North, Range 3 East, Hamilton County, Indiana, being more particularly described as follows: Commencing at he Northwest corner of said Quarter Section; thence North 89 degrees 01 minutes 38 seconds East along 'he North line of said Quarter Section 978.29 feet; thence South 00 degrees 18 minutes 25 seconds West 1,336.20 feet; thence South 89 degrees 00 minutes 10 seconds West 978.30 feet to a point on the West line of said Quarter Section; thence North 00 degrees 18 minutss 29 seconds East along said Quarter Section 1,336.62 feet to the place of beginning, containing 30.006 acres, more or less, subject to all legal highways, rights -of -ways, easements, and restrictions of record. This subdivision consists of 30 lots numbered 1 -30 (both inclusive) and 6 Common Areas labeled C.A. #1 -6 (both inclusive). The size of lots and width of streets are shown in feet and decimal parts thereof. Cross - Reference is hereby made to a survey plat prepared by Stoeppelwerth & Associates, Inc. in accordance with Title 865, Article 1, Chapter 12 of the Indiana Administrative Code recorded as Instrument Number in the Office of the Recorder of Hamilton County, Indiana. I, the undersigned, hereby certify that I am a Registered Land Surveyor, licensed in compliance with the laws of the State of Indiana and that the within plat represents a subdivision of the lands surveyed within the cross referenced survey plat, and that to the best of my knowledge and belief there has been no change from the matters of the survey revealed by the cross - reference survey on any lines that are common with the new subdivision. Witness my signature this ______ day of ____________- 2005. S: /52645S2 /LEGAL /S2 -PLAT Dennis D. Olmstead Registered Land Surveyor No. 900012 ot ````1111111111/1/,,fi ISTE••l� •'' :s�` F40 •• �` a No. 900012 1. STATE OF •: 4 9 %IVDIMAN. 0 SURD 'f�11 /11111111 ►`,` "No fence, wall, hedge, tree or shrub planting which obstructs sight lines and elevations between 3 and 12 feet above the street shall be placed or permitted to remain on any corner lot within the triangular area formed by the street right -of -way lines and a line connecting points 40 feet from the intersection of said street lines or in the case of a rounded property corner, from the intersection of the street right -of -way lines extended. The same sight line limitations shall apply to any lot within ten feet of the intersection of a street right -of -way line with the edge of the driveway pavement or alley line. No driveway shall be located within 75 feet of the intersection of two street lines." There are designated parcels as shown on the within plat marked as Sanitary Sewer Easement or S.S.E., designated parcels marked as Drainage Easement, or D.E., designated parcels marked as Utility Easement or U.E. designated parcel marked as Non - Access Easement or N.A.E., and also as Landscape, Maintenance Access Easements, or L.M.A.E., either separately or in any combination of the same. Such designated parcels are hereby subjected to easements, which are hereby created and reserved for the uses defined as follows: (When easements are combined in the same strip of ground or area, all uses specified by each easement description below shall apply.) "Sanitary Sewer Easements" are hereby created for the use of the Developer, and of the Utility, public or private, having jurisdiction over the sanitary waste disposal system. Sanitary Sewer Easements shall be used to construct, extend, operate, inspect, maintain, reconstruct, and remove mains, ducts, or other related utility structures of sanitary sewers that are part of said system, and for Ingress and egress thereto. "Drainage Easements" acre created for the use of the Developer and any governmental agency having jurisdiction over drainage and storm sewer systems to provide paths and courses and a system for natural area and local storm drainage, either overland or in appropriate underground) installations to serve the needs of this and adjoining grounds and the public drainage system. Drainage Easements shall be used to grade, construct, operate, Inspect, maintain, reconstruct, and remove mains, ducts, or other related structures of storm sewers that are part of said system, and for ingress and egress thereto The owners of all lots are and shall be required to keep any areas of their lots designed for the natural flow of water unimpeded, and any improvements made on or under any such easements by the owner are and shall be at the risk of the property owner. "Utility Easements" are icreated for the use of all public or private utility companies, including but not limited to sanitary sewers, gas, phone, electric, water, and cable television companies, but not including transportation companies, for the installation and maintenance of mains, ducts, poles, lines, wires, drains, pipes, and other utility installations for the purpose of furnishing utility services, and for ingress and egress thereto. "Landscape, Maintenance! Access Easements" are hereby created over and across Lots as areas for the installation and maintenance of landscaping, earth mounds, screening material, fencing, walls, neighborhood and community identification signs, directories, lighting, irrigation systems, walking trails and other improvements, and for ingress and egress thereto by the Developer and the Homeowner Association, and /or their assigns. "Non- Access Easements" are created for the specific purpose of restricting access to residential lots from existing public streets. No driveway or access, either permanent or temporary will be permitted across designated non - access easements. "Landscape, Maintenance Access Easement" are created for the specific purpose of access to landscaping, earth mounds, screening material, fencing and walls. "Building Lines" are established as shown on this plat, between which lines and the property lines of adjacent streets, there shall not be erected or maintained any building or structure. All of the foregoing easements shall be deemed to include the necessary rights of ingress and egress, in, along, across and through the some to permit the construction, maintenance, beneficial use and enjoyment thereof for their intended purposes. The owners of all lots in this subdivision shall take and hold title to their lots subject to all of the foregoing easements, and to the rights of any entity entitled to use of said easements for this intended purpose. Pavement or concrete, including driveways and sidewalks, shall not be constructed on or within one (1) foot horizontal distance of any sanitary sewer castings. The center line of all trees must be located a minimum of ten (10) feet from the center of sanitary sewers and manholes and no trees shall be planted directly over building sewers (laterals). Any landscaping placed within easements or right -of -ways is at risk of being removed by utilities without the obligation of replacement. All sanitary sewer, utility and L.W.C. easements may be used for the construction, extension, operation, inspection, maintenance, reconstruction and removal of sanitary sewer facilities and provide Clay Township Regional Waste the right of ingress /egress No mounding, lighting, fencing, signs, retaining /landscaping /entrance walls, irrigation lines, etc. shall be placed within ten (10) feet of the center of the sanitary sewer infrastructure. Any of the above listed items placed within easements or right -of -ways are at risk of being removed by utilities without the obligation of replacement. All homeowners not serviced by gravity sanitary sewer service are responsible for all maintenance, repair and replacement of all grinder /ejector pumps, force mains and gravity laterals from the residence to its connection to the sanitary sewer main. The discharge of clear water sources (foundation drains, sump pumps, roof drains, etc.) to the sanitary sewers is prohibited. Grade changes across sanitary sewer facilities must be approved in writing by Clay Township Regional Waste. This subdivision shall be known and designated as Windsor Grove II a subdivision in Hamilton County, Indiana. All streets shown and not heretofore dedicated, are hereby dedicated to the public. In Testimony whereof, witness the signature of Owner and Declarant this day of 2005, This plat is subject to Covenants, Conditions and Restrictions for Cass Estates as Recorded in Inst. #. in the Office of the Recorder, Hamilton County, Indiana. Steven A. Wilson, President Before me, the undersigned, a Notary Public in and for said County and State, personally appeared Steven A. Wilson and acknowledged the execution of this instrument as his voluntary act and deed and affixed his signature thereto. Witness my signature and seal this day of 2005. County of Residence _ My commission expires: Notary Public Print Name SEAL t . I :• J• I* l•A--i `, Under authority provided by Indiana Code 36 -7 -4 -710, and ordinances adopted by the Common Council of the City of Carmel, Indiana, this plat was given approval by the City of Carmel as follows: Granted Administrative approval by the Department of Community Services pursuant to Article XI of the Carmel /Clay Plan Commission's Rules of Procedure on By-- ---- - - - - -- - - -- Michael P. Hollibough, Director Department of Community Services Carmel, Indiana 9.2 Registered Land Surveyor's Certificate: I, Dennis D. Olmstead, hereby certify that I am a Registered ILand Surveyor, licensed in compliance with the laws of the State of Indiana. That all the monuments shown thereon actually exist and that the location, size, type and material are accurately shown: And that all requirements specified in the subdivision ordinance of the City of Carmel have been met. Dennis D. Olmstead . -4; �•- Registered Land Surveyor 7 No. 900012 = 4 : NO. ; a 900012 _ STATE OF �-9•' �NDIAI P ���1111111111►``` 9.4 Board of County Commissioners Certificate: Under authority provided by Chapter 47. Acts of 1951, enacted by the General Assembly of the State of Indiana, and all acts amendatory thereto, this plat was given approval by the Board of County Commissioners of Hamilton County, Indiana at a meeting held this day of , 2005. Steven C. Dillinger Steven A. Holt BOARD OF COMMISSIONERS OF HAMILTON COUNTY, INDIANA Robin Mills, County Auditor Christine Altman SHEET 4 OF 4 f x 4 II t i I LOCATION MAP ikinrV SHT. DESCRIPTION _ COVER SHEET TOPOGRAPHICAL SURVEY C001 C100 C200 —C201 SITE DEVELOPMENT PLAN /PROPOSED GRADING PLAN C300 —C304 EROSION CONTROL PLAN & SPECIFICATIONS C400 —C406 STREET PLAN & PROFILES /ENTRANCE DETAIL /INTERSECT!iiJ DETAILS/ TRAFFIC CONTROL PLAN /TRAFFIC MAINTENANCE PLAN / PAv�MENT POLICY C500 —0502 SANITARY SEWER PLAN & PROFILES STORM SEWER PLAN & PROFILES C600 -C602 C700 —C701 _ WATER PLAN /WATER SPECIFICATIONS C800 —C803 CONSTRUCTION DETAILS SANITARY STORM STREET HANDICAPPED RAMPS REVISIONS SHT. DESCRIPTION EMS • Developed by 0 °o STEVEN A. WILSON, INC. 937 KEYSTONE WAY CARME L, INDIANA PI IONE # (317)— FAX # (317) -84E . 46082 846 -2555 3 -9594 CONTACT P E RSON, STEVE WILSON SCALE: 1 to = 200' SOILS MAP 30 LOTS 30.006 AC. IRON HORSE LANE NOMA COURT ROXLEY ROAD DESIGN DATA 0.99 LOTS /ACRE 1480.78 L.F. 469.67 L.F. 511.9 6 L. F. SPEED LIMIT: 25 M.P.H. PLANS PREPARED BY: STOEPPELWERTH &ASSOCIATES, INC. CONSULTING ENGINEERS &LAND SURVEYORS 9940 ALLISONVILLE ROAD FISHERS, INDIANA 46038 PHONE: (317)- 849 -5935 FAX: (317)- 849 -5942 PLANS CERTIFIED BY: � 1/3/06 -�- JAMES 0. RINEHART IV DATE PROFESSIONAL ENGINEER NO. 10200495 •" " "" s 21 PRINTED X ....... 49 1 = No. = 10200495 STATE OF • Q "'zEN S .......... 6NAL .. � � \ � � j � � R J � � $ } } � ) ¥ � � ( �� \ % ) ; � :I _ � \ / }| - \ � j ) ^ d 9 4 ) | ] j \ j a \ � / � ; » 9 d ] \ / / q q � #f � °\ #s %� � f �/ � �. } � I � � \ � � � � - � � a � § d ! k § z- �i BM & TBM HISTORY: JRL RAN THE BENCH FROM TBM 1 THROUGH TBM 2 TO TBM 3. FIELD BOOK 416, PAGE 76 -79 REFERENCE BENCHMARK: TBM 1 - A RAILROAD SPIKE IN THE WEST SIDE OF A POWER POLE. SAID POLE IS LOCATED ON THE SOUTH LINE OF CAMDEN WALK SUBDIVISION AND ON THE EAST SIDE OF TOWNE ROAD. (TBM FROM S & A JOB NUMBER 33697) ELEVATION: 870.46' (NGVD 29) TBM 2 - A RAILROAD SPIKE, ONE FOOT ABOVE THE GROUND, IN THE SOUTH SIDE OF POWER POLE NUMBER 39130A. SAID POLE IS LOCATED ON THE NORTH SIDE OF 106TH STREET AND 70 FEET WEST OF THE CENTER ISLAND AT THE ENTRANCE TO KINGSMILL SUBDIVISION. ELEVATION: 891.02' (NGVD 29) TBM 3 - WINDSOR GROVE (S & A JOB NUMBER 33697) ASBUILT SANITARY MANHOLE NUMBER 712. ELEVATION: 880.90' (NGVD 29) BENCH NOTES TYPED BY: RJC 9/19/2005 CHECKED BY: STIR. NO. STR. TYPE T.C. /RIM INVERTS DIR. 600 CONCRETE END SECTION 882.42 W 601 CONCRETE END SECTION Z 884.96 E 602 CONCRETE END SECTION U 882.88 NE 603 CONCRETE END SECTION W 883.06 SW 604 CONCRETE END SECTION W 884.96 NE 605 YARD INLET 888.20 885.31 SW 606 CONCRETE END SECTION 0 884.96 NW 607 CURB INLET (TR) 891.47 886.82 W,SE 608 CURB INLET L 891.47 887.00 W,E 609 YARD INLET 893.12 887.43 E 610 CONCRETE END SECTION 884.96 SW 611 MANHOLE 893.00 886.69 NE,S 612 MANHOLE 892.20 887.16 N,SW 613 CURB INLET (TR) 891.45 887.32 NE,W 614 CURB INLET TL 891.45 887.41 W,E 615 YARD INLET 893.00 889.00 E 616 CONCRETE END SECTION 872.83 NW 617 CONCRETE END SECTION 873.04 SE 618 CONCRETE END SECTION 873.04 NE 619 DOUBLE CURB INLET TL TR 881.68 875.72 SW,NE 620 DOUBLE CURB INLET TL TR 881.68 875.81 SW,NE 621 MANHOLE 882.30 875.87 sw,NE,Nw,NE 622 CURB INLET (TR) 882.02 876.32 NW,SE 623 CURB INLET TL 882.02 876.41 NW,SE 624 MANHOLE 882.00 876.91 SW,NE,SE 625 YARD INLET 884.80 880.68 E,SW 626 DOUBLE CURB INLET TL TR 884.65 881.01 W,E 627 DOUBLE CURB INLET TL R 884.65 881.10 W 628 YARD INLET 880.70 877.70 SW 629 DOUBLE CURB INLET TL TR 881.78 877.02 NE,SW 630 DOUBLE CURB INLET TL TR 880.35 877.21 NE,SE 631 DOUBLE CURB INLET TL TR 880.35 877.30 NW 632 CONCRETE END SECTION 873.04 NW 633 DOUBLE CURB INLET TL TR 884.76 875.88 NW,SE 634 CURB INLET TL 884.76 880.19/876.19 NW,SE 635 YARD INLET 884.40 880.86 SE WATER LATERAL SANITARYI LINE � OF LOT I SANITARY I LATERAL 5' 5' 5' 3 I S.S.D. LATERAL S.S.D. S.S.D. > - W W W WATERLINE TYPICAL uT1uTY LATERAL PLACEMENT LEGEND EMERGENCY FLOOD ROUTE 848 EXISTING CONTOUR EXISTING SANITARY SEWER .- EXISTING STORM SEWER 848.0 PROPOSED GRADE --- 848 PROPOSED CONTOUR PROPOSED SANITARY SEWER ---�- - PROPOSED STORM SEWER oo< PROPOSED SWALE PROPOSED 5' SIDEWALK (BY HOME BUILDER) PROPOSED 10' PATH N.P. M. F. P. G. LOT NUMBER PAD ELEVATION MINIMUM FLOOD PROTECTION GRADE SCALE: 1'= 50' DENOTES 4" SUBSURFACE DRAIN TO LOT DENOTES 6" SUBSURFACE DRAIN ROLL CURB NOTE: DECORATIVE SIGNS, SPRINKLER SYSTEMS, TREES, LANDSCAPING MOUNDS, LIGHT POLES, OR OTHER SUCH AMENITIES ARE NOT PERMITTED IN THE RIGHT -OF -WAY. NOTE: A DEBRIS GUARD SHALL BE INSTALLED ON ALL UPSTREAM OPEN -ENDED INLETS AND AT THE POND OUTFALL PIPE. NOTE: NO PROPOSED DRIVEWAY SHALL ENCROACH ON ANY SIDEYARD EASEMENT. NOTE: THERE ARE TO BE NO WATER VALVES OR MANHOLES WITHIN THE PAVEMENT, CURBS, OR SIDEWALKS. NOTE: ALL EXISTING PAVEMENT SHALL BE SAW CUT TO A CLEAN EDGE WHERE NEW PAVEMENT (FOR WIDENING) IS TO BE INSTALLED ADJACENT TO EXISTING PAVEMENT. NOTE: ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT -OF -WAY SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. NOTE: THE CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE - CONSTRUCTION MEETING TO REVIEW THE DEPARTMENTS CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED CITY RIGHT -OF -WAY. NOTE: FINISHED FLOOR ELEVATIONS OF ALL STRUCTURES SHALL BE NO LESS THAN 2' ABOVE ANY ADJACENT 100 YEAR LOCAL OR REGIONAL FLOOD ELEVATION (WHICHEVER IS GREATER). NOTE: ALL SUB - SURFACE DRAINS SHALL BE DOUBLE WALL HANCORE HI -Q OR EQUIVALENT. EARTHWORK: EXCAVATION A. Excavated material that is suitable may be used for fills. All unsuitable material and all surplus excavated material not required shall be removed from the site. B. Provide and place any additional fill material from offsite as may be necessary to produce the grades required on plans. Fill obtained from offsite shall be of quality as specified for fills herein and the source approved by the Developer. It will be the responsibility of the Contractor for any costs for fill needed. 2. REMOVAL OF TREES A. All trees and stumps from area to be occupied by a road surface area and building pad. Trees and stumps shall not be buried on site. 3. PROTECTION OF TREES A. The Contractor shall, at the direction of the Developer, endeavor to save and protect trees of value and worth which do not impair construction of improvements as designed. B. In the event cut or fill exceeds 0.5 foot over the root area, the Developer shall be consulted with respect of protective measure to be taken, if any, to preserve such trees. T. REMOVAL OF TOPSOIL A. All topsoil shall be removed from all areas to be excavated. Topsoil should be stored at a location where it will not interfere with construction operations. The topsoil shall be free of debris and stones. 5. UTILITIES A. Rules and regulation governing the respective utility shall be observed in executing all work under this section. B. It shall be the responsibility of the Contractor to determine the location of existing underground utilities 2 working days prior to commencing work. For utility locations to be marked call Toll Free 1- 800 - 382 -5544 within Indiana or 1- 800 - 428 -5200 outside Indiana. 6. SITE GRADING A. Do all cutting, filling, compacting of fills and rough grading required to bring entire project area to subgrade as shown on the drawing. B. The tolerance for paved areas shall not exceed 0.05 feet above established subgrade. All other areas shall not exceed 0.05 feet plus or minus the established grade. Provide roundings at top and bottom of banks and other breaks in grade. C. The Engineer shall be notified when the Contractor has reached the tolerance as stated above, so that field measurements and spot elevations can be verified by the Engineer. The Contractor shall not remove his equipment from the site until the Engineer has verified that the job meets the above tolerance. FORM \EARTHWRK T.O.B. .T.O. B.:..,.;.,.,.. ELEV. = 893.00 EXISTING GRADE-\ ` „ ELEV. = 893.00 BOTTOM = 876.96 TYPICAL CROSS SECTION LAKE #1 "A" - "A" NOT -TO -SCALE "HOLEY MOLEY" SAYS: CAUTION 1-800-382-5544 CALL TOLL FREE 1-800-428-5200 FOR CALLS OUTSIDE OF INDIANA LOCATION OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE. (including, but not limited to, manholes, inlets, valves, & marks made upon the ground by others.) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISITING UNDERGROUND UTILIITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. ````` ► ►111111111 / /1���',I %�• p. R I NEy ISE � � Q •. i No. i 1020-495 -o STATE OF &n ���1/1111111 ► ►`` j 0 0 w w U U Of ? o to > Q v' U � O z UP) J Q °8 C18 W W Z W J CD W z W cn O z � o N U rAmP,dal R z 0 Q w 0 Ln a' CD N � I I 00 O 00 d- I_ z � I X N Ui Q) 0 ir__ Ll- (n o o Ln oo rn -D Ln Of I 0 F-° C) d- 0 0 a_ J W Q U DRAWN BY: CHECKED BY: TWF BKR SHEET NO. C200 S & A JOB NO. 52645 Q Z Q D Z Y H Z a U J � = z o � W Q z � W � O � J W 0 U) LL1 � D � � W H J W Q U DRAWN BY: CHECKED BY: TWF BKR SHEET NO. C200 S & A JOB NO. 52645 I }r Y t T 9 3 f-x, BM & TBM HISTORY: JRL RAN THE BENCH FROM TBM 1 THROUGH TBM 2 TO TBM 3. FIELD BOOK 416, PAGE 76-79 REFERENCE BENCHMARK: TBM 1 – A RAILROAD SPIKE IN THE WEST SIDE OF A POWER POLE. SAID POLE IS LOCATED ON THE SOUTH LINE OF CAMDEN WALK SUBDIVISION AND ON THE EAST SIDE OF TOWNE ROAD. (TBM FROM S & A JOB NUMBER 33697) ELEVATION: 870.46' (NGVD 29) TBM 2 – A RAILROAD SPIKE, ONE FOOT ABOVE THE GROUND, IN THE SOUTH SIDE OF POWER POLE NUMBER 39130A. SAID POLE IS LOCATED ON THE NORTH SIDE OF 106TH STREET AND 70 FEET WEST OF THE CENTER ISLAND AT THE ENTRANCE TO KINGSMILL SUBDIVISION. ELEVATION: 891.02' (NGVD 29) TBM 3 – WINDSOR GROVE (S & A JOB NUMBER 33697) ASBUILT SANITARY MANHOLE NUMBER 712. ELEVATION: 880.90' (NGVD 29) BENCH NOTES TYPED BY: RJC 9/19/2005 CHECKED BY: T.C. 877:`1 _ INV.= 872.83 U f-- { a ' i t Y .v t } 3 � � 3 a ti r Y j i. i 0') ; 4 � d xo C) 00 } II: i X w ~'} Lj i ?d 4 W f, z 000 a° (� OF LOT SANITARY WATER ( LATERAL LATERAL 5' 5' 5' SANITARY LINE-\ '1 S.S.D. LATERAL ----- - - --�— - -L= - - - - -- S.S.D. S.S.D. ' v v W W W TYPICAL UTILITY LATERAL PLACEMENT LEGEND EMERGENCY FLOOD ROUTE 848 EXISTING CONTOUR � EXISTING SANITARY SEWER ---� EXISTING STORM SEWER 848.o PROPOSED GRADE 84 PROPOSED CONTOUR PROPOSED SANITARY SEWER �---a— — PROPOSED STORM SEWER oo< PROPOSED SWALE PROPOSED 5' SIDEWALK (BY HOME BUILDER) PROPOSED 10' PATH 4 N.P. M. F. P. G. LOT NUMBER PAD ELEVATION MINIMUM FLOOD PROTECTION GRADE SCALE: 1 "= 50' DENOTES 4" SUBSURFACE DRAIN TO LOT DENOTES 6" SUBSURFACE DRAIN ROLL CURB NOTE: DECORATIVE SIGNS, SPRINKLER SYSTEMS, TREES, LANDSCAPING MOUNDS, LIGHT POLES, OR OTHER SUCH AMENITIES ARE NOT PERMITTED IN THE RIGHT —OF —WAY. NOTE: A DEBRIS GUARD SHALL BE INSTALLED ON ALL UPSTREAM OPEN —ENDED INLETS AND AT THE POND OUTFALL .PIPE. NOTE: NO PROPOSED DRIVEWAY SHALL ENCROACH ON ANY SIDEYARD EASEMENT. NOTE: THERE ARE TO BE NO WATER VALVES OR MANHOLES WITHIN THE PAVEMENT, CURBS, OR SIDEWALKS. NOTE: ALL EXISTING PAVEMENT SHALL BE SAW. CUT TO A CLEAN EDGE WHERE NEW PAVEMENT (FOR WIDENING) IS TO BE INSTALLED ADJACENT TO EXISTING PAVEMENT. NOTE: ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT —OF —WAY SHALL CONFORM TO THE REQUIREMENTS OF THE,,, DEPARTMENT OF ENGINEERING. NOTE: THE CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE — CONSTRUCTION MEETING TO REVIEW THE DEPARTMENTS CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE ' WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED CITY RIGHT —OF —WAY. NOTE: FINISHED FLOOR ELEVATIONS OF ALL STRUCTURES SHALL BE NO LESS THAN 2' ABOVE ANY ADJACENT 100 YEAR LOCAL OR REGIONAL FLOOD ELEVATION (WHICHEVER IS GREATER). NOTE: ALL SUB — SURFACE DRAINS SHALL BE DOUBLE WALL HANCORE HI —Q OR EQUIVALENT. EARTPWORK: i . EXCAVATION A. Excavated material that is suitable may be used for fills. All unsuitable material and all surplus excavated material not required shall be removed from the site. B. Provide and place any additional fill material from offsite as may be necessary to produce the grades required on plans. Fill obtained from offsite shall be of quality as specified for fills herein and the source approved by the Developer. It will be the responsibility of the Contractor for any costs for fill needed. 2. REMOVAL OF TREES All trees and stumps from area to be occupied by a road surface area and building pad. Trees and stumps shall not be buried on site. 3. PROTECTION OF TREES A. The Contractor shall, at the direction of the Developer, endeavor to save and protect trees of value and worth which do not impair construction of improvements as designed. B. In the event cut or fill exceeds 0.5 foot over the root area, the Developer shall be consulted with respect of protective measure to be taken, if any, to preserve such trees. t. REMOVAL OF TOPSOIL A. All topsoil shall be removed from all areas to be excavated. Topsoil should be stored at a location where it will not interfere with construction operations. The topsoil shall be free of debris and stones. 