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05110009 Civil Construction Plans Rvc. 11/1/2005 DOCS
r c w W z "I- cc �z �co z � W N z Z J <D LO U W �Lo LO un Uci O LO W e w t- M O O O z OWNER /SUBDMDER ESTFWGE DEVELOPt+IENT CO, INC. 1041 WEST MAIN STREET CAREI., INDIANA 46032 (317) 582 -2456 SURVEYOR TII-E SCHN BDIM CORPORATION 890 OM AVENUE UDIANAPOUS, K 46216 r (317) 826 -7100 GRANDIN HALL THIS INSTRUMENT WAS PREPARED BY LEGEND EDWARD D. GIACOLETTI O — INDICATES STREET CENTERLINE REGISTERED LAND SURVEYOR — INDIANA #S0560 THE SCHNEIDER CORPORATION MONUMENTATION —SEE NOTE SHEET i HISTORIC FORT HARRISON ® — INDICATES CONCRETE MONUMENT — SEE - -- - - - — 8901 OTIS AVENUE NOTE SHEET 1 SECTION 2 INDIANAPOLIS, INDIANA 46216 -1037 O — INDICATES EXIST. 5/8' REBAR TELEPHONE (317) 826 -7100 1 SECONDARY PLAT PART OF THE N.W.1 /4 OF THE N.E. 1/4 OF SECTION 21- T18N -R4E HAMILTON COUNTY, INDIANA FOR LAND DESC. SEE SHEET 2 N.W. CORNER N.W.1 /4 N.E.1 /4 SECTION 21— T18N —R4E WEST 146TH STREET PRIMARY PLAT DOCKET # 05020028PP SECONDARY PLAT DOCKET # DATE OF SUBMISSION: 08/01/05 SOURCE OF TITLE WARRANTY DEED, INSTR# ____________ FI nnn gTATFNAFNIT THIS SITE IS DESIGNATED AS FLOOD ZONE X (UNSHADED), AREAS DETERMINED TO BE OUTSIDE 500 —YEAR FLOODPLAIN, AS SHOWN, BY SCALE, ON THE NATIONAL FLOOD INSURANCE PROGRAM, FLOOD INSURACE RATE MAP FOR HAMILTON COUNTY, INDIANA AND INCORPORATED AREAS, PANEL 227 OF 290, MAP NUMBER 18057CO227F, EFFECTIVE DATE: FEBRUARY 19, 2003. r� c tis�tio� N89'41'19 "W 563.74' W /YELLOW CAP STAMPED FIRM #0001' —� D.U.&S.E. — DRAINAGE UTILITY AND SEWER EASEMENT B.L. — BUILDING LINE (ASSUMED NORTH) S.F. — SQUARE FOOTAGE 30 0 SCALE: . 1 „ 50 60 100 RAN — RIGHT - -OF —WAY (NR) — NON— RADIAL C.A. — COMMON AREA N.A.E. — NON ACCESS EASEMENT CURVE DATA TABLE CURVE LENGTH RADIUS CHORD CHORD BRIG DELTA C -1 125.66' 128.00' 120.67' S61 '33'55"E 56 °1452” C -2 233.62' 150.00' 210.71' S45'04'1 7"E 89'14'07" C -3 204.60' 172.00' 192.75' S55 °36'41 "E 68'09'21" C -4 45.49' 40.00' 43.07' S00 °51'55 "E 65°09'10" C -5 25.71' 40.00' 25.27' N39 °56'54 "W 36 °49'47" E 156th St cr SITE �u N T � 2 /AA " E 146th St d 1 �1- 1 0 O co M 3 rn n 00 r 3 0 o r- fn N 7t -C-14 M O z N VIM mmtt ZONING AND SETBACK INFORMATION ZONING: S-1/RESIDENCE (ROSO) SETBACKS: REAR YARD — NONE SIDE YARD — 6' BETWEEN HOUSES. FRONT YARD — THE GREATER OF 20' OR SETBACK BASED ON ORDINANCE. SEE SECTION 26.02.07 NOTE SUBDIVISION MONUMENTS ARE REQUIRED PER TITLE 865 (STATE BOARD OF REGISTRATION FOR LAND SURVEYORS) IAC 1- 12 -18. STREET CENTERLINE MONUMENTS SHALL BE 5/8° DIA. BRASS, IRON OR STEEL PIN W/ 1 1/2" DIA. CAP STAMPED - SCHNEIDER FIRM NO. 0001". SUBDIVISION BOUNDARY MONUMENTS SHALL BE 4 "X4 "X36° CONCRETE MONUMENTS WITH IRON OR COPPER DOWEL SET FLUSH WITH TOP OF MONUMENT, SCORED ON TOP WITH A CROSS. LOT CORNER MONUMENTS SHALL BE 5/8° X 36" METAL ROD W /CAP STAMPED - SCHNEIDER ENG FIRM #0001 °. UNLESS OTHERWISE REQUIRED BY LOCAL ORDINANCE, THE INSTALLATION OF AFOREMENTIONED MONUMENTS MAY BE DELAYED FOR UP TO TWO YEARS FROM RECORDATION OF THE PLAT PER STANDARDS AS SET FORTH IN TITLE 865 IAC 1 -12 -18 SUBSECTION (b)(1)(2). SHEET 1 OF 2 JOB # 5075.002 10/26/05 R: \5K \5075 \002 \DWGS \002BS OWNER /SUBDMDER EsrRDGE oevaoP.sar co, INC. wai wesr MAN srFIIEEr cam, uDIInru 46032 cam 582 -2456 SURVEYOR THE SCFMEM WRPORATioN 8901 Oi1S AVENUE rDL4NAPOLIS, QJ. 46216 � (317) 826 -7100 SURVEYOR'S CERTIFICATE LAND DESCRIPTION GRANDIN HALL SECTION 2 SECONDARY PLAT PART OF THE N.W.1 /4 OF THE N.E. 1/4 OF SECTION 21- T18N -R4E HAMILTON COUNTY, INDIANA Part of the Northwest Quarter of the Northeast Quarter of Section 21, Township 18 North, Range 4 East, Hamilton County, Indiana, described as follows: Commencing at the Northwest corner of said Northwest Quarter — Quarter; thence South 00 degrees 03 minutes 41 seconds West along the West line of said Northwest Quarter — Quarter a distance of 815.26 feet to the Point of Beginning, said point being on a curve having a radius of 175.00 feet, the radius point of which bears North 00 degrees 03 minutes 41 seconds East; thence Northeasterly along said curve an arc distance of 179.77 feet to a point which bears South 58 degrees 47 minutes 40 seconds East from the radius point; thence North 31 degrees 12 minutes 20 seconds East a distance of 36.66 feet curve having a radius of 20.00 feet, the radius point of which bears South 58 degrees 47 minutes 40 seconds East; thence Easterly along said curve an arc distance of 28.13 feet to a point on the Westerly Line of Grandin Hall Section 1 described in Instrument No. in the Office of the Recorded of Hamilton County, Indiana (the next eight (8) described courses are along the westerly line thereof) said point bearing South 21 degrees 47 minutes 15 seconds East from the radius point; thence South 08 degrees 10 minutes 10 seconds East a distance of 130.94 feet; thence North 81 degrees 49 minutes 50 seconds East a distance of 38.18 feet; thence South 44 degrees 35 minutes 51 seconds East a distance of 183.63 feet; thence South 58 degrees 31 minutes 15 seconds East a distance of 109.31 feet; thence South 89 degrees 41 minutes 21 seconds East a distance of 95.01 feet; thence South 00 degrees 18 minutes 39 seconds West a distance of 138.00 feet; thence North 89 degrees 41 minutes 21 seconds West a distance of 2.02 feet; thence South 00 degrees 18 minutes 39 seconds West a distance of 182.00 feet to the South line of said Northwest Quarter — Quarter; thence North 89 degrees 41 minutes 19 seconds West along said South line a distance of 563.74 feet to the West line of said Northwest Quarter — Quarter; thence North 00 degrees 03 minutes 41 seconds East along said West line a distance of 505.56 feet to the Point of Beginning, containing 5.862 acres, more or less. This subdivision consists of 11 lots numbered 46 through 56 and Common Area "G" together with streets and easements as shown hereon. The size of Lots and Common Area and widths of streets and easements are shown in figures denoting feet and decimal parts thereof. Cross — reference is hereby made to survey plat recorded as instrument number in the office of the recorder of Hamilton County, Indiana. 1, 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 survey revealed by the cross — referenced survey on any lines that are common with the new subdivision. I further certify that the said subdivision was platted under my direct supervision and control and is true and correct to the best of my knowledge and belief: Witness my signature this day of Edward D. Giocoletti Registered Land Surveyor Indiana — #S0560 STATE OF INDIANA ) :SS COUNTY OF ) BEFORE ME, THE UNDERSIGNED NOTARY PUBLIC, PERSONALLY APPEARED EDWARD D. GIACOLETTI AND ACKNOWLEDGED THE EXECUTION OF THE FOREGOING INSTRUMENT AS HIS VOLUNTARY ACT AND DEED FOR THE PURPOSE EXPRESSED HEREIN. WITNESS MY HAND AND SEAL THIS DAY OF NOTARY PUBLIC MY COMMISSION EXPIRES: (NOTARY NAME — PRINTED) — COUNTY OF RESIDENCE THIS INSTRUMENT WAS PREPARED BY EDWARD D. GIACOLETTI REGISTERED LAND SURVEYOR — INDIANA #50560 THE SCHNEIDER CORPORATION HISTORIC FORT HARRISON 8901 OTIS AVENUE INDIANAPOLIS, INDIANA 46216 -1037 TELEPHONE (317) 826 -7100 OWNER'S CERTIFlCATE This subdivision shall be known and designated as Grandin Hall Section 2 on addition in Hamilton County, Indiana. All streets shown on this Plat and not heretofore dedicated are hereby dedicated to the public. The real estate described within this plat is hereby platted, subdivided and made subject to these plat, covenants, conditions and restrictions and is further subject to the terms, definitions and conditions of a certain declaration of covenants, conditions and restrictions recorded as Instrument Number dated in the Office of the Recorder of Hamilton County, Indiana. Witness our hands this day of Estridge Development Company, Inc. By Michael J. Keller, Vice President STATE OF INDIANA ) SS: COUNTY OF ) Before me, a Notary Public in and for said County and State, personally appeared Michael J. Keller, Vice President of the Grantor and Manager of the Access Entity, who acknowledges the execution of the foregoing instrument and consent on behalf of such entity and by its authority for the purposes set forth therein. Witness my hand and Notarial Seal this day of Notary Public Printed Name: My Commission expires: My County of residence: COMMISSION (,".R TIFICATE: Under authority provided 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 - o oval by the Department of Community Services pursuant to Article XI of the Carmel /Clay Plan Commission's Rules c` Pr <,edure on BY Michael P. Hollibough, Director Department of Community Services Carmel, Indiana This Plat was approved by the Board of Public Works and Safety of the City of Carmel, Indiana, at a meeting held on the day of 2005. James Brainard, Mayor Mary Ann Burke, Member Lori Watson, Member Diana Cordray, Clerk /Treasurer SHEET 2 OF 2 JOB # 5075.0021 10/26/05 R: \5K \5075 \002 \DWGS \002BS 0 C� z z z w C/-' o N C� W 5- Y rive NOBLESVILLI SR ZONING (RESIDENTIAL) S -1 ZONING S -k ZONING (RESIDENTI Warbier QG�L�1 MV llp SCALE: 1° =500' i 'I N O 'l1 W vS 0 0L S Pvq-QP SCALE: 1" =500' SETE Mvap scare: V=000' W - SEC. 21- T18N -R4E - S ECTIO •� , ;k' HA ILTOO COO U TY 0 P\jq- C L ,= Q WI Lg DE EL�PE�: D OLa�La 'ESTFIDGE DE ELOF' E T i� PA Y. I C. 25 MPH DESIGN SPEED REVISIONS: DATE: I BY: DESCRIPTION: PROJECT ENGINEER: ACC CHECKED BY: JCC DATE CHECKED: 10/27/05 1041 W. MAIN ST. CARMEL, INDIANA 46032 13171 582 -2456 Rao Historic Fort Harrison Architecture 8901 Otis Avenue Civil Engineering Indianapolis, Indiana Environmental Engineering 46216 -1037 Geotechnical Services 317 - 826 -7100 GIS * LIS 317- 826 -7200 Fax Home Builder Services www.schneidereorp.com Interior Design Land Surveying Landscape Architecture Transportation Engineering CERTIFIED BY: J. CORT CROS P.E. E —MAIL ADDRESS: ccrosby @schneidercorp.com THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION AND ARE NOT TO BE USED OR REPRODUCED IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © 2005, The Schneider Corporation GO Ro s6 N0. 920350: STATE OF 70NAL D ATE: 11/01/05 X06 No. (5075.002) SHEET (CII(CII(a OF 16 FIDE NAME: R:\5K\5075\002\DWGS\C100 INDEX SHEET No. DESCRIPTION C100 COVER SHEET _ DEVELOPMENT -)LAN C101 C102 STORMWATER POLLUTION PREVENTION PLAN C201 STREET PLAN C301 CUL —DE —SAC D TAIL C302 TRAFFIC CONTROL PLAN C401 SANITARY SEWER PLAN C601 STORM SEWER PLAN C701 WATER DISTRIBUTION PLAN C702 WATER DISTRIBUTION DETAILS C8011 C802 GENERAL DETAILS C8032 C804 STORMWATER POLLUTION PREVENTION DETAILS C901 SPECIFICATIONS L101 PERIMETER LANDSCAPE PLAN Rao Historic Fort Harrison Architecture 8901 Otis Avenue Civil Engineering Indianapolis, Indiana Environmental Engineering 46216 -1037 Geotechnical Services 317 - 826 -7100 GIS * LIS 317- 826 -7200 Fax Home Builder Services www.schneidereorp.com Interior Design Land Surveying Landscape Architecture Transportation Engineering CERTIFIED BY: J. CORT CROS P.E. E —MAIL ADDRESS: ccrosby @schneidercorp.com THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION AND ARE NOT TO BE USED OR REPRODUCED IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © 2005, The Schneider Corporation GO Ro s6 N0. 920350: STATE OF 70NAL D ATE: 11/01/05 X06 No. (5075.002) SHEET (CII(CII(a OF 16 FIDE NAME: R:\5K\5075\002\DWGS\C100 UO d- CD 1`_'� a CL ao N 0 0 0 0 D SANITARY SEWER TABLE STR # ISTA BASELINE OFFSET LT /RT TYPE TC INVERTS E16 - - - - -- - - - - -- EXISTING MANHOLE 797.70 787.04 (NW), EX- 786.54 E 17 5 +67.79 "H" 25.00' RT MANHOLE 799.00 787.50 (NW), 787.40 SE 18 SEE BELOW BEARING & DISTANCE MANHOLE 809.60 800.46 (W), 799.56 (SE) 19 SEE BELOW BEARING & DISTANCE MANHOLE 816.20 803.00 (N), 802,80 (E) 20 SEE BELOW BEARING & DISTANCE MANHOLE 816.10 805.24 (N), 805.14 (S) 21 SEE BELOW BEARING & DISTANCE MANHOLE 814.00 806.30 (S) © NOTE: SAN. STR S. ARE LOCATED BY BEARING & DISTANCE FROM THE CENTERLINE STATION /RP -PT OF LINE "H" 7 +00.41 SAN. STR. 18 ( N36- 52'06 "W, 240.21' ). ' SAN. STR. 19 ( N70'09'56 "W, 568.86' ). SAN. STIR. 20 ( N51- 13128 "W, 686.40' ). SAN. STR. 21 ( N38'47'12 "W, 854.24' ). 0 STORM SEWER TABLE STR # STA BASELINE OFFSET LT /RT TYPE TC INVERTS E119 - - - - -- - - - - -- EX. BEEHIVE INLET 793.60 787.95 W , EX- 787.95 (N )f EX77787,75 (F) E121 - - - - -- - - - - -- EX. CURB INLET 794.51 EX- 790.48 N &S E122 - - - --- - - - - -- EX. CURB INLET 794.51 EX- 790.63 S 120 4 +72.08 "H" 140.18' LT BEEHIVE INLET 796.50 792.90 N &E 14 . 792 792.90 (W), () ( ) 123 4 +76.33 "H" 13.00' LT CURB INLET 797.14 792.64 N &S 124 4 +76.33 "H" 13.00' RT CURB INLET 797.14 792.75 S 125 5 +47.94 "H" 188.31' LT BEEHIVE INLET 801.00 797.00 E C) U-1111 �_FNNOINW)AINIMAQIM 1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. 2. IT SHALL BE THE RESPONSIBILITY OF EACH SUBCONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE THE SUBCONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION OF EACH UTILITY BEFORE WORK IS STARTED. THE SUBCONTRACTOR SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN FIELD BEFORE WORK IS STARTED OR RESUMED. 3. STANDARD SPECIFICATIONS FOR THE CITY OF CARMEL SHALL APPLY FOR ALL STORM SEWERS. 4. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH GRANULAR MATERIAL. 5. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF SERVICES. ID. JLKVIUE WALKS SHALL BE NON - REINFORCED CONCRETE 4" THICK AND 5' IN WIDTH. 7. EXPANSION JOINTS ARE TO BE PLACED AT ALL WALK INTERSECTIONS AND BETWEEN WALKS AND PLATFORMS. SIDEWALK SCORES ARE TO BE EQUALLY SPACED BETWEEN EXPANSION JOINTS, CONTRACTION JOINTS AND PERPENDICULAR TO SIDEWALKS AT 5' INTERVALS OR LESS WITH A CONTRACTION JOINT EVERY 20' OR LESS. 8. 5' CONCRETE SERVICE WALK ACROSS FRONTAGE OF EACH LOT TO BE CONSTRUCTED BY OTHERS. 9. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 10. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A STANDARDS FOR WORKER SAFETY. 11. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES. 12. CONTRACTOR SHALL VISIT SITE AND COORDINATE WITH DEVELOPER ON DEMOLITION OF EXISTING IMPROVEMENTS ON THE SITE. .29 X 791 X 79.91 X 793.30 X 792.65 d HOLEY MOLEY SAYS Existing Storm Sewer -- -�-o -- -- ce DON'T 1630 North Meridian Street DIG P.O. Box 7136 BLIND -- -- - - - - - - "IT7S 0 (317) 592 -4500 THE LAW W CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 Ameritech Indiana Corporation CALL TOLL FREE 00000 Existing Elevation PER T SI AGAINST STHE LAW TO EXCAVATE A ASSUMED NORTH WITHOUT NOTIFYING THE UNDERGROUND S SCALE. � �� =SO' DAYS BEFORE COMMENCING WORK. Corrected Elevations ONE 'I 11 .,"4.I�I� SURVEY ARE BASED UPON A POSITIONAL SOLUTION DERIVED FROM GLOBAL POSITIONING SYSTEM (GPS) OBSERVATIONS PROCESSED BY NATIONAL GEODETIC SURVEY (NGS) UTILIZING THEIR ONLINE POSITIONING USER SERVICE (OPUS) SOFTWARE. THE COORDINATE VALUES SHOWN ARE IN THE INDIANA STATE PLANE COORDINATE SYSTEM EAST ZONE ON THE 1983 NORTH AMERICAN DATUM (NAD83) UTILIZING THE CONTINUOUSLY OPERATING REFERENCE STATION (COBS) ADJUSTMENT AS DETERMINED BY NGS. OPUS POINT #200 - 5/8 INCH REBAR SET WITH RED CAP STAMPED "SCHNEIDER RANDOM POINT ", 2 FOOT SOUTHWEST OF EAST CURB CUT / ENTRANCE ELEVATION = 795.41 FT (NAD83) TBM 1 - CUT "X", N.E. BONNET BOLT, FIRE HYDRANT 18 FEET SOUTH OF THE BACK OF CURB OF 146TH ST., 200' WEST OF E. PROPERTY LINE ELEVATION = 795.85 FT TBM 2 - CUT "X", N.E. ANCHOR BOLT, OVERHEAD TRAFFIC SIGN POST ALONG 146TH ST, 220 FT EAST OF NORTHWEST PROPERTY CORNER ELEVATION = 802.98 FT UTILITIES GAS Existing Storm Sewer -- -�-o -- -- New Storm Sewer 1630 North Meridian Street Existing Sanitary Sewer P.O. Box 7136 New Sanitary Sewer -- -- - - - - - - Subsurface Drain (317) 592 -4500 (800) 521 -2232 W Water Main Ameritech Indiana Corporation Existing Contour 00000 Existing Elevation 000.00 New Pavement Elevations 000.00 All Other Finish Elevations (000.00) Corrected Elevations °°° Storm Structure Number 0 Sanitary Structure Number m ber Carmel, Indiana 46032 Flow Arrow M Meet Existing Elevation STREETS F.F.E. =000.0 Carmel Utilities Denotes Approximate Home 130 First Ave. SW (NO PAD) Carmel, Indiana 46032 Location and Finished Floor (317) 571 -2648 Elevations �- Indicates Flood Routing MFPG =000.0 Denotes Minimum Flood The size and location of utilities Protection Grade UTILITIES GAS ELECTRIC Vectren Cinergy /P. S. I. 1630 North Meridian Street 100 Mill Creek Road P.O. Box 7136 P.O. Box 312 Indianapolis, Indiana 46207 Noblesville, Indiana 46061 (317) 592 -4500 (800) 521 -2232 TELEPHONE STORM SEWER Ameritech Indiana Corporation Carmel Utilities 220 North Meridian Street 130 First Ave. SW Indianapolis, Indiana 46204 Carmel, Indiana 46032 (800) 742 -8771 (317) 571 -2648 WATER SANITARY SEWERS Carmel Utilities Carmel Utilities 130 First Ave. SW 130 First