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HomeMy WebLinkAbout05110009 Civil Construction Plans Rcv. 12/15/2005 DOCSFILE NAME: R:\5K\5075\002\DWGS\ClOO co N 4�b ao SANITARY SEWER TABLE STR # STA BASELINE OFFSET LT /RT TYPE TC INVERTS E16 - - - - -- - - - - -- EXISTING MANHOLE 797.70 787.04 (NW), EX- 786.54 (E) 787.50 (NW), 787.40 (SE) 17 5 +67.79 "H" 25.00' RT MANHOLE 799.00 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), 802.810 (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) U NOTE: SRN. 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 ( N7000956 "W, 568.86' ). SAN. STR, 20 ( N51'13'28 "W, 686.40' }. SAN. STR, 21 ( N38'47'12 1W, 854.24' ). 0 STORM SEWER TABLE STR # STA BASELINE OFFSET LT /RT TYPE EX. BEEHIVE INLET TC 793.60 INVERTS 787.95J-W), EX- 787.95 (N )f E119 - - - - -- - - - - -- 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 (W), 792.14 (N &E) 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 +70.56 "H" 226.58' LT BEEHIVE INLET 802.70 798.65 (E) ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. IT SHALL BE THE RESPONSIBILITY OF EACH SUBCONTRACTOR TC 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. STANDARD SPECIFICATIONS FOR THE CITY OF CARMEL SHALL APPLY FOR ALL STORM SEWERS. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH GRANULAR MATERIAL. 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. SERVICE WALKS SHALL BE NON- REINFORCED CONCRETE 4" THICK AND 5' IN WIDTH. NZ, 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. 13. ALL SUBSURFACE DRAINS SHALL BE 6" DOUBLE -WALL, SMOOTH INTERIOR CORRUGATED, PERFORATED HDPE PIPE, HANCOR Hi -Q OR EQUIVALENT. 14. ADA RAMPS ARE REQUIRED AT ALL LOCATIONS WHERE SIDEWALKS OR ASPHALT PATHS CROSS STREETS. SEE DETAIL 7/C801. c S) C� .29 x 794 X 794.91 -- X 792,65 w� HOLEY MOLEY SAYS " DON'T DIG BLIND° "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1 -800- 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW 1S -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. ASSUMED NORTH SCALE: 1 " =50' VIM31 N mm i IIM �- I't", I� HM - 1 HE 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 "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 GAS ELECTRIC Vectren Existing Storm Sewer -- New Storm Sewer \ P.O. Box 7136 Existing Sanitary Sewer Indianapolis, Indiana 46207 New Sanitary Sewer - - - - - - - - Subsurface Drain TELEPHONE STORM SEWER W Water Main "° 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 (317) 571 -2648 Flow Arrow 1. M.E. Meet Existing Elevation F.F.E. =000.0 Denotes Approximate Home (NO PAD) Location and Finished Floor Carmel, Indiana 46032 Elevations _<- Indicates Flood Routing MFPG =000.0 Denotes Minimum Flood Protection Grade 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 r 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 1 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. 7. O 0 Q w o' M w w M �y LLJ o� o w M o� z� Q �V) Z 0 W W U w s �� 00 'L' r c� o� _< n L0 Z N O r- V)U w or C R o woo i 920350 -)3- STATE OF •,� �` D I AN �`�• , " is /DNAL DATE: 12/13/05 THIS DRAWING AND THE IDEA 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. QC COPYRIGHTED BY THE SCHNEIDER CORP. (2005) s �F e�fp 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: PRC JCC SHEET TITLE: DEVELOPMENT PLAN DRAWING FILES: R: \5K \5075 \002 \DWGS \C101 XREF. 0028S XREF: 002 -TABS XREF: 003BS XREF: R: \5K \5075 \001 \DWGS \5075001S C\2 SHEET NO.: (C n(a C:) z Q � [-1 w C) w Q 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. 0028S XREF: 002 -TABS XREF: 003BS XREF: R: \5K \5075 \001 \DWGS \5075001S XREF: R: \5K \5075 \001 \DWGS \001BS SHEET NO.: (C n(a 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' S45004'1 7"E 89 014'07" C -3 204.60' 172.00' 192.75' S55 °36'411 68 °09'21" C -4 45.49' 40.00' 43.07 S00 051'55 "E 65 °09'10" C -5 j 25.71' 40.00'L_ 25.27' N39 °56'54 "W 36'49'47" 3 w 5 z J Z r7 L0 Ld O w O W Z E-- W J Z S W W Q7 U W N S ¢ 11i O .M Cn� Z N a W O GO S� %,� R�o No. 920350 `. - STATE OF ND I AN /0NAL DATE: 12/13/05 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. 11 © COPYRIGHTED BY THE SCHNEIDER CORP. (2005)x' 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 z DRAWN BY: CHECKED BY: DRP JCC SHEET TITLE: STREET PLAN DRAWING FILES: R: \5K \5075 \002 \DWGS \C201 XREF: R: \5K \5075 \002 \DWGS \STREET c\2 XREF: R:\5K\5075\001DWGS\001BS O Z Q Q z Q z CD w Q H W DATE: PROJECT NO.: 11/01/05 5075.002 DRAWN BY: CHECKED BY: DRP JCC SHEET TITLE: STREET PLAN DRAWING FILES: R: \5K \5075 \002 \DWGS \C201 XREF: R: \5K \5075 \002 \DWGS \STREET XREF: R: \5K \5075 \002 \DWGS \002BS XREF: R:\5K\5075\001DWGS\001BS XREF: R: \Kk \5075 \001 \DWGS \5075001S RANDOLPH CRESCENT DRIVE SCALE: 1"=30' i C301 (aIa1q-aHkAjL yqc)T= 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 iA 1R n Z Cn _ W w W U _Z = J In J O a z z 0 w Of X%11111111 / / /// CROS "111 -�G \STEREO .' No. O..".� STATE OF /NDIANP N�\`� ZONAL ////1111111�1� DATE: 11/01/05 � THIS DRAWING AND THE IDEAh 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. 1 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 Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 11/01/05 z 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.: I� O O z wz � Q' � w Q C2) w Q 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.: (C3Cn 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 NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. �I ASSUMED NORTH SCALE: 1"=100' I:11 N 1wIIM /.�� rZ IN 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 (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 '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.) OOO END OF ROAD NOTE: "ALL SIGNS ARE INSTALLED BY THE CITY AND REQUIRE AN ORDINANCE." A z 0 w 1STE,QO No. 920350) �0 STATE OF �\ S/ONAL 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: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS *LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 11/01/05 z DRAWN BY: CHECKED BY: PRC JCC �w TRAFFIC CONTROL PLAN DRAWING FILES: R: \5K \5075 \002 \DWGS \C302 XREF: 0026S XREF: 0038S XREF: 5075001S XREF: R:\5075\001\DWGS\0018S SHEET NO.: (C30 0 W U U V 1 Q � w Q H w DATE: PROJECT NO.: 11/01/05 5075.002 DRAWN BY: CHECKED BY: PRC JCC SHEET TITLE: TRAFFIC CONTROL PLAN DRAWING FILES: R: \5K \5075 \002 \DWGS \C302 XREF: 0026S XREF: 0038S XREF: 5075001S XREF: R:\5075\001\DWGS\0018S SHEET NO.: (C30 vi z 0 w Of GO ....... S� %,� No. 9-;0- STATE OF %SIGNAL '� "1111111►0�� 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. sch n eidercorp. corn Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering O E-i O W U U Q �J w Q N w N F- F- N LL- C) F-- Q U O J F- N 7 Q Ln O Z N O cn � �cl: w ° `\0X%j I, I, I I I 1 j j//ii �..�G1STER�O % N0. =-o--'920350'; X13- . STATE OF %,S /ONAL t DATE: 12/13/05 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) 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 �w STORM SEWER PLAN DRAWING FILES: R: \5K \5075 \002 \DWGS \C601 XREF: R: \5K \5075 \002 \DWGS \STORM XREF: RA5K \5075 \001 \DWGS \001 BS XREF: R: \5K \5075 \002 \DWGS \002BS XREF: R: \5K \5075 \001 \DWGS \5075001S SHEET NO.: C\2 O o � � � w Q C2) 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: RA5K \5075 \001 \DWGS \001 BS XREF: R: \5K \5075 \002 \DWGS \002BS XREF: R: \5K \5075 \001 \DWGS \5075001S SHEET NO.: (C6(an o vi J � z o oz � J Z Q Z a Cj:: W Z w 2 C.' L N (/j j W CM Q cD M Lr) U-) F- 1- O O J J C) LL- L0 Lr) Q W C) J Z � J Z_ Lj W W U :> =0 2 p W W W W= wM O o 0 M W a_ ,.���ST�RFo N 0* =-10 920350 10 STATE OF fth DATE: 12/13/05'' THIS DRAWING AND THE IDEAb, 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. I U COPYRIGHTED BY THE SCHNEIDER CORP. (2005)x' 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. corn Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering XREF: 002BS XREF: z XREF: 003BS XREF: R: \5K \5075 \001 \1DWGS \001BS �w O V oQ z zQ w z C14 � w � � Q Q w XREF: 002BS XREF: 5075001S XREF: 003BS XREF: R: \5K \5075 \001 \1DWGS \001BS Top Soil r'T- I �'_ Siope z /ft. i� Compacted /nom Backfill LO NOTES: FACES MAY BE BATTERED TO FACILITATE SLIP FORMING. CURE ALL EXPOSED SURFACES. DAMPEN SUBGRADE' BEFORE PLACING CONCRETE. Scale: i 1 — V -0" CITY OF CARMEL STANDARDS COMBINED CONCRETE CURB & GUTTER (TYPE III) RASED FIGURE. 10-12 7 r 3 i J J 5 J T n M C 7 Top Soil --� Low Point r. / /X Compacted a V < Bockfill ��, j�� Class "A" Concrete •% o a �/ "— Compacted Subgrode cr Aggregote Base 24" Minimum NOTES: INTEGRAL CURB WITH CONCRETE PAVEMENT SHALL BE SIMILAR SHAPE. CURE ALL EXPOSED SURFACES. DAMPEN SUBGRADE BEFORE PLACING CONCRETE. Scale: 112 CITY OF CARMEL. STANDARDS CONCRETE ROLL CURB & GUTTER REVISED FIGURE 10.10 Earth Or Sidewalk Surface ' �• Concrete Curb Or Curb Gutter I Pavement cJ7 P "J �J OU oU�J O:f e0J � Slope 147 If;. C is for Conduit rte, W is for Water a�ve7 v0 3 Soil * Backfill Prepared Subgrode Na SCkE , a 1. Curb to be stamped at all locations where any of the cbove cross under a curb. .,0 a3vo0vof o„i .. ? °oc M 24 * THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE oC oC o�'Jo'.rt+7e� o37�SQp�d� NOT TO EXCEED C IN DEPTH. REVISED: SUBGRADE OR BASE UNDER ALL CURBS, SIDEWALKS, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 207.02 �j o�Do�'Jo� ar9o�po� ���oQ %o�fo:1lo�DuQ ^.o0 \� I / APPROVED: 3 17--9,5 Eg�!X" 9AI E OC�7C`oCt41�=D � re ate � #'8 Washed A99 9 / Top Soil r'T- I �'_ Siope z /ft. i� Compacted /nom Backfill LO NOTES: FACES MAY BE BATTERED TO FACILITATE SLIP FORMING. CURE ALL EXPOSED SURFACES. DAMPEN SUBGRADE' BEFORE PLACING CONCRETE. Scale: i 1 — V -0" CITY OF CARMEL STANDARDS COMBINED CONCRETE CURB & GUTTER (TYPE III) RASED FIGURE. 10-12 7 r 3 i J J 5 J T n M C 7 Top Soil --� Low Point r. / /X Compacted a V < Bockfill ��, j�� Class "A" Concrete •% o a �/ "— Compacted Subgrode cr Aggregote Base 24" Minimum NOTES: INTEGRAL CURB WITH CONCRETE PAVEMENT SHALL BE SIMILAR SHAPE. CURE ALL EXPOSED SURFACES. DAMPEN SUBGRADE BEFORE PLACING CONCRETE. Scale: 112 CITY OF CARMEL. STANDARDS CONCRETE ROLL CURB & GUTTER REVISED FIGURE 10.10 Earth Or Sidewalk Surface ' �• Concrete Curb Or Curb Gutter I Pavement PIPE SHALL BE DOUBLE WALL, SMOOTH INTERIOR, a 4' PERFORATED, HDPE PIPE Min. Min. (HANCOR Hi —Q or EQUAL) PIPE UNDERDRAIN (Typicol Instoilotions) NOTE: PIPE SHALL CONFORM TO REQUIREMENTS OF SECTION 906.17 OF STANDARD SPECIFICATIONS. INSTALLATION REQUIRED: BOTH SIDES OF PAVEMENT WHERE REQUIRED BY THE ENGINEER. Scale: 1'= CITY OF CARMEL STANDARDS SUBSURFACE DRAIN REVISED- : FiGtJR�E . 10 -9 Property Line cJ7 P "J �J OU oU�J O:f e0J � Slope 147 If;. C is for Conduit . W is for Water a�ve7 v0 3 Soil * Backfill Prepared Subgrode Na SCkE , TYPICAL SIDEWALK SECTION 1. Curb to be stamped at all locations where any of the cbove cross under a curb. .,0 a3vo0vof o„i .. ? °oc �� * THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE oC oC o�'Jo'.rt+7e� o37�SQp�d� NOT TO EXCEED C IN DEPTH. REVISED: SUBGRADE OR BASE UNDER ALL CURBS, SIDEWALKS, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 207.02 �j o�Do�'Jo� ar9o�po� ���oQ %o�fo:1lo�DuQ ^.o0 \� I / APPROVED: 3 17--9,5 Eg�!X" 9AI E OC�7C`oCt41�=D � re ate � #'8 Washed A99 9 / o,e� .ao;o o °o� / to vi to o o Shall Not Exceed o aa.o0,o0pro`'v�a�o� 1.25 Times Width �= ►— e� �'Z 1 e��`o �� .: o :, 0,70 Qa� y Sidewalk Built With Driveways Shall Have Minimum Thickness PIPE SHALL BE DOUBLE WALL, SMOOTH INTERIOR, a 4' PERFORATED, HDPE PIPE Min. Min. (HANCOR Hi —Q or EQUAL) PIPE UNDERDRAIN (Typicol Instoilotions) NOTE: PIPE SHALL CONFORM TO REQUIREMENTS OF SECTION 906.17 OF STANDARD SPECIFICATIONS. INSTALLATION REQUIRED: BOTH SIDES OF PAVEMENT WHERE REQUIRED BY THE ENGINEER. Scale: 1'= CITY OF CARMEL STANDARDS SUBSURFACE DRAIN REVISED- : FiGtJR�E . 10 -9 Property Line Back Of Curb )(' -0" Min. SS is for Sanitary Sewer Slope 147 If;. C is for Conduit Graded Lawns W is for Water Min T it : 4" Sidewalk 4" Top Soil * Backfill Prepared Subgrode Na SCkE , TYPICAL SIDEWALK SECTION 1. Curb to be stamped at all locations where any of the cbove cross under a curb. NOT TO SCALE 3. Stamp to be a minimum of 1/2 inch (10mm) deep. * THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE MATERIAL TO THE REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED C IN DEPTH. REVISED: SUBGRADE OR BASE UNDER ALL CURBS, SIDEWALKS, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS. APPROVED: 3 17--9,5 Eg�!X" 9AI E ` en Spacing Between > Transverse Joints > > to vi to o o Shall Not Exceed o 1.25 Times Width �= ►— Tooled Or Sowed Joints a Thickness w • ' . ...• - .' Class "A" Concrete '.:... 4" Minimum Sidewalk Built With Driveways Shall Have Minimum Thickness Of �" Or Thickness Of Drivewoy Which Ever Is Greater. w Q CONCRETE SIDEWALK NOT TO SCALE w CITY OF CARMEL STANDARDS SIDEWALK DETAILS REVISED Q FIGURE 10 -14 3" to �" (75mm TO 1. 00mm) HIGH LETTER TO 8E STAMPED AS FOLLO "NS: S is for Storm Sewer SS is for Sanitary Sewer D is for Subsurface or Base Drain C is for Conduit G is for Gas W is for Water 4 inch (100 mm) Na SCkE , NOTES: 1. Curb to be stamped at all locations where any of the cbove cross under a curb. 2. Letter to be stomped prior to concrete setting up, whenever possible. 