5. UTILITIES A. Rules and regulation governing the respective utility shall be observed in executing all work under this section. B. It shall be the responsibility of the Contractor to determine the location of existing underground utilities 2 working days prior to commencing work. For utility locations to be marked call Toll Free 1- 800 - 382 -5544 within Indiana or 1- 800 - 428 -5200 outside Indiana. 6. SITE GRADING A. Do all cutting, filling, compacting of fills and rough grading required to bring entire project area to subgrade as shown on the drawing. B. The tolerance for paved areas shall not exceed 0.05 feet above established subgrade. All other areas shall not exceed 0.05 feet plus or minus the established grade. Provide roundings at top and bottom of banks and other breaks in grade. C. The Engineer shall be notified when the Contractor has reached the tolerance as stated above, so that field measurements and spot elevations can be verified by the Engineer. The Contractor shall not remove his equipment from the site until the Engineer has verified that the job meets the above tolerance. FORM \EARTHWRK T.O.B. T. 0. B. 171 Ev_ = 880.00 EXISTING GRADES ELEV. - 880.00 BOTTOM - 865.04 TYPICAL CROSS SECTION LAKE #2 "B " — "B" NOT -TO -SCALE "HOLEY MOLEY" SAYS: CAUTION m Cn z O M Li W bi Q .� O. R I NEy �•, I 19; �GXSTERF •'••. iL��•• � o - +` No@ — 10200495 _ -o STATE OF Q i ',* ' 86NAL � .•����` '1111111111111 "% %` (0 0 LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE. (including, 0 w but not limited to, manholes, inlets, valves, & w marks made upon the ground by others.) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO w U BE OTHER EXISITING UNDERGROUND UTILIITIES • V V FOR WHICH THERE IS NO ABOVE GROUND z _ Q., o U EVIDENCE OR FOR WHICH NO ABOVE GROUND .. V) LLJ > O N OF SAID EXISTING UNDERGROUND UTILITIES TWF � CD N ,n I SHOULD BE VERIFIED BY THE CONTRACTOR oo 1'-0 00 CALL TOLL FREE PRIOR TO ANY AND ALL CONSTRUCTION. — O FOR CALLS OUTSIDE OF INDIANA Z Q mot- r� `- rn C� J z `� LIJ Q C 0 r__ 00-0 LL N oo W NO a� LLJ Z -o Ln a, Q) CD 0000 LLJ o Q W z o w cn C:) z � o N U z Q J � W Z > W 0 (OD O � � O w N w � p Z W � Q z Q z I— z 0 U z 0 E— J Z S &A JOB NO. 52645 LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE. (including, but not limited to, manholes, inlets, valves, & w marks made upon the ground by others.) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISITING UNDERGROUND UTILIITIES FOR WHICH THERE IS NO ABOVE GROUND U EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIUEIVCE NVfiS UI��tK�tu. i'rlt tAL i 'ui�11'IV1vS DRAWN BY: CHECKED BY: 1--382-5544 8 OF SAID EXISTING UNDERGROUND UTILITIES TWF B K R SHOULD BE VERIFIED BY THE CONTRACTOR SHEET NO. CALL TOLL FREE PRIOR TO ANY AND ALL CONSTRUCTION. 1-800-428-5200 FOR CALLS OUTSIDE OF INDIANA S &A JOB NO. 52645 4= THIS S EET TO : E USED FOR EROSIO CO TROL O L . PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL: STEVE WILSON STEVEN A. WILSON, INC. PHONE # (317) - 846 -2555 a t a,•*,,,�� __."_ _" ...... ,w .,> ....• __` _„ ....._, ... .. __r -•... ___w Y. '___ -- ,..._.. ":_.....,...,..,_.,.... � M _.__ -- ” t o ?a/ ,I _ ._. ..,.., .. i> _w_..a• ..<-- ,..._ „,- --- _--- -_.,___ _.,..,.__.. ._,._. - _- .._._,. - ---_. ..., I ,,... � ._. «- � )) Cl �r z Q ,= J + a 3 Y� n i� `\ 1. w 4 1 ? a . . >:. :, t.... __ - •c »as .,i >._. y r.. , --,-�Y .. } 1 Q. . :. 3` a x .,,..., _ '`;, a,,:... < _.. a"t _. ,_.... ,,.,......,iG,...,,w ..........._. }` , -..r <•w `. ✓•., 3._:. f ... .. ..,.. ,. .. __.._...._ �.. ,. f [.., .:_,......_rwwv \ - :• � / .w_ n .:/>µ .. < < b `w _ _ _ ......... „ `<i:�` .« ,. ._>„ _ _ . ------ .� .� .. .. ,. _ ., � .. __x ,. 4 . 1 -c.r. . _w.._, .,_..., ./ • w ,,......; _ ;:,.s.._ x ._,_.:_.._.._._......:r - «..•:..:s.n, xt .:.-.. .. ,:..., .'. - ...�1 � _ _ .... r „.. ...........,, •-` Vi ^^ O ' f- .. '` __ °° ____ ,,,- ......_ ,. _x r... ... < �,�..:.. __._ � �,r CD . ___....__.. ._ -.,, ,_ .: • __..- ._. .. _______.____ w STREET ,.- _....._.,,_, ___ „_. , 10 6TH Y -------- ___w w ; �- . - _.... _ „._-___ ._.__.___ - \i a ..________.- ---- _ __ ,.._ ,__- . ________, _w __________ ....,..,.__..,__......_. ....� . �_1 ____ __ ___,_,_.__w ( dii _ ” SCALE: 1 "= 50' 0 0 0 0 0 0= Construction Limits C�1 (SF) G==m Denotes silt fence to be installed Temporary straw bale dam to be removed during blanket installation. Denotes permanent seeding & mulch areas Seeding rate: 130# /acre or 3# /1000 S.F. Seeding mixture: 25% creeping red fescue 35% perennial rye 40% Kentucky bluegrass Denotes seeding w /fiber blanket #S150 by North American Green Seeding rate: 110# /acre or 2.5 #/1000 S.F. Seeding mixture: 38% Kentucky 31 fescue 19% perennial rye 19% annual rye 14% orchard grass 107. Kentucky bluegrass Denotes temporary seeding & mulching. +++++++++ Seeding rate: 50# /acre Seeding mixture: 100% perennial rye. Temporary geotextile bags to be installed at curb inlets. The following is a list in sequence of construction activities to control soil erosion: 1. The contractor shall schedule a Pre — construction meeting with the Hamilton County Soil and Water Conservation District prior to any construction on the site being started. 2. The construction entrance installed. 3. Posting sign installed 4. Install perimeter silt fence 5. Maintenance and Refueling area constructed 6. Concrete washout area constructed 7. Construct pond. All material excavated in this process shall be used to grade site. 8. Rock Horseshoe Dam in Lake constructed 9. Grade site (sides of swales, mounds and ponds to be seeded and mulched immediately upon completion). Temporary seeding shall be recommended for all swales and disturbed areas that cannot be final seeded within a 15 day time period to prevent erosion. For temporary seeding, the contractor shall utilize a fast growing seed of either oats, annual rye grass, wheat or rye depending on time of year. Disturbed areas should be kept to a minimum at all times. All Common Areas to be topsoiled & fertilized based on soil type utilizing low or no phosphorous fertilizer. 9.Storm inlets are to be protected immediately after installation. 10. Contractor shall control mud accumulation on all streets surrounding project by installing stone surface at all locations where construction traffic leaves the site. Dust shall be kept to a minimum by utilizing sprinkling, Calcium Chloride, Vegetative cover, spray on adhesives or other approved methods. 11.Maintain all filters and traps during construction to prevent any blockages from accumulated sediment. Additional seeding and straw bales may be required during construction as specified by Engineer or Soil Conservation Service. Payment for additional straw bales shall be at the contractor's expense. Payment for additional rip —rap (not shown on plans) and seeding shall be paid for on a unit basis. 12. Contractor shall install all sanitary sewers, storm sewers, subsurface drains, and water mains. Straw bale filters shall be installed at all storm inlets (including street inlets). 13. All disturbed areas to be temporarily seeded. NOTE: TO CONTRACTOR 1. Prior to any work commencing contractor shall install stone drive at entrance, and all silt fences shown on plan. 2. Upon completion of the storm structure from being built the fabric drop inlet protection is to be installed ON curb inlets and straw bales on yard inlets immediately. 3. Upon completion of the swale construction, contractor shall notify engineer to as— built, upon review of as —built engineer shall notify contractor to install the erosion control blankets as soon as possible. FORMS/22687 O • R I NE H • • I • • .• ST - 1 E R i Q' . L 0 00 No. 102495 00 -o ': STATE OF '''��1 /111111 { { {•``` 1 Q0 0 W lL rz W U U � 0 Q v' U � O Z Q 48 48 w w � z w s � Wvii O z �. o � U N L CD `t o � N Lh I I 00 0 00 d- r` rn Z � � 00 a� LL- C) CD Lo 00 r0 Ln ry I Q) LL_ o f° U CD d- C: 0-) o rn � M (n Z 0 Cn W Ly- Q Ld z � 0 0 V) o � � z LLJ � G ry W � J w Q DRAWN BY: CHECKED BY: TWF BKR SHEET N0. C302 S &A JOB NO. 52645 Q Z Q Z z Q ,= J z 0 U Z O � J :�i Q O O U CD z � 0 0 V) o � � z LLJ � G ry W � J w Q DRAWN BY: CHECKED BY: TWF BKR SHEET N0. C302 S &A JOB NO. 52645 THIS S EET TO : E U EDD FOR EROOSIO COO TROL OO L . PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL: STEVE WILSON } f R S I a i 4 < C j# w r } ` 1 # e r: f F r < Y w � I F Z ? Y 7 T S t x � t f `i a 1 Y � c .f �t k �_- III- --� _ 111=11 r. < 1 I 1 -I 1 I` -I 114 IM I l e :> III -I f -III -- l r y e ry > : r A 1 } r - i r , T f , / \ u ., //X / ol } a < I_-•.• -III_ ( d , {. ;� < 1a r .y < .> .....: r i^,�._ t a -,...' r -:_,d •! ` ifl ; � � ,!`� \ / \ / \/ / / � / � �.... �.. /,.. � �,.. /.... � -' f / / / / / / / / / / / / / / �., -.- r . / / . /. ,� ,� ,� .— _ .� / 1 !- II < / 1\\\\\ \\ \\\\\ \ \ \ \\ \� \ \_\ \_ \_\ \ \\\ \. ol . \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ , < YI -I - , I < ,. �..� 11=1 I t —I I r_-I i r-1 I l-1 I I -1 I I -i f I -11 t -I f 1_11 -1 I^ I I !"�I 1 111 I I� _ -, , ,_, ,, -� I I -1 I � - -1 1 1- III - III --1 I .- t t -r t 1—I 1 I --III I -► i.-1 � ��I 11 III I !^-I I �-1 I I^I 11 =1 11 =1 11 =1 I I -i i MI 11 -1 11 -1 I l -1 11-I 111 t f I I�I !Ill 9if_II1 .y - - - - „ _ :.t I I I I t III !! I !! {�-1 I I_I f I_I I 1 -1 I ! -I i 1_11 I_fi I I_I I I-i I I-1 I --- - -- III I I- -I I I_I I I_I I I_I I I -I I I_I I_I I I_I 11- 1-11 l I_I I I (I III -III I l I l I III III III III III ! ! I III -1 ! I ! I _III —I I I_l I I_I 11=+ I I- I_ I_I I I_I I I_I I III_ -III �L I _ _ _ _ _ _ - _ 11! L _ _ I —I , I_I I I —I I I�I I I —III I I _ _ I— III — III — III — III —III III I I _ — _ — — — — — — — — — — '^ '� I-�I I Il I l " •. '. '° .. ... -,,, —, ,, —, , i -r 1 I - -1 1 Ir. 11 1 -1 I I .. , I I_,, ,, , ,_, , , ,, —, ,, —, ,, —, , ,_, , ,_, , ,__, , ,_i � i� � �_Ti�l 1 1 -1 1 1 -1 1 1--�1 ► � —� � 1 -1 1 I�-�1 1 I�-� -1 11 I I 1 I 11� I I —I 1 I I I �1 =111. 111 TtI rtr-- til— rir--- rrl— lit— rit— rit— �— rrr— L— I�r-- rr1— �► —r1� r a 11=1 11=1 11 =1 I I-- 111 =1 I- -I 11 =1 I I-1 I I 1' -1 11= 11-1 T l- II I -1 11 =1 I I -1 I F- i I -1 I Fes= I-1 I i -1 T I-1 I I -1 11 -i I I =1 I I =fi 11 =1 T I -1 I I�I I I-1 11= � l -� I_I� � (��,► I�I 111 , �..�... ',_.. - «w __.. _.., .. \' I I -1 I -I IL\f --I I II F,i...,,, l 11-1 I I I I r I r r III ► I 1 1 1 -- _.._ II 11-i _.__ ___.,.__...., __. 111 ,__.,......_, ..� _., _. xA f III -I I t ------------ t J V : \ L l .. -,., _• � �- >>� � tr ,. ....,,,,,..,.,,. .....,,_..........,......,,_,,. ----- .. •- .� ' ,Y , \ /° ___wow • / <, a �, y \ 1, I el < a S w t } SCALE: 1 "= 50' 0 0 0 0© o o Construction Limits © (SF) © Denotes silt fence to be installed �c 191 Temporary straw bale dam to be removed during blanket W installation. f1 �—` permanent seeding & mulch areas FIAIDenotes Seeding rate: 130# /acre or 3# /1000 S.F. Seeding mixture: 25% creeping red fescue DRAWN BY: TWF 35% perennial rye Z 40% Kentucky bluegrass Denotes seeding w /fiber blanket #S150 by North American Green Seeding rate: 110# /acre 2.5# /1000 S.F. or U Seeding mixture: 38% Kentucky 31 fescue 19% perennial rye O 19% annual rye � 14% orchard grass 10% Kentucky bluegrass +++++++++ Denotes temporary seeding & mulching. +++++++++ Seeding rate: 50# /acre + + + + + ++ Seeding mixture: 100% perennial rye. ED Temporary geotextile bags to be installed at curb inlets. The following is a list in sequence of construction activities to control soil erosion: 1. The contractor shall schedule a Pre — construction meeting with the Hamilton County Soil and Water Conservation District prior to any construction on the site being started. 2. The construction entrance installed. 3. Posting sign installed 4. Install perimeter silt fence 5. Maintenance and Refueling area constructed 6. Concrete washout area constructed 7. Construct pond. All material excavated in this process shall be used to grade site. 8. Rock Horseshoe Dam in Lake constructed 9. Grade site (sides of swales, mounds and ponds to be seeded and mulched immediately upon completion). Temporary seeding shall be recommended for all swales and disturbed areas that cannot be final seeded within a 15 day time period to prevent erosion. For temporary seeding, the contractor shall utilize a fast growing seed of either oats, annual rye grass, wheat or rye depending on time of year. Disturbed areas should be kept to a minimum at all times. All Common Areas to be topsoiled & fertilized based on soil type utilizing low or no phosphorous fertilizer. 9.Storm inlets are to be protected immediately after installation. 10. Contractor shall control mud accumulation on all streets surrounding project by installing stone surface at all locations where construction traffic leaves the site. Dust shall be kept to a minimum by utilizing sprinkling, Calcium Chloride, Vegetative cover, spray on adhesives or other approved methods. 11.Maintai n all filters and traps s durin 9 construction to prevent any blockages from accumulated sediment. Additional seeding and straw bales may be required during construction as specified by Engineer or Soil Conservation Service. Payment t for addi tional straw bales shall be at the contractor's expense. Payment for additional p y tonal rip —rap (not shown on plans) and seeding shall be paid for on a unit basis. 12. Contractor shall install all sanitary sewers, storm sewers, subsurface drains, and water mains. Straw bale filters shall be installed at all storm inlets (including street inlets). 13. All disturbed areas to be temporarily seeded. P Y NOTE: TO CONTRACTOR 1. Prior to any work commencing contractor shall install stone drive at entrance, and all silt fences shown on plan. 2. Upon completion of the storm structure from being built the fabric drop inlet protection is to be installed ON curb inlets and straw bales on yard inlets immediately. 3. Upon completion of the swale construction, contractor shall notify engineer to as— built, upon review of as —built engineer shall notify contractor to install the erosion control blankets as soon as possible. FORMS/22687 1' Z O CO LLJ Y cQ Q ��. p• R I NE ti Xp • No. 10200495 STATE OF Q 0,�• ••.. NDIA1 '.••• 0I �&/6NAL t� *00% IIIII0 1 QJ O Q Z W Q f1 �—` J W Z CK U DRAWN BY: TWF CHECKED BY: BKR Z D W O U Z O � W > < I z o U o � U U � - O W In CD N ry � o N in I 00 rf) d- - o °O Q r r— z x 00 N 48 Cn _� r1 CD o W W o� C� •> 00 LL_ W O'^ J U v / Q I `� W Z o CT) 0 O n W Cn 0 Z � O � U z � 0 0 (of) U) o � � z w � G Q Z W Q f1 �—` J W Z CK U DRAWN BY: TWF CHECKED BY: BKR Z O U Z O � > < I z o o � U C� z � 0 0 (of) U) o � � z w � G W f1 �—` J W CK U DRAWN BY: TWF CHECKED BY: BKR SHEET N0. S &A JOB NO. 52645 ;V I I I I 4 r I ? - t I THIS S EET TO : E USED OO R EROO SIOO COO TROD L O L . PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL: STEVE WILSON STEVEN A. WILSON, INC. PHONE # (317) - 846 -2555 SEASONAL SOIL PROTECTION CHART STABILIZATION PRACTICE JAN. FEB. MAR. APR. MAY JUN. JUL. AUG. SEPT. OCT. NOV. DEC. PERMANENT A * / / /// / / / / //* * / //) SEEDING DORMANT SEEDING B ) B SEEDING E * / / / / / / //* > SODDING F ** * / / / / / / / / / / / / //* > MULCHING G > Seedbed Preparation for Permanent Seeding 1. Test soil to determine pH and nutrient levels. (Contact you county SWCD or Cooperative Extension office for assistance and soils information, including available testing services.) 2. If soil pH is unsuitable for the species to be seeded, apply lime according to test recommendations. 3. Fertilize as recommended by the soil test. If testing was not done, consider applying 400 -600 lbs. /acre of 12 -12 -12 analysis, or equivalent, fertilizer. 4. Till the soil to obtain a uniform seedbed, working the fertilizer and lime into the soil 2 -4 in. deep with a disk or rake onernted across the slope. A = KENTUCKY BLUE GRASS 40 lbs. /AC.: CREEPING RED FESCUE 40 lbs. /AC.: PLUS 2 TONS STRAW MULCH /AC. OR ADD ANNUAL RYEGRASS 20lbs > /AC. B = KENTUCKY BLUE GRASS 60 lbs. /AC.: CREEPING RED FESCUE 60 lbs. /AC.: PLUS 2 TONS STRAW MULCH /AC. OR ADD ANNUAL RYEGRASS 30lbs > /AC. C = SPRING OATS 3 BUSHEL /ACRE D = WHEAT OR RYE 2 BUSHEL /ACRE E = ANNUAL RYEGRASS 40 lbs. /AC. (1 lb./1000 sq. ft.) F =SOD G =STRAW MULCH 2 TONS /ACRE - ANCHOR ALL MULCH BY CRIMPING OR TACKIFYING *///* = IRRIGATION NEEDED DURING JUNE JULY AND/OR SEPT. ** = IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD Rule 5 requires all disturbed areas likely to be idle for 15 day shall have surface stabilization applied. When weather conditions prevent rapid germination of grass, then 2t /ac mulch will be used to ensure ground stabilization requirements are met. rop Inlet Protection Basket It is the intent of this device to detain water for the purpose of allowing suspended solids in the water to settle out before the water enters the storm structure. Some filtering will occur as water passes through the device. The bottom of this device is to seal against the flat outer part of the casting. The overall imension of the basket shall be no smaller than the water inlet perforations in the casting and no larger than the outer dimensions of the casting. The height shall be 15" he basket frame shall be welded wire mesh rolled or bent and welded to itself to fit the casting. The wire size shall be no smaller than .149" dia. and openings no larger than 18 q in. It is important that the bottom of the wire frame be smooth so as not to allow any leakage between the basket and casting. The top of the basket shall be open to prevent flooding during heavy storm events. abric shall be woven polypropylene allowing 15- 25gal/min /sq in. If non -woven fabric is used, the maintenance intervals should be increased to replace silt laden fabric. The fabric shall be attached to the frame and folded under the bottom to help seal against the asting. This device should be used in conjunction with other Best Management Practices to maximize the efficiency of the erosion control plan. uppliers for this product include: Lakeside Supply Inc. (317) 281 -2661, Turfgrass Inc 317) 894 -3276. FENCE POST (2x2 HARDWOOD POST) SILT FENCE MATERIAL 61-8„ I / ,I, 'I 1*11114����� 3' GROUND SURFACE 1' FENCE POST SHOULD SILT FENCE MATERIAL SHOULD BE BURIED -%w 1' BELOW BE BURIED 6" BELOW GROUND GROUND SURFACE. SURFACE. SILT FENCE DETAIL NOT -TO -SCALE Exhibit 3.74 -C. SI),0 ltloations i nliiiuina tot' Silt Fence Fabdo. Physical property " Woven fabric Noti -woven fabric Filtering Aciclicy .85% � 85% Tensile strength ut 4' � 4' " " - " 20670 clol;igation: Standard strength 30 lbs. /linear in. 50 tbs./fincar in. Uxtru strength 50 lbs, /liocar in. 70 lbs. /lint<ar in. Shirry flow ritte 0.3 gal. /min. /sq.l't. 4.5 gal j lihi. /sqk Water flow rate '15 e,i't1, /Itiil4, /s(1,ft. 220 gill, /Min. /sqk UV resistance 70' - /tp 85% 1 STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN GREEN EROSION CONTROL BLANKETS. STAPLE PATTERNS WILL VARY DEPENDING UPON SLOPE LENGTH, SLOPE GRADE, SOIL TYPE AND AVERAGE ANNUAL RAINFALL. 300 275 250 225 200 � 175 W 150 J w 125 o 100 u7 75 50 25 FT. 4:1 3:1 2:1 1:1 LOW MED /HIGH FLOW FLOW CHANNEL CHANNEL AND SLOPE GRADIENT SHORELINE . B A. C C B C D A A B B C 2, 2, 6' i __ 6' - I I � � 4' � 4' " " - " 3, EROSION CONTROL BLANKET STAPLE PA TTERN GUIDE NOT -TO -SCALE CONSTRUCTION SEQUENCE FOR BUILDING SITE EROSION CONTROL PRACTICES DROP INLET PROTECTION REAR YARD DRAINAGE SWALE ° ° ° PROPERTY LINE/ ° °` ° ° °` DRAINAGE SWALE SUBSOIL STOCKPILE SF SF EXISTING DRAINAGE / E4 I Z:L�/ Z�� \ FINISHED DRAINAGE AREA TO BE TOP- ° ° _ a SOILED, SEEDED, o PS TOPSOIL �.^� 4D o .. AND MULCHED STOCKPILE d�a;�1S TREE CONSERVATION BY OWNER AT COMPLETION OF CONSTRUCTION. SF SILT FENCING PALIMAR IS TO BE HOUSE USED IF GRASS �- GARAGE -'~ GROWTH IS NOT \ . . GRAVEL ENTRANCE/ POSSIBLE. ., .. , • CONSTRUCTION EXIT PAD PS ' f... o ENTRANCE/ EXIT a FQ \ ,, o a I . CURB INLET SIDE YARD SF SF . ' ; . PROTECTION DRAINAGE SWALE • . •, o� �J Pp � b� d � 40 °9O � s�_o,. 0 ��Q I � q10 ° C:�5 L_- 1 0'_0" 4��' z � q(0 STREET SIDE- WALK EXISTING CURB AND GUTTER CURB INLET PROTECTION SEE STORM WATER POLLUTION & PREVENTION NOTES BELOW INDIVIDUAL LOT STORIAWATER POLLUTION & PREVENTION DETAIL NOT-TO-SCALE STORM WATER POLLUTION & PREVENTION NOTES: (A) All storm water quality measures, including erosion and sediment control, necessary to comply with this rule must be implemented in accordance with the plan and sufficient to satisfy subsection (b). (B) Provisions for erosion and sediment control on individual building lots regulated under the original permit of a project site owner must include the following requirements: (1) The individual lot operator, whether owning the property or acting as the agent of the property owner, shall be responsible for erosion and sediment control requirements associated with activities on individual lots. (2) Installation and maintenance of a stable construction site access. (3) Installation and maintenance of appropriate perimeter erosion and sediment control measures prior to land disturbance. (4) Sediment discharge and tracking from each lot must be minimized throughout the land disturbing activities on the lot until permanent stabilization has been achieved (5) Cleanup of sediment must be redistributed or disposed of in a manner that is in compliance with all applicable statutes and rules. (6) Adjacent lots disturbed by and individual lot operator must be repaired and stabilized with temporary or permanent surface stabilization. (7) For individual residential lots, final stabilization meeting the criteria in section 7(b)(20) or this rule will be achieved when the individual lot operator: (A) completes final stabilization; or (B) has installed appropriate erosion and sediment control measures for an individual lot prior to occupation of the home by the homeowner and has informed the homeowner of the requirement for, and benefits of, final stabilization. 