Ave. SW Carmel, Indiana 46032 Carmel, Indiana 46032 (317) 571 -2648 (317) 571 -2648 STREETS CABLE TELEVISION Carmel Utilities Time Warner 130 First Ave. SW 516 East Carmel Drive Carmel, Indiana 46032 Carmel, Indiana 46032 (317) 571 -2648 (317) 972 -9700 Utility Hotline: within Indiana 1 -800- 382 -5544 outside indiana 1- 800 - 428 -5200 NOTE The size and location of utilities are per plans and locations provided by the respective utility companies. All utility companies shall be notified prior to any excavation for field location of services. CD Cnn U-1 `� ` W 11111 / w// CR001111 •0 sTER NO* 920350 ,.0- STATE OF 0 E NAL oeo� DATE: 11/01/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005} THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechn ical Services GIS *LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering U J-� a 0 Q w z aw o� w A W Q N co W DATE: PROJECT NO.: 11/01/05 5075.002 DRAWN BY: CHECKED BY: PRC C\-2 SHEET TITLE: DEVELOPMENT PLAN DRAWING FILES: R: \5K \5075 \002 \DWGS \C101 � p Z Q � � (Cnan U U J-� a 0 Q w z aw o� w A W Q N co W DATE: PROJECT NO.: 11/01/05 5075.002 DRAWN BY: CHECKED BY: PRC JCC SHEET TITLE: DEVELOPMENT PLAN DRAWING FILES: R: \5K \5075 \002 \DWGS \C101 XREF: 002BS XREF: 002 -TABS XREF: 003BS XREF: R: \5K \5075 \001 \DWGS \5075001S XREF. R: \5K \5075 \001 \DWGS \001BS SHEET NO.: (Cnan i X 792.00 X HOLEY MOLEY SAYS "DON'T DIG BLIND In °IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. i ASSUMED NORTH SCALE: 1 ° =50' 11211CANZOWIM --MnIZI� BM — THE HORIZONTAL AND VERTICAL LOCATION DATA SHOWN ON THIS SURVEY ARE BASED UPON A POSITIONAL SOLUTION DERIVED FROM GLOBAL POSITIONING SYSTEM (GPS) OBSERVATIONS PROCESSED BY NATIONAL GEODETIC SURVEY (NGS) UTILIZING THEIR ONLINE POSITIONING USER SERVICE (OPUS) SOFTWARE. THE COORDINATE VALUES SHOWN ARE IN THE INDIANA STATE PLANE COORDINATE SYSTEM EAST ZONE ON THE 1983 NORTH AMERICAN DATUM (NAD83) UTILIZING THE CONTINUOUSLY OPERATING REFERENCE STATION (CORS) ADJUSTMENT AS DETERMINED BY NGS. OPUS POINT #200 ELEVATION = 910.88 FT (NAD83) TBM 1 — CUT "X ", N. BONNET BOLT, FIRE HYDRANT 40 FEET SOUTH OF THE NORTHEAST BOUNDARY CORNER, 50 FEET EAST OF CENTERLINE OF TOWNE ROAD ELEVATION = 914.55 FT TBM 2 — CUT "X ", S. BONNET BOLT, FIRE HYDRANT 30 FEET NORTH OF THE SOUTHWEST BOUNDARY CORNER ELEVATION = 915.39 FT TBM 3 — CUT "X ", N. BONNET BOLT, FIRE HYDRANT 40 FEET NORTH OF CENTERLINE OF 141ST STREET, CENTER OF SITE ELEVATION = 914.54 FT TBM 4 — CUT "X ", S. BONNET BOLT, FIRE HYDRANT 30 FEET NORTH OF CENTERLINE 141ST STREET, 100 FEET WEST OF TOWNE ROAD ELEVATION = 911.98 FT HATCH PATTERN DENOTES TEMPORARY SEEDING HATCH PATTERN DENOTES •. PERMANENT SEEDING HATCH PATTERN DENOTES EROSION CONTROL BLANKET NOTE: FOR EROSION CONTROL DETAILS SEE SHEETS C803 & C`804, SITE SPECIFIC CONSTRUCTION SEQUENCING FOR STORMWATER POLLUTION PREVENTION The purpose of staging construction during the earthwork phase of the project is to limit the amount of ground disturbed at any given time and to control silt from the areas that are disturbed to prevent silt from leaving the site. For this reason, the following sequencing should be followed os much as possible. PRECONSTRUCTION ACTIVITIES 1. Call Indiana Underground Plant Protection Systems, Inc. at 1- 800 -382 -5544 to check locations of existing utilities. They should be contacted 2 working days before construction takes place. 2. Establish construction staging area for vehicles as far from lakes as possible. 3. Establish onsite location for owner /operator /contractor placement of approved plans, Rule 5 NO! and Rule 5 inspection documentation. 4. Install temporary stone access drives. 5. Install silt fence along south property line as shown on the plans. 6. Establish concrete washout area prior to any concrete work on the site. 7. Contractor shall schedule preconstruction meeting 48 hours prior to the start of construction and have initial erosion practices installed at the time of the preconstruction meeting. CONSTRUCTION ACTIVITIES It is intended that the least possible ground disturbing activity be conducted at any one time. Therefore it is expected that the following construction activities could be staged separately and completed on separate portions of the site while the other portions are is still under construction. 8. Strip site and excavate and fill mass earthwork. 9. Begin fine grading and seeding of pads and swales as soon as possible. Rule 5 requires that disturbed areas that will be idle for more than 15 days be stabilized immediately. 10. Install storm sewers. All rip rap, beehive and curb inlet protection shall be installed as each storm sewer inlet is installed. 11. Fine grade and seed rear yards disturbed by storm sewer construction. 12. Install utilities and stabilize front yards and any other disturbed areas. POST CONSTRUCTION ACTIVITIES 13. Inspect and maintain all erosion control measures as detailed on Sheets 0803 and C804 in the erosion control measures and maintenance requirements beginning immediately after installation. 14. Fax required periodic inspection reports to Hamilton County Soil and Water Conservation District at 776 -1101 weekly or as needed for storm events. 15. Remove individual inlet protection only after seeding is established in each basin to the point where silt will not enter the lakes or storm sewer system. 0 w RQ �GISTER NO* -o � 9 2 0 3 5 0..' 10- STATE OF •., /VD I AN P. - N`.� ZONAL E r DATE: 11/01/05 THIS DRAWING AND THE IDEAS. DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechn ical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 11/01/05 U DRAWN BY: CHECKED BY: DRP JCC SHEET TITLE: STORMWATER POLLUTION PREVENTION PLAN DRAWING FILES: R: \5K \5075 \002 \DWGS \C102 XREF: 002BS XREF: 002ER0 F� XREF: R: \5K \5075 \001 \DWGS \5075001S XREF: R: \5K \5075 \001 \DWGS \OO1BS SHEET NO.: (C.w 02 E--4 � � Q Q w DATE: PROJECT NO.: 11/01/05 5075.002 DRAWN BY: CHECKED BY: DRP JCC SHEET TITLE: STORMWATER POLLUTION PREVENTION PLAN DRAWING FILES: R: \5K \5075 \002 \DWGS \C102 XREF: 002BS XREF: 002ER0 XREF: 00365 XREF: R: \5K \5075 \001 \DWGS \5075001S XREF: R: \5K \5075 \001 \DWGS \OO1BS SHEET NO.: (C.w 02 L1400W 815 �Gew r x'1.7 50 51 4_ I I 1 1 I o I 52 s I I , I I $ Y \ \ y 7 \ � 1 49 I 48 47 46 35 I I sfoa p� _ - - -- \ 4 +oo RANDOLPH CRESCENT 3 +oo DRIVE sEC. LINE PVI 53 C'�,� 4+76.33 4 +66.79 —� 2 +37.02 LINE "H" F I � I I 54 � 1 I I 55 56 I 4 1 1 04 I I I I I I I I I I I I I I I I I 1 1 I I I I I ! I 1 I------ - - - - -- -------------- L---- - - - - -- ----- - - - - -� l- - - -- _T_ o °' + rn CHORD C801 II II II r— I I w CCn w — C801 Ln w �\\ n 0_ _ r) Cl- ?.45 STREET PLAN -n.87% 29 I EXISTING SECTION 2 GRAN IN HALL I 31 I 7f) I I 33 i Oon - a° i ° 0 0 Sheet N o t\ � CHORD C801 N I► 125.66' C801 II J -- C801 Ln w 210.71' _ -- -_ — _ —� > rZ Cl- rT� 1.10 I — �'- - -_ Pipe Underdrain Detail -n.87% 29 I EXISTING SECTION 2 GRAN IN HALL I 31 I 7f) I I 33 i Oon - a° i ° 0 0 HOLEY MOLEY SAYS DON'T DIG i BLIND" / "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800- 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. 5. ALL ELEVATIONS WITHIN VERTICAL CURVES (SHOWN INPARENTHESIS) ARE CORRECTED ELEVATIONS. THERE ARE TO BE NO WATER VALVES OR MANHOLES WITHIN THE PAVEMENT, CURBS, OR SIDEWALKS EXCEPT CURB INLETS. CURVE DATA TABLE Sheet Detail Number Description F CHORD C801 1,2,3 Street Cross Section Details 125.66' C801 8 Concrete Sidewalk Detail 56'14'52" C801 7 Sidewalk Ramp For Handicapped Detail 210.71' C801 4,10-10 Curb Detail rT� C801 10 -9 Pipe Underdrain Detail 68 °09'21" C302 45.49' Intersection and Cul —de —sac Details 43.07' S00'51'55 "E 65 °09'10" C -5 25.71' 40.00' 25.27' N39 056'54 "W ® All Streets are to be 30' wide, Back —to —back, and have a 50' Right —of —way, except for the Cul —de —sac streets, which are to be 26 wide, back —to —back, and have a 44' Right —of —way. All Cul —de —sacs shall have a 40' radius to Back of curb and a 50' radius Right —of —way. HOLEY MOLEY SAYS DON'T DIG i BLIND" / "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800- 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. 5. ALL ELEVATIONS WITHIN VERTICAL CURVES (SHOWN INPARENTHESIS) ARE CORRECTED ELEVATIONS. THERE ARE TO BE NO WATER VALVES OR MANHOLES WITHIN THE PAVEMENT, CURBS, OR SIDEWALKS EXCEPT CURB INLETS. CURVE DATA TABLE CURVE LENGTH RADIUS CHORD CHORD BRG DELTA C -1 125.66' 128.00' 120.67' S61 °33'55 "E 56'14'52" C -2 233.62' 150.00' 210.71' S45'04'171 89 014'07" C -3 204.60' 172.00' 192.75' S55'36'41 "E 68 °09'21" C -4 45.49' 40.00' 43.07' S00'51'55 "E 65 °09'10" C -5 25.71' 40.00' 25.27' N39 056'54 "W 36 049'47" MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY MAINS, WATER SERVICE LATERALS, SANITARY SERVICE LATERALS UNDER CITY STREETS, REGARDLESS OF JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1 -0 ". IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT COVER REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. SCALE: 1 " =50' 8151 me I �69 if a$ I 7951 790 �� New Grade 790 v C:) Q � Q r--� :2� a o r` V 1 W Q W Q Z 785 r� N � 785 �- DC)- O r7 rn N +" r` O o cfl �p ca w z cn CO a) 'd" `— "4- I ai co r� cU 4 78o 780 �- rn rn rn o o a7 co N o0 co � rr) o r - Wit- N M co Cn 0i a; a; C6 00 � r` r< r� cfl (6 co cfl � L6 L6 4 4 a7 Cn M a� M M � 07 M M M M CD Cn M M a7 r� r� r� r� r__ r_ r� r� r� r- r__ r- r__ r- r` 7 +00 6 +50 6 +00 5 +50 5 +00 4 +50 4 +00 3 +50 3 +00 2 +50 STREET PROFILE SCALE: ' HORZ.: 1"=50' V E R T.: 1= 5 OROS�'''% No. �� G15TER � 920350 � STATE OF 0 w '. INDIANA. - NAL��\��,� DATE: 11/01/05 THIS DRAWING AND THE IDE;;)e DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) c THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering Existing Grade New Grade SCALE: ' HORZ.: 1"=50' V E R T.: 1= 5 OROS�'''% No. �� G15TER � 920350 � STATE OF 0 w '. INDIANA. - NAL��\��,� DATE: 11/01/05 THIS DRAWING AND THE IDE;;)e DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) c THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering U v C:) Q � Q r--� :2� a o V 1 W Q W Q r� N W BANDOLPH CRESCENT DRIVE SCALE: 1 " =30' ri-"� C301 1. ALL STREETS ARE TO BE 26' WIDE, BACK —TO —BACK, AND HAVE A 44' RIGHT —OF —WAY. 2. ALL CUL —DE —SACS SHALL HAVE A 40' RADIUS TO BACK OF CURB AND A 50' RADIUS RIGHT —OF —WAY. BM — THE HORIZONTAL AND VERTICAL LOCATION DATA SHOWN ON THIS SURVEY ARE BASED UPON A POSITIONAL SOLUTION DERIVED FROM GLOBAL POSITIONING SYSTEM (GPS) OBSERVATIONS PROCESSED BY NATIONAL GEODETIC SURVEY (NGS) UTILIZING THEIR ONLINE POSITIONING USER SERVICE (OPUS) SOFTWARE. THE COORDINATE VALUES SHOWN ARE IN THE INDIANA STATE PLANE COORDINATE SYSTEM EAST ZONE ON THE 1983 NORTH AMERICAN DATUM (NAD83) UTILIZING THE CONTINUOUSLY OPERATING REFERENCE STATION (CORS) ADJUSTMENT AS DETERMINED BY NGS. OPUS POINT #200 ELEVATION = 910.88 FT (NAD83) TBM 1 — CUT "X ", N. BONNET BOLT, FIRE HYDRANT 40 FEET SOUTH OF THE NORTHEAST BOUNDARY CORNER, 50 FEET EAST OF CENTERLINE OF TOWNE ROAD ELEVATION = 914.55 FT TBM 2 — CUT "X ", S. BONNET BOLT, FIRE HYDRANT 30 FEET NORTH OF THE SOUTHWEST BOUNDARY CORNER ELEVATION = 915.39 FT TBM 3 — CUT "X ", N. BONNET BOLT, FIRE HYDRANT 40 FEET NORTH OF CENTERLINE OF 141ST STREET, CENTER OF SITE ELEVATION = 914.54 FT TBM 4 — CUT "X ", S. BONNET BOLT, FIRE HYDRANT 30 FEET NORTH OF CENTERLINE 141ST STREET, 100 FEET WEST OF TOWNE ROAD ELEVATION = 911.98 FT 1 iJ Z n= � w ,Z = J L J z cfi z O C/7 w ,. STER . 920350 10- STATE OF DIAIA ZONAL 't:����� DATE: 11/01/05 THIS DRAWING AND THE IDEA,b", DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. 11 U COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechn ical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 11/01/05 5075.002 DRAWN BY: CHECKED BY: PRC JCC SHEET TITLE: �w DRAWING FILES: R: \5K \5075 \002 \DWGS \C301 XREF: 002BS XREF: R: \5K \5075 \001 \DWGS \5075001S XREF: R:\5K\5075\001\DWGS\001BS SHEET NO.: C30n C\2 O � O � wz a a � � w C w Q N w DATE: PROJECT NO.: 11/01/05 5075.002 DRAWN BY: CHECKED BY: PRC JCC SHEET TITLE: CUL -DE -SAC DETAIL DRAWING FILES: R: \5K \5075 \002 \DWGS \C301 XREF: 002BS XREF: R: \5K \5075 \001 \DWGS \5075001S XREF: R:\5K\5075\001\DWGS\001BS SHEET NO.: C30n HOLEY MOLEY SAYS "DON'T DIG BLINDIn "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT N011FYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. ASSUMED NORTH SCALE: 1"=100' BM — THE HORIZONTAL AND VERTICAL LOCATION DATA SHOWN ON THIS SURVEY ARE BASED UPON A POSI11ONAL SOLUTION DERIVED FROM GLOBAL POSITIONING SYSTEM (GPS) OBSERVATIONS PROCESSED BY NATIONAL GEODETIC SURVEY (NGS) UTILIZING THEIR ONLINE POSITIONING USER SERVICE (OPUS) SOFTWARE. THE COORDINATE VALUES SHOWN ARE IN THE INDIANA STATE PLANE COORDINATE SYSTEM EAST ZONE ON THE 1983 NORTH AMERICAN DATUM (NAD83) UTILIZING THE CONTINUOUSLY OPERATING REFERENCE STATION (CORS) ADJUSTMENT AS DETERMINED BY NGS. .)PUS POINT #200 — 5/8 INCH REBAR SET WITH RED CAP STAMPED "SCHNEIDER RANDOM POINT ", 2 FOOT SOUTHWEST OF EAST CURB CUT /ENTRANCE ELEVATION = 795.41 FT (NAD83) TBM 1 — CUT 'Y', N.E. BONNET BOLT, FIRE HYDRANT 18 FEET SOUTH OF THE BACK OF CURB OF 146TH ST., 200' WEST OF E. PROPERTY LINE ELEVATION = 795.85 FT TBM 2 — CUT "X ", N.E. ANCHOR BOLT, OVERHEAD TRAFFIC SIGN POST ALONG 146TH ST, 220 FT EAST OF NORTHWEST PROPERTY CORNER ELEVATION = 802.98 FT 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER 3. ALL SIGNS AND PAVEMENT MARKINGS SHALL MEET IMUTCD STANDARDS. SAFETY. (0 REQ.) O STOP (2 REQ.) 25 SPEED LIMIT (25 MPH) (0 REQ.) + STREET NAME SIGN (0 REQ.) <>O<>END OF ROAD NOTE: "ALL SIGNS ARE INSTALLED BY THE CITY AND REQUIRE AN ORDINANCE." z 0 w No. 920350.: .�0 STATE OF 4!� OVAL DATE: 11/01/05 THIS DRAWING AND THE IDEA4, "' DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005 Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www. sch n eidercorp. com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering z �w a 0 wz a Q U Q Q UD w DATE: PROJECT NO.: 11101 /05 5075.002 DRAWN BY: CHECKED BY. PRC C\t SHEET TITLE: � DRAWING FILES: z � O z � � w � W Tn V 1 z �w a 0 wz a Q U Q Q UD w DATE: PROJECT NO.: 11101 /05 5075.002 DRAWN BY: CHECKED BY. PRC JCC SHEET TITLE: TRAFFIC CONTROL PLAN DRAWING FILES: R: \5K \5075 \002 \DWGS \C302 XREF: 002BS XREF: 003BS XREF: 5075001S XREF: R: \5075 \001 \DWGS \001BS SHEET NO.: (C 3 11\ U1.1 I FFz O (J7 w ?I CRo "111 No. =-10 920350 �10- STATE OF �\ AND IAN P %/SZONAL /11111111110 DATE: 11/01/05 THIS DRAWING AND THE IDEA,6, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005 Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 11/01/05 U DRAWN BY. CHECKED BY: DRP I JCC SHEET TITLE: SANITARY SEWER PLAN DRAWING FILES: R: \5K \5075 \002 \DWGS \C401 XREF: R: \5K\5075\002\D WGS\SANI TAR Y XREF: R: \5K \5075 \001 \DWGS \001BS XREF: R: \5K \5075 \002 \DWGS \002BS XREF: R: \5K \5075 \001 \DWGS \5075001S XREF: R: \5K \5076 \001 \DWGS \5076001S I� (C4CDn a O E--4 z � z OO � W U U � w Q C.J w Q H w DATE: PROJECT NO.: 11/01/05 5075.002 DRAWN BY. CHECKED BY: DRP I JCC SHEET TITLE: SANITARY SEWER PLAN DRAWING FILES: R: \5K \5075 \002 \DWGS \C401 XREF: R: \5K\5075\002\D WGS\SANI TAR Y XREF: R: \5K \5075 \001 \DWGS \001BS XREF: R: \5K \5075 \002 \DWGS \002BS XREF: R: \5K \5075 \001 \DWGS \5075001S XREF: R: \5K \5076 \001 \DWGS \5076001S SHEET NO.: (C4CDn vi z O Cris W \��1111111111//���/ CRps�,,�,, ' N 920350...- STATE OF / /// ONAL /1111111► DATE: 11/01/05 ,sy THIS DRAWING AND THE IDEA6, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 11/01/05 5075.002 DRAWN BY: CHECKED BY: DRP JCC SHEET TITLE: �w DRAWING FILES: R: \5K \5075 \002 \DWGS \C601 XREF: R: \5K \5075 \002 \DWGS \STORM XREF: R: \5K \5075 \001 \DWGS \001 BS XREF: R: \5K \5075 \002 \DWGS \002BS XREF: R: \5K \5075 \001 \DWGS \5075001S SHEET NO.: (C(5U1181\n O � � w � w Q w DATE: PROJECT NO.: 11/01/05 5075.002 DRAWN BY: CHECKED BY: DRP JCC SHEET TITLE: STORM SEWER PLAN DRAWING FILES: R: \5K \5075 \002 \DWGS \C601 XREF: R: \5K \5075 \002 \DWGS \STORM XREF: R: \5K \5075 \001 \DWGS \001 BS XREF: R: \5K \5075 \002 \DWGS \002BS XREF: R: \5K \5075 \001 \DWGS \5075001S SHEET NO.: (C(5U1181\n WIP 1 WI 010071 0 NEW SANITARY SEWER EXISTING SANITARY SEWER -f- — NEW STORM SEWER EXISTING STORM SEWER d -- EXISTING WATER MAIN w NEW WATER MAIN WITH VALVE AND 1" SERVICE LINE TO EACH LOT NEW FIRE HYDRANT ASSEMBLY W/6 GATE VALVE AND TEE �a 1112— FIRE HYDRANT MARKER NOTES: 1. ALL WATER MAINS ARE TO BE 8" DUCTILE IRON PIPE, UNLESS NOTED OTHERWISE AND HAVE A MINIMUM COVER OF 48' 2. EACH HYDRANT VALVE SHALL BE CONNECTED TO THE TEE AT THE WATERMAIN WITH ALL — THREAD. NOTES: 3. POSI -CAPS OR EQUIVALENT ARE REQUIRED ON ALL WATER VALVE INSTALLATIONS. 4. NO WATER VALVES WILL BE PERMITTED BETWEEN THE CURBS. 5. FULL DEPTH GRANULAR BACKFILL FOR WATER LINES IS REQUIRED ON ALL STREET CROSSINGS. 