3. Stamp to be a minimum of 1/2 inch (10mm) deep. CURB STAMP HAMILTON COUNTY HIGHWAY DEPARTMENT C\2 REVISED: RECOMENDED: STANDAPO PLAN r >r w APPROVED: 3 17--9,5 Eg�!X" 9AI E Adapter Assembly i Min. 6 "x24' Extrude Aluminum V1th Dou Green Reflectorized Per Standard Spec Sec. 912.10 And 4 White Letters With 3 lbs /fL Galvor Channel Sign Pi Standard Specif Sec. 909.14(a) Driven Or Set Compacted 80 CITY OF CARMEL STANDARDS STREET NAME SIGNS REVISED FIGURE 10 =2A �yZ y GENERAL NOTES : (D THESE OMENS -ORS ASE BALD CN A 4 IN. CURB HEIGHT. TFV SHAL PE PROPORTIONALLY ADJUSTED FOR OTHER CURB HEIGHTS. U WIIEPE srrE w-EAs BuTY PpzCLUCEs coNsukc toll TO THE MOTH SHOWN. SUCH "DTH MAY DE DE_Qkf ED TO A MRliMUM OF 3'4'. O THE BOTTOM EDGE OF 11C CURB RAMP SHALL BE FLUSH WTH THE M Of ADJACENT PK"EhT AT OMER LINE O4 LOW.' AREAS Al THE TOP O< OJRB RAMPS SiA:L HAVE MAXLE N CROSS SLOPE OF %.I IN ANY DXCTION. WIN SITE INFEAMLM PRECi M A LMONG SLOPE OF 5a I IN MY VFECTLON, THE WE PERPE MLAR TO THE LURE FACE SHALL NOT EMM 50;1. 9 IF SITE U•C- FASRUTY PRECLUDES CCHSTRUCDCN TO THE WDTH 5H7#1, TF' LANDNG WDTH MAY BE DE7EASED TO r -0' 69NWAJ THE RUN!" SLOPE OF THE CURB RAMP MAY BE STE MO TO A MAYJMUM OF 101 FOR A iWMUM 6 IN. RISE �6 CRANAGEINLETS SHCULD BE LOCATED UPHILL FROM CURB RAMPS TO PREVENT PMES AT THE PATH OF TRAAJ_ �7 ALOMRAX DIFFV04CE IN GRADE B`i11E'..N THE BASE OF CLRB RAMP A.ND THE GUTTER SNAIL BE UVED TO LESS iHo 11% iF TT IS NOT PRACTICAL A Z'—D' WDE LDEL STRIP SHALL BE PROVIDED. SE DETAY. SI(.F!M W z J Q 0 H C.D tr 44' RIGHT OF WAY 1 / ffiJ .)VU— ( ALL PAVING TO BE COMPLETED IN SAME PAVING SEASON) PREPARED SUBGRADE PER INDIANA DEPARTMENT OF TRANSPORTATION SPECS. No. 207 TYPICAL 26 STREET SECTION 2 �01 PIPE SHALL BE DOUBLE WALL, SMOOTH INTERIOR, PERFORATED, HDPE PIPE (HANCOR Hi -Q or EQUAL) TOP OF CURB TRANSVERSE EXPANSION JOINTS BOTTOM OF CURB (BETWEEN STORM STRUCTURES & CURB) PAVEMENT TRANSVERSE CONTRACTION JOINTS (10' MAX. SPACING) CURB JOINT DETAIL 4 *TRANSVERSE CONTRACTION JOINTS C801 MAX. 5' SPACING WITHIN RADIUS OF INTERSECTIONS AND ENTRANCES. :TECTABLE WARNING ELEMENTS SETTING BED — CONCRETE BASE r— 1HTEGRAL CURB Q O v 0 a o" 0 n O v 0 Q O `� 0 Q O ., a C 0 Q O 0 a C) 0 a 0— 0 0 Q O o 0 a O n 0 a o 0 0 a 0 a 0 a 0 a 0 Q o 00 Q O 00 Q a 00 a O O O o O O O o 0 0 Q O a 0 Q O C 0 a O p O Q O o 0 Q O 0 0 e 0 0 0 0 e O 00 a q 0 a� a 0 a 0' 0 O a 0 a o a 0 Q a a 0 a 0 00 a W z J Q 0 2 CD Of x-110 #/SY BIT SURFACE No. 11, 220 # /SY BIT BINDER No. 8, LV 5" #53 STONE ASPHALT PATH SECTION C$o, a• 1/2" PREFORMED JOINT I I FILLER REQUIRED ON 12' MIN. *GREEN SPACE EACH SIDE OF DRIVEWAY 20 MAX. WIDTH MAY VARY RIGHT OF WAY LINE Q 0..4' 8.33% + 52 = 13.33% > 11% LC) r-- 8 ,13 X UAkN1UM 5% M4XAAU►1 M=0141 o-a SQUARE PATiIItll - ''J:':::''.:::: '1:':::' .:'::: 1: :::: I:: :: I:: I:: ::.:': I:•:.:': PROVIDE 2-0' IEV:U STRIP IF ALGEBRAIC DIFFERENCE PROVIDE CURB AS REOUIRED t. t.' t• �• t ..• •• t ..•• •• k'.'.� TRUNCATED DOMES USED ExcEEas 1170 MAY BE MONOUTHiC WITH IN DETECTABLE WARNINGS LEW' SAP' SIDEWALK CHANGE OF GRADE 5' TAPER DETECTABLE WARNING BRICK BRUSHED SAND MIXTURE 1/2" PREFORMED JOINT FILLER r- _ CV scrnNC BED "'STANDARD :d' :;'; ROLL'.:'' a e •'.CI�RB SLCP21 CONCRETE BASE ' 2' 2' 2' PAVFlAENT •3 5' 1 1/2" DEEP CENTERLINE JOINT DETAIL OF RAMP GROOVES 1. CROSS HATCHED AREAS SHALL BE 6" PLAIN CONCRETE. BRICK SURFACE CONSTRUCTION 2. SIDEWALK SHALL BE 6" THICK WITHIN DRIVEWAY LIMITS. sLCE ,z1 #5 EPA' O 1e- 3. SUBGRADE UNDER ALL CURBS, SIDEWALK AND DRIVES SHALL BE COMPACTED IN PAVE?AENT ACCORDANCE WITH SECTION 207.02 OF I.D.O.T. STANDARD SPECIFICATIONS. 4. SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE APPROPRIATE STANDARD AND SHALL BE CONTINUOUS ACROSS THE DRIVEWAY. CCNS'AUCTICN CF CURB IF » SEPERATED FROM RAMP �--,� 5. SIDEWALKS BUILT WITH DRIVEWAYS SHALL HAVE MINIMUM THICKNESS OF 6 _ht OR THICKNESS OF DRIVEWAY, WHICHEVER IS GREATER. 1. 6 ALTERNATE CURB CONSTRUCTION RESIDENTIAL DRIVEWAY DETAIL- HANDICAP RAMP DETAILS K7 c801 Q M�5 Q Z O Q � W 0:: W pOcn im z `� = w WOf vS U Uj C.Do J O p Uj oC) Uj m U > O ° >Ld M ��o Z U _p N U Z W —m O 0 J U Lj C11 W 1. Ln o n J � � Q o :� W N WW E J Ul p Y Lj CC of Q D Ln M Z N W \\��1111111111//�,� CRQ � � \STERN No. 920350. STATE OF (Z\``. �� / /lllllllll�� DATE: 12/13/05 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) n 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 U z C\2 C) z Z z E—+ w ao w � � w Q C2) w Q F U) w 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 inlitial 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. Hounching shall extend to the springline of the pipe. The limit of initial backfill shall be 6- inches above springline of the pipe. Miinimum 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. F[nol 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 I DEPTH MINI (GRANULAR MATERIAL TO � BE USED UNDER ALL PAVED AREAS) 1 SOIL 4 ,f 4 PLACEMENT LijV \\ Z I_ BEDDING I INITIAL BACKFILL AREA O.D. OF PIPE FOUNDATION �12„ (REQUIRED IN UNSTABLE SOIL) 12" STORM SEWER TRENCH 8c PIPE EMBEDMENT DETAIL 8 �12 CARMEL SPRING LINE OF PIPE 1. D. HAUNCHING AREA 6" // BEDDING AREA GRADE - (NEW OR EXISTING) GRADE VARIES /-(NEW OR EXISTING) Tr I — - TYPICAL SWALE SECTION 9 C802 Final Backfill Final bockfilil 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 D +16 D +12 36" AND GREATER D + 24" D + 12" MAX. WIDTH A MIN. WIDTH B (2' -6" MIN.) FINAL BACKFILL NEENAH R -1642 W /SELF SEALING LID (OR EQUAL) FINISH GRADE PRECAST CONC. N xQ 2' -0" DIA. RINGS TAPERED CONE T SECTION o a SEAL COAT ° EXTERIOR OF a MANHOLES ------- - - - - -- - =o Z��af 0 z� 't r-z _jC3 wwt 0� w cwi)a�w� 04 C) a: Go BISMATIC COATING AS MANHOLE STEPS PER SPECIFICATION COMPACTED #8 CRUSHED 4' -0" DIA. STONE SANITARY SEWER TRENCH DETAIL 5 0802 GRADE T. C. 0 24„ . OPENING ao 6 - I I I I I I I I I I I BEEHIVE INLET NEENAH TYPE CASTING No. R -4342 FILL WITH CONCRETE PLAN :. D.....a.... •......'.'.'.'.'.'.'. CAST IN PLACE " " " " "' OR PRECAST °.'.'.'.'.'.' a'.'.'.'.'.'.' #4 ® 12" EA. WAY .. .:. .. : :;. ....::. ' .'�:; A ; .. .... a . A ... ..' . ::4: ---6" MIN. STONE REQUIRED UNDER MANHOLE BASE FOR LEVELING AND SUPPORT 6' -0" DIA. FOR CAST IN PLACE 4' -0" MIN. MANHOLE BASE FOR PRECAST SECTION A- A SANITARY MANHOLE DETAIL � C802 4" MIN RISER RING CAP NOT REQUIRED I FOR BOX STRUCTURE . ♦ •:• Win: a . .• •.a . a ; , a. 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" & Greater 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 6 PIPE UNDERDRAIN 10' ALONG I I EACH DIRECTION FROM CURB I INLETS. SEE DETAIL. I O D � o0 o� O O OO O O O O ROLL CURB & GUTTER NEENAH TYPE CASTING GRADE T. C. i ^� NO. R- 3501 -N Tp:frrp:�� ,- ASPHALT COVER & SEAL * BELL HOLES SHALL BE PROVIDED I I AND THE TRENCH PREPARED SO I I USE 6" SEWER PIPE UNLESS THAT THE BOTTOM IS PROPERLY OTHERWISE SPECIFIED SUPPORTED THROUGHOUT ITS I LENGTH. I I I I I I APPROX 90'-\ I I I I 24„ a .::...:: OPENING o0 CAP NOT REQUIRED FOR BOX STRUCTURE I I 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'x2'Box No 18" to 24" 0 - 3' 2' -6" x 2' -6" Box No All Pipes 3' & Deeper Manhole Yes 24" & Greater 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- K"7� �12 LONG RADIUS CURVE — — — — DIAMETER AS - -- - - -� L— - - - - - -- — SPECIFIED ON PLANS *SEAL MUST BE ABLE TO PASS AIR PRESSURE TESTS REQUIRED FOR SEWER MAIN WYE & LATERAL. CAPPING DETAIL 2 �11 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 NG RADIUS SECTION A —A CONCRETE ENCASEMENT DIAMETER AS SPECIFIED ON PLAN OR SCHEDULE PLAN VIEW CONNECTION TO MAIN SEWER No. 53 STONE BOTTOM OF TRENCH Perspective View -earth cut away �\ \ ® To be used when clear distance between pipes is 18" or less, or where noted on the drawings. STONE CRADLE 4 �11 Cn z CD Cn w o' TERFo N0. 920350 � STATE OF 0 - -- - NAt DATE: 11/01/05 !S DRAWING AND THE IDEA6, DESIGNS AND CON I VE 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 Geotechn ical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering Z..a CQ a C) zQ Q Z Zw �_ o F� Q � w Q 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 frost 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 �oca� roads, streets and dwd ,',n s because of seosonoa 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 SIGN TO INDICATE THE RUN OFF LOCATION OF THE CONCRETE WASHOUT AREA BERM AROUND PERIMETER 12" COMPACTED EMBANKMENT MATERIAL TYP. 2' -0" MIN 15'x15' MIN OR AS REQUIRED TO CONTAIN WASTE CONCRETE Br Br MMA CrA IT M Scale 1`9 = 500' CURB INLET CURB INLET SEDIMENT BARRIER NO SCALE 12" MIN GROUND SURFACE 7/7�>-x (- -_ 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. T THE END OF CONSTRUCTION ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED /loo, 3 SEEDING If � �40_ I fill= "-6" MIN. TURN DOWN 4. A / OF AT AN APPROVED WASTE SITE. " / II EROSION CONTROL BLANKET NORTH AMERICAN GREEN 5. WHEN THE CONCRETE WASHOUT AREA IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE INSPECTOR. /,,, S -75 OR EQUAL) / - EXISTING GRADE CONCRETE WASHOUT DETAIL CROSSBARS / \ /-BEEHIVE DRA GENCOV RR -_� 24" W W LATHS SILT FENCE MATERIAL ��� SILT FENCE EXTENDS 6" BELOW FINISHED GRADE `W' NOTE: 1. SEE SILT FENCE DETAIL FOR MATERIAL SPECIFICATIONS. 2. SILT FENCE SHALL BE F ,REASSEMBLED BY SUPPLIER. IKII �_T DQr)TF7PT10K1 - CI1 T FTKIPP' EROSION CONTROL MATTING DETAIL SILT FENCE x X 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 Fabric Weight ............................ ............................... 4 oz /syd PRIOR TO CLEARING AND GRADING SILT FENCE WEEKLY, AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING EXISTING INLET PROTECTION WEEKLY, AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING 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 W Q 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 ARF STABILIZED REMOVAL OF SILT FENCE N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED 0. 0 ° • o \ 0.0 0 .000.0 000.0°°. O °0.O °0.O° PUBLIC ROAD ° °' ° ° °' ° °°'° °' ° °°'° °°'° °°' 50' (MIN) .0 .0-0 00.0 00.0 .0.0 \ 0.000.0 °0.0°0.0°0 • 0 0 00 00 ° 00 0 00 • 0 00 • 0 00 • 0 °0 • o °O • ° 00 • p ° 000-000.0,0.000.000.000.000-00 °° ° ° ° ° ° ° ° ° • o O o O. 0 O 0 0 o O o O o O. 0 0.0 °0.0 °0.0°0.0 °0.0 °0.° °0.0 °0.° °0.0° \ 0,000,000,000,000,000, 0a0,000,000. 000, 0° O.0 °O.0 ° °• °O0 °0.0 °O.0 °0.0° .0 °O,0 °0.0 °0.0° 0 00 0 0 0 o a o ° 0•o °0.e °o.o o•e . 0 0• o O. O• o O• o O. 0 0• o •o °°.o °o.e °°. °o.o °O vo o °0.0° .0 °0.0 °0.0 °0.0 °0.0° .0 ' a.o °o• o• °o. 000, 00.000.000-000.0"0.00 ° ° o . ° o. °° ° o. e o o .0 0 0, 0 0 0, 0 , 0 , 0 , 0° °° . °° , 100 ° 0 D 00 ° 00 ,° 00 , ° 00 0° o. °,0 COO-000-000-0,0-000.000.0. o° °o o° 0 0, 0 ° 0, 0 0 0, 0 0 0, 0 0 0, 0 0 0, 0 0 a po 000-000 000-000-000-000.0, °.0,e O D 0.0 °0.° °0.0 °0.0° •° , ° 0. 0 0 0. 0 ° 0, 0 0 0, 0° 00 ..0...0...0...0 0 6" (MIN) o °°•° 0 °0 0 °0• ° °0• °o °o•e °.e o °o. ° °o. o 0000 12' (MIN) 2 " -3" COARSE AGGREGATE GEOTEXTILE FABRIC TO STABILIZE FOUNDATION (ESPECIALLY IMPORTANT WHERE WETNESS IS ANTICIPATED) -rr- L A M S r°% A r-% i t-% 1'%► It n -r°r-% I I I -r1 n. I ENTRANCE DETAIL A B C 1 1/2' 1 3' 1 1 /2' 3' N ...'.'.'..'......'. X::;:;::;:: 1 STAPLE PER SQ. YD. 1 -1/2 STAPLES PER SQ. YD. 2 STAPLES PER SO. YD. GENERAL STAPLE RECOMMENDATIONS ADDITIONAL STAPLES AS 300 275 250 225 200 SLOPE 175 LENGTH 150 (FT.) 125 100 75 50 25 n KLQUIKLU DUE IU UEPIH OF KUW. B'. C x A .. x CHANNEL LININGS UTILIZE STAPLE PATTERN "C' 4:1 3:1 2:1 1:1 WITH ADDITIONAL STAPLES ON SIDE SLOPES AT CHANNEL PROJECTED WATER LINE SLOPE GRADIENT LINING 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 o STRETCHED BUT ALLOWED TO LAY3�_ LOOSELY ON THE SOIL SURFACE TO ACHIEVE MAXIMUM BLANKET TO SOIL CONTACT. ROLL BLANKETS OUT IN DIREC11ON r ' _ nc WA= ri nw 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 BACKFlLLED AND SEEDED. 2 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 - 6' IN A 'SHINGLE EFFECT. r; PREPARA11ON 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 r' 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. MULCHING REQUIRED WHEN ACTUAL CONDTIONS HAMPER THE Fabric Weight ............................ ............................... 4 oz /syd Grab Strength ........................... ............................... Warp 125 lbs. Elongation................................. ............................... Warp 50 Trapezoidal Tear Strength ........ ............................... 50 lbs. Burst Strength .......................... ............................... 200 psi UVResistance ........................... ............................... > 70 A. 0. S .......................................... ............................... 50 -80 Slurry Flow Rate ....................... ............................... 225 gpm /sq. ft Sediment Retention .................. ............................... 75 Silt Fence Matf -' Fence Post Fence Post Should be Buried 1' Below Ground Surface /-Stakes @ 5' O.C. Ground Surface ,ice Material Should be Buried 6" Below Ground Surface. SILT FENCE DETAIL N TS Temporary Seeding and Stablization Dates Jan I Feb I Mar I Apr I May I Jun I Jul Aug Sep Oct Nov Dec Wheat or Rye Oats Annual Ryegrass Permanent Seeding Date 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 pou-ids 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 Inoculatt. DROP INLET PROTECTION REAR YARD DRAINAGE swaLE °° INDIVIDUAL LOT EROSION CONTROL 0O PLAN LEGEND PERIMETER PROTECTION: SILT FENCE 0 o e e o 0 o g PROPERTY LINE/ e DRAINAGE SWALE DROP INLET USTOMCKPILEE PROTECTION e SILT FENCE SUBSOIL FINISHED DRAINAGE STOCKPILE SOIL SALVAGE AND ° UTILIZATION ° -- EXISTING DRAINAGE ° O P TREE CONSERVATION PERMANENT SEEDING CURB INLET PS o PROTECTION AREA TO BE TOPSOILED, _-.