7(b)(20) Final stabilization of a project site is achieved when: (A) all land disturbing activities have been completed and a uniform (for example, evenly distributed, without large bare areas) perennial vegetative cover with a density of seventy percent (70 %) has been established on all unpaved areas and areas not covered by permanent structures, or equivalent permanent stabilization measures have been employed; and (B) construction projects on land used for agricultural purposes are returned to its preconstruction agricultural use or disturbed areas, not previously used for agricultural production, such as filter strips and areas that are not being returned to their preconstruction agricultural use, meet the final stabilization requirements in clause (A). ° �Z Assessment of Storm water Pollution Prevention Plan p a = Construction Component 00 0 B1. Description of Potential Pollutant Sources Associated with the ��C� 1 5' -0" Construction Activities: Potential Pollutants during construction includes: Q� Concrete waste water, trash, fossil fuels, oil, grease, paint. Exposure of these Q pollutants to storm water runoff should be mimized by performing activities Oa � Q O such as, equipment storage, refueling, maintenance and port-a -let placement in I 0 designated areas as shown on sheet C300. In the event of accidental 1 0 contamination all efforts should be made to remove contaminants in an appropriate manner. The appropriate Fire Department should be contacted immediately to determine if further measures are needed 3' -0" RIP -RAP DETAIL B2. Sequence Describing Storm water Quality measure Implementation NOT- TO -sc� Relative to Land Disturbing Activities: See Construction Sequence on Sheets C300 -C303 Assessment of Construction Plan Elements B3. Stable Construct on Entrance Locations and Specifications: The Al. See She( `s C300 thru C303 construction entrance is shown on sheet C300 along with the details of installation and specification of maintenance on this sheet. A2. See Attachment. B4. Sediment Control Measures for Sheet Flow: The areas of runoff in a sheet A3. Narrative Describing Project Nature and Purpose: This project is flow condition are shown on sheet C300. Silt fence is the primary measure used Windsor Grove II, a residential subdivision. The purpose of this project to eliminate this type of erosion and details are shown on this sheet. is for future residential construction. B5. Sediment Control Measures For Concentrated Flow Areas: The concentrated flow areas are the proposed swales. Erosion control blankets and A4. See map included on this sheet. temporary straw bale dams are proposed for use in these areas. Temporary dams shall bie removed once seeding is established See sheets C300 -C302 for locations. A5. Legal Description of the Project Site: Legal descrition is shown on this B6. Stormy Sewer Inlet Protection Measure Locations and Specifications: sheet. The latitude is 39'-05'-88" and longitude is -86'-2l'-39". Baskets and stone bags are shown to be placed at inlets. Locations are shown on sheet C300 -C301 and details are shown on this sheet. A6. See Sheet C200 -0201 B7. Runoff Control Measures: The lake areas are to be utilized for temporary . sediment traps. These are to be constructed as early as possible to speed the A7. Hydrologic Unit Code: 05120201100130 removal of sediment (See construction sequence on sheets C300 - C301). A8. State or Federal Water Quality Permits: None B8. Storm water Outlet Protection Specifications: All end sections of an outlet A9. Specific Points Where Storm water Discharge Will Leave This Site: are shown to be rip - rapped to prevent scour erosion. Rip -Rap is shown on The storm water will leave the site through the lake outlet pipes to the South the site development plans and storm water pollution &prevention plans. of this property into Long Branch Creek/J.W. Brendle Drain. See detail shown on this sheet and C801. See sheet C200. A10. Location and Name of All Wetlands, Lakes, and Water Courses on And Adjacent to the Site: None B9. Grade Stabilization Structure Locations and Specifications: Not necessary All. Identify All Receiving Waters: This site drains to the Southeast into Lake #1 on site and then discharges to the South into Long Branch Creek/J.W. Brendle Drain. B10. Location, Dimensions, Specifications and Construction Details of Each Storm water Quality Measure: Each measure is shown on the plans along with the appropriate details and specifications. Al2. Identification of Potential Discharges to Groundwater: None Bll. Temporary Surface Stabilization Methods Appropriate for Each Season: The storm water pollution & prevention plans along with the detail sheet provides different methods and sequences for each measure to be utilized A13. 100 Year Flood plains, Floodways and Floodway Fringes: There are no (See seasonal soil protection chart on this sheet.) flood plains, floodways or floodway fringes on this site. B12. Permanent Surface Stabilization Specifications: The permanent A14. Pre - Construction and Post Construction Estimate of Peak Discharge: stabilization methods are specified on the storm water pollution & prevention plans. Post- Developed: 2 year =1.59 c.fs. South into 2 year = 13.41 c.fs. South from Lake 2 The sequencing is specified on this sheet.(See seasonal soil protection chart on this sheet). 10 year= 3.54 c.f.s. Towne Lake 10 year= 14.92 c.fs. of Windsor Grove I 100 year = 5.89 c.fs. 100 year = 17.03 c.fs. B13. Material Handling and Spill Prevention Plan: In order to minimize the release of potential pollutants during construction the Contractor an a Including Upstream Watershed: - shall implement this material handling and spill prevention plan. The Contractor shall A15. Adjacent L dus g p review this plan with all subcontractors and require that they implement the plan as well. West: residential East: residential 1. Construction Equipment North: residential a. Fueling, lubrication and fluids: All operations involving the addition of fluids South: residential to equipment should be done in one location, as designated on Sheet C300, so that spills are limited to one location on the site, which will facilitate the cleanup See Sheet C200 -0201 of spills. If an onsite fueling tank is planned to be on site, it shall be double A16. walled and stored in this designated area. This location is an area that will not allow spilled fluids to migrate into subsurface soils. In the event of a spill, the A17. Identification of existing vegetative cover: fluid shall immediately be cleaned up by removing the contaminated soil or This site is entirely covered by crop residue. stone which shall be disposed of in an acceptable manner. Spills on hard surfaces shall be soaked up by an acceptable material such as Oil Dry and the A18. See Ma & descriptions included on this sheet. absorbent material disposed of in a proper manner. The spill shall also be Map p reported immediately to the Contractor's superintendent. b. Equipment repair, especially when fluids must be removed from the A19. See Sheet C200 -0201 equipment or the possibility of fluid spills is high, should always be done offsite at a facility that is more suitable than a construction site to handle spills. When equipment must be repaired onsite it should be moved to the maintenance and A20. See Sheets C500 -0502 and C700 -0701 fueling area if possible. Otherwise, suitable containers should be placed under the equipment during repair to catch any spilled fluids and these fluids should A21. Locations of proposed soil stockpiles, borrow and/or disposal areas: be disposed of in a proper manner. All topsoil is to be relocated to non - building areas. Non - building areas would be C. All reusable fluid containers, such as gasoline cans, shall be inspected for considered common areas, rear yards, etc.. Their will be NO borrow areas leaks each time they are used. If leaks are found, the fluid shall be removed associated with this project. from the container in a proper manner and the container disposed of in an acceptable manner. Empty disposable containers, such as grease tubes and A22. See Sheet C100 lubricating oil and brake fluid containers, and their packaging, shall be disposed of in a proper manner and shall not be left on the ground or in the open on the . construction site. A23. See Sheet C200 -0201 DROP INLET PROTECTION SOIL SALVAGE AND UTILIZATION PS PERMANENT SEEDING B13 cont. 2. Construction Materials and their Packaging a. Erosion control measures shown on these plans shall be implemented prior to and during construction in the proper sequencing to minimize soil erosion. Erosion controls shall be inspected and maintained as described elsewhere in Excessive dusting of it on hall minimized b these plans. so o e site s be by reducing construction traffic across bare soil during dry and/or windy weather, and by applying water or other acceptable dust control measures to the soil. Upon completion of construction and suitable establishment of permanent vegetation, temporary erosion control measures such as silt fence, check dams and inlet protection devices shall be removed in a manner to minimize additional land disturbance. Any areas disturbed by these operations shall be properly revegetated b. Large waste materials created by cutting, sawing, drilling, or other operations shall be properly disposed of in suitable waste containers. The site shall be checked at the end of the day, as a minimum, and all waste materials, including those blown across or off the site by wind, shall be picked up and disposed of in suitable containers. Where possible, operations such as sawing that create small particles should be performed in one spot in an area protected from wind, and waste particles collected and disposed of frequently to minimize wind dispersal. Packaging used to transport materials to the site for construction of the facility shall be disposed of properly, whether the material is taken out of its package and incorporated into the project immediately or stored onsite for future use. Packaged materials stored onsite shall be inspected regularly and any loose packaging shall be repaired or disposed of properly. 3. Concrete Waste Water a. All concrete waste water shall be disposed of in the designated area as shown on Sheet C300. This area is a 4' high, 10' diameter doughnut type mulch berm which shall be constructed over a geotextile fabric. This area shall be inspected on a daily basis as a minimum. When this area becomes full, the pollutants shall be excavated, placed in an acceptable container and disposed of in a proper manner. 4. Paint Products a. All excess paint and there related products shall be disposed of in the manner at which the manufacturer suggest. Under NO circumstances will paint or their related products be cleaned or disposed of in soil, sanitary sewers, storm sewers or detention basins. Any violation of this shall be reported to the job superintendent. 5. Spill Response In the event of small spills, please contact the construction supervisor. In the event of spills that require removal of soils or other materials, please contact the construction supervisor, developer, County Surveyor's Office and the Local Fire Department. In the event of spills that have potential groundwater or surface water contamination, please contact the construction supervisor, developer, County Surveyor's Office, Local Fire Department, and IDEM. 5. Emergency Numbers: Emergency Response 911 Carmel Fire Department (317) 571 -2600 Carmel Police Department (317) 571 -2545 Indiana Department of Natural Resources (812) 477 -8773 Indiana Department of Environmental Management (317) 233 -7745 Hamilton County Soil and Water (317) 773 -2181 Hamilton County Surveyor (317) 776 -8495 Steven A. Wilson (317) 846 -2555 B14. Monitoring and Maintenance Guidelines for Each Proposed Pollution Prevention Measure: Person in charge of and knowledgeable about erosion and sediment control shall inspect the site for storm water pollution prevention deficiencies at least daily and again within 24 hours of every 1/2 inch rain event. See Erosion Control Notes on this sheet for specifications. B15. Erosion and Sediment Control Specifications For Individual Building Lots: Construction sequence for individual building lots is shown on this sheet. Storm water Pollution Prevention Plan - Post Construction Component Cl. Description of Pollutants and Their Sources Associated with the Proposed Land Use: Proposed site will be a single family subdivision. Potential pollutants from this type of development include, but are not limited to: nutrients and pesticides, fluids and debris from parked vehicles & vehicular traffic which could include: fossil fuels, oil, grease, antifreeze, brake fluid, window washer fluid, rubber, plastic, &metal fragments, grit (sediment) from wearing of the road surface, trash (including bacteria and other biological agents contained in the trash) from littering and other types of improper disposal or storage, and elevated receiving water temperatures from storm water runoff contact with impervious surfaces. C2. &C3. Sequence Describing Storm water Quality Measure Implementation: Description of Proposed Post Construction Storm water Quality Measures: The post construction measures used to minimize sedimentation in waterways include swales and a detention pond. The swales will collect runoff from portions of the buildings. The design of the swales will allow sediment to be partially filtered out before storm water enters the designed storm sewer system. Ditch grate inlets will prevent large items from entering the storm pipes and leaving the site. The detention basin which is designed to have water in it at all times, will also help reduce sediment and trash by allowing it to drop out pri or to leaving the site. C4. Location, Dimensions, Specifications and Construction Details of Each Storm water Quality Measures: Catch basins, swales, and lake locations are provided on the site development plans. Details are provided on the Construction Plan Detail sheets. C5. Description of Maintenance Guidelines for Proposed Post Construction Water Quality Measures: Maintenance of all Storm water pollution prevention measures will be the responsibility of the project owner, Steven A. Wilson, Inc. until a point in time in which the Home Owners Association is established. At that point said association shall assume all maintenance responsibilities. The maintenance guidelines consist mostly of good housekeeping measures. Any grassed or vegetated areas that experience erosion from rainfall events should be repaired and revegetated as soon as possible. Trash or litter should be picked up and properly disposed to prevent it from getting into the storm drainage system and downstream waterways. Erosion of the detention pond banks should be addressed as soon as it becomes visible by filling the eroded area with suitable soil and establishing vegetation immediately, preferably by sodding, or by seeding and mulching and monitoring until suitable vegetation is established. The same measure should be used for steep banks of any earth berm or any other steep area. The detention pond should also be monitored for sediment coming from the storm drainage system. If the bottom of the pond receives sediment, it should be cleaned out and the source found and repaired. The elevation of the pond bottom should be checked every 8 to 10 years and, if significant sediment is encountered, it should be removed from the basin. This should be done during periods of low rainfall to allow soil stirred up by excavation to settle out before a rain event. The detention pond outlet should also be protected by adequate filtration (rip -rap, shown on these plans) to prevent soil from enteri ng the offsite storm drainage system. Pavement areas should also be monitored for pollutants. Any large quantity of fluids such as oil, antifreeze, brake fluid, etc. found on the pavement should be reported to the Home Owner Association and the source determined, if possible, and removed from the site for maintenance or repair. Pavements should also be monitored for sediment coming from vegetated areas that drain onto the pavement. If sediment is found it should be cleaned off the pavement, and the source of the soil found and repaired as discussed above. LOCATION MAP \ �' _/ V 10' DIA. (3) 12" MULCH FILLED EROSION CONTROL LOGS a N 6" EXCAVATED KEY 6" EXCAVATED KEYWAY �AY 6" MULCH BOTTOM OVER GEOTEXTILE MIUMM VIAMOU?' DETAIL WOVEN FAB RIC NOT -TO -SCALE ■ SOILS MAP Br Brookston silty clay loam- this soil is dark colored, silty in texture and on depressional uplands. It is deep and very poorly drained with moderate permeability. It has high available water for plant growth and high organic matter content. It has compact till starting at a depth of 40 to 60 inches. The main soil features that affect the urban development uses are seasonal high water table, high potential frost action, moderate shrink -swell potential, moderate permeability and ponded surface water. Because of these engineering limitations this site will be constructed as follows. Cass Estates, being asingle- family development within the jurisdiction of The City of Carmel and Hamilton County will have to abide by the current Subdivision Control Ordinance. This ordinance requires that we have an artificially drained site and that the homes within this development be well above the 100yr elevation of the proposed detention basins and therefore be protected from flooding. All homes will be of slab type construction. In cases where a high water table is present special footings shall be constructed. All roads will have adequate sub -base. All sanitary sewers shall be public and therefore no septic systems shall be allowed uplands. It is deep and somewhat CrA Crosby silt loam, 0-3 percent slopes - this soil is light colored, silty in texture and on sloping up I a p poorly drained with slow permeability. It has high available water for plant growth and medium organic matter content. The soil has compact till starting at a depth between 20 -40 inches. The main soil features that affect urban development uses are seasonal high water table, moderate shrink -swell potential, high potential frost action and slow permeability. Because of these engineering limitations this site will be constructed as follows. Cass Estates, being asingle- family development within the jurisdiction of The City of Carmel and Hamilton County will have to abide by the current Subdivision Control Ordinance. This ordinance requires that we have an artificially drained site and that the homes within this development be well above the 100yr elevation of the proposed detention basins and therefore be protected from flooding. All homes will be of slab type construction. In cases where a high water table is present special footings shall be constructed. All roads will have adequate sub -base. All sanitary sewers shall be public and therefore no septic systems shall be allowed Mmc2 Miami silt loam, 2 -6 percent slopes- this soil is light colored, silty in texture and on sloping uplands. It is deep and well drained with moderate permeability. It has moderate available water for plant growth and a medium organic matter content. It has t t'll t 4.1. t d h b 20 40 h T 'I f t t t d I ff t b d I t � I Z in this development shall be designed to include foundation drain tiles as to help prevent structural damage from � shrinking and swelling and low strength. There will be no septic fields in this development. All roads will have adequate sub -base. 20' -0" MIN. WIDTH CONSTRUCTION ENTRANCE DETAIL NOT -TO -SCALE r____'_ LINE WITH GEOTEXTILE WOVEN FABRIC #53 STONE o� � 6` MIN. 3:1 FUELING &VEHICLE MAINTENANCE AREA SECTION °ZO-" Z° NOT -TO -SCALE Bags overtop onto the curb 111111111111111111001ill, 11000011 1. Fill geotextile bags approximately half full with 2 to 3 inch stone or mulch. 2. At a position downslope of the lot and upslope ' Runoff of the inlet, lay bags tightly in a row curving upslope from curb and away from inlet. 3. Overlap bags onto the curb and extend amin- imum of 3 feet into the street. 0#001--__ G °p between bags 4. For additional layers, overlap bags with the acts as o spillway row beneath, and leave none -bag gap in the middle of the top row to serve as a spillway. 5. Place bags in an arc around curb inlets that are in a sump position. 6. Set up safety /traffic barriers to keep vehicles from hitting bags, causing possible injury. 7. Inspect and repair as needed, and remove any accumulated sediments after every storm. CURB INLET PROTECTION DETAIL NOT -TO -SCALE EROSION CONTROL NOTES M D W w U U V) :Z Q W 000.1 o � =) N I - r,4-) r,4-) 00 0 o cfl ,---, r,-- Z .,I- r_'_ Q a' r-- re-) co X N 48 °(/) o � � Ln rn � W W -6 Ln Z � a, Q) .v W o r-- � �i %% 444��.,'-_ ST, '-��; I *a . 0;1 : .'� Z : ` = ..a I : -ft 00 . a Oft *ft :' t, "*-'- - It D .* : ♦ p, R I NEy -*-*-*f## � :10200495: -o ': STATE OF = � ��'' SJ' Nom! i �.,,1� TONAL X_%%.% ��rrrritttt��� � compac I s ar ng a a ept etween - Inc es. he main son ea ures ha a verse y a ec ur an eve opmen uses are Q0 moderate potential frost action, moderate shrink -swell potential, moderately slow permeability, low strength and erosion during 0 construction. '*'� Because of these engineering limitations this site will be constructed as follows. The foundations and footings used N-) I ° W Z ° � W Cn Q Z � U EROSION CONTROL MEASURE ENSTALLATION SEQUENCE MAINTENANCE STONE ENTRANCE PRIOR TO C'I EANING AND GRADING INSPECT ENTRANCE PAD AND SEDIMENT DISPOSAL AREA WEEKLY AND AFTER STORM EVENTS OR HEAVY USE. RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL. TOPDRESS WITH CLEAN STONE AS NEEDED. 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. REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY. SILT FENCE PRIOR TO CLEANING AND GRADING INSPECT THE SILT FENCE PERIODICALLY AND AFTER EACH STORM EVENT. IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY. REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT OR IS CAUSING THE FABRIC TO BULGE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT. (n AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND SEDIMENT DEPOSITS, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE. TOPSOIL STOCKPILE PRIOR TO CLEANING AND GRADING DETERMINE DEPTH AND SUITABILITY OF TOPSOIL AT THE SITE. (FOR HELP, CONTACT YOUR LOCAL SWCD OFFICE TO OBTAIN A COUNTY SOIL SURVEY REPORT OR CONSULT WITH A SOIL SCIENTIST.) PRIOR TO STRIPPING TOPSOIL, INSTALL ANY SITE - SPECIFIC DOWNSLOPE PRACTICES NEEDED TO CONTROL RUNOFF AND SEDIMENTATION. REMOVE THE SOIL MATERIAL NO DEEPER THAN WHAT THE COUNTY SOIL SURVEY DESCRIBES AS "SURFACE SOIL" (I.E., A OR AP HORIZON). STOCKPILE THE MATERIAL IN ACCESSIBLE LOCATIONS THAT NEITHER INTERFERE WITH OTHER CONSTRUCTION ACTIVITIES NOR BLOCK NATURAL DRAINAGE; AND INSTALL SILT FENCES, STRAW BALES, OR OTHER BARRIERS TO TRAP SEDIMENT (SEE EXHIBIT 3.02 -6). (SEVERAL SMALL PILES AROUND THE CONSTRUCTION SITE ARE USUALLY MORE EFFICIENT AND EASIER TO CONTAIN THAN ONE LARGE PILE.) IF SOIL IS STOCKPILED FOR MORE THAN 6 MO., IT SHOULD BE TEMPORARILY SEEDED OR COVERED WITH A TARP OR SURROUNDED BY A SEDIMENT BARRIER. TEMPORARY DIVERSIONS AFTER ROUGH GRADING INSPECT WEEKLY AND FOLLOWING EACH STORM EVENT. REMOVE SEDIMENT FROM THE CHANNEL AND REINFORCE THE RIDGE AS NEEDED. CHECK THE OUTLETS AND MAKE NECESSARY REPAIRS IMMEDIATELY. REMOVE SEDIMENT FROM TRAPS WHEN THEY ARE 50% FULL. WHEN THE WORK AREA HAS BEEN STABILIZED, REMOVE THE RIDGE, FILL THE CHANNEL TO BLEND WITH THE NATURAL GROUND, REMOVE TEMPORARY SLOPE DRAINS, AND STABILIZE ALL DISTURBED AREAS. ROCK DAM AFTER ROUGH GRADING INSPECT THE ROCK DAM AND BASIN FOLLOWING EACH STORM EVENT. REMOVE SEDIMENT WHEN IT ACCUMULATES TO HALF THE DESIGN VOLUME (MARKED BY STAKE) CHECK THE DAM AND ABUTMENTS FOR EROSION, PIPING, AND ROCK DISPLACEMENT, AND REPAIR IMMEDIATELY IF THE BASIN DOES NOT DRAIN BETWEEN STORMS, REPLACE THE STONE ON THE UPSTREAM FACE OF DAM IF THE BASIN DRAINS TO RAPIDLY FOLLOWING A STORM,(LESS THAN 6 HRS), ADD INDOT CA N0. 5 GRAVEL ON THE UPSTREAM FACE OF THE DAM. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN PERMANENTLY STABILIZED, a. REMOVE WATER AND SEDIMENT FROM THE BASIN. b. REMOVE THE DAM, DISPOSING OF THE ROCK IN DESIGNATED DISPOSAL AREAS. c. SMOOTH THE SITE TO BLEND THE SURROUNDING AREA. d. STABILIZE TEMPORARY SEEDING AFTER ROUGH GRADING INSPECT PERIODICALLY AFTER PLANTING TO SEE THAT VEGETATIVE STANDS ARE ADEQUATELY ESTABLISHED; RE- SEED IF NECESSARY. CHECK FOR EROSION DAMAGE AFTER STORM EVENTS AND REPAIR; RESEED AND MULCH IF NECESSARY. TOPDRESS FALL SEEDED WHEAT OR RYE SEEDINGS WITH 50 LBS. /ACRE OF NITROGEN IN FEBRUARY OR MARCH IF NITROGEN DEFICIENCY IS APPARENT. (EXHIBIT 3.11 -B SHOWS ONLY WHEAT /RYE FALL SEEDED.) PERMANENT SEEDING AFTER FINISH GRADING INSPECT PERIODICALLY, ESPECIALLY STORM EVENTS, UNTIL THE STAND IS SUCCESSFULLY ESTABLISHED. (CHARACTERISTICS OF A SUCCESSFUL STAND INCLUDE: VIGOROUS DARK GREEN OR BLUISH -GREEN SEEDLINGS; UNIFORM DENSITY WITH NURSE PLANTS, LEGUMES, AND GRASSES WELL INTERMIXED; GREEN LEAVES; AND THE PERENNIALS REMAINING GREEN THROUGHOUT THE SUMMER, AT LEAST AT THE PLANT BASE.) PLAN TO ADD FERTILIZER THE FOLLOWING SEASON ACCORDING TO SOIL TEST RECOMMENDATIONS. REPAIR DAMAGED, BARE, OR SPARSE OR PATCHY, BY FILLING ANY GULLIES, RE- FERTILIZING, OVER - OR RE- SEEDING AND MULCHING AFTER RE- PREPARING THE SEEDBED. IF VEGETATION FAILS TO GROW, CONSIDER SOIL TESTING TO DETERMINE ACIDITY OR NUTRIENT DEFICIENCY PROBLEMS. (CONTACT YOUR SWCD OR COOPERATIVE EXTENSION OFFICE FOR ASSISTANCE.) IF ADDITIONAL FERTILIZATION IS NEEDED TO GET A SATISFACTORY STAND, DO SO ACCORDING TO SOIL TEST RECOMMENDATIONS. EROSION CONTROL MATTING AFTER FINISH GRADING DURING VEGETATIVE ESTABLISHMENT, INSPECT AFTER STORM EVENTS FOR ANY EROSION BELOW THE BLANKET. IF ANY AREA SHOWS EROSION, PULL BACK THAT PORTION OF THE BLANKET COVERING IT, ADD SOIL, RE -SEED THE AREA, AND RE -LAY AND STAPLE THE BLANKET. AFTER VEGETATIVE ESTABLISHMENT, CHECK THE TREATED AREA PERIODICALLY. STRAW BALES AFTER FINISH GRADING INSPECT THE DROP INLET PROTECTION AFTER EACH STORM EVENT, AND MAKE NEEDED REPAIRS IMMEDIATELY. REMOVE SEDIMENT FROM THE POOL AREA TO ENSURE ADEQUATE RUNOFF STORAGE FOR THE NEXT RAIN, TAKING CARE TO NOT DAMAGE OR UNDERCUT THE BALES. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ALL BALES, CONSTRUCTION MATERIAL, AND SEDIMENT AND DISPOSE OF PROPERLY, GRADE THE DISTURBED AREA TO THE ELEVATION OF THE TOP OF THE _ I I I INLET AND STABILfZE. INLET PROTECTION AFTER EACH INLET IN PLACED INSPECT FREQUENTLY FOR DAMAGE BY VEHICULAR TRAFFIC, AND REPAIR IF NEEDED. INSPECT AFTER EACH STORM EVENT. REMOVE SEDIMENT (BUT NOT BY FLUSHING) WHEN IT REACHES HALF THE HEIGHT OF THE BARRIER. DEPOSIT REMOVED SEDIMENT WHERE IT WILL NOT ENTER STORM DRAINS. AFTER ALL AREAS DRAINING TO THESE AREAS N/A REMOVAL OF STRAW BALES ARE STABILIZED AFTER ALL AREAS DRAINING TO THESE AREAS N/A REMOVAL OF INLET PROTECTION ARE STABILIZED REMOVAL OF SILT FENCE AFTER ALL AREAS DRAINING TO THESE AREAS N/A ARE STABILIZED Q j z Q .J n - z_ F W >_ I- j a z ::D I O ' � 0 U - - z I Oi W � w :�i Z Q. I i Z 0 F O i Q W :2 i Q U DRAWN BY: CHECKED BY: TWF BKR SHEET N0. S &A JOB NO. 52645 2, 2, 6' i __ 6' - I I � � 4' � 4' " " - " 3, 3 -x �- x x I x- -x 1-_1/2' + 1 -1 4' I x f*_ 2 0 3' _ x 3,x � x x x A B C x xpx it X x x X x x 1 STAPLE 1-1/2 STAPLES 2 STAPLES 3.5 STAPLES PER SQ. YD. PER SQ. YD. PER SQ. YD. PER SO. YD. EROSION CONTROL BLANKET STAPLE PA TTERN GUIDE NOT -TO -SCALE CONSTRUCTION SEQUENCE FOR BUILDING SITE EROSION CONTROL PRACTICES DROP INLET PROTECTION REAR YARD DRAINAGE SWALE ° ° ° PROPERTY LINE/ ° °` ° ° °` DRAINAGE SWALE SUBSOIL STOCKPILE SF SF EXISTING DRAINAGE / E4 I Z:L�/ Z�� \ FINISHED DRAINAGE AREA TO BE TOP- ° ° _ a SOILED, SEEDED, o PS TOPSOIL �.^� 4D o .. AND MULCHED STOCKPILE d�a;�1S TREE CONSERVATION BY OWNER AT COMPLETION OF CONSTRUCTION. SF SILT FENCING PALIMAR IS TO BE HOUSE USED IF GRASS �- GARAGE -'~ GROWTH IS NOT \ . . GRAVEL ENTRANCE/ POSSIBLE. ., .. , • CONSTRUCTION EXIT PAD PS ' f... o ENTRANCE/ EXIT a FQ \ ,, o a I . CURB INLET SIDE YARD SF SF . ' ; . PROTECTION DRAINAGE SWALE • . •, o� �J Pp � b� d � 40 °9O � s�_o,. 0 ��Q I � q10 ° C:�5 L_- 1 0'_0" 4��' z � q(0 STREET SIDE- WALK EXISTING CURB AND GUTTER CURB INLET PROTECTION SEE STORM WATER POLLUTION & PREVENTION NOTES BELOW INDIVIDUAL LOT STORIAWATER POLLUTION & PREVENTION DETAIL NOT-TO-SCALE STORM WATER POLLUTION & PREVENTION NOTES: (A) All storm water quality measures, including erosion and sediment control, necessary to comply with this rule must be implemented in accordance with the plan and sufficient to satisfy subsection (b). (B) Provisions for erosion and sediment control on individual building lots regulated under the original permit of a project site owner must include the following requirements: (1) The individual lot operator, whether owning the property or acting as the agent of the property owner, shall be responsible for erosion and sediment control requirements associated with activities on individual lots. (2) Installation and maintenance of a stable construction site access. (3) Installation and maintenance of appropriate perimeter erosion and sediment control measures prior to land disturbance. (4) Sediment discharge and tracking from each lot must be minimized throughout the land disturbing activities on the lot until permanent stabilization has been achieved (5) Cleanup of sediment must be redistributed or disposed of in a manner that is in compliance with all applicable statutes and rules. (6) Adjacent lots disturbed by and individual lot operator must be repaired and stabilized with temporary or permanent surface stabilization. (7) For individual residential lots, final stabilization meeting the criteria in section 7(b)(20) or this rule will be achieved when the individual lot operator: (A) completes final stabilization; or (B) has installed appropriate erosion and sediment control measures for an individual lot prior to occupation of the home by the homeowner and has informed the homeowner of the requirement for, and benefits of, final stabilization. 7(b)(20) Final stabilization of a project site is achieved when: (A) all land disturbing activities have been completed and a uniform (for example, evenly distributed, without large bare areas) perennial vegetative cover with a density of seventy percent (70 %) has been established on all unpaved areas and areas not covered by permanent structures, or equivalent permanent stabilization measures have been employed; and (B) construction projects on land used for agricultural purposes are returned to its preconstruction agricultural use or disturbed areas, not previously used for agricultural production, such as filter strips and areas that are not being returned to their preconstruction agricultural use, meet the final stabilization requirements in clause (A). ° �Z Assessment of Storm water Pollution Prevention Plan p a = Construction Component 00 0 B1. Description of Potential Pollutant Sources Associated with the ��C� 1 5' -0" Construction Activities: Potential Pollutants during construction includes: Q� Concrete waste water, trash, fossil fuels, oil, grease, paint. Exposure of these Q pollutants to storm water runoff should be mimized by performing activities Oa � Q O such as, equipment storage, refueling, maintenance and port-a -let placement in I 0 designated areas as shown on sheet C300. In the event of accidental 1 0 contamination all efforts should be made to remove contaminants in an appropriate manner. The appropriate Fire Department should be contacted immediately to determine if further measures are needed 3' -0" RIP -RAP DETAIL B2. Sequence Describing Storm water Quality measure Implementation NOT- TO -sc� Relative to Land Disturbing Activities: See Construction Sequence on Sheets C300 -C303 Assessment of Construction Plan Elements B3. Stable Construct on Entrance Locations and Specifications: The Al. See She( `s C300 thru C303 construction entrance is shown on sheet C300 along with the details of installation and specification of maintenance on this sheet. A2. See Attachment. B4. Sediment Control Measures for Sheet Flow: The areas of runoff in a sheet A3. Narrative Describing Project Nature and Purpose: This project is flow condition are shown on sheet C300. Silt fence is the primary measure used Windsor Grove II, a residential subdivision. The purpose of this project to eliminate this type of erosion and details are shown on this sheet. is for future residential construction. B5. Sediment Control Measures For Concentrated Flow Areas: The concentrated flow areas are the proposed swales. Erosion control blankets and A4. See map included on this sheet. temporary straw bale dams are proposed for use in these areas. Temporary dams shall bie removed once seeding is established See sheets C300 -C302 for locations. A5. Legal Description of the Project Site: Legal descrition is shown on this B6. Stormy Sewer Inlet Protection Measure Locations and Specifications: sheet. The latitude is 39'-05'-88" and longitude is -86'-2l'-39". Baskets and stone bags are shown to be placed at inlets. Locations are shown on sheet C300 -C301 and details are shown on this sheet. A6. See Sheet C200 -0201 B7. Runoff Control Measures: The lake areas are to be utilized for temporary . sediment traps. These are to be constructed as early as possible to speed the A7. Hydrologic Unit Code: 05120201100130 removal of sediment (See construction sequence on sheets C300 - C301). A8. State or Federal Water Quality Permits: None B8. Storm water Outlet Protection Specifications: All end sections of an outlet A9. Specific Points Where Storm water Discharge Will Leave This Site: are shown to be rip - rapped to prevent scour erosion. Rip -Rap is shown on The storm water will leave the site through the lake outlet pipes to the South the site development plans and storm water pollution &prevention plans. of this property into Long Branch Creek/J.W. Brendle Drain. See detail shown on this sheet and C801. See sheet C200. A10. Location and Name of All Wetlands, Lakes, and Water Courses on And Adjacent to the Site: None B9. Grade Stabilization Structure Locations and Specifications: Not necessary All. Identify All Receiving Waters: This site drains to the Southeast into Lake #1 on site and then discharges to the South into Long Branch Creek/J.W. Brendle Drain. B10. Location, Dimensions, Specifications and Construction Details of Each Storm water Quality Measure: Each measure is shown on the plans along with the appropriate details and specifications. Al2. Identification of Potential Discharges to Groundwater: None Bll. Temporary Surface Stabilization Methods Appropriate for Each Season: The storm water pollution & prevention plans along with the detail sheet provides different methods and sequences for each measure to be utilized A13. 100 Year Flood plains, Floodways and Floodway Fringes: There are no (See seasonal soil protection chart on this sheet.) flood plains, floodways or floodway fringes on this site. B12. Permanent Surface Stabilization Specifications: The permanent A14. Pre - Construction and Post Construction Estimate of Peak Discharge: stabilization methods are specified on the storm water pollution & prevention plans. Post- Developed: 2 year =1.59 c.fs. South into 2 year = 13.41 c.fs. South from Lake 2 The sequencing is specified on this sheet.(See seasonal soil protection chart on this sheet). 10 year= 3.54 c.f.s. Towne Lake 10 year= 14.92 c.fs. of Windsor Grove I 100 year = 5.89 c.fs. 100 year = 17.03 c.fs. B13. Material Handling and Spill Prevention Plan: In order to minimize the release of potential pollutants during construction the Contractor an a Including Upstream Watershed: - shall implement this material handling and spill prevention plan. The Contractor shall A15. Adjacent L dus g p review this plan with all subcontractors and require that they implement the plan as well. West: residential East: residential 1. Construction Equipment North: residential a. Fueling, lubrication and fluids: All operations involving the addition of fluids South: residential to equipment should be done in one location, as designated on Sheet C300, so that spills are limited to one location on the site, which will facilitate the cleanup See Sheet C200 -0201 of spills. If an onsite fueling tank is planned to be on site, it shall be double A16. walled and stored in this designated area. This location is an area that will not allow spilled fluids to migrate into subsurface soils. In the event of a spill, the A17. Identification of existing vegetative cover: fluid shall immediately be cleaned up by removing the contaminated soil or This site is entirely covered by crop residue. stone which shall be disposed of in an acceptable manner. Spills on hard surfaces shall be soaked up by an acceptable material such as Oil Dry and the A18. See Ma & descriptions included on this sheet. absorbent material disposed of in a proper manner. The spill shall also be Map p reported immediately to the Contractor's superintendent. b. Equipment repair, especially when fluids must be removed from the A19. See Sheet C200 -0201 equipment or the possibility of fluid spills is high, should always be done offsite at a facility that is more suitable than a construction site to handle spills. When equipment must be repaired onsite it should be moved to the maintenance and A20. See Sheets C500 -0502 and C700 -0701 fueling area if possible. Otherwise, suitable containers should be placed under the equipment during repair to catch any spilled fluids and these fluids should A21. Locations of proposed soil stockpiles, borrow and/or disposal areas: be disposed of in a proper manner. All topsoil is to be relocated to non - building areas. Non - building areas would be C. All reusable fluid containers, such as gasoline cans, shall be inspected for considered common areas, rear yards, etc.. Their will be NO borrow areas leaks each time they are used. If leaks are found, the fluid shall be removed associated with this project. from the container in a proper manner and the container disposed of in an acceptable manner. Empty disposable containers, such as grease tubes and A22. See Sheet C100 lubricating oil and brake fluid containers, and their packaging, shall be disposed of in a proper manner and shall not be left on the ground or in the open on the . construction site. A23. See Sheet C200 -0201 DROP INLET PROTECTION SOIL SALVAGE AND UTILIZATION PS PERMANENT SEEDING B13 cont. 2. Construction Materials and their Packaging a. Erosion control measures shown on these plans shall be implemented prior to and during construction in the proper sequencing to minimize soil erosion. Erosion controls shall be inspected and maintained as described elsewhere in Excessive dusting of it on hall minimized b these plans. so o e site s be by reducing construction traffic across bare soil during dry and/or windy weather, and by applying water or other acceptable dust control measures to the soil. Upon completion of construction and suitable establishment of permanent vegetation, temporary erosion control measures such as silt fence, check dams and inlet protection devices shall be removed in a manner to minimize additional land disturbance. Any areas disturbed by these operations shall be properly revegetated b. Large waste materials created by cutting, sawing, drilling, or other operations shall be properly disposed of in suitable waste containers. The site shall be checked at the end of the day, as a minimum, and all waste materials, including those blown across or off the site by wind, shall be picked up and disposed of in suitable containers. Where possible, operations such as sawing that create small particles should be performed in one spot in an area protected from wind, and waste particles collected and disposed of frequently to minimize wind dispersal. Packaging used to transport materials to the site for construction of the facility shall be disposed of properly, whether the material is taken out of its package and incorporated into the project immediately or stored onsite for future use. Packaged materials stored onsite shall be inspected regularly and any loose packaging shall be repaired or disposed of properly. 3. Concrete Waste Water a. All concrete waste water shall be disposed of in the designated area as shown on Sheet C300. This area is a 4' high, 10' diameter doughnut type mulch berm which shall be constructed over a geotextile fabric. This area shall be inspected on a daily basis as a minimum. When this area becomes full, the pollutants shall be excavated, placed in an acceptable container and disposed of in a proper manner. 4. Paint Products a. All excess paint and there related products shall be disposed of in the manner at which the manufacturer suggest. Under NO circumstances will paint or their related products be cleaned or disposed of in soil, sanitary sewers, storm sewers or detention basins. Any violation of this shall be reported to the job superintendent. 5. Spill Response In the event of small spills, please contact the construction supervisor. In the event of spills that require removal of soils or other materials, please contact the construction supervisor, developer, County Surveyor's Office and the Local Fire Department. In the event of spills that have potential groundwater or surface water contamination, please contact the construction supervisor, developer, County Surveyor's Office, Local Fire Department, and IDEM. 5. Emergency Numbers: Emergency Response 911 Carmel Fire Department (317) 571 -2600 Carmel Police Department (317) 571 -2545 Indiana Department of Natural Resources (812) 477 -8773 Indiana Department of Environmental Management (317) 233 -7745 Hamilton County Soil and Water (317) 773 -2181 Hamilton County Surveyor (317) 776 -8495 Steven A. Wilson (317) 846 -2555 B14. Monitoring and Maintenance Guidelines for Each Proposed Pollution Prevention Measure: Person in charge of and knowledgeable about erosion and sediment control shall inspect the site for storm water pollution prevention deficiencies at least daily and again within 24 hours of every 1/2 inch rain event. See Erosion Control Notes on this sheet for specifications. B15. Erosion and Sediment Control Specifications For Individual Building Lots: Construction sequence for individual building lots is shown on this sheet. Storm water Pollution Prevention Plan - Post Construction Component Cl. Description of Pollutants and Their Sources Associated with the Proposed Land Use: Proposed site will be a single family subdivision. Potential pollutants from this type of development include, but are not limited to: nutrients and pesticides, fluids and debris from parked vehicles & vehicular traffic which could include: fossil fuels, oil, grease, antifreeze, brake fluid, window washer fluid, rubber, plastic, &metal fragments, grit (sediment) from wearing of the road surface, trash (including bacteria and other biological agents contained in the trash) from littering and other types of improper disposal or storage, and elevated receiving water temperatures from storm water runoff contact with impervious surfaces. C2. &C3. Sequence Describing Storm water Quality Measure Implementation: Description of Proposed Post Construction Storm water Quality Measures: The post construction measures used to minimize sedimentation in waterways include swales and a detention pond. The swales will collect runoff from portions of the buildings. The design of the swales will allow sediment to be partially filtered out before storm water enters the designed storm sewer system. Ditch grate inlets will prevent large items from entering the storm pipes and leaving the site. The detention basin which is designed to have water in it at all times, will also help reduce sediment and trash by allowing it to drop out pri or to leaving the site. C4. Location, Dimensions, Specifications and Construction Details of Each Storm water Quality Measures: Catch basins, swales, and lake locations are provided on the site development plans. Details are provided on the Construction Plan Detail sheets. C5. Description of Maintenance Guidelines for Proposed Post Construction Water Quality Measures: Maintenance of all Storm water pollution prevention measures will be the responsibility of the project owner, Steven A. Wilson, Inc. until a point in time in which the Home Owners Association is established. At that point said association shall assume all maintenance responsibilities. The maintenance guidelines consist mostly of good housekeeping measures. Any grassed or vegetated areas that experience erosion from rainfall events should be repaired and revegetated as soon as possible. Trash or litter should be picked up and properly disposed to prevent it from getting into the storm drainage system and downstream waterways. Erosion of the detention pond banks should be addressed as soon as it becomes visible by filling the eroded area with suitable soil and establishing vegetation immediately, preferably by sodding, or by seeding and mulching and monitoring until suitable vegetation is established. The same measure should be used for steep banks of any earth berm or any other steep area. The detention pond should also be monitored for sediment coming from the storm drainage system. If the bottom of the pond receives sediment, it should be cleaned out and the source found and repaired. The elevation of the pond bottom should be checked every 8 to 10 years and, if significant sediment is encountered, it should be removed from the basin. This should be done during periods of low rainfall to allow soil stirred up by excavation to settle out before a rain event. The detention pond outlet should also be protected by adequate filtration (rip -rap, shown on these plans) to prevent soil from enteri ng the offsite storm drainage system. Pavement areas should also be monitored for pollutants. Any large quantity of fluids such as oil, antifreeze, brake fluid, etc. found on the pavement should be reported to the Home Owner Association and the source determined, if possible, and removed from the site for maintenance or repair. Pavements should also be monitored for sediment coming from vegetated areas that drain onto the pavement. If sediment is found it should be cleaned off the pavement, and the source of the soil found and repaired as discussed above. LOCATION MAP \ �' _/ V 10' DIA. (3) 12" MULCH FILLED EROSION CONTROL LOGS a N 6" EXCAVATED KEY 6" EXCAVATED KEYWAY �AY 6" MULCH BOTTOM OVER GEOTEXTILE MIUMM VIAMOU?' DETAIL WOVEN FAB RIC NOT -TO -SCALE ■ SOILS MAP Br Brookston silty clay loam- this soil is dark colored, silty in texture and on depressional uplands. It is deep and very poorly drained with moderate permeability. It has high available water for plant growth and high organic matter content. It has compact till starting at a depth of 40 to 60 inches. The main soil features that affect the urban development uses are seasonal high water table, high potential frost action, moderate shrink -swell potential, moderate permeability and ponded surface water. Because of these engineering limitations this site will be constructed as follows. Cass Estates, being asingle- family development within the jurisdiction of The City of Carmel and Hamilton County will have to abide by the current Subdivision Control Ordinance. This ordinance requires that we have an artificially drained site and that the homes within this development be well above the 100yr elevation of the proposed detention basins and therefore be protected from flooding. All homes will be of slab type construction. In cases where a high water table is present special footings shall be constructed. All roads will have adequate sub -base. All sanitary sewers shall be public and therefore no septic systems shall be allowed uplands. It is deep and somewhat CrA Crosby silt loam, 0-3 percent slopes - this soil is light colored, silty in texture and on sloping up I a p poorly drained with slow permeability. It has high available water for plant growth and medium organic matter content. The soil has compact till starting at a depth between 20 -40 inches. The main soil features that affect urban development uses are seasonal high water table, moderate shrink -swell potential, high potential frost action and slow permeability. Because of these engineering limitations this site will be constructed as follows. Cass Estates, being asingle- family development within the jurisdiction of The City of Carmel and Hamilton County will have to abide by the current Subdivision Control Ordinance. This ordinance requires that we have an artificially drained site and that the homes within this development be well above the 100yr elevation of the proposed detention basins and therefore be protected from flooding. All homes will be of slab type construction. In cases where a high water table is present special footings shall be constructed. All roads will have adequate sub -base. All sanitary sewers shall be public and therefore no septic systems shall be allowed Mmc2 Miami silt loam, 2 -6 percent slopes- this soil is light colored, silty in texture and on sloping uplands. It is deep and well drained with moderate permeability. It has moderate available water for plant growth and a medium organic matter content. It has t t'll t 4.1. t d h b 20 40 h T 'I f t t t d I ff t b d I t � I Z in this development shall be designed to include foundation drain tiles as to help prevent structural damage from � shrinking and swelling and low strength. There will be no septic fields in this development. All roads will have adequate sub -base. 20' -0" MIN. WIDTH CONSTRUCTION ENTRANCE DETAIL NOT -TO -SCALE r____'_ LINE WITH GEOTEXTILE WOVEN FABRIC #53 STONE o� � 6` MIN. 3:1 FUELING &VEHICLE MAINTENANCE AREA SECTION °ZO-" Z° NOT -TO -SCALE Bags overtop onto the curb 111111111111111111001ill, 11000011 1. Fill geotextile bags approximately half full with 2 to 3 inch stone or mulch. 