6. TRACER WIRE IS REQUIRED TO BE INSTALLED WITH ALL WATER MAINS. 7. WARNING TAPE MUST BE INSTALLED 12" TO 18" ABOVE THE WATER MAIN. 8. ALL WATER SERVICE LINE STUBS SHALL BE MARKED WITH A 6' PIECE OF PVC PIPE. 9. ONLY MUELLER HYDRANTS WILL BE INSTALLED. 10. "THERE ARE TO BE NO WATER VALVES OR MANHOLES WITHIN THE PAVEMENT, CURBS, OR SIDEWALKS" EXCEPT CURB INLETS. HOLEY MOLEY SAYS "DON'T DIG BLINDn "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. I 1 003 h "Ah" 04" 1 11 "Ila U---- a I W ASSUMED NORTH SCALE: 1 " =50' BM - THE HORIZONTAL AND VERTICAL LOCATION DATA SHOWN ON THIS SURVEY ARE BASED UPON A POSITIONAL SOLUTION DERIVED FROM GLOBAL POSITIONING SYSTEM (GPS) OBSERVATIONS PROCESSED BY NATIONAL GEODETIC SURVEY (NGS) UTILIZING THEIR ONLINE POSITIONING USER SERVICE (OPUS) SOFTWARE. THE COORDINATE VALUES SHOWN ARE IN THE INDIANA STATE PLANE COORDINATE SYSTEM EAST ZONE ON THE 1983 NORTH AMERICAN DATUM (NAD83) UTILIZING THE CONTINUOUSLY OPERATING - REFERENCE STATION (CORS) ADJUSTMENT AS DETERMINED BY NGS. OPUS POINT #200 - 5/8 INCH REBAR SET WITH RED CAP STAMPED "SCHNEIDER RANDOM POINT ", 2 FOOT SOUTHWEST OF EAST CURB CUT /ENTRANCE ELEVATION = 795.41 FT (NAD83) TBM 1 - CUT 'Y', N.E. BONNET BOLT, FIRE HYDRANT 18 FEET SOUTH OF THE BACK OF CURB OF 146TH ST., 200' WEST OF E. PROPERTY LINE ELEVATION = 795.85 FT TBM 2 - CUT Y, N.E. ANCHOR BOLT, OVERHEAD TRAFFIC SIGN POST ALONG 146TH ST, 220 FT EAST OF NORTHWEST PROPERTY CORNER ELEVATION = 802.98 FT NOTE: FOR WATERMAIN DETAILS SEE SHEET C702. z 0 Ld Of G1STE - No. 920350..: STATE OF Pz� ' /ss /ONAL DATE: 11/01/105 THIS DRAWING AND THE IDE DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering 40.: 75.002 BY: JCC PLAN 0 � z C\2 a o Q z w z CD � w � � � w Q C2) w w 40.: 75.002 BY: JCC PLAN 0 44' RIGHT OF WAY go 24- 26' BACK TO BACK L- I - 9' Top Sail Slope 1/4 Compacted Sockfili NOTES: FACES MAY BE BATTERED TO FACILITATE SLIP FORMING. CURE ALL EXPOSED SURFACES, DAMPEN SUBGRADE BEFORE PLACING CONCRETE. Scale: 1 CITY OF CARMEL STANDARDS COMBINED CONCRETE CURB & GUTTER (TYPE III) REVISED FIGURE. 10-12 STOP Sign (RI-1) YIELD Sign (RI-2) YIELD RI-1 RI-2 30" x 30' 30" x 30" x 301 "SPEED LIMIT Signs (R2-1) MOW- SPEED R11-4 LIMIT R2-11 18' x 6' 24* x 30" RI-3 251 12* x 60 NOTES: 1.) Signs shall be single faced with Engineering Cwade reflectedzed sheeting on O.GW thick clurninum sheet material per INGOT Standard Specifications' 91210. 2.) Posts shall be W-D' long, 3 lb/ft green painted or gclvanized channel sign post per NOT Standard Specification 909.14. 3.) Al si a sizes, shape-j, cot= and material shall meet the Indiana Manuel on Uniform Troffic Control Devices. TYPICAL SUBDIVISION REGULATORY SIGNS NO SCALE HAMILTON COUNTY HIGHWAY DEPARTMENT REVISED: RECOMENDED: 5r� STANDARD PLAN - HAMILMN Cowry 04GRW WE S-1 APPROVED: WUL19N CMTY MC109 DATE 3 WSAT-GREEN PANTED OR CALVAI-QED CHANNEL SIGN POST PER STMOARD SPECS SEC 909-14(0) 0 0 0 0 0 0 is 0 0 0 Low Point for ........... ......... DRIVE N OR SET IN CUPACTED EACKRLL NO SCALE ............... 1W NOTES; 1. Nine (9) red deflectors ore to be mounted symmetrically on an lb-inch diamond red panel. 2. Three (3) End-of-Road markets ore to be placed at each location. Markers are to be set evenly across the width of the rood. END OF ROAD MARKERS HAMILTON COUNTY HIGHWAY DEPARTMENT REVISED: SLO---n C) STANDARD PLAN RECOMENDED: C) x" I'm oA rr Z K � �MUM APPROVED: �j / 7 - UAL t "Ec' UR CAR Top for -T SS is for Sanitary Sewer 0 is for Subsurface or Bose Drain Low Point for Conduit G is for Gas W is for Compacted N 8ockfill < v Class A" Concrete C) z C) Z ='N�x --Compocted Subgrode or Aggregate Bose 24" Minimum NOTES: INTEGRAL CURE WITH CONCRETE PAVEMENT SHALL BE SIMILAR SHAPE. CURE ALL EXPOSED SURFACES. DAMPEN SUBGRADE BEFORE PLACING CONCRETE. Scale: -0" CITY OF CARMEL STANDARDS CONCRETE ROLL CURB & GUTTER REVISED FIGURE Earti 3" to 4' (75mm TO 100mm) HIGH LETTER 1-0 BE STAMPED AS FOLLOWS- S is for Storm Sewer SS is for Sanitary Sewer 0 is for Subsurface or Bose Drain C is for Conduit G is for Gas W is for Water PIPE UNDERDRAIN (Typicol InstalloLions) NOTES: NOTE: PIPE SHALL CONFORM TO REQUIREMENTS OF SECTION 906.17 1. Curb to be stomped at oll locations where any of the above cross under a curb. OF STANDARD SPECIFICATIONS. 2. Letter to be stomped prior to concrete setting up, whenever possible. 3. Stomp to be a minhum of 1/2 inch (10mm) deep. INSTALLATION REQUIRED: BOTH SIDES OF PAVEMENT WHERE REQUIRED' BY THE ENGINEER. CURB STAMP Scale: I,= i,-c(' CITY OF CARMEL STANDARDS HAMILTON COUNTY HIGHWAY DEPARTMENT SUBSURFACE DRAIN REVISED.' REVISED: FIGURE M STANDARD PLAN 9 RECOMENDE01: 10 -9 WAMMI C"I"I MCA —WE APPROVED: -,3 -17 - a C "W" CMry MOCR WE I I �'-! f:�' rn P t C zil J3 C AND (I 1.1'ER, TYPE (DARRIER) HAMILTON COUNTY HIGHWAY DEPARTMENT Adapter Assembly r.... ........... ..... ..... Min. 6 "x24" Extruded Aluminum With Dovblefaced Green Reflectorized Background Per Standard Specifications Sec. 912.10 And 4 Minimum White Letters With White B6rders 3 lbs/f• Colvonized Channel Sign Post Per Standard Specification - Sec. 909.14(c) 0 40 Driven Or Set In Compocted Bockfill • Uj 1" 5' 3' 1 2' 11' 11' < 2' ROLL CURB PROFILE GRADE 3�: CONC. 2' ROLL CURB LL- WALK SLOPE 1/4" PER FOOT MIN I SLOPE 1/4" PER FOOT MIN 0 1" #11 HAC SURFACE 2 HIVIA #8 BINDER 3" HMA #51D BASE 7" #53 COMPACTED STONE SUB-BASE ALL PAVING TO BE COMPLETED IN SAME PAVING SEASON) PREPARED SUBGRADE PER INDIANA DEPARTMENT OF TRANSPORTATION SPECS. No. 207 TYPICAL 26' STREET SECTION r2 ��o 1 1/2• PREFORMED JOINT FILLER DETECTABLE WARNING ELEMENTS SETTING NG B FE—CMCRETE (BASE 2' 1 3' CONC. WALK 0 PIPE UNDERDRAIN (TYP) SEE DETAIL TOP OF CURB \ OF CURB \—TRANSVERSE EXPANSION JOINTS IVI BOTTO —\ (BETWEEN STORM STRUCTURES & CURB) PAVEMENT TRANSYERSE CONTRACTION JOINTS (10' MAX. SPACING) CURB JOINT DETAIL *TRANSVERSE CONTRACTION JOINTS �C8011) MAX. 5' SPACING WITHIN RADIUS OF INTERSECTIONS AND ENTRANCES. INTEGRAL CURB (�) PAVUENT 0 C) 0 0 0 -0 0 0 -0 0 0 -0 -0 9 0 0 0 0 0 . 0 0 . 0 4-� L 00 0 00 . 0 00 . 0 00 .,C) 00 0 00 a 0 00 a C) 00 0 0 00 a 0° 0 0 0° 0 0 0 00 a 0° 0 a 0 0 0 0 0 0 0 0 0 0 0 0 C) 0 00 0° 00 0 .1 0 0 0 C3 0 0 0 0 C) 00 0° 0 0 0 00 Icy- L�— 110 #/SY BIT SURFACE No. 11, L 220 #/SY BIT BINDER No. 8, LV 5" #53 STONE ASPHALT PATH SECTION_ r5 01 GENERAL NOTES: (D THESE DWSICAS AN BASO ON A 4 IN. UN 1/2" PREFORMED JOINT �CGHT. THEY SHAil- BE PROPORMK&LY ADJJS0 FILLER REQUIRED ON 12' MIN. FOR OTHER CURS HOOM. 15,33% + 5% 1133X > ITX EACH SIDE OF DRIVEWAY —\ 20 MAX. GREEN SPACE (D *UE Sn W.ASWTY PR MNSMUON WIDTH MAY VARY RIGHT OF WAY LINE TO 7W *TTH SHOM, SUCH MOTH MAY BE 1-1\ /11N DECFEASED TO A WMAUM Of 3'-0•. SE=ON cl-•a L0 THE BOTTOM EDGE OF 1W CURB RAN? %W1 BE SOUAK PATIM F1119i WITH THE EDGE OF ADJACENT PAYNENT PROVIDE 2'-0• LM STRip 2*-0* 7- 177 L IF ALGORAIC DIFFERENCE PROME CURB AS R EOURED AND WTTER UW1 TRUNCATED DOMES USED MAY BE MONOUTHIC WITH EXCEEDS 11X LA MG AREAS AT THE TOP OF CURB RAMPS SHALL IN DETECTABLE WARNINGS LEVEL STRIP. 41 HAVE WAX" GMS SLOPE OF 501 IN ANY 71 DIRECTION. MEN 91E INFEASBUTY PWCLUM A LMDW SLOPE OF 50 IN ANY OFECTION, THE DETECTABLE WARNING BRICK CHANGE OF GRADE SIDEWALK SLOPE PSPIMMUR TO THE GM3 FACE SHA:L NOT 51 TAPER EXCEED BRUSHED SAND MIXTURE Os IF SITE NFEAS13UTY PFULLOES CONS1MT10N TO SLOPE SETTING BED 1/2" PREFORMED JOINT FILLER 'N 12-1 Z' 2' THE WIDTH WWI, THE LA)Cf6 VOTH WAY BE CONCRETE BASE 2' SLOPE OF RE CURB RAMP WAY BE MEEPM 10 DEOFUSO TO S-0' MINIMUM. THE RLWNG PA•,TMEN idROLL.':,.. A WAXIMUM OF 10:1 FOR A MADLU 6 IN. RIM O DRMAGE 14ETS SHOULD BE LOCATED UPPLL RCN CURB RANDS TO PREVENT PUDDLES AT THE PATH DETAIL OF RAMP GROOVES 1 1/2" DEEP CENTERLINE JOINT OF TRAM - O7 ALGEBRAIC DTFMCE N GRADE K7WM THE 8AX BRICK SURFACE CONSTRUCTION OF WU RAND W 111 WM SiAU K UU11M TO LE 1. CROSS HATCHED AREAS SHALL BE 6" PLAIN CONCRETE. THAN IIX F IT IS NOT PRACMAL A • -0• W U'Va SiFF SHALL BE RUM. SEE DUAL 91TIX 110"E 12-.1 #5 SPA. 0 IS- 2, SIDEWALK SHALL BE 6" THICK WITHIN DRIVEWAY LIMITS. FAVEWENT 3. SUBGRADE UNDER ALL CURBS, SIDEWALK AND DRIVES SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 207.02 OF I.D.O.T. STANDARD SPECIFICATIONS. CONSTRUC70N OF CURB F 4. SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE APPROPRIATE SEPERA7M FROM RAMP STANDARD AND SHALL BE CONTINUOUS ACROSS THE DRIVEWAY. CITY OF CARMEL STANDARDS #5 ALTERNATE CURB CONSTRUC'nON STREET NAME SIGNS REVISED FIGURE HANDICAP RAMP DETAILS K�7 • 1� -213 C801 RESIDENTIAL DRIVEWAY DETAIL_ 6 �CM/ cri Lit C,\S " No. 920350 STATE OF ND I MA ' 70NAL DATE: 11/01/05 THIS DRAWING AND THE IDEAK."ID"ESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. COPYRIGHTED BY THE SCHNEIDER CORP. 20051 nei er THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnicol Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering Z C\-2 C) C) Z Bedding, Haunching, Initial Backfill Bedding, hounching, and initial backfill for all RCP installations shall be B- Borrow for Structure Backfill meeting the material requirements of the INDOT. Bedding shall be placed in the trench bottom such that after the pipe is installed to grade and line, there remains a 4 -inch minimum depth of material below the pipe barrel and a minimum of 3- inches below the bell. For pipe sizes 66- inches and larger, the minimum depth of material below the pipe barrel shall be 6- inches. Bedding shall be placed to be uniform as possible, but shall be loosely placed uncompacted material under the middle third of the pipe prior to placement of the pipe. Haunching and initial backfill shall be compacted in 8 -inch maximum lifts to not less than 90% Standard Proctor Density for the entire depth of the material placed. The backfill shall be brought up evenly on both sides of the pipe for the full length of the pipe. Haunching shall extend to the springline of the pipe. The limit of initial boc:kfill shall be 6- inches above springline of the pipe. Minimum trench width shall be the outside diameter of the pipe plus 18- inches. Final Backfill Final backfill for all RCP installations under and within 5 -feet of pavement shall be B- Borrow for Structure Backfill meeting the material requirements of the INDOT and shall be compacted in 6 -inch maximum lifts to not less than 95% Standard Proctor Density for the entire depth of the material placed. The backfill for the top 6— inches of the excavation below the start of the aggregate subbase of the pavement shall be No. 53 Stone meeting the material requirements of the INDOT and shall be compacted to not less than 95% Standard Proctor Density. Final Backfill for all RCP installations greater than 5 —feet from pavement shall be clean fill material free of rocks larger than 6— inches in diameter, frozen lumps of soil, wood or other extraneous material, compacted in 12 —inch maximum lifts to not less than 90% Standard Proctor Density for the entire depth of the excavation. 1/2 TRENCH DEPTH MIN. Final Backfill Final backfill for sanitary sewer mains and sanitary sewer service laterals under and within 5 -feet of pavement shall be B- Borrow for Structure Backfill meeting the material requirements of the INDOT and shall be compacted in 6 —inch maximum lifts to not less than 95% Standard Proctor Density for the entire depth of the material placed. The backfill for the top 6— inches of the excavation below the start of the aggregate subbase of the pavement shall be No. 53 Stone meeting the material requirements of the INDOT and shall be compacted to not less than 95% Standard Proctor Density. If the standard practice of the utility that has jurisdiction over the installation has a more stringent final backfill requirement, the more stringent requirement shall govern. PIPE SIZE A B UP TO 33 I D +16 D +12 36" AND GREATER D + 24" 1 D + 12" MAX. WIDTH A MIN. WIDTH B (2' -6" MIN.) (GRANULAR MATERIAL TO - BE USED UNDER ALL Il A _ -11 \ \ \ \ \ \ \ \ \ \ Z PAVED AREAS) 1 \� / / / /. / /i. //� / N =1 I ::.....................1'� --. \ \ �� ....... SOIL w %� 4 4 \/ SEWER AS -I PLACEMENT ° / /\\ PER PLAN = CY- BEDDING =11 D/4 OR 6" MINA -11 INITIAL BACKFILL AREA SPRING LINE OF PIPE HAUNCHING AREA BEDDING AREA FINAL BACKFILL �I NEENAH R -1642 W /SELF / SEALING LID (OR EQUAL) FINISH GRADE -, = ':'4 x 2' -0" DIA. PRECAST CONC. STEPS REQUIRED Q RINGS 2' x 2' Box No TAPERED CONE 0 — 3' 2' -6" x 2' -6" Box T SECTION o 3 & Deeper d Yes 24" & Greaterl SEAL COAT Manhole Yes a ° EXTERIOR OF MANHOLES �,��° - -- --- - - - - -- Z r-"o' F 4 wz C> II II o Z5 ~ A / II 0 °= II LO __J mgr V) _J Wo II W Q �Q�o W II I II BISMATIC COATING AS MANHOLE STEPS PER SPECIFICATION COMPACTED #8 CRUSHED STONE 4' -0" DIA. SANITARY SEWER TRENCH DETAIL 5 C802 O.D. OF PIPE FOUNDATION (REQUIRED IN UNSTABLE SOIL) 12" 12" STORM SEWER / TRENCH & PIPE EMBEDMENT DETAIL r8 . ° � �12 + I CARMEL J 1 GRADE GRADE GRADE (NEW OR EXISTING) VARIES /-(NEW OR EXISTING) T. C. TYPICAL SWALE SECTION r9'� C802 d . 24„ OPENING 'o BEEHIVE INLET NEENAH TYPE CASTING No. R -4342 FI LL WITH CONCRETE PLAN CAST IN PLACE OR PRECAST .. • ........... .. #4 0 12" EA. WAY 0o ...a .......... a .. ' ' ..'.'.. . ----6" MIN. STONE REQUIRED UNDER MANHOLE BASE 6' -0" DIA, FOR CAST IN PLACE FOR LEVELING AND SUPPORT 4' -0" MIN. MANHOLE BASE FOR PRECAST SECTION A- A SANITARY MANHOLE DETAIL rT� C802 4" MIN RISER RING CAP NOT REQUIRED FOR BOX STRUCTURE I I I I I I I I I • ,:. •..tea: •, ' STANDARD REINFORCED CONC. BASE PIPE DEPTH MINIMUM SIZE STRUCTURE STEPS REQUIRED 15" or less 0 — 3' 2' x 2' Box No 18" to 24" 0 — 3' 2' -6" x 2' -6" Box No All Pipes 3 & Deeper Manhole Yes 24" & Greaterl All Depths Manhole Yes * Steps shall be at 8" O.C. with first step 18" below top of casting. * Manholes may be required fro 24" or smaller pipes depending upon intersection angles and number of pipes. BEEHIVE INLET DETAIL- _rP_T_ I I PIPE UNDERDRAIN 10' ALONG I I EACH DIRECTION FROM CURB I INLETS. SEE DETAIL. I / / O O I v � D O D O O O I GRADE I - . 24„ OPENING ROLL CURB & GUTTER NEENAH TYPE CASTING NO. R- 3501 —N ASPHALT COVER & SEAL * BELL HOLES SHALL BE PROVIDED I I AND THE TRENCH PREPARED SO THAT THE BOTTOM IS PROPERLY I I USE 6" SEWER PIPE UNLESS SUPPORTED THROUGHOUT ITS I I OTHERWISE SPECIFIED LENGTH. I I I I I I APPROX 90- - I I I I �. CAP NOT REQUIRED FOR BOX STRUCTURE I I I I I I I I I STANDARD REINFORCED CONC. BASE PIPE DEPTH MINIMUM SIZE STRUCTURE STEPS REQUIRED 15" or less 0 — 3' 2' x 2' Box No 18" to 24" 0 — 3' 2' -6" x 2' -6" Box No All Pipes 3' & Deeper Manhole Yes 24" & Greaterl All Depths Manhole Yes • Steps shall be at 8" O.C. with first step 18" below top of casting. • Manholes may be required fro 24" or smaller pipes depending upon intersection angles and number of pipes. ROLL CURB INLET 7 c8o2 it//— LONG RADIUS CURVE i — — — — — DIAMETER AS - -- - - -4 L— - - - - -- - SPECIFIED ON PLANS *SEAL MUST BE ABLE TO PASS AIR PRESSURE TESTS REQUIRED FOR SEWER MAIN _WYE & LATERAL CAPPING DETAIL 2 C802 NORMAL GRADE- - 1 /4" PER FOOT MIN.-1/8- PER FOOT SEE WYE & LATERAL CAPPING DETAIL USE 6" SEWER PIPE UNLESS OTHERWISE SPECIFIED APPROX. 90' ISOMETRIC PLAN LONG RADIUS SECTION A —A CONCRETE ENCASEMENT DIAMETER AS SPECIFIED ON PLAN OR SCHEDULE PLAN VIEW CONNECTION TO MAIN SEWER cao2 No. 53 STONE BOTTOM OF TRENCH W Perspective View —earth cut away �\ 0 To be used when clear distance between pipes is 18" or less, or where noted on the drawings. STONE CRADLE 4 �112 Gi z 0 in w N 0. 920350.