- SM)ED AND MULCHED BY OWNER AT COMPLETION GRAVEL ENTRANCE/ OF CONSTRUCTION (TYPJ• EXIT PAD �J PROVISIONS FOR EROSION AND SEDIMENT CONTROL ON INDIVIDUAL BUILDING LOTS: ° PS 1. The individual lot operator, whether owning the property or acting as the agent of HOUSE the property owner, shall be responsible for erosion and sediment control requirements associated with activities on individual lots. GARAGE 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" SIDE YARD thick and a minimum of 12' wide. Top dress as needed. This shall be utilized for DRAINAGE swALE 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, o mud or debris into the storm sewer system. 4. Installation and maintenance of appropriate perimeter erosion and sediment control Ps 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 1,_� droinage easement. The silt fence shall be maintained until permanent vegetation _ (grass) is established. a 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. ' I 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 CONCRETE SIDEWALK redistributed or disposed of in a manner that is in compliance with all applicable statutes and rules. 0 0 o e o e 7. Adjacent lots disturbed by an individual lot operator must be repaired and stabilized with temporary or permanent surface stabilization. EbSTING CURB & GUTTER PERIMETER PROTECTION: SILT FENCE 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 14,-CURB INLET PROTECTION STREET until a lawn 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 SAMPLE EROSION /SEDIMENT CONTROL PRACTICE PLAN FOR A TYPICAL b. Has installed appropriate erosion and sediment control measures for an individual lot prior to occupation of the home by the homeowner and has ONE- OR TYCO - FAMILY DWEWNG UNDER CONSTRUCTION informed the homeowner of the requirement for, and benefits of, final scALE: NONE stabilization. z CD U w \\��11111111i//7Z7/ `\c���J CR0s�'''% �• G�STER �.5 oe N0. 920350 ?0 STATE OF %O��` AND I AN . - .. ��Z,`, SS/4NAL x//111111111" DATE: 11/01/05 „ THIS DRAWING AND THE IDEAL, 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)1. • 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 Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering Irrigation needed during this period. To control erosion at times other than in the shaded areas, use mulch. * Late summer seeding dates may be extended 5 days 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 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 pou-ids 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 Inoculatt. DROP INLET PROTECTION REAR YARD DRAINAGE swaLE °° INDIVIDUAL LOT EROSION CONTROL 0O PLAN LEGEND PERIMETER PROTECTION: SILT FENCE 0 o e e o 0 o g PROPERTY LINE/ e DRAINAGE SWALE DROP INLET USTOMCKPILEE PROTECTION e SILT FENCE SUBSOIL FINISHED DRAINAGE STOCKPILE SOIL SALVAGE AND ° UTILIZATION ° -- EXISTING DRAINAGE ° O P TREE CONSERVATION PERMANENT SEEDING CURB INLET PS o PROTECTION AREA TO BE TOPSOILED, _-.- SM)ED AND MULCHED BY OWNER AT COMPLETION GRAVEL ENTRANCE/ OF CONSTRUCTION (TYPJ• EXIT PAD �J PROVISIONS FOR EROSION AND SEDIMENT CONTROL ON INDIVIDUAL BUILDING LOTS: ° PS 1. The individual lot operator, whether owning the property or acting as the agent of HOUSE the property owner, shall be responsible for erosion and sediment control requirements associated with activities on individual lots. GARAGE 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" SIDE YARD thick and a minimum of 12' wide. Top dress as needed. This shall be utilized for DRAINAGE swALE 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, o mud or debris into the storm sewer system. 4. Installation and maintenance of appropriate perimeter erosion and sediment control Ps 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 1,_� droinage easement. The silt fence shall be maintained until permanent vegetation _ (grass) is established. a 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. ' I 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 CONCRETE SIDEWALK redistributed or disposed of in a manner that is in compliance with all applicable statutes and rules. 0 0 o e o e 7. Adjacent lots disturbed by an individual lot operator must be repaired and stabilized with temporary or permanent surface stabilization. EbSTING CURB & GUTTER PERIMETER PROTECTION: SILT FENCE 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 14,-CURB INLET PROTECTION STREET until a lawn 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 SAMPLE EROSION /SEDIMENT CONTROL PRACTICE PLAN FOR A TYPICAL b. Has installed appropriate erosion and sediment control measures for an individual lot prior to occupation of the home by the homeowner and has ONE- OR TYCO - FAMILY DWEWNG UNDER CONSTRUCTION informed the homeowner of the requirement for, and benefits of, final scALE: NONE stabilization. z CD U w \\��11111111i//7Z7/ `\c���J CR0s�'''% �• G�STER �.5 oe N0. 920350 ?0 STATE OF %O��` AND I AN . - .. ��Z,`, SS/4NAL x//111111111" DATE: 11/01/05 „ THIS DRAWING AND THE IDEAL, 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)1. • 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 Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering U P O W z F-� E­i W a W V 1 v l W Q w Q W Certification Signature: _ I . I vi z O V) > \\```` ; ?, I C1RO //''' ,; , �''% 4e - - '* " �. *' N o. ° '_ Z . _ 920350. , STATE OF �` ////,.. ONAL E ���� ���, 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) 1. 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 Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering I I PROD 11/01/05 Alert Procedures for Spills: ADDITIONAL STORMWATER POLLUTION PREVEN11ON CHECKED BY. DRP JCC STORMWATER POLLUTION PREVENTION PLAN INDEX STORMWATER POLLUTION 1. Any personnel observing a spill will immediately instigate the following MEASURES Implementation Sediment Basin I (C C`_:'�) (0 Q procedure: a.) Dialing "0" from any telephone. VEHICLE & EQUIPMENT MAINTENANCE The following steps will help keep a clean site and reduce stormwater pollution: Description: NI Al A2 Plan Index provided below 11 "x17" Plat denoting lot numbers, boundaries and streets is provided separately. eJ b.) Notify the appropriate emergency personnel, 2. The Emergency Coordinator will then take the following actions: Description and Purpose Select designated waste collection areas onsite. A t A sediment basin is a temporary basin with a controlled release structure that is formed excavation or construction of an embankment t detain sediment -laden runoff and F-I! A3 A4 Project Type: 11 lot single family subdivision. Vicinity Map: Denoted on Sheet C100 Latitude 39'59' 30 "N, Longitude 86'04' 30 "E ::4 a C:) a a.) Barricade the area allowing no vehicles to enter or leave the spill zone, Prevent or reduce the contaminatiion of stormwater resulting from vehicle and equipment "dry Inform trash - hauling contractors that you will accept only watertight dumpsters for onsite allow sediment to settle out before discharging. Sediment basins are generally larger than Sediment Traps. R� A5 Legal Description of Project Site: See attached Secondary Plat and N01 Letter. � b.) Notify the Indiana Department of Environmental Management, maintenance by running a 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 use. Appropriate Applications: A6 A7 Location of all lots and proposed site improvements: See sheet C101. 14 Digit Hydrologic Unit Code: 05120201090020 Office of Emergency Response by calling the appropriate telephone number: performed in designated areas only, while providing cover for materials stored outside, Inspect dumpsters for leaks and repair any dumpster that is not watertight. Effective for the removal of gravel, sand, silt, some metals that settle out with the A8 State or Federal water quality permits: None Office 317- 233 -7745 checking for leaks and spills, and containing and cleaning up spills immediately. Provide an adequate number of Containers with lids or covers that can be I q placed over the sediment, and trash. A9 Specific points where stormwater discharge will leave the site: The majority of Toll Free 800 - 233 -7745 Suitable Applications container to keep rain out or to prevent loss of wastes when it is windy. Imlementation: stormwater runoff from the site is directed to Lake #1 before discharging Also the National Response Center at 800- 424 -8802 Excavation and construction of related facilities is required. A10 to The Ashton Subdivision. See Site Development Plan Sheet C101. Location of all wetlands, lakes &water courses on and adjacent to site: None and provide the following information: -Time of observation of These procedures are suitable on gall construction projects where an onsite yard area is Plan for additional containers and more frequent pickup during the demolition phase of construction. Temporary sediment basins must be fenced if safety is a concern. 411 Receiving Waters: Mitchener Ditch the spill necessary for storage and maintenance of heavy equipment and vehicles. 412 Identification of potential discharges to groundwater: None known - Location of the spill Limitations Collect site trash daily, especially during rainy and windy conditions. Outlet protection is required to prevent erosion at the outfall location. A13 100 Year Floodplains, Floodways and Flood Fringes: None - Identity of material spilled Maintenance: A14 Pre- Construction and Post Construction Peak Discharge: 10 year Pre - Construction Peak Discharge = 37.03 CFS South. - Probable source of the spill - Probable time of the spill Onsite vehicle and equipment maintenance should only be used where it is impractical to Remove this solid waste promptly since erosion and sediment control devices tend to P P Y Maintenance is required for safety fencing, vegetation, embankment inlet and outfall q Y 9. 9 100 Post Construction Peak Discharge = 11.48 CFS South. - Volume of the spill and duration send vehicles and equipment offsite for maintenance and repair. Sending vehicles /equipment collect litter. structures, as well as other features. A15 - Adjacent Land Use See Stormwater Pollution Prevention Plan - Sheet C102 for more - Present and anticipated movement of the spill - Weather conditions offsite should be done in conjunction with a Stabilized Construction Entrance /Exit. Outdoor vehicle or equipment maintenance is a potentially significant source of stormwater Make sure that toxic liquid wastes (used oils, solvents, and paints) and chemicals (acids, Removal of sediment is required when the storage volume is reduced by one -half. information): North: Residential - Personnel at the scene pollution. Activities that can contaminate stormwater include engine repair and service, changing or pesticides, additives, curing compounds) are not disposed of in dumpsters designated for Sediment Trap South: Residential - Action initiated by personnel replacement of fluids, and outdoor equipment storage and parking (fluid leaks). construction debris. East: Residential West: Residential C.) Notify the Carmel Fire Department Phone: 9 -1 -1 d. Notify the Carmel Police Department Phone: 9 -1 -1 ) y P Implementation Do not hose out dun steps on the construction site. Leave dun ster cleaning to the trash P p g Description: A sediment trap is a temporary basin formed by excavation and /or construction of an A16 - Locations and approximate boundaries of all disturbed areas: See Sheet C102 for locations: e.) Notify waste recovery contractor, maintenance personnel or other contractual personnel as necessary for cleanup, If maintenance must occur onsite, use designated areas located away from drainage 9 y hauling contractor. 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 At7 Identification of existing vegetative cover: See Stormwater Pollution Prevention Plan - f. Coordinate and monitor cleanup ) p until the situation has been courses. Dedicated maintenance areas should be protected from stormwater runon and Arrange for regular waste collection before containers overflow. 9 g smaller than Sediment Basins. Sheet C102. stabilized and all spills have been eliminated. runoff, and should be located at least 50 ft from downstream drainage facilities and watercourses. Clean up immediately if a container does spill. Appropriate Applications: A18 Soils Map including descriptions and limitations: See sheet C803 for soils map, description g.) Cooperate with the IDEM -OER on procedures and reports involved Effective for the removal of large and medium sized particles (sand and gravel) and some A19 and limitations. Locations, size and dimensions of proposed stormwater systems: See Site Development Plan with the event. Cleanup Parameters: Drip pans or absorbent ads should be used Burin vehicle and equipment ment maintenance p P P g q P Make sure that construction waste is collected, removed, and disposed of only at authorized disposal areas, metals that settle out with the sediment. - Sheet C101 for ro osed storm sewers tem. proposed Ys 1. The Developer Homeowners Association shall be continual) kept informed, maintain lists P / Y P work that involves fluids, unless the maintenance work is performed over an impermeable surface in a dedicated maintenance area. Implementation: A20 Locations, size and dimensions of any proposed off -site construction activities associated of qualified contractors and available Vac- trucks, tank pumpers and other equipment Collection, Storage, and Disposal Excavation and construction of related facilities is required. A21 with his project: (None) Locations of Soil Stockpiles: None required. 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. Place a stockpile of spill cleanup nnoterials where it will be readily accessible. Littering on the project site should be prohibited. Trap inlets should be located to maximize the travel distance to the trap outlet. A22 - Ex'std�g s',te tof%.,Vaph }r See Site rDeaslgv„ent Play? Sheet 0101 far exists g site topography. 