2. At a position downslope of the lot and upslope ' Runoff of the inlet, lay bags tightly in a row curving upslope from curb and away from inlet. 3. Overlap bags onto the curb and extend amin- imum of 3 feet into the street. 0#001--__ G °p between bags 4. For additional layers, overlap bags with the acts as o spillway row beneath, and leave none -bag gap in the middle of the top row to serve as a spillway. 5. Place bags in an arc around curb inlets that are in a sump position. 6. Set up safety /traffic barriers to keep vehicles from hitting bags, causing possible injury. 7. Inspect and repair as needed, and remove any accumulated sediments after every storm. CURB INLET PROTECTION DETAIL NOT -TO -SCALE EROSION CONTROL NOTES M D W w U U V) :Z Q W 000.1 o � =) N I - r,4-) r,4-) 00 0 o cfl ,---, r,-- Z .,I- r_'_ Q a' r-- re-) co X N 48 °(/) o � � Ln rn � W W -6 Ln Z � a, Q) .v W o r-- � �i %% 444��.,'-_ ST, '-��; I *a . 0;1 : .'� Z : ` = ..a I : -ft 00 . a Oft *ft :' t, "*-'- - It D .* : ♦ p, R I NEy -*-*-*f## � :10200495: -o ': STATE OF = � ��'' SJ' Nom! i �.,,1� TONAL X_%%.% ��rrrritttt��� � compac I s ar ng a a ept etween - Inc es. he main son ea ures ha a verse y a ec ur an eve opmen uses are Q0 moderate potential frost action, moderate shrink -swell potential, moderately slow permeability, low strength and erosion during 0 construction. '*'� Because of these engineering limitations this site will be constructed as follows. The foundations and footings used N-) I ° W Z ° � W Cn Q Z � U EROSION CONTROL MEASURE ENSTALLATION SEQUENCE MAINTENANCE STONE ENTRANCE PRIOR TO C'I EANING AND GRADING INSPECT ENTRANCE PAD AND SEDIMENT DISPOSAL AREA WEEKLY AND AFTER STORM EVENTS OR HEAVY USE. RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL. TOPDRESS WITH CLEAN STONE AS NEEDED. 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. REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY. SILT FENCE PRIOR TO CLEANING AND GRADING INSPECT THE SILT FENCE PERIODICALLY AND AFTER EACH STORM EVENT. IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY. REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT OR IS CAUSING THE FABRIC TO BULGE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT. (n AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND SEDIMENT DEPOSITS, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE. TOPSOIL STOCKPILE PRIOR TO CLEANING AND GRADING DETERMINE DEPTH AND SUITABILITY OF TOPSOIL AT THE SITE. (FOR HELP, CONTACT YOUR LOCAL SWCD OFFICE TO OBTAIN A COUNTY SOIL SURVEY REPORT OR CONSULT WITH A SOIL SCIENTIST.) PRIOR TO STRIPPING TOPSOIL, INSTALL ANY SITE - SPECIFIC DOWNSLOPE PRACTICES NEEDED TO CONTROL RUNOFF AND SEDIMENTATION. REMOVE THE SOIL MATERIAL NO DEEPER THAN WHAT THE COUNTY SOIL SURVEY DESCRIBES AS "SURFACE SOIL" (I.E., A OR AP HORIZON). STOCKPILE THE MATERIAL IN ACCESSIBLE LOCATIONS THAT NEITHER INTERFERE WITH OTHER CONSTRUCTION ACTIVITIES NOR BLOCK NATURAL DRAINAGE; AND INSTALL SILT FENCES, STRAW BALES, OR OTHER BARRIERS TO TRAP SEDIMENT (SEE EXHIBIT 3.02 -6). (SEVERAL SMALL PILES AROUND THE CONSTRUCTION SITE ARE USUALLY MORE EFFICIENT AND EASIER TO CONTAIN THAN ONE LARGE PILE.) IF SOIL IS STOCKPILED FOR MORE THAN 6 MO., IT SHOULD BE TEMPORARILY SEEDED OR COVERED WITH A TARP OR SURROUNDED BY A SEDIMENT BARRIER. TEMPORARY DIVERSIONS AFTER ROUGH GRADING INSPECT WEEKLY AND FOLLOWING EACH STORM EVENT. REMOVE SEDIMENT FROM THE CHANNEL AND REINFORCE THE RIDGE AS NEEDED. CHECK THE OUTLETS AND MAKE NECESSARY REPAIRS IMMEDIATELY. REMOVE SEDIMENT FROM TRAPS WHEN THEY ARE 50% FULL. WHEN THE WORK AREA HAS BEEN STABILIZED, REMOVE THE RIDGE, FILL THE CHANNEL TO BLEND WITH THE NATURAL GROUND, REMOVE TEMPORARY SLOPE DRAINS, AND STABILIZE ALL DISTURBED AREAS. ROCK DAM AFTER ROUGH GRADING INSPECT THE ROCK DAM AND BASIN FOLLOWING EACH STORM EVENT. REMOVE SEDIMENT WHEN IT ACCUMULATES TO HALF THE DESIGN VOLUME (MARKED BY STAKE) CHECK THE DAM AND ABUTMENTS FOR EROSION, PIPING, AND ROCK DISPLACEMENT, AND REPAIR IMMEDIATELY IF THE BASIN DOES NOT DRAIN BETWEEN STORMS, REPLACE THE STONE ON THE UPSTREAM FACE OF DAM IF THE BASIN DRAINS TO RAPIDLY FOLLOWING A STORM,(LESS THAN 6 HRS), ADD INDOT CA N0. 5 GRAVEL ON THE UPSTREAM FACE OF THE DAM. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN PERMANENTLY STABILIZED, a. REMOVE WATER AND SEDIMENT FROM THE BASIN. b. REMOVE THE DAM, DISPOSING OF THE ROCK IN DESIGNATED DISPOSAL AREAS. c. SMOOTH THE SITE TO BLEND THE SURROUNDING AREA. d. STABILIZE TEMPORARY SEEDING AFTER ROUGH GRADING INSPECT PERIODICALLY AFTER PLANTING TO SEE THAT VEGETATIVE STANDS ARE ADEQUATELY ESTABLISHED; RE- SEED IF NECESSARY. CHECK FOR EROSION DAMAGE AFTER STORM EVENTS AND REPAIR; RESEED AND MULCH IF NECESSARY. TOPDRESS FALL SEEDED WHEAT OR RYE SEEDINGS WITH 50 LBS. /ACRE OF NITROGEN IN FEBRUARY OR MARCH IF NITROGEN DEFICIENCY IS APPARENT. (EXHIBIT 3.11 -B SHOWS ONLY WHEAT /RYE FALL SEEDED.) PERMANENT SEEDING AFTER FINISH GRADING INSPECT PERIODICALLY, ESPECIALLY STORM EVENTS, UNTIL THE STAND IS SUCCESSFULLY ESTABLISHED. (CHARACTERISTICS OF A SUCCESSFUL STAND INCLUDE: VIGOROUS DARK GREEN OR BLUISH -GREEN SEEDLINGS; UNIFORM DENSITY WITH NURSE PLANTS, LEGUMES, AND GRASSES WELL INTERMIXED; GREEN LEAVES; AND THE PERENNIALS REMAINING GREEN THROUGHOUT THE SUMMER, AT LEAST AT THE PLANT BASE.) PLAN TO ADD FERTILIZER THE FOLLOWING SEASON ACCORDING TO SOIL TEST RECOMMENDATIONS. REPAIR DAMAGED, BARE, OR SPARSE OR PATCHY, BY FILLING ANY GULLIES, RE- FERTILIZING, OVER - OR RE- SEEDING AND MULCHING AFTER RE- PREPARING THE SEEDBED. IF VEGETATION FAILS TO GROW, CONSIDER SOIL TESTING TO DETERMINE ACIDITY OR NUTRIENT DEFICIENCY PROBLEMS. (CONTACT YOUR SWCD OR COOPERATIVE EXTENSION OFFICE FOR ASSISTANCE.) IF ADDITIONAL FERTILIZATION IS NEEDED TO GET A SATISFACTORY STAND, DO SO ACCORDING TO SOIL TEST RECOMMENDATIONS. EROSION CONTROL MATTING AFTER FINISH GRADING DURING VEGETATIVE ESTABLISHMENT, INSPECT AFTER STORM EVENTS FOR ANY EROSION BELOW THE BLANKET. IF ANY AREA SHOWS EROSION, PULL BACK THAT PORTION OF THE BLANKET COVERING IT, ADD SOIL, RE -SEED THE AREA, AND RE -LAY AND STAPLE THE BLANKET. AFTER VEGETATIVE ESTABLISHMENT, CHECK THE TREATED AREA PERIODICALLY. STRAW BALES AFTER FINISH GRADING INSPECT THE DROP INLET PROTECTION AFTER EACH STORM EVENT, AND MAKE NEEDED REPAIRS IMMEDIATELY. REMOVE SEDIMENT FROM THE POOL AREA TO ENSURE ADEQUATE RUNOFF STORAGE FOR THE NEXT RAIN, TAKING CARE TO NOT DAMAGE OR UNDERCUT THE BALES. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ALL BALES, CONSTRUCTION MATERIAL, AND SEDIMENT AND DISPOSE OF PROPERLY, GRADE THE DISTURBED AREA TO THE ELEVATION OF THE TOP OF THE _ I I I INLET AND STABILfZE. INLET PROTECTION AFTER EACH INLET IN PLACED INSPECT FREQUENTLY FOR DAMAGE BY VEHICULAR TRAFFIC, AND REPAIR IF NEEDED. INSPECT AFTER EACH STORM EVENT. REMOVE SEDIMENT (BUT NOT BY FLUSHING) WHEN IT REACHES HALF THE HEIGHT OF THE BARRIER. DEPOSIT REMOVED SEDIMENT WHERE IT WILL NOT ENTER STORM DRAINS. AFTER ALL AREAS DRAINING TO THESE AREAS N/A REMOVAL OF STRAW BALES ARE STABILIZED AFTER ALL AREAS DRAINING TO THESE AREAS N/A REMOVAL OF INLET PROTECTION ARE STABILIZED REMOVAL OF SILT FENCE AFTER ALL AREAS DRAINING TO THESE AREAS N/A ARE STABILIZED Q j z Q .J n - z_ F W >_ I- j a z ::D I O ' � 0 U - - z I Oi W � w :�i Z Q. I i Z 0 F O i Q W :2 i Q U DRAWN BY: CHECKED BY: TWF BKR SHEET N0. S &A JOB NO. 52645 or to leaving the site. C4. Location, Dimensions, Specifications and Construction Details of Each Storm water Quality Measures: Catch basins, swales, and lake locations are provided on the site development plans. Details are provided on the Construction Plan Detail sheets. C5. Description of Maintenance Guidelines for Proposed Post Construction Water Quality Measures: Maintenance of all Storm water pollution prevention measures will be the responsibility of the project owner, Steven A. Wilson, Inc. until a point in time in which the Home Owners Association is established. At that point said association shall assume all maintenance responsibilities. The maintenance guidelines consist mostly of good housekeeping measures. Any grassed or vegetated areas that experience erosion from rainfall events should be repaired and revegetated as soon as possible. Trash or litter should be picked up and properly disposed to prevent it from getting into the storm drainage system and downstream waterways. Erosion of the detention pond banks should be addressed as soon as it becomes visible by filling the eroded area with suitable soil and establishing vegetation immediately, preferably by sodding, or by seeding and mulching and monitoring until suitable vegetation is established. The same measure should be used for steep banks of any earth berm or any other steep area. The detention pond should also be monitored for sediment coming from the storm drainage system. If the bottom of the pond receives sediment, it should be cleaned out and the source found and repaired. The elevation of the pond bottom should be checked every 8 to 10 years and, if significant sediment is encountered, it should be removed from the basin. This should be done during periods of low rainfall to allow soil stirred up by excavation to settle out before a rain event. The detention pond outlet should also be protected by adequate filtration (rip -rap, shown on these plans) to prevent soil from enteri ng the offsite storm drainage system. Pavement areas should also be monitored for pollutants. Any large quantity of fluids such as oil, antifreeze, brake fluid, etc. found on the pavement should be reported to the Home Owner Association and the source determined, if possible, and removed from the site for maintenance or repair. Pavements should also be monitored for sediment coming from vegetated areas that drain onto the pavement. If sediment is found it should be cleaned off the pavement, and the source of the soil found and repaired as discussed above. LOCATION MAP \ �' _/ V 10' DIA. (3) 12" MULCH FILLED EROSION CONTROL LOGS a N 6" EXCAVATED KEY 6" EXCAVATED KEYWAY �AY 6" MULCH BOTTOM OVER GEOTEXTILE MIUMM VIAMOU?' DETAIL WOVEN FAB RIC NOT -TO -SCALE ■ SOILS MAP Br Brookston silty clay loam- this soil is dark colored, silty in texture and on depressional uplands. It is deep and very poorly drained with moderate permeability. It has high available water for plant growth and high organic matter content. It has compact till starting at a depth of 40 to 60 inches. The main soil features that affect the urban development uses are seasonal high water table, high potential frost action, moderate shrink -swell potential, moderate permeability and ponded surface water. Because of these engineering limitations this site will be constructed as follows. Cass Estates, being asingle- family development within the jurisdiction of The City of Carmel and Hamilton County will have to abide by the current Subdivision Control Ordinance. This ordinance requires that we have an artificially drained site and that the homes within this development be well above the 100yr elevation of the proposed detention basins and therefore be protected from flooding. All homes will be of slab type construction. In cases where a high water table is present special footings shall be constructed. All roads will have adequate sub -base. All sanitary sewers shall be public and therefore no septic systems shall be allowed uplands. It is deep and somewhat CrA Crosby silt loam, 0-3 percent slopes - this soil is light colored, silty in texture and on sloping up I a p poorly drained with slow permeability. It has high available water for plant growth and medium organic matter content. The soil has compact till starting at a depth between 20 -40 inches. The main soil features that affect urban development uses are seasonal high water table, moderate shrink -swell potential, high potential frost action and slow permeability. Because of these engineering limitations this site will be constructed as follows. Cass Estates, being asingle- family development within the jurisdiction of The City of Carmel and Hamilton County will have to abide by the current Subdivision Control Ordinance. This ordinance requires that we have an artificially drained site and that the homes within this development be well above the 100yr elevation of the proposed detention basins and therefore be protected from flooding. All homes will be of slab type construction. In cases where a high water table is present special footings shall be constructed. All roads will have adequate sub -base. All sanitary sewers shall be public and therefore no septic systems shall be allowed Mmc2 Miami silt loam, 2 -6 percent slopes- this soil is light colored, silty in texture and on sloping uplands. It is deep and well drained with moderate permeability. It has moderate available water for plant growth and a medium organic matter content. It has t t'll t 4.1. t d h b 20 40 h T 'I f t t t d I ff t b d I t � I Z in this development shall be designed to include foundation drain tiles as to help prevent structural damage from � shrinking and swelling and low strength. There will be no septic fields in this development. All roads will have adequate sub -base. 20' -0" MIN. WIDTH CONSTRUCTION ENTRANCE DETAIL NOT -TO -SCALE r____'_ LINE WITH GEOTEXTILE WOVEN FABRIC #53 STONE o� � 6` MIN. 3:1 FUELING &VEHICLE MAINTENANCE AREA SECTION °ZO-" Z° NOT -TO -SCALE Bags overtop onto the curb 111111111111111111001ill, 11000011 1. Fill geotextile bags approximately half full with 2 to 3 inch stone or mulch. 2. At a position downslope of the lot and upslope ' Runoff of the inlet, lay bags tightly in a row curving upslope from curb and away from inlet. 3. Overlap bags onto the curb and extend amin- imum of 3 feet into the street. 0#001--__ G °p between bags 4. For additional layers, overlap bags with the acts as o spillway row beneath, and leave none -bag gap in the middle of the top row to serve as a spillway. 5. Place bags in an arc around curb inlets that are in a sump position. 6. Set up safety /traffic barriers to keep vehicles from hitting bags, causing possible injury. 7. Inspect and repair as needed, and remove any accumulated sediments after every storm. CURB INLET PROTECTION DETAIL NOT -TO -SCALE EROSION CONTROL NOTES M D W w U U V) :Z Q W 000.1 o � =) N I - r,4-) r,4-) 00 0 o cfl ,---, r,-- Z .,I- r_'_ Q a' r-- re-) co X N 48 °(/) o � � Ln rn � W W -6 Ln Z � a, Q) .v W o r-- � �i %% 444��.,'-_ ST, '-��; I *a . 0;1 : .'� Z : ` = ..a I : -ft 00 . a Oft *ft :' t, "*-'- - It D .* : ♦ p, R I NEy -*-*-*f## � :10200495: -o ': STATE OF = � ��'' SJ' Nom! i �.,,1� TONAL X_%%.% ��rrrritttt��� � compac I s ar ng a a ept etween - Inc es. he main son ea ures ha a verse y a ec ur an eve opmen uses are Q0 moderate potential frost action, moderate shrink -swell potential, moderately slow permeability, low strength and erosion during 0 construction. '*'� Because of these engineering limitations this site will be constructed as follows. The foundations and footings used N-) I ° W Z ° � W Cn Q Z � U EROSION CONTROL MEASURE ENSTALLATION SEQUENCE MAINTENANCE STONE ENTRANCE PRIOR TO C'I EANING AND GRADING INSPECT ENTRANCE PAD AND SEDIMENT DISPOSAL AREA WEEKLY AND AFTER STORM EVENTS OR HEAVY USE. RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL. TOPDRESS WITH CLEAN STONE AS NEEDED. 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. REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY. SILT FENCE PRIOR TO CLEANING AND GRADING INSPECT THE SILT FENCE PERIODICALLY AND AFTER EACH STORM EVENT. IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY. REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT OR IS CAUSING THE FABRIC TO BULGE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT. (n AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND SEDIMENT DEPOSITS, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE. TOPSOIL STOCKPILE PRIOR TO CLEANING AND GRADING DETERMINE DEPTH AND SUITABILITY OF TOPSOIL AT THE SITE. (FOR HELP, CONTACT YOUR LOCAL SWCD OFFICE TO OBTAIN A COUNTY SOIL SURVEY REPORT OR CONSULT WITH A SOIL SCIENTIST.) PRIOR TO STRIPPING TOPSOIL, INSTALL ANY SITE - SPECIFIC DOWNSLOPE PRACTICES NEEDED TO CONTROL RUNOFF AND SEDIMENTATION. REMOVE THE SOIL MATERIAL NO DEEPER THAN WHAT THE COUNTY SOIL SURVEY DESCRIBES AS "SURFACE SOIL" (I.E., A OR AP HORIZON). STOCKPILE THE MATERIAL IN ACCESSIBLE LOCATIONS THAT NEITHER INTERFERE WITH OTHER CONSTRUCTION ACTIVITIES NOR BLOCK NATURAL DRAINAGE; AND INSTALL SILT FENCES, STRAW BALES, OR OTHER BARRIERS TO TRAP SEDIMENT (SEE EXHIBIT 3.02 -6). (SEVERAL SMALL PILES AROUND THE CONSTRUCTION SITE ARE USUALLY MORE EFFICIENT AND EASIER TO CONTAIN THAN ONE LARGE PILE.) IF SOIL IS STOCKPILED FOR MORE THAN 6 MO., IT SHOULD BE TEMPORARILY SEEDED OR COVERED WITH A TARP OR SURROUNDED BY A SEDIMENT BARRIER. TEMPORARY DIVERSIONS AFTER ROUGH GRADING INSPECT WEEKLY AND FOLLOWING EACH STORM EVENT. REMOVE SEDIMENT FROM THE CHANNEL AND REINFORCE THE RIDGE AS NEEDED. CHECK THE OUTLETS AND MAKE NECESSARY REPAIRS IMMEDIATELY. REMOVE SEDIMENT FROM TRAPS WHEN THEY ARE 50% FULL. WHEN THE WORK AREA HAS BEEN STABILIZED, REMOVE THE RIDGE, FILL THE CHANNEL TO BLEND WITH THE NATURAL GROUND, REMOVE TEMPORARY SLOPE DRAINS, AND STABILIZE ALL DISTURBED AREAS. ROCK DAM AFTER ROUGH GRADING INSPECT THE ROCK DAM AND BASIN FOLLOWING EACH STORM EVENT. REMOVE SEDIMENT WHEN IT ACCUMULATES TO HALF THE DESIGN VOLUME (MARKED BY STAKE) CHECK THE DAM AND ABUTMENTS FOR EROSION, PIPING, AND ROCK DISPLACEMENT, AND REPAIR IMMEDIATELY IF THE BASIN DOES NOT DRAIN BETWEEN STORMS, REPLACE THE STONE ON THE UPSTREAM FACE OF DAM IF THE BASIN DRAINS TO RAPIDLY FOLLOWING A STORM,(LESS THAN 6 HRS), ADD INDOT CA N0. 5 GRAVEL ON THE UPSTREAM FACE OF THE DAM. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN PERMANENTLY STABILIZED, a. REMOVE WATER AND SEDIMENT FROM THE BASIN. b. REMOVE THE DAM, DISPOSING OF THE ROCK IN DESIGNATED DISPOSAL AREAS. c. SMOOTH THE SITE TO BLEND THE SURROUNDING AREA. d. STABILIZE TEMPORARY SEEDING AFTER ROUGH GRADING INSPECT PERIODICALLY AFTER PLANTING TO SEE THAT VEGETATIVE STANDS ARE ADEQUATELY ESTABLISHED; RE- SEED IF NECESSARY. CHECK FOR EROSION DAMAGE AFTER STORM EVENTS AND REPAIR; RESEED AND MULCH IF NECESSARY. TOPDRESS FALL SEEDED WHEAT OR RYE SEEDINGS WITH 50 LBS. /ACRE OF NITROGEN IN FEBRUARY OR MARCH IF NITROGEN DEFICIENCY IS APPARENT. (EXHIBIT 3.11 -B SHOWS ONLY WHEAT /RYE FALL SEEDED.) PERMANENT SEEDING AFTER FINISH GRADING INSPECT PERIODICALLY, ESPECIALLY STORM EVENTS, UNTIL THE STAND IS SUCCESSFULLY ESTABLISHED. (CHARACTERISTICS OF A SUCCESSFUL STAND INCLUDE: VIGOROUS DARK GREEN OR BLUISH -GREEN SEEDLINGS; UNIFORM DENSITY WITH NURSE PLANTS, LEGUMES, AND GRASSES WELL INTERMIXED; GREEN LEAVES; AND THE PERENNIALS REMAINING GREEN THROUGHOUT THE SUMMER, AT LEAST AT THE PLANT BASE.) PLAN TO ADD FERTILIZER THE FOLLOWING SEASON ACCORDING TO SOIL TEST RECOMMENDATIONS. REPAIR DAMAGED, BARE, OR SPARSE OR PATCHY, BY FILLING ANY GULLIES, RE- FERTILIZING, OVER - OR RE- SEEDING AND MULCHING AFTER RE- PREPARING THE SEEDBED. IF VEGETATION FAILS TO GROW, CONSIDER SOIL TESTING TO DETERMINE ACIDITY OR NUTRIENT DEFICIENCY PROBLEMS. (CONTACT YOUR SWCD OR COOPERATIVE EXTENSION OFFICE FOR ASSISTANCE.) IF ADDITIONAL FERTILIZATION IS NEEDED TO GET A SATISFACTORY STAND, DO SO ACCORDING TO SOIL TEST RECOMMENDATIONS. EROSION CONTROL MATTING AFTER FINISH GRADING DURING VEGETATIVE ESTABLISHMENT, INSPECT AFTER STORM EVENTS FOR ANY EROSION BELOW THE BLANKET. IF ANY AREA SHOWS EROSION, PULL BACK THAT PORTION OF THE BLANKET COVERING IT, ADD SOIL, RE -SEED THE AREA, AND RE -LAY AND STAPLE THE BLANKET. AFTER VEGETATIVE ESTABLISHMENT, CHECK THE TREATED AREA PERIODICALLY. STRAW BALES AFTER FINISH GRADING INSPECT THE DROP INLET PROTECTION AFTER EACH STORM EVENT, AND MAKE NEEDED REPAIRS IMMEDIATELY. REMOVE SEDIMENT FROM THE POOL AREA TO ENSURE ADEQUATE RUNOFF STORAGE FOR THE NEXT RAIN, TAKING CARE TO NOT DAMAGE OR UNDERCUT THE BALES. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ALL BALES, CONSTRUCTION MATERIAL, AND SEDIMENT AND DISPOSE OF PROPERLY, GRADE THE DISTURBED AREA TO THE ELEVATION OF THE TOP OF THE _ I I I INLET AND STABILfZE. INLET PROTECTION AFTER EACH INLET IN PLACED INSPECT FREQUENTLY FOR DAMAGE BY VEHICULAR TRAFFIC, AND REPAIR IF NEEDED. INSPECT AFTER EACH STORM EVENT. REMOVE SEDIMENT (BUT NOT BY FLUSHING) WHEN IT REACHES HALF THE HEIGHT OF THE BARRIER. DEPOSIT REMOVED SEDIMENT WHERE IT WILL NOT ENTER STORM DRAINS. AFTER ALL AREAS DRAINING TO THESE AREAS N/A REMOVAL OF STRAW BALES ARE STABILIZED AFTER ALL AREAS DRAINING TO THESE AREAS N/A REMOVAL OF INLET PROTECTION ARE STABILIZED REMOVAL OF SILT FENCE AFTER ALL AREAS DRAINING TO THESE AREAS N/A ARE STABILIZED Q j z Q .J n - z_ F W >_ I- j a z ::D I O ' � 0 U - - z I Oi W � w :�i Z Q. I i Z 0 F O i Q W :2 i Q U DRAWN BY: CHECKED BY: TWF BKR SHEET N0. S &A JOB NO. 52645 CURB INLET PROTECTION DETAIL NOT -TO -SCALE EROSION CONTROL NOTES M D W w U U V) :Z Q W 000.1 o � =) N I - r,4-) r,4-) 00 0 o cfl ,---, r,-- Z .,I- r_'_ Q a' r-- re-) co X N 48 °(/) o � � Ln rn � W W -6 Ln Z � a, Q) .v W o r-- � �i %% 444��.,'-_ ST, '-��; I *a . 0;1 : .'� Z : ` = ..a I : -ft 00 . a Oft *ft :' t, "*-'- - It D .* : ♦ p, R I NEy -*-*-*f## � :10200495: -o ': STATE OF = � ��'' SJ' Nom! i �.,,1� TONAL X_%%.% ��rrrritttt��� � compac I s ar ng a a ept etween - Inc es. he main son ea ures ha a verse y a ec ur an eve opmen uses are Q0 moderate potential frost action, moderate shrink -swell potential, moderately slow permeability, low strength and erosion during 0 construction. '*'� Because of these engineering limitations this site will be constructed as follows. The foundations and footings used N-) I ° W Z ° � W Cn Q Z � U EROSION CONTROL MEASURE ENSTALLATION SEQUENCE MAINTENANCE STONE ENTRANCE PRIOR TO C'I EANING AND GRADING INSPECT ENTRANCE PAD AND SEDIMENT DISPOSAL AREA WEEKLY AND AFTER STORM EVENTS OR HEAVY USE. RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL. TOPDRESS WITH CLEAN STONE AS NEEDED. 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. REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY. SILT FENCE PRIOR TO CLEANING AND GRADING INSPECT THE SILT FENCE PERIODICALLY AND AFTER EACH STORM EVENT. IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY. REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT OR IS CAUSING THE FABRIC TO BULGE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT. (n AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND SEDIMENT DEPOSITS, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE. TOPSOIL STOCKPILE PRIOR TO CLEANING AND GRADING DETERMINE DEPTH AND SUITABILITY OF TOPSOIL AT THE SITE. (FOR HELP, CONTACT YOUR LOCAL SWCD OFFICE TO OBTAIN A COUNTY SOIL SURVEY REPORT OR CONSULT WITH A SOIL SCIENTIST.) PRIOR TO STRIPPING TOPSOIL, INSTALL ANY SITE - SPECIFIC DOWNSLOPE PRACTICES NEEDED TO CONTROL RUNOFF AND SEDIMENTATION. REMOVE THE SOIL MATERIAL NO DEEPER THAN WHAT THE COUNTY SOIL SURVEY DESCRIBES AS "SURFACE SOIL" (I.E., A OR AP HORIZON). STOCKPILE THE MATERIAL IN ACCESSIBLE LOCATIONS THAT NEITHER INTERFERE WITH OTHER CONSTRUCTION ACTIVITIES NOR BLOCK NATURAL DRAINAGE; AND INSTALL SILT FENCES, STRAW BALES, OR OTHER BARRIERS TO TRAP SEDIMENT (SEE EXHIBIT 3.02 -6). (SEVERAL SMALL PILES AROUND THE CONSTRUCTION SITE ARE USUALLY MORE EFFICIENT AND EASIER TO CONTAIN THAN ONE LARGE PILE.) IF SOIL IS STOCKPILED FOR MORE THAN 6 MO., IT SHOULD BE TEMPORARILY SEEDED OR COVERED WITH A TARP OR SURROUNDED BY A SEDIMENT BARRIER. TEMPORARY DIVERSIONS AFTER ROUGH GRADING INSPECT WEEKLY AND FOLLOWING EACH STORM EVENT. REMOVE SEDIMENT FROM THE CHANNEL AND REINFORCE THE RIDGE AS NEEDED. CHECK THE OUTLETS AND MAKE NECESSARY REPAIRS IMMEDIATELY. REMOVE SEDIMENT FROM TRAPS WHEN THEY ARE 50% FULL. WHEN THE WORK AREA HAS BEEN STABILIZED, REMOVE THE RIDGE, FILL THE CHANNEL TO BLEND WITH THE NATURAL GROUND, REMOVE TEMPORARY SLOPE DRAINS, AND STABILIZE ALL DISTURBED AREAS. ROCK DAM AFTER ROUGH GRADING INSPECT THE ROCK DAM AND BASIN FOLLOWING EACH STORM EVENT. REMOVE SEDIMENT WHEN IT ACCUMULATES TO HALF THE DESIGN VOLUME (MARKED BY STAKE) CHECK THE DAM AND ABUTMENTS FOR EROSION, PIPING, AND ROCK DISPLACEMENT, AND REPAIR IMMEDIATELY IF THE BASIN DOES NOT DRAIN BETWEEN STORMS, REPLACE THE STONE ON THE UPSTREAM FACE OF DAM IF THE BASIN DRAINS TO RAPIDLY FOLLOWING A STORM,(LESS THAN 6 HRS), ADD INDOT CA N0. 5 GRAVEL ON THE UPSTREAM FACE OF THE DAM. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN PERMANENTLY STABILIZED, a. REMOVE WATER AND SEDIMENT FROM THE BASIN. b. REMOVE THE DAM, DISPOSING OF THE ROCK IN DESIGNATED DISPOSAL AREAS. c. SMOOTH THE SITE TO BLEND THE SURROUNDING AREA. d. STABILIZE TEMPORARY SEEDING AFTER ROUGH GRADING INSPECT PERIODICALLY AFTER PLANTING TO SEE THAT VEGETATIVE STANDS ARE ADEQUATELY ESTABLISHED; RE- SEED IF NECESSARY. CHECK FOR EROSION DAMAGE AFTER STORM EVENTS AND REPAIR; RESEED AND MULCH IF NECESSARY. TOPDRESS FALL SEEDED WHEAT OR RYE SEEDINGS WITH 50 LBS. /ACRE OF NITROGEN IN FEBRUARY OR MARCH IF NITROGEN DEFICIENCY IS APPARENT. (EXHIBIT 3.11 -B SHOWS ONLY WHEAT /RYE FALL SEEDED.) PERMANENT SEEDING AFTER FINISH GRADING INSPECT PERIODICALLY, ESPECIALLY STORM EVENTS, UNTIL THE STAND IS SUCCESSFULLY ESTABLISHED. (CHARACTERISTICS OF A SUCCESSFUL STAND INCLUDE: VIGOROUS DARK GREEN OR BLUISH -GREEN SEEDLINGS; UNIFORM DENSITY WITH NURSE PLANTS, LEGUMES, AND GRASSES WELL INTERMIXED; GREEN LEAVES; AND THE PERENNIALS REMAINING GREEN THROUGHOUT THE SUMMER, AT LEAST AT THE PLANT BASE.) PLAN TO ADD FERTILIZER THE FOLLOWING SEASON ACCORDING TO SOIL TEST RECOMMENDATIONS. REPAIR DAMAGED, BARE, OR SPARSE OR PATCHY, BY FILLING ANY GULLIES, RE- FERTILIZING, OVER - OR RE- SEEDING AND MULCHING AFTER RE- PREPARING THE SEEDBED. IF VEGETATION FAILS TO GROW, CONSIDER SOIL TESTING TO DETERMINE ACIDITY OR NUTRIENT DEFICIENCY PROBLEMS. (CONTACT YOUR SWCD OR COOPERATIVE EXTENSION OFFICE FOR ASSISTANCE.) IF ADDITIONAL FERTILIZATION IS NEEDED TO GET A SATISFACTORY STAND, DO SO ACCORDING TO SOIL TEST RECOMMENDATIONS. EROSION CONTROL MATTING AFTER FINISH GRADING DURING VEGETATIVE ESTABLISHMENT, INSPECT AFTER STORM EVENTS FOR ANY EROSION BELOW THE BLANKET. IF ANY AREA SHOWS EROSION, PULL BACK THAT PORTION OF THE BLANKET COVERING IT, ADD SOIL, RE -SEED THE AREA, AND RE -LAY AND STAPLE THE BLANKET. AFTER VEGETATIVE ESTABLISHMENT, CHECK THE TREATED AREA PERIODICALLY. STRAW BALES AFTER FINISH GRADING INSPECT THE DROP INLET PROTECTION AFTER EACH STORM EVENT, AND MAKE NEEDED REPAIRS IMMEDIATELY. REMOVE SEDIMENT FROM THE POOL AREA TO ENSURE ADEQUATE RUNOFF STORAGE FOR THE NEXT RAIN, TAKING CARE TO NOT DAMAGE OR UNDERCUT THE BALES. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ALL BALES, CONSTRUCTION MATERIAL, AND SEDIMENT AND DISPOSE OF PROPERLY, GRADE THE DISTURBED AREA TO THE ELEVATION OF THE TOP OF THE _ I I I INLET AND STABILfZE. INLET PROTECTION AFTER EACH INLET IN PLACED INSPECT FREQUENTLY FOR DAMAGE BY VEHICULAR TRAFFIC, AND REPAIR IF NEEDED. INSPECT AFTER EACH STORM EVENT. REMOVE SEDIMENT (BUT NOT BY FLUSHING) WHEN IT REACHES HALF THE HEIGHT OF THE BARRIER. DEPOSIT REMOVED SEDIMENT WHERE IT WILL NOT ENTER STORM DRAINS. AFTER ALL AREAS DRAINING TO THESE AREAS N/A REMOVAL OF STRAW BALES ARE STABILIZED AFTER ALL AREAS DRAINING TO THESE AREAS N/A REMOVAL OF INLET PROTECTION ARE STABILIZED REMOVAL OF SILT FENCE AFTER ALL AREAS DRAINING TO THESE AREAS N/A ARE STABILIZED Q j z Q .J n - z_ F W >_ I- j a z ::D I O ' � 0 U - - z I Oi W � w :�i Z Q. I i Z 0 F O i Q W :2 i Q U DRAWN BY: CHECKED BY: TWF BKR SHEET N0. S &A JOB NO. 52645 EROSION CONTROL MEASURE ENSTALLATION SEQUENCE MAINTENANCE STONE ENTRANCE PRIOR TO C'I EANING AND GRADING INSPECT ENTRANCE PAD AND SEDIMENT DISPOSAL AREA WEEKLY AND AFTER STORM EVENTS OR HEAVY USE. RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL. TOPDRESS WITH CLEAN STONE AS NEEDED. 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. REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY. SILT FENCE PRIOR TO CLEANING AND GRADING INSPECT THE SILT FENCE PERIODICALLY AND AFTER EACH STORM EVENT. IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY. REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT OR IS CAUSING THE FABRIC TO BULGE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT. (n AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND SEDIMENT DEPOSITS, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE. TOPSOIL STOCKPILE PRIOR TO CLEANING AND GRADING DETERMINE DEPTH AND SUITABILITY OF TOPSOIL AT THE SITE. (FOR HELP, CONTACT YOUR LOCAL SWCD OFFICE TO OBTAIN A COUNTY SOIL SURVEY REPORT OR CONSULT WITH A SOIL SCIENTIST.) PRIOR TO STRIPPING TOPSOIL, INSTALL ANY SITE - SPECIFIC DOWNSLOPE PRACTICES NEEDED TO CONTROL RUNOFF AND SEDIMENTATION. REMOVE THE SOIL MATERIAL NO DEEPER THAN WHAT THE COUNTY SOIL SURVEY DESCRIBES AS "SURFACE SOIL" (I.E., A OR AP HORIZON). STOCKPILE THE MATERIAL IN ACCESSIBLE LOCATIONS THAT NEITHER INTERFERE WITH OTHER CONSTRUCTION ACTIVITIES NOR BLOCK NATURAL DRAINAGE; AND INSTALL SILT FENCES, STRAW BALES, OR OTHER BARRIERS TO TRAP SEDIMENT (SEE EXHIBIT 3.02 -6). (SEVERAL SMALL PILES AROUND THE CONSTRUCTION SITE ARE USUALLY MORE EFFICIENT AND EASIER TO CONTAIN THAN ONE LARGE PILE.) IF SOIL IS STOCKPILED FOR MORE THAN 6 MO., IT SHOULD BE TEMPORARILY SEEDED OR COVERED WITH A TARP OR SURROUNDED BY A SEDIMENT BARRIER. TEMPORARY DIVERSIONS AFTER ROUGH GRADING INSPECT WEEKLY AND FOLLOWING EACH STORM EVENT. REMOVE SEDIMENT FROM THE CHANNEL AND REINFORCE THE RIDGE AS NEEDED. CHECK THE OUTLETS AND MAKE NECESSARY REPAIRS IMMEDIATELY. REMOVE SEDIMENT FROM TRAPS WHEN THEY ARE 50% FULL. WHEN THE WORK AREA HAS BEEN STABILIZED, REMOVE THE RIDGE, FILL THE CHANNEL TO BLEND WITH THE NATURAL GROUND, REMOVE TEMPORARY SLOPE DRAINS, AND STABILIZE ALL DISTURBED AREAS. ROCK DAM AFTER ROUGH GRADING INSPECT THE ROCK DAM AND BASIN FOLLOWING EACH STORM EVENT. REMOVE SEDIMENT WHEN IT ACCUMULATES TO HALF THE DESIGN VOLUME (MARKED BY STAKE) CHECK THE DAM AND ABUTMENTS FOR EROSION, PIPING, AND ROCK DISPLACEMENT, AND REPAIR IMMEDIATELY IF THE BASIN DOES NOT DRAIN BETWEEN STORMS, REPLACE THE STONE ON THE UPSTREAM FACE OF DAM IF THE BASIN DRAINS TO RAPIDLY FOLLOWING A STORM,(LESS THAN 6 HRS), ADD INDOT CA N0. 5 GRAVEL ON THE UPSTREAM FACE OF THE DAM. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN PERMANENTLY STABILIZED, a. REMOVE WATER AND SEDIMENT FROM THE BASIN. b. REMOVE THE DAM, DISPOSING OF THE ROCK IN DESIGNATED DISPOSAL AREAS. c. SMOOTH THE SITE TO BLEND THE SURROUNDING AREA. d. STABILIZE TEMPORARY SEEDING AFTER ROUGH GRADING INSPECT PERIODICALLY AFTER PLANTING TO SEE THAT VEGETATIVE STANDS ARE ADEQUATELY ESTABLISHED; RE- SEED IF NECESSARY. CHECK FOR EROSION DAMAGE AFTER STORM EVENTS AND REPAIR; RESEED AND MULCH IF NECESSARY. TOPDRESS FALL SEEDED WHEAT OR RYE SEEDINGS WITH 50 LBS. /ACRE OF NITROGEN IN FEBRUARY OR MARCH IF NITROGEN DEFICIENCY IS APPARENT. (EXHIBIT 3.11 -B SHOWS ONLY WHEAT /RYE FALL SEEDED.) PERMANENT SEEDING AFTER FINISH GRADING INSPECT PERIODICALLY, ESPECIALLY STORM EVENTS, UNTIL THE STAND IS SUCCESSFULLY ESTABLISHED. (CHARACTERISTICS OF A SUCCESSFUL STAND INCLUDE: VIGOROUS DARK GREEN OR BLUISH -GREEN SEEDLINGS; UNIFORM DENSITY WITH NURSE PLANTS, LEGUMES, AND GRASSES WELL INTERMIXED; GREEN LEAVES; AND THE PERENNIALS REMAINING GREEN THROUGHOUT THE SUMMER, AT LEAST AT THE PLANT BASE.) PLAN TO ADD FERTILIZER THE FOLLOWING SEASON ACCORDING TO SOIL TEST RECOMMENDATIONS. REPAIR DAMAGED, BARE, OR SPARSE OR PATCHY, BY FILLING ANY GULLIES, RE- FERTILIZING, OVER - OR RE- SEEDING AND MULCHING AFTER RE- PREPARING THE SEEDBED. IF VEGETATION FAILS TO GROW, CONSIDER SOIL TESTING TO DETERMINE ACIDITY OR NUTRIENT DEFICIENCY PROBLEMS. (CONTACT YOUR SWCD OR COOPERATIVE EXTENSION OFFICE FOR ASSISTANCE.) IF ADDITIONAL FERTILIZATION IS NEEDED TO GET A SATISFACTORY STAND, DO SO ACCORDING TO SOIL TEST RECOMMENDATIONS. EROSION CONTROL MATTING AFTER FINISH GRADING DURING VEGETATIVE ESTABLISHMENT, INSPECT AFTER STORM EVENTS FOR ANY EROSION BELOW THE BLANKET. IF ANY AREA SHOWS EROSION, PULL BACK THAT PORTION OF THE BLANKET COVERING IT, ADD SOIL, RE -SEED THE AREA, AND RE -LAY AND STAPLE THE BLANKET. AFTER VEGETATIVE ESTABLISHMENT, CHECK THE TREATED AREA PERIODICALLY. STRAW BALES AFTER FINISH GRADING INSPECT THE DROP INLET PROTECTION AFTER EACH STORM EVENT, AND MAKE NEEDED REPAIRS IMMEDIATELY. REMOVE SEDIMENT FROM THE POOL AREA TO ENSURE ADEQUATE RUNOFF STORAGE FOR THE NEXT RAIN, TAKING CARE TO NOT DAMAGE OR UNDERCUT THE BALES. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ALL BALES, CONSTRUCTION MATERIAL, AND SEDIMENT AND DISPOSE OF PROPERLY, GRADE THE DISTURBED AREA TO THE ELEVATION OF THE TOP OF THE _ I I I INLET AND STABILfZE. INLET PROTECTION AFTER EACH INLET IN PLACED INSPECT FREQUENTLY FOR DAMAGE BY VEHICULAR TRAFFIC, AND REPAIR IF NEEDED. INSPECT AFTER EACH STORM EVENT. REMOVE SEDIMENT (BUT NOT BY FLUSHING) WHEN IT REACHES HALF THE HEIGHT OF THE BARRIER. DEPOSIT REMOVED SEDIMENT WHERE IT WILL NOT ENTER STORM DRAINS. AFTER ALL AREAS DRAINING TO THESE AREAS N/A REMOVAL OF STRAW BALES ARE STABILIZED AFTER ALL AREAS DRAINING TO THESE AREAS N/A REMOVAL OF INLET PROTECTION ARE STABILIZED REMOVAL OF SILT FENCE AFTER ALL AREAS DRAINING TO THESE AREAS N/A ARE STABILIZED Q j z Q .J n - z_ F W >_ I- j a z ::D I O ' � 0 U - - z I Oi W � w :�i Z Q. I i Z 0 F O i Q W :2 i Q U DRAWN BY: CHECKED BY: TWF BKR SHEET N0. S &A JOB NO. 52645 FREQUENTLY FOR DAMAGE BY VEHICULAR TRAFFIC, AND REPAIR IF NEEDED. INSPECT AFTER EACH STORM EVENT. REMOVE SEDIMENT (BUT NOT BY FLUSHING) WHEN IT REACHES HALF THE HEIGHT OF THE BARRIER. DEPOSIT REMOVED SEDIMENT WHERE IT WILL NOT ENTER STORM DRAINS. AFTER ALL AREAS DRAINING TO THESE AREAS N/A REMOVAL OF STRAW BALES ARE STABILIZED AFTER ALL AREAS DRAINING TO THESE AREAS N/A REMOVAL OF INLET PROTECTION ARE STABILIZED REMOVAL OF SILT FENCE AFTER ALL AREAS DRAINING TO THESE AREAS N/A ARE STABILIZED Q j z Q .J n - z_ F W >_ I- j a z ::D I O ' � 0 U - - z I Oi W � w :�i Z Q. I i Z 0 F O i Q W :2 i Q U DRAWN BY: CHECKED BY: TWF BKR SHEET N0. S &A JOB NO. 52645 52645 | l / \ � ^ ILI v I ` U u � } IMF X / � m , i > ] ) � ! $ ! ! _� i ` ! � � _ � � ) | } | � � � § - � . i . � f t ! � � } \ \ ` � } ! $ � ƒ � \ � } ! \ ! :� � \ | J � ;} %� } � � $ } ! } j l * � \ .� ) ) I 3 Er i •M DATUM ELEV 880.00 SCALE: 1"=50' HOR. 1 " =5' VERT. •ef M ::E DATUM ELEV 875.00 SCALE: 1"=50' HOR. 1 " =5' VERT. F a_ z O O (1! WrnN 10 U 00 W ~ z VD _1 O z `o r7 0 w co w r, 't w O p aa JO II JO 0 w � z corn U Zorn 0o Vn O Q � )F.- V m II m pa II w� W a' a! U DO PROPOSED GRADE �N~ U Vn ~ U Vn F- U �V) 30" R.C.P. o� o% of Z 84.96 N.P.= 884.96 oU)H UVnF- U Vn •ef M ::E DATUM ELEV 875.00 SCALE: 1"=50' HOR. 1 " =5' VERT. ` DENOTES FULL DEPTH GRANULAR BACKFILL NOTE: ALL CASTINGS SHALL BE LABELED "DUMP NO WASTE — DRAINS TO WATERWAY ". SCALE: 1"=50' HOR. 1 "= 5' VERT. z O z a_ W U-) O (1! O Z O O 10 U 00 W n z VD 00 N ro - 00 O 0) � 00 W�� � F- wPO J cfl � O of <�- w CD r V) U Vn Z Z GRADE oCf) n W U EXISTING G DO PROPOSED GRADE �N~ EXISTING GRADE 0.42% II �VnF- �V) 30" R.C.P. 16 L.F. 0.30% 12" R.C.P. o% of Z 84.96 N.P.= 884.96 oU)H UVnF- U Z ` DENOTES FULL DEPTH GRANULAR BACKFILL NOTE: ALL CASTINGS SHALL BE LABELED "DUMP NO WASTE — DRAINS TO WATERWAY ". SCALE: 1"=50' HOR. 1 "= 5' VERT. z O z O a_ U U O Z O O W (n W Vn n O O ro W (0 w O 0) � 00 W�� � F- wPO J cfl � O ZZ U z0 � U U Vn Z PROPOSED GRADE 43 L.F. n W $3 EXISTING G DO `06 82.88 �N~ m 0.42% II �VnF- �V) 30" R.C.P. of O o% of Z � O oU)H •t• :•• M DATUM ELEV 875.00 :M Oslo :M DATUM ELEV 870.00 SCALE: 1 "=50' HOR. 1" =5' VERT. SCALE: 1 "= 50' wu-0 O J a_ NN O O Z O O _J r- n W cal W r- H W Z (0 0) � 00 W�� � F- wPO J cfl � O rn J cfl 00 O rn U 00 W L.� Z�00 -� ZO000 Z II z II Vn <F- n W Q�U Q�CU DO Z �N~ m II m II �VnF- �V) wco of O o% of Z � O oU)H UVnF- U Z o 0 � a) LO W 00 U (n Q Z 00 � z GRADE _j z � I /-EXISTING w Ln _ 0 do - o 00 PROPOSED GRADE w w z G:f I 00 z w o z W z O o O 175 L 89.00 12 R.C.P. » 521 L.F. 159 L.F. 0.30% 18" R.C.P. 7.41 0.30% 87.41 87.32 87.32 87.16 87.16 70 L.F 30 L.F. 8" S.D.R. 35 P.V.C. 18" R.C.P. 86.69 86.:, g 2.4jq INV.= 884.88 0.30% 0 18„ 84.9 "HOLEY MOLEY" SAYS: 1-800-382-5544 CALL TOLL FREE 1-800-428-5200 FOR CALLS OUTSIDE OF INDIANA 1-317-571-2648 CALL CARMEL UTILITIES (FOR WATER MAIN LOCATIONS) ■..I Vn z O Cn w Y 0' Q FW- Q p 0- RINE&� � \STE, •• �L No. 10200495 STATE OF ' Q acs,''• .......... , S /ONAL Q0 O Q _Q C) z V) I- z W 0 D W_ U — LL L.� J Lij :E F- > _Q O n W V Z U Q J O U Z � O V) o Ck-' o N a) LO Q 00 Q O 00 � z z � I Q C;d _ 0 do 00 w w z G:f I 00 z w o W z O o w (n O zo V n VJ CAUTION LOCATION OF ALL EXISTING UNDERGROUND O UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE. (including, but not limited to, manholes, inlets, valves, & marks made upon the ground by others.) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISITING UNDERGROUND UTILIITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND —j EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS w OF SAID EXISTING UNDERGROUND UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. Q U DRAWN BY: CHECKED BY: TWF BKR SHEET NO. C600 S &A JOB NO. 52645 Q _Q C) z V) I- z W 0 U — LL - z — 0 J Lij :E L^L I..L > _Q O n V Z � Q J O n VJ CAUTION LOCATION OF ALL EXISTING UNDERGROUND O UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE. (including, but not limited to, manholes, inlets, valves, & marks made upon the ground by others.) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISITING UNDERGROUND UTILIITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND —j EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS w OF SAID EXISTING UNDERGROUND UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. Q U DRAWN BY: CHECKED BY: TWF BKR SHEET NO. C600 S &A JOB NO. 52645 t i t i t t N N X Q LINE W a 0' -6" m MIN. w I 0 W W Q 0 w z J D! 1 ' -0 "(MIN.) (CONFORM TO LOCAL REQUIREMENTS) 4' SIDEWALK VALVE BOX U 2' -0" DIA.X2' -0 "DEEP IN ACCORDANCE DRAINAGE PIT WITH SPECIFICATIONS VALVE WATER MAIN TEE OR ANCHORING TEE CONCRETE / CONCRETE CONCRETE BEARING PAD THRUST BLOCK THRUST BLOCK OR ANCHOR CAST —IN —PLACE AGAINST BLOCKING IF UNDISTURBED GROUND REQUIRED FIRE HYDRANT DETAIL (NO SCALE) ALL WATERMAIN SERVICE LINES TO TERMINATE 8 FEET BEHIND SIDEWALK AND MARKED WITH A 4" PVC PIPE WITH A PAINTED BLUE TOP. NOTE.- POST —CAPS OR EQUIVALENT IS REQUIRED ON ALL WATER VALVE INSALLATION AND MEGA LUGS MUST BE INSTALLED AT ALA MECHANICAL JOINTS. NO WATERMAIN VALVES ARE TO BE PLACED WITHIN THE STREETS, CURBS, OR SIDEWALKS. INSTALL WATERMAIN TRACER WIRE WITH ALL WATER MAINS SAID AND BLUE REFLECTIVE WARNING TAPE MUST BE INSTALLED 18" ABOVE ALL WATERMAINS LAID. NOTE: FIRE HYDRANT MARKERS TO BE INSTALLED IN THE STREET PAVEMENT PERPENDICULAR TO THE FIRE HYDRANT. ALL WATERMAINS SHALL BE DUCTILE IRON AND INSTALLED PER THE CITY OF CARMEL SPECIFICATIONS CONTACT CARMEL UTILITIES FOR WATER MAIN LOCATIONS. NOTE: ALL HYDRANTS SHALL INCLUDE A 6" VALVE. (NO SCALE) LEGEND PROPOSED HYDRANT W /6" VALVE 0 VALVE ri REDUCER ALA DUCTILE IRON WATER MAINS SHALL BE BEDDED IN SAND FROM THE BOTTOM OF THE TRENCH TO 12" ABOVE THE PIPE. PRESSURE PIPE JOINT RESTRAINT TABLE O.D. + 1' LENGTH OF PIPE TO 15' -20' o II I I II I II FROM IANGLE VALVE U PROTECTED ° PRESSURE SHEET N0. WITH PLASTIC DEGREE OF I- „ 10 12 WRAP �III� Z J „ 30 BEND VIII: N � 1" CORP. I o 35 42 COCK I I I a 65 73 I 1" COPPER SERVICE , 115 I- -III \ III =11 III = ,T, -,Ti I I iTi I � �. PIPE TO BE SUPPORTED ALONG ENTIRE LENGTH - EXCAVATE FOR EACH JOINT WATER SERVICE INSTALLATION (NO SCALE) LEGEND PROPOSED HYDRANT W /6" VALVE 0 VALVE ri REDUCER ALA DUCTILE IRON WATER MAINS SHALL BE BEDDED IN SAND FROM THE BOTTOM OF THE TRENCH TO 12" ABOVE THE PIPE. PRESSURE PIPE JOINT RESTRAINT TABLE z o LENGTH OF PIPE TO BE RESTRAINED o IN EACH DIRECTION FROM 1/4 OF BEND U BASED ON 150 psi TEST PRESSURE SHEET N0. C700 DEGREE OF 6 8 „ 10 12 14 16 18 20 24 „ 30 BEND 90 °, TEES 27 35 42 50 58 65 73 80 95 , 115 8c PLUGS 450 7' 9' 11' 13' 15' 17' 19' 21' 24' 29' 22-1/2-D 3' 4' 5' 6' 7' 8' 9' 10' 12' 14' 11-1/40 2 2' 3' 3' 4' 4' 4' 5' 6' 7' ONLY MUELLER FIRE HYDRANTS AND VALVES MAY BE USED. RESTRAINED JOINTS SHALL BE MECHANICAL JOINT MEGALUG WITH RETAINER GLANDS, US PIPE TR FLEX JOINT SYSTEM, US PIPE FIELD LOK GASKET SYSTEM, OR EQUAL. NOTE: THE ABOVE RESTRAINED JOINT LENGTHS ARE MINIMUM LENGTHS THE DESIGN ENGINEER SHALL DETERMINE IF LONGER LENGTHS ARE REQUIRED. "HOLEY MOLEY" SAYS *4 —800-3a2-5544 CALL TOLL FREE 1-800-428-5200 FOR CALLS OUTSIDE OF INDIANA 1- 317- 577 -2648 SCALE: 1 "= 60' WATER LATERAL SANITARYI LINE-\ > \_� OF LOT SANITARY LATERAL 5' 15 5'1 3 ' S.S.D. LATERAL S.S.D. S.S.D. u W w w u WATERLINE TYPICAL UTIUTY LATERAL PLACEMENT ("'Al ITInNI LOCATION OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE. (including, but not limited to, manholes, inlets, valves, & marks made upon the ground by others.) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISITING UNDERGROUND UTILIITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXJS.TINf1 11N�FRrRnllNtl IITII ITIFC SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. M z O Cn Uj Y Q w Q 0 %% p ....... "S �F .•,. '4'A j, Q % i low No. :10200495: aft 'o • =. STATE OF oft i ANAL E�,��•� 0 0 W w U U � � o V) > Q V) Z:3 � O z V) _j Q 48 U) Cki w w z � z w s � -J z W � Wc�i) C:) z � o N U L N O O � N u7 I I 00 � O Co CD z � I o O 00 rn � o I—° W� Q O O rn Q z Q 0 z z 0 U [.. W 0 Q C/) 3: n Z 1 z o z � a Q o [.. W 0 Q C/) 3: n Z 1 52645NO. I J W Q U DRAWN BY: TWF CHECKED BY: BKR SHEET N0. C700 52645NO. I N N X Q O L,VI\ I LINE W a 0' -6" 3 m MIN. a W N Q 0 W z J D! 1 ' -0 "(MIN.) (CONFORM TO LOCAL REQUIREMENTS) ' SIDEWALK 2' -0" DIA.X2' -0 "DEEP DRAINAGE PIT VALVE BOX COVER CURB IN ACCORDANCE WITH SPECIFICATIONS GATE VALVE WATER MAIN TEE OR ANCHORING TEE CONCRETE / CONCRETE CONCRETE BEARING PAD THRUST BLOCK THRUST BLOCK OR ANCHOR CAST -IN -PLACE AGAINST BLOCKING IF UNDISTURBED GROUND REQUIRED FIRE HYDRANT DETAIL (NO SCALE) ALL WATERMAIN SERVICE LINES TO TERMINATE 8 FEET BEHIND SIDEWALK AND MARKED WITH A 4" PVC PIPE WITH A PAINTED BLUE TOP. NOTE: POSI —CAPS OR EQUIVALENT IS REQUIRED ON ALL WATER VALVE INSALLATION AND MEGA LUGS MUST BE INSTALLED AT ALL MECHANICAL JOINTS. NO WATERMAIN VALVES ARE TO BE PLACED WITHIN THE STREETS, CURBS, OR SIDEWALKS. INSTALL WATERMAIN TRACER WIRE WITH ALL WATER MAINS LAID AND BLUE REFLECTIVE WARNING TAPE MUST BE INSTALLED 18" ABOVE ALL WATERMAINS LAID. NOTE: FIRE HYDRANT MARKERS TO BE INSTALLED IN THE STREET PAVEMENT PERPENDICULAR TO THE FIRE HYDRANT. ALL WATERMAINS SHALL BE DUCTILE IRON AND INSTALLED PER THE CITY OF CARMEL SPECIFICATIONS CONTACT CARMEL UTILITIES FOR WATER MAIN LOCATIONS. NOTE*- ALL HYDRANTS SHALL INCLUDE A 6" VALVE. O.D. + 1' 15' -20' so II I I II I II (ANGLE VALVE PROTECTED 4 WITH PLASTIC -I I I � VIII WRAP III X111= W Ld J II I II II I I� d' 111 � COCKORP. ( I I I 0 M a 1" COPPER SERVICE IIII� _� l VIII � PIPE TO BE SUPPORTED ALONG ENTIRE LENGTH - EXCAVATE FOR EACH JOINT WATER SERVICE INSTALLATION (NO SCALE) LEGEND PROPOSED HYDRANT W /6" VALVE Q VALVE KI REDUCER ALL DUCTILE IRON WATER MAINS SHALL BE BEDDED IN SAND FROM THE BOTTOM OF THE TRENCH TO 12" ABOVE THE PIPE. PRESSURE PIPE JOINT RESTRAINT TABLE LENGTH OF PIPE TO BE RESTRAINED IN EACH DIRECTION FROM 1/4 OF BEND Q BASED ON 150 psi TEST PRESSURE DEGREE OF BEND 6 8 10 12 14 16 18 20 24 30 90 °, TEES & PLUGS 27 35 42 50 58 65 73 80 95 115 , 450 7' 9' 11' 13' 15' 17' 19' 21' 24' 29' 22-1/20 3' 4' 5' 6' 7' 8' 9' 10' 12' 14' 11 -1/4 2 2 3 3 4 4 4 5 6 7 ONLY MUELLER FIRE HYDRANTS AND VALVES MAY BE USED. RESTRAINED JOINTS SHALL BE MECHANICAL JOINT MEGALUG WITH RETAINER GLANDS, US PIPE TR FLEX JOINT SYSTEM, US PIPE FIELD LOK GASKET SYSTEM, OR EQUAL. NOTE: THE ABOVE RESTRAINED JOINT LENGTHS ARE MINIMUM LENGTHS THE DESIGN ENGINEER SHALL DETERMINE IF LONGER LENGTHS ARE REQUIRED. "HOLEY MOLEY" SAYS 1-800-382-5544 CALL TOLL FREE 1-800-428-5200 FOR CALLS OUTSIDE OF INDIANA 1-317-571-2648 SCALE: 1 "= 60' [*\\-CL OF LOT SANITARY WATER I LATERAL Z\) 5' 5pi S' I SANITARY LINE-\ > S. S. D. LATERAL S. S. D. S. S. D. W w WATERLINE TYPICAL UTIUTY LATERAL PLACEMENT CAUTION LOCATION OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE. (including, but not limited to, manholes, inlets, valves, & marks made upon the ground by others.) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISITING UNDERGROUND UTILIITIES FOR WH1C1H. THEE I.S IIL Qa(a\IE c_,r3i,% EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. M U) z _o (n w Of Q w F- M p. R I NEjy ♦ O i ♦ 00 No@ 10200495: .00 i 'o STATE OF F S�ONAL QD 0 Q U 0 w CHECKED BY: BKR SHEET N0. C701 W U ca') -- 0 V LU o d- � N I Q Ln 00 — U ° oco QD 0 Cn Z �, –� C�8 Cn CD CD 00 W W z � � Ln I C� W o r-- �°- J � Q Ir- W Z F. o �t 0 ._._J _Z) rn � a- W V) 0 Z F- O � U � o CD W 0 Q (of) 3: n Z Q z 0 z z 0 U z 0 Q Z S &A JOB NO. 52645 Q U DRAWN BY: TWF CHECKED BY: BKR SHEET N0. C701 S &A JOB NO. 52645 a GENERAL NOTES: 1. All storm sewers shall be constructed with reinforced concrete pipe Class III or as noted and conform to A.S.T.M. C -76 or latest revision. All manholes shall be precast concrete construction in accordance with State of Indiana Specifications and shall have Type "A" cast iron ring and cover. 2. Joints in sewer pipe shall conform to A.S.T.M. Specification C -425 or latest revision. 3. Sewer pipe shall be bedded in accordance with detail shown. Sewer trenches shall be kept free of all water. Do not allow water or mud to enter the sewer. 4. All pipe or drainage structures in trenches under paved surfaces and within 10 feet of the pavement shall be backfilled with granular material and compacted by approved methods. 5. No roof drains, footing drains and / or surface water drains may be connected to the sanitary sewer system, including temporary connections during construction. 6. Sewers crossing mains shall be laid to provide minimum distance of 18 inches between the outside of the water main and the outside of the sewer. This shall be the case where the water main is either above or below the sewer. The crossing shall be arranged so that the sewer joints will be equidistant and as for as possible from the water main joints. Where a water main crosses under a sewer, adequate structural support shall be provided for the sewer to prevent damage to the water main. When it is impossible to obtain proper horizontal and vertical separation as stipulated above, the sewer shall be designed and constructed equal to water pipe and shall be pressure tested to assure watertightness prior to backfilling. 7. Water mains shall be of ductile iron Class 350 cement lined pipe, unless otherwise noted in the plans. A. Water lines shall be of ductile iron pipe, Class 50 cement line water works grade. B. Stop shall be those manufactured by Ford or Mueller Corporation with AWWA taper thread, and with copper compression type fitting on outlet, or equal. C. Blow -off valves shall be those manufactured by Mueller Corporation (H010283 or H- 10291), or equal. D. Angle valves at the end of water service stub are to be copper compression type fitting also, and are to be protected with plastic bay over the valve. E. 3/4" taps in lines smaller than 4 inches shall be only by tapped tee or tapping saddle. Water service lines should be marked on curbs with blue paint. (Sewer lateral locations red). 8. All water mains to be pressure tested for leakage and sterilized in accordance with directions from Carmel Water Department. 9. No traffic will be allowed on prepared subgrade prior to paving. 10. All street construction within the lines of dedicated right -of -way shall be in accordance with the Specifications of Hamilton County Highway Department. 11. Property line corners of street intersections are rounded by an arc having a 15' radius. Property lines drawn hereon are carried to the P.I. of the arc. 12. A temporary seeding mixture in the areas where stripping of fills have been graded shall be seeded for silt and erosion protection. After grading all construction areas are to be seeded as follows: A. Swale seeding : Seed and fertilize within construction limits with 5# /acre "Redtop" grass, 20# /acre "Rye Grass ", 20# /acre "Blue Grass ", 25# /acre "Tall Fescue" grass, and 600# /acre 12 -12 -12 fertilizer. B. Cut /Fill Seeding Along Paved Areas: Seed and fertilize with 25# /acre "Tall Fescue" grass, 20# /acre "Rye Grass ", 15# /acre "Blue Grass" and 600# /acre 12 -12 -12 fertilizer. 13. The location of houses (depicted by rectangles) show the pad elevation and /or outside grade. The finished floor elevation is 8 inches higher, more or less than the outside grade. 14. It shall be the responsibility of each contractor to verify all existing utilities and conditions pertaining to his phase of the work. It shall also be the contractors responsibility to contact the owners of the various utilities before work is started. The contractor shall notify in writing the owners and /or the engineers of any changes, errors, or omissions found on these plans or in the field before work is started or resumed. 15. All drainage pipe and ditch outfalls to receiving streams shall be constructed in accordance with drawings, subject however, to any modification required by the City of Carmel at the time installation is completed and to any adjustments needed for field conditions that could not be anticipated on the design drawings. 16. Contractor to record dimensions measured along sewer line from nearest manhole to each sanitary sewer lateral. 17. Contractor to record dimension of each water stub from nearest fire hydrant measured along the water main. 18. The above locations of laterals, along with any other construction changes are to be incorporated on the original construction drawings and record drawings submitted to the City Engineer's Office as soon after completion of construction as possible. 19. Contractor shall verify subsurface conditions prior to bidding. 20. "The engineer and /or owner disclaim any role in the construction means and methods associated with the project as set forth in these plans." SECTION 02730 - SANITARY SEWER 1. Standard specifications of the District and Indiana Department of Transportation shall apply for all work and materials. Pipe shall be installed in accordance with Section 715. 2. Sanitary sewer pipe shall be PVC in accordance with ASTM D -3034 (S.D.R. 35) and ASTMI 2321. PVC pipe shall have grooved bell and gasket. The pipe shall be made of PVC plastic having a cell classification of 12454B. 3. PVC sewer fittings shall conform to the requirements of ASTM D- 3034 -89 specification. Fittings in sizes through 8" shall be molded in one piece with elastomeric joints and minimum socket depths as specified in sections 6.2 and 7.3.2. Fittings 10 and larger shall be molded or fabricated in accordance with section 7.11 with manufacturers standard i e bells and gaskets. Wall thickness of fittings shall be SDR 26 as defined in section 7.4.1 of specifications. Gaskets for elastomeric joints shall be molded with a minimum cross-sectional area of 0.20 square inches and conform to ASTM F -477 specification. Fittings shall be manufactured by Harco or equal. 4. All sanitary manholes shall be precast concrete manholes in accordance with ASTM C -478 and Section 720. 0-rings shall conform to C -443. Kent Seal or 9 equivalent shall also be applied to all joints and between riser rings and castings. Manhole step spacing shall be no more than 16- inches. Manholes shall be air tested for leakage in accordance with ASTM C1244 -93, Standard Test Method for Concrete Sewer Manholes by the Negative Air Pressure (Vacuum) Test. A. Installation and operation of vacuum equipment and indicating devices must be in accordance with manufacturers recommendations and performance specifications which have been provided by the manufacturer and accepted by the Engineer. The vacuum equipment must be capable of testing the entire manhole, including the casting and riser rings. B. With the vacuum tester set in place: 1. Connect the vacuum pump to the outlet port with the valve open. 2. Draw a vacuum of ten (10) inches of Hg. and close the valve. C. Accepted standards for leakage will be established from the elapsed time for a negative pressure change from ten (10) inches to nine (9) inches of mercury. The maximum allowable leakage rate for a four (4) foot diameter manhole must be in accordance with the following: Minimum Elapsed Time for a Manhole Depth Pressure Change of 1 Inch Hg 10 feet or less 60 seconds >10 feet but <15 feet 75 seconds >15 feet but <25 feet 90 seconds For manholes five (5) feet in diameter, add an additional fifteen (15) seconds and for manholes six (6) feet in diameter, add an additional thirty (30) seconds to the time requirements for four (4) foot diameter manholes. For all manholes deeper than twenty -five (25) feet, the Engineer will determine the applicable minimum elapsed time. D. If the manhole fails the test, necessary repairs must be made and the vacuum test and repairs must be repeated until the manhole passes the test. E. If manhole joint sealants are pulled out during the vacuum test, the manhole must be disassembled and the joint sealants replaced. F. Manholes will be subject to visual inspection with all visual leaks being repaired. 5. Butyl rubber coating shall be applied around each manhole joint from 6- inches above to 6- inches below each joint. The appropriate primer shall be applied prior to applying the rubber coating. Inside joints to be filled with precoat plug material. 6. The manhole chimneys, including all riser rings shall be sealed using Infi - Shield Uniband or approved equal. Prior to placement, the top 4- inches of the manhole cone and casting frame shall be cleaned and primed. The Uniband shall extend from 3- inches below the top of the cone section to 2- inches over the flange of the manhole casting frame. 7. The casting elevations are set by plan. However, the castings are to be adjusted in the field by the Engineers representative should a discrepancy occur between plan grade and existing grade. New manhole ring and cover shall be installed to establish grade. Maximum height of adjusting rings shall be 12- inches. 8. Backfill around all structures and all cuts under paved areas with granular material. Trenches opening within 5 -feet of paved roadways shall be backfilled with granular material in accordance with Section 211. Backfill under sidewalks shall be granular, unless the walks are constructed a minimum of 6 months after backfill has been in place. 9. The Contractor shall be responsible for verifying that all state highways, city, and county permits have been obtained by the developer prior to start of construction. 10. The Contractor shall be required to furnish the developer ' s Engineer with a set of prints, marked in red pencil, showing actual sewer location and invert, to include lateral location, depth and length. Such asbuilt prints must be received by the Engineer before the final contract payment can be authorized. The sanitary sewer laterals and stubs termination shall be indicated on the surface with a metal fence post set immediately above the said termination point. 11. All sanitary sewer lines upon completion will be required to pass a low pressure air test. Said test shall be conducted according to ASTM 1417 -92, and shall be witnessed by an Engineer and a representative of the District. The testing shall be in accordance with Table 1. Add 0.5 psig for each foot of water above the sewer line being tested. 12. Deflection tests shall be performed on all flexible* pipe after the final backfill has been in place at least 30 days. No pipe shall exceed a vertical deflection of 5% deflection test results. ( *The following are considered non - flexible pipes: concrete pipe, ductile iron pipe, and cast iron pipe). The deflection test shall be performed with a nine -point mandrel. Proving rings shall be available. 13. All mandrel testing shall be observed by a professional engineer representative for certification and a representative of the District. 14. The ends of laterals are to be plugged tight with a braced plastic disc or cap capable of withstanding a low pressure air test without leakage. 15. Bedding for flexible pipe shall be No. 8 crushed stone from 6- inches below the pipe to 12- inches above the pipe. Bedding for rigid pipe shall be No. 8 crushed stone from 6- inches below the pipe to the spring line of the pipe and from this point to 12- inches above shall be fill sand or equivalent. Manholes shall be placed on no less than 6- inches of No. 8 crushed stone bedding. 16. Water and sewer line crossings and separations shall be in accordance with 327 IAC 3 -6 -9. 17. Trench shall be opened sufficiently ahead of pipe laying to reveal obstruction, and shall be properly protected and /or barricaded when left unattended. 18. No water shall be permitted to flow into the sanitary sewer system during construction. Contractor shall utilize a pump to keep the water level below the pipe. Pump discharge shall be directed to a storm outlet in accordance with state and federal laws and regulations (3271AC 3- 6 -20). Any pipe entering existing sewers shall be plugged with screw type mechanical, braced plug until such time as all tests on the sewers have been completed and the lines have passed all punch lists. 19. All sewer laterals installed by the mainline Contractor shall be bedded the same as the main line sewer. 20. Forty -eight (48) hours notice shall be given to the District prior to the start of sewercoinstruction. Also, 48 hours notice shall be given prior to doing any testing on the sewer. 21. Manhole castings shall be stamped SANITARY SEWER (Neenah Casting R 1642A or equal) and be self - sealing type. The casting flange shall be 34 inches and the clear opening shall be 24 inches. Waterproof castings shall be Neenah R- 1916 -F1 and stamped SANITARY SEWER. 22. The minimum slope for sewer acceptance by the Clay Township Regional Waste District are: Size of Pipe Minimum Constructed Slope 8 -inch 0.40% 10 -inch 0.28% 12 -inch 0.22% 15 -inch 0.15% 18 -inch 0.12% 23. The Contractor shall provide measurements of the slope of the sewer for each manhole section as construction progresses. Such measurements shall be certified by a Registered Land Surveyor or Engineer and be available on -site for observation by the District ' s Inspector. No more than three manhole sections can be constructed in advance of such measurements. 24. In the event the Contractor does not meet the minimum slopes, the sewer section and any other affected sewer sections shall be reconstructed to meet such minimum slopes. 25. Laterals are to be traced with a minimum size of 14 gauge wire from the wye to the terminus. The contractor for the building or home will extend the wire from this terminus to the building cleanout adjacent to the building. FINISH GRADE C4 Q INFISHIELD "UNIBAND" BUTYL RUBBER C-4 V_ M _ 26, rill W a. w •. il ,�• � r DUCTILE IRON PIPE SPECIFICATIONS f _ a. Material: Ductile Iron Pipe in diameters from eight (8) inches through thirty six (36) NEENAH inches shall be centrifugally cast and shall conform to ANSI Specifications A21.51 and AWWA C -151, latest revision. Ductile Iron Pipe shall be Class 50, 51, 52, or 54 wall thickness EAST JORDAN dependent upon site conditions and provided In minimum laying lenghts of eighteen (18) feet. I b. Fittings: Fittings shall be standardized for the type of pipe and joint specified and shall BACKFILL comply with ANSI A- 21.10, AWWA C -110. c. Joints: Mechanical joints, slip or flanged joints shall be provided. COMPACTED Mechanical joints and accessories shall conform to AWWA Standard C -111, ANSI A- 21.11. The bolts and nuts shall be corrosion resistant high strenght alloy steel. Z GRANULAR The 0 -ring gaskets sealing the slip joint shall be made of rubber of special composition Z having a texture to assure a watertight and permanent seal and shall be the product of a : manufacturer having at least five (5) years experience in the manufacuter of rubber gaskets rid I f r r .ir A �lr%jn ±$ N and texture which is resistant to common ingredients of sewage, industrial wastes and N groundwater; and which will endure permanently under the conditions likely to be imposed by this service. The gasket shall conform to the requirements of AWWA C -111 (ANSI A- 2111). Z_ Flanged joints shall be manufactured with laying dimesions, facing and flange detailed in COMPACTED' accordance with AWWA Standard C -115 (ANSI A21.15) Class 125. SECTION 02730 - SANITARY SEWER 1. Standard specifications of the District and Indiana Department of Transportation shall apply for all work and materials. Pipe shall be installed in accordance with Section 715. 2. Sanitary sewer pipe shall be PVC in accordance with ASTM D -3034 (S.D.R. 35) and ASTMI 2321. PVC pipe shall have grooved bell and gasket. The pipe shall be made of PVC plastic having a cell classification of 12454B. 3. PVC sewer fittings shall conform to the requirements of ASTM D- 3034 -89 specification. Fittings in sizes through 8" shall be molded in one piece with elastomeric joints and minimum socket depths as specified in sections 6.2 and 7.3.2. Fittings 10 and larger shall be molded or fabricated in accordance with section 7.11 with manufacturers standard i e bells and gaskets. Wall thickness of fittings shall be SDR 26 as defined in section 7.4.1 of specifications. Gaskets for elastomeric joints shall be molded with a minimum cross-sectional area of 0.20 square inches and conform to ASTM F -477 specification. Fittings shall be manufactured by Harco or equal. 4. All sanitary manholes shall be precast concrete manholes in accordance with ASTM C -478 and Section 720. 0-rings shall conform to C -443. Kent Seal or 9 equivalent shall also be applied to all joints and between riser rings and castings. Manhole step spacing shall be no more than 16- inches. Manholes shall be air tested for leakage in accordance with ASTM C1244 -93, Standard Test Method for Concrete Sewer Manholes by the Negative Air Pressure (Vacuum) Test. A. Installation and operation of vacuum equipment and indicating devices must be in accordance with manufacturers recommendations and performance specifications which have been provided by the manufacturer and accepted by the Engineer. The vacuum equipment must be capable of testing the entire manhole, including the casting and riser rings. B. With the vacuum tester set in place: 1. Connect the vacuum pump to the outlet port with the valve open. 2. Draw a vacuum of ten (10) inches of Hg. and close the valve. C. Accepted standards for leakage will be established from the elapsed time for a negative pressure change from ten (10) inches to nine (9) inches of mercury. The maximum allowable leakage rate for a four (4) foot diameter manhole must be in accordance with the following: Minimum Elapsed Time for a Manhole Depth Pressure Change of 1 Inch Hg 10 feet or less 60 seconds >10 feet but <15 feet 75 seconds >15 feet but <25 feet 90 seconds For manholes five (5) feet in diameter, add an additional fifteen (15) seconds and for manholes six (6) feet in diameter, add an additional thirty (30) seconds to the time requirements for four (4) foot diameter manholes. For all manholes deeper than twenty -five (25) feet, the Engineer will determine the applicable minimum elapsed time. D. If the manhole fails the test, necessary repairs must be made and the vacuum test and repairs must be repeated until the manhole passes the test. E. If manhole joint sealants are pulled out during the vacuum test, the manhole must be disassembled and the joint sealants replaced. F. Manholes will be subject to visual inspection with all visual leaks being repaired. 5. Butyl rubber coating shall be applied around each manhole joint from 6- inches above to 6- inches below each joint. The appropriate primer shall be applied prior to applying the rubber coating. Inside joints to be filled with precoat plug material. 6. The manhole chimneys, including all riser rings shall be sealed using Infi - Shield Uniband or approved equal. Prior to placement, the top 4- inches of the manhole cone and casting frame shall be cleaned and primed. The Uniband shall extend from 3- inches below the top of the cone section to 2- inches over the flange of the manhole casting frame. 7. The casting elevations are set by plan. However, the castings are to be adjusted in the field by the Engineers representative should a discrepancy occur between plan grade and existing grade. New manhole ring and cover shall be installed to establish grade. Maximum height of adjusting rings shall be 12- inches. 8. Backfill around all structures and all cuts under paved areas with granular material. Trenches opening within 5 -feet of paved roadways shall be backfilled with granular material in accordance with Section 211. Backfill under sidewalks shall be granular, unless the walks are constructed a minimum of 6 months after backfill has been in place. 9. The Contractor shall be responsible for verifying that all state highways, city, and county permits have been obtained by the developer prior to start of construction. 10. The Contractor shall be required to furnish the developer ' s Engineer with a set of prints, marked in red pencil, showing actual sewer location and invert, to include lateral location, depth and length. Such asbuilt prints must be received by the Engineer before the final contract payment can be authorized. The sanitary sewer laterals and stubs termination shall be indicated on the surface with a metal fence post set immediately above the said termination point. 11. All sanitary sewer lines upon completion will be required to pass a low pressure air test. Said test shall be conducted according to ASTM 1417 -92, and shall be witnessed by an Engineer and a representative of the District. The testing shall be in accordance with Table 1. Add 0.5 psig for each foot of water above the sewer line being tested. 12. Deflection tests shall be performed on all flexible* pipe after the final backfill has been in place at least 30 days. No pipe shall exceed a vertical deflection of 5% deflection test results. ( *The following are considered non - flexible pipes: concrete pipe, ductile iron pipe, and cast iron pipe). The deflection test shall be performed with a nine -point mandrel. Proving rings shall be available. 