� 0 '. STATE OF A\s, I DATE: 11/01/05 IS DRAWING AND THE IDEA66ESIGNS AND CO ON- T�fNED £t -JSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT To BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROS 11/01/05 5075.002 DRAWN BY: CHECKED BY: DRP JCC SHEET TITLE: GENERAL DETAILS DRAWING FILES: R: \5K \5075 \002 \DWGS \C801 SHEET NO.: (C \014.P(a C\2 .Z CD �y O ►—+ Q z F 4 wz �--� Q ~ ~ w a w � W Q `J W Q W DATE: PROS 11/01/05 5075.002 DRAWN BY: CHECKED BY: DRP JCC SHEET TITLE: GENERAL DETAILS DRAWING FILES: R: \5K \5075 \002 \DWGS \C801 SHEET NO.: (C \014.P(a Soils Legend & Descriptions: Br - Brookston silty clay loam, Soil Description and Characteristics: The main soil features that adversely affect engineering uses of this soil are a seasonal high water table, high potential frest action, moderate shrink -swell potential and moderate permeability. This soil has severe limitations for building sites. The site needs to be artificially drained and protected from flooding. Dwellings with basements should not be constructed on this soil. This soil has severe limitations for local roads and streets because of seasonal high water table and high potential frost action. The base material for roads and streets should be replaced or strengthened with suitable material. CrA - Crosby silt loam, Soil Description and Characteristics: The main soil features that adversely affect engineering uses of this soil are a seasonal high water table, high potential frost action, moderate shrink -swell potential and moderate permeability. This soil has severe limitations for building sites. The site needs to be artificially drained to prevent wetness from becoming a problem. Dwellings with basements should not be constructed on this soil. This soil has severe limitations for local roads and streets because of seasonal high water table and high potential frost action. The base material for roads and streets should be replaced or strengthened with suitable material. MmB2 - Miami Silt Loam, Soil Description and Characteristics: The main soil features that adversely affect engineering uses of this soil are moderate potential frost action, moderate shrink -swell potential, moderate permeability and low strength. In addition, erosion is a hazard during construction. This soil is suitable for building sites, but slope, clayey texture, shrinking and swelling, and low strength are moderate limitations that need to be overcome. This soil has severe limitations for local roads and streets because of low strength. The base material for roads and streets should be replaced or strengthened with suitable material. Recommendations and methods to overcome soil limitations: Limitations for local roads, streets and dwellings because of seasonal high water table and high potential frost action can be overcome by the use of curb underdrains, sub -base strengthening or lime stabilization. Swales which sever the surface drainage can also help. High water tables can be overcome with respect to basement construction with the use of perimeter foundation drains and sump pumps. Refer to the site construction drawings and details for specific information related to the proposed infrastructure improvements on this site. 6" HIGH, 12' WIDE GEOTECTILE FABRIC FILLED WITH No.2 STONE. (FABRIC -NUTEC 3NW SILT FENCE FABRIC OR APPROVED EQUAL) ONE FOOT OVERLAP ONTO THE CURB RUN OFF SIGN TO INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA BERM AROUND PERIMETER 12" COMPACTED EMBANKMENT MATERIAL TIP. \ 2' -0" MIN 15'x15' MIN OR AS REQUIRED TO CONTAIN WASTE CONCRETE Br M Br MrnA C r A ... ' . -• i IT M r�� 2 M Scale 1° = 500' CURB INLET CURB INLET SEDIMENT BARRIER NO SCALE 12" MIN GROUND SURFACE 3:1 OR FLATTER SIDE SLOPES NOTES: 1. CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE. 2. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA, AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS. 3. THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE. 4. AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED SEEDING i 3 `--6" MIN. TURN DOWN OF AT AN APPROVED WASTE SITE. / m EROSION CONTROL BLANKET 5. WHEN THE CONCRETE WASHOUT AREA IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND /-ICI (NORTH AMERICAN GREEN MULCHED OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE INSPECTOR. /,,, S -75 OR EQUAL) / - EXISTING GRADE CONCRETE WASHOUT DETAIL CROSSBARS ^BEEHIVE INLET OR DRAINAGE COVER 2411 W LATHS N SILT FENCE MATERIAL N, / SILT FENCE EXTENDS �- 6" BELOW FINISHED GRADE NOTE: 1. SEE SILT FENCE DETAIL FOR MATERIAL SPECIFICATIONS. 2. S'LT FENCE SHALL BE F ,REASSEMBLED BY SUPPLIER. INLET PROTECTION -SILT FENCE EROSION CONTROL MATTING DETAIL SILT FENCE x X �-I t 10, + - TYPICAL TYPICAL TOPSOIL STOCKPILE STORMWATER POLLUTION REVENTION SCHEDULE EROSION CONTROL MEASURE MAINTENANCE geotextile of 100% polypropylene meeting the physical properties below. INSTALLATION SEQUENCE TEMP. DIVERSION SWALE & SILT TRAPS AS NEEDED to stakes over fabric as reinforcement. if mulch is applied. PRIOR TO CLEARING AND GRADING STONE ENTRANCE AS NEEDED 4 oz s d / Y GrabStrength ........................... ............................... PRIOR TO CLEARING AND GRADING SILT FENCE WEEKLY, AFTER STORM WEEKLY, AFTER STORM EVENTS AND EVENTS AND AS NEEDED AS NEEDED PRIOR PRIOR TO CLEARING AND GRADING TO CLEARING AND GRADING EXISTING INLET PROTECTION TREE PROTECTION WEEKLY, AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING TEMPORARY DIVERSIONS WEEKLY, AFTER STORM EVENTS AND AS NEEDED ALONG WITH ROUGH GRADING TEMPORARY SEEDING WATER AS NEEDED AFTER ROUGH GRADING PERMANENT SEEDING WATER AS NEEDED � AFTER FINISH GRADING EROSION CONTROL MATTING WEEKLY AFTER STORM EVENTS AND AS NEEDED AFTER FINISH GRADING STRAW BALES WEEKLY, AFTER STORM EVENTS AND AS NEEDED AFTER FINISH GRADING INLET PROTECTION WEEKLY, AFTER STORM EVENTS AND AS NEEDED AFTER EACH INLET IS PLACED SEED SOD & LANDSCAPE AROUND WATER AS NEEDED AFTER FINISHED GRADING AROUND FINISHED UNITS UNITS FINISHED REMOVAL OF STRAW BALES _N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF INLET PROTECTION N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF SILT FENCE N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED • O 0 o° 0 • 0 \ o•0 0 .0 °0 ° .0 O • O O °O.O °O. o °O • o °O • O ° PUBLIC ROAD °0'000'°°°'° ° • ° ° ° 00 • 50' (MIN) \ O • o °o • o °O • o °o • 0 °o . o °0 , o '0- O o0 . 0 'o-. Co., 0 G °° . o °o . o °O , o °0 . O o0 . 0 °0 . 0. ° 000-000-000.0 0 0 O. 0 0. 0° 0. 0° O°° 00 • 0 0° . ° °0 • o °0 • 0 °0 . o 00 . o 00 . O °0 0 • O O • O ° 0.000.0,0-0,0.000.0,0.000; ° ° ° ° ° ° 00 ° 0 ° ° 0 ° 000 • O 0 0 ' 0 00 • ° o \ • 0 ° 0. 0 • 00.0.0.'00-000.00 0° p o 0 • o O • o O° .O °p0 °0, °° 0 . 0 '0-.'0-.'0 ° O •° o o• o °o . o °o . o o. o D• 0 0• o O• • 0° O ° ° °°.°°°.°°°. •0.000.• ° .000.0° .000.0°°,° ° °, °00, °° •°.°•°. o o 0 °a° ° • ° ° ° °° . ° o o . 0 . 0 ° 0 0° o 0 . o o • 0 0 • o °0 o 00 .000-000-000-000.000.00 . ° °° °0 . 0 • ° ' ° 0 0 o 0 o . ° 0 O ° 0 0 O ° °° O . o ° 0 01 0 o° 0. O ° 0. 0° 0. 0° 0. O °O . 0 . o O o • o° .o , o O° 0• 0° O. 0° O. 0° O• 0° O •o o O•o 0 °o vo o 00 . ° 00 o ° O , o ° 0 . o 00 • O 00 ° o 000 O • O °O • 0 0 0 o 0 •o O•o e0, o °0 , 0 00 -a 00 .0 00 • ° 0 ° 0 6" (MIN) ° o 000.0 ° °•o ° °. ° ° °°° ° o ° O . o ° O . o ° 0 . ° 0 °.° O• o° O O 2 " -3" COARSE °°` 0 12 (MIN) AGGREGATE GEOTEXTILE FABRIC TO STABILIZE FOUNDATION (ESPECIALLY IMPORTANT WHERE WETNESS IS ANTICIPATED) TC \ /nnl) A M t-% -rr-%I 1n-11 .11 II- K I TI" S A K I r- r% r- T A 1 1 A B C 1 1/21 3' 1 1/2 3' :'x ................. :x. N .,........... ................ 1 STAPLE PER SQ. YD. 1 -1/2 STAPLES PER SQ, YD. 2 STAPLES PER SO. YD. GENERAL STAPLE RECOMMENDATIONS 300 ADDITIONAL STAPLES AS 275 250 225 200 175 150 125 100 75 50 25 0 SLOPE LENGTH (FT.) REQUIRED DUE TO DEPTH OF FLOW. ® x X CHANNEL LININGS UTILIZE STAPLE PATTERN 'C' 4:1 3:1 21 1:1 CHANNEL WITH ADDITIONAL STAPLES ON SIDE SLOPES AT SLOPE GRADIENT LINING PROJECTED WATER LINE STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN EROSION CONTROL BLANKETS. STAPLE PATTERNS MAY VARY DEPENDING UPON SOIL TYPE AND AVERAGE ANNUAL RAINFALL AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE DRAINAGE OVER LARGE AREAS IS DIRECTED ONTO THE BLANKETS, STAPLE PATTERN 'C' SHOULD BE UTILIZED. THE EDGES OF THE BLANKET SHOULD BE BUTTED AGAINST EACH OTHER, THE EDGES OF THE SCC225 SHOULD BE OVERLAPPED 2 ". 3 THE BLANKET SHOULD NOT BE 00 o STRETCHED BUT ALLOWED TO LAY LOOSELY ON THE SOIL SURFACE TO ACHIEVE MAXIMUM BLANKET TO SOIL CONTACL 7\ ROLL BLANKETS OUT IN DIRECTION '>KA, nF wATru n nw 5 IN HIGH VELOCITY CHANNEL APPLICATIONS, CHECK SLOTS SHOULD BE ESTABLISHED EVERY 35 - 40'. THE SLOTS SHOULD BE 6' WIDE BY 6' DEEP WITH THE BLANKET STAPLED IN THE BOTTOM OF THE SLOT, THEN BACKFILLED AND SEEDED. ON SLOPE APPLICATIONS, THE TOP OF THE BLANKET SHOULD BE 'SLOTTED IN' ABOVE THE BREAK OF THE SLOPE OR AT A MINIMUM, STAPLED IN PLACE WITH STAPLES 6' APART ON THE END OF THE BLANKET. 4 ON LONG SLOPES, THE ENDS OF THE BLANKETS SHOULD BE OVERLAPPED 4 - V IN A 'SHINGLE EFFECT'. PREPARATION OF THE SEED BED, INCLUDING APPLICATION OF LIME, FERTILIZER AND SEED SHOULD BE CONDUCTED AS NORMAL PRIOR TO INSTALLATION OF BLANKET. EROSION BLANKET INSTALLATION SILT FENCE Irrigation needed during this period. To control Silt Fence shall be a machine produced, non -woven geotextile of 100% polypropylene meeting the physical properties below. use mulch. All stakes shall be 2" X 2" hardwood 36" tall with 24" tall lath stapled to stakes over fabric as reinforcement. if mulch is applied. All silt fence shall be prefabricated by the supplier. No field assembly will be accepted. NOTE: Fabric Weight ............................ .......... 4 oz s d / Y GrabStrength ........................... ............................... Warp 125 lbs. Elongation................................. ............................... Warp 50 Trapezoidal Tear Strength ................. 50 lbs. BurstStrength .............. ............................... 200 psi UVResistance ........................... ............................... > 70 A. O. S ........................ ............................... 50 -80 Slurry Flow Rate .. ............................... ..................... 225 gP /sq. ft Sediment Retention ................................................. 75 Silt Fence Mat- Fence Post Fence Post Should be Buried 1' Below Ground Surface /-Stake,; Cad .r)' Or Ground Surface -,,ce Material Should be Buried 6" Below Ground Surface. SILT FENCE DETAIL N TS Temporary Seeding and Stoblization Dates IJan Feb Apr Jul Oct Nov u Dec Wheat or Rye Oats Annual Ryegrass Permanent Seeding Da Non- Irrigated* Irrigated Dormant Seeding ** * Not necessary where mulch is applied Seedbed Preparation Apply lime to raise the pH to the level needed for species being seeded. Apply 23 pounds of 12 -12 -12 analysis fertilizer (or equivalent) per 1000 sq. ft. (approximately 1000 pounds per acre) or fertilize according to test. Application of 150 lbs. of ammonium nitrate on areas low in organic matter and fertility will greatly enhance vegetative growth. Work the fertilizer and lime into the soil to a depth of 2 -3 inches with a harrow, disk or rake operated across the slope as much as possible. Seeding Select a seed mixture based on projected use of the area (Figure 5 -2), while considering best seeding dates. See Figure 5 -3 this sheet. If toler- ances are a problem, such as salt tolerance of seedings adjacent to streets and highways, see Figure 5 -4 this sheet before final selection. Figure 5 -2: Permanent Seed Mixtures Species Seeding Rate Suitable pH Site Suitability* lbs/acre lbs/1000 well sq. ft. Droughty Drained Wet Level and Sloping, Open Areas 1. Tall Fescue 35 .8 5.5 -8.3 2 1 2 2. Tall Fescue 25 .6 5.5 -8.3 1 Red Clover ** 5 .12 3. Kentucky Bluegrass 15 .4 5.5 -7.5 2 1 Creeping Red Fescue 15 .4 Steep Banks and Cuts 4. Tall Fescue 15 .4 5.8-7.5 2 1 2 Kentucky Bluegrass 25 .6 5. Tall Fescue 35 .8 5.5-8.3 2 1 Emerald Crownvetch ** 10 .25 Lawns and High Maintenance Areas 6. Kentucky Bluegrass 40 .9 5.8 -7.5 2 1 Creeping Red Fescue 40 .9 7. Perennial Ryegrass 170 4.0 5.0 -7.5 1 (Turf Type) 8. Tall Fescue 170 4.0 5.5 -8.3 2 1 2 * 1 - Preferred 2 - Will Tolerate ** Inoculate with specific Inoculant. DROP INLET PROTECTION REAR YARD DRAINAGE SWALE eoe ® ooe oe oe oe ee ee 00 e° PERIMETER PROTECTION: SILT FENCE 0 0 0 0 0 0 0 ° e e o SUBSOIL STOCKPILE TOPSOIL a STOCKPILE s ° s PS � ° 8 AREA TO BE TOPSOILED, \ ' ° SEEDED AND MULCHED BY OWNER AT COMPLETION OF CONSTRUCTION (rM.). 0 e ° ° PS HOUSE GARAGE SIDE YARD DRAINAGE SWALE s F :.S ::.. ° e a° I�I>• =WWI INLET PROTECTION STREET SAMPLE EROSION /SEDIMENT CONTROL PRACTICE PLAN FOR A TYPICAL ONE- OR TWIG- FAMILY DWEWNG UNDER CONSTRUCTION SCALE: NONE INDIVIDUAL LOT EROSION CONTROL PLAN LEGEND PROPERTY LINE/ DRAINAGE SWALE DROP INLET PROTECTION a - -� SILT FENCE FINISHED DRAINAGE SOIL SALVAGE AND UTILIZATION --- EXISTING DRAINAGE TREE CONSERVATION PERMANENT SEEDING Ll CURB INLET PROTECTION GRAVEL ENTRANCE/ EXIT PAD PROVISIONS FOR EROSION AND SEDIMENT CONTROL ON INDIVIDUAL BUILDING LOTS: 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. Temporary seeded areas established by the developer shall be maintained by the homebuilder and his sub - contractors. Silt fences previously installed will be maintained. 3. Installation and maintenance of a stable construction site access drive from the house /site to the street /alley shall be installed, consisting of Number 2 Stone, 6" thick and a minimum of 12' wide. Top dress as needed. This shall be utilized for access to the house and any mud or dirt tracked into the street /alley shall be promptly removed and placed in a stable area. Water shall not be used to flush silt, mud or debris into the storm sewer system. 4. Installation and maintenance of appropriate perimeter erosion and sediment control measures prior to land disturbance. A silt fence is to be installed along the back.of curb at the front property line and along the alley or at the edge of the rear drainage easement. The silt fence shall be maintained until permanent vegetation (grass) is established. 5. Sediment discharge and tracking from each lot must be minimized throughout the land disturbing activities on the lot until permanent stabilization has been achieved. 6. Clean -up of sediment that is either tracked or washed onto roads. Bulk clearing of sediment shall not include flushing the area with water. Cleared sediment must be redistributed or disposed of in a manner that is in compliance with all applicable statutes and rules. 7. Adjacent lots disturbed by an individual lot operator must be repaired and stabilized with temporary or permanent surface stabilization. 8. When time is appropriate , and as soon as possible, roof down spout extenders of a non - perforated drain tile should be extended to the street or other solid outlet until a lown is established. 9. For individual residential lots, final stabilization meeting the criteria of Rule 5 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. z O Cn LL1 or r S� ,.. GtSTtR N 920350 STATE OF �-1� ^/D I AN P ' Z . s /ANAL ECG` 11111111X %1' DATE: 11/01/05 / THIS DRAWING AND THE IDEAe, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317..569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechn ical Services GIS *LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering Irrigation needed during this period. To control DRAWN BY: erosion at times other than in the shaded areas, DRIP use mulch. * Late summer seeding dates may be extended 5 days �w if mulch is applied. ** Increase seeding application by 50 %. NOTE: MULCHING REQUIRED WHEN ACTUAL CONDTIONS HAMPER THE ESTABLISHMENT OF VEGATATIVE GROUND COVER. FIGURE 5 -3 - Temporary Seedings Kind of Seed 1000 Sq. Ft. Acre Remarks Wheat or Rye 3.5 lbs. 2 bu. Cover seed 1" to z 1 1/2" deep Spring Oats 2.3 lbs. 3 bu. Cover seed 1" deep Annual ryegrass 1 lb. 40 lbs. Cover seed 1/4 "deep* * Not necessary where mulch is applied Seedbed Preparation Apply lime to raise the pH to the level needed for species being seeded. Apply 23 pounds of 12 -12 -12 analysis fertilizer (or equivalent) per 1000 sq. ft. (approximately 1000 pounds per acre) or fertilize according to test. Application of 150 lbs. of ammonium nitrate on areas low in organic matter and fertility will greatly enhance vegetative growth. Work the fertilizer and lime into the soil to a depth of 2 -3 inches with a harrow, disk or rake operated across the slope as much as possible. Seeding Select a seed mixture based on projected use of the area (Figure 5 -2), while considering best seeding dates. See Figure 5 -3 this sheet. If toler- ances are a problem, such as salt tolerance of seedings adjacent to streets and highways, see Figure 5 -4 this sheet before final selection. Figure 5 -2: Permanent Seed Mixtures Species Seeding Rate Suitable pH Site Suitability* lbs/acre lbs/1000 well sq. ft. Droughty Drained Wet Level and Sloping, Open Areas 1. Tall Fescue 35 .8 5.5 -8.3 2 1 2 2. Tall Fescue 25 .6 5.5 -8.3 1 Red Clover ** 5 .12 3. Kentucky Bluegrass 15 .4 5.5 -7.5 2 1 Creeping Red Fescue 15 .4 Steep Banks and Cuts 4. Tall Fescue 15 .4 5.8-7.5 2 1 2 Kentucky Bluegrass 25 .6 5. Tall Fescue 35 .8 5.5-8.3 2 1 Emerald Crownvetch ** 10 .25 Lawns and High Maintenance Areas 6. Kentucky Bluegrass 40 .9 5.8 -7.5 2 1 Creeping Red Fescue 40 .9 7. Perennial Ryegrass 170 4.0 5.0 -7.5 1 (Turf Type) 8. Tall Fescue 170 4.0 5.5 -8.3 2 1 2 * 1 - Preferred 2 - Will Tolerate ** Inoculate with specific Inoculant. DROP INLET PROTECTION REAR YARD DRAINAGE SWALE eoe ® ooe oe oe oe ee ee 00 e° PERIMETER PROTECTION: SILT FENCE 0 0 0 0 0 0 0 ° e e o SUBSOIL STOCKPILE TOPSOIL a STOCKPILE s ° s PS � ° 8 AREA TO BE TOPSOILED, \ ' ° SEEDED AND MULCHED BY OWNER AT COMPLETION OF CONSTRUCTION (rM.). 