2. ,41 maintenance Persona ^) wB 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 All fueling trucks and fueling areas are required to have spill kits and /or use other spill devices. To prevent clogging of the storm drainage system, litter and debris removal from drainage Use rock or vegetation to protect the trap outlets against erosion. A23 Proposed final topography. See Site Development Plan Sheet C101 for proposed site grading kept abreast of current developments or new information on the prevention of spills protection grates, trash racks, and ditch lines should be a priority. Maintenance: 131 and drainage patterns. Description of potential pollutants sources associated with the construction activities: Silt and / or necessary alterations to this plan. 3. When spills occur which could endanger human life and this becomes primary concern, the Use adsorbent materials on small spills. Remove the absorbent materials promptly and dispose of properly. Trash receptacles should be provided in the contractor's yard, field trailer areas, and at Maintenance is required for vegetation, embankment, inlet and outfall structures, as well as other features, and sediment from exposed soils, leaves, mulch, vehicular sources such as leaking fuel discharge of the life saving protection function will be carried out by the local police locations where workers congregate for lunch and break periods. or oil, brake fluid, brake dust, trash, debris, biological agents found in trash, fertilizers, herbicides, pesticides, acid rain, lime dust and concrete washout. and fire departments. 4. Absorbent materials, which are used in cleaning up spilled materials, will be disposed of in Inspect onsite vehicles and equipment daily at startup for leaks, and repair immediately. Litter from work areas within the construction limits of the project site should be collected Removal of sediment is required when the storage volume is reduced by one - third. 82 Sequencing of stormwater quality implementation relative to land disturbance activities: See Construction Sequencing for Stormwater Prevention notes on sheet C102. a manner subject to the approval of the Indiana Department of Environmental Management. 9 Keep vehicles and equipment clean; do not allow excessive build -up of oil and grease. and laced in watertight dumpsters at least weekly, regardless of whether the litter was by he 63 pollution Stable construction entrance locations) and specifications. See Stormwater Pollution 5. Flushing of spilled material with water will not be permitted unless so authorized by the Segregate and recycle wastes, such as greases, used oil or oil filters, antifreeze, cleaning generated contractor, the public, or others. Collected litter and debris should not be placed in or next to drain inlets, stormwater drainage systems, or watercourses. Gravies Bag Filter Prevention Plan Sheet C102 for location and Sheet C803 for construction entrance details and specifications. 614 Indiana Department of Environmental Management. P g Monitoring and maintenance guidelines for pollution prevention measures: g g P P solutions, automotive batteries, hydraulic and transmission fluids. Provide secondary Y Dumpsters of sufficient size and number should be to contain the solid 04 Sediment control measures for sheet flow areas: See Stormwater Pollution Prevention - Straw Bale Dam Maintenance Requirements an containment d covers for these materials if stored onsite. provided waste generated by the project. Description: A gravity bag filter, also referred to as a dewatering bag, is a square or rectangular bag Plan Sheet C102 for locations of sediment control measures and Sheet C803 construction details and specifications. 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 P q 9 . 9 Train employees and subcontractors in proper maintenance and spill cleanup procedures. Full dumpsters should be removed from the project site and the contents should be disposed made of non -woven geotextile fabric that collects sand, silt, and fines. B5 Sediment control measures for concentrated flow areas: See Stormwater Pollution Prevention Plan Sheet C102 for locations of sediment control measures and Sheet C803 not to undermine the entrenched bales. 2. Inspect periodically for deterioration or damage from construction activities and repair P P Y 9 P Drip pans or plastic sheeting should be placed under all vehicles and equipment placed on of by the trash hauling contractor. Appropriate Applications: Effective for the removal of sediments (gravel, sand, and silt). Some metals ore removed construction details and specifications. immediately. 3. After the contributing drainage area has been stabilized, remove all straw bales and docks, barges, or other structures over water bodies when the vehicle or equipment is planned to be idle for more than 1 hour. Construction debris and waste should be removed from the site biweekly or more frequently with the sediment. 86 Storm sewer inlet protection measures, locations and specifications: See Stormwater as needed. Pollution Prevention Plan Sheet C102 for locations of inlet protection measures and Sheet C804 construction details and specifications. sediment deposits, bring the disturbed area to grade and stabilize it. Silt Fence Maintenance Requirements Properly dispose of used oils, fluids„ lubricants, and spill cleanup materiels. Construction material visible to the public should be stored or stacked in an orderly manner. Implementation: Water is pumped into one side of the bag and seeps through the bottom and sides of the 67 Runoff control measures: See Stormwater Pollution Prevention Plan Sheet C102 for locations of runoff control measures and Sheet f 903 construction details and specifications. 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 Do not place used oil in a dumpster or pour into a storm drain or watercourse. Stormwater runon should be prevented from contacting stored solid waste through the use bag. 88 Stormwater outlet protection specificatic .s: See Stormwater Pollution Prevention Plan Sheet C102 for locations of stormwater outlet control measures and Sheet C803 construction the affected portion immediately. 3. Remove deposited sediment when it reaches half the height of the fence at its lowest Properly dispose of or recycle used batteries. of berms, dikes, or other temporary diversion structures or through the use of measures to elevate waste from site surfaces. A secondary barrier, such as a rack filter bed or straw /hay bale barrier, is laced beneath y P and beyond the edges of the bag to capture sediments that escape the bag. 69 details and specifications. Grade stabilization structure locations and specifications: See Stormwater Pollution point or is causing the fabric to bulge. 4. Take care to avoid undermining the fence during cleanout. 5. After the contributing drainage area has been stabilized, remove the fence and sediment Do not bury used tires. Solid waste storage areas should be located at least 50 ft from drainage facilities and Maintenance: Inspection of the flow conditions, bag condition, bag capacity, and the secondary barrier is Prevention Plan Sheet C102 for locations of grade stabilization control measures and Sheet C804 construction details and specifications. deposits, bring the disturbed area to grade and stabilize it. Repair leaks of fluids and oil immediately. watercourses and should not be located in areas prone to flooding or ponding. required. B10 Location, dimer,sions, specifications and construction details of each stormwater quality measure: See Stormwater Pollution Prevention Plan Sheet C102 for locations of various Temporary Sediment Trap Maintenance Requirements 1. Inspect temporary sediment traps after each storm event and immediately repair any Listed below is further information if you must perform vehicle or equipment Y P Inspection and Maintenance Replace p ce the bag when it no longer filters sediment or passes water at a reasonable rate. The bag is disposed of offsite. stormwater quality measures and Sheet C803 construction details and specifications. erosion and p holes piping . 2. Remove sediment when it has accumulated to one -half the design p. depth, n de maintenance onsite. Inspect and verify that activity -based BMPs are in place prior to the commencement of B11 Temporary surface stabilization methods appropriate for each season: See Stormwater 3. Replace spillway gravel facing when clogged. Ins ection and Maintenance P associated activities. While activities associated with the BMP are under way, inspect weekly Pollution Prevention Plan Sheet C102 for locations of temporary surface stabilization 4. Inspect vegetation and re -seed if necessary. to verify continued BMP implementation. 812 measures and Sheet C804 construction details ands specifications. P Permanent surface stabilization specifications: See Stormwater Pollution Prevention Plan 5. Check the spillway depth periodically to insure o minimum of 1.5 ft depth from the l lowest point of the settled embankment to highest point of the spillway crest Inspect and verify that BMPs are in place prior to the commencement of associated activities. While activities associated with the TEMP are under wa P weekly y, inspect week) to verify continued BMP Inspect BMPs subject to non - stormwater discharge daily while non - stormwater discharges Sheet C102 for locations of permanent surface stabilization measures and Sheet C803 construction details and specifications. and fill any low areas t maintain desired elevation. implementation. occur 6. Promptly replace any displaced rip -rap, being careful that no stones in the spillway are above design grade. Kee ample supplies of spill cleanup materials onsite. P P PP P P Inspect construction waste area regularly. B13 Material handling and spill prevention plan: Purpose: 7. After all disturbed areas have been stabilized, remove the structure and sediment, smooth the site to blend with adjoining areas and stabilize it. Maintain waste fluid containers in leak roof condition. P Arrange for regular waste collection. The intention of this Spill Prevention, Control and Countermeasures (SPCC) is to Sandbag Curb Inlet Barrier Maintenance Requirements establish the procedures and equipment required to prevent the discharge of oil 1. Inspect frequently for damage by vehicular traffic and repair if necessary. Vehicles and equipment should be inspected on each day of use. Leaks should be repaired and hazardous substances in quantities that violate applicable water quality 2. Inspect after each storm event. immediately or the problem vehicle(s) or equipment should be removed from the project site. 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 3. Remove sediment, without flushing, when it reaches half the height of the barrier. CONCRETE WASHOUT surface of the water or adjoining shorelines. The Plan also establishes the activities 4. Deposit removed sediment where it will not enter storm sewer drains. Block and Grovel Curb Inlet Protection Maintenance Requirements Inspect equipment for damaged hoses and leaky gaskets routinely. Repair or replace as needed. required to mitigate such discharges (i.e., countermeasures) should they occur. 1. After each storm event remove the sediment and replace the grovel, replace the The following steps will help reduce stormwater pollution from concrete wastes: Definitions: Pollutant: means pollutant of any kind or in any form, including but not limited geotextile fabric if used. 2. Periodically remove sediment and tracked -on soil from the street, without flushing, to VEHICLE AND EQUIPMENT FUELING Discuss the concrete management techniques described in this BMP (such as handling of to sediment, paint, cleaning agents, concrete washout, pesticides, nutrients, trash, reduce the sediment load on the curb inlet protection. Description Purpose concrete waste and washout) with the ready -mix concrete supplier before any deliveries are hydraulic fluids, fuel, oil, petroleum, fuel oil, sludge, oil refuse, and oil mixed 3. Inspect periodically for damage and repair. Keep grates free of debris. and made. with wastes other than dredged soil. Discharge 4. After the contributing drainage area has been stabilized, remove the gravel, wire mesh, geotextile fabric and sediment deposits and dispose of them property. Vehicle equipment fueling procedures and practices are designed to prevent fuel spills and Incorporate requirements for concrete waste management into material supplier and 9 PP Includes but is not limited to, any spilling, leaking, pumping, pouring, emitting, Erosion Control Blanket (Surface Aplllieii) Maintenance Requirements leaks, and reduce or eliminate contamination of stormwater. This can be accomplished by subcontractor agreements. emptying, or dumping. 