13. All mandrel testing shall be observed by a professional engineer representative for certification and a representative of the District. 14. The ends of laterals are to be plugged tight with a braced plastic disc or cap capable of withstanding a low pressure air test without leakage. 15. Bedding for flexible pipe shall be No. 8 crushed stone from 6- inches below the pipe to 12- inches above the pipe. Bedding for rigid pipe shall be No. 8 crushed stone from 6- inches below the pipe to the spring line of the pipe and from this point to 12- inches above shall be fill sand or equivalent. Manholes shall be placed on no less than 6- inches of No. 8 crushed stone bedding. 16. Water and sewer line crossings and separations shall be in accordance with 327 IAC 3 -6 -9. 17. Trench shall be opened sufficiently ahead of pipe laying to reveal obstruction, and shall be properly protected and /or barricaded when left unattended. 18. No water shall be permitted to flow into the sanitary sewer system during construction. Contractor shall utilize a pump to keep the water level below the pipe. Pump discharge shall be directed to a storm outlet in accordance with state and federal laws and regulations (3271AC 3- 6 -20). Any pipe entering existing sewers shall be plugged with screw type mechanical, braced plug until such time as all tests on the sewers have been completed and the lines have passed all punch lists. 19. All sewer laterals installed by the mainline Contractor shall be bedded the same as the main line sewer. 20. Forty -eight (48) hours notice shall be given to the District prior to the start of sewercoinstruction. Also, 48 hours notice shall be given prior to doing any testing on the sewer. 21. Manhole castings shall be stamped SANITARY SEWER (Neenah Casting R 1642A or equal) and be self - sealing type. The casting flange shall be 34 inches and the clear opening shall be 24 inches. Waterproof castings shall be Neenah R- 1916 -F1 and stamped SANITARY SEWER. 22. The minimum slope for sewer acceptance by the Clay Township Regional Waste District are: Size of Pipe Minimum Constructed Slope 8 -inch 0.40% 10 -inch 0.28% 12 -inch 0.22% 15 -inch 0.15% 18 -inch 0.12% 23. The Contractor shall provide measurements of the slope of the sewer for each manhole section as construction progresses. Such measurements shall be certified by a Registered Land Surveyor or Engineer and be available on -site for observation by the District ' s Inspector. No more than three manhole sections can be constructed in advance of such measurements. 24. In the event the Contractor does not meet the minimum slopes, the sewer section and any other affected sewer sections shall be reconstructed to meet such minimum slopes. 25. Laterals are to be traced with a minimum size of 14 gauge wire from the wye to the terminus. The contractor for the building or home will extend the wire from this terminus to the building cleanout adjacent to the building. FINISH GRADE C4 Q INFISHIELD "UNIBAND" BUTYL RUBBER C-4 V_ M _ 26, rill W a. w •. il ,�• � r MANHOLE CASTING SCHEDULE MANUFACTURER SELF SEALING WATERTIGHT NEENAH R-1 642A R- 1916 -F1 EAST JORDAN 104522 1045WT BACKFILL MANHOLE CASTING SCHEDULE MANUFACTURER SELF SEALING WATERTIGHT NEENAH R-1 642A R- 1916 -F1 EAST JORDAN 104522 I 1045W1F CASTING SHALL BE EITHER SELF - SEALING OR WATERTIGHT, (SEE PLAN & PROFILE SHEETS FOR CASTING TYPE). LIDS SHALL BE STAMPED "SANITARY SEWER" AND HAVE CLOSED PICKHOLES. FRAME SHALL BE SET ON DOUBLE ROW OF 1/2" KENT SEAL, OR SINGLE ROW OF 1" KENT SEAL (SEE MANHOLE CASTING SCHEDULE). PRECAST CONCRETE ADJUSTING RING DOUBLE ROW OF KENT SEAL MANHOLE STEPS PER SPECS INTERIOR JOINTS AND LIFT HOLES SHALL BE SEALED WITH NON - SHRINK GROUT PER SPECS, NO GROUT ABOVE TOP OF CONE SECTION SET BARREL JOINTS WITH RUBBER TYPE GASKET EQUAL TO ASTM C -443 AND,, ON DOUBLE RM KENT SEAL OR SINGLE ROW OF 1 KENT SEAL MANHOLE REINF. PER ASTM SPECS PIPE DIA. PER PLAN & PROFILE BENCHWALL SHALL BE CLASS "B" CONC. BENCHWALL HEIGHT SHALL BE 80% OF PIPE DIA (MANHOLES WITH PIPE INVERT DEPTHS OF 14 FT. OR GREATER. � 4#-On 6" MIN. COMPACTED #8 STONE I.D. SANITARY MANHOLE -TYPE "A" NOT TO SCALE 1. CONCRETE OR STONE BEDDING TO EXTEND TO UNDISTURBED TRENCH WALLS. 2. FOR TRENCH WIDTH, REFER TO SPECIFICATIONS. 3. FOR PIPE DIA., REFER TO PLAN AND PROFILES. TRENCH WIDTH BACKFILL 3,000 P.S. CONCREI Z crD Z co 6" MIN. 6" MIN. CONCRETE ENCASEMENT CLASS "A -A" TRENCH WIDTH BACKFILL COMPACTI #8 STONE FINISH GF' " ^� s INFI "UN BUTYL Rl 6'" MIN. 6" MIN. FLEXIBLE PIPE BEDDING 6" MIN. 6" MIN. RIGID PIPE BEDDING PIPE BEDDING DETAILS NOT TO SCALE = aWar ,y` q' •,�'. ems}, u" -n �y�«*�R w•� ..•`��y.�,�.f sy�t,�+ �2�`�} ,.,`� ��R.vY� r �`• -~ �• �'i° 7t "...' ia°�t »�r" ���. � `°,r• .�• a� p'�is- ,�,vr ` � � � ,, ��� ,�'° •�s °x «gyp` .F''�k +�R� �� ` A�x c'��� �as!'i R �,•.'y¢ ' 45)AIN_ SECTION A -A A FLOW A COVER AND SEAL END OF LATERAL PROPERTY OR EASEMENT LINE -6 "0 LATERAL MAIN SEWER LINE NOTES: 1. PIPE BEDDING FOR LATERALS SHALL BE THE SAME AS FOR MAIN LINE SEWER. 4[ 2. NORMAL GRADE FOR LATERALS SHALL BE 1/4" PER FOOT. 3. MINIMUM GRADE FOR LATERALS SHALL BE 1/8" PER FOOT. 4. ALL FITTINGS SHALL BE SDR 26. 5. DEPTH AT PROPERTY LINE TO BE APPROX. 5 FEET BELOW ESTABLISHED GRADE EXCEPT WHERE MAIN LINE GRADE FIXES SHALLOWER DEPTH OR WHERE BASEMENTS DICTATE A GREATER DEPTH. 6. MARK END OF LATERAL AT PROPERTY LINE WITH A METAL FENCE POST. 7. LATERAL TO BE TRACED WITH 08 GAUGE WIRE FROM THE WYE FITTTING TO THE TERMINUS CAP. LATERAL DETAIL NOT TO SCALE MANHOLE CASTING SCHEDULE CLASS "A" SELF SEALING WATERTIGHT NEENAH TRENCH WIDTH R- 1916 -F1 EAST JORDAN 104522 I 1045W1F BACKFILL �. . ,; `'v \�• : N COMPACTED Z GRANULAR '' Z MATERIAL N N Z_ U COMPACTED' #8 STONE I I 6'" MIN. 6" MIN. FLEXIBLE PIPE BEDDING 6" MIN. 6" MIN. RIGID PIPE BEDDING PIPE BEDDING DETAILS NOT TO SCALE = aWar ,y` q' •,�'. ems}, u" -n �y�«*�R w•� ..•`��y.�,�.f sy�t,�+ �2�`�} ,.,`� ��R.vY� r �`• -~ �• �'i° 7t "...' ia°�t »�r" ���. � `°,r• .�• a� p'�is- ,�,vr ` � � � ,, ��� ,�'° •�s °x «gyp` .F''�k +�R� �� ` A�x c'��� �as!'i R �,•.'y¢ ' 45)AIN_ SECTION A -A A FLOW A COVER AND SEAL END OF LATERAL PROPERTY OR EASEMENT LINE -6 "0 LATERAL MAIN SEWER LINE NOTES: 1. PIPE BEDDING FOR LATERALS SHALL BE THE SAME AS FOR MAIN LINE SEWER. 4[ 2. NORMAL GRADE FOR LATERALS SHALL BE 1/4" PER FOOT. 3. MINIMUM GRADE FOR LATERALS SHALL BE 1/8" PER FOOT. 4. ALL FITTINGS SHALL BE SDR 26. 5. DEPTH AT PROPERTY LINE TO BE APPROX. 5 FEET BELOW ESTABLISHED GRADE EXCEPT WHERE MAIN LINE GRADE FIXES SHALLOWER DEPTH OR WHERE BASEMENTS DICTATE A GREATER DEPTH. 6. MARK END OF LATERAL AT PROPERTY LINE WITH A METAL FENCE POST. 7. LATERAL TO BE TRACED WITH 08 GAUGE WIRE FROM THE WYE FITTTING TO THE TERMINUS CAP. LATERAL DETAIL NOT TO SCALE MANHOLE CASTING SCHEDULE MANUFACTURER SELF SEALING WATERTIGHT NEENAH R-1 642A R- 1916 -F1 EAST JORDAN 104522 I 1045W1F CASTING SHALL BE EITHER SELF - SEALING OR WATERTIGHT, (SEE PLAN & PROFILE SHEETS FOR CASTING TYPE). LIDS SHALL BE STAMPED "SANITARY SEWER" AND HAVE CLOSED PICKHOLES. FRAME SHALL BE SET ON DOUBLE ROW OF 1/2" KENT SEAL OR SINGLE ROW OF 1" KENT SEAL (SEE MANHOLE CASTING SCHEDULE). PRECAST CONCRETE ADJUSTING RING DOUBLE ROW OF KENT SEAL MANHOLE STEPS PER SPECS INTERIOR JOINTS AND LIFT HOLES SHALL BE SEALED WITH NON - SHRINK GROUT PER SPECS, NO GROUT ABOVE TOP OF CONE SECTION SET BARREL JOINTS WITH RUBBER TYPE GASKET EQUAL TO ASTM C -443 AND ON DOUBLE ROW OF Y2" KENT SEAL OR SINGLE ROW OF 1" KENT SEAL. MANHOLE REINF. PER ASTM SPECS PIPE DIA. PER PLAN & PROFILE BENCHWALL SHALL BE CLASS "B" CONC. BENCHWALL HEIGHT SHALL BE 80010 OF PIPE DIA. MANHOLE TO PIPE CONNECTION BOOTS, INCLUDING LATERALS, SHALL BE A -LOCK, DURA SEAL OR APPROVED EQUAL. PRESS -SEAL, KOR -N -SEAL AND OTHER FLEXIBLE BOOTS SHALL NOT BE USED IN MANHOLES WITH PIPE INVERT DEPTHS OF 14 FT. OR GREATER. 6" MIN. CONCRETE ENCASEMENT I.D. 6" MIN. COMPACTED 08 STONE SANITARY MANHOLE - TYPE "Bill NOT TO SCALE s ..` p i M Cn Z 0 co bi I. IN Q 0 •�` O' R I NE& �` Q • . 0 06 • 10200495 2 -o •�. STATE OF ' �•,,� TONAL E ��.� %% Q0 0 *1� � I _W LL W U • 0 w W O CV CL CD � 1 Q 00 N-) CY) c 00 r-.. C:) z J z �- � X 00 � a� 0d* C� 0-0f .- v7 ^ o0 00 a� Z '> co - - LLJ o �° U Q („� Z o W Cn O Z V) U J Q ~ W W > � O Z � O CD U C) (0,() � p ~ Z Z � O U Q z Q 0 z z O U Z O I- Q Z J W Z Q U DRAWN BY: CHECKED BY: TWF BKR SHEET N0. C800 52645 � 1 1 f_ gy i Type TYPE Q ' �I NOTES h itiDiANA DEPARTMENT Of TRANSPORTATION 1. The curb ramp type includes ' rare �n LOCATION PLAN FOR flared sides as indicated by tho hatched tine C4) Flared side of sidewalk curb ramp next SIDEWALK CURB RAMPS' details. A to level landing for every on the detai � to utility strip shall be soddad. curb ramp shall be provided,..___.` aummo CRAvv'[NG N0, E 5WCR-01 2. For dotails of sidewalk curb types see a. Sao Standard Drawings 5 604- SWCR -02 for ; L Standard Drawirl s -SW R-03 to -11. General Notes. �� N�. ��� 4�� =�j. ��►�� ���s r � �� I�I1I�d /iYlLil�n } The curb ramps Shat p _.���� ,,� , the marked crosswalk area. ,. t�Nr✓,x�r rx�Ka..x CP 1,510pa 12 : I �w• � fS.'1 gro1171Pd ci4t1Jfi ai. '`ate fi)f G�ta11s of tlits s;16t�dr��lc 1A(:�tf11i1,�,�. �ui:icc atan�ijid C?ra - SWrt -02 wltg . for Altcrnata uurb construction. Y "• •- ;,;:�'�' -� +� �� Indir2ted area dznptcs pay I111t1t�, �N �v . - �^� 10. See sf3lid� O`awng C 804- SVGR-n'i ��� -0- �. and k�t2 f�:►i' Lc��A 'tic,r� Plan and Y Ucnt:ral Motes m5p; ctively. r O� � Sctting bid IriteQfaII but 08 INDIANA i7EI'AKTMEP {T Of TRANSF'URTATIQPl PAVEMENT SIDEWALK CURB RAMP sss � sLR"i'EMBEI3 70M „.. -�.. STANLIARC) DRAWING No. r= 604- SWCR. -03 " pratarmed Jolnt 111 r No. `" : 41-' '_► (q- i 1 0 5 carr.►cn STAPQWA Wllf%uLk WT* RAMP CONSTRUCTION META+,'... RR itllklt+•tiY 1AjW l..-.t L10 a.'H- 7- ti NOTES b See Standard Drawing E 604- SWCR -02 for groove details. Sao Standard Drawing E 604 -SWCR-02 for details of the detect -able warnings, @ Indicated area dcnctcs pay limits. g: Sea Standard Drawing E 604 -SWC R -03 for typical ramp construction details, 10. Sea Standard Drawing E 604- SWOR -01 and -02 for Location plan and General Notes respectively, + 4 -�.. STANLIARC) DRAWING No. r= 604- SWCR. -03 " pratarmed Jolnt 111 r No. `" : 41-' '_► (q- i 1 0 5 carr.►cn STAPQWA Wllf%uLk WT* RAMP CONSTRUCTION META+,'... RR itllklt+•tiY 1AjW l..-.t L10 a.'H- 7- ti NOTES b See Standard Drawing E 604- SWCR -02 for groove details. Sao Standard Drawing E 604 -SWCR-02 for details of the detect -able warnings, @ Indicated area dcnctcs pay limits. g: Sea Standard Drawing E 604 -SWC R -03 for typical ramp construction details, 10. Sea Standard Drawing E 604- SWOR -01 and -02 for Location plan and General Notes respectively, j '%" Pre-form.0 joint filler -- Tu .f B �'= c��at•+ r 111110 K3 Ice IZO joint filler t .r'•�'.�'- N A. • ' a 0 ```,,111111111//i,41 I . ` � p. R I NFjy 10200495 r . _ STATE OF := 2 4e.If M V z r_0 V\/ NW I.d_ Y Q W Q 0 TONAL �`���•� ill /llllttll�� 0 tW_ W U U V) O W O aj � N I V) oo � 00 O O Z mot- � rn Q M� z � 00 Qd C� C/) °o W a, � Q J Z cr) + 4 7 3i �9 j '%" Pre-form.0 joint filler -- Tu .f B �'= c��at•+ r 111110 K3 Ice IZO joint filler t .r'•�'.�'- N A. • ' a 0 ```,,111111111//i,41 I . ` � p. R I NFjy 10200495 r . _ STATE OF := 2 4e.If M V z r_0 V\/ NW I.d_ Y Q W Q 0 TONAL �`���•� ill /llllttll�� 0 tW_ W U U V) O W O aj � N I V) oo � 00 O O Z mot- � rn Q M� z � 00 Qd C� C/) °o W a, � Q J Z cr) w cn C:) z � o N U V) V) (J) J Q ~ W W � � O Z � O � U p � p Z � O U Q z Q z E— z O U z O I- Q Z J w U DRAWN BY: CHECKED BY: TWF BKR SHEET N0. S &A JOB NO. 52645 o z � o N U V) V) (J) J Q ~ W W � � O Z � O � U p � p Z � O U Q z Q z E— z O U z O I- Q Z J w U DRAWN BY: CHECKED BY: TWF BKR SHEET N0. S &A JOB NO. 52645 (4) Springtyme Serviceberry (3) Prairiefire Crab (3) Skyline Honeylocust (2) Green Mountian Sugar Maple (2) Green Mountain Sugar Maple (4) Springtyme Serviceberry (3) Prairiefire Crab (3) Skyline Honeylocust OWN Di E3 E3 E3 or OWN See 11C P"..E See Be ip + + + + + ,.. ---- ....._ - --^ - (3) Silver Linden I + (4) Springtyme Serviceberry (2) Armstrong Maple (3) Silver Linden + + (3) Robinson Crab + (3) Skyline Honeylocust + + I(4) Springtyme Serviceberry (4) Springtyme Serviceberry + (2) Green Mountain Sugar Maple (2) Armstrong Maple + (3) Prairiefire Crab (3) Robinson Crab + I 16 + + \ i J 1 1 15 e. r I(3) Riverbirch < (5) London Planetree I - . (5) Red Oak f (2) October Glory Maple (3) London Planetree (3) October Glory Maple + (2) London Planetree (3) Red Oak + i r, _______._ 18 (3) Cleveland Select Pear ,, EXISTING LAKE , (4) Redbud f 1 Ac. /e,, X11 7 j (2) Silver Linden 14 r' (3) Prairiefire Crab (2) Silver Linden x (2) Prairiefire Crab 1 (3) Karl Foerster Grass 6 Dense Yew + 6 Dark Horse Wei ela + (3) Purple Coneflower \t r 19 (6) Happy Return Daylily ( ) Riverbirch I < _ _J r � (8) Accolade Elm < -" 2 , 3. r,.. (3) Red Oak / I x + r t• x s / = r ' 7 t > r + ` I } + J �;' ' + 13 t� r� - , I � F, r` � !f � O 0 l _ � (3) Karl Fo ( Grass r r r (6) app aye i v H e�u °n D i t' ( ple Coneflower F ! s 3 17 ra f fi r :r etree , t (1) London Plan i ! (5) Robinson Crab ; f + (3) Clevel nd/ Select Pear i�.- i � �.: (6) nse Yew ' I I Prairi ire Cra j I 41 �6) Dark Ho s eigela 20 I \ (8) Accolade Elm 'J z _ -- - -- --- - - - - -- -- - - - -•- - - - -- 12 _ 4 Y i \ \ ----- ii \ \ 21 _— ------ __ ._._.__ _._._ _._._ _ -._ .._ _. _ _ - -__ _.___._. - -- — ----- ----- --- - ------------ ------- — — ---- l (2) Redspire Pear \ j (6) Shademaster Honeylocust j# (2) Shademaster Honeylocust + __.___..__________. - .. (4) Redspire Pear 22 .� I I 11 + 24 I ' •• 2 Riverbirch li I - I / � (3) Red Oak 23 e '1-4. t a / •• + I I I I I ••- ' I (2) Riverbirch LAKE #1 •• (2) London Planetree (1 Riverbirch + (;1) October Glory Maple I 10 _ + •.. ••• ••• ••• • ••• ••• NORTH SCALE IN FEET ... ... 11�� I I 25 M- TCh LINE SHEET L -2 MATCH LINE SHEET L -2 MATCH LI0- NE SHEET L -2 0 20 Q 80 120 200 Z a'• it '•ti Z a DATE REVISIONS SCALE 1 "= 40' W 7/18/05 a O MB a NH Q o a W a w w H z O a Peel � O A rr� a DATE REVISIONS SCALE 1 "= 40' DATE 7/18/05 PROJECT NO. DRAWN BY MB CHECKED BY NH SHEET NO. s o`bb v vv ©�a0000000000� o000 000 0000 0000 "odc�'o`ddd0000 vv 77c LINE SHEET L -1 C2-=-C2-ffwd sa MA Ea am MATCH LINE SHEET L -1 / MATCH LINE SHEE L -1 ( 2 ) Shademaster Honeylocust ocust / / I� 7 9 I \ �` / / 26 27 28 _ _ 29 i 0 + \ (2) Shademaster Honeylocust (6) Shademaster Honeylocust 6 Accolade Elm Y< \ ( ) 4 Reds ire Pear I ----------- — t T r (4) a I Y l I r (3) P e, o wer / (3) Kart r + + + + + + + — -- - - - - -- ------- -- - - -- •} / (6) Dark Hors _. _ . _ _ _•.__ 2 Proiriefire Crab _ ___ o (3) Cleveland Select Pear t 8 .t_ __ _ y _ I + I ------ / + I - - ----- ----------- - - - - -------------- ....... + ........ - .- ----- _ ----- flaws- -.__.. ------- ------ — ----- -- - - ---- ----- ----- --- ------ L -------------- --------- --- ---- -- ------------ (4) Redspire Pear + (6) Shademaster Honeylocust r I I I I 5 4 I I 3 2 1 I, / f r .., _/ .. . ... ., ! 1. .... • I I ,... ,. .. } F 6 . ......... I I I I I i I e+ t sF 4. I I !I { I I I€ I C t I ►1 k 4 I I NORTH SCALE IN FEET 0 20 40 80 120 200 Z r� Q •. . • °tea U) •• . • 0 Z a j DATE REVISIONS SCALE Ft= 40' W 7/18/05 a O NM a NH Q � o a a � U W W H ' z O a � a U � O � A � Q a DATE REVISIONS SCALE Ft= 40' DATE 7/18/05 PROJECT NO. DRAWN BY NM CHECKED BY NH SHEET NO. L-2 1/2" DIA RUBBI TUBE TYP. 2 STRANDS OF 14 G WIRE FASTENDED SECURELY WITH TURNBUCKLES. PROV 3 GUYS PER TREE. 2" X 4" X 3' C C A WOOD STAKES Evergreen Tree Planting dJ GENERAL (NOTES: BALL;5SIT �NFUND1 %PIISR D UBBASE. oirco ga PE DOWNINFROM T)P AHITCROVALBBYSLANDSCAPE AbS AFTER WATERING AIJDG SETTLIND PLLMB RERTEDRBYSTHP L/�NDSCAPEAA DI RCAII ECT. HALL O�NSWA H X E &Y TR.TF;REES SIDEEFACESLANT RNED SO BEST GRADEOOFTERASETTLING.OVE FINISH N'OT PLACEEATHTHE B00a OFLTRUNK 2ATTHE DIAMETER 60F THE ROOTTE BALL. �iEqMql A fjill OFDBALL.O RIRL L TO BE SUBGRTAUFBED SOIL OR COMPACTED WALL, WALK OR PLANTER EDGE 6" /, ALL GROUND COVER & ANNUALS SHALL BE PLANTED AT EQUAL TRIANGULAR SPACING AS INDICATED NOTE: APPLY PRE - EMERGENT HERBICIDE OVER ENTIRE PLANTING AREA PER MANUFACTURER'S SPECIFICATION -Z " "AULCH . I V{.. ,,♦r LA J A 12" DEPTH „ AND AMEND AS PER SPECS TO FORM PREPARED PLANTING MIX Groundcover /Perennial Planting z � z � o } } F 10' -0" MAX. Tree Protection Fencing I GENERAL NOTES: sH C,Ift F� N D TURB DROOBBASE. OfpVbgO�OASV� O AL . OWNNFROM TOP ARCHRIT�CPDVALBBYSLANDSCRPE AGS -Tp�:' =R WATEf�I�G� AI�DG SETTLINDG. PLUMB ICTEDRBYSTHE LXN- RPEAARCAII ECT. LLO�NSWAXAJ&A�.T � TREE S :EF�LANTTURNED SO BEST NTRACTOR SHALL INSTALL TWO NFORCED RUBBER HOSE SECTIONS WITH )OUBLE STRAND OF #11 WIRE. WRAP 'E A MINIMUM OF TWO TIMES AROUND "H POST. SET ROOT FLARE 4" ABOVE FINISH GRADE AFTER SETTLING. NT P HARDWOOD MULCH OU WATER SAUCER- 6" AT PERIMETER 2x THE DIAMETER OF THE ROOT BALL. REMOVE TWIN AND REMOVE BURLAP FROM TOP 1 3 OF BALL. BURLAP TO BE ROTTABL . SUBGRADRPED SOIL OR COMPACTED N.T.S. Tree Planting N.T.S. N.T.S. STEEL POST, TO BE PLACED ALONG DRIPLINE OF EXISTING TREES ORANGE, HIGH TENSILE STRENGTH, POLY BARRICADE FABRIC (TYPICAL) N.T.S. General Construction Notes Plant List Canopy Trees THE SITE. CALL FOR A LOCATE ON ANY EXISTING UTILITIES ON THE SITE. THE I I'MTI-1 11___i lit r rr-TT Evergreen Tree Planting dJ GENERAL (NOTES: BALL;5SIT �NFUND1 %PIISR D UBBASE. oirco ga PE DOWNINFROM T)P AHITCROVALBBYSLANDSCAPE AbS AFTER WATERING AIJDG SETTLIND PLLMB RERTEDRBYSTHP L/�NDSCAPEAA DI RCAII ECT. HALL O�NSWA H X E &Y TR.TF;REES SIDEEFACESLANT RNED SO BEST GRADEOOFTERASETTLING.OVE FINISH N'OT PLACEEATHTHE B00a OFLTRUNK 2ATTHE DIAMETER 60F THE ROOTTE BALL. �iEqMql A fjill OFDBALL.O RIRL L TO BE SUBGRTAUFBED SOIL OR COMPACTED WALL, WALK OR PLANTER EDGE 6" /, ALL GROUND COVER & ANNUALS SHALL BE PLANTED AT EQUAL TRIANGULAR SPACING AS INDICATED NOTE: APPLY PRE - EMERGENT HERBICIDE OVER ENTIRE PLANTING AREA PER MANUFACTURER'S SPECIFICATION -Z " "AULCH . I V{.. ,,♦r LA J A 12" DEPTH „ AND AMEND AS PER SPECS TO FORM PREPARED PLANTING MIX Groundcover /Perennial Planting z � z � o } } F 10' -0" MAX. Tree Protection Fencing I GENERAL NOTES: sH C,Ift F� N D TURB DROOBBASE. OfpVbgO�OASV� O AL . OWNNFROM TOP ARCHRIT�CPDVALBBYSLANDSCRPE AGS -Tp�:' =R WATEf�I�G� AI�DG SETTLINDG. PLUMB ICTEDRBYSTHE LXN- RPEAARCAII ECT. LLO�NSWAXAJ&A�.T � TREE S :EF�LANTTURNED SO BEST NTRACTOR SHALL INSTALL TWO NFORCED RUBBER HOSE SECTIONS WITH )OUBLE STRAND OF #11 WIRE. WRAP 'E A MINIMUM OF TWO TIMES AROUND "H POST. SET ROOT FLARE 4" ABOVE FINISH GRADE AFTER SETTLING. NT P HARDWOOD MULCH OU WATER SAUCER- 6" AT PERIMETER 2x THE DIAMETER OF THE ROOT BALL. REMOVE TWIN AND REMOVE BURLAP FROM TOP 1 3 OF BALL. BURLAP TO BE ROTTABL . SUBGRADRPED SOIL OR COMPACTED N.T.S. Tree Planting N.T.S. N.T.S. STEEL POST, TO BE PLACED ALONG DRIPLINE OF EXISTING TREES ORANGE, HIGH TENSILE STRENGTH, POLY BARRICADE FABRIC (TYPICAL) N.T.S. General Construction Notes Plant List Canopy Trees THE SITE. CALL FOR A LOCATE ON ANY EXISTING UTILITIES ON THE SITE. THE Common Name Scientific Name Number Size BURIED UTILITIES IN October Glory Maple Acer rubrum 'October Glory' 6 2.5" BE LIABLE FOR COST OF Armstrong Maple Acer rubrum 'Armstrong' 4 2.5" THIS WORK. Green Mountain Sugar Maple Acer saccharum 'Green Mountain' 6 2.5" � Riverbirch Betula nigra 10 12 -14' Skyline Honeylocust Gleditsia tri. inermis 'Skycole' 9 2.5" H Bloodgood London Planetree Platanus aceriflolia ' Bloodgood' 13 2.5" Cleveland Select Pear Pyrus calleryana 'Cleveland Select' 9 2.5" Red Oak Quercus rubra 14 2.5" A Silver Linden Tilia tomentosa 10 2.5" Street Trees (To Be Provided By Builder) °z Common Name Scientific Name Number Size Skyline Honeylocust Gleditsia tri. inermis 'Skycole' 24 2.5" Redspire Pear Pyrus calleryana ' Redspire' 14 2.5" Accolade Elm Ulmus 'Morton' 22 2.5" Ornamental Trees Common Name Scientific Name Number Size Springtyme Serviceberry Amelanchier canadensis 'Spring Glory' 20 6 -8' Redbud Cercis canadensis 8 8 -10' Prairiefire Crab Malus ' Prairiefire' 18 2" Robinson Crab Malus 'Robinson' 11 2" Shrubs Common Name Scientific Name Number Size Spacing Dense Yew Taxus media 'Densi' 18 18 -24" 3.5' Dark Horse Weigela Weigela florida 'Dark Horse' 18 3 Gal. 3.5' Ornamental Grass Common Name Scientific Name Number Size Spacing Karl Foerster Grass Calamagrostis arun. 'Karl Foerster' 9 3 Gal. 3.5' Perennials Common Name Scientific Name Number Size Spacing Purple Coneflower Echinacea purpurea 'Magnus 9 2 Gal. 2' Happy Return Daylily Hemerocallis 'Happy Return' 12 2 Gal. 2' 1. EXISTING SITE INFORMATION SUPPLIED BY STOEPPELWERTH AND ASSOC. FISHERS, IN 46038. ALL QUANTITIES AND DESIGN BASED UPON SAME. 2. BEFORE ANY EXCAVATION ON THE SITE. CALL FOR A LOCATE ON ANY EXISTING UTILITIES ON THE SITE. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF /HERSELF WITH THE LOCATIONS OF ALL BURIED UTILITIES IN THE AREAS OF WORK BEFORE STARTING OPERATIONS. THE CONTRACTOR SHALL BE LIABLE FOR COST OF REPAIRING OR REPLACING ANY BURIED CONDUITS, CABLES OR PIPING DAMAGED DURING THE JNSTALLATJON OF THIS WORK. a i�' •' 3. PROTECT STRUCTURES, UTILITIES, SIDEWALKS, PAVEMENTS AND OTHER UTILITIES TO REMAIN FROM DAMAGE CAUSED BY SETTLEMENT, LATERAL MOVEMENT, UNDERMINING, WASHOUTS AND OTHER HAZARDS CREATED BY SITE IMPROVEMENT OPERATIONS. 4. CAREFULLY MAINTAIN PRESENT GRADE AT BASE OF ALL EXISTING TREES TO REMAIN. PREVENT ANY DISTURBANCE OF EXISTING TREES. USE TREE PROTECTION BARRICADES WHERE INDICATED. PROTECT EXISTING TREES TO REMAIN IN PLACE AGAINST UNNECESSARY CUTTING, BREAKING OR SKINNING OF ROOTS, BRUISING OF BARK, SMOTHERING OF TREES BY STOCKPILING EXCAVATION AND CONSTRUCTION MATERIALS WITHIN THE DRIP LINE. 5. THE CONTRACTOR AT ALL TIMES SHALL KEEP THE PREMISES ON WHICH THE WORK IS BEING DONE, CLEAR OF RUBBISH AND DEBRIS. 6. ALL WORK AND OPERATIONS SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES AND ORDINANCES. 7. LAYOUT OF ALL NEW PATHWAYS, CURBS AND WALLS SHALL BE SMOOTH AND CONTINUOUS. KINKY ALIGNMENT OR ABRUPT CHANGES WILL NOT BE ACCEPTED. LANDSCAPE ARCHITECT WILL REVIEW STAKED —OUT LAYOUT AND FORMWORK BEFORE CONSTRUCTION CONTINUES. Planting Notes 1. PLANT LOCATIONS SHALL BE STAKED BY THE CONTRACTOR AND REVIEWED BY THE LANDSCAPE ARCHITECT BEFORE PLANTING OPERATIONS COMMENCE. ADJUST AS REQUESTED TO AVOID UTILITY CONFLICTS. 2. NOTE THAT PLANT LIST QUANTITIES ARE FOR THE CONTRACTOR'S CONVENIENCE ONLY. CONCTRACTOR SHALL VERIFY ALL QUANTITIES PRIOR TO SUBMITTING THEIR BID FOR THIS PROJECT. 3. ALL PLANT MATERIAL SHALL CONFORM TO ANSI Z60.1 STANDARDS. LANDSCAPE ARCHITECT PRESERVES THE RIGHT TO REJECT ANY PLANT MATERIAL NOT MEETING INDUSTRY STANDARDS. 4• PLANTING BEDS SHALL RECEIVE A 3" LAYER OF SHREDDED BARK MULCH. 5. SEED AND STRAW MULCH ALL LAWN AREAS DISTURBED DURING CONSTRUCTION, UNLESS NOTED OTHERWISE. DATE REVISIONS AS NOTED CD 7/18/05 - Z O a N A A .. ' ...,� ' a i�' •' ' � U • i! =_ Z a H J DATE REVISIONS AS NOTED W 7/18/05 a O a N A A a � U W W H a � A O �3 o °z a DATE REVISIONS SHEET NO. L -2 AS NOTED F 7/18/05 PROJECT NO. DRAWN BY CHECKED BY %� N A SHEET NO. L -2