0 e ° ° PS HOUSE GARAGE SIDE YARD DRAINAGE SWALE s F :.S ::.. ° e a° I�I>• =WWI INLET PROTECTION STREET SAMPLE EROSION /SEDIMENT CONTROL PRACTICE PLAN FOR A TYPICAL ONE- OR TWIG- FAMILY DWEWNG UNDER CONSTRUCTION SCALE: NONE INDIVIDUAL LOT EROSION CONTROL PLAN LEGEND PROPERTY LINE/ DRAINAGE SWALE DROP INLET PROTECTION a - -� SILT FENCE FINISHED DRAINAGE SOIL SALVAGE AND UTILIZATION --- EXISTING DRAINAGE TREE CONSERVATION PERMANENT SEEDING Ll CURB INLET PROTECTION GRAVEL ENTRANCE/ EXIT PAD PROVISIONS FOR EROSION AND SEDIMENT CONTROL ON INDIVIDUAL BUILDING LOTS: 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. Temporary seeded areas established by the developer shall be maintained by the homebuilder and his sub - contractors. Silt fences previously installed will be maintained. 3. Installation and maintenance of a stable construction site access drive from the house /site to the street /alley shall be installed, consisting of Number 2 Stone, 6" thick and a minimum of 12' wide. Top dress as needed. This shall be utilized for access to the house and any mud or dirt tracked into the street /alley shall be promptly removed and placed in a stable area. Water shall not be used to flush silt, mud or debris into the storm sewer system. 4. Installation and maintenance of appropriate perimeter erosion and sediment control measures prior to land disturbance. A silt fence is to be installed along the back.of curb at the front property line and along the alley or at the edge of the rear drainage easement. The silt fence shall be maintained until permanent vegetation (grass) is established. 5. Sediment discharge and tracking from each lot must be minimized throughout the land disturbing activities on the lot until permanent stabilization has been achieved. 6. Clean -up of sediment that is either tracked or washed onto roads. Bulk clearing of sediment shall not include flushing the area with water. Cleared sediment must be redistributed or disposed of in a manner that is in compliance with all applicable statutes and rules. 7. Adjacent lots disturbed by an individual lot operator must be repaired and stabilized with temporary or permanent surface stabilization. 8. When time is appropriate , and as soon as possible, roof down spout extenders of a non - perforated drain tile should be extended to the street or other solid outlet until a lown is established. 9. For individual residential lots, final stabilization meeting the criteria of Rule 5 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. z O Cn LL1 or r S� ,.. GtSTtR N 920350 STATE OF �-1� ^/D I AN P ' Z . s /ANAL ECG` 11111111X %1' DATE: 11/01/05 / THIS DRAWING AND THE IDEAe, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317..569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechn ical Services GIS *LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: 11/01/05 PROJECT NO.: 5075.002 DRAWN BY: U DRIP JCC SHEET TITLE: STORMWATER POLLUTION �w DRAWING FILES: R:5K \5075 \002 \DWGS \C803.DWG SHEET NO.: Z z 0 O O z O Q z wz Q w Q � w 1� •a w DATE: 11/01/05 PROJECT NO.: 5075.002 DRAWN BY: CHECKED BY: DRIP JCC SHEET TITLE: STORMWATER POLLUTION PREVENTION DETAILS DRAWING FILES: R:5K \5075 \002 \DWGS \C803.DWG SHEET NO.: STORMWATER POLLUTION PREVENTION PLAN INDEX Al Plan Index provided below A2 11 "x17" Plat denoting lot numbers, boundaries and streets is provided separately. A3 Project Type: 11 lot single family subdivision. A4 Vicinity Map: Denoted on Sheet C100 Latitude 39'59' 30 "N, Longitude 86'04' 301 A5 Legal Description of Project Site: See attached Secondary Plat and NOI Letter. A6 Location of all lots and proposed site improvements: See sheet C101. A7 14 Digit Hydrologic Unit Code: 05120201090020 A8 State or Federal water quality permits: None A9 Specific points where stormwater discharge will leave the site: The majority of stormwater runoff from the site is directed to Lake #1 before discharging to The Ashton Subdivision. See Site Development Plan Sheet C101. A10 Location of all wetlands, lakes & water courses on and adjacent to site: None All Receiving Waters: Mitchener Ditch Al2 Identification of potential discharges to groundwater: None known A13 100 Year Floodplains, Floodways and Flood Fringes: None A14 Pre - Construction and Post Construction Peak Discharge: 10 year Pre - Construction Peak Discharge = 37.03 CFS South. 100 Post Construction Peak Discharge = 11.48 CFS South. A15 Adjacent Land Use (See Stormwater Pollution Prevention Plan - Sheet C102 for more information): North: Residential South: Residential East: Residential West: Residential A16 Locations and approximate boundaries of all disturbed areas: See Sheet C102 for locations: A17 Identification of existing vegetative cover: See Stormwater Pollution Prevention Plan - Sheet C102. A18 Soils Map including descriptions and limitations: See sheet C803 for soils map, description and limitations. A19 Locations, size and dimensions of proposed stormwater systems: See Site Development Plan Sheet C101 for proposed storm sewer system. A20 Locations, size and dimensions of any proposed off -site construction activities associated with his project: (None) A21 Locations of Soil Stockpiles: None required. A2 Existing site topography. See Site Development Plan Sheet C101 for existing site topography. A23 Proposed final topography. See Site Development Plan Sheet C101 for proposed site grading and drainage patterns. . Ell Description of potential pollutants sources associated with the construction activities: Silt and sediment from exposed soils, leaves, mulch, vehicular sources such as leaking fuel or oil, brake fluid, brake dust, trash, debris, biological agents found in trash, fertilizers, herbicides pesticides, i i ,pest es, ac d rain, lime dust and concrete washout. 132 Sequencing of stormwater quality implementation relative to land disturbance activities: See Construction Sequencing for Stormwater pollution Prevention notes on sheet C102. B3 Stable construction entrance location(s) and specifications. See Stormwater Pollution Prevention Plan Sheet C102 for location and Sheet C803 for construction entrance details and specifications. 134 Sediment control measures for sheet flow areas: See Stormwater Pollution Prevention Plan Sheet C102 for locations of sediment control measures and Sheet C803 construction detail specifications. n s and spec cat o s. a5 Sediment control measures for concentrated flow areas: See Stormwater Pollution Prevention Plan Sheet C102 for locations of sediment control measures and Sheet C803 construction details and specifications. B6 Storm sewer inlet protection measures, locations and specifications: See Stormwater Pollution Prevention Plan Sheet C102 for locations of inlet protection measures and Sheet C804 construction details and specifications. B7 Runoff control measures: See Stormwater Pollution Prevention Plan Sheet C102 for locations of runoff control measures and Sheet r903 construction details and specifications. B8 Stormwater outlet protection specificatic ,s: See Stormwater Pollution Prevention Plan Sheet C102 for locations of stormwater outlet control measures and Sheet C803 construction details and specifications. B9 Grade stabilization structure locations and specifications: See Stormwater Pollution Prevention Plan Sheet C102 for locations of grade stabilization control measures and Sheet C804 construction details and specifications. B10 Location, dimensions, specifications and construction details of each stormwater quality measure: See Stormwater Pollution Prevention Plan Sheet C102 for locations of various stormwater quality measures and Sheet C803 construction details and specifications. 1311 Temporary surface stabilization methods appropriate for each season: See Stormwater Pollution Prevention Plan Sheet C102 for locations of temporary surface stabilization measures and Sheet C804 construction details and specifications. 312 Permanent surface stabilization specifications: See Stormwater Pollution Prevention Plan Sheet C102 for locations of permanent surface stabilization measures and Sheet C803 construction details and specifications. B13 Material handling and spill prevention plan: Pu se: The intention of this Spill Prevention, Control and Countermeasures (SPCC) is to establish the procedures and equipment required to prevent the discharge of oil and hazardous substances in quantities that violate applicable water quality standards, cause a sheen upon or discoloration of the surface of navigable waters or adjoining shorelines, or cause sludge or emulsion to be deposited beneath the surface of the water or adjoining shorelines. The Plan also establishes the activities required to mitigate such discharges (i.e., countermeasures) should they occur. Definitions: Pollutant: means pollutant of any kind or in any form, including but not limited to sediment, paint, cleaning agents, concrete washout, pesticides, nutrients, trash, hydraulic fluids, fuel, oil, petroleum, fuel oil, sludge, oil refuse, and oil mixed with wastes other than dredged soil. Discharge: Includes but is not limited to, any spilling, leaking, pumping, pouring, emitting, emptying, or dumping. Navigable Waters: Means all waters of the United States that are connected with a navigable stream, lake, or sea. [Note: This definition is usually interpreted to mean any wastewater (even normally dry wash or storm sewer) that eventually drains into a navigable stream]. Plan Review and Amendements: This Plan shall be reviewed and /or amended, if necessary, whenever there is a change in the design of the site, construction, operation, or maintenance which materially affects the site's potential for the discharge of regulated material. Prediction of Potential Spills: 1. Nearest Navigable Water. Mitchener Ditch Drainage System: The site sheet drains to south and east through Mitchener Ditch to White River. 3. Possible Spill Sources (During and post construction): Vehicular sources such as leaking fuel or oil, brake fluid, grease, antifreeze; construction trash and debris, biological agents found in trash and debris, fertilizers, household items including but not limited to cleaning agents, chemicals, paint, herbicides and pesticides. 4. Groundwater Contamination: The facility maintains NO above ground or under ground storage tanks at this site. Therefore, it is felt that there is little or no possibility of post construction groundwater contamination. The facility does have city sanitary sewer and city water. Alert Procedures for Spills: 1. Any personnel observing a spill will immediately instigate the following procedure: a.) Dialing "0' from any telephone. b.) Notify the appropriate emergency personnel. 2. The Emergency Coordinator will then take the following actions: a.) Barricade the area allowing no vehicles to enter or leave the spill zone. b.) Notify the Indiana Department of Environmental Management, Office of Emergency Response by calling the appropriate telephone number: Office 317 - 233 -7745 Toll Free 800 - 233 -7745 Also the National Response Center at 800- 424 -8802 and provide the following information: - Time of observation of the spill - Location of the spill - Identity of material spilled - Probable source of the spill - Probable time of the spill - Volume of the spill and duration - Present and anticipated movement of the spill - Weather conditions - Personnel at the scene - Action initiated by personnel C.) Notify the Carmel Fire Department Phone: 9 -1 -1 d.) Notify the Carmel Police Department Phone: 9 -1 -1 e.) Notify waste recovery contractor, maintenance personnel or other contractual personnel as necessary for cleanup. f.) Coordinate and monitor cleanup until the situation has been stabilized and all spills have been eliminated. g.) Cooperate with the IDEM -OER on procedures and reports involved with the event. . Cleanup Parameters: 1. The Developer / Homeowners Association shall be continually kept informed, maintain lists of qualified contractors and available Vac - trucks, tank pumpers and other equipment readily accessible for clean -up operations. In addition, a continually updated list of available absorbent materials and clean -up supplies should be kept on site. 2. All maintenance personnel will be made aware of techniques for prevention of spills. They will be informed of the requirements and procedures outlined in this plan. They will be kept abreast of current developments or new information on the prevention of spills and / or necessary alterations to this plan. 3. When spills occur which could endanger human life and this becomes primary concern, the discharge of the life saving protection function will be carried out by the local police and fire departments. 4. Absorbent materials which are used in le in can g up spilled materials, will be disposed of in a manner subject to the approval of the Indiana Department of Environmental Management, 5. Flushing of spilled material with water will not be permitted unless so authorized by the Indiana Department of Environmental Management. B_4 Monitoring and maintenance guidelines for pollution prevention measures: Straw Bale Dam Maintenance Requirements 1. Inspect straw bale dams after each storm event and promptly remove any sediment deposits to insure adequate storage volume for the next rain, taking care not to undermine the entrenched bales. 2. Inspect periodically for deterioration or damage from construction activities and repair immediately. 3. After the contributing drainage area has been stabilized, remove all straw bales and sediment deposits, bring the disturbed area to grade and stabilize it. Silt Fence Maintenance Requirements 1. Inspect the silt fence periodically and after each storm event. 2. If fence fabric tears, starts to decompose or in any way becomes ineffective, replace the affected portion immediately. 3. Remove deposited sediment when it reaches half the height of the fence at it's lowest point or is causing the fabric to bulge. 4. Take care to avoid undermining the fence during cleonout. 5. After the contributing drainage area has been stabilized, remove the fence and sediment deposits, bring the disturbed area to grade and stabilize it. Temporary Sediment Trap Maintenance Requirements 1. Inspect temporary sediment traps after each storm event and immediately repair any erosion and piping holes. 2. Remove sediment when it has accumulated to one -half the design depth. 3. Replace spillway gravel facing when clogged. 4. Inspect vegetation and re -seed if necessary. 5. Check the spillway depth periodically to insure a minimum of 1.5 ft depth from the lowest point of the settled embankment to highest point of the spillway crest and fill any low areas to maintain desired elevation. 6. Promptly replace any displaced rip -rap, being careful that no stones in the spillway are above design grade. 7. After all disturbed areas have been stabilized, remove the structure and sediment, smooth the site to blend with adjoining areas and stabilize it. Sandbag Curb Inlet Barrier Maintenance Requirements 1. Inspect frequently for damage by vehicular traffic and repair if necessary. 2. Inspect after each storm event. 3. Remove sediment, without flushing, when it reaches half the height of the barrier. 4. Deposit removed sediment where it will not enter storm sewer drains. Block and Gravel Curb Inlet Protection Maintenance Requirements 1. After each storm event remove the sediment and replace the gravel, replace the geotextile fabric if used. 2. Periodically remove sediment and tracked -on soil from the street, without flushing, to reduce the sediment IoaJ on the curb inlet protection. 3. Inspect periodically for damage and repair. Keep grates free of debris. 4. After the contributing drainage area has been stabilized, remove the gravel, wire mesh, geotextile fabric and sediment deposits and dispose of them properly. Erosion Control Blanket (Surface Applied) Maintenance Requirements 1. During vegetative establishment, inspect after each storm event for any erosion below the blanket. 2. If any area(s) shows erosion, pull back that portion of the blanket covering it, re- seed the area and relay and staple the blanket. 3. After vegetative establishment, check the treated area periodically. Temporary Gravel Construction Entrance Maintenance Requirements 1. Inspect entrance pad and sediment disposal area weekly and after storm events or heavy use. 2. Reshape as needed for drainage and runoff control. 3. Topdress with clean stone as needed. 4. Immediately remove mud and sediment tracked or washed onto streets by brushing or sweeping. Flushing should only be used if the water is conveyed into a sediment trap or basin. 