1. During vegetative establishment, inspect after each storm event for any erosion below using offsite facilities, fueling in designated areas only, enclosing or covering stored fuel, Navigable Waters: the blanket. implementing spill controls, and training employees and subcontractors in proper fueling Store dry and wet materials under cover, away from drainage areas. Means all waters of the United States that are connected with a navigable stream, 2. If any area(s) shows erosion, pull back that portion of the blanket covering it, re- procedures, lake, or sea. [Note: This definition is usually interpreted to mean any seed the area and relay and staple the blanket. Avoid mixing excess amounts of fresh concrete. wastewater (even normally dry wash or storm sewer) that eventually drains into a 3. After vegetative establishment, check the treated area periodically. Limitations navigable stream]. Temporary Gravel Construction Entrance Maintenance Requirements Perform washout of concrete trucks offsite or in designated areas only. Plan Review and 1. Inspect entrance pad and sediment disposal area weekly and after storm events or Onsite vehicle and equipment fueling should only be used where it is impractical to send n shall be This Plan shall be reviewed and /or amended, if necessary, whenever there is a heavy use. vehicles and equipment offsite for fueling. Sending vehicles and equipment offsite should Do not wash out concrete trucks into storm drains, open ditches, streets, or streams. change in the design of the site, construction, operation, or maintenance which 9 9 P 2. Reshape as needed for drainage and runoff control. P g be done in conjunction with a Stabilized Construction Entrance/ Exit. EVALUATION FOR CONSTRUCTION PROJECTS materially affects the site's potential for the discharge of regulated material. 3. Topdress with clean stone as needed. Implementation Do not allow excess concrete to be dumped onsite, except in designated areas. A trained individual shall perform a written evaluation of the project Site. Prediction of Potential Spills: 1. Nearest Navigable Water. Mitchener Ditch 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 o sediment For onsite washout: a. B the end of the next business day following each rainfall that exceeds 0.5" By Y 9 Drainage System: The site sheet drains to south and east through trap or basin, Use offsite fueling stations as much as possible. These businesses are better equipped to 9 P - Locate washout area at least 50 feet from storm drains, open ditches, r P a b. A minimum of one (1) time per week Mitchener Ditch to White River. 5. Repair any broken road pavement immediately, handle fuel and spills properly. Performing this work offsite can also be economical by water bodies. 3. Possible Spill Sources (During and post construction): Vehicular sources such as leaking 615 - Erosion & sediment control specifications for individual building lots: See Sheet C803 for Construction details and s l specifications for erosion & sediment cont pro on individual di id building l b eliminating the need for a separate fueling area at a site. - Do not allow runoff from this area by constructing a temporary pit or bermed area large enough for liquid and solid waste. Project Name: Grandin Hall Section 2 fuel or oil, brake fluid, grease, antifreeze; construction trash and debris, biological agents found in trash and debris, fertilizers, household items including lots. " Discourage topping -off" of fuel tanks. - Wash out wastes into the temporary it where the concrete can set P Y P , but not limited to cleaning agents, chemicals, paint, herbicides and pesticides. C1 Description of pollutants and their sources associated with the proposed land use: Silt and from leaves, leaking Absorbent be broken up, and then disposed properly. Name of Trained Individual: Date Of Inspection: P 4. Groundwater Contamination: sediment exposed soils, mulch, vehicular sources such as fuel or oil, brake fluid, brake dust, antifreeze, metals, rubber fragments, road salts and spill cleanup materials and spill kits should be available in fueling areas and on fueling trucks and be disposed Avoid creating runoff by draining water to a bermed or level area when Is this Evaluation followin a rainfall Yes NO If es, date the rain stopped: The facility maintains NO above ground or under ground storage tanks at this site. grease, grit, 9 g 9 should of properly after use. 9 � P P P Y washing concrete to remove fine articles and expose the aggregate. 9 P p Inches Therefore, it is felt that there is little or no possibility of post construction sands, construction trash and debris, fertilizers, household items including but not limited - Do not wash sweepings from exposed aggregate concrete into the street N0. PROBLEM or CONCERN YES I NO N A groundwater contamination. The facility does have city sanitary sewer and city to cleaning agents, chemicals, paint, miscellaneous home improvement materials, toys, Drip pans or absorbent pads should be used during vehicle and equipment fueling, unless or storm drain. Collect and return sweepings to aggregate base stockpile 1. Is the site information posted at the entrance? water. clothing and animal waste, elevated storm runoff temperatures, acid rain, pesticides and pathogens. the fueling is performed over an impermeable surface in a dedicated fueling area. or dispose in the trash. 2. Are all necessary permits attained and special provisions being implemented? C2 Sequence describing stormwater quality measure implementation: Use absorbent materials on small spills. Do not hose down or bury the spill. Remove the 3. Is a construction entrance installed? Is it effective? Is it enough 1. Inspect and maintain all erosion control measures as detailed in the Stormwater adsorbent materials promptly and dispose of properly. 4. Public and private streets are clean? Pollution Prevention Measures Maintenance Requirements beginning immediately after installation and continuing until vegetation has been sufficiently established and all Avoid mobile fueling of mobile construction equipment around the site; rather, transport DEWATERING AND PUMPING OPERATIONS 5. Are appropriate practices installed where stormwater leaves the site? construction activity is complete. the equipment to designated fueling areas. 6, Silt fence IS entrenched Into the round? 2. Remove all individual inlet protection and straw bale dams, silt fences, etc. only after Description and Purpose 7. Silt fence is upright? Fabric and stakes meetspecifications? Fabric is not to torn? 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. Train employees and subcontractors in proper fueling and cleanup procedures. Dewatering operations are practices that manage the discharge of pollutants when non - stormwater Terminated to higher round? Property joined at ends? 3. Inspection and maintenance of all common areas and infrastructure improvements is the Dedicated fueling areas should be protected from stormwater runon and runoff, and should be and accumulated precipitation must be removed from a work location so that construction work may 8. Sediment basins and traps are installed according to the Ian? The pipe Or rock spillway is functional? responsibility of the owner /developer or his designee until improvements are accepted for located at least 50 ft away from downstream drainage facilities and watercourses. Fueling Y g g be accomplished. 9. The earthwork for erosion and sediment control practices is roper) graded, seeded and/or mulched? maintenance by homeowners association or local agencies. Inspection and maintenance must be performed on level -grade areas. Suitable Applications 10. Diversions swales and/or waterbars are installed to plan and protected? of BMP's shall follow time tables set forth in maintenance and operations manual. 4. Inspection and maintenance of individual lots is the responsibility of the home builder or Protect fueling areas with berms and dikes to prevent runon, runoff, and to contain spills. These practices are implemented for discharges of nonstormwater from construction sites. Non- 11. Perimeter practices have adequate ca acit and do not need to be cleaned Out? his designee until the homeowner buys and thereby accepts responsibility for the stormwaters include, but are not limited to, groundwater, water from cofferdams, water diversions, 12. Inlet protection is installed on all functional inlets? not filter fabric under rate individual lot. Nozzles used in vehicle and equipment fueling should be equipped with an automatic shutoff and waters used during construction activities that must be removed from a work area. Practices 13. 1 Inlet protection is installed so water does not flow under it? C3 Description of proposed post construction stormwater quality measures: Site and facility to control drips. Fueling operations should not be left unattended. identified in this section are also appropriate for implementation when managing the removal of design for stormwater quality protection on this site employs a multi -level strategy consisting accumulated precipitation(stormwater) from depressed areas at a construction site. 14. The frame, cross- brocin and/or stakes are adequate and meetspecifications? of Federal, state, and local requirements should be observed for any stationary above ground 15. The fabric straw, mulch and/or stone is intact without holes or tears? 1. Storm water detention pond that slows storm water runoff that allows suspended solids storage tanks. Limitations 16. Catch basin insert protection is installed where required? 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 Inspection and Maintenance Site conditions will dictate design and use of dewatering operations. The controls discussed in this best 17. Sediment has been removed from the practice? are designed to prevent resuspention of solids. management practice (BMP) address sediment only. The controls detailed in this BMP only allow for 18. swales and ditches have been stabilized or 2. Grass lined rear yards swales at minimum slopes to slow and filter storm runoff and infiltration. Vehicles and equipment should be inspected each day of use for leaks. Leaks should be repaired immediate) or problem vehicles or equipment should be removed from the P y P 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 19. protected? Stormwater outlets ? u ets are adequately stabilized. create 3. On going maintenance by developer and homeowners assocation to insure that sediment, project P 1 site. permits. 20. Tern Temporary stabilization of distributed round has been addressed. trash and pollutants do not enter the drainage system according to the BMP operations Implementation 21. Disturbed areas that will lie dormant for 15 days are plonned to be protected? and maintenance manual. Keep ample supplies of spill cleanup materials onsite. 22. All protected dormant areas meet a minimum 70% coverage It is the intent of this plan that the implementation of the above described storm water Immediate) clean sills and properly dispose of contaminated soil and cleanup Y P P P P Y P P Dewatering discharges must not cause erosion at the discharge point. A variety of methods can be used to treat water during dewaterin operations. Several devices are resented below and provide 9 9 P P 23. Growing vegetation has sufficient water and/or nutrients to row? quality measures be executed in accordance with the enclosed plans and details in order materials. options to achieve sediment removal. The size of particles present in the sediment and Permit or 24. Permanent stabilization of disturbed ground is proqressinq through the project? to meet the requirements of Rule 5 storm water quality. Location, dimensions, specifications and construction details of stormwater measures: SOLID WASTE MANAGEMENT receiving water limitations on sediment are key considerations for selecting sediment treatment ; in some cases, option(s); o p () the use of multiple devices may be appropriate. 25. Final grading and stabilization is progressing on completed areas? quality ee Stormwater Pollution Prevention Plan Sheet C102 for locations of permanent 26. operly prepared for seeding? stormwater quality measures and Sheets C803 & C804 construction details and specifications. Description and Purpose 27. ? Hard or soft armorin IS installed where natural ve etation will erode. C5 Description of maintenance guidelines for proposed water quality measures: See attached 28. Water pumping operations have a protected Outlet and discharge water is clear? BMP Operations and Maintenance Manual. Solid waste management procedures and practices are designed to prevent or reduce the 29. A designated washout is established for concrete trucks? discharge of pollutants to stormwater from solid or construction waste by providing designated waste collection areas and containers, arranging for regular disposal, and training 30. A Bum ster is onsite for trash disposal? employees and subcontractors. 31. Fuel tanks and other toxic materials are safe) stored and rotected? Suitable Applications 32. Smaller construction sites not required to file a separate N01 are complying with the overall Ian? 33. This BMP is suitable for construction sites where the following wastes are generated or 34. stored: Solid waste generated from trees and shrubs removed during land clearing, demolition of ALL PROBLEMS OR CONCERNS NEED TO BE ADDRESSED WITH A CORRECTIVE ACTION existing structures (rubble), and building construction Identify the problem by number and /or provide additional explanation as needed. Packaging materials including wood, paper, and plastic Scrap or surplus building materials including scrap metals, rubber, plastic, glass pieces and Developer Representative contacted, name and date: Date: masonry products Domestic wastes including food containers such as beverage cans, coffee cups, paper Contractor Representative contacted, name and date: Date: bags, plastic wrappers, and cigarettes Report Submitted by: Date: Construction wastes including brick, mortar, timber, steel and metal scraps, pipe and electrical cuttings, nonhazardous equipment parts, styrofoam and other materials send transport and package construction materials Certification Signature: _ I . I vi z O V) > \\```` ; ?, I C1RO //''' ,; , �''% 4e - - '* " �. *' N o. ° '_ Z . _ 920350. , STATE OF �` ////,.. ONAL E ���� ���, 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) 1. 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 Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering I I PROD 11/01/05 I ci DRAWN BY: CHECKED BY. DRP JCC >A STORMWATER POLLUTION PREVENTION DETAILS DRAWING FILES: R:5K \5075 \002 \DWGS \C804 SHEET NO.: I (C C`_:'�) (0 Q I)- 14 NI H � eJ (D � '"' w Z 0-, F-I! F.-II W 1 ::4 a C:) a W ::% W U R� = U � W Q C.J w Q E-'+ w DATE: PROD 11/01/05 5075.002 DRAWN BY: CHECKED BY. DRP JCC SHEET TITLE: STORMWATER POLLUTION PREVENTION DETAILS DRAWING FILES: R:5K \5075 \002 \DWGS \C804 SHEET NO.: I (C C`_:'�) (0 Q EARTHWORK PROJECT NO.: 11/01/05 O DRAWN BY: CHECKED BY: PRC Minor adjustments to the grades may be required to earthwork balances when minor excess material or J. Flushing Sewers - Flush all sanitary sewers except G. Backfilling - for a depth of at least 6 inches 3. Placing Concrete - Concrete shall be g R: \5K \5075 \002 \DWGS \C901 1. SCOPE OF WORK shortages are encountered. It is recognized by the building sewers with water to obtain free flow above the spring line of the P 9 pipe (Initial backfill), deposited so as to require as little parties hereto that the calculations of the Engineer through each line. Remove all silt and from d t granular backfill with g material, - borrow or t l B rehandling . g as practicable. I b e When concrete is O E-+ A. Extent: The work required under this section in determining earthwork 9 quantities shall be ac- appurtenances just prior to acceptance of work. equivilent. Tamp this boclkfill thoroughly, to be placed at an atmospheric temperature of consists of all excavating, filling, rough grading com II p 'shed in accordance with the American Society of taking care not to disturlb the pipe. 35 degrees F. or less paragraph g , p graph 702.10 of � and related items necessary to complete the work Civil Engineers Standards for such calculations. K. Deflection Testing -All PVC and truss sewer 9 For the remaining trench depth, backfill with the Indiana Department of Transportation p P � Indicated on the drawings and described in the Further, that these calculations are subject to the (non - lateral) pipe must be tested for deflection earth or granular material containing stones or Specifications latest revision shall be specifications. The Contractor shall notify in interpretations of soil borings as the physical limits an acceptable go -no -go mandrel. No pipe can rocks not larger er than 4 inches. Backfill under followed. Q writing the owners and the Engineer of any changes, of the various soil types, also the allowable variation exceed a deflection of 5 %. The deflection test must and within 5' walks, parking areas, driveways N errors, or omissions found on the plans or in in finish grade and compaction permitted the contractor, be conducted using a mandrel having diameter equal and street shall be granuilar material only - F. Concrete Curb the field, before work is started or resumed. and that all of these parameters may P y cause either an to 95% of the inside diameter of the pipe. The test thoroughly compacted by approved methods. „ excess or shortage of actual earthwork materials to must be performed without a mechanical pulling device The top 6 of backfill under paved areas shall 1. Expansion Joints - Shall be 1/2 inch thick 1. In complete the project. If such an actual minor excess or shortage of and the roe used to P pull the mandrel must be no be compacted No.53 stone. premoulded between storm structures & curb. general, the items of work to be materials occurs, the contractor shall stronger than 150 pound test. Tog/trail roe may be g/ P y performed under this section shall include: contact the engineer to determine if ad' g adjustment can be of an s y size to allow removal of mandrel. A single g H. Manhole Inverts - Construct manhole flow channels 2. Contraction /Control Joints - Unless otherwise clearing and grubbing, removal of trees and made to correct the imbalance of earth. individual of average size, weight and strength without of concrete sewer pipe or brick, smooth) finished y provided, contraction joints shall be sawed and of semi - circular section conforming to the or scored joints spaced 10 feet on center, except for to remain, stripping and storage of topsoil, mandrel. All pipe exceeding the allowable deflection connecting intersection radii where joints shall be placed 5' o.c. fill compaction and rough grading of entire SANITARY SEWER SYSTEMS must be replaced or repaired and retested. changes in size or grade gradually and changes in site. L. Storm Water Connections - No roof drains, footing direction by true curves. Provide such channels for all connecting sewers at each manhole. 3. Finish -Tamp and screed concrete as soon as placed, and fill any honey combed places. 2. Excavated material that is suitable may be 1. SCOPE OF WORK drains and /or surface water drains may be Finish square corners to 1 /4" radius and used for fills. All unsuitable material and connected to the sanitary sewer systems, including 1. Subdrains - All subdrains shall be of the size other corners to radii shown. all surplus excavated material not required The work under this section includes all sanitary temporary connections during construction. shown on the plans and shall be constructed to the shall be removed from the site. The sewers, manholes, cleanouts and related items including grades shown. All drains constructed off -site as G. Concrete Walks and Exterior Steps location of dump and length of haul shall be excavating and backfilling, necessary to complete the M. Waterline Crossing - Where water lines and g part of the outlet drain will be located as shown. the Contractor's responsibility. work shown in the drawings, starting five feet outside sanitary sewers cross and water lines cannot be 1. Slopes - Provide 1/4 inch per foot cross the building walls. The ends of sewers shall placed above the sewer with a minimum of 18 inches J. Utilities - It shall be the responsibility of each P y slope. Make adjustments in slopes at walk 3. Provide and place any additional fill tightly plugged or capped at the terminal points, t vertical clearance, the sewer must be constructed contractor to verify all existing utilities and intersections as necessary to provide proper material from off the site as may be adjacent to buildings, J gs, pending the connecting of all of water works grade ductile iron pipe with conditions pertaining to his phase of the work. drainage. g necessary to produce the grades required. such lines to the building drain as specified in the mechanical joints within 10 feet of the water It shall also be the contractors responsibility to Fill obtained from off site shall be of kind plumbing specifications and architectural drawings. line. .contact the owners of the various utilities before 2. Dimensions - Walks and steps shalt be one and quality as specified for fills herein work is started. The contractor shall notify in course construction and of widths and details and the source approved by the Owner. 2. MATERIALS N. Utilities - It shall be the responsibility of writing the owners or the engineer of any changes, shown on the drawin s. g each contractor to verify all existing utilities errors or omissions found on these plans or in the 4. The Contractor shall accept the site as he A. Sanitary Sewers and conditions pertaining to his phase of the. field before work is started or resumed. 3. Finish - Screed concrete and trowel with a finds it and debris shall remove all trash, rubbish bris from the site prior to starting 1. All gravity plastic sewer pipe and fittings work. It shall also be the contractors responsibility to contact the owners of the K. Contractor to grout joints inside storm steel trowel to a hard dense surface after surface water has disappeared. Apply medium excavation. shall conform to ASTM D3034, SDR -35 and meet various utilities before work is started. The structures where pipes enter or exit broom finish and scribe control joints at 5 a cell classification of 1 B in contractor shall notify in writing the owners and and between structure and casting. foot spacing. Provide 1/2" expansion joints B. Work not included: The following items of accordance with ASTM 1784784. . the engineer of any changes, errors or omissions where sidewalks intersect, and at a maximum related work are specified and included in other found on these plans or in the field before work f spacing of 48 feet between expansion joints. J sections of these specifications: 2. All sanitary sewer lines upon completion will be started or resumed. STREETS 1. Excavation, grading and backfilling for required to pass a low pressure air test. Said test shall be conducted according to ASTM F1417 -92, and 0. Service Laterals - Individual lot service lines H. Curing Concrete - Except as otherwise specified, p cure all concrete by one of the methods described utility lines shall be witnessed by an Engineer and a shall be 6" in diameter and of material e qua) to in Section 501.17 of the Indiana Department of representative of the Clay Waste District. The that specified in 2A of this section. Service 1. SCOPE OF WORK Transportation Specifications, latest revision. 2. Storm drainage systems testing shall be in accordance with Table 1. lines shall be connected to the main sewer by a B. Manholes w e at locations Y generally shown within these The work required under this section includes all I. Bituminous Pavement - Hot asphalt concrete 3. Sanitary sewer systems plans. Service lines shall be extended and concrete and bituminous paving and related items pavement shall be as specified in Section 403 of 1. Precast reinforced concrete manhole sections capped at a point 5 feet beyond the right -of -way line necessary to complete the work. indicated on drawings the Indiana Department of Transportation 4. Streets and paving and steps shall conform to ASTM C -478 latest or one pipe length for those services on the and described in the specifications, including but not Specifications latest revisions. Paving will not revision. same side of the street as the main. Sewer limited to: be permitted during unfavorable weather or when 5. Water supply system service lines shall be marked on the curb with the temperature is 40 degrees F. and falling. red paint and at the end of the line with a` All streets, parking areas in contract limits 2. BENCH MARKS from blow holess, , porosity, hard spots, e ground. Curbs and gutters J. Compacted Aggregate Subbase Maintain carefully all bench marks, monuments and other shrinkage distortion or other defects. They shall be smooth and well - cleaned by shot- P. New Sanitary Sewer Main Construction - Contractor Sidewalks and concrete slabs, exterior steps 1. The thickness shown on reference points; if disturbed or destroyed, contractor blasting or by some other approved method. shall record dimensions of each service line stub 2. MATERIALS the drawings is the minimum thickness of the shall contact engineer. They shall be coated with asphalt paint from nearest downstream manhole measured along g ully compacted subbase. Compaction shall be which shall result in a smooth coating, the sanitary sewer main. The locations of A. Concrete - Concrete shall be ready -mixed concrete accomplished by rolling with a smooth wheeled 3. REMOVAL OF TREES tough and tenacious when cold, not tacky or manholes and service lines along with any other and shall be a mix of proportioned fine and roller weighing 8 to 10 tons. Compact to 90% brittle. They shall gray iron meeting construction changes are to be incorporated on coarse aggregates with Portland cement and water. compaction using Standard Testing Procedures. A. Remove all trees and stumps from area to be ASTM A -48 latest re vision. Manhole covers the original construction drawings and "Record Minimum cement content shall be 6 bags per cubic Along curbs, headers and walls and at all placed occupied by road and surfaced areas. Removal of for sanitary sewer shall be Neenah Type Drawing" prints submitted to the Town of Westfield yard of concrete and maximum water content shall not accessible to the roller, the aggregate trees outside these areas shall only be done as R- 1772 -A with "f" concealed pickhole. and the engineer as soon after completion of be 5.5 U.S. gallons per sack of cement, including g P g material shall be tamped with mechanical tampers P noted on drawings or approved by the Owner. construction as possible. moisture in the aggregate. Slump for normal or with approved hand tam PP pets. 3. Joints - manhole sections shall be jointed �� " J weight concrete shall be a maximum of 4 inches and a minimum 2 inches. 2. Compact, following g Section 304.05 of the 1995 B. All brush, stumps, wood and other refuse from the trees be buried " " with sealed o rings. The o rings shall of the slump of machine placed concrete shall be no less than 1 -1/4 INDOT Standard Specifications. shall onsite or removed to disposal areas off of the site. Disposal by burning meet ASTM C -443 latest revisions. inches nor more than 3 inches. Standard test shall not permitted unless proper permits are obtained 4. Bismatic coating shall be applied around STORM SEWER SYSTEMS ASTM C -143 shall be used to measure slump. (be where applicable). The location of on site bury each manhole joint from 6 inches above to 6 prey Compressive strength of concrete at 28 days shall pits shall be designated by the owner or the inches below each joint. Inside joints to � 1. SCOPE OF WORK be psi. All exterior concrete shall have Engineer. be filled with precoat plug material. air entrainment of 5% to 8% by volume per ASTM C 4. PROTECTION OF TREES 5. Manholes to be tested per ASTM C1244 -93 for "concrete The work under this section includes all storm sewers, storm water inlets, and related items, including -260. Retempering of delivered concrete will not be allowed. Concrete shall be composed of: sewer manholes" by negative excavating and backfilling, necessary to complete the A. General Protection: The Contractor shall be air pressure vacuum) test. work shown on the drawings. 1. Portland cement - Conforming to ASTM C -150, responsible for the protection of tops, trunks 3. APPLICATION 2. MATERIALS Type IA or Type IIIA. and roots of existing trees on the project site that are to remain. Existing trees subject to A. Permits and Codes - The intent 2. Aggregates: Conforming to ASTM C -33 construction damage shall be boxed, fenced or otherwise before is of this section of the specifications is that the contractor's bid on A. Storm Sewers 3. Water - Shall be clear and free from protected any work started; do not stockpile within branch spread. Remove the work covered herein shall be based upon the drawings and specifications but that 1. Reinforced concrete sewer pipe shall confirm injurious amounts of oils, acids, alkalies, interfering branches without injury to trunks and the work shall comply with all applicable codes to ASTM C -76 latest revision, with joints organic materials or other deleterious cover scars with tree paint. and regulations as amended by any waivers. Contractor conforming to ASTM C -443 latest revision. When substances. 5. HANDLING OF TOPSOIL shall furnish all bonds necessary to get permits storm pipe is submerged B. Welded Steel Wire Fabric - Where required for for cuts and connections to existing sewers. B. Manholes concrete reinforcement shall conform to ASTM A185, A. Remove all organic material from the areas to be occupied by buildings, roads, walks and parking B. Local Standards - The term "local standards" as 1. Precast reinforced concrete manhole sections C. Premoulded Joint Filler - Shall be of non areas. Pile and store topsoil at a location used herein means the standards of design and and steps shall conform to ASTM C -478 latest - extruding type meeting ASTM D -544 except that where it will not interfere with construction construction of the respective municipal P P department of utility company. revision. premoulded joint filler used in concrete walk construction be operations. Topsoil shall be reasonably free may either non - extruding or from subsoil, debris, weeds, grass, stones, ect. C. Existing Improvements - Maintain in operating 2. Casting shall be of uniform 9 quality, free from resilient. B. After completion of site grading and subsurface condition all active utilities, sewers and other blow holes, porosity, hard spots, shrinkage distortion or other defects. They D. Bituminous Pavement Materials All materials utility installation, top soil shall be replaced drains encountered in the sewer installation. Repair to the satisfaction the shall be smooth and well cleaned by shot proposed for the construction f bituminous in areas designated on the erosion control plan of owner any damage to existing active improvements. - blasting or by some other approved method. They pavements shall comply with the e Indiana Department of Transportation for seeding and /or sodding. Any remaining top shall be coated with asphalt paint specifications, per latest soil shall be used for finished grading around D. Workmanship - To conform to all local, state and which shall result in a smooth coating, tough and tenacious revision. structures and landscaping areas. national codes and to be approved by all local and when cold, not tacky or brittle. They shall be gray iron meeting E. Compacted Aggregate Subbase: Shall be crushed state agencies having jurisdiction. ASTM A -48 latest revision. stone or gravel. Crushed gravel shall be a 6. DISPOSITION OF UTILITIES: E. Trenching - Lay all pipe in open trenches, except 3. Joints - Manhole sections shall be jointed minimum of 35% crushed material. Chert shall be limited to a maximum of 8% of the total. Material A. Rules and regulations governing the respective when the local authority gives written permission for tunneling. Open the trench sufficient) ahead with rubber type gaskets. The rubber type shall be free from an excess of flat, elongated, thin) laminated utilities shall be observed in executing ll work 9 under this y of pipe - laying to reveal any obstructions. The gaskets shall meet ASTM C -443 latest revision. When manhole and storm soft or disintegrated pieces; y � 9 P and shall be free from fragments coated with dirt. section. width of the trench shall be the inside pipe pipe are continuously in water. Compacted aggregate shall be graded as follows: B. If active utilities are encountered but not shown diameter plus 24 inches for 12 inches above the pipe. Sheet and brace trench as necessary to C. SUBDIRAINS SIEVE SIZE � PASSING on the drawings, the Engineer shall be advised protect workmen and adjacent structures. All before work is continued. trenching to comply with Occupational Safety and 1. Perforated plastic pipe subdrains shall 1 -1 /2' 100 C. Inactive and abandoned utilities encountered in Health Administration Standards. Keep trenches free from water while construction is in conform to ASTM F -405. 1,. 80 -100 3/4;' excavating and grading operations shall be reported to the Engineer. They shall be removed, progress. Under no circumstances shall pipe or appurtenances 3. APPLICATION 70 -90 1/2 55 -80 plugged or capped as directed by the Utility be laid in standing water. Conduct the discharge from trench d ewatering to drains or natural A. Permits #8 35 -60 # Company and the Engineer. drainage channels. - and Codes The intent of this section of the 25 -50 #30 specifications is that the contractor's bid on 12 -30 D. It shall be the responsibility of each contractor to verify all F. Special Supports - Whenever, in the opinion of the the work covered herein shall be based upon the drawings and specifications but that tilt work #200 5 -10 ey'sting utilties and conditions pertaining to I is phase of the work. It shall P 9 P Engineer, the soil at or below the pipe grade shall comply with all applicable codes and 3. APPLICATION also be the contractors responsibility to contact the is unsuitable for supporting sewers and appurtenances specified in this section, such regulations as amended by any waivers. Contractor shall furnish all bonds necessary to A. Grading - Do any necessary grading in addition y 9 9 to T ABLE 1 TIME IN MINUTES A AND SECONDS REQUIRED FOR FOR PRESSURE owners of the various utilities before work is started. special support, in addition to those shown or get permits for cuts and connections to existing sewers. that performed in accordance with Earthwork DROP (Based 0.003 FROM 3.5 PSIG TO 2.5 PSIG specified, shall be provided as the Engineer may Section, to bring subgrades, after final on cfm per sq. ft. and 2.0 cfm ) 7. SITE GRADING: direct, and the contract will be adjusted. B. Local Standards -the term "Local Standards" as compaction, to the required grades and sections Pipe Diameter D in Inches G. Backfilling - for a depth of at feast 12 inches used herein means the standards of design and for site improvement. 4 6 8 10 12 15 18 21 24 27 30 33 36 39 A. Grades: Contractor shall perform all cutting, filling, above the to of the pipe, backfill with P P P granular construction of the respective municipal department or utility company. B. Preparation of Sub rode - Remove P 9 spongy 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 compacting of fills and rough grading required to bring entire project area to as material free from large stones, rock fragments, otherwise unsuitable material and replace with 50 :09 :20 :35 :55 1:19 2:04 2:58 4:03 5:17 6:41 8:15 9:59 11:53 grade shown on the drawings. roots or sod. Compact this backfill thoroughly, C. Existing Improvements - Maintain in operating stable material. No traffic will be allowed on 75 13:57 50 taking care not to disturb the pipe. for the condition all active utilities, sewers and other prepared subgrade prior to paving. :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 B. Rough Grading: the tolerance for paved areas remaining trench depth, backfill with earth or granular material containing stones or rocks not drains encountered in the sewer installation. Repair to the satisfaction the C. Compaction of Subgrade - The first 6 inches below 100 :18 :40 1:11 1:50 2:38 4:08 5:56 8:05 10:39 12:45 14:11 15:35 100 shall not exceed 0.10 feet plus or minus above P the established subgrade. All larger than 4 inches. Backfill under and within of owner any damage to existing active improvements. the subgrade shall be compacted to at least 100% 125 :22 :50 1:28 2:18 3:18 5:09 7:26 9:55 11:20 125 other areas shall not exceed 0.10 feet or minus the 5' of walks, parking areas, driveways and streets of the maximum dry density as determined by the 150 :26 :59 1:46 2:45 3:58 6:11 8:30 plus P established grade. All banks and other breaks in shall be granular material only - thoroughly compacted, by approved methods. The top 6" backfill D. Workmanship - To conform to all local, state and provisions of AASHO T -99. Water shall be from 175 :31 1:09 2:03 3:13 4:37 7:05 150 grade shall be rounded at to and bottom. 9 P of under paved areas shall be compacted No.53 stone. national codes and to be approved by all local and state agencies having jurisdiction. prevented standing on the compacted subgrade. 200 :35 1:19 2:21 3:40 5:17 175 C. Compaction Requirements: H. Flow Channels - The flow channels within manholes E. Trenching - Lay all in trenches, D. Utility Structures - Check for correct elevation of all manhole covers, valve boxes and similar 225 :40 1:29 2:38 4:08 5:40 200 225 1. All building d areas shall be compacted to 9 P shall be an integral part of the precast base. pipe open except when the local authority gives written Y 9 permission structures located within areas to be paved, and P 250 :44 1:39 2:56 4:35 250 p standards specified by local and /or state The channels shall be shaped and formed fora clean transition for tunneling. Open the trench sufficient ahead make, or have made, any necessary adjustments in 275 :48 1:49 3:14 4:43 27 5 building codes. with proper hydraulics to allow the of pipefaying to reveal any obstructions. The such structures. 300 :53 1:59 3:31 smooth conveyance of flow through the manhole. width of the trench shall be the inside pipe 300 2. For compaction requirements of paved areas, The bench wall shall be formed to the crown of the inlet "U' diameter plus 24 inches for 12 inches above the E. Placing Concrete 350 1:02 2:19 3:47 350 see street specifications. and outlet pipes to form a shaped channel. The bench wall shall slope back from the pipe. Sheet and brace trench as necessary to protect workmen and adjacent structures. All 1. subgrade -Place concrete only on a moist, 400 1:10 2:38 400 crown at 1/2 inch per foot to the manhole wall. trenching to comply with Occupational Safety and compacted subgrade or base free from loose 450 1:19 2:50 450 8. EARTH WORK BALANCE Health Administration Standards. Keep trenches y or material. Place no concrete on a muddy 500 1:28 I. Infiltration - The contractor shall furnish free from water while construction is in progress. frozen subgrade. 550 1:37 500 The Contractor shall confirm all earthwork quantities necessary equipment to test sewers for Under no circumstances lay pipe or appurtenances 550 prior to start of construction. If an excess or infiltration. Infiltration rates shall not exceed in standing water. Conduct the discharge from 2 . Forms - All forms shall be free from warp, 600 1:46 shortage of earth is encountered, the Contractor shall the Local Standards. All sanitary sewer lines trench dewatering to drains or natural drainage tight enough to prevent leakage and g 9 P g 650 1:53 2:50 3:47 4:43 5:40 7:05 8:30 9:55 11:20 12:45 600 confirm with the Owner and Engineer the requirements upon completion will be required to P P q pass a low channels. substantial enough to maintain their shape 14: 11 15:35 17:00 18:25 650 for stockpiling, removal or importing of earth. pressure air test, Said test shall be conducted and position without springing or settling, according to ASTM 1417 -92, and shall F. Special Supports - Whenever in the opinion of the when concrete is placed. Forms shall be e witnessed by an inspector authorized by Engineer the soil at or below the grade is d lean an smooth immediate) c Y before The City of Carmel. Infiltration under test shall .pipe unsuitable for supporting sewers and appurtenances concreting. 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. 0 in w o' \��111111111//��� 1STE No. 920350 -;0- STATE OF IONAL �///111111111�� DATE: 11/01/05 THIS DRAWING AND THE IDEA,G, 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 O DRAWN BY: CHECKED BY: PRC JCC SHEET TITLE: SPECIFICATIONS f4 R: \5K \5075 \002 \DWGS \C901 SHEET NO.: l O E-+ CD � W UU � w Q � w Q N w DATE: PROJECT NO.: 11/01/05 5075.002 DRAWN BY: CHECKED BY: PRC JCC SHEET TITLE: SPECIFICATIONS DRAWING FILES: R: \5K \5075 \002 \DWGS \C901 SHEET NO.: i LL C) z� O � N F— w I cn �n w n- 2 L 2 -FS 13 -IG 3 -CF 2 -ASC 13-Fl AA- 3-13N - 10 -JC 3 -PPI 2 -ASC 15 -J C - 3 -PPI - 2 -LT 2 -FS 18 -IG NOTE: CONTRACTOR SHALL REMOVE ALL STAKING MATERIAL ONE YEAR AFTER INSTALLATION. 3/4" NYLON STRAI ROOT CROWN TO BE LEVEL WITH FINISH GRADE. REMOVE TYPICAL EXCESS SOIL FROM - GROWER OVER ROOT SYSTEM, UPTO 1" DEPTH. REJECT PLANTS WITH MORE THAN 3" EXCESS SOIL. 2x2 x18" WOOD STAKE, WITH 3/8" HOLE CENTERED. DRIVE STAKE IN LINE WITH STRAP COMMON AR LAND SEAS W W = m COMMON AREA "E" N t:4-, "Do 0 O N � LA SC A > I T !L�5 IN 39 u 20' BL - "T r PLANTING SUBMITTE moo, 20 DU &SE UNDER SECTION 10' DU &SE � \ o- G QR 38 \ 3 -TC o��\ \ F \ \ \ 4 -PA 20; o4SE 20' DU &SE \ \ 0 \ \ \ 20' BL 50 37 I I 36 M I I o \ Gas\ \ SEC ION ONE i -P F \ R OF THIS SUBMITTAL • 5 C \ \ \ (NOT PA ) I I Cn \ 20 BL \ of IN b DU– &S- 49 Z I \ �a °I to w 51 \ 6 -QR - 50' O.C. o'er �sF I IT \ \ 10' DU &SE - (- 1- - 10' DU &SE - - -i \ -- - - -- E U q5j J �m •I o • o N I�O N 48 I 'I 52 47 16 -Q B _ 50'01";". I C 20' E 0 r7� IN 53 .I 20 , DU &SE 20' BL IU : i 54 I :.I� • I1 I I 55 I� 0 I`" �I I of • I _ LT ASC ^I I�_FS BN 3 QR 2 -QB I I� L BN 5' DU &SE - - - -- - -- 15' DU &SE - - - - -L L --- - - -15' DU &SE ••• 10 AN SC •E•EASEME MC AP AS -M ••• ••• 0' L 10 -IG 15 -IG 15 -JC L3-PPI L3-PPI I MQ 10' DU &SE 10' DU &SE - SECTION {NOT PART OF THIS 35 J (w m� CD N 20' BL 20' DU &SE 20' DU &SE 0' BL I I 56 W ` I 34 0 LT N LU 4 -IG l I 3 -PPI 46 I to PAN I G SU ITT D 2-QM U DE ECT O E C TYP. ) BN I I I — — — —I L —15' &SE — — –_ A • • • -16' NDSCAPE EASEMENT --- - - - -- 3 IPA w CD of N PLANT SCHEDULE QTY I SYM BOTANICAL NAME COMMON NAME SIZE & SPECIFICATIONS i fRCC�7 6 ASC ACER SACCHARUM 'COMMEMORATION' ,AMELANCHIER ARBOREA BETULA NIGRA COMMEMORATION MAPLE 2-1/211- 3" CAL. SHADBLOW SERVICEBERRY 1 -1/2" - 2" CAL., 10' O.C. 6 AA 6 BN RIVER BIRCH MULTI -STEM, 8'- 10' HGT. 3 CF �CERCIS CANADENSIS 'FOREST PANSY' FAGUS SYLVATICA'PURPUREA TRICOLOR' FOREST PANSY REDBUD 1 -1/2" - 2" CAL., 15' O.C. EUROPEAN BEECH 1;1/2" - 2" CAL., 10' O.C. 7 FS 8 LT LIRIODENDRON TULIPIFERA MAGNOLIA QUINQUEPETA'GALAXY' QUERCUS BICOLOR QUERCUS MUEHLENBERGII QUERCUS RUBRA PICEA ABIES PICEA OMORIKA TULIP POPLAR 2 - 2 -1/2 CAL. 5 MQ QB GALAXY MAGNOLIA SWAMP WHITE OAK MULTI -STEM, 6' -8' HGT. 2" - 2 -1/2" CAL. 18 CHINKAPIN OAK 2" - 2 -1/2" CAL. 2 QM 12 QR NORTHERN RED OAK 2" - 2 -1/2" CAL. NORWAY SPRUCE SERBIAN SPRUCE 10' HGT, B &B, 15' O.C. 10' HGT, B &B, 15' O.C. 4 5 PA POM 18 3 PPI TC PICEA PUNGENS 'ISELI FOXTAIL' TSUGA CANADENSIS ISELI FOXTAIL SPRUCE CANADIAN HEMLOCK 6' HGT, B &B, 6' O.C. 10' HGT., B &B, 20' O.C. SHRUBS & ORNAMENTAL GRASSES 26 FI FORSYTHIA X INTERMEDIA'SPRING GLORY' SPRING GLORY FORSYTHIA 60 IG ILEX GLABRA'NIGRA' NIGRA INKBERRY 61 JC JUNIPERUS CHINENSIS 'NICKS COMPACT' NICK'S COMPACT JUNIPER L �-MQ 3-PPi L2 -MQ L13 -FI L���..� L21-JC LT REMOVE TOP 1/3 BURLAP AND ANY =j I 115 111 =1;' NAILS, PINS, ETC. REMOVE TOP 2/3 OF WIRE BASKET RAISE PIT BOTTOM AS NEEDED TO ENSURE 3UTTRESS ROOTS ARE AT CORRECT HEIGHT. 14" ROOTBALL FIRM SOIL UNDER ROOTBALL. MIN. DIAMETER W /**`A� MULTI -STEM TREE INSTALLATION DETAIL � NTS R: \5k \50751002 \dwgs \L101.dwg Oct 28, 2005 - 1:55pm Awl 3/4" NYLON STRAP IP KNOT WITH STOP KNOT, " LARGER THAN TRUNK DIAMETER ROOT CROWN TO BE LEVEL WITH FINISH GRADE. BUTTRESS ROOTS REMOVE TYPICAL EXCESS SOIL FROM - GROWER OVER ROOT SYSTEM, UPTO 1" KEEP MULCH 1 " -2" AWAY FROM TRUNK DEPTH. REJECT PLANTS WITH MORE THAN 3" EXCESS SOIL. MULCH; 3" MIN., 4" MAX. DEPTH. 2x2 x18" WOOD STAKE, WITH 3/8" WATER BERM; 4 " MAX HEIGHT. INSTALL HOLE CENTERED. DRIVE STAKE �\ OUTSIDE OF PLANT MIX BACKFILL IN LINE WITH STRAP FINISH GRADE � �- PLANTING SOIL MIX . INSTALL IN 8" LIFTS, WATER BETWEEN LIFTS. UNDISTURBED SOIL Vv vY( S -1 ZONING RESIDENTIAL USE v i REMOVE TOP 1/3 BURLAP AND ANY NAILS, PINS, ETC. 9 1 1 I I -I I-- - REMOVE TOP 2/3 OF WIRE BASKET RAISE PIT BOTTOM AS NEEDED TO ENSURE BUTTRESS ROOTS ARE AT CORRECT HEIGHT. 14" ROOTBALL FIRM SOIL UNDER ROOTBALL. MIN. DIAMETER �n1 SINGLE STEM TREE INSTALLATION DETAIL NTS L 6" SLIP KNOT WITH STOP KNOT, 6" LARGER THAN TRUNK DIAMETER 3/4 BUTTRESS ROOTS ROOT CROWN TO BE LEVI FINISH GRADE. KEEP MULCH 1 " -2" AWAY FROM TRUNK REMOVE TYPICAL EXCES MULCH; 3" MIN., 4" MAX. DEPTH. GROWER OVER ROOT SY DEPTH. REJECT PLANTS WATER BERM; 4" MAX HEIGHT. INSTALL THAN 3" EXCESS SOIL. OUTSIDE OF PLANT MIX BACKFILL 2x2 x18" WOOD STAKE, W HOLE CENTERED. DRIVE IN LINE WITH STRAP FINISH GRADE ' ••�'� � � . III -I i I- _ . �_ • ��' III -1 I I -1 11= PLANTING SOIL MIX. INSTALL IN 8" I— = LIFTS, WATER BETWEEN LIFTS. =1 I UNDISTURBED SOIL 14" MIN. REMOVE TOP 1/3 BURLAF NAILS, PINS, ETC. REMOVE TOP 2/3 OF WIR RAISE PIT BOTTOM AS NI BUTTRESS ROOTS ARE A FIRM SOIL UNDER ROOTL,-, .-�. MIN. uu-vwc 1 r-r-% EVERGREEN TREE INSTALLATION DETAIL 5 GAL., 36" HGT, 5'0 C. 5 GAL., 36" HGT, 5' O.C. 3 GAL. 24" HGT., 4' O.C. z NTS LIP KNOT WITH STOP KNOT, ,ARGER THAN TRUNK DIAMETER -TRESS ROOTS _P MULCH 1 " -2" AWAY FROM TRUNK LCH; 3" MIN., 4" MAX. DEPTH. TER BERM; 4" MAX HEIGHT. INSTALL TSIDE OF PLANT MIX BACKFILL FINISH GRADE 'SOIL MIX. INSTALL IN 8" .TER BETWEEN LIFTS. SOIL OWNER: Estridge Development Co. 1041 West Main Street Carmel, IN 46032 PREPARED BY: HadenStanziale planning 421 Penman Street 704.373.0534 Suite 300 704.342.0251 fax Charlotte, NC 28203 www.hadenstanziale.com ISSUE: REVISIONS: No. j Date I Work Done Date: 8/26/05 Project No.: 04338 Checked By: DRB Drawn By: DRB SCALE: 1 " =30' TITLE. LANDSCAPE PLAN OWNER /SUBDMDER E81P DGE DEVELOPMENT CO, INC. 1041 WEST MAW STREET CARMEL, INDIANA 46032 (317) 582 -2456 SURVEYOR TFE SCINEIDER CORPORATION 890 OTIS AVENUE INDIANAPOLIS, N. 46216 SChn6kier (317) 826 -7100 w w �z 00_ z� W N zZ J O U �� 1� LO U-i 0 L0 W r O O 0 Z GRANDIN HALL THIS INSTRUMENT WAS PREPARED BY L LEGEND E EDWARD D. GIACOLETTI O REGISTERED LAND SURVEYOR - INDIANA #50560 O - INDICATES STREET CENTERLINE THE SCHNEIDER CORPORATION M MONUMENTATION - SEE NOTE SHEET 1 HISTORIC FORT HARRISON ® ® - INDICATES CONCRETE M UMENT -SEE SECTION 2 8901 OTIS AVENUE NOTE SHEET 1 INDIANAPOLIS, INDIANA 46216 -1037 p - INDICATES EXIST. 5/8' REBAR TELEPHONE (317) 826 -7100 A SECONDARY PLAT PART OF THE N.W.1 /4 OF THE N.E. 1/4 OF SECTION 21- T18N -R4E HAMILTON COUNTY, INDANA 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 # 05110009SP N81049'50 "E 38.18' DATE OF SUBAISSION: 08/01/05 SOURCE OF TITLE WARRANTY DEED, INSTR# FI nnn UATPAAPNIT 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. tis�c tio� \_76 4 N89041'19 "W 563.74' W /YELLOW CAP STAMPED -FIRM #0001' D.U.k_S.E. - DRAINAGE U11UTY AND SEWER EASEMENT B.L - BUILDING LINE (ASSUMEDNORTH) SCALE: 1 = 60 S.F. - SQUARE FOOTAGE 30 0 25 50 100 RAN - RIGHT -OF -WAY Fjr7pr _ (NR) -NON-RADIAL C.A. - COMMON AREA N.A.E. - NON ACCESS EASEMENT CURVE DATA TABLE CURVE LENGTH RADIUS CHORD CHORD BRG DELTA C -1 125.66' 128.00' 120.67' S61 °33'55 "E 56 014'52" 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' SOO °51'55 "E 65 °09'10" C-51 25.711 1 25.27' N39'56'54 "W 1 36 °49'47" E 156th St SITE a� N L E 146th St T A, d _ %_ I Y 0 0 00 3 z rn fIC) 00 3 o Cn N '04 0) O co Z N KEY MAP 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 SEC11ON 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 12/13/05 R: \5K \5075 \002 \DWGS \0026S OWNER /SUBDMDER ESTRIDGE DEVELOPMENT CO, INC. 1041 WEST MAN STREET CAWB, INDIANA 46032 (317) 582 -2456 SURVEYOR THE SCHNBD0 CORPORATION 8901 OTIS AVENUE . , N. 46216 r (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 ports thereof. Cross - reference is hereby made to survey plat recorded as instrument number _ in the office of the recorder of Hamilton County, Indiana. I, the undersigned, hereby certify that I am a Registered Land Surveyor, licensed in compliance with the laws of the State of Indiana and that the within plat represents a subdivision of the lands surveyed within the cross referenced survey plat, and that to the best of my knowledge and belief there has been no change from the matters of 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 (NOTARY NAME - PRINTED) MY COMMISSION EXPIRES: _ 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 CERTIFICATE This subdivision shall be known and designated as Grandin Hall 2, a subdivision 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 BCE ASSOCIATES I, LLC ACCESS ENTITY BY - BY — Michael J. Keller, CFO Michael J. Keller, Manager STATE OF INDIANA ) SS: COUNTY OF ) Before me, a Notary Public in and for said County and State, personally appeared Michael J. Keller, CFO 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 My Commission expires: STATE OF INDIANA COUNTY OF )) SS (Notary Public - Printed Name) My County of residence: COMMISSION CERTIFICATE: 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 approval by the Department of Community Services pursuant to Article A of the Carmel /Clay Plan Commission's Rules of Procedure 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 Cordroy, Clerk /Treasurer SHEET 2 OF 2 JOB # 5075.002 12/13/05 R: \5K \5075 \002 \DWGS \002BS CURVE DATA TABLE CURVE LENGTH RADIUS CHORD CHORD BRG DELTA C -1 125.66' 128.00' 120.67' S61 °33'55 "E 56 014'52" 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' SOO °51'55 "E 65 °09'10" C-51 25.711 1 25.27' N39'56'54 "W 1 36 °49'47" E 156th St SITE a� N L E 146th St T A, d _ %_ I Y 0 0 00 3 z rn fIC) 00 3 o Cn N '04 0) O co Z N KEY MAP 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 SEC11ON 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 12/13/05 R: \5K \5075 \002 \DWGS \0026S OWNER /SUBDMDER ESTRIDGE DEVELOPMENT CO, INC. 1041 WEST MAN STREET CAWB, INDIANA 46032 (317) 582 -2456 SURVEYOR THE SCHNBD0 CORPORATION 8901 OTIS AVENUE . , N. 46216 r (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 ports thereof. Cross - reference is hereby made to survey plat recorded as instrument number _ in the office of the recorder of Hamilton County, Indiana. I, the undersigned, hereby certify that I am a Registered Land Surveyor, licensed in compliance with the laws of the State of Indiana and that the within plat represents a subdivision of the lands surveyed within the cross referenced survey plat, and that to the best of my knowledge and belief there has been no change from the matters of 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 (NOTARY NAME - PRINTED) MY COMMISSION EXPIRES: _ 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 CERTIFICATE This subdivision shall be known and designated as Grandin Hall 2, a subdivision 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 BCE ASSOCIATES I, LLC ACCESS ENTITY BY - BY — Michael J. Keller, CFO Michael J. Keller, Manager STATE OF INDIANA ) SS: COUNTY OF ) Before me, a Notary Public in and for said County and State, personally appeared Michael J. Keller, CFO 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 My Commission expires: STATE OF INDIANA COUNTY OF )) SS (Notary Public - Printed Name) My County of residence: COMMISSION CERTIFICATE: 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 approval by the Department of Community Services pursuant to Article A of the Carmel /Clay Plan Commission's Rules of Procedure 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 Cordroy, Clerk /Treasurer SHEET 2 OF 2 JOB # 5075.002 12/13/05 R: \5K \5075 \002 \DWGS \002BS E 156th St SITE a� N L E 146th St T A, d _ %_ I Y 0 0 00 3 z rn fIC) 00 3 o Cn N '04 0) O co Z N KEY MAP 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 SEC11ON 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 12/13/05 R: \5K \5075 \002 \DWGS \0026S OWNER /SUBDMDER ESTRIDGE DEVELOPMENT CO, INC. 1041 WEST MAN STREET CAWB, INDIANA 46032 (317) 582 -2456 SURVEYOR THE SCHNBD0 CORPORATION 8901 OTIS AVENUE . , N. 46216 r (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 ports thereof. Cross - reference is hereby made to survey plat recorded as instrument number _ in the office of the recorder of Hamilton County, Indiana. I, the undersigned, hereby certify that I am a Registered Land Surveyor, licensed in compliance with the laws of the State of Indiana and that the within plat represents a subdivision of the lands surveyed within the cross referenced survey plat, and that to the best of my knowledge and belief there has been no change from the matters of 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 (NOTARY NAME - PRINTED) MY COMMISSION EXPIRES: _ 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 CERTIFICATE This subdivision shall be known and designated as Grandin Hall 2, a subdivision 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 BCE ASSOCIATES I, LLC ACCESS ENTITY BY - BY — Michael J. Keller, CFO Michael J. Keller, Manager STATE OF INDIANA ) SS: COUNTY OF ) Before me, a Notary Public in and for said County and State, personally appeared Michael J. Keller, CFO 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 My Commission expires: STATE OF INDIANA COUNTY OF )) SS (Notary Public - Printed Name) My County of residence: COMMISSION CERTIFICATE: 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 approval by the Department of Community Services pursuant to Article A of the Carmel /Clay Plan Commission's Rules of Procedure 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 Cordroy, Clerk /Treasurer SHEET 2 OF 2 JOB # 5075.002 12/13/05 R: \5K \5075 \002 \DWGS \002BS