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Home My WebLink About05060018-19.03 Civil Construction PlansJ CrA r Cr C NrA �� CrA J S-1 ZONING Br (AGRICULTURAL USE) —Lu L I T E Ld CrA Cr (RESIDENTIAL USE) ��' � C\ / / CrA Br I /I \ CrA J� �A— �\ CrA I J 0 L Pvq k b- mo��- lb 0��-) LION SCALE., 1"c500' SCALE., 1" =500' EXISTING SECTION 2 EXISTING SECTION t LINCOLNSHIRE � LINCOLNSHIRE 16 cc 57 21 56 CD c� 55 o w 17 0-4 Ln `1 E--0 Uj w U N _ >< POOL � I ,,— , a n ° 18 N � of io >< J 54 � �E / ................................ CARLOW RUN 20 6 7 EXISTING SECTION 1 LINCOLNSHIRE [051 SCALE: 9" 50' 1 i — SEC. 20— T18N —R3E — ��"� � o�0o1 �bsv J4 D ��/C�OO FO-) ��o NOTE: PARKING, SIDEWALKS, POOLS, DECK AREA, AND POOL HOUSE BY OTHERS. SEE ARCHITECTURAL PLANS. REVISIONS: DATE: I BY: DESCRIPTION: PROJECT ENGINEER: CHECKED BY: DATE CHECKED: Nq nD H 14+300 CLAY TERRACE BLVD., STE 200 CARMEL, INDIANA 46032 [3971 582 -2456 [3971 582 -2452 FAX Historic Fort Harrison 8901 Otis Avenue Indianapolis, Indiana 46216 -1037 317- 826 -7100 317- 826 -7200 Fax www.schneidereorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering CERTIFIED BY: MICHAM J. DIAMENTE, P.E. E —MAIL ADDRESS: mdiamente@schneidercorp.com THIS DRAWING AND THE IDEAS. DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION AND ARE NOT TO BE USED OR REPRODUCED IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEDER CORPORATION. © 2007, The Schneider Corporation N STE; No.10100357 IL j0 - STATE OF . �No I ANP / // / //� S /pN A` DATE: 03/16/07 JOB No. (5076.003) V cc SHEET �JlCDG OF 7 -•• -- r-% \ r-ii\ r-(-%-7t-%\ nn-7\ r\1A11-%c -\ /-%-I nn INDEX SHEET No. DESCRIPTION C100 COVER SHEET C101 SITE PLAN C102 DEVELOPMENT PLAN C103 STORMWATER POLLUTION PREVENTION PLAN C801 GENERAL DETAILS C802 STORMWATER POLLUTION PREVENTION DETAILS C901 SPECIFICATIONS Historic Fort Harrison 8901 Otis Avenue Indianapolis, Indiana 46216 -1037 317- 826 -7100 317- 826 -7200 Fax www.schneidereorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering CERTIFIED BY: MICHAM J. DIAMENTE, P.E. E —MAIL ADDRESS: mdiamente@schneidercorp.com THIS DRAWING AND THE IDEAS. DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION AND ARE NOT TO BE USED OR REPRODUCED IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEDER CORPORATION. © 2007, The Schneider Corporation N STE; No.10100357 IL j0 - STATE OF . �No I ANP / // / //� S /pN A` DATE: 03/16/07 JOB No. (5076.003) V cc SHEET �JlCDG OF 7 -•• -- r-% \ r-ii\ r-(-%-7t-%\ nn-7\ r\1A11-%c -\ /-%-I nn . . . .......... 57 ( I I r � I bo ( I I I I EXISTING SECTION 2 I LINCOLNSHIRE � I ► � I I t I i I � � I � � I I � I I � I I i j S89 32 41 W 298.23 30' DU &SE - f ( --- _ ; 15' LANDSCAPE BUFFER 4" SOLID WHITE I PAINTED LINES _ - - ........ ._. ^ ^.^ - _. _... TYPICAL (. g' T r l f t I {` 30' DU &SE i 14' _ r , ?j F f F1 LINCOLNSHIRE r; f ;t i I IQ g' 1 . i' SECTION 1 -^ I I ' ;' o BLOCK F h '- TYP. 1 , I I I( ) F 1` 77,748 S.F. B F f EXISTING SECTION 1 LINCOLNSHIRE 6 N 0 ..... .............. U." 64' OF 2' ROLL CURB TO 15' LANDSCAPE BUFFER BE REMOVED AND REPLACE WITH VALLEY CURB. I ! co ---................._ .... ----_ ........ ..... .............. I 1 d B ZD DU &SE ' 1 11 11 R w 0 w CD v' � o 227.48' © I A `r' 5' WALK I w z W O 9.5 ` j `s' 14.8' ' o ; o F= - I l s 6'-- i't'7 o W f P vo _ ; N U = ��, o Z (� Z �' ,�� ;' ,� ono. O O ! �° i � 1 `� 10' ' 6' FENCE 6' FENCE I Z z f .o f1 F-- f 4ccn; ° 10.0' f Z >G ,` ' 6 25.0 25.0 ;% I LCS W ;' a !' ;' Fil 5.0' 6 5.0 LANDSCAPE AREA ,f 1 CT; ° ❑ ❑ ( , o ' DECK :r r` h __j 21.0' ° KIDDIE POOL ,� f 16 x6 96 SQ.FT. r' ' LANDSCAPE ARE _DECK SWIMMING POOL 8.7' DECK' j y ° 52'x32' POOL ° 6' ORNAMENTAL FENCE PLAY AREA 1664 SQ.FT. � ' 11.8 ' `V co 110 � ' I 9.3 ; r DECK DECK o 5.5' . F 1 /r G 06 °° � 1 / ;' DECK - Ln I/r I OVERHEAD C.6 _ 13.4 ARBOR LATTICE o /, 3 N 5' WALK STRUCTURE 10' 28.3 0 28.3 N J� / 1 `/ O r' Q' Q' \� � 5 rf ; I� f °' OVERHEAD ARBOR /LATTICE ' ' I _ � I � 16.50 16.50 STRUCTURE 00 �, I � I ,' POOL HOUSE I 16.50' 16.50' C) 11 f W Z , I Q ; r / I I Lo c14 r , �, c�4j • _ .r CARLOW RUN 0 7 1 PV1 j 0 0 EXISTING SECTION 1 LINCOLNSHIRE � r N89'32'41 "E 7 229.01' 4 1 M_j P \V/� 4+ 6' 1 CDC -' 20 DU &SE C 0 {- P !_ {y� I jam. l n 17) " P\V/ 1 - i Ln rn r` ° f �D n+ r °- E i I Lf ; If I ice- 1 J ,i v /f t ., i 1 i I 1 i i i i ,r 17 (Z) LLJ w c=ry cn z CD o Cn Z U � Z X 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 IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. LAND DESCRIPTION (LINCOLNSHIRE POOL HOUSE) ASSUMED NORTH SCALE: 1 " =20' The Common Area "F" on the Secondary Plat of Lincolnshire, Section 1 Construction plans. 0 Concrete curb and walk 0 Handicapped Ramp 0 Asphalt Pavement 0 Pavement within R/W 0 Roll curb 0 Chairback Curb (Without Gutter) 0 5' Concrete Walk XREF: R: \5K \5076 \002 \DWGS \002BS PARKING SUPARAARY 0 9'x20' Parking Spaces - 7 0 9'x19' Parking Spaces - 3 ZL 9'x19' Parking Spaces - .2 z (FOR HANDICAP) z Total - 12 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 NOTE: PARKING, SIDEWALKS, POOLS, DECK AREA, AND POOL HOUSE BY OTHERS. SEE ARCHITECTURAL PLANS. 1. ALL RADIUS AND OTHER DIMENSIONS FOR CHAIRBACK CURB ARE TO BACK OF CURB. 2. ALL RADIUS AND OTHER DIMENSIONS FOR 2' ROLL CURB ARE TO BACK OF CURB 3. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS FOR EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. 4. VERIFY SIGN LOCATIONS AND SIGN REQUIREMENTS WITH LOCAL GOVERNING AUTHORITIES. 5. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 6. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 7. ALL DIMENSIONS TO THE BUILDINGS ARE TO THE OUTSIDE OF THE BUILDING FOUNDATION WALL. 8. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS. 9. 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. 10. SERVICE WALKS SHALL BE NON- REINFORCED CONCRETE 4" THICK AND WIDTH AS INDICATED ON PLANS. 11. 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 LINE PERPENDICULAR SIDEWALKS AT 6' INTERVALS OR LESS. 12. ALL PAVEMENT MARKINGS SHALL BE 4" WIDE WHITE PAINTED LINES, EXCEPT FOR HANDICAPPED MARKINGS. SEE DETAIL FOR HANDICAPPED MARKING. 13. SWIMMING POOL, POOL DECK AND FENCING TO BE CONSTRUCTED BY POOL CONTRACTORS. No.10100357 j On: STATE OF 7� /l Sl6N AL DATE: 3 -16 -07 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2007) 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 03/16/07 U z DRAWN BY: CHECKED BY: DCC SHEET TITLE: SITE PLAN DRAWING FILES: R: \5K \5076 \003 \DWGS \C101 XREF: 003BS XREF: R: \5K \5076 \001 \DWGS \001BS XREF: R: \5K \5076 \002 \DWGS \002BS XREF: R: \5K \5076 \001 \DWGS \5076001S SHEET NO.: (C n(an z z CID z Z z ° Q w Q H W DATE PROJECT 03/16/07 5076.003 DRAWN BY: CHECKED BY: DCC SHEET TITLE: SITE PLAN DRAWING FILES: R: \5K \5076 \003 \DWGS \C101 XREF: 003BS XREF: R: \5K \5076 \001 \DWGS \001BS XREF: R: \5K \5076 \002 \DWGS \002BS XREF: R: \5K \5076 \001 \DWGS \5076001S SHEET NO.: (C n(an '- ._- + ``_ ,- ____._ ----- � � • ' - 103 � C '` � �-� + `- -+- ��Q � I 57 +. 16 56 + EXI STI G SECTI ON 2 LI COLN SH I RE + # + ! 906.2 C " >< ii # # + + . --_.. N , MI I � I. '2 -._ / 911.8 � 30' DU &SEA # + 15' LANDSCAPE BUFFER ( 11 93 TC GU 1®TC 11 GUT '� �`• X. TC= 913.61 0 + M N L -1 I C��• I t EXISTING SECTION 1 LINCOLNSHIRE � I +�� + C�\ 64' OF 2' ROLL CURB TO t1 TC 15' LANDSCAPE BU ER BE REMOVED AND REPL�CE 911,38 UT WITH VALLEY CURB. LJ LJ 126A -T- _ 126 911.74 TG + TC - --' -- ---o r EX. DEBRIS GUARD �'�""`� / CP 911. 7 TC 911.24 GUT I I I I I I tl. __ --/ _ N / = r. 1 cuT # L✓ UF-- 30 DU &SE } r EX. INV -901.9 EX. TC 10.70 CD % �j C: 1.00 + T- + / 30 DU &SSE g � I 2 +65.2 2 +�0 EX. 18% RCP +O --"' ---- -- X50 / 1 LI 24 GUT 3 +27 48 3 +00 - # 911. 4 910.95 1 60 910 6 1.08% 911.30 911.84 O ��. �� 911.4 �� / -17§ 0 EX. TC= 910.53 � 911.4 GUT N + - - ____ __-.. �' LINCOLNSHIRE -- } S 91 '.$5 TC-1 - - 11.6 TC �.`�' l I I ECTION 1 # o� • �� y 1 / J / n » 735 GUT I I �0 911.15 GUT + / a BLOCK F\ o I TC ETC CN / / 77, 748 S.F. 1911.80 GUT r� 911,80 GUT 5 WAL -+- 912.30 TC 5' WALK # �, O % ✓ // / r 01 911.80 T {,� N a � - / r 91251 ( = o cW z / � / / - P � i w + 1 /+ / / / 91T78 + I Z OU / � % / / 6' FENCE 6' FENC,& % �-- - J C / + ` 2. % ---------, PV1 0. �o QD +00 1 +1 C I 91.18 - _ - -- ----------------- -- - 0- i r° + ME 1 14" E E! o C) f 1 1 C CY i N � 50' R/W i 1 r A_ 1 1 `.r I i r 1 1 j 1 ME 1 14" E E! qhmw!=01�m'F�01 HI I� r� X 914 t5 914,15 914,15 / 1 1 914.15 91415 X. T 9 .1 + LANDSCAPE AREA / s .117 / / O 1 1 / 913.2 0 I� 1 1 L0 DECK 914.30 / + 0-) LC-) ¢ i 914.80 / 1 CN t / / / f Q '� • 914.80 914.80 KIDDIE POOL / I--- +r LANDSCAP R DECK 16'x6' 96 SQ.F , / n + SWIMMING POOL DECK 'AIM ELEV =915. .0 �• / / / PLAY AREA 3 �J 52'x32' POOL'S ` 6 ORNAMENT` L FENCE + + / / ELEV= 912.50 v, + 1664 SQ.FL / / Uj / RIM ELEV= 915.00 -!- r r + / / / DEC DECK 914.80 912.5 / / ,4/ C3, 914.80 914,80 914.30 / it DECK / + / �� + / OVERHEAD / o / ARBOR /LATTICE / 915.00 914.55 14.0 # # r STRUCTURE 914 I / / VERHEAD ARBOR /LATTICE 1�11 5 4 # # STRUCTURE C Q N\. . m / POOL HOUSE ,f , 915.00 00 _ (�� Q + 1; FE- 915.37 +1 / �� ( �, 1 " WATER --I- Cam' 1: M Co°'co 107 EX. T = 913.10 ^[ Zw 1 I° U Z W Cn (n Z J Z U � Z Cn J LU J m N 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 IS -69 -1991. ASSUMED NORTH IT IS AGAINST THE LAW TO EXCAVATE „ , WITHOUT NOTIFYING THE UNDERGROUND SCALE: 1 = 20 LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. LAND DESCRIPTION (LINCOLNSHIRE POOL HOUSE) The Common Area "F" on the Secondary Plat of Lincolnshirel, Section 1 Construction plans. +J # SE VICE LA RAL , - { -.� ' ' UTILITIES / J 6" PVC LATERAL / ,' �, Indiana Underground Utility Location Service 1- 800 -382 -5544 was contacted on October � N / � � 25 EX. TC =10.69 J � CLEANOUT � � � ` `•..� , g y � ) obe 5, ,, 2004 for marking of utilities (confirmation #0410053075). -}- , BL TYPE 1 -L WATERLINE LATERA Water Sanitary Sewer Gas ASBUILT STUB LOCATION .-- SANITARY SEWER LATERAL q/k 20' DU &SE / Ph11 ;� ,�' , j Carmel Utilities Clay Township Regional Waste Vectren Energy Delivery I ASBUILT STUB LOCATION Y / �� r ; f 760 3RD Ave. SW Suite 110 10755 North College Avenue P.O. Box 1700 EX. 10 PVC J EX. TC 914 37 : ,�'%� , r Carmel, Indiana 46032 Carmel, Indiana 46032 Noblesville, Indiana 46061 ,r / �,, 317 - 571 -2648 317 - 844 -9200 317 - 776 -5534 �� Telephone Cable Television Electric Ameritech Insight Cablevision Cinergy _ -_�__� _T . ��-- �. r,' 220 North Meridian Street 15229 Stoney Creek Way 1DO S. Mill Creek Rd. -�"` r Indianapolis Indiana 46204 Noblesville, Indiana 46060 Noblesville, Indiana 46060 _ ._.- �__,EX. TC= 912.46 -- _ - - - p __ - --�-_ - - -- - �- - - - - - ____ - - - -- - --- - -- -- - -- -- - - - - - -- - - - 317 - 265 -4878 (317) 776 -0660 (317) 776 -5337 ---- -- - -- ---- -� " R PVI-CL/CL P 'r , Streets Storm sewer, Legal Drains PV1 C LU iN R 1 � � J � � � ,,-�' � r °°� Departrnent of Engineering Hamilton County Surveynr -�0 4 +00 4 +65 4.�1 r 3+10-- _ _... -- ~-'""�' � z� City of Carmel One Hamilton Count ,, ,. y y Square, Suite 188 '° One Civic Square Noblesville, Indiana 46060 n �, . b� � Carmel, Indiana 46032 912.74 913.84 80 914 - 914.2 8 C912.81 �, L.n + _ - - -- _ ° __._.. __._.� _ _ .......... _ _° __ _. __._ ___ __. _ _ __ _ _ _ - - - - r plans I provided y the + �__-- -- --°' �-- -�-'�- � .�' � - -�" Note The nature size and location of utilities are pe I and locations pro 'ded b - -- - _- __.� - -- - --- _..__ _ C�1 ...-- -- --- - - - - - '" ' ( respective utility companies. The above list constitutes some, if not all, of the utility companies which may provide service in the area of, and adjacent to, the subject project, based upon the 1 - is� information available through such plans and locations, and any incidental visual inspection. All .._._..... _____ _....._._........ ___....__ �� + N , -- A y (�� utility companies should be notified prior to any excavation for field location of services and v verification of size and nature of services. > 'Z:�" t 14 F1 1 � CSC 1 ._ .____ �� • / � C;\\' + U < E X f S-TI N G-SE 0 LINCOLN SHI E R 20' BL C� + 20 NOTE: PARKING, SIDEWALKS, POOLS, DECK AREA, AND POOL HOUSE BY OTHERS. SEE ARCHITECTURAL PLANS. 11MI'z [� 9M.4 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 C><I I N1 [_ N�� I 1 1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES, UNLESS NOTED OTHERWISE. 2. IT SHALL BE THE RESPONSIBILITY OF EACH SUBCONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE THE SUBCONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION OF EACH UTILITY BEFORE WORK IS STARTED. THE SUBCONTRACTOR SHALL NOTIFY IN WRITING THE OWNER AND THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN FIELD BEFORE WORK IS STARTED OR RESUMED. 3. STANDARD SPECIFICATIONS FOR THE CLAY TOWNSHIP REGIONAL WASTE DISTRICT SHALL APPLY FOR ALL SANITARY SEWER. 4. STANDARD SPECIFICATIONS FOR THE HAMILTION COUNTY SURVEYOR SHALL APPLY FOR ALL THE STORM SEWERS. 5. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES RUNNING UNDER OR WITHIN 5' OF PAVED AREAS TO BE BACKFILLED WITH GRANULAR MATERIAL. 6. 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. 7. SERVICE WALKS SHALL BE NON- REINFORCED CONCRETE 4" THICK AND WIDTH AS INDICATED ON PLANS, AND MUST COMPLY TO A.D.A. REQUIREMENTS. 8. EXPANSION JOINTS ARE TO BE PLACED AT ALL WALK INTERSECTION AND BETWEEN WALKS AND PLATFORMS. SIDEWALK SCORES ARE TO BE EQUALLY SPACED BETWEEN EXPANSION JOINTS. CONTRACTION JOINTS AND LIE PERPENDICULAR TO SIDEWALKS AT 5' INTERVALS OR LESS WITH A CONTRACTION JOINT EVERY 20' OR LESS. 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. Existing Storm Sewer New Storm Sewer Existing Sanitary Sewer low New Sanitary Sewer Existing Contour 000.00 New Pavement Grade 000.0 All Other Finish Grades Ooo Storm Structure Number OSanitary Structure Number Flow Arrow e,t Electric, Telephone W Water Z w No. 10100357 STATE OF \�<v NAL DATE: 3 -16 -07 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION, © COPYRIGHTED BY THE SCHNEIDER CORP, (2007) Schtl *id8gow 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 w w � I---I O z Z Z Z Z Z w Z o C) `.J O U U � o w r� W Q w DATE: PROJECT NO.: 03/16/07 5076.003 DRAWN BY: CHECKED BY: DCC SHEET TITLE: DEVELOPMENT PLAN DRAWING FILES: R: \5K \5076 \003 \DWGS \C102 XREF: 003BS XREF: R : \5K \5076 \001 \DWGS \001BS XREF: R : \5K \5076 \002 \DWGS \002BS XREF: R: \5K \5076 \001 \DWGS \5076001S SHEET NO.: (C n(a Z w No. 10100357 STATE OF \�<v NAL DATE: 3 -16 -07 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION, © COPYRIGHTED BY THE SCHNEIDER CORP, (2007) Schtl *id8gow 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 w w � I---I O z Z Z Z Z Z w Z o C) `.J O U U � o w r� W Q w DATE: PROJECT NO.: 03/16/07 5076.003 DRAWN BY: CHECKED BY: DCC SHEET TITLE: DEVELOPMENT PLAN DRAWING FILES: R: \5K \5076 \003 \DWGS \C102 XREF: 003BS XREF: R : \5K \5076 \001 \DWGS \001BS XREF: R : \5K \5076 \002 \DWGS \002BS XREF: R: \5K \5076 \001 \DWGS \5076001S SHEET NO.: (C n(a DATE: PROJECT NO.: 03/16/07 5076.003 DRAWN BY: CHECKED BY: DCC SHEET TITLE: DEVELOPMENT PLAN DRAWING FILES: R: \5K \5076 \003 \DWGS \C102 XREF: 003BS XREF: R : \5K \5076 \001 \DWGS \001BS XREF: R : \5K \5076 \002 \DWGS \002BS XREF: R: \5K \5076 \001 \DWGS \5076001S SHEET NO.: (C n(a �� - - I I -1 - ::::��.."__ q ,-----,-- ---z-�"' ____ '_-'-, �� ----' _ "' \ I 1z i / __ I - I ( � . / �� __ __ ___ i - ", _*4 -- t I r I __ ___ I ''� I- . -1 - ,,"5� / I '_' (_� . _'�'__ ' 1z I . 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I'll- - :1111111�1 I '-. - ______ _ .... � ... r, - 1! , a - I/ "zy- ____ - - -,---------- ,-.---.,- \---- I _� . . r : ,,, I :��' '�--< - -, �� I ill 4, ""'i""r-,J) - - ---------- - �. 111- .11111I.I.- - - - I '_1 ki � H -.--,.--,., I-, (-�\-'_) , \ f \. ' � V, �� 11 : "'_� + ___---- I � Q " \ i '�' ... i - i ! � � -1 \\ I __ . 8 � � \ \ + - i � / < P - - + f . ` | / `> I U ~' SECTION l / '�~ � � ' ` \ / | | ' � / �\� / � � r � LINCOLNSHIRE | | (�,\ | / ' " ` ^ ' .~ i| � 'W.` �~)' � | ~�� ,\ '' \ ``� k ' �' -'�� -_'j - - >�'� ��) HOLEY MQLI=-Y SAYS n DON'T DIG U U�U�"�n K]� "IT'S THE CALL 2 WORKING DAYS BEFORE YOU 0G �~~��-'��~~ 8 �� 5544 CALL TOLL FRB PER INDIANA STATE LAW |S-09-1981. IT |3 AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND L0CAT10N SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. ��UkX[F\ W��[�7-L� �1^�^�\�|Ni-L/ NORTH | SCALE: 1 w--20v Ift I 0 _= 8W- THE HORIZONTAL AND VERTICAL LOCATION DATA SHOWN ON THIS SURVEY ARE BA3ED 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 N0RTH A�ER|CAN DATUM (NAD83) UTILIZING THE CONTINUOUSLY OPERATING REFERENCE STATION /CORS\ ADJUSTMENT AS DETERMINED BY NGS. OPUS POINT #2OO 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 0F CENTERLINE OF T0WNE ROAD ELEVATION = 914.55 FT TBM 2 - CUT "X". S. BONNET BOLT, FIRE HYDRANT 30 FEET NORTH OF THE SOUTHWEST BOUNDARY CORNER ELEVATION = 815.38 FT TB� J - CUT "X". N. BONNET BOLT, FIRE HYDRANT 40 FEET NORTH OF CENTERLINE OF 141ST STREET, CENTER OF SITE ELEVATION = 814.54 FT TBM 4 - CUT "X"' S. BONNET BOLT, FIRE HYDRANT 30 FEET NORTH OF CENTERLINE 1413T 3TREET, 100 FEET WEST OF TDWNE ROAD ELEVATION = 011.98 FT U. .' . . .' . . .'. HATCH PATTERN DENOTES TEMPORARY SEEDING PERMA��k��W�NT ��|PJ2 NENT ~/��,nvu ��|�N �O�J��y� ��|�N��T ��~w`//w/v CONTROL ^��"/"/^�-/ FOR EROSION CONTROL DETAILS PARKING, SIDEWALKS, POOLS, DECK AREA, AND POOL HOUSE BY OTHERS. SEE ARCHITECTURAL : '�\'\'\\%\\�\� I I I I I I I q111 ;�' W . .a. _.' . __ �[ -0 �:' No.10100357 wc',:,��_ ?�� J)'=�g THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER ""'_ lr&4 �__ Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Telephone: 317.826.7100 Fax: 317.826.7200 Architecture Civil Engineering Environmental Engineering Geotechnical Services Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering LLJ __ LLLj V) \ f I CD I C:) = / F-_� (-) �� / V) _� �/ � _� C) �[:! �::) z �Z; /- ~~ �' -'�� -_'j - - >�'� ��) HOLEY MQLI=-Y SAYS n DON'T DIG U U�U�"�n K]� "IT'S THE CALL 2 WORKING DAYS BEFORE YOU 0G �~~��-'��~~ 8 �� 5544 CALL TOLL FRB PER INDIANA STATE LAW |S-09-1981. IT |3 AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND L0CAT10N SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. ��UkX[F\ W��[�7-L� �1^�^�\�|Ni-L/ NORTH | SCALE: 1 w--20v Ift I 0 _= 8W- THE HORIZONTAL AND VERTICAL LOCATION DATA SHOWN ON THIS SURVEY ARE BA3ED 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 N0RTH A�ER|CAN DATUM (NAD83) UTILIZING THE CONTINUOUSLY OPERATING REFERENCE STATION /CORS\ ADJUSTMENT AS DETERMINED BY NGS. OPUS POINT #2OO 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 0F CENTERLINE OF T0WNE ROAD ELEVATION = 914.55 FT TBM 2 - CUT "X". S. BONNET BOLT, FIRE HYDRANT 30 FEET NORTH OF THE SOUTHWEST BOUNDARY CORNER ELEVATION = 815.38 FT TB� J - CUT "X". N. BONNET BOLT, FIRE HYDRANT 40 FEET NORTH OF CENTERLINE OF 141ST STREET, CENTER OF SITE ELEVATION = 814.54 FT TBM 4 - CUT "X"' S. BONNET BOLT, FIRE HYDRANT 30 FEET NORTH OF CENTERLINE 1413T 3TREET, 100 FEET WEST OF TDWNE ROAD ELEVATION = 011.98 FT U. .' . . .' . . .'. HATCH PATTERN DENOTES TEMPORARY SEEDING PERMA��k��W�NT ��|PJ2 NENT ~/��,nvu ��|�N �O�J��y� ��|�N��T ��~w`//w/v CONTROL ^��"/"/^�-/ FOR EROSION CONTROL DETAILS PARKING, SIDEWALKS, POOLS, DECK AREA, AND POOL HOUSE BY OTHERS. SEE ARCHITECTURAL : '�\'\'\\%\\�\� I I I I I I I q111 ;�' W . .a. _.' . __ �[ -0 �:' No.10100357 wc',:,��_ ?�� J)'=�g THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER ""'_ lr&4 �__ Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Telephone: 317.826.7100 Fax: 317.826.7200 Architecture Civil Engineering Environmental Engineering Geotechnical Services Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering 1-nnnnnnn-11 C) �[:! �::) z �Z; �_) R� r_� 1 1 00010 - __j 4.5» T.C_ [RfVAT t "' At "I PONT � R �iF. �rt•W' #.r7�, + ; *i �yi •.,'!•bit AL + *rt •.MS!•b�# -err ". rtea•.'•�'¢.�.� SLVCRAM A{GATI: .,•s.r"s,f "r. rt bafi •, •.,rr . Ert'ir r�'rr *• rr *'�i•err •. �. •t.r•y.rrt „`r NOTES, ' san dLs are fvrr ed rd Stom W&IL t,wjI, bilk* f A4 OaM bt i?i1k4W iA. W $P4cg• 5p iry� 04 ke 5 ce tow f9i0I C411t* LI4w 1M be tad'ed ar WwR +® c�11 �t pwod vmteIi to 4 &PtIt of t�. , VALLEY GUTTER DETAIL w sod W: MILTON COUNTY HIGHWAY UEPART)JENT . U kM�R1KM UF�Y C ,p�.y�r,,5.yp�� ry{ �pp. �� •'j�J �y yy�r ,,./)r C-3 CAX VALLEY GUTTER- DETAIL (ROLL CURB) ,2 ceoi �e un a 9 GENERAL NOTES : 10 THESE DIMENSIONS ARE BASED ON A 4 IN. CURB HEIGHT. THEY SHALL BE PROPORTIONALLY ADJUSTED FOR OTHER CURB HEIGHTS. O WHERE SITE IF'EASIBILM PRECLUDES CONSTRUCTION TO THE WIDTH SHOWN, SUCH WIDTH MAY BE DECREASED TO A MINIMUM OF 3'-0•. O3 THE BOTTOM EDGE OF THE CURB RAMP SHALL BE FLUSH WITH THE EDGE OF ADJACENT PAVEMENT AND GUTTER LINE O LANDING AREAS AT THE TOP OF CURS RAMPS SHALL HAVE MAA MUM CROSS SLOPE OF 50:1 IN ANY DIRECTION. WHEN SITE INFEASIBILITY PRECLUDES A LANDING SLOPE OF 50:1 N ANY DIRECTION, THE SLOPE PERPENDICULAR TO THE CURB FACE SHALL NOT EXCEED 50: 1. O5 CLUDES CONSTRuaoN TO � SITE INFEASIBILITY PRE THE WIDTH SHM 1HE LANDING WIDTH MAY BE DECREASED TO S -0• LINMLA1. THE RUNNING SLOPE OF THE CURB RAMP MAY BE STEEPENED TO A MAXIMUM OF 10:1 FOR A MAXIMUM 6 IN. RISE. O DRAINAGE INLETS SHOULD BE LOCATED UPHILL FROM CURB RAMPS TO PREVENT PUDDLES AT THE PATH OF TRAVEL. O7 ALGEBRAIC DFFU04CE N GRADE BETWEEN THE BASE OF CURB RAMP AND THE GUTTER SHALL BE LIMITED TO LESS THAN 11IX F R IS NOT PRACTICAL. A 2-0' WIDE LEVEL STRIP SHALL BE PROVIDED. SEE DETAIL. SKETCH. M DETECTABLE WARNING ELEMENTS SETTING BED CONCRETE BASE INTEGRAL CURB O SLR =_ • Ais PAVEMENT 1/2- PREFORMED JOINT FILLER 0.4' -0.9• I I 0.9 » -1.4 8.33% + 5% - 13.33% > 11% 8.33% MA"MUM 5% MAXIMUM SE7CTION 0-0 SWAM PATTERN 37 2 PROVIDE. Z -O» LEVEL STRIP TRUNCATED DOMES USED IF ALGEBRAIC DIFFERENCE MAY BE MONOLITHIC WITH IN DETECTABLE WARNINGS EXCEEDS „% LEVEL STRIP. DELECTABLE WARNING BRICK CHA 'M OF GRADE BRUSHED SAND MIXTURE SETTING BED $12 I CONCRETE BASE 2' 2• 2 PAVEMENT 0.3• 0 BRICK SURFACE CONSTRUCTION a2M 12-1 tIFE PA. 016• PAVEMENT coNSTRUCTION OF CURB SE PERATED FROM RAMP 'm 1' -6• #5 x 2 =0- ALTERNATE CURB CONSTRUCTION HANDICAP RAMP DETAILS �� cso� CONCRETE WALK GRADE SLOPE: 6" 1/4 PER FOOT 1/4" R Cv SCORE 1/4" R ' 0000$0, r O$oDO r 6" O GRADE I (NEW OR EXISTING) I VARIES I PAVEMENT = Mqk 3.• � • 1 I, ;III = s�OpE I MPx 3 - IIII�III _ - 1111111- _ 111 ...111 CONCRETE CURB AND WALK ceoi SUBGRADE UNDER ALL CURB, SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS. 48' -0" BETWEEN EXPANSION JOINTS (MAX. CONCRETE SIDEWALK NOT TO SCALE SIDEWALK DETAIL 9 0801 HANDICAPPED PARKING SIGN 9' HANDICAPPED TYP. I-- 2" 9' 5' HANDICAPPED TYP. 8' FOR VAN ACCESSIBLE HANDICAP PARKING STALLS qo NO SCALE TYPICAL SWALE SECTION cao, GRADE (NEW OR EXISTING) -rrr- r 0- O 0 0 O 0 0 0 0 0 0 0- O r 0- O r 0- O 0 0- 0 r 0 -L 0 0 0 0 0 0 0 O 0 0 0° O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0° 0 o 0 00 o 0 Q 0 0° O 0 0 0 0 o 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 r 0 00 o O 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 r L 1 1" H.A.C. SURFACE 2" H.A.C. BASE 6" #53 STONE TYPICAL PAVEMENT SECTION � 3" OF TOPSOIL EARTH BACKFILL #53 COMPACTED STONE BASE C801 t • 0 V - O V- O V• 0 V• O V.0 V. 0 V. 0 V• O V• O v O 0 0. 0 0 0-0 0 0 . o 0 0• o 0 0• 0 0 0 0 0• o o O. 0 0 0. 0 0 0• 0 0• o 0 0 0 o n o 0 o e o .0 0.0 0.0 0•o 0.0 0.024 0 0.0 0.0 0.0 0 0 r o 0 0 0• . 0 0 0. 0 0 0. o 0 0• o 0 00 00 0• c 0 0• 0 0 0• u 0 0• c 0 0 o 0O. o0O. o0o. 0 °0.0 °0.000.000.o°O.000.oOo.o °o. 0 0 0 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 000.00 2' CONCRETE CHAIRBACK CURB r7 (WITHOUT GUTTER) 0801 (2 2" HMA #8 BINDER Q 3" HMA 5D BASE ® 7" #53 STONE PAVEMENT WITHIN- RZW C801 '� \'0 M O HNp�� P..�C- s rER �'L� /i '0 ... No.10100357 i O , STATE F F �NDI ANP.`\G� \` \ NM- �� DATE: 3 -16 -07 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONT A INED HEREIN AR E TH E E X CL USIVE 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. (2007) S 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 PROJECT NO.: ~ U Z � Ld CJ Z_ O� GENERAL DETAILS 0 57LL �-I v u- (C onn (UkU N W N O- W LL C LZ O I > W �� > �2 v° Z 6' -0" BETWEEN z iv7 � of z TRANSVERSE JOINTS H 48' -0" BETWEEN EXPANSION JOINTS (MAX. CONCRETE SIDEWALK NOT TO SCALE SIDEWALK DETAIL 9 0801 HANDICAPPED PARKING SIGN 9' HANDICAPPED TYP. I-- 2" 9' 5' HANDICAPPED TYP. 8' FOR VAN ACCESSIBLE HANDICAP PARKING STALLS qo NO SCALE TYPICAL SWALE SECTION cao, GRADE (NEW OR EXISTING) -rrr- r 0- O 0 0 O 0 0 0 0 0 0 0- O r 0- O r 0- O 0 0- 0 r 0 -L 0 0 0 0 0 0 0 O 0 0 0° O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0° 0 o 0 00 o 0 Q 0 0° O 0 0 0 0 o 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 r 0 00 o O 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 r L 1 1" H.A.C. SURFACE 2" H.A.C. BASE 6" #53 STONE TYPICAL PAVEMENT SECTION � 3" OF TOPSOIL EARTH BACKFILL #53 COMPACTED STONE BASE C801 t • 0 V - O V- O V• 0 V• O V.0 V. 0 V. 0 V• O V• O v O 0 0. 0 0 0-0 0 0 . o 0 0• o 0 0• 0 0 0 0 0• o o O. 0 0 0. 0 0 0• 0 0• o 0 0 0 o n o 0 o e o .0 0.0 0.0 0•o 0.0 0.024 0 0.0 0.0 0.0 0 0 r o 0 0 0• . 0 0 0. 0 0 0. o 0 0• o 0 00 00 0• c 0 0• 0 0 0• u 0 0• c 0 0 o 0O. o0O. o0o. 0 °0.0 °0.000.000.o°O.000.oOo.o °o. 0 0 0 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 000.00 2' CONCRETE CHAIRBACK CURB r7 (WITHOUT GUTTER) 0801 (2 2" HMA #8 BINDER Q 3" HMA 5D BASE ® 7" #53 STONE PAVEMENT WITHIN- RZW C801 '� \'0 M O HNp�� P..�C- s rER �'L� /i '0 ... No.10100357 i O , STATE F F �NDI ANP.`\G� \` \ NM- �� DATE: 3 -16 -07 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONT A INED HEREIN AR E TH E E X CL USIVE 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. (2007) S 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.: 03/16/07 U DRAWN BY: CHECKED BY: PRC SHEET TITLE: GENERAL DETAILS w w SHEET NO.: (C onn (UkU z z z � z C) w I-� w Q 1� M DATE: PROJECT NO.: 03/16/07 5076.003 DRAWN BY: CHECKED BY: PRC SHEET TITLE: GENERAL DETAILS DRAWING FILES: R: \5 \5076 \003 \DWGS \C801 SHEET NO.: (C onn (UkU STORMWATER POLLUTION PREVENTION PLAN INDEX Al Plan Index provided below A2 11 "07" Plat denoting lot numbers, boundaries and streets is provided separately. A3 Project Type: Commercial Lot, Construction Activity A4 Vicinity Map: Denoted on Sheet C100 A5 Legal Description of Project Site: See sheet C100 and NOI Letter. 76 Location of all lots and proposed site improvements: See sheet C101. Latitude 39'59' 30 "N, Longitude 8612' 00 'E. A7 14 Digit Hydrologic Unit Code: 051201090060 A8 State or Federal water quality permits: None A9 Specific points where stormwater discharge will leave the site: The majority of stormwater runoff from the site is directed to existing Inlet #E108 and Then into existing Lake 11. See Site Development Plan Sheet C101 -C102. A10 Location of all wetlands, lakes & water courses on and adjacent to site: None A11 Receiving Waters: Williams Creek Al2 Identification of potential discharges to groundwater. None known A13 100 Year Floodplains, Floodways and Flood Fringes: None A14 Pre- Construction and Post Construction Peak Discharge: 10 year Pre - Construction Peak Discharge = 34.5 CFS South. 100 Post Construction Peak Discharge = 13.4 CFS South.. A15 Adjacent Land Use (See Stormwater Pollution Prevention Plan - Sheet C103 for more information): North: Residential South: Residential East: Residential West: Residential A16 Locations and approximate boundaries of all disturbed areas: See Sheet C103 for locations: A17 Identification of existing vegetative cover. See Stormwater Pollution Prevention Plan - Sheet C103 A18 Soils Map including descriptions and limitations: See sheet C103 for soils map, description and limitations. A19 Locations, size and dimensions of proposed stormwater systems: See Site Development Plan Sheet C102 for proposed storm sewer system. A20 Locations, size and dimensions of any proposed off -site construction activities associated with his project: (None) A21 Locations of Soil Stockpiles: None required. A22 Existing site topography. See Site Development Plan Sheet C102 for existing site topography. A23 Proposed final topography. See Site Development Plan Sheet C102 for proposed site grading and drainage patterns. B 1 Description of potential pollutants sources associated with the construction activities: Silt and sediment from exposed soils, leaves, mulch, vehicular sources such as leaking fuel or oil, brake fluid, brake dust, trash, debris, biological agents found in trash, fertilizers, herbicides, pesticides, acid rain, lime dust and concrete washout. 82 Sequencing of stormwater quality implementation relative to land disturbance activities: See Construction Sequencing for Stormwater pollution Prevention notes on sheet C103. B3 Stable construction entrance location(s) and specifications. See Stormwater Pollution Prevention Plan Sheet C103 for location and Sheet C802 for construction entrance details and specifications. B4 Sediment control measures for sheet flow areas: See Stormwater Pollution Prevention Plan Sheet C103 for locations of sediment control measures and Sheet C802 construction details and specifications. R5 Sediment control measures for concentrated flow areas: See Stormwater Pollution Prevention Plan Sheet C103 for locations of sediment control measures and Sheet C802 construction details and specifications. B6 Storm sewer inlet protection measures, locations and specifications: See Stormwater Pollution Prevention Plan Sheet C103 for locations of inlet protection measures and Sheet C802 construction details and specifications. B7 Runoff control measures: See Stormwater Pollution Prevention Plan Sheet C103 for locations of runoff control measures and Sheet C802 construction details and specifications. 88 Stormwater outlet protection specifications: See Stormwater Pollution Prevention Pion Sheet C103 for locations of stormwater outlet control measures and Sheet C803 construction details and specifications. B9 Grade stabilization structure locations and specifications: None 810 Location, dimensions, specifications and construction details of each stormwater quality measure: See Stormwater Pollution Prevention Plan Sheet C103 for locations of various stormwater quality measures and Sheet C802 construction details and specifications. B11 Temporary surface stabilization methods appropriate for each season: See Stormwater Pollution Prevention Plan Sheet C103 for locations of temporary surface stabilization measures and Sheet C802 construction details and specifications. 012 Permanent surface stabilization specifications: See Stormwater Pollution Prevention Plan Sheet C103 for locations of permanent surface stabilization measures and Sheet C802 construction details and specifications. 913 Material handling and spill prevention plan: Purpose: The intention of this Spill Prevention, Control and Countermeasures (SPCC) is to establish the procedures and equipment required to prevent the discharge of oil and hazardous substances in quantities that violate applicable water quality standards, cause a sheen upon or discoloration of the surface of navigable waters or adjoining shorelines, or cause sludge or emulsion to be deposited beneath the surface of the water or adjoining shorelines. The Plan also establishes the activities required to mitigate such discharges (i.e., countermeasures) should they occur. Definitions: Pollutant: means pollutant of any kind or in any form, including but not limited to sediment, paint, cleaning agents, concrete washout, pesticides, nutrients, trash, hydraulic fluids, fuel, oil, petroleum, fuel oil, sludge, oil refuse, and oil mixed with wastes other than dredged soil. i hr Includes but is not limited to, any spilling, leaking, pumping, pouring, emitting, emptying, or dumping. Navigable Waters: Means all waters of the United States that are connected with a navigable stream, lake, or sea. [Note: This definition is usually interpreted to mean any wastewater (even normally dry wash or storm sewer) that eventually drains into a navigable stream]. Plan Review and Amendments: This Plan shall be reviewed and /or amended, if necessary, whenever there is a change in the design of the site, construction, operation, or maintenance which materially affects the site's potential for the discharge of regulated material. Prediction of Potential Spills: 1. Nearest Navigable Water: Mud Creek 2. Drainage System: All storm drainage leaves the site by open ditches and closed storm systems to the southwest. 3. Possible Spill Sources (During and post construction): Vehicular sources such as leaking fuel or oil, brake fluid, grease, antifreeze; construction trash and debris, biological agents found in trash and debris, fertilizers, household items including but not limited to cleaning agents, chemicals, paint, herbicides and pesticides. 4. Groundwater Contamination: The facility maintains NO above ground or under ground storage tanks at this site. Therefore, it is felt that there is little or no possibility of post construction groundwater contamination. The facility does have city sanitary sewer and city water. K�2 C802 INSTALLATION: 1. INSTALL GRAVEL CURB INLET PROTECTION AS SOON AS THE STREETS ARE PAVED IN A NEW DEVELOPMENT SITUATION OR BEFORE LAND DISTURBING ACTIVITIES IN STABILIZED AREAS. 6" HIGH, 12" WIDE GEOTECTILE FABRIC FILLED WITH No.2 STONE. (FABRIC -NUTEC 3NW SILT FENCE FABRIC OR APPROVED EQUAL) ONE FOOT OVERLAP ONTO THE CURB RUN B14 B15 C1 C2 C3 C4 � o C5 CURB INLET MAINTENANCE: * AFTER EACH STORM EVENT, REMOVE SEDIMENT AND REPLACE THE GRAVEL; REPLACE THE GEOTEXTILE FILTER FABRIC IF USED. * PERIODICALLY REMOVE SEDIMENT AND TRACKED -ON SOIL FROM THE STREET (BUT NOT BY FLUSHING WITH WATER) TO REDUCE THE SEDIMENT LOAD ON THE CURB INLET PRACTICE. * INSPECT PERIODICALLY, AND REPAIR DAMAGE CAUSED BY VEHICLES. * WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE GRAVEL, WIRE MESH, GEOTEXTILE FABRIC, AND ANY SEDIMENT AND DISPOSED OF THEM PROPERLY. COMMON CONCERNS: SEDIMENT NOT REMOVED FROM ROADWAY AND GRAVEL AND FABRIC NOT REPLACED FOLLOWING A STORM EVENT- - RESULTS IN INCREASED SEDIMENT TRACKING, TRAFFIC HAZARD, AND EXCESSIVE PONDING. DRAINAGE AREA TOO LARGE -- CAUSES SEDIMENT OVERLOAD AT THE INLET AND /OR BY -PASS FLOW. SLOPE TOO STEEP -- RESULTS IN BYPASS FLOW AND /OR DISLODGEMENT OF THE GRAVEL, AND HARDWARE CLOTH; CONSIDER REPLACING WITH OR USING IN COMBINATION WITH A SANDBAG CURB INLET PROTECTION (PRACTICE 3.64) GAVEL CURB INLET PROTECTION Alert Procedures for Spills: 1. Any personnel observing a spill will immediately instigate the following procedure: a.) Dialing "0" from any telephone. b.) Notify the appropriate emergency personnel. 2. The Emergency Coordinator will then take the following actions: a.) Barricade the area allowing no vehicles to enter or leave the spill zone. b.) Notify the Indiana Department of Environmental Management, Office of Emergency Response by calling the appropriate telephone number. Office 317- 233 -7745 Toll Free 800 - 233 -7745 Also the National Response Center at 800 - 4248802 and provide the following information: - Time of observation of the spill - Location of the spill - Identity of material spilled - Probable source of the spill - Probable time of the spill - Volume of the spill and duration - Present and anticipated movement of the spill - Weather conditions - Personnel at the scene - Action initiated by personnel C.) Notify the Fishers Fire Department Phone: 9 -1 -1 d.) Notify the Fishers Police Department Phone: 9 -1 -1 e.) Notify waste recovery contractor, maintenance personnel or other contractual personnel as necessary for cleanup. f.) Coordinate and monitor cleanup until the situation has been stabilized and all spills have been eliminated. g.) Cooperate with the IDEM -OER on procedures and reports involved with the event. Cleanup Parameters: 1. The Developer / Homeowners Association shall be continually kept informed, maintain lists of qualified contractors and available Vac - trucks, tank pumpers and other equipment readily accessible for clean -up operations. In addition, a continually updated list of available absorbent materials a n d c l ea n- up supp li es s h ou l d be kept o n site. 2. All maintenance personnel will be made aware of techniques for prevention of spills. They will be informed of the requirements and procedures outlined in this plan. They will be kept abreast of current developments or new information on the prevention of spills and / or necessary alterations to this plan. 3. When spills occur which could endanger human life and this becomes primary concern, the discharge of the life saving protection function will be carried out by the local police and fire departments. 4. Absorbent materials, which are used in cleaning up spilled materials, will be disposed of in a manner subject to the approval of the Indiana Department of Environmental Management. 5. Flushing of spilled material with water will not be permitted unless so authorized by the Indiana Department of Environmental Management. Monitoring and maintenance guidelines for pollution prevention measures: Straw Bale Dam Maintenance Requirements 1. Inspect straw bale dams after each storm event and promptly remove any sediment deposits to insure adequate storage volume for the next rain, taking care not to undermine the entrenched bales. 2. Inspect periodically for deterioration or damage from construction activities and repair immediately. 3. After the contributing drainage area has been stabilized, remove all straw bales and sediment deposits, bring the disturbed area to grade and stabilize it. Silt Fence Maintenance Requirements 1. Inspect the silt fence periodically and after each storm event. 2 If fence fabric tears, starts to decompose or in any way becomes ineffective, replace the affected portion immediately. 3. Remove deposited sediment when it reaches half the height of the fence at it's lowest point or is causing the fabric to bulge. 4. Take care to avoid undermining the fence during cleanout. 5. After the contributing drainage area has been stabilized, remove the fence and sediment deposits, bring the disturbed area to grade and stabilize it. Temporary Sediment Trap Maintenance Requirements 1. Inspect temporary sediment traps after each storm event and immediately repair any erosion and piping holes. 2. Remove sediment when it has accumulated to one -half the design depth. 3. Replace spillway gravel facing when clogged. 4. Inspect vegetation and re -seed if necessary. 5. Check the spillway depth periodically to insure a minimum of 1.5 ft depth from the lowest point of the settled embankment to highest point of the spillway crest and fill any low areas to maintain desired elevation. 6. Promptly replace any displaced rip -rap, being careful that no stones in the spillway are above design grade. 7. After all disturbed areas have been stabilized, remove the structure and sediment, smooth the site to blend with adjoining areas and stabilize it. Sandbag Curb Inlet Barrier Maintenance Requirements 1. Inspect frequently for damage by vehicular traffic and repair if necessary. 2. Inspect after each storm event. 3. Remove sediment, without flushing, when it reaches half the height of the barrier. 4. Deposit removed sediment where it will not enter storm sewer drains. Block and Gravel Curb Inlet Protection Maintenance Requirements 1. After each storm event remove the sediment and replace the gravel, replace the geotextile fabric if used. 2. Periodically remove sediment and tracked -on soil from the street, without flushing, to reduce the sediment load on the curb inlet protection. 3. Inspect periodically for damage and repair. Keep grates free of debris. 4. After the contributing drainage area has been stabilized, remove the gravel, wire mesh, geotextle fabric and sediment deposits and dispose of them properly. Erosion Control Blanket (Surface Applied) Maintenance Requirements 1. During vegetative establishment, inspect after each storm event for any erosion below the blanket. 2. If any area(s) shows erosion, pull back that portion of the blanket covering it, re- seed the area and relay and staple the blanket. 3. After vegetative establishment, check the treated area periodically. Temporary Gravel Construction Entrance Maintenance Requirements 1. Inspect entrance pad and sediment disposal area weekly and after storm events or heavy use. 2. Reshape as needed for drainage and runoff control. 3. Topdress with clean stone as needed. 4. Immediately remove mud and sediment tracked or washed onto streets by brushing or sweeping. Flushing should only be used if the water is conveyed into a sediment trap or basin. 5. Repair any broken road pavement immediately. Erosion & sediment control specifications for individual building lots: See Sheet C803 for Construction details and specifications for erosion & sediment control on individual building lots. Description of pollutants and their sources associated with the proposed land use: Silt and sediment from exposed soils, leaves, mulch, vehicular sources such as leaking fuel or oil, brake fluid, broke dust, grease, antifreeze, metals, rubber fragments, road grit, salts and sands, construction trash and debris, fertilizers, household items including but not limited to cleaning agents, chemicals, paint, miscellaneous home improvement materials, toys, clothing and animal waste, elevated storm runoff temperatures, acid rain, pesticides and pathogens. Sequence describing stormwater quality measure implementation: 1. Inspect and maintain all erosion control measures as detailed in the Stormwater Pollution Prevention Measures Maintenance Requirements beginning immediately after installation and continuing until vegetation has been sufficiently established and all construction activity is complete. 2. Remove all individual inlet protection and straw bale dams, silt fences, etc. only after seeding and sufficient vegetative growth has been established in each area to a point where sediment /pollutants will not enter the lake(s) or storm sewer system. 3. Inspection and maintenance of all common areas and infrastructure improvements is the responsibility of the owner /developer or his designee until improvements are accepted for maintenance by homeowners association or local agencies. Inspection and maintenance of BMP's shall follow time tables set forth in maintenance and operations manual. 4. Inspection and maintenance of individual lots is the responsibility of the builder or his designee until the homeowner's Association accepts responsibility for the individual lot. Description of proposed post construction stormwater quality measures: Site and facility design for stormwater quality protection on this site employs a multi -level strategy consisting of: 1. Multiple storm water detention ponds that slow storm water runoff to allow suspended solids to settle out as well as normalizing the temperature of storm runoff. Detention ponds also trap trash and debris for collection as part of maintenance program. Pond depths are designed to prevent resuspention of solids. 2. Gross lined rear yards swales at minimum slopes to slow and filter storm runoff and create infiltration. 3. On going maintenance by developer and homeowners association to insure that sediment, trash and pollutants do not enter the drainage system according to the BMP operations and maintenance manual. It is the intent of this plan that the implementation of the above described storm water quality measures be executed in accordance with the enclosed plans and details in order to meet the requirements of Rule 5 storm water quality. Location, dimensions, specifications and construction details of stormwater quality measures: See Stormwater Pollution Prevention Plan Sheet C103 for locations of permanent stormwater quality measures and Sheet C803 construction details and specifications. Description of maintenance guidelines for proposed water quality measures: See attached BMP Operations and Maintenance Manual. r%UU1 IIVI \ /1L JIVi %iyiy►r11Lix i VLLV IIVI\ 1 1\LYLI`I IIVIV MEASURES VEHICLE & EQUIPMENT MAINTENANCE Description and Purpose Prevent or reduce the contamination of stormwater resulting from vehicle and equipment maintenance by running a "dry and clean site ". The best option would be to perform maintenance activities at an offsite facility. If this option is not avoilable then work should be performed in designated areas only, while providing cover for materials stored outside, checking for leaks and spills, and containing and cleaning up spills immediately. Suitable Applications These procedures are suitable on all construction projects where an onsite yard area is necessary for storage and maintenance of heavy equipment and vehicles. Limitations Onsite vehicle and equipment maintenance should only be used where it is impractical to send vehicles and equipment offsite for maintenance and repair. Sending vehicles /equipment offsite should be done in conjunction with a Stabilized Construction Entrance/Exit Outdoor vehicle or equipment maintenance is a potentially significant source of stormwater pollution. Activities that can contaminate stormwater include engine repair and service, changing or replacement of fluids, and outdoor equipment storage and parking (fluid leaks). Implementation If maintenance must occur onsite, use designated areas, located away from drainage courses. Dedicated maintenance areas should be protected from stormwater runon and runoff, and should be located at least 50 ft from downstream drainage facilities and watercourses. Drip pans or absorbent pads should be used during vehicle and equipment maintenance work that involves fluids, unless the maintenance work is performed over an impermeable surface in a dedicated maintenance area. Place a stockpile of spill cleanup materials where it will be readily accessible. All fueling trucks and fueling areas are required to have spill kits and /or use other spill protection devices. Use adsorbent materials on small spills. Remove the absorbent materials promptly and dispose of properly. Inspect onsite vehicles and equipment daily at startup for leaks, and repair immediately. Keep vehicles and equipment clean; do not allow excessive build -up of oil and grease. Segregate and recycle wastes, such as greases, used oil or oil filters, antifreeze, cleaning solutions, automotive batteries, hydraulic and transmission fluids. Provide secondary containment and covers for these materials if stored onsite. Train employees and subcontractors in proper maintenance and spill cleanup procedures. Drip pans or plastic sheeting should be placed under all vehicles and equipment placed on docks, barges, or other structures over water bodies when the vehicle or equipment is planned to be idle for more than 1 hour. Properly dispose of used oils, fluids, lubricants, and spill cleanup materials. Do not place used oil in a du m pste r or pour into a storm drain or watercourse. Properly dispose of or recycle used batteries. Do not bury used tires. Repair leaks of fluids and oil immediately. Listed below is further information if you must perform vehicle or equipment maintenance onsite. Inspection and Maintenance Inspect and verify that BMPs are in place prior to the commencement of associated activities. While activities associated with the BMP are under way, inspect weekly to verify continued BMP implementation. Keep ample supplies of spill cleanup materials onsite. Maintain waste fluid containers in leak proof condition. Vehicles and equipment should be inspected on each day of use. Leaks should be repaired immediately or the problem vehicle(s) or equipment should be removed from the project site. Inspect equipment for damaged hoses and leaky gaskets routinely. Repair or replace as needed. VEHICLE AND EQUIPMENT FUELING Description and Purpose Vehicle equipment fueling procedures and practices are designed to prevent fuel spills and leaks, and reduce or eliminate contamination of stormwater. This can be accomplished by using offsite facilities, fueling in designated areas only, enclosing or covering stored fuel, implementing spill controls, and training employees and subcontractors in proper fueling procedures. Limitations Onsite vehicle and equipment fueling should only be used where it is impractical to send vehicles and equipment offsite for fueling. Sending vehicles and equipment offsite should be done in conjunction with a Stabilized Construction Entrance/ Exit. Implementation Use offsite fueling stations as much ,as possible. These businesses are better equipped to handle fuel and spills properly. Performing this work offsite can also be economical by eliminating the need for a separate fueling area at a site. Discourage "topping -off of fuel tanks. Absorbent spill cleanup materials and spill kits should be available in fueling areas and on fueling trucks, and should be disposed of properly after use. Drip pans or absorbent pads should be used during vehicle and equipment fueling, unless the fueling is performed over an impermeable surface in a dedicated fueling area. Use absorbent materials on small spills. Do not hose down or bury the spill. Remove the adsorbent materials promptly and dispose of properly. Avoid mobile fueling of mobile construction equipment around the site; rather, transport the equipment to designated fueling areas. Train employees and subcontractors in proper fueling and cleanup procedures. Dedicated fueling areas should be protected from stormwater runon and runoff, and should be located at least 50 ft away from downstream drainage facilities and watercourses. Fueling must be performed on level -grade areas. Protect fueling areas with berms and dikes to prevent runon, runoff, and to contain spills. Nozzles used in vehicle and equipment fueling should be equipped with an automatic shutoff to control drips. Fueling operations should not be left unattended. Federal, state, and local requirements should be observed for any stationary above ground storage tanks. Inspection and Maintenance Vehicles and equipment should be inspected each day of use for leaks. Leaks should be repaired immediately or problem vehicles or equipment should be removed from the project site. Keep ample supplies of spill cleanup materials onsite. Immediately clean up spills and properly dispose of contaminated soil and cleanup materials. SOLID WASTE MANAGEMENT Description and Purpose Solid waste management procedures and practices are designed to prevent or reduce the discharge of pollutants to stormwater from solid or construction waste by providing designated waste collection areas and containers, arranging for regular disposal, and training employees and subcontractors. Suitable Applications This BMP is suitable for construction sites where the following wastes are generated or stored: Solid waste generated from trees and shrubs removed during land clearing, demolition of existing structures (rubble), and building construction Packaging materials including wood, paper, and plastic Scrap or surplus building materials including scrap metals, rubber, plastic, glass pieces and masonry products Domestic wastes including food containers such as beverage cans, coffee cups, paper bags, plastic wrappers, and cigarettes Construction wastes including brick, mortar, timber, steel and metal scraps, pipe and electrical cuttings, nonhazardous equipment parts, styrofoom and other materials send transport and package construction materials Implementation The following steps will help keep a clean site and reduce stormwater pollution: Select designated waste collection areas onsite. Inform trash - hauling contractors that you will accept only watertight dumpsters for onsite use. Inspect dumpsters for leaks and repair any dumpster that is not watertight. Provide an adequate number of containers with lids or covers that can be placed over the container to keep rain out or to prevent loss of wastes when it is windy. Plan for additional containers and more frequent pickup during the demolition phase of construction. Collect site trash daily, especially during rainy and windy conditions. Remove this solid waste promptly since erosion and sediment control devices tend to collect litter. Make sure that toxic liquid wastes (used oils, solvents, and paints) and chemicals (acids, pesticides, additives, curing compounds) are not disposed of in dumpsters designated for construction debris. Do not hose out dumpsters on the construction site. Leave dumpster cleaning to the trash hauling contractor. Arrange for regular waste collection before containers overflow. Clean up immediately if a container does spill. Make sure that construction waste is collected, removed, and disposed of only at authorized disposal areas. Collection. Storage. and Disposal Littering on the project site should be prohibited. To prevent clogging of the storm drainage system, litter and debris removal from drainage grates, trash racks, and ditch lines should be a priority. Trash receptacles should be provided in the contractor's yard, field trailer areas, and at locations where workers congregate for lunch and break periods. Litter from work areas within the construction limits of the project site should be collected and laced in watertight dumpsters at least weekly, regardless of whether the litter was generated by he contractor, the public, or others. Collected litter and debris should not be placed in or next to drain inlets, stormwater drainage systems, or watercourses. Dumpsters of sufficient size and number should be provided to contain the solid waste generated by the project. Full dumpsters should be removed from the project site and the contents should be disposed of by the trash hauling contractor. Construction debris and waste should be removed from the site biweekly or more frequently as needed. Construction material visible to the public should be stored or stacked in an orderly manner. Stormwater runon should be prevented from contacting stored solid waste through the use of berms, dikes, or other temporary diversion structures or through the use of measures to elevate waste from site surfaces. Solid waste storage areas should be located at least 50 ft from drainage facilities and watercourses and should not be located in areas prone to flooding or ponding. Inspection and Maintenance Inspect and verify that activity -based BMPs are in place prior to the commencement of associated activities. While activities associated with the BMP are under way, inspect weekly to verify continued BMP implementation. Inspect BMPs subject to non- stormwater discharge daily while non - stormwater discharges occur ULnnluvnv MW rvmr111y Vr L1 \M11VI \J Inspect construction waste area regularly. Arrange for regular waste collection. )NCRETE WASHOUT The following steps will help reduce stormwater pollution from concrete wastes: Discuss the concrete management techniques described in this BMP (such as handling of concrete waste and washout) with the ready -mix concrete supplier before any deliveries are made. Incorporate requirements for concrete waste management into material supplier and subcontractor agreements. Store dry and wet materials under cover, away from drainage areas. A 'd t f fr h t Description and Purpose Dewatering operations are practices that manage the discharge of pollutants when non - stormwater and accumulated precipitation must be removed from a work location so that construction work may be accomplished. Suitable Applications These practices are implemented for discharges of nonstormwater from construction sites. Non - stormwaters include, but are not limited to, groundwater, water from cofferdams, water diversions, and waters used during construction activities that must be removed from a work area. Practices identified in this section are also appropriate for implementation when managing the removal of accumulated precipitation(stormwater) from depressed areas at a construction site. Limitations Site conditions will dictate design and use of dewatering operations. The controls discussed in this best management practice (BMP) address sediment only. The controls detailed in this BMP only allow for minimal settling time for sediment particles. Use only when site conditions restrict the use of the other control methods. Dewatering operations will require, and must comply with, applicable local permits. Implementation Dewatering discharges must not cause erosion at the discharge point. A variety of methods can be used to treat water during dewatering operations. Several devices are presented below and provide options to achieve sediment removal. The size of particles present in the sediment and Permit or receiving water limitations on sediment are key considerations for selecting sediment treatment option(s); in some cases, the use of multiple devices may be appropriate. Sediment Basin Description: A sediment basin is a temporary basin with a controlled release structure that is formed by excavation or construction of an embankment to detain sediment -laden runoff and allow sediment to settle out before discharging. Sediment basins are generally larger than Sediment Traps. Appropriate Applications: Effective for the removal of gravel, sand, silt, some metals that settle out with the sediment, and trash. Implementation: Excavation and construction of related facilities is required. Temporary sediment basins must be fenced if safety is a concern. Outlet protection is required to prevent erosion at the outfall location. Maintenance: Maintenance is required for safety fencing, vegetation, embankment, inlet and outfall structures, as well as other features. Removal of sediment is required when the storage volume is reduced by one -half. Sediment Trap Description: A sediment trap is a temporary basin formed by excavation and /or construction of an earthen embankment across a waterway or low drainage area to detain sediment -laden runoff and allow sediment to settle out before discharging. Sediment traps are generally smaller than Sediment Basins. Appropriate Applications: Effective for the removal of large and medium sized particles (sand and gravel) and some metals that settle out with the sediment. Implementation: Excavation and construction of related facilities is required. Trap inlets should be located to maximize the travel distance to the trap outlet. Use rock or vegetation to protect the trap outlets against erosion. Maintenance: Maintenance is required for vegetation, embankment, inlet and outfall structures, as well as other features. Removal of sediment is required when the storage volume is reduced by one - third. Gravity Bag Filter Description: A gravity bag filter, also referred to as a dewatering bag, is a square or rectangular bag made of non -woven geotextile fabric that collects sand, silt, and fines. Appropriate Applications: Effective for the removal of sediments (gravel, sand, and silt). Some metals are removed with the sediment. Implementation: Water is pumped into one side of the bag and seeps through the bottom and sides of the bag. A secondary barrier, such as a rock filter bed or straw /hay bale barrier, is placed beneath and beyond the edges of the bag to capture sediments that escape the bag. Maintenance: Inspection of the flow conditions, bag condition, bag capacity, and the secondary barrier is required. Replace the bag when it no longer filters sediment or passes water at a reasonable rate. The bag is disposed of offsite. voi mixmg excess amour s o es concre e. Perform washout of concrete trucks offsite or in designated areas only. Do not wash out concrete trucks into storm drains, open ditches, streets, or streams. Do not allow excess concrete to be dumped onsite, except in designated areas. For onsite washout: - Locate washout area at least 50 feet from storm drains, open ditches, or water bodies. - Do not allow runoff from this area by constructing a temporary pit or bermed area large enough for liquid and solid waste. - Wash out wastes into the temporary pit where the concrete can set, be broken up, and then disposed properly. - Avoid creating runoff by draining water to a bermed or level area when washing concrete to remove fine particles and expose the aggregate. - Do not wash sweepings from exposed aggregate concrete into the street or storm drain. Collect and return sweepings to aggregate base stockpile or dispose in the trash. SILT FENCE Silt Fence shall be a machine produced, non -woven geotextile of 100% polypropylene meeting the physical properties below. All stakes shall be 2 X 2 hardwood a dwood 36 " tall with 24 " tall lath stapled to stakes over fabric as reinforcement. All silt fence shall be prefabricated by the supplier. No field assembly will be accepted. Fabric Weight ............................ ............................... 4 oz /syd Grab Strength ........................... ............................... Warp 125 lbs. Elongation................................. ............................... Warp 50 % Trapezoidal Tear Strength ........ ............................... 50 lbs. Burst Strength .......................... ............................... 200 psi UV Resistance ........................... ............................... > 70 % A. O. S .......................................... ............................... 50-80 Slurry Flow Rate ....................... ............................... 225 gpm /sq. ft Sediment Retention .................. ............................... 75 % ant rence MaLI Fence Post Fence Post Should be Buried 1' Below Ground Surface 4 C802 r- Stakes ® 5' O.C. Ground Surface ice Material Should be Buried 8" Below Ground Surface. SILT FENCE DETAIL NO SCALE Ru if 24" \--" ' "" W LINL IN51UL OF 511_1 FLNUL WITH HOG1 (FANEL WIRE OR 6 x 6 W.W.F. ON ALL FOUR SIDES. BEEHIVE INLET OR DRAINAGE COVER 7 W LATHS SILT FENCE MATERIAL SILT FENCE EXTENDS �� 6" BELOW FINISHED GRADE � i , � ", W� NOTE: 1. SEE SILT FENCE DETAIL FOR MATERIAL SPECIFICATIONS. 2. SILT FENCE SHALL BE PREASSEMBLED BY SUPPLIER. r�i � C802 INLET PROTECTION - SILT FENCE Dandy Boo Installation and Maintenance Guidelines Installation: The empty Dandy Bag® should be placed over the grate as the grate stands on end. If using optional oil absorbents; place absorbent pillow in pouch, on the bottom (below -grade side) of the unit. Attach absorbent pillow to tether loop. Tuck the enclosure flap inside to completely enclose the grate. Holding the lifting devices (do not rely on lifting vi t g de ces to support the entire weight of the grate), place the grate into its frame. Maintenance: Remove all accumulated sediment and debris from surface and vicinity of unit after each storm event. Remove sediment that has accumulated within the containment area of the Dandy Bag ® as needed. If using optional oil absorbents; remove and replace absorbent pillow when near saturation. ( LIFTING STRAPS ALLOW EASY MOVEMENT OF UNIT WITH GRATE DANDY BAG® � FLAP FOLDS OVER VELCRO CLOSURE - STANDARD FABRIC IS AN ORANGE WOVEN MONOFILIMENT . -- r%A A1r%V fl A/1 PAVED AREA INLET PROTECTION - DANDY BAG 3 SCALE: NONE C802 EVALUATION FOR CONSTRUCTION PROJECTS A trained individual shall perform a written evaluation of the project site. a. By the end of the next business day following each rainfall that exceeds 0.5" b. A minimum of one (1) time per week Project Name: Murphy Hall Pool House Name of Trained Individual: Is this Evaluation followina a rainfall Yes Date of Inspection: No If ves. date the rnin .tnnneri- Inrhae No. I PROBLEM or CONCERN YES I NO N/A 1. I Is the site information posted at the entrance? >-4 w STORMWATER POLLUTION 2. Are all necessary permits attained and special provisions being implemented? R: \5K \5076 \003 \DWGS \C802 SHEET NO.: 3. Is a construction entrance installed? Is it effective? Is it enough a4 4. Public and private streets are clean? 0 5. Are appropriate practices installed where stormwater leaves the site? Z � 6. Silt fence is entrenched into the round? Q Z Q 7. Silt fence is upright? Fabric and stakes meet specifications? Fabric is not to torn? Z Z O Terminated to higher round? Property joined at ends? � C) � 8. 1 Sediment basins and traps are installed according to the Ian? The pipe or rock spillway is functional? -:11 U �C:..) 4 9. The earthwork for erosion and sediment control practices is properly graded, seeded and /or mulched? w 10. Diversions swales and/or waterbars are installed to plan and protected? w 11. Perimeter practices have adequate capacity and do not need to be cleaned out? a 12. Inlet protection is installed on all functional inlets? not filter fabric under rate F 13. Inlet protection is installed so water does not flow under it? co 14. The frame, cross-bracing and/or stakes are adequate and meetspecifications? 15. The fabric straw, mulch and/or stone is intact without holes or tears? 16. Catch basin insert protection is installed where required? 17. Sediment has been removed from the practice? 18. Swales and ditches have been stabilized or protected? 19. Stormwater outlets are adequately stabilized? 20. Temporary stabilization of distributed ground has been addressed? 21. Disturbed areas that will lie dormant for 15 days are planned to be protected? 22. 1 All protected dormant areas meet a minimum 70% coverage 23. Growing vegetation has sufficient water and/or nutrients to row? 24. Permanent stabilization of disturbed ground is progressing through the project? 25. Final grading and stabilization is progressing on completed areas? 26. I o erl re ared for seeding? 27. Hard or soft ormoring is installed where natural vegetation will erode? 28. Water pumping operations have a protected outlet and discharge water is clear? 29. A designated washout is established for concrete trucks? 30. A dumpster is onsite for trash disposal? 31. 1 Fuel tanks and other toxic materials are safely stored and protected? 32. Smaller construction sites not required to file a separate N01 are complying with the overall Ian? 33. 34. ALL PROBLEMS OR CONCERNS NEED TO BE ADDRESSED WITH A CORRECTIVE ACTION Identify the problem by number and /or provide additional explanation as needed. Developer Representative contacted, name and date: Contractor Representative contacted, name and date: Report Submitted by Certification Signature: _ Date: Date: Date: \��\\ \OHN 11��/// J V ..-- ....�/ // P s r q /�/ - \� ,�_ f'QF r'yj, %/ �. _. %'� N . * �; 010100357 �-. w= j 0 - STATE OF . , / �= yJ - NDI AN P. � \ �il 1 111 \ \ \ \ \ \ \ \\\\\\� I -X,!._0 -4 ____� ,a , - DATE: 3 -16 -07 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2007) C 5) i Schn�der 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 DATE: PROJECT NO.: 03/16/07 5076.003 DRAWN BY: CHECKED BY: DCC >-4 w STORMWATER POLLUTION PREVENTION DETAILS DRAWING FILES: R: \5K \5076 \003 \DWGS \C802 SHEET NO.: W W a4 H11 0 Z � V) O Q Z Q F. Z Z O li.._� � C) � O -:11 U �C:..) 4 �R; O w l._� w a F co DATE: PROJECT NO.: 03/16/07 5076.003 DRAWN BY: CHECKED BY: DCC SHEET TITLE: STORMWATER POLLUTION PREVENTION DETAILS DRAWING FILES: R: \5K \5076 \003 \DWGS \C802 SHEET NO.: 011•uC�ii a*601 Description: A sediment basin is a temporary basin with a controlled release structure that is formed by excavation or construction of an embankment to detain sediment -laden runoff and allow sediment to settle out before discharging. Sediment basins are generally larger than Sediment Traps. Appropriate Applications: Effective for the removal of gravel, sand, silt, some metals that settle out with the sediment, and trash. Implementation: Excavation and construction of related facilities is required. Temporary sediment basins must be fenced if safety is a concern. Outlet protection is required to prevent erosion at the outfoll location. Maintenance: Maintenance is required for safety fencing, vegetation, embankment, inlet and outfall structures, as well as other features. Removal of sediment is required when the storage volume is reduced by one -half. Sediment Trap Description: A sediment trap is a temporary basin formed by excavation and /or construction of an earthen embankment across a waterway or low drainage area to detain sediment -laden runoff and allow sediment to settle out before discharging. Sediment traps are generally smaller than Sediment Basins. Appropriate Applications: Effective for the removal of large and medium sized particles (sand and gravel) and some metals that settle out with the sediment. Implementation: Excavation and construction of related facilities is required. Trap inlets should be located to maximize the travel distance to the trap outlet. Use rock or vegetation to protect the trap outlets against erosion. Maintenance: Maintenance is required for vegetation, embankment, inlet and outfall structures, as well as other features. Removal of sediment is required when the storage volume is reduced by one - third. Gravity Bag Filter Description: A gravity bag filter, also referred to as a dewatering bag, is a square or rectangular bag made of non -woven geotextile fabric that collects sand, silt, and fines. Appropriate Applications: Effective for the removal of sediments (gravel, sand, and silt). Some metals are removed with the sediment. Implementation: Water is pumped into one side of the bag and seeps through the bottom and sides of the bag. A secondary barrier, such as a rock filter bed or straw /hay bale barrier, is placed beneath and beyond the edges of the bag to capture sediments that escape the bag. Maintenance: Inspection of the flow conditions, bag condition, bag capacity, and the secondary barrier is required. Replace the bag when it no longer filters sediment or passes water at a reasonable rate. The bag is disposed of offsite. EVALUATION FOR CONSTRUCTION PROJECTS A trained individual shall perform a written evaluation of the project site. a. By the end of the next business day following each rainfall that exceeds 0.5" b. A minimum of one (1) time per week Project Name: Murphy Hall Pool House Name of Trained Individual: Is this Evaluation followina a rainfall Yes Date of Inspection: No If ves. date the rain stnnnpd- Inr,hAe No. PROBLEM or CONCERN YES Alert Procedures for Spills: ' """ 1"111 .- -I "r` #.Uy `I_.1 ' "_ "' 11 ' ' ' " ' "' '' " ' Implementation STORMWATER POLLUTION PREVEN110N PLAN INDEX 1. Any personnel observing a spill will immediately instigate the following MEASURES The following help keep Are all necessary permits attained and special provisions beinq implemented? R: \5K \5076 \003 \DWGS \C802 a., procedure: VEHICLE & EQUIPMENT MAINTENANCE steps will a clean site and reduce stormwater pollution: Z O Z a.) Dialing "0" from any telephone. 1 Public and private streets are clean? Q Al Plan Index provided below 5. b.) Notify the appropriate emergency personnel. Description and Purpose Select designated waste collection areas onsite. A2 A3 11 "07' Plat denoting lot numbers, boundaries and streets is provided separately. Project Type: Commercial Lot, Construction Activity Silt fence is entrenched into the round? 2. The Emergency Coordinator will then take the following actions: a.) Barricade the area allowing no vehicles to enter or leave the Prevent or reduce the contamination of stormwater resulting from vehicle and equipment 9 Inform trash- hauling contractors that you will accept only watertight dumpsters for onsite A4 Vicinity Map: Denoted on Sheet C100 spill zone. maintenance by running a "dry and clean site ". The best option would be to perform use. A5 A6 Legal Description of Project Site: See sheet C100 and NOI Letter. 9 P Location of all lots and proposed site improvements: See sheet C101. w Ql b.) Notify the Indiana Department of Environmental Management, Office of Emergency Response b calling the appropriate 9 Y P Y 9 maintenance activities at an offsite facility. If this option is not available then work should be performed in designated areas only, while providing cover for materials stored outside, Inspect dumpsters for leaks and repair any dumpster that is not watertight. Latitude 39'59' 30 "N, Longitude 86'12' 00 "E. 9 telephone number. 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 laced over the q P A7 14 Digit Hydrologic Unit Code: 051201090060 10. Toll Free 800 - 233 -7745 Suitable Applications container to keep rain out or to prevent loss of wastes when it is windy. A8 A9 State or Federal water quality permits: None Specific points where stormwater discharge will leave the site: The majority of I Perimeter practices have adequate capacity and do not need to be cleaned out? Also the National Response Center at 800 - 424 -8802 and provide the l Resin a Center a P g Cn w Plan for additional containers and more frequent pickup during the demolition phase of 12. stormwater runoff from the site is directed to existing Inlet #E108 and Then into - Time of observation of These procedures are suitable on all construction projects where an onsite yard area is construction. Inlet protection is installed so water does not flow under it? existing Lake J1. See Site Development Plan Sheet C101 -C102. necessary for storage and maintenance of heavy equipment and vehicles. 1 The frame, cross-bracing and/or stakes are adequate and meet specifications'.? A10 Location of all wetlands, lakes & water courses on and adjacent to site: None the spill - Location of the spill Limitations Collect site trash daily, especially during rainy and windy conditions. 711 Receiving Waters: Williams Creek 16. - Identity of material spilled Al2 A13 Identification of potential discharges to groundwater. None known 100 Year Floodplains, Floodways and Flood Fringes: None Sediment has been removed from the practice? - Probable source 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 A14 Pre - Construction and Post Construction Peak Discharge: - Probable time of the spill - Volume of the spill and duration send vehicles and equipment offsite for maintenance and repair. Sending vehicles /equipment collect litter. Stormwater outlets are adequately stabilized? 10 year Pre - Construction Peak Discharge = 34.5 CFS South. - Present and anticipated movement of the spill offsite should be done in conjunction with a Stabilized Construction Entrance/Exit. Outdoor Make sure that toxic liquid wastes (used oils, solvents, and paints) and chemicals (acids, 100 Post Construction Peak Discharge = 13.4 CFS South.. - Weather conditions v r m nn vehicle o equipment maintenance is a potentially significant source of stormwater pollution. pesticides, additives, curing compounds) are not disposed of in dumpsters designated for A15 Adjacent Land Use (See Stormwoter Pollution Prevention Plan - Sheet C103 for more 22. - Personnel at the scene Activities that can contaminate stormwater include engine repair and service, changing or construction debris. information): Growing vegetation has sufficient water and/or nutrients to row? - Action initiated by personnel replacement of fluids, and outdoor equipment storage and parking (fluid leaks). 24. North: Residential c.) Notify the Fishers Fire Department Phone: 9 -1 -1 Implementation Do not hose out dumpsters on the construction site. Leave dumpster cleaning to the trash Final grading and stabilization is progressing on completed areas? South: Residential d.) Notify the Fishers Police Department Phone: 9 -1 -1 26. hauling contractor. East: Residential West: Residential e.) Notify waste recovery contractor, maintenance personnel or other contractual personnel as necessary for cleanup. If If maintenance must occur onsite, use designated areas, located away from drainage for regular waste collection before containers overflow. A16 Locations and approximate boundaries of all disturbed areas: See Sheet C103 28. f.) Coordinate and monitor cleanup until the situation has been courses. Dedicated maintenance areas should be protected from stormwater runon and A17 for locations: Identification of existing vegetative cover. See Stormwater Pollution Prevention Plan - A designated washout is established for concrete trucks? 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. 30. Sheet C103 g.) Cooperate with the IDEM -OER on procedures and reports involved with the event. Make sure that construction waste is collected, removed, and disposed of only at authorized A18 Soils Ma including descri tions and limitations: See sheet C103 for soils map, description P 9 P p p Drip pans or absorbent pods should be used during vehicle and equipment maintenance p p p g disposal areas. P _ and limitations. Cleanup Parameters: work that involves fluids, unless the maintenance work is performed over an A19 Locations, size and dimensions of proposed stormwater systems: See Site Development Plan 34. 1. The Developer / Homeowners Association shall be continually kept informed, maintain lists impermeable surface in a dedicated maintenance area. Collection. Storage, and Disposal Sheet C102 for proposed storm sewer system. of qualified contractors and available Vac- trucks, tank pumpers and other equipment A20 Locations, size and dimensions of any proposed off -site construction activities associated readily accessible for clean -up operations. In addition, a continually updated list of Place a stockpile of spill cleanup materials where it will be readily accessible. Littering on the project site should be prohibited. with his project: (None) available absorbent materials and clean -up supplies should be kept on site. A21 Locations of Soil Stockpiles: None required. 2. All maintenance personnel will be made aware of techniques for prevention of spills. They will be informed of the requirements and procedures outlined in this plan. They will be All fueling trucks and fueling areas are required to have spill kits and /or use other spill To revert clogging of the storm drainage system, litter and debris removal from drainage P gg g 9 Ys 9 A22 Existing site topography. See Site Development Plan Sheet C102 for existing site topography. kept abreast of current developments or new information on the prevention of spills protection devices. 9 rates, trash racks, and ditch lines should be a priority. A23 Proposed final topography. See Site Development Plan Sheet C102 for proposed site and / or necessary alterations to this plan. 81 grading and drainage patterns. Description of potential pollutants sources associated with the construction activities: Silt 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 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 eriods. P or oil, broke fluid, broke dust, trash, debris, biological agents found in trash, fertilizers, and fire departments. 4. Absorbent materials, which are used in cleaning up spilled materials, will be disposed of in Inspect onsite vehicles and equipment dail at startup or leaks, and repair immediate) P y P P Y' Litter from work areas within the construction limits of the project site should be collected B2 herbicides, pesticides, acid rain, lime dust and concrete washout. Sequencing of stormwater quality implementation relative to land disturbance activities: q g q y ' p a manner subject to the approval of the Indiana Department of Environmental 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 generated by he contractor, the public, or others. Collected litter and debris should not be - 03 See Construction Sequencing for stormwater pollution Prevention notes on sheet C103. Stable construction entrance location(s) and specifications. See Stormwater Pollution Management. g 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 P laced in or next to drain inlets, stormwater drainage s terns, or watercourses. Prevention Plan Sheet C103 for location and Sheet C802 for construction entrance details and 814 Indiana Management. Department of Environmental Manag . Monitoring and maintenance guidelines for pollution prevention measures: solutions, automotive batteries, hydraulic and transmission fluids. Provide secondary Dum sters of sufficient size and number should be provided to contain the solid waste P P specifications. Straw Bale Dam Maintenance Requirements containment and covers for these materials if stored onsite. generated by the project. B4 Sediment control measures for sheet flow areas: See stormwater Pollution Prevention Plan Sheet C103 for locations of sediment control measures and Sheet C802 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 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 P P 1e P B5 construction details and specifications. Sediment control measures for concentrated flow areas: See Stormwater Pollution Prevention not to undermine the entrenched bales. 2. Inspect periodically for deterioration or damage from construction activities and repair Drip pans or plastic sheeting should be placed under all vehicles and equipment placed on of by the trash hauling contractor. Plan Sheet C103 for locations of sediment control measures and Sheet C802 immediately docks, barges, or other structures over water bodies when the vehicle or equipment is Construction debris and waste should be removed from the site biweekly r more frequently Y q y construction details and specifications. 3. After the contributing drainage area has been stabilized, remove all straw bales and planned to be idle for more than 1 hour. as needed. R6 Storm sewer inlet protection measures, locations and specifications: See Stormwater Pollution Prevention Plan Sheet C103 for locations of inlet protection measures and 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 materials. Construction material visible to the public should be stored or stacked in an orderly manner. B7 Sheet C802 construction details and specifications. Runoff control measures: See Stormwater Pollution Prevention Plan Sheet C103 for locations 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 88 of runoff control measures and Sheet C802 construction details and specifications. Stormwater outlet protection specifications: See Stormwater Pollution Prevention Plan Sheet the affected portion immediately. 3. Remove deposited sediment when it reaches half the height of the fence at it's 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. C103 for locations of stormwater outlet control measures and Sheet C803 construction point or is causing the fabric to bulge. details and specifications. 4. Take care to ovoid undermining the fence during deanout. Do not bury used tires. Solid waste storage areas should be located at least 50 ft from drainage facilities and 89 B 1 0 Grade stabilization structure locations and specifications: None Location, dimensions, specifications and construction details of each stormwater quality 5. After the contributing drainage area has been stabilized, remove the fence and sediment Repair leaks of fluids and oil immediately. watercourses and should not be located in areas prone to flooding or ponding. measure: See stormwater Pollution Prevention Plan Sheet C103 for locations of various deposits, bring the disturbed area to grade and stabilize it. Temporal Sediment Trap Maintenance Requirements Inspection and Maintenance stormwater quality measures and Sheet C802 construction details and specifications. 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 B 11 Temporary surface stabilization methods appropriate for each season: See Stormwater erosion and piping holes. . maintenance onsite Inspect and verify that activity -based BMPs are in place prior to the commencement of Pollution Prevention Plan Sheet C103 for locations of temporary surface stabilization 2. Remove sediment when it has accumulated to one -half the design depth. associated activities. While activities associated with the BMP are under way, inspect weekly measures and Sheet C802 construction details and specifications. 3. Replace spillway ravel fakir when clogged. P P y g g 99e Inspection and Maintenance to verify continued BMP implementation. 812 Permanent surface stabilization specifications: See stormwater Pollution Prevention Plan 4. Inspect vegetation and re -seed if necessary. - Sheet C103 for locations of permanent surface stabilization measures and Sheet 5. Check the spillway depth periodically to insure a minimum of 1.5 ft depth from the Inspect and verify that BMPs are in place prior to the commencement of associated activities. Inspect BMPs subject to non - stormwater discharge daily while non - stormwater discharges C802 construction details and specifications. lowest point of the settled embankment to highest point of the spillway crest While activities associated with the BMP are under way, inspect weekly to verify continued BMP occur and fill any low areas to maintain desired elevation. implementation. 6. Promptly replace any displaced rip -rap, being careful that no stones in the spillway Keep ample supplies of spill cleanup materials onsite. Inspect construction waste area regularly. are above design grade. 913 Material handling and ill prevention Ian: 9 P P P 7. After all disturbed areas have been stabilized, remove the structure and sediment, Maintain waste fluid containers in leak proof condition. Arrange for regular waste collection. - Purpose. smooth the site to blend with adjoining areas and stabilize it. The intention of this Spill Prevention, Control and Countermeasures (SPCC) is to Sandbag Curb Inlet Barrier Maintenance Requirements S 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 establish the procedures and equipment required t prevent the discharge of oil 2. Inspect after each storm event immediately or the problem vehicle(s) or equipment should be removed from the project site. and hazardous substances in quantities that violate o applicable water quality standards, cause a sheen upon or discoloration of the surface of navigable waters 3. Remove sediment, without flushinS when it reaches half the height of the barrier. CONCRETE WASHOUT or adjoining shorelines, or cause sludge or emulsion to be deposited beneath the 4. Deposit removed sediment where it will not enter storm sewer drains. Inspect equipment for damaged hoses and leaky gaskets routinely. Repair or replace as surface of the water or adjoining shorelines. The Plan also establishes the activities Block and Grovel Curb Inlet Protection Maintenance Requirements needed. The following steps will help reduce stormwater pollution from concrete wastes: required to mitigate such discharges (Le., countermeasures) should they occur. 1. After each storm event remove the sediment and replace the gravel, replace the Definitions: geotextile fabric if used. VEHICLE AND EQUIPMENT FUELING Discuss the concrete management techniques described in this BMP (such as handling of Pollutant: means pollutant of any kind or in any form, including but not limited 2. Periodically remove sediment and tracked -on soil from the street, without flushing, to reduce the sediment load on the curb inlet protection. concrete waste and washout) with the ready -mix concrete supplier before any deliveries ore to sediment, paint, cleaning agents, concrete washout, pesticides, nutrients, trash, 3. Inspect periodically for damage and repair. Keep grates free of debris. Description and Purpose made. hydraulic fluids, fuel, oil, petroleum, fuel oil, sludge, oil refuse, and oil mixed with wastes other than dredged soil. 4. After the contributing drainage area has been stabilized, remove the gravel, wire mesh, Vehicle equipment fueling procedures and practices are designed to prevent fuel spills and Incorporate requirements for concrete waste management into material supplier and Discharge: geotextle fabric and sediment deposits and dispose of them property. leaks, and reduce or eliminate contamination of stormwater. This can be accomplished by subcontractor agreements. Includes but is not limited to, any spilling, leaking, pumping, pouring, emitting, emptying, or dumping. Erosion Control Blanket establishment (Surface Appred) Maintenance Requirements 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, implementing spill controls, and training employees and subcontractors in proper fueling Store dry and wet materials under cover, away from drainage areas. Navigable Waters: Means all waters of the United States that are connected with a navigable stream, the blanket. 2. If any area(s) shows erosion, pull back that portion of the blanket covering it, re- procedures. Avoid mixing excess amounts of fresh concrete. lake, or sea. [Note: This definition is usually interpreted to mean any wastewater (even normally dry wash or storm sewer) that eventually drains into a seed the area and relay and staple the blanket. 3. After vegetative establishment, check the treated area eriodicall g periodically. Limitations Perform washout of concrete trucks offsite or in designated areas only. navigable stream]. Temporary Gravel Construction Entrance Maintenance Requirements 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 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. Plan Review and Amendments: This Plan shall be reviewed and /or amended, if necessary, whenever there is a heavy use. 2. Reshape as needed for drainage and runoff control. be done in conjunction with a Stabilized Construction Entrance Exit. N / Do not allow excess concrete to be dumped onsite, except in designated areas. change in the design of the site, construction, operation, or maintenance which 3. Topdress with clean stone as needed. Imlementation materially affects the site's potential for the discharge of regulated material. 4. Immediately remove mud and sediment tracked or washed onto streets by brushing or For onsite washout: Prediction of Potential Spills: 1. Nearest Navigable Water: Mud Creek sweeping. Flushing should only be used if the water is conveyed into a sediment trap or basin. Use offsite fueling stations as much as possible. These businesses are better equipped to Locate washout area at least 50 feet from storm drains, open ditches, or 2. Drainage System: All storm drains leaves the site b open ditches and dosed storm 9 Ys 9e Y P systems to the southwest. Bib 5. Repair any broken road pavement immediately. Erosion & sediment control specifications for individual building lots: See Sheet C803 for handle fuel and spills properly. Performing this work offsite can also be economical by eliminating the need for a separate fueling area at a site. 9 P 9 water bodies. - Do not allow runoff from this area b constructing o temporary it or Y 9 P Y P 3. Possible Spill Sources (During and post construction): Vehicular sources such as Construction details and specifications for erosion & sediment control on individual building Discourage "topping -off of fuel tanks. - bermed area large enough for liquid and solid waste. Wash out wastes into the temporary pit where the concrete can set, leaking fuel or oil, brake fluid, grease, antifreeze; construction trash and debris, biological agents found in trash and debris, fertilizers, household items including C1 lots. Description of pollutants and their sources associated with the proposed land use: Silt and be broken up, and then disposed properly. but not limited to cleaning agents, chemicals, paint, herbicides and pesticides. sediment from exposed soils, leaves, mulch, vehicular sources such as leaking fuel or oil, Absorbent spill cleanup materials and spill kits should be available in fueling areas and fueling trucks, be disposed - Avoid creating runoff by draining water to a bermed or level area when washing concrete to remove fine particles and expose the aggregate. 4. Groundwater Contamination: brake fluid, broke dust, grease, antifreeze, metals, rubber fragments, road grit, salts and on and should of properly after use. - Do not wash sweepings from exposed aggregate concrete into the street The facility maintains NO above ground or under ground storage tanks at this site. Therefore, it is felt that there is little or no possibility of post construction sands, construction trash and debris, fertilizers, household items including but not limited 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 groundwater contamination. The facility does have city sanitary sewer and city clothing and animal waste, elevated storm runoff temperatures, acid rain, pesticides and the fueling is performed over an impermeable surface in a dedicated fueling area. or dispose in the trash. water. pathogens. C2 Sequence describing stormwater quality measure implementation: Use absorbent materials on small spills. Do not hose down or bury the spill. Remove the 1. Inspect and maintain all erosion control measures as detailed in the Stormwater adsorbent materials promptly and dispose of properly. 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 construction activity is complete. the equipment to designated fueling areas. Description and Purpose 2. Remove all individual inlet protection and straw bale dams, silt fences, etc. only after seeding nd sufficient vegetative growth has been established in each area to a point 9 9 9 P Train employees and subcontractors in proper fueling and cleanup procedures. Dewatering operations are practices that manage the discharge of pollutants when non - stormwater where sediment /pollutants will not enter the lake(s) or storm sewer system. and accumulated precipitation must be removed from a work location so that construction work may 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 be accomplished. 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 maintenance by homeowners association or local agencies. Inspection and maintenance must be performed on level -grade areas. Suitable Applications 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 builder or his 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 - designee until the homeowner's Association accepts responsibility for the individual lot. Nozzles used in vehicle and equipment fueling should be equipped with an automatic shutoff stormwaters include, but are not limited to, groundwater, water from cofferdams, water diversions, and waters used during construction activities that must be removed from a work area. Practices 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. of: 1. Multiple storm water detention ponds that slow storm water runoff to allow suspended Federal, state, and local requirements should be observed for any stationary above ground storage tanks. Limitations solids to settle out as well as normalizing the temperature of storm runoff. Detention ponds also trap trash and debris for collection as part of maintenance program. Pond Inspection and Maintenance Site conditions will dictate design and use of dewatering operations. The controls discussed in this best depths are designed to prevent resuspention of solids. mcnagement practice (BMP) address sediment only. The controls detailed in this BMP only allow for 2. Grass lined rear yards swales at minimum slopes to slow and filter storm runoff and Vehicles and equipment should be inspected each day of use for leaks. Leaks should be maims) settling time for sediment articles. Use only when site conditions restrict the use of the g P y other control methods. Dewatering operations will require, and must comply with, applicable local create infiltration. 3. On going maintenance by developer and homeowners association to insure that sediment, repaired immediately or problem vehicles or equipment should be removed from the project site. peTnits. trash and pollutants do not enter the drainage system according to the BMP operations Inulementation and maintenance manual. Keep ample supplies of spill cleanup materials onsite. Dewatering discharges must not cause erosion at the discharge point. A variety of methods can be It is the intent of this plan that the implementation of the above described storm water Immediately clean up spills and properly dispose of contaminated soil and cleanup used to treat water during dewatering operations. Several devices are presented below and provide 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 to meet the requirements of Rule 5 storm water quality. receiving water limitations on sediment are key considerations for selecting sediment treatment C4 Location, dimensions, specifications and construction details of stormwater quality measures: SOLID WASTE MANAGEMENT option(s); in some cases, the use of multiple devices may be appropriate. See Stormwater Pollution Prevention Plan Sheet C103 for locations of permanent stormwater quality measures and Sheet C803 construction details and specifications. Description and Purpose C5 Description of maintenance guidelines for proposed water quality measures: See attached BMP Operations and Maintenance Manual. Solid waste management procedures and practices are designed to prevent or reduce the discharge of pollutants to stormwater from solid or construction waste by providing designated waste collection areas and containers, arranging for regular disposal, and training employees and subcontractors. Suitable Applications ' This BMP is suitable for construction sites where the following wastes are generated or stored: Solid waste generated from trees and shrubs removed during land clearing, demolition of existing structures (rubble), and building construction Packaging materials including wood, paper, and plastic Scrap or surplus building materials including scrap metals, rubber, plastic, glass pieces and masonry products Domestic wastes including food containers such as beverage cans, coffee cups, paper bags, plastic wrappers, and cigarettes Construction wastes including brick, mortar, timber, steel and metal scraps, pipe and electrical cuttings, nonhazardous equipment parts, styrofoom and other materials send transport and package construction materials 011•uC�ii a*601 Description: A sediment basin is a temporary basin with a controlled release structure that is formed by excavation or construction of an embankment to detain sediment -laden runoff and allow sediment to settle out before discharging. Sediment basins are generally larger than Sediment Traps. Appropriate Applications: Effective for the removal of gravel, sand, silt, some metals that settle out with the sediment, and trash. Implementation: Excavation and construction of related facilities is required. Temporary sediment basins must be fenced if safety is a concern. Outlet protection is required to prevent erosion at the outfoll location. Maintenance: Maintenance is required for safety fencing, vegetation, embankment, inlet and outfall structures, as well as other features. Removal of sediment is required when the storage volume is reduced by one -half. Sediment Trap Description: A sediment trap is a temporary basin formed by excavation and /or construction of an earthen embankment across a waterway or low drainage area to detain sediment -laden runoff and allow sediment to settle out before discharging. Sediment traps are generally smaller than Sediment Basins. Appropriate Applications: Effective for the removal of large and medium sized particles (sand and gravel) and some metals that settle out with the sediment. Implementation: Excavation and construction of related facilities is required. Trap inlets should be located to maximize the travel distance to the trap outlet. Use rock or vegetation to protect the trap outlets against erosion. Maintenance: Maintenance is required for vegetation, embankment, inlet and outfall structures, as well as other features. Removal of sediment is required when the storage volume is reduced by one - third. Gravity Bag Filter Description: A gravity bag filter, also referred to as a dewatering bag, is a square or rectangular bag made of non -woven geotextile fabric that collects sand, silt, and fines. Appropriate Applications: Effective for the removal of sediments (gravel, sand, and silt). Some metals are removed with the sediment. Implementation: Water is pumped into one side of the bag and seeps through the bottom and sides of the bag. A secondary barrier, such as a rock filter bed or straw /hay bale barrier, is placed beneath and beyond the edges of the bag to capture sediments that escape the bag. Maintenance: Inspection of the flow conditions, bag condition, bag capacity, and the secondary barrier is required. Replace the bag when it no longer filters sediment or passes water at a reasonable rate. The bag is disposed of offsite. EVALUATION FOR CONSTRUCTION PROJECTS A trained individual shall perform a written evaluation of the project site. a. By the end of the next business day following each rainfall that exceeds 0.5" b. A minimum of one (1) time per week Project Name: Murphy Hall Pool House Name of Trained Individual: Is this Evaluation followina a rainfall Yes Date of Inspection: No If ves. date the rain stnnnpd- Inr,hAe No. PROBLEM or CONCERN YES I NO N/A 1. Is the site information posted at the entrance? >"r STORMWATER POLLUTION 2. Are all necessary permits attained and special provisions beinq implemented? R: \5K \5076 \003 \DWGS \C802 a., (COO(93 3. Is a construction entrance installed? Is it effective? Is it enough Z O Z 4. 1 Public and private streets are clean? Q Z Q 5. Are appropriate practices installed where stormwater leaves the site? Z Z 6. Silt fence is entrenched into the round? w � R.., OO w ::2� 7. Silt fence is upright? Fabric and stakes meet specifications? Fabric is not to torn? � � Terminated to higher round? Property joined at ends? w Ql 8. Sediment basins and traps are installed according to the Ian? The pipe or rock spillway is functional? w 9. The earthwork for erosion and sediment control practices is properly graded, seeded and /or mulched? Q 10. I Diversions swales and/or waterbars are installed to plan and protected? �. - H 11. I Perimeter practices have adequate capacity and do not need to be cleaned out? Cn w 12. Inlet protection is installed on all functional inlets? not filter fabric under rate 13. Inlet protection is installed so water does not flow under it? 14. 1 The frame, cross-bracing and/or stakes are adequate and meet specifications'.? 15. The fabric straw, mulch and/or stone is intact without holes or tears? 16. Catch basin insert protection is installed where required? 17. Sediment has been removed from the practice? 18. Swales and ditches have been stabilized or protected? 19. Stormwater outlets are adequately stabilized? 20. Temporary stabilization of distributed ground has been addressed? 21. Disturbed areas that will lie dormant for 15 days are planned to be protected? 22. All protected dormant areas meet a minimum 70% coverage 23. Growing vegetation has sufficient water and/or nutrients to row? 24. Permanent stabilization of disturbed ground is progressing through the project? 25. Final grading and stabilization is progressing on completed areas? 26. operly prepared for seeding? 27. Hard or soft armoring is installed where natural vegetation will erode? 28. Water pumping operations have a protected outlet and discharge water is clear? 29. A designated washout is established for concrete trucks? 30. A dumpster is onsite for trash disposal? 31. Fuel tanks and other toxic materials are safely stored and protected? 32. Smaller construction sites not required to file a separate NOI are corn I 'nq with the overall Ian? 33. 34. ALL PROBLEMS OR CONCERNS NEED TO BE ADDRESSED WITH A CORRECTIVE AC11ON Identify the problem by number and /or provide additional explanation as needed. Developer Representative contacted, name and date: Contractor Representative contacted, name and date: Report Submitted by. Certification Signature: _ Date: Date: Date: _k��\\\�OHNp I11�� /// �v�G�srE,��i 4.. . � -0:: -. No.10100357 jSTATE F !Npl ANP. �� Z /� / /// S/ , At ��\�� 111111, \ \ \ \ \ \ \�� \N ?�� 'L .--4- DATE: 3 -16 -07 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT To BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2007) ( - '44il.,....... D S chne.-ial9r 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 DATE: PROJECT NO.: 03/16/07 Z DRAWN BY: CHECKED BY: DCC >"r STORMWATER POLLUTION W W R: \5K \5076 \003 \DWGS \C802 a., (COO(93 fI -oll Z O Z V) O Q Z Q !imi �:� Z Z fl_� Q fl._� w � R.., OO w ::2� U C) � � O w Ql F-00000000-`l fl._� Q_4 w Q �. - H Cn w DATE: PROJECT NO.: 03/16/07 5076.003 DRAWN BY: CHECKED BY: DCC SHEET TITLE: STORMWATER POLLUTION PREVENTION DETAILS DRAWING FILES: R: \5K \5076 \003 \DWGS \C802 SHEET NO.: (COO(93 EARTHWORK 8. Earth Work Balance 03 /16/07 The Contractor shall confirm all earthwork quantities DRAWN BY: prior to start of construction. If an excess or 1. SCOPE OF WORK shortage of earth is encountered, the Contractor shall SHEET TITLE: confirm with the Owner and Engineer the requirements A. Extent: The work required under this section for stockpiling, removal or importing of earth. consists of all excavating, filling, rough grading (c9(0)n and related items necessary to complete the work Minor adjustments to the grades may be required to indicated on the drawings and described in the earthwork balances when minor excess material or specifications. The Contractor shall notify in shortages are encountered. It is recognized by the writing the owners and the Engineer of any changes, parties hereto that the calculations of the Engineer errors, or omissions found on the plans or in in determining earthwork quantities shall be ac- the field, before work is started or resumed. complished in accordance with the American Society of OF WORK Civil Engineers Standards for such calculations. the Engineer before the final contract payment can be Further, that these calculations are subject to the 1. In general, the items of work to be interpretations of soil borings as the physical limits performed under this section shall include: of the various soil types, also the allowable variation clearing and grubbing, removal of trees and in finish grade and compaction permitted the contractor, stumps (where required), protection of trees and that all of these parameters may cause either an to remain, stripping and storage of topsoil, excess or shortage of actual earthwork materials to fill compaction and rough grading of entire complete the project. If such an actual minor excess or site. shortage of materials occurs, the contractor shall and must comply with Section 401.05 of contact the engineer to determine if adjustment can be 2. Excavated material that is suitable may be made to correct the imbalance of earth. used for fills. All unsuitable material and the Indiana Department of Transportation all surplus excavated material not required shall be removed from the site. The and location of dump and length of haul shall be Specifications latest revisions. Paving will not be permitted during unfavorable weather or when the Contractor's responsibility. TYPICAL SANITARY SEWER SPECIFICATIONS 1. Reinforced concrete sewer i e shall confirm P P TO BE USED FOR PRIVATE SEWER DEVELOPMENT 3. Provide and place any additional fill WITHIN material from off the site as may be CLAY TOWNSHIP REGIONAL WASTE DISTRICT necessary to produce the grades required. All streets, parking areas in contract limits P g Fill obtained from off site shall be of kind REVISED MAY 2002 and quality as specified for fills herein conforming to ASTM C -443 latest revision. and the source approved by the Owner. 1. Standard specifications of the District and Indiana Department J. Compacted Aggregate Subbase - the thickness shown of Transportation shall apply for all work and materials. Pipe 4. The Contractor shall accept the site as he shall be installed in accordance with Section 715. If any conflict finds it and shall remove aft trash, rubbish between these specifications and 3271AC 3 -6 exist, 3271AC 3 -6 and debris from the site prior to starting shall supercede. excavation. 2. Sanitary sewer pipe shall be PVC in accordance with ASTM B. Work not included: The following items of D -3034 (S.D.R. 35) and ASTM 2321. PVC pipe shall have related work are specified and included in other grooved bell and gasket. The pipe shall be made of PVC plastic sections of these specifications: having a cell classification of 12454B. 1. Excavation, grading and backfilling for 3. PVC sewer fittings shall conform to the requirements of ASTM utility lines D- 3034 -89 specification. Fittings in sizes through 8" shall be molded in one piece with elastomeric joints and minimum socket 2. Storm drainage systems depths as specified in sections 6.2 and 7.3.2. Fittings 10" and after the final backfill has been in place at least 30 days. of larger shall be molded or fabricated in accordance with section s 3. Sanitary sewer systems 7.11 with manufacturers standard pipe bells and gaskets. Wall Concrete - Concrete shall be ready -mixed concrete thickness of fittings shall be SDR 26 as defined in section 7.4.1 4. Streets and paving of specifications. Gaskets for elastomeric joints shall be molded and steps shall conform to ASTM C -478 latest with a minimum cross - sectional area of 0.20 square inches and I system 5. Water supply Y Y conform to ASTM F -477 specification. Fittings shall be results. ( *The following are considered non - flexible pipes: manufactured by Harco or equal. 2. BENCH MARKS and proportioned coarse aggregates with Portland cement and water. 4. All sanitary manholes shall be precast concrete manholes in Maintain carefully all bench marks, monuments and other accordance with ASTM C -478 and Section 720. 0 -rings shall reference points; if disturbed or destroyed, contractor conform to C -443. Kent Seal or equivalent shall also be shall contact engineer. applied to all joints and between riser rings and castings. deflection test shall be performed with anine -point mandrel. Manhole step spacing shall be no more than 16- inches. 3. REMOVAL OF TREES Manholes shall be air tested for leakage in accordance with yard of concrete and maximum water content shall ASTM C1244 -93, Standard Test Method for Concrete Sewer A. Remove all trees and stumps from area to be Manholes by the Negative Air Pressure (Vacuum) Test. occupied by road and surfaced areas. Removal of trees outside these areas shall only be done as A. Installation and operation of vacuum equipment and indicating noted on drawings or approved by the Owner. devices must be in accordance with manufacturers B. All brush, stumps, wood and other refuse from the recommendations and performance specifications which have been provided by the manufacturer and accepted by the off of the site. Disposal by burning shall not Engineer. The vacuum equipment must be capable of testing the entire manhole, including the casting and riser rings. be permitted unless proper permits are obtained (where applicable). The location of on site bury B. With the vacuum tester set in place: pits shall be designated by the owner or the 1. Connect the vacuum pump to the outlet port with the valve Engineer. open. -blasting or some other approved method. 9 Y pp 2. Draw a vacuum of ten (10) inches of Hg. and close the 4. PROTECTION OF TREES valve. A. General Protection: The Contractor shall be C. Accepted standards for leakage will be established from the responsible for the protection of tops, trunks and roots of existing trees on the project site elapsed time for a negative pressure change from ten (10) that are to remain. Existing trees subject to inches to nine (9) inches of mercury. The maximum allowable construction damage shall be boxed, fenced or leakage rate for a four (4) foot diameter manhole must be in otherwise protected before any work is started; accordance with the following: do not stockpile within branch spread. Remove interfering branches without injury to trunks and Minimum Elapsed Time for a cover scars with tree paint. Manhole Depth Pressure Change of 1 Inch Hg 5. HANDLING OF TOPSOIL 10 feet or less 60 seconds plastic disc or ca capable of withstanding a low pressure air p p p 9 P >10 feet but <15 feet 75 seconds A. Remove all organic material from the areas to be >15 feet but <25 feet 90 seconds occupied by buildings, roads, walks and parking areas. Pile and store topsoil at a location For manholes five (5) feet in diameter, add an additional fifteen where it will not interfere with construction (15) seconds and for manholes six (6) feet in diameter, add an operations. Topsoil shall be reasonably free additional thirty (30) seconds to the time requirements for four from subsoil, debris, weeds, grass, stones, ect. (4) foot diameter manholes. For all manholes deeper than B. After completion of site grading and subsurface twenty -five (25) feet, the Engineer will determine the applicable minimum elapsed time. utility installation, top soil shall be replaced It may be necessary to construct a liner to seal the more permeable sandy clays in areas designated on the erosion control plan for seeding and /or sodding. Any remaining top D. If the manhole fails the test, necessary repairs must be the vacuum test and repairs must be repeated until soil shall be used for finished grading around made and the manhole passes the test. structures and landscaping areas. and sand seams which may be present at a shallow depth within the side slope or 6- inches below the pipe to 12- inches above the pipe. E. If manhole joint sealants are pulled out during the vacuum e with rubber type The rubber type � g � test, the manhole must be disassembled and the joint sealants 6. DISPOSITION OF UTILITIES: replaced. A. Rules and regulations governing the respective F. Manholes will be subject to visual inspection with all visual utilities shall be observed in executing all work leaks being repaired. under this section. lake area(s) to determine if the lake(s) will require a liner. In the event that B. If active utilities are encountered but not shown 5. Butyl rubber coating shall be applied around each manhole joint from 6- inches above to 6- inches below each joint. The on the drawings, the Engineer shall be advised appropriate primer shall be applied prior to applying the rubber before work is continued. coating. Inside joints to be filled with precoat plug material. C. Inactive and abandoned utilities encountered in 6. The manhole chimneys, including all riser rings shall be sealed excavating and grading operations shall be reported to the Engineer. They shall be removed, using Infi - Shield Uniband or approved equal. Prior to placement, the top 4- inches of the manhole cone and casting plugged or capped as directed by the Utility frame shall be cleaned and primed. The Uniband shall extend Company and the Engineer. from 3- inches below the top of the cone section to 2- inches D. It shall be the responsibility of each contractor over the flange of the manhole casting frame. to verify all existing utilties and conditions It 7. The casting elevations are set by plan. However, the pertaining to his phase of the work. shall also be the contractors responsibility to contact castings are to be adjusted in the field by the Engineers representative should a discrepancy occur between plan grade the owners of the various utilities before work and existing grade. New manhole ring and cover shall be is started. installed to establish grade. Maximum height of adjusting rings 16. Water and sewer line crossings and separations shall be in shall be 12- inches. 7. SITE GRADING: A. Grades: Contractor shall perform all cutting, 8. Backfill around all structures and all cuts under paved areas with granular material. Trenches opening within 5 -feet of paved filling, compacting of fills and rough grading roadways shall be backfilled with granular material in accordance required to bring entire project area to grade as with Section 211 or according to Carmel detail requirements in shown on the drawings. detail 5/C802, whichever is more stringent. Backfill under B. Rough Grading: the tolerance for paved areas sidewalks shall be granular, unless the walks are constructed a 6 months after backfill has been in place. shall not exceed 0.04 feet plus or minus above minimum of the established subgrade. All other areas shall the 9. The Contractor shall be responsible for verifying that all state not exceed 0.10 feet plus or minus established grade. All banks and other breaks in highways, city, and county permits have been obtained by the grade shall be rounded at top and bottom. developer prior to start of construction. C. Compaction Requirements: this compaction criteria, permeability testing shall be performed on remolded 1. All building pad areas shall be compacted to standards specified by local and /or state B. building codes. samples, compacted to this standard. Laboratory testing shall be performed P P Y 9 P 2. For compaction requirements of paved areas, see street specifications. P",�s N No.10100357 j O'. STATE OF �NDI ANP.. G� 1\ DATE: 3 -16 -07 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2007) 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 STORM SEWER SYSTEMS 03 /16/07 U Z DRAWN BY: 10. The Contractor shall be required to furnish the developer's 1. SCOPE OF WORK STREETS SHEET TITLE: H. Curing Concrete - Except as otherwise specified, cure all concrete by one of the methods described Engineer with a set of prints, marked in red pencil, showing R: \5K \5076 \003 \DWGS \C901 The work under this section includes all storm sewers, (c9(0)n in Section 501.17 of the Indiana Department of actual sewer location and invert, to include lateral location, storm water inlets, and related items, including CD Transportation Specifications, latest revision. depth and length. Such asbuilt tints must be received by P 9 P excavating and backfilling, necessary to complete the 1. SCOPE OF WORK O the Engineer before the final contract payment can be E4 Z work shown on the drawings. I. Bituminous Pavement -Hot asphalt concrete authorized. The sanitary sewer laterals and stubs termination The work required under this section includes all pavement shall be as specified in Section 402 shall be indicated on the surface with a metal fence post set 2. MATERIALS concrete and bituminous paving and related items and must comply with Section 401.05 of immediately above the said termination point. necessary to complete the work indicated on drawings the Indiana Department of Transportation 11. AIII sanitary ewer lines upon completion will be required to y p p q A. Storm Sewers and described in the specifications, including but not Specifications latest revisions. Paving will not be permitted during unfavorable weather or when pass a low pressure air test. Said test shall be conducted 1. Reinforced concrete sewer i e shall confirm P P limited to: the temperature is 40 degrees F. and falling. according to ASTM 1417 -92, and shall be witnessed by an to ASTM C -76 latest revision, with joints E4 All streets, parking areas in contract limits P g Engineer and a representative of the District. The testing conforming to ASTM C -443 latest revision. Curbs and gutters J. Compacted Aggregate Subbase - the thickness shown shall be in accordance with Table 1. Add 0.5 si for each P 9 Sidewalks and concrete slabs, exterior steps on the drawings is the minimum thickness of the foot of water above the sewer line being tested. fully compacted subbase. Compaction shall be B. Manholes 2. MATERIALS accomplished by rolling with a smooth wheeled 12. Deflection tests shall be performed on all flexible* pipe roller weighing 8 to 10 tons. Compact to 90% after the final backfill has been in place at least 30 days. of 1. Precast reinforced concrete manhole sections A. Concrete - Concrete shall be ready -mixed concrete compaction using Standard Testing Procedures. pipe shall exceed a vertical deflection of 5% deflection test P P and steps shall conform to ASTM C -478 latest shall be a mix of fine and Along curbs, headers and walls and at all placed results. ( *The following are considered non - flexible pipes: revision. and proportioned coarse aggregates with Portland cement and water. not accessible to the roller, the aggregate concrete pipe, ductile iron pipe, and cast iron pipe). The Minimum cement content shall be 6 bags per cubic material shall be tamped with mechanical tampers deflection test shall be performed with anine -point mandrel. 2. Casting shall be of uniform quality, free yard of concrete and maximum water content shall or with approved hand tampers. Proving rings shall be available. from blow holes, porosity, hard spots, be 5.5 U.S. gallons per sack of cement, including shrinkage distortion or other defects. They moisture the aggregate. Slump for normal 13. All mandrel testing shall be observed by a professional shall be smooth and well cleaned by shot weight concrete shall be a maximum of 4 inches n engineer representative for certification and a representative of -blasting or some other approved method. 9 Y pp and a minimum of 2 inches. the slump of machine the District. They shall be coated with asphalt paint placed concrete shall be no less than 1 -1/4 which shall result in a smooth coating, inches nor more than 3 inches. Standard test 14. The ends of laterals are to be plugged tight with a braced tough and tenacious when cold, not tack 9 Y or brittle. They shall be gray iron meeting ASTM C -143 shall be used to measure slump. LAKE LINER SPECIFICATION plastic disc or ca capable of withstanding a low pressure air p p p 9 P Compressive strength of concrete at 28 days shall test without leakage. ASTM A -48 latest revision. be 4000 psi. All exterior concrete shall have air entrainment of 5% to 8% by volume per ASTM C It may be necessary to construct a liner to seal the more permeable sandy clays 15. Bedding or flexible pipe shall be No. 8 crushed stone from g 3. Joints - Manhole sections shall be jointed -260. Retempering of delivered concrete will not and sand seams which may be present at a shallow depth within the side slope or 6- inches below the pipe to 12- inches above the pipe. e with rubber type The rubber type � g � be allowed. Concrete shall be composed of: bottom of the excavation. The contractor shall perform soils analysis tests in the Bedding for rigid pipe shall be No. 8 crushed stone from gaskets shall meet ASTM C -443 latest lake area(s) to determine if the lake(s) will require a liner. In the event that 6- inches below the pipe to the spring line of the pipe and revision. Conforming to ASTM C -150, 1. Portland cement - Conformi construction of a liner becomes necessary, Lake Liner specifications have been from this point to 12- inches above shall be fill sand or Type IA or Type IIIA. included below. equivalent. Manholes shall be placed on no less than 6- inches of No. 8 crushed stone bedding. C. SUBDRAINS 2. Aggregates: Conforming to ASTM C -33 Acceptable liners are as follows: 16. Water and sewer line crossings and separations shall be in 1. Perforated plastic pipe subdrains shall 3. Water -Shall clear and free from accordance with 327 IAC 3 -6 -9. conform to ASTM F -405. injurious amounts of oils, acids, alkalies, nt I. Natural Clay Liner A. Laboratory testing shall be performed on the designated liner material to 17. Trench shall be opened sufficiently ahead of pipe laying to 3. APPLICATION organic materials or other deleterious substances. determine the optimum liner compaction criteria. Subsequent to determining reveal obstruction, and shall be properly protected and /or this compaction criteria, permeability testing shall be performed on remolded barricaded when left unattended. A. Permits and Codes - The intent tr this section of is that the bid B. Welded Steel Wire Fabric - Where required for samples, compacted to this standard. Laboratory testing shall be performed P P Y 9 P the specifications contractor's on concrete reinforcement shall conform to ASTM A185. at least one (1) month prior to initiating lining activities. 18. No water shall be permitted to flow into the sanitary the work covered herein shall be based upon the sewer system during construction. Contractor shall utilize a drawings and specifications but that the work C. Premoulded Joint Filler - Shall be of non B. The contractor shall identify and retain the engineer- approved liner material PUMP to keep the water level below the pipe. Pump discharge P P P shall comply with all applicable codes and shall comply amended b an waivers. Contractor g Y y - extruding type meeting ASTM D -544 except that for use on sealing the side slopes and bottom of the lake. The optimum shall be directed to a storm outlet in accordance with state shall furnish all bonds necessary to get permits premoulded joint filler used in concrete walk natural liner material shall not be used for other portions of site work prior and federal laws and regulations (327 IAC 3- 6 -20). Any pipe for cuts and connections to existing sewers. tdin construction ma y be either non-extruding or fication that adequate resources are available and have been stockpiled. to verification entering existing sewers shall be plugged with screw type resilient. It is important that the stockpiled soils be stored in as small an area as mechanical, braced plug until such time as all tests on the B. Local Standards -the term Local Standards" as possible to retain natural moisture. The contractor should anticipate that sewers have been completed and the lines have passed all used herein means the standards of design and D. Bituminous Pavement Materials - All materials additional soil work may be required to bring the liner material to required punch lists. construction of the respective municipal proposed for the construction of bituminous pavements shall comply with the Indiana Department uniform moisture level. 19. All sewer laterals installed by the mainline Contractor shall department or utility company. of Transportation specifications, per latest C. A representative of the testing engineer shall be present for inspection of be bedded the some as the main line sewer. C. Existing Improvements - Maintain in operating revision. All paving to be done in the same season. the base and side slopes of the lake prior to and during compaction of the condition all active utilities, sewers and other E. Compacted Aggregate Subbase: Shall be crushed liner materials. a 20. Forty -eight (48) hours notice shall be given to the drains encountered in the sewer installation. Repair to the satisfaction of the owner any damage stone or gravel. Crushed gravel shall be a 35% material. Chert shall be D. The clay lining material, approved b the testing engineer, shall be Y 9 PP Y 9 9 District prior to the start of sewer construction. Also, 48 hours notice shall be given prior to doing any testing on the to existing active improvements. minimum of crushed limited to a maximum of 8% of the total. Material compacted to a minimum of 12 inches thick on the upper two thirds of P PP shall be free from an excess of flat, elongated, the side slopes and 18 inches on the lower one third. A compacted minimum sewer. D. Workmanship - To conform to all local, state and thinly laminated, soft or disintegrated pieces; of 18 to 24 inches approved lining material shall be placed across the base 21. Manhole castings shall be stamped SANITARY SEWER national codes and to be approved by all local and state agencies having jurisdiction. and shall be free from fragments coated with dirt. of the lake. (Neenah Casting R 1642A or equal) and be self - sealing type. Compacted aggregate shall be graded as follows: E. The clay liner material shall be regularly sampled and tested for The casting flange shall be 34 inches and the clear opening shall be 24 inches. Waterproof castings shall be Neenah E. Trenching -Lay all pipe in open trenches, except when the local authority gives written permission SIEVE SIZE %PASSING conformance to the moisture and Atterberg limits established for the R- 1916 -F1 and stamped SANITARY SEWER. for tunneling. Open the trench sufficient ahead -1 /2„ 1 approved liner material(s). Field density and moisture testing shall also be to between of pipelaying to reveal any obstructions. The 1 „ 80 000 performed frequently during construction establish a correlation 22. The minimum slope for sewer acceptance by the Clay I width of the trench shall be the inside p pe 3/4, 70 -90 density and field permeability. It is imperative that moisture levels be Only by Township Regional Waste District are: diameter plus 24 inches for 12 inches above the 14 55 -80 maintained over optimum as determined in laboratory testing. Size of Pipe Minimum Constructed Slope pipe. Sheet and brace trench as necessary to maintaining this condition will it be possible to approach the zero voids protect workmen and adjacent structures. All #g 25 -50 condition and maximize natural liner capabilities. Off -site sources for clay 8 -inch 0.40% trenching to comply with Occupational Safety and #30 12 -30 liner material may be used with approval by the Owner's representative and 10 -inch 0.28% Health Administration Standards. Keep trenches #200 5 -10 on -site testing engineer. 12 -inch 0.22% free from water while construction is in progress. 15 -inch 0.15% Under no circumstances lay pipe or appurtenances 3. APPLICATION F. Compaction of the natural liner shall be performed by equipment operating 18 -inch 0.12% in standing ater. Conduct the discharge from g 9 up and down the slope. Engineered natural clay liners shall not be compacted 23. The Contractor shall provide measurements of the slope of trench dewatering to drains or natural drainage A. . Grading - Do any necessary grading in addition to by equipment operating around the slopes on or near the some elevation. the sewer for each manhole section as construction that performed in accordance with Earthwork It is important that hydration of the clay liners takes place after installation progresses. Such measurements shall be certified by a F. Special Supports - Whenever in the opinion of the Section, to bring subgrades, after final compaction, to the required grades and sections is complete. This is typically accomplished by natural rainfall or by application of fresh water at the rate of one quarter gallon per square foot for at least Registered Land Surveyor or Engineer and be available on -site Engineer the soil at or below the pipe grade is for site improvement. 72 hours. This recommended rate of hydration will help prevent shrinkage for observation by the Districts Inspector. No more than three unsuitable for supporting sewers and appurtenances and cracking of the clay liner and maintain its integrity. manhole sections can be constructed in advance of such specified in this section, such special support, B. Preparation of Subgrade - Remove spongy and measurements. in addition to those shown or specified, shall be otherwise unsuitable material and replace with II. Bentonite 24. In the event the Contractor does not meet the minimum provided as the Engineer may direct, and the contract will be adjusted. stable material. No traffic will be allowed on A. Materials and installation method to be reviewed by the testing engineer and slopes, the sewer section and any other affected sewer prepared subgrade prior to paving. approved by the Engineer. sections shall be reconstructed to meet such minimum slopes. G. Backfillin depth of at least 6 inches g - for a de P C. Compaction of Subgrade -The first 6 inches below III. Synthetic Liner 25. Laterals are to be traced with a minimum size of 14 the springline of the pipe (Initial backfill), B- borrow the subgrade shall be compacted to at least 100% density determined by the A. Materials and installation method to be reviewed b y engineer the and Akfill gauge wire from the wye to the terminus. The contractor for backfill with granular material, or g equivilent. Tamp this backfill thoroughly, of the maximum dry as provisions of AASHO T -99. Water shall be approved by the Engineer. the building or home will extend the wire from this terminus taking care not to disturb the pipe. prevented from standing on the compacted subgrade. to the building cleanout adjacent to the building. For the remaining trench depth, backfill with earth or granular material containing stones or D. Utility Structures - Check for correct elevation rocks not larger than 4 inches. Backfill under of all manhole covers, valve boxes and similar and within 5' of walks, parking areas, driveways structures located within areas to be paved, and and street shall be granular material only - make, or have made, any necessary adjustments in thoroughly compacted by approved methods. such structures. The top 6" of backfill under paved areas shall be compacted No.53 stone. E. Placing Concrete H. Manhole Inverts - Construct manhole flow channels 1. Subgrade - Place concrete only on a moist, of concrete sewer pipe or brick, smoothly finished compacted subgrade or base free from loose and of semi - circular section conforming to the material. Place no concrete on a muddy or inside diameter of the connecting sewers. Make frozen subgrade. changes in size or grade gradually and changes in direction by true curves. Provide such channels 2. Forms - All forms shall be free from warp, for all connecting sewers at each manhole. tight enough to prevent leakage and substantial enough to maintain their shape I. Subdrains - All subdrains shall be of the size and position without springing or settling, shown on the plans and shall Ibe constructed to the when concrete is placed. Forms shall be grades shown. clean and smooth immediately before concreting. J. Utilities - It shall be the responsibility of each contractor to verify all existing utilities and 3. Placing Concrete - Concrete shall be conditions pertaining to his phase of the work. deposited so as to require as little It shall also be the contractors responsibility to rehandling as practicable. When concrete is contact the owners of the various utilities before to be placed at an atmospheric temperature of work is started. The contractor shall notify in 35 degrees F. or less, paragraph 702.10 of writing the owners or the engineer of any changes, the Indiana Department of Transportation errors or omissions found on these plans or in the Specifications latest revision shall be field before work is started or resumed. followed. K. Contractor to grout joints inside storm F. Concrete Curb structures where pipes enter or exit and between structure and casting. 1. Expansion Joints - Shall be 1/2 inch thick premoulded between storm structures & curb. 2. Contraction /Control Joints - Unless otherwise TABLE 1 provided, contraction joints shall be sawed or scored joints spaced 10 feet on center, except for intersection radii where joints shall be placed 5' o.c. MINIMUM SPECIFIED TIME REQUIRED FORA 1.0 psig 3. Finish - Tamp and screed concrete as soon as placed, and fill any honey combed places. DROP FOR SIZE AND LENGTH OF PIPE INDICATED Finish square corners to 1/4" radius and other corners to radii shown. G. Concrete Walks and Exterior Steps Pipe Minimum Length for Time for Diameter Time, Minimum Longer Specification Time for Length (L) Shown, min:s 1. Slopes - Provide 1/4 inch per foot cross In. min:s Time, ft Length, S slope. Make adjustments in slopes at walk 100 ft 150 ft 200 ft 250 ft 300 ft 350 ft 400 ft 450 ft intersections as necessary to provide proper 4 3:48 597 0.360 L 3:46 3:46 3:46 3:46 3:46 3:46 3:46 3:46 drainage. 6 5:40 386 0.854 L 5:40 5:40 5:40 5:40 5:40 5:40 5:42 6:24 2. Dimensions -Walks and steps shall be one 8 7:34 298 1.520 L 7:34 7:34 7:34 7:34 7:36 8:52 10:08 11:24 course construction and of widths and details 10 8:26 239 2.374 L 9:28 9:28 9:28 9:63 11:52 13:51 15:49 17:48 shown on the drawings. 12 11:20 199 3.418 L 11:20 11:20 11:24 14:15 17:05 19:58 22:47 25:38 16 14:10 158 5.342 L 14:10 14:10 17:48 22:15 26:42 31:09 35:36 40:04 3. Finish - Screed concrete and trowel with a 18 17:00 133 7.682 L 17:00 19:13 25:38 32:03 38:27 44:52 51:16 57:41 steel trowel to a hard dense surface after 21 19:50 114 10.470 L 18:60 26:10 34:54 43:37 52:21 61:00 69:48 78:31 surface water has disappeared. Apply medium 24 22:40 89 13.674 L 22:47 34:11 45:34 56:58 68:22 79:46 91:10 102:33 broom finish and scribe control joints at 5 foot spacing. Provide 1/2" expansion joints 27 25:30 88 17.306L 28:51 43:16 57:41 72:07 86:32 100:57 115:22 129:48 where sidewalks intersect, and at a maximum 30 28:20 80 21.388 L 35:37 53:26 71:13 89:02 108:50 124:38 142:25 160:15 spacing of 48 feet between expansion joints. 33 31:10 72 25.852 L 49:05 64:38 88:10 107:49 129:18 150:43 172:21 193:53 38 11 34:00 86 30.788 L 61:17 76:55 102:12 128:12 153:80 179:29 205:07 230:46 P",�s N No.10100357 j O'. STATE OF �NDI ANP.. G� 1\ DATE: 3 -16 -07 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2007) THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE PROS 03 /16/07 U Z DRAWN BY: CHECKED BY: DCC SHEET TITLE: SPECIFICATIONS DRAWING FILES: R: \5K \5076 \003 \DWGS \C901 SHEET NO.: (c9(0)n CD T V 1 O Q E4 Z Q O W nQ 1� Q E4 UD W DATE PROS 03 /16/07 5076.003 DRAWN BY: CHECKED BY: DCC SHEET TITLE: SPECIFICATIONS DRAWING FILES: R: \5K \5076 \003 \DWGS \C901 SHEET NO.: (c9(0)n