5. Repair any broken road pavement immediately. B15 Erosion & sediment control specifications for individual building lots: See Sheet C803 for Construction details and specifications for erosion & sediment control on individual building lots. C 1 Description of pollutants and their sources associated with the proposed land use: Silt and sediment from exposed soils, leaves, mulch, vehicular sources such as leaking fuel or oil, brake fluid, brake dust, grease, antifreeze, metals, rubber fragments, road grit, salts and sands, construction trash and debris, fertilizers, household items including but not limited to cleaning agents, chemicals, paint, miscellaneous home improvement materials, toys, clothing and animal waste, elevated storm runoff temperatures, acid rain, pesticides and pathogens. 2 Sequence describing stormwater quality measure implementation: 1. Inspect and maintain all erosion control measures as detailed in the Stormwater Pollution Prevention Measures Maintenance Requirements beginning immediately after installation and continuing until vegetation has been sufficiently established and all construction activity is complete. 2. Remove all individual inlet protection and straw bale dams, silt fences, etc. only after seeding and sufficient vegetative growth has been established in each area to a point where sediment /pollutants will not enter the lake(s) or storm sewer system. . 3. Inspection and maintenance of all common areas and infrastructure improvements is the responsibility of the owner /developer or his designee until improvements are accepted for maintenance by homeowners association or local agencies. Inspection and maintenance of BMP's shall follow time tables set forth in maintenance and operations manual. 4. Inspection and maintenance of individual dual lots is the responsibility of the home builder or his designee until the homeowner buys and thereby accepts responsibility for the individual lot. C3 Description of proposed post construction stormwater quality measures: Site and facility design for stormwater quality protection on this site employs a multi -level strategy consisting of: 1. Storm water detention pond that slows storm water runoff that allows suspended solids to settle out as well as normalizing the temperature of storm runoff. Detention ponds also trap trash and debris for collection as part of maintenance program. Pond depths are designed to prevent resuspention of solids. 2. Grass lined rear yards swales at minimum slopes to slow and filter storm runoff and create infiltration. 1 On going maintenance by developer and homeowners assocation to insure that sediment, trash and pollutants do not enter the drainage system according to the BMP operations and maintenance manual. It is the intent of this plan that the implementation of the above described storm water quality measures be executed in accordance with the enclosed plans and details in order to meet the requirements of Rule 5 storm water quality. =4 Location, dimensions, specifications and construction details of stormwater quality measures: See Stormwater Pollution Prevention Plan Sheet C102 for locations of permanent stormwater quality measures and Sheets C803 & C804 construction details and specifications. C5 Description of maintenance guidelines for proposed water quality measures: See attached BMP Operations and Maintenance Manual. ADDITIONAL STORMWATER POLLUTION PREVENTION MEASURES VEHICLE & EQUIPMENT MAINTENANCE Description and Purpose Prevent or reduce the contamination of stormwater resulting from vehicle and equipment maintenance by running a "dry and clean site ". The best option would be to perform maintenance activities at an offsite facility. If this option is not available then work should be performed in designated areas only, while providing cover for materials stored outside, checking for leaks and spills, and containing and cleaning up spills immediately. Suitable Application These procedures are suitable on all construction projects where an onsite yard area is necessary for storage and maintenance of heavy equipment and vehicles. Limitations Onsite vehicle and equipment maintenance should only be used where it is impractical to send vehicles and equipment offsite for maintenance and repair. Sending vehicles /equipment offsite should be done in conjunction with a Stabilized Construction Entrance /Exit. Outdoor vehicle or equipment maintenance is a potentially significant source of stormwater pollution. Activities that can contaminate stormwater include engine repair and service, changing or replacement of fluids, and outdoor equipment storage and parking (fluid leaks). Implementation If maintenance must occur onsite, use designated areas, located away from drainage courses. Dedicated maintenance areas should be protected from stormwater runon and runoff, and should be located at least 50 ft from downstream drainage facilities and watercourses. Drip pans or absorbent pads should be used during vehicle and equipment maintenance work that involves fluids, unless the maintenance work is performed over an impermeable surface in a dedicated maintenance area. Place a stockpile of spill cleanup materials where it will be readily accessible. All fueling trucks and fueling areas are required to have spill kits and /or use other spill protection devices. Use adsorbent materials on small spills. Remove the absorbent materials promptly and dispose of properly. Inspect onsite vehicles and equipment daily at startup for leaks, and repair immediately. Keep vehicles and equipment clean; do not allow excessive build -up of oil and grease. Segregate and recycle wastes, such as greases, used oil or oil filters, antifreeze, cleaning solutions, automotive batteries, hydraulic and transmission fluids. Provide secondary containment and covers for these materials if stored onsite. Train employees and subcontractors in proper maintenance and spill cleanup procedures. Drip pans or plastic sheeting should be placed under all vehicles and equipment placed on docks, barges, or other structures over water bodies when the vehicle or equipment is planned to be idle for more than 1 hour. Properly dispose of used oils, fluids, lubricants, and spill cleanup materials. Do not place used oil in a dumpster or pour into a storm drain or watercourse. Properly dispose of or recycle used batteries. Do not bury used tires. Repair leaks of fluids and oil immediately. Listed below is further information if you must perform vehicle or equipment maintenance onsite. Inspection and Maintenance Inspect and verify that BMPs are in place prior to the commencement of associated activities. While activities associated with the BMP are under way, inspect weekly to verify continued BMP implementation. Keep ample supplies of spill cleanup materials onsite. Maintain waste fluid containers in leak proof condition. Vehicles and equipment should be inspected on each day of use. Leaks should be repaired immediately or the problem vehicle(s) or equipment should be removed from the project site. Inspect equipment for damaged hoses and leaky gaskets routinely. Repair or replace as needed. VEHICLE AND EQUIPMENT FUELING Description and Purpose Vehicle equipment fueling procedures and practices are designed to prevent fuel spills and leaks, and reduce or eliminate contamination of stormwater. This can be accomplished by using offsite facilities, fueling in designated areas only, enclosing or covering stored fuel, implementing spill controls, and training employees and subcontractors in proper fueling procedures. Limitations Onsite vehicle and equipment fueling should only be used where it is impractical to send vehicles and equipment offsite for fueling. Sending vehicles and equipment offsite should be done in conjunction with a Stabilized Construction Entrance/ Exit. Implementation Use offsite fueling stations as much as possible. These businesses are better equipped to handle fuel and spills properly. Performing this work offsite can also be economical by eliminating the need for a separate fueling area at a site. Discourage "topping -off" of fuel tanks. Absorbent spill cleanup materials and spill kits should be available in fueling areas and on fueling trucks, and should be disposed of properly after use. Drip pans or absorbent pads should be used during vehicle and equipment fueling, unless the fueling is performed over an impermeable surface in a dedicated fueling area. Use absorbent materials on small spills. Do not hose down or bury the spill. Remove the adsorbent materials promptly and dispose of properly. Avoid mobile fueling of mobile construction equipment around the site; rather, transport the equipment to designated fueling areas. Train employees and subcontractors in proper fueling and cleanup procedures. Dedicated fueling areas should be protected from stormwater runon and runoff, and should be located at least 50 ft away from downstream drainage facilities and watercourses. Fueling must be performed on level -grade areas. Protect fueling areas with berms and dikes to prevent runon, runoff, and to contain spills. Nozzles used in vehicle and equipment fueling should be equipped with an automatic shutoff to control drips. Fueling operations should not be left unattended. Federal, state, and local requirements should be observed for any stationary above ground storage tanks. Inspection and Maintenance Vehicles and equipment should be inspected each day of use for leaks. Leaks should be repaired immediately or problem vehicles or equipment should be removed from the project site. Keep ample supplies of spill cleanup materials onsite. Immediately clean up spills and properly dispose of contaminated soil and cleanup materials. SOLID WASTE MANAGEMENT Description and Purpose Solid waste management procedures and practices are designed to prevent or reduce the discharge of pollutants to stormwater from solid or construction waste by providing designated waste collection areas and containers, arranging for regular disposal, and training employees and subcontractors. Suitable Applications This BMP is suitable for construction sites where the following wastes are generated or stored: Solid waste generated from trees and shrubs removed during land clearing, demolition of existing structures (rubble), and building construction Packaging materials including wood, paper, and plastic Scrap or surplus building materials including scrap metals, rubber, plastic, glass pieces and masonry products Domestic wastes including food containers such as beverage cons, coffee cups, paper bags, plastic wrappers, and cigarettes Construction wastes including brick, mortar, timber, steel and metal scraps, pipe and electrical cuttings, nonhazardous equipment parts, styrofoom and other materials send transport and package construction materials Implementation The following steps will help keep a clean site and reduce stormwater pollution: Select designated waste collection areas onsite. Inform trash- hauling contractors that you will accept only watertight dumpsters for onsite use. Inspect dumpsters for leaks and repair any dumpster that is not watertight Provide an adequate number of containers with lids or covers that can be placed over the container to keep rain out or to prevent loss of wastes when it is windy. Plan for additional containers and more frequent pickup during the demolition phase of construction. Collect site trash daily, especially during rainy and windy conditions. Remove this solid waste promptly since erosion and sediment control devices tend to collect litter. Make sure that toxic liquid wastes (used oils, solvents, and paints) and chemicals (acids, pesticides, additives, curing compounds) are not disposed of in dumpsters designated for construction debris. Do not hose out dumpsters on the construction site. Leave dumpster cleaning to the trash hauling contractor. Arrange for regular waste collection before containers overflow. Clean up immediately if a container does spill. Make sure that construction waste is collected, removed, and disposed of only at authorized disposal areas. Collection. Storage, and Disposal Littering on the project site should be prohibited. To prevent clogging of the storm drainage system, litter and debris removal from drainage grates, trash racks, and ditch lines should be a priority. Trash receptacles should be provided in the contractor's yard, field trailer areas, and at locations where workers congregate for lunch and break periods. Litter from work areas within the construction limits of the project site should be collected and laced in watertight dumpsters at least weekly, regardless of whether the litter was generated by he contractor, the public, or others. Collected litter and debris should not be placed in or next to drain inlets, stormwater drainage systems, or watercourses. Dumpsters of sufficient size and number should be provided to contain the solid waste generated by the project. Full dumpsters should be removed from the project site and the contents should be disposed of by the trash hauling contractor. Construction debris and waste should be removed from the site biweekly or more frequently as needed. Construction material visible to the public should be stored or stacked in an orderly manner. Stormwater runon should be prevented from contacting stored solid waste through the use of berms, dikes, or other temporary diversion structures or through the use of measures to elevate waste from site surfaces. Solid waste storage areas should be located at least 50 ft from drainage facilities and watercourses and should not be located in areas prone to flooding or ponding. Inspection and Maintenance Inspect and verify that activity -based BMPs are in place prior to the commencement of associated activities. While activities associated with the BMP are under way, inspect weekly to verify continued BMP implementation. Inspect BMPs subject to non - stormwater discharge daily while non - stormwater discharges occur Inspect construction waste area regularly. Arrange for regular waste collection. CONCRETE WASHOUT The following steps will help reduce stormwater pollution from concrete wastes: Discuss the concrete management techniques described in this BMP (such as handling of concrete waste and washout) with the ready -mix concrete supplier before any deliveries are made. incorporate requirements for concrete waste management into material supplier and subcontractor agreements. Store dry and wet materials under cover, away from drainage areas. Avoid mixing excess amounts of fresh concrete. Perform washout of concrete trucks offsite or in designated areas only. Do not wash out concrete trucks into storm drains, open ditches, streets, or streams. Do not allow excess concrete to be dumped onsite, except in designated areas. For onsite washout: - Locate washout area at least 50 feet from storm drains, open ditches, or water bodies. - Do not allow runoff from this area by constructing a temporary pit or bermed area large enough for liquid and solid waste. - Wash out wastes into the temporary pit where the concrete can set, be broken up, and then disposed properly. - Avoid creating runoff by draining water to a bermed or level area when washing concrete to remove fine particles and expose the aggregate. - Do not wash sweepings from exposed aggregate concrete into the street or storm drain. Collect and return sweepings to aggregate base stockpile or dispose in the trash. DEWATERING AND PUMPING OPERATIONS Description and Pumase Dewatering operations are practices that manage the discharge of pollutants when non - stormwater and accumulated precipitation must be removed from a work location so that construction work may be accomplished. Suitable ADDlicotions These practices are implemented for discharges of nonstormwater from construction sites. Non - stormwaters include, but are not limited to, groundwater, water from cofferdams, water diversions and waters used during construction activities that must be removed from a work area. Practices identified in this section are also appropriate for implementation when managing the removal of accumulated precipitation(stormwater) from depressed areas at a construction site. Limitations Site conditions will dictate design and use of dewatering operations. The controls discussed in this best management practice (BMP) address sediment only. The controls detailed in this BMP only allow for minimal settling time for sediment particles. Use only when site conditions restrict the use of the other control methods. Dewatering operations will require, and must comply with, applicable local permits. Implementation Dewatering discharges must not cause erosion at the discharge point. A variety of methods can be used to treat water during dewatering operations. Several devices are presented below and provide options to achieve sediment removal. The size of particles present in the sediment and Permit or receiving water limitations on sediment are key considerations for selecting sediment treatment option(s); in some cases, the use of multiple devices may be appropriate. Sediment Basin Description: A sediment basin is a temporary basin with a controlled release structure that is formed by excavation or construction of an embankment to detain sediment -laden runoff and allow sediment to settle out before discharging. Sediment basins are generally larger than Sediment Traps. Appropriate Applications: Effective for the removal of gravel, sand, silt, some metals that settle out with the sediment, and trash. Imlementation: Excavation and construction of related facilities is required. Temporary sediment basins must be fenced if safety is a concern. Outlet protection is required to prevent erosion at the outfall location. Maintenance: Maintenance is required for safety fencing, vegetation, embankment, inlet and outfall structures, as well as other features. Removal of sediment is required when the storage volume is reduced by one -half. Sediment Trap Description: A sediment trap is a temporary basin formed by excavation and /or construction of an earthen embankment across a waterway or low drainage area to detain sediment -laden runoff and allow sediment to settle out before discharging. Sediment traps are generally smaller than Sediment Basins. Appropriate Applications: Effective for the removal of large and medium sized particles (sand and gravel) and some metals that settle out with the sediment. Implementation: Excavation and construction of related facilities is required. Trap inlets should be located to maximize the travel distance to the trap outlet. Use rock or vegetation to protect the trap outlets against erosion. Maintenance: Maintenance is required for vegetation, embankment, inlet and outfall structures, as well as other features. Removal of sediment is required when the storage volume is reduced by one -third Gravity Boo Filter Description: A gravity bag filter, also referred to as a dewatering bag, is a square or rectangular bag made of non -woven geotextile fabric that collects sand, silt, and fines. Appropriate Applications: Effective for the removal of sediments (gravel, sand, and silt). Some metals are removed with the sediment. Implementation: Water is pumped into one side of the bag and seeps through the bottom and sides of the bag. A secondary barrier, such as a rock filter bed or straw /hay bale barrier, is placed beneath and beyond the edges of the bag to capture sediments that escape the bag. Maintenance: Inspection of the flow conditions, bag condition, bag capacity, and the secondary barrier is required. Replace the bag when it no longer filters sediment or passes water at a reasonable rate. The bag is disposed of offsite. EVALUATION FOR CONSTRUCTION PROJECTS A trained individual shall perform a written evaluation of the project site. a. By the end of the next business day following each rainfall that exceeds 0.5" b. A minimum of one (1) time per week Project Name: Grandin Hall Section 2 Name of Trained Individual: Is this Fvnhintinn fnllnwinn n rninfnll YAc Date of Inspection: No. -- - - -- -. 1-11, rr,.,,.. PROBLEM or CONCERN nik,iiva YES NO N A 1. Is the site information posted at the entrance? 2. Are all necessary permits attained and special provisions being implemented? O Z 3. Is a construction entrance installed? Is it effective? Is it enough �� -<:� w 4. Public and private streets are clean? T o V ) 5. Are appropriate practices installed where stormwater leaves the site? 6. Silt fence is entrenched into the round? 7. Silt fence is upright? Fabric and stakes meet specifications? Fabric is not to torn? Terminated to higher round? Property joined at ends? 8. Sediment basins and traps are installed according to the plan? The pipe or rock spillway is functional? 9. The earthwork for erosion and sediment control practices is properly graded, seeded and /or mulched? 10. Diversions swales and/or waterbars are installed to plan and protected? 11. Perimeter practices have adequate capacity and do not need to be cleaned out? 12. Inlet protection is installed on all functional inlets? not filter fabric under rate 13. Inlet protection is installed so water does not flow under it? 14. The frame, cross- brocin and/or stakes are adequate and meetspecifications? 15. 1 The fabric straw, mulch and/or stone is intact without holes or tears? 16. 1 Catch basin insert protection is installed where required? 17. Sediment has been removed from the practice? 18. Swales and ditches have been stabilized or protected? 19. Stormwater outlets are adequately stabilized? 20. 1 Temporary stabilization of distributed ground has been addressed? 21. 1 Disturbed areas that will lie dormant for 15 days are planned to be protected? 22. 1 All protected dormant areas meet a minimum 70% coverage 23 * Growing vegetation has sufficient water and/or nutrients to row? 24. Permanent stabilization of disturbed ground is progressing through the project? 25. Final grading and stabilization is progressinq on completed areas? 26. operly prepared for seeding? 27. Hard or soft armoring is installed where natural vegetation will erode? 28. Water pumping operations have a protected outlet and discharge-water is clear? 29. A desi nated washout is established for concrete trucks? 30. A dumpster is onsite for trash disposal? 31. Fuel tanks and other toxic materials are safely stored and protected? 32. 1 Smaller construction sites not required to file a separate NOI are complying with the overall Ian? 33. 34. ALL PROBLEMS OR CONCERNS NEED TO BE ADDRESSED WITH A CORRECTIVE AC110N dentify the problem by number and /or provide additional explanation as needed. Developer Representative contacted, name and date: Contractor Representative contacted, name and date: Report Submitted by: Certification Signature: - Date: Date: Date: &5 z CD cn w I or-1 \��111111111///// 1 CR ,� . `� O '. `- = ::. No. *. =a �-. 9203 50 �� . STATE OF . �` �` / P . F / /,, . _NAL ..`,,\\ 'X. - r��-�. �- 14 DATE: 11/01/ 05 - THIS DRAWING AND THE IDE , DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) ( � 5) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www. sch n eidercorp. corn Architecture Civil Engineering Environmental Engineering Geotechnical Services 'IN * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering ll.- � ll.-� ■--1 Z � O Z lZ ,;� U �� -<:� w U Q:� T o V ) DATE DRAY SHEE DRAY R: 5K' SHEE a rnl Ein O U -!:4 E-4 Z ZW Z Q � R� U Q W Q = N Cn Isl EARTHWORK Minor adjustments to the grades may be required to J. Flushing Sewers - Flush all sanitary sewers except G. Backfilling - for a depth of at least 6 inches 3. Placing Concrete - Concrete shall be JCC �w earthwork balances when minor excess material or DRAWING FILES: building sewers with water to obtain free flow SHEET NO.: above the spring line of the pipe (Initial backfill), deposited so as to require as little shortages are encountered. It is recognized by the a through each line. Remove all silt and trash from backfill with granular material, B- borrow or rehandling as practicable. When concrete is O E-1 1. SCOPE OF WORK parties hereto that the calculations of the Engineer appurtenances just prior to acceptance of work. equivilent. Tamp this backfill thoroughly, to be placed at an atmospheric temperature of in determining earthwork quantities shall be ac- taking care not to disturb the pipe. 35 degrees F. or less, paragraph 702.10 of A. Extent: The work required under this section complished in accordance with the American Society of K. Deflection Testing - All PVC and truss sewer For the remaining trench depth, backfill with the Indiana Department of Transportation consists of all excavating, filling, rough grading Civil Engineers Standards for such calculations. non - lateral pipe must be tested for deflection with ( ) P P earth or granular material containing stones or g g rocks not larger than 4 inches. Backfill under Specifications latest revision shall be P followed. and related items necessary to complete the work indicated on the drawings and described in the Further, that these calculations are subject to the E-4 an acceptable go -no -go mandrel. No pipe can and within 5 of walks, parking areas, driveways U) specifications. The Contractor shall notify in interpretations of soil borings as the physical limits of the various soil types, also the allowable variation exceed a deflection of 5 %. The deflection test must and street shall be granular material only - F. Concrete Curb writing he owners and the Engineer of an changes, 9 9 Y 9 in finish grade and compaction permitted the contractor, be conducted using a mandrel having diameter equal to 95% of the inside diameter of the pipe. The test p P thoroughly compacted by approved methods. " The top 6 of backfill under paved areas shall 1. Expansion Joints - Shall be 1/2 inch thick errors, or omissions found on the plans or in the field, before work is started or resumed. and that all of these parameters may cause either an P Y must be performed without a mechanical pulling device be compacted No.53 stone. premoulded between storm structures & curb. excess or shortage of actual earthwork materials to and the rope used to pull the mandrel must be no complete the project. such an actual minor excess or stronger than 150 pound test. Tag /trail rope may be H. Manhole Inverts - Construct manhole flow channels 2. Contraction /Control Joints - Unless otherwise 1. In general, the items of work to be shortage of materials occurs, the contractor shall contact the engineer determine if adjustment can be of any size to allow removal of mandrel. A single of concrete sewer pipe or brick, smoothly finished provided, contraction joints shall be sawed performed under this section shall include: imbalance made to correct the mbalance of earth. individual of average size, weight and strength without and of semi - circular section conforming to the or scored joints spaced 10 feet on center, except for clearing and grubbing, removal trees and the use of tools to gain leverage must pull the inside diameter of the connecting sewers. Make intersection radii where joints shall be placed 5' o.c. stumps (where required), protection trees mandrel. All pipe exceeding the allowable deflection changes in size or grade gradually and changes in topsoil, to to remain, stripping and storage of to must t be replaced or repaired and retested. direction by true curves. Provide such channels 3. Finish - Tamp and screed concrete as soon as fill compaction and rough grading of entire SANITARY SEWER SYSTEMS L. Storm Water Connections - No roof drains, footing for all connecting sewers at each manhole. placed, and fill any honey combed places. Finish to 1/4" and site. drains and /or surface water drains may be I. Subdrains - All subdrains shall be of the size square corners radius other corners to radii shown. 2. Excavated material that is suitable may be 1. SCOPE OF WORK connected to the sanitary sewer systems, including shown on the plans and shall be constructed to the used for fills. All unsuitable material and temporary connections during construction. grades shown. All drains constructed off -site as G. Concrete Walks and Exterior Steps all surplus excavated material not required The work under this section includes all sanitar y part of the outlet drain will be located as shown. shall be removed from the site. The sewers, manholes, clea and related items including M. Waterline Crossing - Where water lines and 1. Slo es - Provide / per P 1 4 inch foot cross location of dump and length of haul shall be excavating and backfilling, necessary to complete the sanitary sewers cross and water lines cannot be J. Utilities - It shall be the responsibility of each slope. Make adjustments in slopes at walk the Contractors responsibility. work shown in the drawings, starting five feet outside placed above the sewer with a minimum of 18 inches contractor to verify all existing utilities and intersections as necessary to provide proper the building walls. The ends of sewers shall be vertical clearance, the sewer must be constructed conditions pertaining to his phase of the work. drainage. 3. Provide and place any additional fill tightly plugged or capped at the terminal points, of water works grade ductile iron pipe with It shall also be the contractors responsibility to material from off the site as may be adjacent to buildings, pending the connecting of all mechanical joints within 10 feet of the water contact the owners of the various utilities before 2. Dimensions - Walks and steps shall be one P necessary to produce the grades required. such lines to the building drain as specified in the line. work is started. The contractor shall notify in course construction and of widths and details Fill obtained from off site shall be of kind plumbing s and architectural drawings. P 9 ecifications P g writing the owners or the engineer of any changes, shown on the drawings. and quality as specified for fills herein N. Utilities - It shall be the responsibility of each contractor to verify all existing utilities errors or omissions found on these plans or in the field before work is started or resumed. 3. Finish - Screed concrete and trowel with and the source approved by the Owner. 2. MATERIALS and conditions pertaining to his phase of the . a steel trowel to a hard dense surface after 4. The Contractor shall accept the site as he A. Sanitary Sewers work. It shall also be the contractors K. Contractor to grout joints inside storm surface water has disappeared. Apply medium finds it shall remove all trash, rubbish responsibility to contact the owners of the structures where pipes enter or exit broom finish and scribe control joints at 5 and and debris from the site prior to starting 1. All gravity plastic sewer pipe and fittings g Y P P P 9 various utilities before work is started. The and between structure and casting. foot spacing. Provide 1/2" expansion joints shall conform to ASTM D3034, SDR -35 and meet contractor shall notify in writing the owners and where sidewalks intersect, and at a maximum excavation. a cell classification of 12454 B in the engineer of any changes, errors or omissions spacing of 48 feet between expansion joints. accordance with ASTM 1784. found on these plans or in the field before work STREETS B. Work not included: The following items of is started or resumed. H. Curing Concrete - Except as otherwise specified, related work are specified and included in other 2. All sanitary sewer lines upon completion will be cure all concrete by one of the methods described sections of these specifications: required to pass a low pressure air test. Said test 0. Service Laterals - Individual lot service lines in Section 501.17 of the Indiana Department of 1. Excavation, grading and backfilling for shall be conducted according to ASTM F1417 -92, and shall be witnessed by an Engineer and a shall be 6" in diameter and of material equal to that specified in 2A of this section. Service 1. SCOPE OF WORK Transportation Specifications, latest revision. utility lines representative of the Clay Waste District. The lines shall be connected to the main sewer by a The work required under this section includes all I. Bituminous Pavement - Hot asphalt concrete P 2. Storm drainage systems testing hall be in accordance with Table 1. g w e at locations generally shown within these y g y concrete and bituminous paving and related items pavement shall be as specified in Section 403 of B. Manholes plans. Service lines shall be extended and necessary o complete the work indicated on drawings Y P g the Indiana Department of Transportation P P 3. Sanitary fewer systems capped at a point 5 feet beyond the right-of-way PP P Y 9 Y and described in the specifications, including but not Specifications latest revisions. Paving will not 1. Precast reinforced concrete manhole sections line or one pipe length for those services on the limited to: be permitted during unfavorable weather or when 4. Streets and steps shall conform to ASTM C -478 latest some side of the street as the main. Sewer the temperature is 40 degrees F. and falling. and paving revision. service lines shall be marked on the curb with All streets, parking areas in contract limits 5. Water supply system red paint and at the end of the line with a Curbs and utters g J. Compacted Aggregate Subbase 2. Castings shall be of uniform quality, free wooden 2x4 above the ground. Sidewalks and concrete slabs, exterior steps from blow holes, porosity, hard spots, 1. The thickness shown on 2. BENCH MARKS shrinkage distortion or other defects. They P. New Sanitary Sewer Main Construction - Contractor 2. MATERIALS the drawings is the minimum thickness of the shall be smooth and well - cleaned by shot- shall record dimensions of each service line stub fully compacted subbase. Compaction shall be Maintain carefully all bench marks, monuments and other blasting or by some other approved method. from nearest downstream manhole measured along A. Concrete - Concrete shall be ready -mixed concrete accomplished by rolling with a smooth wheeled reference points; if disturbed or destroyed, contractor They shall be coated with asphalt paint the sanitary sewer main. The locations of and shall be a mix of proportioned fine and roller weighing 8 to 10 tons. Compact to 90% shall contact engineer. g which shall result in a smooth coating, manholes and service lines along with any other coarse aggregates with Portland cement and water. compaction using Standard Testing Procedures. tough and tenacious when cold, not tacky or construction changes are to be incorporated on "Record cement content shall be 6 bags per cubic headers and walls and at all laced Along curbs, p 3. REMOVAL OF TREES brittle. They shall be gray iron meeting the original construction drawings and Record yard of concrete and maximum water content shall not accessible to the roller, the aggregate A. Remove all trees and stumps from area to be ASTM A -48 latest revision. Manhole covers Drawing" prints submitted to the Town of Westfield be 5.5 U.S. gallons per sack of cement, including material shall be tamped with mechanical tampers occupied by road and surfaced areas. Removal of for sanitary sewer shall be Neenah Type "f" and the engineer as soon after completion of moisture in the aggregate. Slump for normal or with approved hand tampers. trees outside these areas shall only be done as R- 1772 -A with concealed pickhole. construction as possible. weight concrete shall be a maximum of 4 inches 2. Compact, following Section 304.05 of the 1995 noted on drawings or approved by the Owner. 3. Joints - manhole sections shall be jointed and a minimum of 2 inches. the slump of machine shall be less than 1 -1/4 INDOT Standard Specifications. s, wood and other refuse from the B. All brush, stumps, with sealed "o" rings. The "o" rings shall meet ASTM C -443 latest revisions. placed concrete no inches nor more than 3 inches. Standard test trees shall be buried onsite or removed to disposal areas STORM SEWER SYSTEMS ASTM C -143 shall be used to measure slump. off of the site. Disposal by burning shall not 4. Bismatic coating shall be applied around Compressive strength of concrete at 28 days shall be 4000 All exterior have be permitted unless proper permits are obtained (where applicable). The location of on site bury each manhole joint from 6 inches above to 6 1. SCOPE OF WORK psi. concrete shall air entrainment of 5% to 8% by volume per ASTM C P its shall be designated by the owner or the inches below each joint. Inside joints to filled with precoat plug material. The work under this section includes all storm sewers, -260. Retempering of delivered concrete will not be allowed. Concrete shall be composed of: Engineer. 5. Manholes to be tested per ASTM C1244 -93 for storm water inlets, and related items, including 9 4. PROTECTION OF TREES "concrete sewer manholes" b negative y g excavating and backfilling, necessary to complete the 1. Portland cement - Conforming to ASTM C -150, 9 air pressure (vacuum) test. work shown on the drawings. Type IA or Type IIIA. A. General Protection: The Contractor shall be responsible for the protection of tops, trunks 3. APPLICATION 2. MATERIALS 2. Aggregates: Conforming to ASTM C -33 and roots of existing trees on the project site that are to remain. Existing trees subject to A. Permi.:s and Codes -The intent of this section of A. Storm Sewers 3. Water -Shall be clear and free from construction damage shall be boxed, fenced or the specifications is that the contractor's bid on the work covered herein shall be based upon the 11. Reinforced concrete sewer pipe shall confirm injurious amounts of oils, acids, alkalies, organic materials or other deleterious otherwise protected before any work is started; do not stockpile within branch spread. Remove drawings and specifications but that the work to ASTM C -76 latest revision, with joints substances. interfering branches without injury to trunks and shall comply with all applicable codes and conforming to ASTM C -443 latest revision. cover scars with tree paint. regulations as amended b an waivers. Contractor g y y When storm pipe is submerged B. Welded Steel Wire Fabric - Where required for q shall urnish all bonds necessary to get permits concrete reinforcement shall conform to ASTM A185. 5. HANDLING OF TOPSOIL for cuts and connections to existing sewers. B. Manholes C. Premoulded Joint Filler - Shall be of non A. Remove all organic material from the areas to be " B. Local Standards - The term local standards as 11. Precast reinforced concrete manhole sections - extruding type meeting ASTM D -544 except that occupied by buildings, roads, walks and parking used herein means the standards of design and g and steps shall conform to ASTM C -478 latest P remoulded j oint filler used in concrete walk areas. Pile and store topsoil at a location uction of the respective municipal construction evision. construction may be either non - extruding or where it will not interfere with construction department of utility company. 2. Casting shall be of uniform quality, free resilient. operations. Topsoil shall be reasonably free from debris, weeds, stones, ect. C. Existing Improvements - Maintain in o g Im P operating from blow holes, porosity, hard spots, D. Bituminous Pavement Materials - All materials subsoil, grass, condition all active utilities, sewers and other r shrinkage distortion or other defects. The 9 Y proposed for the construction of bituminous B. After completion of site grading and subsurface drains encountered in the sewer installation. shall be smooth and well cleaned by shot pavements shall comply with the Indiana Department P P Y P utility installation, top soil shall be replaced Repair to the satisfaction of the owner an damage P Y 9 - blasting or by some other approved method. of Transportation specifications, per latest P P P in areas designated on the erosion control plan to existing active improvements. The shall be coated with asphalt paint Y P P which shall result in a smooth coating, revision. for seeding and /or sodding. Any remaining top soil shall be used for finished grading around D. Workmanship - To conform to all local, state and tough and tenacious when cold, not tack 9 Y or E. Compacted Aggregate Subbase: Shall be crushed structures and landscaping areas. national codes and to be approved b all local and PP Y brittle. They shall be gray iron meeting stone or ravel. Crushed ravel shall be a g g state agencies having jurisdiction. ASTM A -48 latest revision, minimum of 35% crushed material. Chert shall be limited to a maximum of 8% of the total. Material 6. DISPOSITION OF UTILITIES: E. Trenching - La all pipe in open trenches, except g y P P P P 3. Joints - Manhole sections shall be jointed shall be free from an excess of flat, elongated, g when the local authority gives written permission with rubber type gaskets. The rubber type YP 9 YP thinly laminated, soft or disintegrated pieces; A. Rules and regulations governing the respective for tunneling. Open the trench sufficient) ahead 9• P Y gaskets shall meet ASTM C -443 latest and shall be free from fragments coated with dirt. 9 utilities shall be observed in executing all work of pipe - laying to reveal any obstructions. The revision. When manhole and storm pipe are Compacted aggregate shall be graded as follows: under this section. width of the trench shall be the inside pipe continuously in water. diameter plus 24 inches for 12 inches above the SIEVE SIZE % PASSING B. If active utilities are encountered but not shown pipe. Sheet and brace trench as necessary to C. SUBDRAINS on the drawings, the Engineer shall be advised protect workmen and adjacent structures. All trenching to comply with Occupational Safety and 1. Perforated plastic pipe subdrains shall 1„1/2" 100 1 80 -100 before work is continued. Health Administration Standards. Keep trenches conform to ASTM F -405. 3/4" 70 -90 C. Inactive and abandoned utilities encountered in free from water while construction is in progress. 3. APPLICATION 1/2" 55 -80 excavating and grading operations shall be Under no circumstances shall pipe or appurtenances P P PP # 4 35 -60 reported to the Engineer. They shall be removed, be laid in standing water. Conduct the discharge from trench dewatering to drains or natural A. Permits and Codes -The intent of this section of #8 25 -50 #30 12 -30 plugged or capped as directed by the Utility drainage hannels. g e the specifications is that the contractor, s bid on #200 5 -10 Company and the Engineer. the work covered herein shall be based upon the D. It shall be the responsibility of each contractor F. Special Supports - Whenever, in the opinion of the drawings and specifications but that the work 3. APPLICATION TABLE 1 to verify all er'sting utilties and conditions Engineer, the soil at or below the pipe grade is unsuitable for supporting sewers and PP 9 shall comply with all applicable codes and regulations as amended by any waivers. Contractor A. Grading - Do an necessary grading in addition to 9 Y Y 9 9 TIME IN MINUTES AND SECONDS REQUIRED FOR FOR PRESSURE DROP FROM 3.5 PSIG TO 2.5 PSIG pertaining to I �s phase of the work. It shall also be the contractors responsibility to contact appurtenances specified in this section, such shall furnish all bonds necessary to get permits that performed in accordance with Earthwork (Based on 0.003 cfm per sq. ft. and 2.0 cfm) the owners of the various utilities before work special support, in addition to those shown or P PP for cuts and connections to existing sewers. Section, to bring sub grades, after final 9 9 Pie Diameter D in Inches p is started. specified, shall be provided as the Engineer may B. „ Local Standards - the term Local Standards compaction, to the required grades and sections 4 6 8 10 12 15 18 21 24 27 30 33 36 39 direct, and the contract will be adjusted. as for site improvement. 7. SITE GRADING: used herein means the standards of design and 25 :04 :10 :18 :28 :40 1:02 1:29 2:01 2:58 3:20 4:08 4:59 5:56 6:58 25 G. Backfilling - for a depth of at least 12 inches construction of the respective municipal B. Preparation of Subgrade - Remove spongy and A. Grades: Contractor shall perform all cutting, above the to of the . pipe, backfill with granular P P P 9 department or utility company. otherwise unsuitable material and replace with P 50 : 09 : 20 : 35 : 55 1:19 2:04 2:58 4: 03 5:17 6: 41 8:15 9: 59 11:53 13:57 50 filling, compacting of fills and rough grading material free from large stones, rock fragments, stable material. No traffic will be allowed on 75 :13 :30 :53 1:23 1:59 3:06 4:27 6:04 7:55 10:01 12:23 14:58 17:00 18:25 75 required to bring entire project area to grade as roots or sod. Compact this backfill thoroughly, C. Existing Improvements - Maintain in operating prepared subgrade prior to paving. shown on the drawings. taking care not to disturb the pipe. for the condition all active utilities, sewers and other 100 :18 :40 1:11 1:50 2:38 4:08 5:56 8:05 10:39 12:45 14:11 15:35 100 remaining trench depth, backfill with earth or drains encountered in the sewer installation. C. Compaction of Subgrade - The first 6 inches below 125 :22 :50 1:28 2:18 3:18 5:09 7:26 9:55 11:20 125 B. Rough Grading: the tolerance for paved areas granular material containing stones or rocks not 9 g Repair to the satisfaction of the owner any damage the subgrade shall be compacted to at least 100% g P shall not exceed 0.10 feet plus or minus above larger than 4 inches. Backfill under and within to existing active improvements. 9 P of the maximum dry density as determined by the 150 :26 :59 1:46 2:45 3:58 6:11 8:30 150 the established subgrade. All other areas shall 5 of walks, parking areas, driveways and streets provisions of AASHO T -99. Water shall be 175 :31 1:09 2:03 3:13 4:37 7:05 175 not exceed 0.10 feet plus or minus the shall be granular material only - thoroughly 9 Y 9 Y D. Workmanship - To conform to all local state and prevented from standing on the compacted subgrade. P g P g 200 :35 1:19 2:21 3:40 5:17 200 established grade. All banks and other breaks in compacted, by approved methods. The top 6 of backfill national codes and to be approved by all local and state agencies having jurisdiction. 225 :40 1:29 2:38 4:08 5:40 225 grade shall be rounded at top and bottom. under paved areas shall be compacted No.53 stone. D. Utility Structures - Check for correct elevation of all manhole covers, valve boxes and similar 250 :44 1:39 2:56 4:35 250 C. Compaction Requirements: H. Flow Channels - The flow channels within manholes E. Trenching - Lay all pipe in open trenches, except structures located within areas to be paved, and 275 :48 1:49 3:14 4:43 275 shall be an integral part of the precast base. when the local authority gives written permission Y 9 P make, or have made, any necessary adjustments in 1. All building pad areas shall be compacted to The channels shall be shaped and formed for a P for tunneling. Open the trench sufficient ahead such structures. 300 :53 1:59 3:31 300 standards specified by local and /or state clean transition with proper hydraulics to allow of i ela in to reveal an obstructions. The P P y g y the trench be the inside 350 1:02 2:19 3:47 350 building codes. the smooth conveyance of flow through the manhole. The bench wall shall be formed to the crown of the width of shall pipe diameter plus 24 inches for 12 inches above the E. Placing Concrete 400 1:10 2:38 400 2. For compaction requirements of paved areas, inlet and outlet pipes to form a "U' shaped P P P pipe. Sheet and brace trench as necessary to 1. Subgrade - Place concrete only on a moist, 9 Y 450 1:19 2:50 450 see street specifications. channel. The bench wall shall sloe back from the P protect workmen and adjacent structures. All compacted subgrade or base free from loose P g 500 1:28 crown at 1/2 inch per foot to the manhole wall. trenching to comply with Occupational Safety and 9 P Y P Y material. Place no concrete on a muddy or 500 . Health Administration Standards. Keep trenches frozen subgrade. 550 1:37 550 8. EARTH WORK BALANCE I. Infiltration - The contractor shall furnish free from water while construction is in progress. P g 600 1:46 600 necessary equipment to test sewers for Under no circumstances lay pipe or appurtenances 2. Forms - All forms shall be free from warp, The Contractor shall confirm all earthwork quantities infiltration. Infiltration rates shall not exceed in standing water. Conduct the discharge from tight enough to prevent leakage and 650 1:53 2:50 3:47 4:43 5:40 7:05 8:30 9:55 11:20 12:45 14:11 15:35 17:00 18:25 650 prior to start of construction. If an excess or the Local Standards. All sanitary sewer lines trench dewatering to drains or natural drainage substantial enough to maintain their shape shortage of earth is encountered, the Contractor shall upon completion will be required to pass a low channels. and position without springing or settling, confirm with the Owner and Engineer the requirements pressure air test, Said test shall be conducted when concrete is placed. Forms shall be for stockpiling, removal or importing of earth. according to ASTM 1417 -92, and shall F. Special Supports - Whenever in the opinion of the clean and smooth immediately before be witnessed by an inspector authorized by Engineer the soil at or below the pipe grade is concreting. The City of Carmel. Infiltration under test shall unsuitable for supporting sewers and appurtenances not exceed 100 gallons per inch of inside diameter specified in this section, such special support, of sewer pipe per mile of sewer in 24 hours and in addition to those shown or specified, shall be inclusive of all appurtenances within the section provided as the Engineer may direct, and the being tested such as manholes, house connections, contract will be adjusted. etc. z 0 �n w G� .. S�' %,� (....STERFo fro. 920350:; ' STATE OF O w INDIAN?' ZONAL DATE: 11/01/05 THIS DRAWING AND THE IDEA6, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechn ical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE.11/01/05 PROJECT 5075.002 DRAWN BY: CHECKED BY: PRC JCC �w SPECIFICATIONS DRAWING FILES: R: \5K \5075 \002 \DWGS \C901 SHEET NO.: a O E-1 Q Q F'--- -I O C/D W Q C2) W Q E-4 U) DATE.11/01/05 PROJECT 5075.002 DRAWN BY: CHECKED BY: PRC JCC SHEET TITLE: SPECIFICATIONS DRAWING FILES: R: \5K \5075 \002 \DWGS \C901 SHEET NO.: