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06060003 Civil Construction Plans Rcv. 6/6/2006 DOCS
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NEW M"ARKET STREET, SUITE 200 CAMMEL, INDIANA 46032 13171 574=3400 (3171 574=3919 FAX brenwick@brenwick.com 0 O(SD b boo?) 12821 E. New Market Street Architecture INDEX DESCRIPTION SHEET No. C100 COVER SHEET C1 01 DEVELOPMENT PLAN C1 02 PRE— CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN C103 STORMWATER POLLUTION PREVENTION PLAN C104 TRAFFIC CONTROL PLAN C201 STREET PLAN & PROFILE C401 SANITARY SEWER PLAN & PROFILE C601 STORM SEWER PLAN & PROFILE C801 STREET DETAILS C802 SANITARY & STORM SEWER DETAILS C803—C804 STORMWATER POLLUTION PREVENTION DETAILS & SPECIFICATIONS- C901 SPECIFICATIONS C902 CARMEL SPECIFICATIONS 0 O(SD b boo?) 12821 E. New Market Street Architecture Suite 301 Civil Engineering Interior Design REMSIONS: Carmel, IN 46032 Environmental Engineering Land Surveying DATE: BY: DESCRIFIFION: Telephone: 317.569.8112 Geotechnical Services Landscape Architecture sj,04 T. 861% .... .... Fax: 317.826.6410 GIS LIS Transportation Engineering 4b www.schneidereorp.com Home Builder Services AP No. MG-VAZOPER91 Gm NOT S TZ OE 0 TION CERTIFIED BY: BRANDON T. BURKE E—MAIL ADDRESS: b bu rke @sch n eidercorp. com DATE: 06/6/06 SHEET PROJECT ENGINEER: 0 F CHECKED BY: DATE CHECKED: (D 2006, The Schneider Corporation JOB No. 1238.6003 15 1A a FILE NAME: N: \1 237\6003\DWGS\MOULTR1E\C1 OO.DWG _3 l z n a M 0 Q0 3 0 / Z Ji / O J cc K-` / NOTE: EXISTING PAVEMENT SHALL BE SAW CUT AND REMOVED TO A CLEAN EDGE WHERE NEW PAVEMENT IS TO BE INSTALLED ADJACENT TO EXISTING PAVEMENT. HOLEY MOLEY SAYS "DON'T DIG BLIND 77 "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. ASSUMED NORTH SCALE: 1 "= 30 ' �4 1� 1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. 2. 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. 3. STANDARD SPECIFICATIONS FOR THE HAMILTON COUNTY SURVEYOR SHALL APPLY FOR ALL STORM SEWERS. 4. THE SIZE AND LOCATION OF EXISTING U1LITIES 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. 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. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES. 8. REMOVE AND BACKFILL ALL AREAS WHERE ANY FIELD TILE CROSSES PROPOSED HOUSE PADS. ALL FIELD TILES INTERCEPTED TO BE PERPETUATED INTO STORM SEWER SYSTEM OR LAKE. THE SUBCONTRACTOR SHALL NOTIFY IN WRITING THE OWNER AND THE ENGINEER IN ANY CIRCUMSTANCES WHERE THIS CANNOT BE ACCOMPLISHED. 9. ALL FILL AREAS (ENGINEERED FILL) SHALL BE COMPACTED TO AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY (ASTM D- 1557). FILL UNDER THE FOOLING SHALL BE COMPACTED TO AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY (ASTM D- 1557). FILL SHOULD EXHIBIT A MAXIMUM DRY DENSITY OF AT LEAST 105 PCF, AND HAVE A LIQUID LIMIT LESS THAN 50 AND PLASTICITY INDEX OF LESS THAN 25. SANDY FILL MUST HAVE LESS THAN 15 PASSING A #200 SIEVE. 10. WATERMAIN VALVES SHALL NOT BE LOCATED UNDER PAVEMENT, SIDEWALK OR CURB. 11. 100 YEAR FLOODPLAINS, FLOODWAY FRINGES AND FLOODWAYS: NONE Ti 3 L E 4J 000.00 000.00 ME 000 0 Existing Storm Sewer New Storm Sewer Existing Sanitary Sewer New Sanitary Sewer Existing Contour Proposed Contour Existing Elevation New Pavement Grade All Other Finish Grades Match Existing Grades Storm Structure Number Sanitary Structure Number ORemove Existing 6" ssd OHandicap Ramp ==> Emergency Flood Routing 1:�1 plc '1 IIMnI�I� TBM #44 USGS BENCHMARK CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE FARM ENTRANCE. ELEVATION — 893.39 NOTE: STORM SEWER CASTINGS TO BE LABELED DUMP NO WASTE — DRAINS TO WATERWAY" NOTE: NO KNOWN PUBLIC WATER SYSTEMS WITHIN 50' OF PROPOSED SANITARY SEWERS. NO F.E.M.A. OR D.N.R. MAPPED 100 YEAR FLOODWAY OR FLOODPLAIN PER HAMILTON COUNTY, IN, MAP NUMBER 18057CO2026F. CLAY TOWNSHIP REGIONAL WASTE DISTRICT SANITARY SEWER STRUCTURE NUMBER PREFIX: VWC —W -000 (Village of WestClay —West— Structure number) NOTE: THERE SHALL BE NO WATER VALVES OR MANHOLES WITHIN THE PAVEMENT, CURBS, OR SIDEWALKS. Flow Arrow 6/6/06 -------- - - - - -- 6" Subsurface Drain �- - -- 4" SSD Lot Lateral 000.00 • • • — Swale (0 w Water Main W Existing Trees G Existing Gas Main ---T ---T Existing Telephone V ...... --.e... .._.. ------ - ._����__.__ ...... - Existing Water Main Existing Flowline 00 --- ---- -- Existing Overhead Utilities O 2' Chairback Curb w /Gutter O 2' Valley Gutter O 3' #73 Stone Shoulder am Cc 6" Minimum Depth ORemove Existing 6" ssd OHandicap Ramp ==> Emergency Flood Routing 1:�1 plc '1 IIMnI�I� TBM #44 USGS BENCHMARK CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE FARM ENTRANCE. ELEVATION — 893.39 NOTE: STORM SEWER CASTINGS TO BE LABELED DUMP NO WASTE — DRAINS TO WATERWAY" NOTE: NO KNOWN PUBLIC WATER SYSTEMS WITHIN 50' OF PROPOSED SANITARY SEWERS. NO F.E.M.A. OR D.N.R. MAPPED 100 YEAR FLOODWAY OR FLOODPLAIN PER HAMILTON COUNTY, IN, MAP NUMBER 18057CO2026F. CLAY TOWNSHIP REGIONAL WASTE DISTRICT SANITARY SEWER STRUCTURE NUMBER PREFIX: VWC —W -000 (Village of WestClay —West— Structure number) NOTE: THERE SHALL BE NO WATER VALVES OR MANHOLES WITHIN THE PAVEMENT, CURBS, OR SIDEWALKS. P; G \ST .....E No. 10000075 - STATE OF DATE: 6/6/06 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. (2006) Schneider THE SCHNEIDER CORPORA-110N 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 PROJECT 6/6/06 A � � W o DEVELOPMENT U W N: \ 1238 \6003 \DWGS \MOULTRIE \C101.DWG XREF: 6001- BS.DWG, 6003- BS.DWG XREF: CA2I.DWG, MOULTRIE- BS.DWG XREF: PEITIGRU- BS.DWG SHEET NO.: (Cn(an JQ Q) 0 c OC O a LL am Cc 0 vi z 0 Cn w P; G \ST .....E No. 10000075 - STATE OF DATE: 6/6/06 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. (2006) Schneider THE SCHNEIDER CORPORA-110N 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 6/6/06 ZQ.6003 DRAWN BY: � W o DEVELOPMENT U W N: \ 1238 \6003 \DWGS \MOULTRIE \C101.DWG XREF: 6001- BS.DWG, 6003- BS.DWG XREF: CA2I.DWG, MOULTRIE- BS.DWG XREF: PEITIGRU- BS.DWG SHEET NO.: (Cn(an E---4 Q) z O � z OF Cz z � O � DATE: PROJECT 6/6/06 ZQ.6003 DRAWN BY: CHECKED BY. BET SHEET TITLE: DEVELOPMENT PLAN DRAWING FILES: N: \ 1238 \6003 \DWGS \MOULTRIE \C101.DWG XREF: 6001- BS.DWG, 6003- BS.DWG XREF: CA2I.DWG, MOULTRIE- BS.DWG XREF: PEITIGRU- BS.DWG SHEET NO.: (Cn(an HOLEY MOLEY SAYS "DON'T DIG BLINDn i "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE IT SI AGAINST STHE LAW TO EXCAVATE ASSUMED NORTH WITHOUT THE LOCATION NOTIFYING TWO (2) WORKING UNDERGROUND SCALE: 1 "= 50 ' DAYS BEFORE COMMENCING WORK. f� FR ,i f �`'•,.,4 .,.? t . . n - -'Y f 1 f • , £ �1' I 1. amt' y:-- / - - -- -- ...., ,af _r-•^••* { -;: $� i C.1 r. -4 f'. --. rr - ..1 6.i ,•V�' J f , � ? •� -- `' -..T v'z..�`-..._.:>�i •. . v �� . Lv i... \..., .,1 . \_ .. �- t :'.4 L + 3 �,h `"t �� , ' J a.. 4 =� % ,�` 90 1 MPO ARY CONSTRUCTION �, `y" 'r } �� - ,�. �_ . _ �_..�:. C_ONSTRU:UON �� ENTRANCE _ t -_ -- _ ._ ._. LIMITS TRUCTION �-;_ r-,ON S131ST STREET T: f _ r ,.�. ... ... —. •—.° .._ —�.<« ..... 000 ................ a...,._._.... —.—{; rt i , Y 4 / e — __. r� — • wsem com emc: x 4 . P J 9 PRE` { (l r 10 j t s 1+ X/ , i rr t Ir r ;f r-r. — (( y f l.` 1 if 1 % 1 � r L-•' 7 r A p f r � j f if If ' f i i 1i i i• ' i aa` I l "f ea � , It 3 f i 1� 1 f r f r f f �_j- C_1 CY? f 1 9 0 6.1 r \_! a qny LLJ i 0 F- U) X V ' 05.6 X ti r1' i W W W M r -- "r td �� 0 ,, Z / 4 F � i 3 ` �1 � CTS - CONSTRUCTION-,,-, ;• ..___CONSTRUCTION -_ -A 3'e 1�e S 906. . X t.t V illage of Wesi FUTURE SECTION 906.J X ay ►003�,:r X a M'S A .i { t^) LLJr+ , { 3' .10 ;" ..� V A 906. X Existing Storm Sewer New Storm Sewer Existing Sanitary Sewer New Sanitary Sewer Existing Contour • :•. HATCH PATTERN DENOTES TEMPORARY SEEDING ,'=:'.•J..; HATCH PATTERN DENOTES PERMANENT SEEDING ,O (49 HATCH PATTERN DENOTES EROSION CONTROL BLANKET �V CURB INLET SEDIMENT BARRIER (TYP) SHEET TITLE: BEEHIVE INLET PROTECTION Iq L4 DANDY BAG OR EQUAL (TYP) <ft STRAW BALES (TYP) a SILTATION FENCE -- — — — CONSTRUCTION LIMITS G TEMPORARY SEDIMENT FILTER/BARRIER RECEIVING WATER: JW BRENDLE DITCH & ELLIOT CREEK CONTACT PERSON: KEVIN KRULIK BRENWICK DEVELOPMENT 12821 E. NEW MARKET ST., SUITE 200 CARMEL, IN 46032 (317) 574 -3400 NOTE: ADDITIONAL STORMWATER POLLUTION PREVENTION MAY BE REQUIRED IN THE FIELD BY HAMILTON COUNTY SURVEYOR'S OFFICE OR THE CITY OF CARMEL. NOTE: RULE 5 REQUIRES ALL DISTURBED AREAS THAT WILL POTENTIALLY BE IDLE FOR 15 DAYS OR MORE TO BE STABILIZED (SEEDED, MULCHED, ETC.) IMMEDIATELY. NOTE: THERE SHALL BE NO WATER VALVES OR MANHOLES WITHIN THE PAVEMENT, CURBS, OR SIDEWALKS. \ \ \ \ 1 111111 I I I I No. 10000075 - STATE OF /0NAL DATE: 6/6/06 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS C ONTAIN ED H ERE IN AR E THE EXCLUSIVE INTELLECTUAL PROPERTY P F TH 0 E 0 E SCHNEIDER CORPORATION AND ARE NOT T 0 0 BE USED OR REPRODUCED, �I WHOLE R I P E CED, N OLE 0 N ART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2006) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering E 6/6/06 1238.6003 ,O (49 - �V SHEET TITLE: PRE - CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN W N:\1238\6003\DWGS\MOULTRIE\ClO2.DWG XREF: 6001- BS.DWG, 6003- BS.DWG a XREF: PETTIGRU- BS.DWG SHEET NO.: (Cn(0)2 .� O �V O OC wO Q a LIM ICL O z 0 n 1 V) W \ \ \ \ 1 111111 I I I I No. 10000075 - STATE OF /0NAL DATE: 6/6/06 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS C ONTAIN ED H ERE IN AR E THE EXCLUSIVE INTELLECTUAL PROPERTY P F TH 0 E 0 E SCHNEIDER CORPORATION AND ARE NOT T 0 0 BE USED OR REPRODUCED, �I WHOLE R I P E CED, N OLE 0 N ART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2006) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 6/6/06 1238.6003 DRAWN BY: ct BET SHEET TITLE: PRE - CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN W N:\1238\6003\DWGS\MOULTRIE\ClO2.DWG XREF: 6001- BS.DWG, 6003- BS.DWG XREF: CA2I.DWG, MOULTRIE- BS.DWG XREF: PETTIGRU- BS.DWG SHEET NO.: (Cn(0)2 E-4 z 4) Q oQ n 1 E4 �D z C DATE: PROJECT NO.: 6/6/06 1238.6003 DRAWN BY: CHECKED BY: BET SHEET TITLE: PRE - CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN DRAWING FILES: N:\1238\6003\DWGS\MOULTRIE\ClO2.DWG XREF: 6001- BS.DWG, 6003- BS.DWG XREF: CA2I.DWG, MOULTRIE- BS.DWG XREF: PETTIGRU- BS.DWG SHEET NO.: (Cn(0)2 903.7 -7 902./ TION V CON:S-TRUC A �x ----U,M ITS - Q:-�.4 17_r 11 A . . ...... ... J t . A U11 I r .4 C �I 1 IA -7 0 0 A 7 X 9 0,J. b 9 01 V -TEMPORARY CONSTRUC11ON V A ENTRANCE L A. r, . ... ...... f T STREET. 7 7.7 57_ A mftt I= UM ki;:ii j, X X 6;fd 12. 6 0 9,02 0 tA 6 r- W& REQUIRED 39" 1 BUFFER YARD tX) LLj (n Q 17 Cz?3 -7 X 6 5 (Q 9 02.13 X 01, f 1 11 IF f '1Z I +: 9 o, 00 0 1 X f ox Jf V f �� C, V X 90 2 f 19 / Ir c4n I X e'902.28 I k, Y, CD A U-) ,J If Q X CJ ............ Y� _v ......... . .. HOLEY MOLEY SAYS DON'T DIG BLIND In "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1-800-382-5544 CAL TOLL FREE PER INDIANA STATE LAW IS-69-1991. IT IS AGAINST THE LAW TO EXCAVATE ASSUMED NORTH WITHOUT THE LOCATION SERVICE NOTIFYING TWO (2) WORKING UNDERGROUND it SCALE: 1 = 50 DAYS BEFORE COMMENCING WORK. Existing Storm Sewer New Storm Sewer . . . . . . ... . . . . . 77:: 777 . ........................ ........ ..... ...... ...... . ... ...... ...................... I .......... ....................................... ........... . . ...... ............... ........................................... ...... . ... . ....... X..................... Cl.............. .............. ........... ... . Ell 'Xi CON_ STRUCTION -LIMITS V'7 LLJ ILLJ a ' w -\ LLJ x'' Q X " (D X :Jt, U, X 8 0, % 9 0 a 8) ' � t P X % vi % 7 I f X c, > r-4 9 X A R ,r-A i 13 It D 1,N 4- 1c21 .4; 906.11 X 1 9 0 6. 0 5 .t X 0,-, 8 X �Aj V A Village of Wes -FUTURE SECTION la y 7 906.5 X 0 C) -7 X i_m i HATCH PATTERN DENOTES TEMPORARY SEEDING 6/6/06 HATCH PATTERN DENOTES PERMANENT SEEDING DRAWN BY: HATCH PATTERN DENOTES EROSION CONTROL BLANKET 3- CURB INLET SEDIMENT BARRIER (TYP) C) BEEHIVE INLET PROTECTION PREVENTION PLAN C-D LU STRAW BALES (TYP) XREF: CA21.DWG, MOULTRIE-BS.DWG 19 _0 L .... (Cn(0)3 CONSTRUCTION LIMITS . TEMPORARY SEDIMENT FILTER/BARRIER g LLJ Cl- 4. 0 Ir WM N: Q HOLEY MOLEY SAYS DON'T DIG BLIND In "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1-800-382-5544 CAL TOLL FREE PER INDIANA STATE LAW IS-69-1991. IT IS AGAINST THE LAW TO EXCAVATE ASSUMED NORTH WITHOUT THE LOCATION SERVICE NOTIFYING TWO (2) WORKING UNDERGROUND it SCALE: 1 = 50 DAYS BEFORE COMMENCING WORK. Existing Storm Sewer New Storm Sewer . . . . . . ... . . . . . 77:: 777 . ........................ ........ ..... ...... ...... . ... ...... ...................... I .......... ....................................... ........... . . ...... ............... ........................................... ...... . ... . ....... X..................... Cl.............. .............. ........... ... . Ell 'Xi CON_ STRUCTION -LIMITS V'7 LLJ ILLJ a ' w -\ LLJ x'' Q X " (D X :Jt, U, X 8 0, % 9 0 a 8) ' � t P X % vi % 7 I f X c, > r-4 9 X A R ,r-A i 13 It D 1,N 4- 1c21 .4; 906.11 X 1 9 0 6. 0 5 .t X 0,-, 8 X �Aj V A Village of Wes -FUTURE SECTION la y 7 906.5 X 0 C) -7 X i_m i 906. A 0 Existing Sanitary Sewer New Sanitary Sewer Existing Contour HATCH PATTERN DENOTES TEMPORARY SEEDING 6/6/06 HATCH PATTERN DENOTES PERMANENT SEEDING DRAWN BY: HATCH PATTERN DENOTES EROSION CONTROL BLANKET P34 CURB INLET SEDIMENT BARRIER (TYP) C) BEEHIVE INLET PROTECTION PREVENTION PLAN C-D LU STRAW BALES (TYP) XREF: CA21.DWG, MOULTRIE-BS.DWG SILTATION FENCE F= (Cn(0)3 CONSTRUCTION LIMITS Ts TEMPORARY SEDIMENT FILTER/BARRIER g LLJ Cl- 0 Ir WM N: Q ICL LL ICL C4 ~ 0 :zi LLJ CIO !j "n X r I O 906. A 0 Existing Sanitary Sewer New Sanitary Sewer Existing Contour RECEIVING WATER: JW BRENDLE DITCH & ELLIOT CREEK CONTACT PERSON: KEVIN KRULIK BRENWICK DEVELOPMENT 12821 E. NEW MARKET ST., SUITE 200 CARMEL, IN 46032 L (317) 574-3400 NOTE: ADDITIONAL STORMWATER POLLUTION PREVENTION MAY BE REQUIRED IN THE FIELD BY HAMILTON COUNTY SURVEYOR'S ,OFFICE OR THE CITY OF CARMEL. NOTE: RULE 5 REQUIRES ALL DISTURBED AREAS THAT WILL POTENTIALLY BE IDLE FOR 15 DAYS OR MORE TO BE STABILIZED (SEEDED, MULCHED, ETC.) IMMEDIATELY. NOTE: THERE SHALL BE NO WATER VALVES OR MANHOLES WITHIN THE PAVEMENT, CURBS, OR SIDEWALKS. HATCH PATTERN DENOTES TEMPORARY SEEDING 6/6/06 HATCH PATTERN DENOTES PERMANENT SEEDING DRAWN BY: HATCH PATTERN DENOTES EROSION CONTROL BLANKET P34 CURB INLET SEDIMENT BARRIER (TYP) C) BEEHIVE INLET PROTECTION PREVENTION PLAN DANDY BAG OR EQUAL (TYP) LU STRAW BALES (TYP) XREF: CA21.DWG, MOULTRIE-BS.DWG SILTATION FENCE SHEET NO.: (Cn(0)3 CONSTRUCTION LIMITS Ts TEMPORARY SEDIMENT FILTER/BARRIER RECEIVING WATER: JW BRENDLE DITCH & ELLIOT CREEK CONTACT PERSON: KEVIN KRULIK BRENWICK DEVELOPMENT 12821 E. NEW MARKET ST., SUITE 200 CARMEL, IN 46032 L (317) 574-3400 NOTE: ADDITIONAL STORMWATER POLLUTION PREVENTION MAY BE REQUIRED IN THE FIELD BY HAMILTON COUNTY SURVEYOR'S ,OFFICE OR THE CITY OF CARMEL. NOTE: RULE 5 REQUIRES ALL DISTURBED AREAS THAT WILL POTENTIALLY BE IDLE FOR 15 DAYS OR MORE TO BE STABILIZED (SEEDED, MULCHED, ETC.) IMMEDIATELY. NOTE: THERE SHALL BE NO WATER VALVES OR MANHOLES WITHIN THE PAVEMENT, CURBS, OR SIDEWALKS. T. �c�P��G�STERF .'Q.�F No. 10000075 -�O_ STATE OF 0, zS .. .......... ... "k/17/1111111111110 DATE: 6/6/06 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. (2006) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services ISIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering 2 6/6/06 0 DRAWN BY: CIO r 4 P34 (A) C) STORMWATER POLLUTION PREVENTION PLAN W LU U XREF: CA21.DWG, MOULTRIE-BS.DWG to SHEET NO.: (Cn(0)3 E4 0 Q) 0 WM =o Q ICL LL ICL C4 ~ 0 :zi LLJ T. �c�P��G�STERF .'Q.�F No. 10000075 -�O_ STATE OF 0, zS .. .......... ... "k/17/1111111111110 DATE: 6/6/06 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. (2006) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services ISIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 6/6/06 1238.6003 DRAWN BY: CIO r 4 P34 C) STORMWATER POLLUTION PREVENTION PLAN W N: \1 238\6003\DWGS\MOULTRIE\Cl 03.DWG U XREF: CA21.DWG, MOULTRIE-BS.DWG XREF: PETTIGRU-BS-DWG SHEET NO.: (Cn(0)3 E4 Q) ,� Q o 0 ~ Q :zi CIO r I O DATE: PROJECT NO.: 6/6/06 1238.6003 DRAWN BY: CHECKED BY: BET SHEET TITLE: STORMWATER POLLUTION PREVENTION PLAN DRAWING FILES: N: \1 238\6003\DWGS\MOULTRIE\Cl 03.DWG XREF: 6001-BS.DWG, 6003-BS.DWG XREF: CA21.DWG, MOULTRIE-BS.DWG XREF: PETTIGRU-BS-DWG SHEET NO.: (Cn(0)3 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. CONSTRUCTION Barricade Placement - ROAD CONSTRUCTION SIGN WITH: TYPE "A" CONSTRUCTION WARNING LIGHT PAVEMENT (LOW INDUSTRIAL FLASHING) © - BARREL - NEW PAVEMENT WITHIN R/W 0 - ROAD CONSTRUCTION AHEAD (XW20 -1); 48 "x48" 0 - FLAGGER AHEAD (XW20 -7) 0 - END CONSTRUCTION (XG20 -1); 60"x24" A ■ During Construction - DIRECTION OF TRAFFIC B ■ At the End of Construction Day - FLAGGER REQUIRED 0 -STOP SIGN (R1 -1) NOTE: EXISTING PAVEMENT SHALL BE SAW CUT TO A CLEAN EDGE WHERE NEW PAVEMENT IS TO ASSUMED NORTH 1. IT SHALL BE THE RESPONSIBILITY OF EACH SUBCONTRACTOR TO VERIFY ALL EXISTING U11UTIES AND CONDITIONS PERTAINING TO THEIR PHASE OF WORK. IT SHALL ALSO BE THE SUBCONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS 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 THE FIELD BEFORE WORK IS STARTED OR RESUMED. 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE IS TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 3. ALL CONSTRUCTION INSIDE PUBLIC RIGHT -OF -WAY SHALL BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY OF CARMEL STREET AND ENGINEERING DEPARTMENT FOR CONSTRUCTION INCLUDING MATERIALS, METHODS OF CONSTRUCTION, AND TRAFFIC CONTROL. 4. MAINTENANCE OF TRAFFIC DEVICES ARE TO CONFORM TO INDIANA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, DATED 1995 (LATEST EDITION). FOR MORE DETAIL SEE INDIANA DEPARTMENT OF TRANSPORTATION STANDARD DRAWINGS. 5. ALL TRAFFIC CONTROL METHODS AND PROCEDURES AND LAYOUT, AS DETERMINED BY THE CONTRACTOR, SHALL BE IN COMPLIANCE WITH LOCAL REQUIREMENTS AND THE INDIANA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS, LATEST EDITION. 6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY OF CARMEL STREET DEPARTMENT BEFORE ANY WORK IN R/W IS TO BEGIN. A PRECONSTRUCTION MEETING SHALL BE SCHEDULED TO REVIEW DEPARTMENTS CONSTRUCTION REQUIREMENTS, STAFF NOTIFICA11ON REQUIREMENTS, REQUIRED INSPECTORS AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN CITY RIGHT OF WAY. 7. THE CONTRACTOR SHALL FURNISH, INSTALL AND MAINTAIN IN PROPER WORKING ORDER, ALL CONSTRUCTION SIGNS, LIGHTS, BARRELS AND OTHER TRAFFIC CONTROL EQUIPMENT AS MAY BE REQUIRED TO FULLY MAINTAIN, AS NEARLY AS POSSIBLE, NORMAL TRAFFIC WITHIN THE CONSTRUCTION AREA. CONSTRUCTION SIGNS SHALL REMAIN IN PLACE UNTIL ALL ROAD CONSTRUCTION IS COMPLETE. 8. THE CONSTRUCTION WILL CONSIST OF ADDING AN ACCELERATION /DECELERATION LANE WITH BARREL ARRAYS AND SIGNS POSTED AT EACH END OF THE WORK ZONE AS SHOWN ON THE PLAN. UPON COMPLETION OF WORK THE BARRELS WILL BE REMOVED. 9. CONSTRUCTION HOURS IN THE CITY RIGHT -OF -WAY WILL BE ONLY FROM 9:00 A.M. TO 4:00 P.M. 10. DURING NON - CONSTRUCTION HOURS, BOTH LANES OF TOWNE ROAD WILL BE OPENED FOR PUBLIC USE THIS WILL REQUIRE THAT THE BARRELS BE MOVED TO THE EDGE OF THE EAST BOUND LANE. 11. FLAGGER AHEAD SIGNS TO BE COVERED OR TAKEN DOWN WHEN FLAGGERS NOT PRESENT. 12. ANY DROP OFF ADJACENT TO THE TRAVEL LANE WHICH EXCEEDS 4' MUST HAVE TYPE 11 DRUMS WITH TYPE 'A' FLACHERS SPACED EVERY 100'. 13. ENSURE POSITIVE DRAINAGE ON NORTH SIDE OF ROAD WIDENING. NOTE: ADDITIONAL 131st. STREET IMPROVEMENTS SUCH AS LANDSCAPING AND ASPHALT PATH WILL BE INCLUDED IN 131sT. STREET IMPROVEMENT PLANS PER AGREEMENT BETWEEN BRENWICK DEVELOPMENT AND THE CITY. Village of WestClay FUTURE SECTION 600 MAINTENANCE OF MOULTRIE STREET PETTIGRU DRIVE TRAFFIC PLAN — DURING CONSTRUCTION MOULTRIE STREET & 131ST STREET SCALE: 1" =50' NOTE: EXISTING PAVEMENT SHALL BE SAW CUT TO A CLEAN EDGE WHERE NEW PAVEMENT IS TO BE INSTALLED ADJACENT TO EXISTING PAVEMENT. z_//11/1111/1111�11 00 4' MIN.�_A MOULTRIE STREET 1777177 11- NOTE: ALL SIGNS ARE INSTALLED BY THE CITY AND REQUIRE AN ORDIANCE. Village of WestClay FUTURE SECTION 600 TRAFFIC CONTROL PLAN —POST CONSTRUCTION MOULTRIE STREET 8c 131ST STREET SCALE: 1 " =50' ASSUMED NORTH , 6,11 ay �- FUTURE SECTION 6003 PETTIGRU DRIVE play '*`�—FUTURE SECTION 6003 _�\ NOTE: ALL STRIPING TO BE THERMOPLASTIC. TE,Q���% No. 10000075 �O .- STATE OF DIAN %�z/� /0NAI�;,, \\ 3/t4� I � �� it...". DATE: 6/6/06 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. (2006) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering Z 6/6/06 0 � a- 2E 0 On TRAFFIC CONTROL PLAN Z CC XREF: 6003- BS.DWG, CA21 E4 XREF: PETTIGRU- BS.DWG SHEET NO.: � 0 �V �' w 0 ®C oC 0 IL LL IL 44 0 z 0 O cn S w Q TE,Q���% No. 10000075 �O .- STATE OF DIAN %�z/� /0NAI�;,, \\ 3/t4� I � �� it...". DATE: 6/6/06 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. (2006) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 6/6/06 1238.6003 DRAWN BY: CHECKED BY: BET SHEET TITLE: TRAFFIC CONTROL PLAN DRAWING FILES: w XREF: 6003- BS.DWG, CA21 E4 XREF: PETTIGRU- BS.DWG SHEET NO.: � � Q) �' w z Q oQ O ~ Q Cz � 4 Q DATE: PROJECT NO.: 6/6/06 1238.6003 DRAWN BY: CHECKED BY: BET SHEET TITLE: TRAFFIC CONTROL PLAN DRAWING FILES: N: \1238 \6003 \DWGS \MOULTRIE \C104.DWG XREF: 6003- BS.DWG, CA21 XREF: MOULTRIE- BS.DWG XREF: PETTIGRU- BS.DWG SHEET NO.: (C n �nu 4 HOLEY MOLEY SAYS Sheet Number Description c c DON'T C801 1 Street Cross Section Details C801 3 Choirback Curb w/ Reverse Slope Gutter Detail DIG <� C801 6 Valley Gutter Detail BLIND F C801 5 Pipe Underdrain Detail � 0 EX. 50' GAS LINE "PERMENANT" EASEMENT "IT'S THE LAW" IL.,IC INSTR. # 200400072851 CALL 2 WORKING DAYS BEFORE YOU DIG 1 TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO 7REET �. .— 1- 800 -382 -5544 CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. X77, /Tf /Tf T% /Tl _ _ o _ _ _ _ �_ CALL TOLL FREE ±�19µ� T r --�� -� �- PER INDIANA STATE LAW IS -69 -1991. 2• ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN - ��_C/11/11�L/11/11/ 1� - -- - - - - N �� of I IT IS AGAINST THE LAW TO EXCAVATE SAFETY. CE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER COMPLIANCE WITHOUT NOTIFYING THE UNDERGROUND U-) LOCATION SERVICE TWO (2) WORKING 3 IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY �� -� DAYS BEFORE COMMENCING WORK. ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. -.. .3 es� R REQUIRED 30' BUFFER YARD, ZD Tn ns _ CLAY 5. FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY TOWNSHIP REGIONAL WASTE DISTRICT MAINS, WATER SERVICE LATERALS, SANITARY SERVICE LATERALS 18 I SANITARY SEWER STRUCTURE NUMBER PREFIX: UNDER CITY STREETS, REGARDLESS OF THE JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED 50' DU &SE VWC —W -000 PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE (Village of WestClay — West— Structure number) MATERIAL ABOVE THE SUBGRADE) PLUS 1 -0 ". IF THE STANDARD cli I PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE 50' R W INSTALLATION HAS A MORE STRINGENT COVER REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. w Village of WestClay LU CD �1Ld1L �l FUTURE SECTION 6003 �' TB M #44 USGS BENCHMARK Village of WestClay CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT FUTURE SECTION 6003 EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE FARM ENTRANCE. ELEVATION — 893.39 Q F CTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING �x h° TO SCHEDULE A PRE — CONSTRUCTION MEETING TO REVIEW THE DEPARTMENTS CONSTRUCTION REQUIREMENTS, STAFF NOTIFICA11ON REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED CITY RIGHT —OF —WAY. STREET PLAN SCALE: 1 =50 920 920 915 I 915 + I CD I O cD in7 M + o STREET PROFILE 910 �� QJ HORZ.: 1 = 50 1238.6003 DRAWN BY- CIC5 ,o 0 - - - -� 910 SCALE: VERT.: 1 =5 3 PLAN & PROFILE LLJ Cn Existing Grade New Grade J XREF: PETTIGRU- BS.DWG I XREF: N: \1238 \6001 \DWGS \STREET.DWG SHEET NO.: (C2(Gn mi 0 H Q) ofr. z cc n u am �z o 0i Z 0 905 ,- _ —� 15q 0.70 w o . 0 _96% — Q) -- ---- - - - - -- _ n� — — —9t�� -- - - -- - -- - -- Cz I I 1_900 I 895 895 890 I I 890 885 ME 885 _ CD_ w NOTE: ALL PROFILE GRADE el CD OQp 880 � °+ o N + o ^ + U °° N r o+ o M o REPRESENTS BACK OF 2' T r- CHAIRBACK CURB ELEVATION. 880 1 _ NI� a-o�IMa_ � �� IL6 00 O CV LH O o 0 0 rn rn rn � U6 U-i co 0 o O O rn cfl d? cfl r` C) CD cD 00 CD CD CD CD rn rn 1 +00 2 +00 3 +00 4 +00 STREET PROFILE PROJECT NO.: HORZ.: 1 = 50 1238.6003 DRAWN BY- CIC5 ,o 0 - - - -� SHEET TITLE: SCALE: VERT.: 1 =5 3 PLAN & PROFILE w Existing Grade New Grade J XREF: PETTIGRU- BS.DWG .` Q' �G1STE ��- No. 10000075 STATE OF " %,,1,1,1' 11111IM DATE: 6/6/06 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. I L. y COPYRIGHTED BY THE SCHNEIDER CORP. (2006)11 Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering PROJECT NO.: 6/6/06 1238.6003 DRAWN BY- CIC5 ,o 0 — SHEET TITLE: STREET PLAN & PROFILE w N: \ 1238 \6003 \DWGS \MOULTRIE \C201.DWG o J XREF: PETTIGRU- BS.DWG I XREF: N: \1238 \6001 \DWGS \STREET.DWG SHEET NO.: (C2(Gn mi 0 H Q) ofr. z cc n u am �z o 0i Z 0 w Q) E-1 .` Q' �G1STE ��- No. 10000075 STATE OF " %,,1,1,1' 11111IM DATE: 6/6/06 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. I L. y COPYRIGHTED BY THE SCHNEIDER CORP. (2006)11 Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 6/6/06 1238.6003 DRAWN BY- CIC5 DCC SHEET TITLE: STREET PLAN & PROFILE w N: \ 1238 \6003 \DWGS \MOULTRIE \C201.DWG o XREF: 6003- BS.DWG XREF: PETTIGRU- BS.DWG W XREF: N: \1238 \6001 \DWGS \STREET.DWG SHEET NO.: (C2(Gn H Q) �Q z oQ z z �z Q) E-1 U Cz DATE: PROJECT NO.: 6/6/06 1238.6003 DRAWN BY- CHECKED BY: DCC SHEET TITLE: STREET PLAN & PROFILE DRAWING FILES: N: \ 1238 \6003 \DWGS \MOULTRIE \C201.DWG XREF: 6001- BS.DWG XREF: 6003- BS.DWG XREF: PETTIGRU- BS.DWG XREF: MOULTRIE- BS.DWG XREF: N: \1238 \6001 \DWGS \STREET.DWG SHEET NO.: (C2(Gn TBM #44 USGS BENCHMARK CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE FARM ENTRANCE. ELEVATION — 893.39 CLAY TOWNSHIP REGIONAL WASTE DISTRICT SANITARY SEWER STRUCTURE NUMBER PREFIX: HOLEY MOLEY SAYS �--- Sheet Detail Number Description P C802 1 Precast Reinforced Concrete Manhole C802 5 Sanitary Sewer Bedding Detail C802 C802 6 7 Service Connection To Main Sewer 1 Wye & Lateral Capping Detail PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. XREF: 6003— BS.DWG XREF: SANITARY.DWG SHEET NO.: a 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD �� VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION 0 0c BEGINS. 0 HOLEY MOLEY SAYS PROJECT NO.: 6/6/06 c c 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO DON'T CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. DIG 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE BLIND [� PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. XREF: 6003— BS.DWG XREF: SANITARY.DWG SHEET NO.: a 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD �� VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION 0 0c BEGINS. 0 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. 0 5. ALL WYE, LATERAL AND PROFILE STATIONS ARE FROM THE 0 z 0 NEAREST DOWNSTREAM MANHOLE. (MH) IT'S THE LAW" 6. WYES AND LATERALS TO BE 6" PIPE UNLESS OTHERWISE CALL 2 WORKING DAYS BEFORE YOU DIG C SPECIFIED. Vwc -W —oOO 1 —O00- 382 -5544 7. ALL WYE CONNECTIONS SHALL HAVE A MINIMUM OF FIVE (5) (Village of WestCla West— Structure number CALL TOLL FREE FOOT LATERAL EXTENSION CONNECTED TO THE WYE, OR y NOTE: PER INDIANA STATE LAW IS -69 -1991. EXTEND TO THE UTILITY AND DRAINAGE EASEMENT OF THE THERE SHALL BE NO WATER VALVES OR IT IS AGAINST THE LAW TO EXCAVATE LOT, WHICHEVER IS GREATER, BUT IN NO CASE SHOULD THE WITHOUT NOTIFYING THE UNDERGROUND END OF THE LATERALS BE CLOSER THAN FIVE (5) FEET TO MANHOLES WITHIN THE PAVEMENT, CURBS, LOCA11ON SERVICE TWO (2) WORKING THE BUILDING LINE, UNLESS NOTED OTHERWISE. THE END OF OR SIDEWALKS. DAYS BEFORE COMMENCING WORK. THE LATERAL SHALL BE PLUGGED OR CAPPED, UNLESS 8. LATERALS RUNNING TO THE OPPOSITE SIDE OF THE STREET SHALL EXTEND TO THE U1LITY AND DRAINAGE EASEMENT OF THE LOT, BUT IN NO CASE SHOULD THE END OF THE LATERALS BE CLOSER THAN FIVE (5) FEET TO THE BUILDING LINE, UNLESS OTHERWISE NOTED. 9. FINAL BACKFILL FOR WATER MAINS WATER SERVICE EX. 50' GAS LINE "PERMENANT" EASEMENT 9 LATERALS, SANITARY MAINS AND SANITARY SERVICE INSTR. # 200400072851 LATERALS UNDER AND WITHIN 5 -FEET OF PAVEMENT SHALL ._... _ . ...... BE B- BORROW FOR STRUCTURAL BACKFILL MEETING THE ST STREET �" MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE T �7�/�� r :: _ _ - COMPACTED IN 6 -INCH MAXIMUM LIFTS TO NOT LESS THAN j�° S` ��� /SILL /11 /1l 95% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH !L-LLU11 /z/zz/1l LL OF THE MATERIAL PLACED. THE BACKFILL FOR THE TOP 6- 131ST STREET f` INCHES OF THE EXCAVAl10N BELOW THE START OF THE AGGREGATE SUBBASE OF THE PAVEMENT SHALL BE NO 53 _. VE S o ::. - - E INDOT STONE MEETING THE MATERIAL REQUIREMENTS OF TH —� _a�� AND SHALL BE COMPACTED TO NOT LESS THAN 95 V PRACTICE STANDARD PROCTOR DENSITY. IF THE STANDARD P SIGN M . OF THE UTILITY THAT HAS URISDICTTO OVER THE ' - S � U J N y.s REQUIRED 30 BUFFER YA �• :,:�,' �- _ INSTALLATION HAS A MORE STRINGENT FINAL BACKFILL 77 776 REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL LL GOVERN. 118 10. ANY UTILITY OR LATERAL CROSSINGS CLOSER THAN 18 INCHES 50' DU &SE "' I' is IN SEPARATION REQUIRES CONCRETE ENCASEMENT. WYE & LAT. I V• 11. FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY illage of WestClay 3 +00 r MAINS, WATER SERVICE LATERALS, SANITARY SERVICE LATERALS UNDER CITY STREETS, REGARDLESS OF THE JURISDICTION OF THE FUTURE SECTION 6003 IR/Wi w .f; !g UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED 50 I ! PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE ILLJ Village of WestClay _�5r EF ;:, --- PAVEMENT SEC11ON THICKNESS ALL BITUMINOUS AND w FUTURE SECTION 6003 �- 5'A AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1-0-. IF THE J STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION ILU ZD I l I OVER THE INSTALLATION HAS A MORE STRINGENT COVER I I REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL I 11 GOVERN. 12. BEDDING, HAUNCHING AND INITIAL BACKFILL MATERIALS, PLACEMENT AND COMPACTION FOR WATER MAINS, WATER SERVICE LATERALS, SANITARY MAINS AND SANITARY SERVICE LATERALS SHALL BE IN ACCORDANCE WITH THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION. SANITARY SEWER PLAN SCALE: 1 " =50' 925 925 _ _ 0 _ ILLJ z Q o z � 920 < 920 Q Q cn w � z co 00 Q Cn U0 915 - r �- 915 U CD 00 CD > ° Lri I. -- c I °o F— U-) C,-) > 4 00 I- �c3 x CD= O cn ►-= z LLJ 910 910 - - - x IL J X W 905 900 900 309, 895 1.00% �� 895 890 890 885 885.___ SANITARY SEWER PROFILE H OR Z.: 1 "=50' SCALE: �����/ VE R T.. 1"=5' Existing Grade New Grade Granular Backfill pON B� T ' %.�i', � G \STE/� No. 10000075 � - STATE OF a` AND I AIA 0NAIL DATE: 6/6/06 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. 11 U COPYRIGHTED BY THE SCHNEIDER CORP. (2006)1 1 Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering PROJECT NO.: 6/6/06 1238.6003 ,0 CIO �V C> SANITARY SEWER PLAN & PROFILE W N: \1238 \6003 \DWGS \MOULTRIE \C401.DWG [� XREF: PETTIGRU— BS.DWG XREF: 6003— BS.DWG XREF: SANITARY.DWG SHEET NO.: J 0 �0 �� 0 0c cc 0 ®. LLS 0 0 z 0 2E S w a= pON B� T ' %.�i', � G \STE/� No. 10000075 � - STATE OF a` AND I AIA 0NAIL DATE: 6/6/06 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. 11 U COPYRIGHTED BY THE SCHNEIDER CORP. (2006)1 1 Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 6/6/06 1238.6003 DRAWN BY: CIO DCC C> SANITARY SEWER PLAN & PROFILE W N: \1238 \6003 \DWGS \MOULTRIE \C401.DWG [� XREF: PETTIGRU— BS.DWG XREF: 6003— BS.DWG XREF: SANITARY.DWG SHEET NO.: 4 �� � Q oQ 0 Q C o DATE: PROJECT NO.: 6/6/06 1238.6003 DRAWN BY: CHECKED BY: DCC SHEET TITLE: SANITARY SEWER PLAN & PROFILE DRAWING FILES: N: \1238 \6003 \DWGS \MOULTRIE \C401.DWG XREF: 6001— BS.DWG, MOULTRIE— BS.DWG XREF: PETTIGRU— BS.DWG XREF: 6003— BS.DWG XREF: SANITARY.DWG SHEET NO.: 4 A HOLEY MOLEY SAYS Tqcf Sheet "DON'T Description DIG 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE 1 2 LOCAL AND STATE STANDARDS. C803 BLIND" 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN Beehive Inlet Detail COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER N: \1238 \6003 \DWGS \MOULTRIE \C601.DWG U C803 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY Precast Concrete End Section ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. 45§imSAFETY. 6 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. C803 5. FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY Double Chariback Curb Inlet Detail MAINS, WATER SERVICE LATERALS, SANITARY SERVICE LATERALS "IT'S THE LAW" UNDER CITY STREETS, REGARDLESS OF THE JURISDICTION OF THE 0 UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED CALL 2 WORKING DAYS BEFORE YO U D IG PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE OC 1-800- 382 -55" PAVEMENT SEC11ON THICKNESS (ALL BITUMINOUS AND AGGREGATE a CALL TOLL FREE MATERIAL ABOVE THE SUBGRADE) PLUS 1 -0 ". IF THE STANDARD ion CC PER INDIANA STATE LAW IS -69 -1991. PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE z INSTALLATION HAS A MORE STRINGENT COVER REQUIREMENT, THE IT IS AGAINST THE LAW TO EXCAVATE MORE STRINGENT REQUIREMENT SHALL GOVERN. &i z 0 WITHOUT NOTIFYING THE UNDERGROUND Cn w LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. A -1 � 0; O Sheet Number Description C803 C803 1 2 Bedding Detail — Reinforced Concrete Pipe (RCP) Choirbock Curb Inlet Detail C803 4 Beehive Inlet Detail wr-4 N: \1238 \6003 \DWGS \MOULTRIE \C601.DWG U C803 5 Precast Concrete End Section C803 6 RipRop Detail @ End Section C803 3 Double Chariback Curb Inlet Detail 0 0c STORM SEWER PROFILE PROJECT NO.: HORZ.: 1 =50 SCALE: »_ - -- -��, DRAWN BY: % 10 a Existing Grade Granular Backfill VERT.. 1 5 New Grade No. 10000075 - STATE OF C) ss /ANAL "///// ;/ IIIIIIIIIUt1 \ DATE: 6/6/06 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. 11 U COPYRIGHTED BY THE SCHNEIDER CORP. (2006)1 I Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 301 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www. sch n eidercorp. com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering PROJECT NO.: 6/6/06 1238.6003 DRAWN BY: C-0 10 a P 2E PLAN & PROFILE wr-4 N: \1238 \6003 \DWGS \MOULTRIE \C601.DWG U LU XREF: PETIIGRU— BS.DWG IL SHEET NO.: E-a 0 0 0c OC 0 a LL ion CC O z &i z 0 Cn w No. 10000075 - STATE OF C) ss /ANAL "///// ;/ IIIIIIIIIUt1 \ DATE: 6/6/06 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. 11 U COPYRIGHTED BY THE SCHNEIDER CORP. (2006)1 I Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 301 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www. sch n eidercorp. com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 6/6/06 1238.6003 DRAWN BY: C-0 DCC O STORM SEWER PLAN & PROFILE wr-4 N: \1238 \6003 \DWGS \MOULTRIE \C601.DWG U XREF: MOULTRIE— BS.DWG XREF: PETIIGRU— BS.DWG w SHEET NO.: E-a z O z w r—� O �--� DATE: PROJECT NO.: 6/6/06 1238.6003 DRAWN BY: CHECKED BY: DCC SHEET TITLE: STORM SEWER PLAN & PROFILE DRAWING FILES: N: \1238 \6003 \DWGS \MOULTRIE \C601.DWG XREF: 6003.DWG XREF: MOULTRIE— BS.DWG XREF: PETIIGRU— BS.DWG XREF: STORM.DWG SHEET NO.: X=WIDTH OF SIDEWALK 6' -0" X IF X< 48" THEN TRA TION SLOPE OF FLARED REA A SIDE SHALL NOT t-V EXCEED 1:12 M Q LLJ. STD 2 CHAIR BACK CURB 0: A TRANS N 5' -un < A C11r 5 ... Li LL] - w ..X 0 STD 2' CHAIR BACK CURB 1:10 A 1:10 PAVEMENT SECTION U U 0C O Qc 00 O O Cil cc 1.� Cl\ 8" 8„ 8" SECTION "A- A" VALLEY GUTTER AND S r.11RR) W-0 LW-0 PAVEMENT SECTION 4'— 0" PLAN VIEW SEALED 6 0" EXPANSION� JOINT 1 1/2"R MAX. 1:12 SLOPE PAVEMENT d. ............... a: '--"�CONCRETE CURB 4 SECTION A-A WHEELCHAIR RAMP DETAIL 6 LIMITS OF PATCH EXIST. PAVEMENT —\ //—SAW CUT FOR CLEAN BREAK EXIST. PAVEMENT 1/2- HAC SURFACE (MAX.) 4 -A '12"A A -4 \—PLAIN CONCRETE 1' -0» 1 0" MIN. MIN, FLOWABLE FILL N OTES: 1. NEW SURFACE TO BE SLOPED AT SAME RATE AS EXISTING SURFACE. 2. TRENCH SPOIL IS TO BE REMOVED FROM THE WORK SITE. 3. BITUMINOUS TACK TO BE APPLIED PER INDIANA DEPT. OF HIGHWAYS STANDARD SPECIFICATIONS 1998 SECTION 409 AND 902. 4. ALL LANE MARKINGS, STRIPING, STOP BARS, ETC. DISTURBED OR REMOVED DURING EXCAVATION ACTIVITIES, SHALL BE RETURNED TO THEIR ORIGINAL CONDITION. 5. CUT SHALL BE STEEL PLATED DURING CONCRETE CURE TIME AND UNTIL ASPHALT IS APPLIED. ROAD PATCH DETAILK�7� 111.1, 11 4'-0" MIN. (SEE PLAN) I PREPARED SUBGRADE R/W LINE—/ 48'-0" BETWEEN EXPANSION JOINTS (MAX.) TYPICAL SIDEWALK SECTION NOT TO SCALE THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE MATERIAL TO THE REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 6" IN DEPTH. SUBGRADE UNDER ALL CURB, SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS. CONCRETE SIDEWALK ALL TRANSVERSE JOINTS SHALL BE TOOLED OR SAWED TO 1/4 OF THE WALK THICKNESS. NOT TO SCALE SIDEWALK CONSTRUCTED WITH DRIVEWAY OR ALLEY ENTRANCES SHALL HAVE MIN. THICKNESS OF 6" OR THICKNESS OF THE DRIVEWAY OR ALLEY APRON, WHICHEVER IS GREATER. SIDEWALK DETAIL K�8 1\ C801 50' RIGHT OF WAY 28' FACE TO FACE 5' 6 14' 14' 5 6 CHAIR BACK CURB PROFILE GRADE 6" CHAIR BACK CURB 1/4" PER FOOT MIN 1/4" PER FOOT MIN d, ALI MIN SLOPE 1/4" PER FOOT MIN 41, 91 5' WALK 1.5" HAC SURFACE #11 5' WALK 2" HAC BINDER #8 3" HAC BASE #5D PIPE UNDERDRAIN (TYP) r 7" #53 STONE 0 0 P PREPARED SUBGRADE PER INDIANA DEPARTMENT SEE DETAIL OF TRANSPORTATION SPECS. No. 207 NOTE: ALL PAVING TO BE COMPLETED IN ONE PAVING SEASON. STREET CROSS SECTION A—Ari--� ��11 50' TOP OF CURB TRANSVERSE EXPANSION JOINTS \\—BOTTOM OF CURBJ PAVEMENTY TRANSVERSE CONTRACTION JOINTS (10' MAX. SPACING) NOTE: MAXIMUM TRANSVERSE CONTRACTION JOINT SPACING ON RADII SHALL BE 5 FEET. CURB JOINT DETAIL r2 1\ �11 D < z z z z LLJ jj� - W 0 0 0 0 Q Q� LL :2a r--3" OF TOPSOIL BACKFILL C14 T 24" COMPACTED SUBGRADE COMBINED CONCRETE CURB 3 AND GUTTER (TYPE 11)_ ��01 3" to 4" (75mm TO 1 00mm) HIGH LETTER TO BE STAMPED AS FOLLOWS: S is for Storm Sewer SS is for Sanitary Sewer D is for Subsurface or Base Drain C is for Conduit G is for Gas W is for Water NOTES: 1. Curb to be stomped at all locations where any of the above cross under a curb. 2. Letter to be stomped prior to concrete setting up, whenever possible. 3. Stamp to be a minimum of 1/2 inch (10mm) deep. CURB STAM P C801 4 NO SCALE I Ecrth Or 5-idewalk S-urfc�s —Corr re- Curb Or CL;rb 14 GuUc- P ov e M en, 'S W--Shed Aggregote i X ZE C3 PIPE UNDERDRAIN DOUBLE WALL HANCOR HI-0 OR EQUIVALENT Min.l Min. V-2" Ylrl. PIPE L- (Typical Installations) NOTE: PIPE SHALL CONFORM TO REOUIREMENTS OF SECTION 906.17 OF STANDARD SPECIFICATIONS. INSTALLATION REQUIRED: BOTH SIDLES OF PAVEMENT WHERE REQUIRED BY THE ENGINEER. CITY OF CARMEL STANDARDS SUBSURFACE DRAIN R EEV 1 S E D F—IGUPE 10-9 2 0 LU 0. 2E mi 0 OW wo 0 IL LL IL Cc 0 (D cr) Ld x0`0 ON T 0�PGISTER�; No. 10000075: -;0- -- STATE OF 0.. 5ot 70 N A L DATE: 6/6/06 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. (2006) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569-8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering CZ C) E-" C) 0 04 DATE: PROJECT NO.: 6/6/06 1238.6003 DRAWN BY: CHECKED BY: BET SHEET TITLE: STREET DETAILS DRAWING FILES: N: \1238\6003\DWGS\MOULTRIE\C801.DWG SHEET NO.: x0`0 ON T 0�PGISTER�; No. 10000075: -;0- -- STATE OF 0.. 5ot 70 N A L DATE: 6/6/06 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. (2006) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569-8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering CZ C) E-" C) 0 04 DATE: PROJECT NO.: 6/6/06 1238.6003 DRAWN BY: CHECKED BY: BET SHEET TITLE: STREET DETAILS DRAWING FILES: N: \1238\6003\DWGS\MOULTRIE\C801.DWG SHEET NO.: DATE: PROJECT NO.: 6/6/06 1238.6003 DRAWN BY: CHECKED BY: BET SHEET TITLE: STREET DETAILS DRAWING FILES: N: \1238\6003\DWGS\MOULTRIE\C801.DWG SHEET NO.: OFFICE OF THE HAMILTON COUNTY SURVEYOR STRUCTURE SIZING TABLE PIPE STRUCTURES STRUCTURES ANGLE AND STEPS CURB CASTING SIZE LESS THAN 48" GREATER THAN QUALITY OF REQUIRED CASTING •3501 TL (INCHES) FROM T/C TO 48" FROM T/C PIPES WILL 2.20' •R -3501N & TR R -3010 INVERT TO INVERT REQUIRE E 776 1 905.17 901.58 2 2.52' DESIGN CURB INLET R -3010 12" 12 TO 18 SPECIAL 24 X 4 ••• DESIGN NO YES YES 1.79 24 11X24" BEEHIVE APPROVAL 12" 18" W 12 TO 21 30 X 30 =_• DESIGN NO YES YES APPROVAL 18 TO 21 MH /BOX DESIGN YES YES YES APPROVAL 21 TO 27 24 X 38. OR »•• DESIGN NO NO YES 36 X 38 APPROVAL 12 TO 24 38 X 36 ••• DESIGN NO YES YES APPROVAL 24 OR LARGER DESIGN ••• DESIGN NO NO YES APPROVAL APPROVAL 24 OR LARGER MH /BOX DESIGN YES** YES YES APPROVAL * PIPES NO LARGER THAN 18" CAN BE USED IN THE 2' SIDE OF THIS BOX. — INCOMING AND OUT GOING PIPES EFFECT STEPS IN THIS STRUCTURE. — SPECIAL NOTE: STRUCTURES DEEPER THAN 48" FROM T/C TO INVERT WILL BE A M.H. OR A BOX WITH STEPS UNLESS SPECIAL DESIGN 13 APPROVED. SPECIAL NOTE: STRUCTURES WILL BE DESIGNED FOR MAXIMUM FLOW IN PIPES. SPECIAL NOTE: COUNTY MAY REQUIRE STEPS TO BE INSTALLED AFTER STRUCTURE IS SET, TO IMPROVE ACCESS. HAMILTON COUNTY SURVEYOR'S OFFICE REVISED: 1 FEB 2002 STANDARD PLAN APPROVED D -18 KENTON C. D. HAMILTON OUNTY SURVEYOR D E GREATER THAN 5' FROM PAVEMENT: FINAL BACKFILL SHALL BE CLEAN FILL MATERIAL FREE OF ROCKS LARGER THAN 4" DIA, FROZEN LUMPS OF SOIL, WOOD OR OTHER EXTRANEOUS MATERIAL COMPACTED IN 12" MAX LIFTS TO NOT LESS THAN 90% STANDARD PROCTOR DENSITY. 0 S OI LJ PLACEMENT 1/2 TRENCH DEPTH MIN.) LLI ° U LIJ 12" MIN. - B- BORROW WITHIN 5' AND UNDER PAVEMENT: FINAL BACKFILL SHALL BE B- BORROW (INDOT SPEC) COMPACTED IN 6" MAX LIFTS TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY. 6" BELOW AGGREGATE SUBBASE OF PAVEMENT SHALL BE #53 STONE (INDOT SPEC) COMPACTED TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY. SHALL MEET OR' EXCEED REQUIREMENTS OF JURISDICTIONAL AUTHORITY IF MORE STRINGENT. FINAL BACKFILL BEDDING BEDDING, HAUNCHING, AND INITIAL BACKFILL SHALL BE B- BORROW (INDOT SPEC) COMPACTED IN 6" LIFTS MAX TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY. INITIAL BACKFILL AREA SPRING LINE OF PIPE HAUNCHING AREA -BEDDING AREA O.D. OF PIPE FOUNDATION 4" MIN.- J ` (REQUIRED IN UNSTABLE SOIL) (3" MIN. @ BELL OF PIPE) 12 X12" No. 8 STONE STORM SEWER- TRENCH 8c PIPE EMBEDMENT DETAIL csoz STRAIGHT CURB & GUTTER NEENAH TYPE CASTING NO. R -3010 "DUMP NO WASTE- DRAINS TO WATERWAY" ASPHALT �—_ NOTE: AS DETAIL SHOWS, STRUCTURE SHALL BE CONSTRUCTED SUCH THAT NO PART OF THE STRUCTURE EXTENDS UNDER THE MAINLINE PAVEMENT BEYOND THE LIMIT OF THE CASTING FRAME. STANDARD REINFORCED CONC. BASE *FOR DIMENSIONS SEE D -18 ON C806. NOTE: STRUCTURES SHALL PROVIDE PRECAST INLETS WITH PRECAST OPENINGS. CHAIRBACK CURB INLET DETAIL NEENAH R- 1642 -A W /SELF SEALING LID (OR EQUAL) W /CLOSED PICKHOLES FINISH GRADE STAMPED "SANITARY SEWER" WITHIN 5' AND UNDER PAVEMENT: FINAL BACKFILL SHALL BE B- BORROW (INDOT SPEC) COMPACTED IN 6" MAX LIFTS TO DOUBLE ROW OF 1/2" KENT SEAL NOT LESS THAN 95% STANDARD PROCTOR. 6" BELOW N Q 2' -0" DIA. 1/2 TRENCH AGGREGATE SUBBASE OF PAVEMENT SHALL BE #53 STONE NOTE PRECAST CONC. MANHOLE CONFORMS TO ASTM C -478 DEPTH MIN. (INDOT SPEC) COMPACTED TO NOT LESS THAN 95% STANDARD INFl— SHIELD "UNIBAND" RINGS JOINT CONFORMS TO ASTM C -443 PROCTOR. SHALL MEET OR EXCEED REQUIREMENTS OF OR APPROVED EQUAL SEAL o TAPERED CONE JURISDICTIONAL AUTHORITY IF MORE STRINGENT. PER SPECIFICATIONS SECTION a11, ali, X11, al), a11, all,all, MANHOLE STEPS MATERIAL ° SHALL BE COPOLYMER POLYPROPYLENE _ _ __ 00 — — — — — — — — — •. / II III \� \� ��� \� Z 0 - PRECAST CONCRETE / // ° z -� SECTIONS 0 z J �` 4 4' Ld F SOIL Ld \� /� \/ / V) m��o �/ II PLACEMENT ° //j V) Q w (16" MAX.) II Ld U ~Q° - II I z 10 I LLJ II / BEDDING `° II II BUTYL RUBBER COATING MANHOLE STEPS AS PER SPECIFICATION INTERIOR JOINTS AND LIFT II I� 1-1/ N 0. 8 CRUSHED STONE (TYP.) AND DOUBLE ROW OF HOLES SHALL BE SEALED 1 /2" KENT SEAL 4' -0" DIA. WITH NON- SHRINK GROUT. NO GROUT ABOVE TOP OF 3" TYP. CONE SECTION. ' 12 MIN . SPRING LINE OF PIPE ...b ..: .....' .a. '. `� ... Q . �y . .. . '.•: 4:'. ' FILL NTH CLASS "B" PLAN CONCRETE ..... '.... NOTE: PIPE TO MA N HOLE ' BENCHWALL HEIGHT SHALL CONNECTIONS MUST BE MAD E . D. PRECAST BASE ° BE ............. .' 80% OF PIPE DIA. WITH A KOR -N -SEAL BOOT OR EQUIVALENT. 00 . . . . . O.pO.00. pO.0 O.0 —VI p O p o° O. ° O. ° ° ° ° ° O° O . oO. oO. pO. p °° 0. 0Do.0Do. 0D °°° °°° ° ° ° p° °0 !~6" MIN. NO. 8 CRUSHED STONE #4 ®12" EA. WAY o O• o O• o O• o O• o O• o O• o D. p ;O. p oO REQUIRED UNDER MANHOLE BASE O.D. OF PIPE FOUNDATION FOR LEVELING AND SUPPORT 2 6" MIN. � (REQUIRED IN UNSTABLE SOIL) 4' -0" MIN. MANHOLE BASE FOR PRECAST 12 12„ " SECTION A--A (MIN.) (MIN.) 5 SANITARY MANHOLE DETAIL — � SANITARY TRENCH & PIPE EMBEDMENT DETAIL C8o2 CARMEL O2 NORMAL GRADE 1/4" PER FOOT MIN.-1/8" PER FOOT CONNECT TO EXISTING SERVICE PLUG FOR FUTURE CONNECTION. PLUG SHALL BE ABLE TO PASS AIR PRESSURE TEST REQUIRED FOR SEWER MAIN. USE 6" SEWER PIPE UNLESS OTHERWISE SPECIFIED APPROX. 90• 30' MIN 45' MAX. ISOMETRIC PLAN LONG RADIUS V SECTION A —A R DIAMETER AS SPECIFIED f ON PLAN OR SCHEDULE PLAN VIEW CONNECTION TO MAIN SEWER � C802 -, COVER & SEAL * BELL HOLES SHALL BE PROVIDED AND THE TRENCH PREPARED SO THAT THE BOTTOM IS PROPERLY I I USE 6" SEWER PIPE UNLESS SUPPORTED THROUGHOUT ITS I I OTHERWISE SPECIFIED LEN GTH . I I I I I I I I I APPROX 90' I I I I I I LONG RADIUS CURVE I DIAMETER AS - - - -- - - - - -J �- --- - - - - -- - - - - - - - SPECIFIED I I I ON PLANS - - -- I ----- - - - - -I ---- - - - - -I - - - - -- *SEAL MUST BE ABLE TO PASS AIR PRESSURE TESTS REQUIRED FOR SEWER MAIN WYE & LATERAL CAPPING DETAIL r7 �11 Storm Structure Data Table STR.# T.C. INV. IN INV. OUT DEPTH STR. SIZE STIR. TYPE CASTING TYPE PIPE SIZE DIRECTION IN OUT IN OUT 777 905.17 - 901.80 2.20' 24 "X24" CURB INLET R -3010 - 12" - E 776 1 905.17 901.58 901.48 2.52' 24 "X24" CURB INLET R -3010 12" 12" W E EX 775 903.34 900.26 899.86 1.79 24 11X24" BEEHIVE R -4342 12" 18" W S E *CONTRACTOR TO VERIFY ABOVE OR ALTERNATE STRUCTURE TYPES AND SIZES PER D -18. PLACE 11Z DIA I PREFORMMED GASKt I MA ItKIAL IN EACH KEYWAY (SEE DETAIL). PLAN VIEW PRECAST CONCRETE ADJUSTING RING OR FLANGE OF CASTING p•' •• • • :•'� .'.'...'..'.'..V .'..'....'.'.'..'. NOMINAL 1/2- BUTYL RUBBER 24" 1. D. 1= BASE EXTRUDABLE PREFORMED GASKET MATERIAL (TYP) SEE DPW SPECS. GASKET DETAIL SECTION A —A 63' 4 " -12" 1/2" ADJUSTING RING DETAIL n Ni 2500 psi CONCRETE BOTTOM OF TRENCH (FIGURE 5 -46) C802 Perspective View -earth cut away © To be used when clear distance between pipes is 18" or less, or where noted on the drawings. CONCRETE CRADLE rS-- �12 SANITARY OR STORM SEWER �� TYPICAL UTILITY CROSSING U o\011111 I I �QON T. so %//, No. ' 10000075 STATE OF DIMA ,,,, ,1111 I I I I 1 1111► , , , , ,, DATE: 6/6/06 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. (2006) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering 2 6/6/06 1238.6003 ,o ct z V On SANITARY AND STROM SEWER E 1z N: \ 1238 \6003 \DWGS \MOULTRIE \C802.DWG E4 IL CO 2E Jo OX X a LLM O z O Cn w U o\011111 I I �QON T. so %//, No. ' 10000075 STATE OF DIMA ,,,, ,1111 I I I I 1 1111► , , , , ,, DATE: 6/6/06 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. (2006) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 6/6/06 1238.6003 DRAWN BY: ct rT, SHEET TITLE: SANITARY AND STROM SEWER DETAILS W N: \ 1238 \6003 \DWGS \MOULTRIE \C802.DWG E4 C co�(D2 Q CD Q U U CIO z o 1�41 DATE: PROJECT NO.: 6/6/06 1238.6003 DRAWN BY: CHECKED BY: BET SHEET TITLE: SANITARY AND STROM SEWER DETAILS DRAWING FILES: N: \ 1238 \6003 \DWGS \MOULTRIE \C802.DWG SHEET NO.: C co�(D2 STORMWATER POLLUTION PREVENTION PLAN INDEX Al Plan Index provided below A2 11 "x17" Plot denoting lot numbers, boundaries and streets is provided separately. A3 Project Type: Moultrie Street A4 Vicinity Map: Denoted on Sheet C100 A5 Legal Description of Project Site: See attached Secondary Plat and N01 Letter. A6 Location of all lots and proposed site improvements: See Development Plan Sheet C101. A7 14 Digit Hydrologic Unit Code: 05120201090060 & 05120201120080 A8 State or Federal water quality permits: None A9 Specific points where stormwater discharge will leave the site: The storm water will sheet flow to the gutter of Moultrie Street and then flow to proposed curb inlets. This storm sewer is then routed through a series of detention ponds prior to entering Elliot Creek. Storm water will also sheet flow to the gutter and swole of 131st Street and then flow to an existing beehive. This storm sewer is then routed through Schricker Pond before entering the JW Brendle Drain. See Site Development Plan Sheet C101 for more detail. A10 Location of all wetlands, lakes & water courses on and adjacent to site: Horleston Pond is located east of Moultrie Street. Schricker Pond is located southwest of Moultrie Street. See Site Development Plan Sheet C101 for more detail. All Receiving Waters: JW Brendle Drain & Elliot Creek Al2 Identification of potential discharges to groundwater: none. A13 100 Year Floodplains, Floodways and Flood Fringes: none. A14 Pre - Construction and Post Construction Peak Discharge: 10 year Pre - Construction Peak Discharge = 1.1 CFS 10 year Post Construction Peak Discharge = 1.5 CFS A15 Adjacent Land Use: North: 131st Street South: Commercial - Village of WestClay Future Section 6003 East: Commercial - Village of WestClay Future Section 6003 West: Commercial - Village of WestClay Future Section 6003 A16 Locations and approximate boundaries of all disturbed areas: See Sheets C102 -C103 for locations. Al/ Identification of existing vegetative cover. See Stormwater Pollution Prevention Plan - Sheets C103. A18 Soils Map including descriptions and limitations: See sheet C804 for soils map, description and limitations. A19 Locations, size and dimensions of proposed stormwater systems: See Site Development Plan Sheet C101 for proposed storm sewer system. A20 Locations, size and dimensions of any proposed off -site construction activities associated with this project: None. A21 Locations of Soil Stockpiles: Stockpile areas shall be located as for away from ponds, existing storm sewer inlets and existing swales as possible. Stockpiles shall not be located closer than 15 feet from property line. Stockpiles shall be immediately seeded and secured with silt fence. A22 Existing site topography. See Site Development Plan Sheet C101 for existing site topography. A23 Proposed final topography. See Site Development Plan Sheet C101 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. B2 Sequencing of stormwoter quality implementation relative to land disturbance activities: This plan has been created in an effort to eliminate sediment from leaving the Village of WestClay Moultrie Street project during construction protecting the adjoining properties, the JW Brendle Drain and Elliot Creek. PRECONSTRUC110N ACTIVITIES: 1. Call the Indiana Underground Plant Protection systems, Inc. ( "Holey Moley ") at 1- 800 - 382 -5544 to check the location of any existing utilities. They should be notified two working days before construction takes place. 2. Curb inlet protection shall be installed at existing curb inlet and beehives as depicted on plan. 3. A construction entrance shall be placed per the plan location. 4. Establish construction staging area for equipment and vehicles as far from detention ponds and swales as possible. 5. Establish onsite location for owner /operator /contractor placement of approved plans and Rule 5 N01 and Rule 5 inspection documentation. CONSTRUCTION ACTIVITIES: 1. Once erosion and sediment control measures are in place, begin land clearing followed immediately by rough grading. Do not leave large areas unprotected for more than 15 days. Rule 5 requires that all disturbed areas that potentially will be idle for 15 days or more will be stabilized (seeded, mulched, etc..) immediately. 2. After completion of mass grading, final grade and seed landscape berms, 3. Upon completion of mass grading, install sanitary sewers. 4. Upon completion of sewer installation proceed with street construction. 5. Once pavement and curbs are in place, install curb inlet sediment barriers. 6. Sweep and clear all debris from streets and parking lots at least twice weekly. 7. Final grade all areas. Re -seed any disturbed areas. 8. Remove all temporary erosion and sediment control measures. 9. Notify the City of Camrel with a Notice of Termination letter upon completion of the project and stabilization of the site. B3 Stable construction entrance location(s) and specifications: See Stormwater Pollution Prevention Plan Sheet C103for location and Sheet C804 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 C804 for 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 C804 for 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 C804 for construction details and specifications. B7 Runoff control measures: See Stormwater Pollution Prevention Plan Sheet C103 for locations of runoff control measures and Sheet C804 for construction details and specifications. B8 Stormwater outlet protection specifications: See Stormwater Pollution Prevention Plan Sheet C103 for locations of stormwater outlet control measures and Sheet C804 for construction details and specifications. H9 Grade stabilization structure locations and specifications: See Stormwater Pollution Prevention Plan Sheet C103 for locations of grade stabilization control measures and Sheet C804 for construction details and specifications. B10 Location, dimensions, specifications and construction details of each stormwater quality measure: See Stormwater Pollution Prevention Plan Sheets C102 -C103 for locations of various stormwater quality measures and Sheet C804 for construction details and specifications. Bll Temporary surface stabilization methods appropriate for each season: See Stormwater Pollution Prevention Plan Sheet C103 for locations of temporary surface stabilization measures and Sheet C804 for construction details and specifications. B12 Permanent surface stabilization specifications: See Stormwater Pollution Prevention Plan Sheet C103 for locations of permanent surface stabilization measures and Sheet C804 for construction details and specifications. B13 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, point, cleaning agents, concrete washout, pesticides, nutrients, trash, hydraulic fluids, fuel, oil, petroleum, fuel oil, sludge, oil refuse, and oil mixed with wastes other than dredged soil. Discharge: Includes but is not limited to, any spilling, leaking, pumping, pouring, emitting, emptying, or dumping. Navigable Waters: Means all waters of the United States that are connected with a navigable stream, lake, o r sea [Note: This definition is usually interpreted mean any w h eventually wastewater (even normally dry wash o r sto rm sewer) that drains into a navigable stream Plan Review and Amendements: This Plan shall be reviewed and /or amended, if necessary, whenever there is a change in the design of the site, construction, operation, or maintenance which materially affects the site's potential for the discharge of regulated material. Prediction of Potential Spills: 1. Nearest Navigable Water. JW Brendle Drain & Elliot Creek 2. Drainage System: All storm drainage leaves the development site by swales and closed storm systems which discharges into Elliot Creek & JW Brendle Drain. 3. Possible Spill Sources (During 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 construction groundwater contamination. The facility does have city sanitary sewer and city water. Alert Procedures for Spills: 1. Any personnel observing a spillwill immediately instigate the following procedure: aj Dialing "0" from cny telephone. b.) Notify the appropriate emergency personnel. 2. The Emergency Coordinator wil' then take the following actions: c) Barricade the area allowing no vehicles to enter or leave the spill zone. t) Notify the Indiana Department of Environmental Management, Office of Emergency Response by calling the appropriate I hn nmer. to ep o e u b Office 317- 233 -7745 Toll Free 800- 233 -7745 Also the National Response Center at 800 - 424 -8802 and provide the following information: - Time of observation of the s {ill - 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 City of Carmel Fire Department Phone: 9 -1 -1 d.) Notify the City of Carmel Police Department Phone: 9 -1 -1 e.) Notify waste recovery contractor, maintenance personnel or other contractual personnel as necessary for cleanup. f.) Coordinate and monitor cleanup until the situation has been stabilized and all spills have been eliminated. g.) Cooperate with the IDEM -OER on procedures and reports involved Hith the event. Cleanup Parameters: 1. The Developer / Homeowrers Association shall be continually kept informed, maintain lists of qualified contracta•s and available Vac - trucks, tank pumpers and other equipment readily accessible for clean -up operations. In addition, a continually updated list of available atsorbent materials and clean -up supplies should be kept on site. 2. All maintenance personnel will be made aware of techniques for prevention of spills. They will be informed of tie requirements and procedures outlined in this plan. They will be kept abreast of curreit developments or new information on the prevention of spills and / or necessary dterations 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, whici 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. B14 Monitoring and maintenance guidelines for pollution prevention measures: Ts-elf-monitoring program must be implemented by `.he project site owner to ensure the stomrwater pollution prevention plan is workin g effectively. A trained individual, acceptable to the C i t y o f Carmel, > shall perform a written evaluation of the project site by the end of the next business day following each measurable storm event. If there are no measurable storm events within a given week, the site should be monitored at least once in that week. Weekly inspections by the trained individual shall continue until the entire site has been stabilized and the "verified" copy of the Notice of Termination has been issued. Straw Bale Dam Maintenance Requirements 1. Inspect straw bale dams after each storm event and promptly remove any sediment deposits to insure adequate storage volume for the next rain, taking care not to undermine the entrenched bales. 2. Inspect periodically for deterioration or damage from construction activities and repair immediately. 3. After the contributing drainage area has been stabilized, remove all straw bales and sediment deposits, bring the disturbed area to grade and stabilize it. Silt Fence Maintenance Requirements 1. Inspect the silt fence periodically and after each storm event. 2. If fence fabric tears, starts to decompose or in any way becomes ineffective, replace the affected portion immediately. 3. Remove deposited sediment when it reaches half the height of the fence at it's lowest point or is causing the fabric to bulge. 4. Take care to avoid undermining the fence during cleonout. 5. After the contributing drainage area has been stabilized, remove the fence and sediment deposits, bring the disturbed area to grade and stabilize it. Temporary Sediment Trap Maintenance Requirements 1. Inspect temporary sediment traps after each storm event and immediately repair any erosion and piping holes. 2. Remove sediment when it has accumulated to one -half the design depth. 3. Replace spillway gravel facing when clogged. 4. Inspect vegetation and re -seed if necessary. 5. Check the spillway depth periodically to insure a minimum of 1.5 ft depth from the lowest point of the settled embankment to highest point of the spillway crest and fill any low areas to maintain desired elevation. 6. Promptly replace any displaced rip -rap, being careful that no stones in the spillway are above design grade. 7. After all disturbed areas have been stabilized, remove the structure and sediment, smooth the site to blend with adjoining areas and stabilize it. Sandbag Curb Inlet Barrier Maintenance Requirements 1. Inspect frequently for damage by vehicular traffic and repair if necessary. 2. Inspect and clean at least once per week and after every 0.5 inch rainfall 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 geotextle 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. At least once per week and after every 0.5 inch rainfall event inspect, repair and clean curb inlet protection. Keep grates free of debris. 4. After the contributing drainage area has been stabilized, remove the gravel, wire mesh, geotextile fabric and sediment deposits and dispose of them properly. Erosion Control Blanket (Surface Applied) Maintenance Requirements 1. During vegetative establishment, inspect after each storm event for any erosion below the blanket. 2. If any area(s) shows erosion, pull back that portion of the blanket covering it, re- seed the area and relay and staple the blanket. 3. After vegetative establishment check the treatEd area periodically. Temporary Gravel Construction Entrance Maintenance Requirements 1, Inspect entrance pod 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. A15 Erosion & sediment control specifications for individual building lots: See Stormwater Polluntion Prevention Plan Sheets C102 -C103 for erosion and sediment control specifications. Cl 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, broke fluid, brake dust, grease, antifreeze, metals, rubber fragments, road grit, salts and sands, construction trash and debris, fertilizers, household items including but not limited to cleaning agents, chemicals, paint, miscellaneous home improvement materials, toys, clothing and animal waste, elevated storm runoff temperatures, acid rain pesticides and pathogens. C2 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. Install and maintain post- con truction BMPs. A series of wet ponds and a mechanical BMP will be utilized for the overall Village of WestClay development before discharging offsite. 3. 3. 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. 4. It is recommended that any proposed wetland areas and plantings (if any) be constructed /placed after final grading and sufficient vegetative growth has been established to a point where sediment /pollutants will not enter the proposed wetlands. 5. 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. C3 Description of proposed post construction stormwater quality measures: Site and facility design for stormwater quality protection on this site employs a multi -level strategy consisting of 1. Reducing or eliminating post - project runoff by using wet detention ponds and mechanical BMPs. 2. Controlling sources of pollutants. 3. And if needed, treating contaminated stormwater runoff before discharging it into the storm sewer system or receiving waters. Stormwater quality measures for reducing, eliminating or controlling pollutants (source controls) for this project and surronding area include: a. Dention /Retention - Detain stormwater runoff an extended period of time to allow pollutants that are suspended to settle out. b. Vegetated strips and /or swoles - Biological and chemical processes in soils and vegetation to filter out pollutants. c. Permanent erosion control seeding and plantings - Biological and chemical processes in soils and vegetation to filter out pollutants. d. Outlet protection & velocity dissipation devices - Prevent surface erosion resulting in decreased suspended solids and preserving established downstream vegetative cover. e. Mechanical BMPs - Reduces oil, grease, debris and suspended solids through gravity, centrifugal force, or other methods. 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. C4 Location, dimensions, specifications and construction details of stormwater quality measures: A series of wet ponds and a mechanical BMP will be utilized as a post - construction BMP. See Stormwater Pollution Prevention Plan Sheet C103 for locations of temporary stormwater quality measures and Sheet C804 construction details and specifications. C5 Description of maintenance guidelines for proposed water quality measures: See BMP Operations and Maintenance Manual. ADDITIONAL STORMWATER POLLUTION PREVENTION MEASURES VEHICLE & EQUIPMENT MAINTENANCE Description and Purpose Prevent or reduce the contamination of stormwater resulting from vehicle and equipment maintenance by running a "dry and clean site ". The best option would be to perform maintenance activities at an offsite facility. If this option is not available then work should be performed in designated areas only, while providing cover for materials stored outside, checking for leaks and spills, and containing and cleaning up spills immediately. Suitable 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 (engine fluid leaks). Implementation If maintenance must occur onsite, use designated areas, located away from drainage courses. Dedicated maintenance areas should be protected from stormwater runon and runoff, and should be located at least 50 ft from downstream drainage facilities and watercourses. Drip pans or absorbent pads should be used during vehicle and equipment maintenance work that involves fluids, unless the maintenance work is performed over an impermeable surface in a dedicated maintenance area. Place a stockpile of spill cleanup materials where it will be readily accessible. All fueling trucks and fueling areas are required to have spill kits and /or use other spill protection devices. Use adsorbent materials on small spills. Remove the absorbent materials promptly and dispose of properly. Inspect onsite vehicles and equipment daily at startup for leaks, and repair immediately. Keep vehicles and equipment clean; do not allow excessive build -up of oil and grease. Segregate and recycle wastes, such as greases, used oil or oil filters, antifreeze, cleaning solutions, automotive batteries, hydraulic and transmission fluids. Provide secondary containment and covers for these materials if stored onsite. Train employees and subcontractors in proper maintenance and spill cleanup procedures. Drip pans or plastic sheeting should be placed under all vehicles and equipment placed on docks, barges, or other structures over water bodies when the vehicle or equipment is planned to be idle for more than 1 hour. Properly dispose of used oils, fluids, lubricants, and spill cleanup materials. Do not place used oil in a dumpster or pour into a storm drain or watercourse. Properly dispose of or recycle used batteries. Do not bury used tires. Repair leaks of fluids and oil immediately. Listed below is further information if you must perform vehicle or equipment maintenance onsite. Inspection and Maintenance Inspect and verify that BMPs are in place prior to the commencement of associated activities. While activities associated with the BMP are under way, inspect weekly to verify continued BMP implementation. Keep ample supplies of spill cleanup materials onsite. Maintain waste fluid containers in leak proof condition. Vehicles and equipment should be inspected on each day of use. Leaks should be repaired immediately or the problem vehicle(s) or equipment should be removed from the project site. Inspect equipment for damaged hoses and leaky gaskets routinely. Repair or replace as needed. VEHICLE AND EQUIPMENT FUELINC 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 i f r the fueling is performed over an impermeable surface in o dedicated fueling g a e a. 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 equ i pment a r ou n d t h e site; r at her, 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. i with n automatic shutoff Nozzles used in vehicle and equipment fueling should be equipped t a out 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 WASIL MANAGLMLNI escriDtion and Pur 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 Inspect construction waste area regularly. Arrange for regular waste collection. The following steps will help reduce stormwater pollution from concrete wastes: Discuss the concrete management techniques described in this BMP (such as handling of concrete waste and washout) with the ready -mix concrete supplier before any deliveries are made. Incorporate requirements for concrete waste management into material supplier and subcontractor agreements. Store dry and wet materials under cover, away from drainage areas. Avoid mixing excess amounts of fresh concrete. Perform washout of concrete trucks offsite or in designated areas only. Do not wash out concrete trucks into storm drains, open ditches, streets, or streams. Do not allow excess concrete to be dumped onsite, except in designated areas. For onsite washout: - Locate washout area at least 50 feet from storm drains, open ditches, or water bodies. - Do not allow runoff from this area by constructing a temporary pit or bermed area large enough for liquid and solid waste. Wash out wastes into the temporary pit where the concrete can set, be broken up, and then disposed properly. - Avoid creating runoff by draining water to a bermed or level area when washing concrete to remove fine particles and expose the aggregate. - Do not wash sweepings from exposed aggregate concrete into the street or storm drain. Collect and return sweepings to aggregate base stockpile or dispose in the trash. DEWATERING AND PUMPING OPERATIONS Description and Purpose Dewatering operations a r e p r act i ces that manage the discharge ge 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 Dos cr; o tior: 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. Appropri'at_- App%icotiors: Effective for the removal of gravel, sand, silt, some metals that settle out with the sediment, and trash. !mp/ementotior: 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. Gravity Bag Filter Descr011'o "I: A gravity bag filter, also referred to as a dewatering bag, is a square or rectangular bag mode of non -woven geotextile fabric that collects sand, silt, and fines. /I pprororio to Applica tio,ns: Effective for the removal of sediments (gravel, sand, and silt). Some metals are removed with the sediment. lmplerr,er to Lion: 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. 'v1a;r, tenarco: Main teronce: Maintenance is required for safety fencing, vegetation, embankment, inlet Inspection of the flow conditions, bag condition, bag capacity, and the nd outfall structures, as well as other features. secondary barrier is required. Removal of sediment is required when the storage volume is educed by one -half. Sediment Trap Uescrip tior: 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. A,n,nrof;riate Apo;icatiors: Effective for the removal of large and medium sized particles (sand and gravel) and some metals that settle out with the sediment. rm,-rCr!7 ^ntatlar: of facilities isExcavation and construction o e related 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. /✓lair, Ienor,ce: 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. 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: Name of Trained Individual: Is this Evaluation followina a rainfall Yes Date of Inspection: No If ves, date the rain stopped: Inches No. PROBLEM or CONCERN YES NO N A 1. Is the site information posted at the entrance? 2. Are all necessary permits attained and special provisions being implemented? 3. Is a construction entrance installed? Is it effective? Is it enough 4. I Public and private streets are clean? 5. 1 Are appropriate practices installed where stormwater leaves the site? 6. Silt fence is entrenched into the round? 7. Silt fence is upright? Fabric and stakes meet specifications? Fabric is not to torn? Terminated to higher round? Property joined at ends? 8. 1 Sediment basins and traps are installed according to the Ian? The pipe or rock spillway is functional? 9. 1 The earthwork for erosion and sediment control practices is properly graded, seeded and /or mulched? 10. Diversions swales and/or waterbars are installed to plan and protected? 11. Perimeter practices have adequate capacity and do not need to be cleaned out? 12. Inlet protection is installed on all functional inlets? not filter fabric under rate 13. Inlet protection is installed so water does not flow under it? 14. The frame, cross-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. All protected dormant areas meet a minimum 70% coverage 23. Growing vegetation has sufficient water and /or nutrients to grow? 24. Permanent stabilization of disturbed ground is progressing through the project? 25. Final grading and stabilization is progressing on completed areas? 26. The soil has been properly 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. No sediment leaving washout area? 31. A dumpster is onsite for trash disposal? 32. Fuel tanks and other toxic materials are safely stored and protected? 33. Smaller construction sites not required to file a separate NOI are complying with the overall plan? 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. Date: Date: Date: ��wv0101uull►Iruln /i,��i � - F ��STER � . F = : No. -.. := 10000075 : " �� . STATE OF . %� �/VD(ANP.. �� iii /Z S, N 1, % %,, �4NAt 71111IT1111111111 1111 3/t4�I uww� ) L", I DATE: 6/6/06 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. (2006) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 31 7.569.8112 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 2E 6/6/06 O I (9 low w V p STORMWATER POLLUTION Z w LV a.. a Co r m O 4v z � W � O OC OC O n LL aI= Q4 � � w Q cis O Zz cn w d U ��wv0101uull►Iruln /i,��i � - F ��STER � . F = : No. -.. := 10000075 : " �� . STATE OF . %� �/VD(ANP.. �� iii /Z S, N 1, % %,, �4NAt 71111IT1111111111 1111 3/t4�I uww� ) L", I DATE: 6/6/06 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. (2006) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 31 7.569.8112 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.: 6/6/06 1238.6003 DRAWN BY: C11:5 r4 w p STORMWATER POLLUTION C.) w N: \ 1238\ 6003 \DWGS \MOULTRIE \C803- 804.DWG U E, Z V 0 z � W � z � Q z O a Q z 41 0 Q4 � � w Q - a � Q) V.J d U � d U CK5 Z r____1 Q W 1:4 r___4 � M DATE: PROJECT NO.: 6/6/06 1238.6003 DRAWN BY: CHECKED BY: JMM SHEET TITLE: STORMWATER POLLUTION PREVENTION DETAILS DRAWING FILES: N: \ 1238\ 6003 \DWGS \MOULTRIE \C803- 804.DWG SHEET NO.: Soils tgend & Descriptions: Br - Irookston silty clay loam, Soil Description and Characteristics: The main soil features that adversely affect engineering uses of this soil are a seasonal high water table, high potential frost action, moderate shrink -swell potential and moderate permeability. This soil has severe limitations for building sites. The site needs to be artificially drained and protected from flooding. Dwellings with basements shoull not be constructed on this soil. This soil has severe limitations for local roads and streets because of seasonal high water table and high potential frost action. The base material for roads and streets should be replaced or strengthened with suitable material. CrA - Crosby silt loam, Soil Description and Characteristics: The noin soil features that adversely affect engineering uses of this soil are a seasoial high water table, high potential frost action, moderate shrink -swell potential and noderate permeability. This soil has severe limitations for building sites. The site needs to be artificially drained to prevent wetness from becoming a problem. Dwellings with basements should not be constructed on this soil. This soil has severe limitaJons for local roads and streets because of seasonal high water table and high potential frost action. The base material for roads and streets should be replaced or strengthened with suitable material. Note: Soil Descriptions and Characteristics shown were taken from the Soil Survey of Hamilton County, Indiana USDA Soil Conservation Service. Recommendations and methods to overcome soil limitations: Limitations for local roads, streets and dwellings because of seasonal high water table and high potential frost action can be overcome by the use of curb underdrains, sub -Lase strengthening or lime stabilization. Swales which sever the surface drainage can aso help. High water tables can be overcome with respect to basement construction with the use of perimeter foundation drains and sump pumps. Refer to the site construction drawings and details for specific information related to the proposed infrastructure improvements on this site. F- �� �� W 1 h S t j,•\ /rt.,w. -a�vA �' .`\ $ FE �`aL•L.� '^ l }cc ` 1 r. � / ) t �� r �. j' ?ems e .�J / J' ;_,-•' I L � '`� 3 �. � .a. ° 11 It � r� �' � � ',..- _�` �-•-1 f r � \ f r"". -� "� \ �> 1 � I' �, l,-' ter' -G. -s - JJ R `c t I l ` � r W Fi�+"1.' ��° V �. ��7 � �� .:J ,,� i L..- '_.h_. ..t �- -i.✓. ..,L_ Z � � � f - 1 l� { ° ` _} S.E. �r 1 t_ '� F f.. ; 1 f C4 A 6, r'� �' 1 (k'"• T ''•..i ^• f�l \� ._ -t � � I J"�t l�l .iI / ^� ,.',,J- \ h f,�4 i 'r _ r S ff. ,6 y ;. .,�' l/' .' \ ?J j INS J 1 ` f l 1 r'' r� / IFS -.� I % I i i •'_ IT! F �, M21 .11 NOT TO SCALE SIGN TO INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA BERM AROUND PERIMETER 12" COMPACTED EMBANKMENT 12" MIN Seedbed Preparation Apply lime to raise the pH to the level needed for species being seeded. Apply 23 pounds of 12 -12 -12 analysis fertilizer (or equivalent) per 1000 sq. ft. (approximately 1000 pounds per acre) or fertilize according to test. Application of 150 lbs. of ammonium nitrate on areas low in organic matter and fertility will greatly enhance vegetative growth. Work the fertilizer and lime into the soil to a depth of 2 -3 inches with a harrow, disk or rake operated across the slope as much as possible. I Seeding 1 �L Select a seed mixture based on projected use of the area (Figure 5 -2), while considering best seeding dates. See Figure 5 -3 this sheet. If toler- ances are a problem, such as salt tolerance of seedings adjacent to streets and highways, see Figure 5 -4 this sheet before final selection. Figure 5 -2: Permanent Seed Mixtures Species Seeding Rate Suitable pH Site Suitability* lbs/acre lbs/1000 well sq. ft. Droughty Drained Wet n Areas Level e and Sloping, Open S p g, pe 1. Tall Fescue 35 .8 5.5 -8.3 2 1 2 2. Tall Fescue 25 .6 5.5 -8.3 1 Red Clover ** 5 .12 3. Kentucky Bluegrass 15 .4 5.5 -7.5 2 1 Creeping Red Fescue 15 .4 Steep Banks and Cuts 4. Tall Fescue 15 .4 5.8 -7.5 2 1 2 Kentucky Bluegrass 25 .6 5. Tall Fescue 35 .8 5.5 -8.3 2 1 Emerald Crownvetch ** 10 .25 Lawns and High Maintenance Areas 6. Kentucky Bluegrass 40 .9 5.8 -7.5 2 1 Creeping Red Fescue 40 .9 7. Perennial Ryegrass 170 4.0 5.0 -7.5 1 (Turf Type) 8. Tall Fescue 170 4.0 5.5 -8.3 2 1 2 * 1 - Preferred 2 - Will Tolerate ** Inoculate with specific Inoculant. 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 NO SCALE SILT FENCE x x " TOPSOIL STOCKPILE "/ x �x x� 10' ± TYPICAL TYPICAL TOPSOIL STOCKPILE GROUND SURFACE MATERIAL TYP. -3.1 OR FLATTER SIDE SLOPES 15'x15' MIN OR AS REQUIRED TO CONTAIN WASTE CONCRETE NOTES: 1. CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE. 2. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA, AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS. 3. THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE. 4. AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN APPROVED WASTE SITE. 5. WHEN THE CONCRETE WASHOUT ARE IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE INSPECTOR. CONCRETE WASHOUT DETAIL STORMWATER POLLUTION REVELATION SCHEDULE EROSION CONTROL MEASURE MAINTENANCE O DRAWN BY: INSTALLATION SEQUENCE TEMP. DIVERSION SWALE & SILT TRAPS AS NEEDED SHEET TITLE: STORMWATER POLLUTION PRIOR TO CLEARING AND GRADING STONE ENTRANCE AS NEEDED C PRIOR TO CLEARING AND GRADING SILT FENCE WEEKLY, AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING EXISTING INLET PROTECTION WEEKLY, AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING TREE PROTECTION WEEKLY, AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING TEMPORARY DIVERSIONS WEEKLY, AFTER STORM EVENTS AND AS NEEDED ALONG WITH ROUGH GRADING TEMPORARY SEEDING WATER AS NEEDED Z AFTER ROUGH GRADING PERMANENT SEEDING WATER AS NEEDED AFTER FINISH GRADING EROSION CONTROL MATTING WEEKLY AFTER STORM EVENTS AND AS NEEDED AFTER FINISH GRADING STRAW BALES WEEKLY, AFTER STORM EVENTS AND AS NEEDED AFTER FINISH GRADING INLET PROTECTION WEEKLY, AFTER STORM EVENTS AND AS NEEDED AFTER EACH INLET IS PLACED SEED SOD & LANDSCAPE AROUND WATER AS NEEDED AFTER FINISHED GRADING AROUND FINISHED UNITS UNITS FINISHED REMOVAL OF STRAW BALES N A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF INLET PROTECTION AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED --N/A REMOVAL OF SILT FENCE N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED Wheat or Rye Oats Annual Ryegrass Non Irrigated* Irrigated Dormant Seeding ** 2 stakes (typ) per bale bindings to be placed parallel to ground Temporary Seeding and Stablization Dates Permanent Seeding D HOLEY MOLEY SAYS "DON'T DIG BLINDn " IT' S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IC- 8- 1 -26 -1 ET SEQ. AS AMENDED AND SUPPLEMENTED, IT IS AGAINST THE LAW TO EXCAVATE Irrigation needed during this period. To control WITHOUT NOTIFYING THE UNDERGROUND erosion at times other than in the shaded areas, LOCATION SERVICE TWO (2) WORKING use mulch. DAYS BEFORE COMMENCING WORK. * Late summer seeding dates may be extended 5 days if mulch is applied. ** Increase seeding application by 50 %. NOTE: MULCHING REQUIRED WHEN ACTUAL CONDTIONS HAMPER THE ESTABLISHMENT OF VEGATATIVE GROUND COVER. FIGURE 5 -3 Temporary Seedings - Kind of Seed 1000 Sq. Ft. Acre Remarks Wheat or Rye 3.5 lbs. 2 bu. Cover seed 1" to - 1 1/2° deep - Spring Oats 2.3 lbs. 3 bu. Cover seed 1" deep - Annual ryegrass 1 lb. 40 lbs. Cover seed 1 /4 "deep* * Not necessary where mulch is applied. 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 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. .� •.•'• �� flow Elongation................................. ............................... Warp 50 Trapezoidal Tear Strength ........ ............................... 50 lbs. straw bale Burst Strength .......................... ............................... 200 psi UV Resistance ........................... ............................... > 70 A. O. S .......................................... ............................... 50-80 Slurry Flow Rate ....................... ............................... 225 gpm /sq. ft Plan Sediment Retention .................. ............................... 75 Profile (n.t.s.) - stake (typ) straw bale 3 " -6 "undertoe SEDIMENT FILTER DETAIL 4a x-4 ]VL � 3 �- ""-6" MIN. TURN DOWN IIII � 111 I EROSION CONTROL BLANKET -11 (NORTH AMERICAN GREEN lilt III - S -75 OR EQUAL) = L EXISTING GRADE �I ,,, 11I Silt Fence MatE--' -' Fence Post Stakes @ 5' O.C. Ground Surface Fence Post Should-/ Silt Fence Material Should be Buried 1' Below be Buried 6" Below Ground Ground Surface Surface. SILT FENCE DETAIL N TS A 8 C 1 1/2, 1 3' 1 1/2 3' 77 1 T� ....... ?4:•::::::: x io .. )(.........'.X.'.' N :':.'::::.'.:':.'.' k: 1 -1/2 STAPLES PER SQ. YD. 2 STAPLES PER SQ. YD. ,^^ GENERAL STAPLE RECOMMENDATIONS ADDITIONAL STAPLES AS EROSION CONTROL MATTING DETAIL ::•::•:: •::•:: • : :• : :• : : :• : :• : : :• : : : : : : : :• : :•: REQUIRED DUE TO DEPTH OF FLOW. :: C .. C .. B..::::::::: ....... o x A ..: `. x A . B..' .. 8.'. CHANNEL LININGS UTILIZE STAPLE PATTERN 'C' 4:1 3:1 2:1 1:1 CHANNEL WITH ADDITIONAL STAPLES ON SIDE SLOPES AT SLOPE GRADIENT LINING PROJECTED WATER LINE STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN EROSION CONTROL BLANKETS STAPLE PATTERNS MAY VARY DEPENDING UPON SOIL TYPE AND AVERAGE ANNUAL RAINFALL AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE DRAINAGE OVER LARGE AREAS IS DIRECTED ONTO THE BLANKETS, STAPLE PATTERN 'C' SHOULD BE UTILIZED. -e • THE EDGES OF THE BLANKET SHOULD o BE BUTTED AGAINST EACH OTHER, THE EDGES OF THE SCC225 SHOULD BE ° • ° • OVERLAPPED 2'. o•o 0 • e ° O . ° o ° O • e • O o °O•o °O•o° PUBLIC ROAD ° °' °- °° °' °• °' °' 50' (MIN) •oo °•ee °•oo °•oe °•eo °,eo o °o•o•o•o•o•o °o•o•o•o -o•o° \ ° • e 0.0. e ° O • ' o • ° ° • o o . • ° . o s • e . s o e • ° e O a ° 0.0. o ° • ° ° ,° o ° • o o ° • ° o ° e . O o o • ° e • • e • ° ° • • o o .0. ° o • - e o •°. ° o..'oe•o. ° °o• °° e° O • e ° O • e • O . ° O . ° O . e • O . o O • ° ° / • see • ' e • ° ° • e ee � e - O • e • • e - O • o • O • o ° O • o - D • o ° a ens eo• o•e °e• •O .0.0.0.0. .1. e•e a -o �e - ° ' a • ° . e ° • o ° O • o ° ° • o ° O • o ° O • o ° O • o i . -.. •... ° O . ° - O . ° • O . e • O . p • O . p • O . e - °• •O:• •O. °- O. °- O.e- O.e•O.e -O.e• 3 e n;e - °•o- O•o- O•o °O•e•O•o -O•e° • • . .0.0.0 o • ° • ° • o • e - ° • o • ° • e ° THE BLANKET SHOULD NOT BE o OL • ° ° .0 o . ° ' o : e ° o • e ° o ° ° STRETCHED BUT ALLOWED TO LAY OF " (MIN) *0-0'0.0.0.0.0 ° - LOOSELY ON THE SOIL SURFACE TO 6 MIN .0 : 0.0-0.0 ° ° ACHIEVE MAXIMUM BLANKET TO SOIL ..e 0.0 *0* o CONTACT. 2 " -3" COARSE 12' (MIN) e` °= ' AGGREGATE GEOTEXTILE FABRIC TO STABILIZE FOUNDATION (ESPECIALLY IMPORTANT WHERE WETNESS IS ANTICIPATED) ENTRANCE DETAIL 7� ROLL BLANKETS OUT IN DIRECTION 5 IN HIGH VELOCITY CHANNEL APPLICATIONS, CHECK SLOTS SHOULD BE ESTABLISHED EVERY 35 - 4. THE SLOTS SHOULD BE 6' WADE BY 6' DEEP NTH THE BLANKET STAPLED IN THE BOTTOM OF THE SLOT, THEN BACKFILLED AND SEEDED. 2 ON SLOPE APPLICATIONS, THE TOP OF THE BLANKET SHOULD BE 'SLOTTED IN' ABOVE THE BREAK OF THE SLOPE OR AT A MINIMUM, STAPLED IN PLACE WITH STAPLES 6' APART ON THE END OF THE BLANKET. 4 ON LONG SLOPES. THE ENDS OF THE BLANKETS SHOULD BE OVERLAPPED 4 - 6' IN A 'SHINGLE EFFECT'. PREPARATION OF THE SEED BED, INCLUDING APPLICATION OF LIME, FERTILIZER AND SEED SHOULD BE CONDUCTED AS NORMAL PRIOR TO INSTALLATION OF BLANKET. EROSION BLANKET INSTALLATION T. \STE Q� . �G RF -- o N0. 10000075 STATE OF /0NAt_ ����n�nrnumaaa� DATE: 6/6/06 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. (2006) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering PROJECT 6 /6/06 O DRAWN BY: r-� �V SHEET TITLE: STORMWATER POLLUTION PREVENTION DETAILS W LU U Ei C 2E �0 A OC IMMO a low O Z C) Q) / V W U U T. \STE Q� . �G RF -- o N0. 10000075 STATE OF /0NAt_ ����n�nrnumaaa� DATE: 6/6/06 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. (2006) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT 6 /6/06 1238.6003 DRAWN BY: r-� w SHEET TITLE: STORMWATER POLLUTION PREVENTION DETAILS W N: \ 1238\ 6003 \DWGS \MOULTRIE \C803- 804.DWG U Ei Q Z O ~� Q Q) U U T( Z DATE: PROJECT 6 /6/06 1238.6003 DRAWN BY: CHECKED BY: JMM SHEET TITLE: STORMWATER POLLUTION PREVENTION DETAILS DRAWING FILES: N: \ 1238\ 6003 \DWGS \MOULTRIE \C803- 804.DWG SHEET NO.: Q EARTHWORK 1. SCOPE OF WORK A. Extent: The work required under this section consists of all excavating, filling, rough grading and related items necessary to complete the work indicated on the drawings and described in the specifications. The Contractor shall notify in writing the owners and the Engineer of any changes, errors, or omissions found on the plans or in the field, before work is started or resumed. 1. In general, the items of work to be performed under this section shall include: clearing and grubbing, removal of trees and stumps (where required), protection of trees to remain, stripping and storage of topsoil, fill compaction and rough grading of entire site. 2. Excavated material that is suitable may be used for fills. All unsuitable material and all surplus excavated material not required shall be removed from the site. The location of dump and length of haul shall be the Contractor's responsibility. 3. Provide and place any additional fill material from off the site as may be necessary to produce th e g ra de s r equ it ed . Fill obtained from off site shall be of kind and quality as specified for fills herein and the source approved by the Owner. 4. The Contractor shall accept the site as he finds it and shall remove all trash, rubbish and debris from the site prior to starting excavation. B. Work not included: The following items of related work are specified and included in other sections of these specifications: 1. Excavation, grading and backfilling for utility lines 2. Storm drainage systems 3. Sanitary sewer systems 4. Streets and paving 5. Water supply system 2. BENCH MARKS Maintain carefully all bench marks, monuments and other reference points; if disturbed or destroyed, contractor shall contact engineer. 3. REMOVAL OF TREES A. Remove all trees and stumps from area to be occupied by road and surfaced areas. Removal of trees outside these areas shall only be done as noted on drawings or approved by the Owner. B. All brush, stumps, wood and other refuse from the trees shall be buried onsite or removed to disposal areas off of the site. Disposal by burning shall not be permitted unless proper permits are obtained (where applicable). The location of on site bury pits shall be designated by the owner or the Engineer. 4. PROTECTION OF TREES A. General Protection: The Contractor shall be responsible for the protection of tops, trunks and roots of existing trees on the project site that are to remain. Existing trees subject to construction damage shall be boxed, fenced or otherwise protected before any work is started; do not stockpile within branch spread. Remove interfering branches without injury to trunks and cover scars with tree paint. 5. HANDLING OF TOPSOIL A. Remove all organic material from the areas to be occupied by buildings, roads, walks and parking areas. Pile and store topsoil at a location where it will not interfere with construction operations. Topsoil shall be reasonably free from subsoil, debris, weeds, grass, stones, ect. B. After completion of site grading and subsurface utility installation, top soil shall be replaced in areas designated on the erosion control plan for seeding and /or sodding. Any remaining top soil shall be used for finished grading around structures and landscaping areas. 6. DISPOSITION OF UTILITIES: A. Rules and regulations governing the respective utilities shall be observed in executing all work under this section. B. If active utilities are encountered but not shown on the drawings, the Engineer shall be advised before work is continued. C. Inactive and abandoned utilities encountered in excavating and grading operations shall be reported to the Engineer. They shall be removed, plugged or capped as directed by the Utility Company and the Engineer. D. It shall be the responsibility of each contractor to verify all existing utilties and conditions pertaining to his phase of the work. It shall also be the contractors responsibility to contact the owners of the various utilities before work is started. 7. SITE GRADING: A. Grades: Contractor shall perform all cutting, filling, compacting of fills and rough grading required to bring entire project area to grade as shown on the drawings. B. Rough Grading: the tolerance for paved areas shall not exceed 0.04 feet plus or minus above the established subgrade. All other areas shall not exceed 0.10 feet plus or minus the established grade. All banks and other breaks in grade shall be rounded at top and bottom. C. Compaction Requirements: 1. All building pad areas (engineered fill areas) shall be compacted to standards specified by local and /or state building codes. All fill areas (pad or engineered) shall be compacted to at least 95 percent of the maximum dry density (ASTM D- 1557). fill should exhibit a maximum dry density of at least 105 pcf, and have a liquid limit less than 50 and plasticity index of less than 25. sandy fill must have less than 15% fines passing a #200 sieve. 2. For compaction requirements of paved areas, see street specifications. 8. Earth Work Balance The Contractor shall confirm all earthwork quantities prior to start of construction. If an excess or shortage of earth is encountered, the Contractor shall confirm with the Owner and Engineer the requirements for stockpiling, removal or importing of earth. Minor adjustments to the grades may be required to earthwork balances when minor excess material or shortages are encountered. It is recognized by the parties hereto that the calculations of the Engineer in determining earthwork quantities shall be ac- complished in accordance with the American Society of Civil Engineers Standards for such calculations. Further, that these calculations are subject to the interpretations of soil borings as the physical limits of the various soil types, also the allowable variation in finish grade and compaction permitted the contractor, and that all of these parameters may cause either an excess or shortage of actual earthwork materials to shortage of materials occurs, the contractor shall contact the engineer to determine if adjustment can be made to correct the imbalance of earth. complete the project. If such an actual minor excess or TYPICAL SANITARY SEWER SPECIFICATIONS TO BE USED FOR PRIVATE SEWER DEVELOPMENT WITHIN CLAY TOWNSHIP REGIONAL WASTE DISTRICT REVISED MAY, 2002 1. Standard specifications 327 IAC 3 shall apply for all work and materials. Inspection service shall be provided by Clay Regional Waste District. The following specifications and construction plan details denote requirements for materials and installation methods per 327 IAC 3. 2. Sanitary sewer pipe shall be PVC in accordance with ASTM D -3034 (S.D.R. 35) and ASTM 2321. PVC pipe shall have a grooved bell and gasket. The pipe shall be made of PVC plastic having a cell classification of 12454B. 3. PVC sewer fittings shall conform to the requirements of ASTM D- 3034 -89 specification. Fittings in sizes through 8" shall be molded in one piece with elastomeric joints and minimum socket depths as specified in sections 6.2 and 7.3.2. Fittings 10" and larger shall be molded or fabricated in accordance with section 7.11 with manufacturers standard pipe bells and gaskets. Wall thickness of fittings shall be SDR 26 as defined in section 7.4.1 of specifications. Gaskets for elastomeric joints shall be molded with a minimum cross - sectional area of 0.20 square inches and conform to ASTM F -477 specification. 4. All sanitary manholes shall be "precast concrete" manholes in accordance with ASTM C -478 and Section 720. C -rings shall conform to C -443. Kent Seal or equivalent shall also be applied to all joints and between riser rings and castings. Manhole step spacing shall be no more than 16- inches. Manholes shall be air tested for leakage in accordance with ASTM C1244 -93, Standard Test Method for Concrete Sewer Manholes by the Negative Air Pressure (Vacuum) Test. A Installation and operation of vacuum equipment and indicating devices must be in accordance with manufacturer's recommendations and performance specifications which have been provided by the manufacturer and accepted by the Engineer. The vacuum equipment must be capable of testing the entire manhole, including the casting and riser rings. B. With the vacuum tester set in place: 1. Connect the vacuum pump to the outlet port with the valve open. 2. Draw a vacuum of ten (10) inches of Hg. and close the valve. C. Accepted standards for leakage will be established from the elapsed time for a negative pressure change from ten (10) inches to nine (9) inches of mercury. The maximum allowable leakage rate for a four (4) foot diameter manhole must be in accordance with the following: Minimum Elapsed Time for a Manhole Depth Pressure Change of 1 Inch Hg 10 feet or less 60 seconds >10 feet but <15 feet 75 seconds >15 feet but <25 feet 90 seconds For manholes five (5) feet in diameter, add an additional fifteen (15) seconds and for manholes six (6) feet in diameter, add an additional thirty (30) seconds to the time requirements for four (4) foot diameter manholes. For all manholes deeper than twenty -five (25) feet. Engineer will determine the applicable minimum elapsed time. D. If the manhole fails the test, necessary repairs must be made and the vacuum test and repairs must be repeated until the manhole passes the test. E. If manhole joint sealants are pulled out during the vacuum test, the manhole must be disassembled and the joint sealants replaced. F. Manholes will be subject to visual inspection with all visual leaks being repaired. 5. Butyl rubber coating shall be applied around each manhole joint from 6- inches above to 6- inches below each joint. The appropriate primer shall be applied prior to applying the rubber coating. Inside joints to be filled with precoat plug material. 6. The manhole chimney's including all riser rings shall be sealed using Infi - Shield "Uniband" or approved equal. Prior to placement, the top 4- inches of the manhole cone and casting frame shall be cleaned and primed. The Uniband shall extend from 3- inches below the top of the cone section to 2- inches over the flange of the manhole casting frame. 7. The costing elevations are set by plan. However, the castings are to be adjusted in the field by the Engineer's representative, should a discrepancy occur between plan grade and existing grade. New manhole ring and cover shall be installed to establish grade. Maximum height of adjusting rings shall be 12- inches. 8. Backfill around all structures and all cuts under paved areas with granular material. Trenches opening within 5 -feet of paved roadways shall be backfilled with granular material in accordance with Section 211. Backfill under sidewalks shall be granular, unless the walks are constructed a minimum of 6 months after backfill has been in place. 9. The Contractor shall be responsible for verifying that all state highways: city, and county permits have been obtained by the developer prior to start of construction. 20. Forty -eight (48) hours notice shall be given to the District prior to the start of sewer construction. Also, 48 hours notice shall be given prior to doing any testing done on the sewer. 21. Manhole castings shall be stamped SANITARY SEWER, Neenah Casting R 1642A or equal and be self - sealing type. The casting flange shall be 34 inches and the clear opening shall be 24 inches. Waterproof castings shall be Neenah R- 1916 -F1 and stamped SANITARY SEWER. 22. The minimum slope for sewer acceptance is. Size of Pipe Minimum Constructed Slope 8 -inch 0.40% 10 -inch 0.28% 12 -inch 0.22% 15 -inch 0.15% 18 -inch 0.12% 23. The Contractor shall provide measurements of the slope of the sewer for each manhole section as construction progresses. Such measurements shall be certified by a Registered Land Surveyor or Engineer and be available on -site for observation by the District's Inspector. No more than three manhole sections can be constructed in advance of such measurements. 24. In the event the Contractor does not meet the minimum slopes, the sewer section and any other affected sewer sections shall be reconstructed to meet such minimum slopes. 25. Laterals are to be traced with a minimum size of 14 gauge wire from the wye to the terminus. The contractor for the building or home will extend the wire from this terminus to the building cleanout adjacent to the building. STORM SEWER SYSTEMS 1. SCOPE OF WORK The work under this section includes all storm sewers, storm water inlets, and related items, including excavating and backfilling, necessary to complete the work shown on the drawings. 2. MATERIALS A. Storm Sewers 1. Reinforced concrete sewer pipe shall confirm to ASTM C -76 latest revision, with joints conforming to ASTM C -443 latest revision. When storm pipe is submerged B. Manholes 1. Precast reinforced concrete manhole sections and steps shall conform to ASTM C -478 latest revision. 2. Casting shall be of uniform quality, free from blow holes, porosity, hard spots, shrinkage distortion or other defects. They shall be smooth and well cleaned by shot - blasting or by some other approved method. They shall be coated with asphalt paint which shall result in a smooth coating, tough and tenacious when cold, not tacky or brittle. They shall be gray iron meeting ASTM A -48 latest revision. 3. Joints - Manhole sections shall be jointed with rubber type gaskets. The rubber type gaskets shall meet ASTM C -443 latest revision. When manhole and storm pipe are continuously in water. C. SUBDRAINS 1. Perforated plastic pipe subdrains shall conform to ASTM F -405. 3. APPLICATION A. Permits and Codes - The intent of this section of the specifications is that the contractor's bid on the work covered herein shall be based upon the drawings and specifications but that the work shall comply with all applicable codes and regulations as amended by any waivers. Contractor shall furnish all bonds necessary to get permits for cuts and connections to existing sewers. B. Local Standards - the term "Local Standards" as used herein means the standards of design and construction of the respective municipal department or utility company. C. Existing improvements - Maintain in operating condition all active utilities, sewers and other drains encountered in the sewer installation. Repair to the satisfaction of the owner any damage to existing active improvements. D. Workmanship - To conform to all local, state and national codes and to be approved by all local and 10. The Contractor shall be required to furnish the developer's Engineer state agencies having jurisdiction. with a set of prints, marked in red pencil, showing actual sewer location and invert, to include lateral location, depth and length. Such "as built" prints must be received by the Engineer before the final contract payment can be authorized. The sanitary sewer laterals and stubs termination shall be indicated on the surface with a metal fence post set immediately above the said termination point. 11. All sanitary sewer lines upon completion will be required to pass a low pressure air test. Said test shall be conducted according to ASTM 1417 -92, and shall be witnessed by an Engineer and a representative of the District. The testing shall be in accordance with Table 1. Add 0.5 psig for each foot of water above the sewer line being tested. 12. Deflection tests shall be performed on all flexible* pipe after the final backfill has been in place at least 30 days. No pipe shall exceed a vertical deflection of 5% deflection test results. ( *The following are considered non - flexible pipes: concrete pipe, ductile iron pipe, and cast iron pipe). The deflection test shall be performed with a nine -point mandrel. Proving rings shall be available. Deflection test shall also be performed using a mandrel that is 95% of the diameter of the inside of the pipe, and that the mandrel be pulled by hand. 13. All mandrel testing shall be observed by a professional engineer representative for certification and a representative of the District. 14. The ends of laterals are to be plugged tight with a braced plastic disc or cap capable of withstanding a low pressure air test without leakage. 15. Bedding for flexible pipe shall be No. 8 crushed stone from 6- inches below the pipe to 12- inches above the pipe. Bedding for rigid pipe shall be No. 8 crushed stone from 6- inches below the pipe to the spring line of the pipe and from this point to 12- inches above shall be fill sand or equivalent. Manholes shall be placed on no less than 6- inches of No. 8 crushed stone bedding. 16. Water and sewer line crossings and separations shall be in accordance with 3271AC 3 -6 -9. Sec. 9. (a) Sanitary sewers shall not be located within ten (10) feet of any existing or proposed water mains, when measured horizontally from the outside edge of the sanitary sewer to the outside edge of any existing and proposed water mains, unless the sanitary sewers and water main comply with the following: (1) The sanitary sewer and water main must cross with the sanitary sewer and water main separated by a minimum of eighteen (18) inches measured vertically from the outside edge of the sanitary sewer to the outside edge of the water main. (2) The crossing specified in subdivision (1) must be at a minimum angle of forty -five (45) degrees measured from the center lines of the sanitary sewer and water main. (3) The conditions specified in subdivisions (1) and (2) must be maintained for a minimum distance of ten (10) feet from either side of the sanitary sewer as measured from the outside edge of the sanitary sewer to the outside edge of the water main. (b) A shorter separation distance than that specified in subsection (a) is allowed if the following is conducted within the separation distances specified in subsection (a): (1) The sanitary sewers meet all water main pressure testing requirements as described in 327 IAC 8- 3.2- 17(a). (2) The sanitary sewer shall be constructed of materials in conformance with one (1) of the following: (A) 327 IAC 8- 3.2 -8. (B) Section 8(a)(1) of this rule. (C) ASTM D2241 -96b, Standard Specification for Poly Vinyl Chloride (PVC) Pressure -Rated Pipe, and having a SDR (standard dimension ration) of 21. (3)The sanitary sewers and water mains are no in contact. (4)Any sanitary sewer joints are compression type joints that are placed equidistantly from the water main. (5) The sanitary sewer and water main are laid on separate trench shelves. (c) No sanitary sewer manhole shall be within eight (8) feet of a water main as measured from the outside edge of the sanitary sewer manhole to the outside edge of the water main. 17. Trench shall be opened sufficiently ahead of pipe laying to reveal obstruction, and shall be properly protected and /or barricaded when left unattended. 18. No water shall be permitted to flow into the sanitary sewer system during construction. Contractor shall utilize a pump to keep the water level below the pipe. Pump discharge shall be directed to a storm outlet in accordance with state and federal laws and regulations (327 -IAC 3- 6 -20). Any pipe entering existing sewers shall be plugged with screw type mechanical, braced plug until such time as all tests on the sewers have been completed and the lines have passed all punch lists. 19. All sewer laterals installed by the mainline Contractor shall be bedded the some as the main line sewer. E. Trenching - Lay all pipe in open trenches, except when the local authority gives written permission for tunneling. Open the trench sufficient ahead of pipelaying to reveal any obstructions. The width of the trench shall be the ilnside pipe diameter plus 24 inches for 12 inches above the pipe. Sheet and brace trench as necessary to protect workmen and adjacent structures. All trenching to comply with Occupational Safety and Health Administration Standards. Keep trenches free from water while construction is in progress. Under no circumstances lay pipe or appurtenances in standing water. Conduct the discharge from trench dewatering to drains or natural drainage channels. F. Special Supports - Whenever in the opinion of the Engineer the soil at or below the pipe grade is unsuitable for supporting sewers and appurtenances specified in this section, such special support, in addition to those shown or specified, shall be provided as the Engineer may direct, and the contract will be adjusted. G. Backfilling - Bedding, haunching, and initial backfill for all RCP installations shall be B- Borrow for structure backfill meeting the material requirements of the INDOT. Bedding shall be placed in the trench bottom such that after the pipe is installed to grade and line, there remains a 4 -inch minimum depth of material below the pipe barrel and a minimum of 3 -inch below the bell. For pipe sizes 66- inches and larger, the minimum depth of material below the pipe barrel shall be 6- inches. Bedding, haunching and initial backfill shall be compacted in 6 -inch maximum lifts to not less than 95% Standard Proctor Density for the entire depth of the material placed. The backfill shall be brought up evenly on both sides of the pipe for the full length of the pipe. Haunching shall extend to the springline of the pipe. The limit of initial backfill shall be 6- inches above the springline. Minimum trench width shall be the outside diameter of the pipe plus 18- inches. Final backfill for all RCP installations under and within 5 -feet of pavement shall be B- Borrow for structure backfill meeting the material requirements of the indot and shall be compacted in 6 -inch maximum lifts to not less than 95% Standard Proctor Density for the entire depth of the material placed. The backfill for the top 6- inches of the excavation below the start of the aggregate subbase of the pavement shall be No. 53 stone meeting the material requirements of the INDOT and shall be compacted to not less than 95% Standard Proctor Density. Final backfill for all RCP installations greater than 5 -feet of pavement shall be clean fill material free of rocks larger than 4- inches in diameter, frozen lumps of soil, wood or other extraneous material, compacted in 12 -inch maximum lifts to not less than 90% Standard Proctor Density for the entire depth of the excavation. H. Manhole Inverts - Construct manhole flow channels of concrete sewer pipe or brick, smoothly finished and of semi - circular section conforming to the inside diameter of the connecting sewers. Make changes in size or grade gradually and changes in direction by true curves. Provide such channels for all connecting sewers at each manhole. I. Subdrains - All subdrains shall be of the size shown on the plans and shall be constructed to the grades shown. All drains constructed off -site as part of the outlet drain will be located as shown. J. Utilities - It shall be the responsibility of each contractor to verify all existing utilities and conditions pertaining to his phase of the work. It shall also be the contractors responsibility to contact the owners of the various utilities before work is started. The contractor shall notify in writing the owners or the engineer of any changes, errors or omissions found on these plans or in the field before work is started or resumed. K. Contractor to grout joints inside storm structures where pipes enter or exit and between structure and casting. STREETS 1. SCOPE OF WORK The work required under this section includes all concrete and bituminous paving and related items necessary to complete the work indicated on drawings and described in the specifications, including but not limited to: All streets, parking areas in contract limits Curbs and gutters Sidewalks and concrete slabs, exterior steps 2. MATERIALS A. Concrete - Concrete shall be ready -mixed concrete and shall be a mix of proportioned fine and coarse aggregates with Portland cement and water. Minimum cement content shall be 6 bags per cubic yard of concrete and maximum water content shall be 5.5 U.S. gallons per sack of cement, including moisture in the aggregate. Slump for normal weight concrete shall be a maximum of 4 inches and a minimum of 2 inches. the slump of machine placed concrete shall be no less than 1 -1/4 inches nor more than 3 inches. Standard test ASTM C -143 shall be used to measure slump. Compressive strength of concrete at 28 days shall be 4000 psi. All exterior concrete shall have air entrainment of 5% to 8% by volume per ASTM C -260. Retempering of delivered concrete will not be allowed. Concrete shall be composed of: 1. Portland cement - Conforming to ASTM C -150, Type IA or Type IIIA. 2. Aggregates: Conforming to ASTM C -33 3. Water - Shall be clear and free from injurious amounts of oils, acids, alkalies, organic materials or other deleterious substances. B. Welded Steel Wire Fabric - Where required for concrete reinforcement shall conform to ASTM A185. C. Premoulded Joint Filler - Shall be of non - extruding type meeting ASTM D -544 except that premoulded joint filler used in concrete walk construction may be either non - extruding or resilient. D. Bituminous Pavement Materials - All materials proposed for the construction of bituminous pavements shall comply with the Indiana Department of Transportation specifications, per latest revision. E. Compacted Aggregate Subbase: Shall be crushed stone or gravel. Crushed gravel shall be a minimum of 35% crushed material. Chert shall be limited to a maximum of 8% of the total. Material shall be free from an excess of flat, elongated, thinly laminated, soft or disintegrated pieces; and shall be free from fragments coated with dirt. Compacted aggregate shall be graded as follows: SIEVE SIZE % PASSING 1 -1/2" 100 1. 80 -100 3/4" 70 -90 1/2- 55 -80 #4 35 -60 #8 25 -50 #30 12 -30 #200 5 -10 3. APPLICATION A. Grading - Do any necessary grading in addition to that performed in accordance with Earthwork Section, to bring subgrades, after final compaction, to the required grades and sections for site improvement. B. Preparation of Subgrade - Remove spongy and otherwise unsuitable material and replace with stable material. No traffic will be allowed on prepared subgrade prior to paving. C. Compaction of Subgrade - The first 6 inches below the subgrade shall be compacted to at least 100% of the maximum dry density as determined by the provisions of AASHO T -99. Water shall be prevented from standing on the compacted subgrade. D. Utility Structures - Check for correct elevation of all manhole covers, valve boxes and similar structures located within areas to be paved, and make, or have made, any necessary adjustments in such structures. E. Placing Concrete 1. Subgrade - Place concrete only on a moist, compacted subgrade or base free from loose material. Place no concrete on a muddy or frozen subgrade. 2. Forms - All forms shall be free from warp, tight enough to prevent leakage and substantial enough to maintain their shape and position without springing or settling, when concrete is placed. Forms shall be clean and smooth immediately before concreting. 3. Placing Concrete - Concrete shall be deposited so as to require as little rehandling as practicable. When concrete is to be placed at an atmospheric temperature of 35 degrees F. or less, paragraph 702.10 of the Indiana Department of Transportation Specifications latest revision shall be followed. F. Concrete Curb 1. Expansion Joints - Shall be 1/2 inch thick premoulded between storm structures & curb. 2. Contraction /Control Joints - Unless otherwise provided, contraction joints shall be sawed or scored joints spaced 10 feet on ce:iter, except for intersection radii where joints shall be placed 5' o.c. 3. Finish - Tamp and screed concrete as soon as placed, and fill any honey combed places. Finish square corners to 1/4" radius and other corners to radii shown. G. Concrete Walks and Exterior Steps 1. Slopes - Provide 1/4 inch per foot cross slope. Make adjustments in slopes at walk intersections as necessary to provide proper drainage. 2. Dimensions - Walks and steps shall be one course construction and of widths and details shown on the drawings. 3. Finish - Screed concrete and trowel with a steel trowel to a hard dense surface after surface water has disappeared. Apply medium broom finish and scribe control joints at 5 foot spacing. Provide 1/2" expansion joints where sidewalks intersect, and at a maximum spacing of 48 feet between expansion joints. H. Curing Concrete - Except as otherwise specified, cure all concrete by one of the methods described in Section 501.17 of the Indiana Department of Transportation Specifications, latest revision. I. Bituminous Pavement - Hot asphalt concrete F avement shall be as specified in Section 403 and must comply with Section 401.05 of the Indiana Department of Transportation Specifications latest revisions. Paving will not be permitted during unfavorable weather or when the temperature is 40 degrees F. and falling. J. Compacted Aggregate Subbase - the thickness shown on the drawings is the minimum thickness of the fully compacted subbase. Compaction shall be accomplished by rolling with a smooth wheeled roller weighing 8 to 10 tons. Compact to 90% compaction using Standard Testing Procedures. Along curbs, headers and walls and at all placed not accessible to the roller, the aggregate material shall be tamped with mechanical tampers or with approved hand tampers. TABLE 1 MINIMUM SPECIFIED TIME REQUIRED FOR A 1.0 psig DROP FOR SIZE AND LENGTH OF PIPE INDICATED Pipe Diameter In. Minimum Time, min: s Length for Minimum Time, ft Time for Longer Length, S Specification Time for Length (L) Shown, min: s C,t 2E � 100 ft 150 ft 200 ft 250 ft 300 ft 350 ft 400 ft 450 ft 4 3:48 597 0.360 L 3:46 3:46 3:46 3:46 3:46 3:46 3:46 3:46 6 5:40 386 0.854 L 5:40 5:40 5:40 5:40 5:40 5:40 5:42 6:24 8 7:34 298 1.520 L 7:34 7:34 7:34 7:34 7:36 8:52 10:08 11:24 10 8:26 239 2.374 L 9:28 9:28 9:28 9:63 11:52 13:51 15:49 17:48 12 11:20 199 3.418 L 11:20 11:20 11:24 14:15 17:05 19:58 22:47 25:38 16 1 14:10 158 5.342 L 14:10 14:10 17:48 22:15 26:42 31:09 35:36 40:04 18 17:00 133 7.682 L 17:00 19:13 25:38 32:03 38:27 44:52 51:16 57:41 21 19:50 114 10.470 L 18:60 26:10 34:54 43:37 52:21 61:00 69:48 78:31 24 22:40 89 13.674 L 22:47 34:11 45:34 56:58 68:22 79:46 91:10 102:33 27 25:30 88 17.306 L 28:51 43:16 57:41 72:07 86:32 100:57 115:22 129:48 30 28:20 80 21.388 L 35:37 53:26 71:13 89:02 108:50 124:38 142:25 160:15 33 31:10 72 25.852 L 49:05 64:38 88:10 107:49 129:18 150:43 172:21 193:53 38 1 34:00 86 30.788 L 61:17 76:55 102:12 128:12 153:80 179:29 205:07 230:46 \�X� \ \ \ \\ 1 1111 I t I I tIt/////// Z�/ �pN T G ISlERFO No. 10000075 -�O_ STATE OF /1l /111111111111111 \ \ \ \� DATE: 6/6/06 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. (2006) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 301 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www. sch n eidercorp. com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering Z 6/6/06 O DRAWN BY: C,t 2E � SPECIFICATIONS DRAWING FILES: N: \1238 \6003 \DWGS \M0ULTRIE \C901.DWG lij H -�-� � Z Jp � w O OC OC O IL LL C44 0 P34 '-' O 0 2Ez i�2 w Of U \�X� \ \ \ \\ 1 1111 I t I I tIt/////// Z�/ �pN T G ISlERFO No. 10000075 -�O_ STATE OF /1l /111111111111111 \ \ \ \� DATE: 6/6/06 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. (2006) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 301 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www. sch n eidercorp. com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 6/6/06 1238.6003 DRAWN BY: C,t rT, � SPECIFICATIONS DRAWING FILES: N: \1238 \6003 \DWGS \M0ULTRIE \C901.DWG SHEET NO.: H -�-� � Z � w d � O Z C44 0 P34 '-' Q nl U U �J DATE: PROJECT NO.: 6/6/06 1238.6003 DRAWN BY: CHECKED BY: BET SHEET TITLE: SPECIFICATIONS DRAWING FILES: N: \1238 \6003 \DWGS \M0ULTRIE \C901.DWG SHEET NO.: (C � yl, n City of Carmel Right of Way Paving Policy November 2, 2005 1) General Equipment for HMA operations, A) The work subject to the requirements of W this policy shall include the production, o hauling /delivery, spreading, finishing, compaction and her work necessary to Z prepare foundations, install aggregate bases z w and install one or more courses of base, v) intermediate, or surface hot mix asphalt Z mixtures within existing or proposed U W right -of -way for roadways, auxiliary lanes IJ and asphalt multi -use paths. B) This policy shall be the basis for acceptance vi) of the work by the City. Failure to adhere O to the requirements of this policy may 4-q 0 result in non - acceptance of the work or w Cl- other remedies outlined in this policy. C) Workmanship, materials and quality of the O work completed shall conform to the 2006 � U Standard Specifications of the Indiana Department of Transportation (hereinafter IL fi referred to as Standard Specifications), ), o W M o except where deviations are allowed herein, C) or variances are granted. D) Where the minimum standards of any other cn� z (D u-) governmental agency having concurrent Z jurisdiction exceed these standards, the higher standards shall apply. E) If any plan or other note or specification on the approved construction documents exceeds the minimum standards of this policy, the higher standards shall apply. F) Nothing contained herein shall be construed as prohibiting the design and construction of improvements meeting higher standards, nor as discouraging petitions to appropriate governing bodies for variances for alternatives which can be supported by advances in technology and are approved by other agencies with concurrent jurisdiction. G) All work shall comply with the requirements of Section 105.03 of the Standard Specifications. H) For the purposes of this policy, where the term Engineer is used in this policy and the Standard Specifications, it shall mean: i) The Carmel City Engineer, staff of the Department of Engineering, other personnel employed by the City of Carmel, or authorized agent(s) that may be retained to represent the City of Carmel. ii) The Hamilton County Highway Engineer, staff of the Hamilton County Highway Department, other personnel employed by Hamilton County, or authorized agent(s) that may be retained to represent Hamilton County Highway, depending on the location of the work. 1) Authority of the Engineer over the work shall be per Section 105.01 of the Standard Specifications. J) Prior to commencing the work, the Contractor performing the work shall contact the Engineer to schedule a pre- construction meeting to review the Engineer's construction requirements, staff notification requirements, required inspections for certain stages of the work and to review the authority of the Engineer as to relates to the work. K) Under no circumstances shall work subject to the standards established by this policy commence without obtaining approved construction drawings by the City of Carmel Department of Engineering. 2) Foundation A) General i) This work shall consist of the construction /preparation of the foundation in accordance with Section 105.03 of the Standard Specifications. B) Excavation and Embankment i) Prior to beginning excavation and embankment operations, all necessary clearing, grubbing, scalping and topsoil stripping and subsequent backfilling for removed items within the slope stake limits shall be performed in accordance with Section 201.03 and 201.04 of the Standard Specifications. All topsoil, vegetation, roots, stumps, friable and deleterious material shall be completely removed within the limits of the slope stakes. ii) Excavations 1. After excavation operations, all spongy and yielding material that does not readily compact shall be removed from within the slope stake limits and the resulting void shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications. 2.Any pronounced depressions within the slope stake limits resulting after excavation operations shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications iii) Embankments 1. Embankments shall be constructed in accordance with Section 203 of the Standard Specifications 2. All spongy and yielding material that does not readily compact shall be removed from within the slope stake limits prior to embankment operations. 3. Any pronounced depressions within the slope stake limits resulting after clearing, grubbing, scalping and topsoil removal shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications prior to embankment operations. 4. Prior to the construction of any embankment the original ground surface within the limits of the slope stakes shall be leveled and the upper 6- inches shall be compacted in accordance with Section 203 of the Standard Specifications. 5.Embankments shall be shaped to be well drained and shall be protect to prevent erosion. 6.Loose depth of each embankment lift, final compacted depth, compaction method and compaction requirements shall be in accordance with Section 203 of the Standard Specifications. City of Carmel Right of Way Paving Policy November 2, 2005 (continued) C) Soil Subgrades i) Subgrades shall be prepared only after the installation of all utilities and subsurface drains indication on the approved construction documents to be located under the pavement are completed. Trench backfilling work of these installations shall be accordance with the City of Carmel Trench Backfilling Specifications. ii) The subgrade shall be shaped to the required grade and sections, free from all ruts, corrugations, or other irregularities. iii) The subgrade shall be uniformly prepared, compacted and approved in accordance with Sections, 207.02, 207.03 and 207.04 of the Standard Specifications. iv) Subgrades shall be inspected and approved by the Engineer before any aggregate base or hot mix asphalt paving operation are constructed. A proofroll shall be conducted in accordance with Section 203.26 of the Standard Specifications. Unacceptable areas shall be corrected to the satisfaction of the Engineer before any aggregate base or hot mix asphalt paving operations commence. v) At the discretion of the Engineer, Subgrade that has satisfactorily passed a proofroll, but remains uncovered for a period of 14 calendar days prior to placing stone or is subject to a measurable rain event prior to placing stone, shall be subject to additional proof rolls prior to placement of Aggregate Base. D. Existing Pavement i) Milling of existing pavement surfaces shall be in accordance with Section 306.02, 306.03, 306.05, 306.07 and 306.08 of the Standard Specifications. Ci+ of Carmel Right of Way Paving Policy Noember 2. 2005 (continued) iv) Equipment for HMA operations, Z including but not limited to production, W hauling /transportation, laydown, o compaction and miscellaneous /ancillary activity shall be in accordance with Z Section 409 of the Standard z w Specifications. v) Installation of the full pavement section Z indicated on the approved construction U W documents for the entire area to be IJ paved must be completed in the same 0. paving season. vi) Widening operations shall comply with O the following: 4-q 0 1. The outside face of the excavated w Cl- area shall be left as nearly vertical as � ::;� the nature of the material will permit O and not wider than the outside limits � U of the widening section 2. The existing pavement adjacent to IL the widening area shall be sawcut to o W M o a clean edge. C) 3. The subgrade in the widened area 04 shall be compacted in accordance with cn� z (D u-) this policy. Z 4. Widening mixtures shall comply with the pavement section indicated Q' on the approved construction documents. 5. Compaction of the widening shall be in accordance with Section 304.05 of the Standard Specifications. ii) Localized weak areas of the existing pavement section uncovered during the milling process shall be repaired in accordance with Section 304.02, 304.03, 304.05 or 305 of the Standard Specifications iii) Prior to opening milled areas to traffic, the milled areas shall be cleaned of all material, debris and dust resulting from the operation. iv) Milled areas that remain open to traffic longer than those times stipulated in Section 306.05 of the Standard Specifications shall be subject to liquidated damages outlined in Section 306.05 of the Standard Specifications. The Contractor shall be responsible for payment of these liquidated damages. 3) Aggregate Bases A) General i) This work shall consist of placing a compacted aggregate on a prepared soil subgrade in accordance with Section 105.03 of the Standard Specifications. ii) Aggregate Base materials shall be in accordance with Section 301.02 of the Standard Specifications. iii) The material shall be obtained from a Certified Aggregate Producer in accordance with Section 917 of the Standard Specifications. iv) The Aggregate Base material shall be handled and transported to and on the work site in a manner that minimized segregation of moisture loss. v) Aggregate Bases shall be constructed on prepared foundations and to thicknesses equal or greater than those indicated on the approved construction documents. B) Temperature and Seasonal Limitations i) The Aggregate Base shall be placed in accordance with the temperature limitations of Section 301.04 of the Standard Specifications. ii) Frozen material shall not be placed. iii) Aggregate Bases must be placed and pass proof roll prior to November 30 in order to allow paving in accordance with Section 4C(iv) of this policy. C) Preparation i) The prepared foundation shall be free from objectionable or foreign materials at the time of placement. ii) The subgrade shall be subject to additional proof rolls in accordance with Section 203.26 of the Standard Specifications just prior to placing the Aggregate Base on the subgrade in accordance with Section 2C(v) of this policy. Unacceptable areas shall be corrected to the satisfaction of the Engineer before any Aggregate Base is placed. D) Spreading and Finishing i) The Aggregate Base shall be spread in accordance with Section 301.05 of the Standard Specifications. ii) The Aggregate Base shall be compacted in accordance with Section 301.06 of the Standard Specifications. iii) Subsequent paving courses shall be placed over the Aggregate Base within 14 calendar days. Aggregate Bases that lay exposed for a period of time greater than 14 calendar days or experience a measurable rain event prior to the placement of subsequent paving courses shall be subject to inspection and acceptance by the Engineer. At the discretion of the Engineer, additional proof rolls may be required. 4) Asphalt Pavement A) General i) This work shall consist of placing one or more courses of base, intermediate, or surface hot nnix asphalt (HMA) mixtures on a prepared foundation in accordance with Section 105.03 of the Standard Specifications. ii) HMA base, intermediate, or surface mixtures shall be constructed on prepared foundations and to thickness equal or greater than those indicated on the approved construction documents. iii) Materials used in the production of the HMA mixtures shall be in accordance with Section 401.03 of the Standard Specifications. City of Carmel Right of Way Paving Policy November 2, 2005 (continued) E) Joints i) Joints shall conform to the requirements of Section 401.15 of the Standard Specifications. B) Preparation I) The Aggregate Base shall be subject to additional proof rolls in accordance with Section 203.26 of the Standard Specifications just prior to placing the HMA courses in accordance with Section 3D(iii) of this policy. Unacceptable areas shall be corrected to the satisfaction of the Engineer before any paving operations commence. ii) All displacement or rutting of the Aggregate Base shall be repaired prior to placing HMA mixtures. iii) Milled asphalt surfaces shall be tacked in accordance with Section 406 of the Standard Specifications. iv) Asphalt surfaces between courses shall be tacked in accordance with Section 406 of the Standard Specifications. v) Contact surfaces of curbing, gutters, manholes and other structures shall be tacked in accordance with Section 406 of the Standard Specifications. vi) Surfaces on which a mixture is placed shall be free from objectionable or foreign materials at the time of placement vii) Tact Coat material shall be distributed with equipment meeting the requirements of Section 409.03(a) of the Standard Specifications. C) Weather and Seasonal Limitations i) HMA courses shall be placed when the ambient temperature and the temperature of the surface on which it is to be placed is 457 (7'C) or above. The Engineer shall determine the ambient temperature. There shall be no provision for low temperature compaction allowed bye Section 402.16 of the Standard Specifications. ii) No mixture shall be placed on a frozen subgrade. iii) Under no circumstances shall HMA mixtures be placed between December 15 and March 30. iv) If a foundation that is to receive one or more courses of base, intermediate, or surface HMA mixtures is placed and determined to be an approved foundation by the City prior to November 30, placement of HMA courses will be allowed up to December 15, provided that the ambient and foundation surface temperature complies with the requirements of Section 4C(i) of this policy and the paving contractor pay for the services of a full time construction inspector and who shall act as an authorized agent of the Engineer. The Engineer shall select the construction inspector. v) If the ambient and foundation surface temperature complies with the requirements of Section 4C(i) of this policy between April 1 and April 15, HMA course shall be allowed to be placed on an approved foundation provided that the paving contractor pay for the services of a full time construction inspector and who shall act as an authorized agent of the Engineer. The Engineer shall select the construction inspector. vi) The Engineer reserves the right to suspend all paving operations if, in the opinion of the Engineer that prevailing weather conditions and /or the condition of the Subgrade and /or the Aggregate Base may result in substandard HMA placement, spreading and finishing. D) Spreading and Finishing i) HMA courses shall be placed upon an approved foundation or other HMA course by means of laydown equipment in accordance with Section 409.03 (c) of the Standard Specification. ii) Segregation or flushing or bleeding of HMA mixtures will not be permitted. Corrective action shall be taken to prevent continuation of these conditions. Segregated or flushed or bleeding HMA mixtures shall be removed if directed. iii) All areas showing an excess or deficiency of binaer shall be removed and replaced. iv) All HMA mixtures that become loose and broken, mixed with dirt, or is in any way defective shall be removed and replaced. F) Compaction i) The HMA mixture shall be compacted with equipment in accordance with Section 409.03 (d) of the Standard Specifications immediately after the mixture has been spread and finished. ii) Rollers shall not cause undue displacement, cracking or shoving. 5) Inspections A) All materials furnished and each part or detail of the work will be subject to inspection per Section 105.10 of the Standard Specifications for the purpose of ascertaining that the work is in substantial conformance with this policy and the approved construction documents. B) The Contractor shall notify the Engineer a minimum of 48 -hours in advance of commencing any work subject to the standards established by this policy. C) The Contractor shall schedule proofrolls with the Engineer a minimum of 48 -hours in advance of such proofrolls. D) Sampling and testing of materials, equipment or construction work may be required at the expense of the Contractor at the discretion of the Engineer for the purpose of ascertaining that the work is in substantial conformance with this policy and the approved construction documents. Sampling and testing shall conform to the requirements of the sections of the Standard Specifications applicable to the portion of the work suspected to be non - compliant or as directed by the Engineer. E) Where the Engineer determines that it is necessary to confirm compliance with standards of quality or thickness, pavements shall be cored and tested at the expense of the Contractor. The average thickness of all courses must equal or exceed the minimum prescribed by the approved construction documents, and no single core shall show a deficiency greater than one half inch (1/2") in any course or total thickness from the pavement section indicated on the approved construction documents. F) Such inspections shall not be construed to relieve the developers' engineers or contractors in any way from their obligations and responsibilities under their contracts. Specifically, inspection by the Engineer, or by retained engineers or testing agencies, shall not require them to assume responsibilities for the approved construction documents, for any misinterpretation of the approved construction documents by the contractors during construction or for the means and methods of construction, nor for safety on the job site. G) Work identified to not meet the requirements of this policy or the approved construction documents, unacceptable work, whether the result of poor workmanship, use of defective materials, damage through carelessness, or any other cause found to exist prior to final acceptance of the work, shall be removed immediately and replaced in an acceptable manner at the Contractor's expense. H) If the Contractor fails to comply forthwith with any order made under the provisions of the subsection, the Engineer will have authority to cause unacceptable work to be remedied or removed and replaced; to cause unauthorized work to be removed; and to deduct the costs from any monies due or to become due. 1) Work done contrary to instructions proved by the Engineer shall be considered unacceptable and subject to immediate removal and replacement in accordance with the instructions provided by the Engineer. 6) Acceptance A) Before acceptance of any phase of construction, the Engineer shall determine if the improvements are in substantial compliance with this policy (except for any variances granted) and the approved construction documents. B) The Engineer may, at his sole discretion, accept work that is not in conformance with this policy provided that the work is bonded for a period greater than three years. The Engineer shall establish the extended bonding requirement. City of Carmel Concrete Curb Policy January 13, 2006 1) General n A) The work subject to the requirements o f this policy shall include the production, hauling /delivery, excavation for, placing, installation, jointing, curing, finishing, and other work necessary to prepare r foundations and soil subgrades, install aggregate gg g bases and install concrete curbing within property within the corporate limits of the City of Carmel and existing or proposed right -of -way. B) This policy shall be the basis for acceptance of the work by the City. Failure to adhere to the requirements of this policy may result in non - acceptance of the work or other remedies outlined in this policy. C) Workmanship, materials and quality of the work completed shall conform to the 2006 Standard Specifications of the Indiana Department of Transportation (hereinafter referred to as Standard Specifications), except where deviations are allowed or specified herein, or variances are granted. D) Where the minimum standards of any other governmental agency having concurrent jurisdiction exceed these standards, the higher standards shall apply. E) If any plan or other note or specification on the approved construction documents exceeds the minimum standards of this policy, the higher standards shall apply. F) Nothing contained herein shall be construed as prohibiting the design and construction of improvements meeting higher standards, nor as discouraging petitions to appropriate governing bodies for variances for alternatives which can be supported by advances in technology and are approved by other agencies with concurrent jurisdiction. G) All work shall comply with the requirements of Section 105.03 of the Standard Specifications. H) For the purposes of this policy, where the term Engineer is used in this policy and the Standard Specifications, it shall mean: i) The Carmel City Engineer, staff of the Department of Engineering, other personnel employed by the City of Carmel, or authorized agent(s) that may be retained to represent the City of Carmel. ii) The Hamilton County Highway Engineer, staff of the Hamilton County Highway Department, other personnel employed by Hamilton County, or authorized agents) that may be retained to represent Hamilton County Highway, depending on the location of the work. 1) Authority of the Engineer over the work shall be per Section 105.01 of the Standard Specifications. J) Prior to commencing the work, the Contractor performing the work shall contact the Engineer to schedule a pre- construction meeting to review the Engineer's construction requirements, staff notification requirements, required inspections for certain stages of the work and to review the authority of the Engineer as it relates to the work. K) Under no circumstances shall work subject to the standards established by this policy commence without obtaining approved construction drawings by the City of Carmel Department of Engineering. L) At the sole discretion of the Engineer, the portions of this policy related to inspections and testing of work subject to the requirements of this policy outside of the right-of-way shall be determined at the pre- construction meeting. M) Dimensional and other standards for concrete curb shall be in accordance with the City of Carmel Standard Details. N) Under no circumstances shall material other than Portland Cement Concrete meeting the standards established by this policy be utilized to construct concrete curbs within the corporate limits of the City of Carmel. City of Carmel Concrete Curb Policy January 13, 2006 (continued) C) Soil Subgrades i) Subgrades shall be installed on foundations constructed in accordance with Section 2(A) and Section 2(B) of this policy and only after the installation of all utilities and subsurface drains indicated on the approved construction documents to be located under the pavement are completed Trench backfilling work of these installations shall be in accordance with the City of Carmel Trench Backfilling specifications. ii) The subgrade shall be shaped to the required grade and sections, free from all ruts, corrugations, or other irregularities. iii) The subgrade shall be uniformly prepared, compacted and approved in accordance with Sections 207.02, 207.03 and 207.04 of the Standard Specifications. iv) Subgrades shall be inspected and approved by the Engineer before any aggregate base or concrete curbs are constructed. A proofroll shall be conducted in accordance with Section 203.26 of the Standard Specifications. Unacceptable areas shall be corrected to the satisfaction of the Engineer before the placement of any Aggregate Base or concrete curbing. v) At the discretion of the Engineer, Subgrade that has satisfactorily passed a proofroll, but remains uncovered for a period of 14 calendar days prior to placing Aggregate Base or concrete curbing or is subject to a measurable rain event prior to placing Aggregate Base or concrete curbing, shall be subject to additional proof rolls prior to placement of the Aggregate Base or concrete curbing. 3) Aggregate Bases A) General i) This work shall consist of placing a compacted Aggregate Base on a prepared soil subgrade in accordance with Section 105.03 of the Standard Specifications. ii) Aggregate Base materials shall be in accordance with Section 301.02 of the Standard Specifications. iii) The Aggregate Base material shall be obtained from a Certified Aggregate Producer in accordance with Section 917 of the Standard Specifications. iv) The Aggregate Base material shall be handled and transported to, and on, the work site in a manner that minimizes segregation and moisture loss. v) Aggregate Bases shall be constructed on approved soil subgrades and to thicknesses equal or greater than those indicated on the approved construction documents. B) Temperature and Seasonal Limitations i) The Aggregate Base shall be placed in accordance with the temperature limitations of Section 301.04 of the Standard Specifications. ii) Frozen material shall not be placed. iii) Aggregate Bases must be placed and pass proof roll prior to November 30 in order to allow paving in accordance with Section 4C(iv) of this policy. C) Preparation i) The prepared soil subgrade shall be free from objectionable or foreign materials at the time of placement. ii) The subgrade shall be subject to additional proof rolls in accordance with Section 203.26 of the Standard Specifications just prior to placing the Aggregate Base on the subgrade in accordance with Section 2C(v) of this policy. Unacceptable areas shall be corrected to the satisfaction of the Engineer before any Aggregate Base is placed. D) Spreading and Finishing i) The Aggregate Base shall be spread in accordance with Section 301.05 of the Standard Specifications. ii) The Aggregate Base shall be compacted in accordance with Section 301.06 of the Standard Specifications. iii) Concrete curb shall be placed over the Aggregate Base within 14 calendar days. Aggregate Bases that lay exposed for a period of time greater than 14 calendar days or experience a measurable rain event prior to the placement of concrete curb shall be subject to inspection and acceptance by the Engineer. At the discretion of the Engineer, additional proof rolls may be required. 0) Under no circumstances shall extruded type curb be installed within the corporate limits of the City of 4) Concrete Curb Carmel. 2) Foundation A) General i) This work shall consist of the construction /preparation of the foundation in accordance with Section 105.03 of the Standard Specifications. ii) The foundation shall be prepared in accordance with Section 605.03(a) of the Standard Specifications and the requirements of this policy. B) Excavation and Embankment i) Prior to beginning excavation and embankment operations, all necessary clearing, grubbing, scalping and topsoil stripping and subsequent backfilling for removed items within the slope stake limits shall be performed in accordance with Section 201.03 and 201.04 of the Standard Specifications. All topsoil, vegetation, roots, stumps, friable and deleterious material shall be completely removed within the limits of the slope stakes. ii) Excavations (1) After excavation operations, all spongy and yielding material that does not readily compact shall be removed from within the slope stake limits and the resulting void shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications. (2) Any pronounced depressions within the slope stake limits resulting after excavation operations shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications. iii) Embankments (1) Embankments shall be constructed in accordance with Section 203 of the Standard Specifications. (2) All spongy and yielding material that does not readily compact shall be removed from within the slope stake limits prior to embankment operations. (3) Any pronounced depressions within the slope stake limits resulting after clearing, grubbing, scalping and topsoil removal shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications prior to embankment operations. (4) Prior to the construction of any embankment, the original ground surface within the limits of the slope stakes shall be leveled and the upper 6- inches shall be compacted in accordance with Section 203 of the Standard Specifications. (5) Embankments shall be shaped to be well drained and shall be protected to prevent erosion. (6) Loose depth of each embankment lift, final compacted depth, compaction method and compaction requirements shall be in accordance with Section 203 of the Standard Specifications. A) General i) This work shall consist of placing concrete curbing on prepared soil subgrades or Aggregate Bases in accordance with Section 105.03 of the Standard Specifications. ii) Concrete curb shall be constructed on prepared soil subgrades or Aggregate Bases to the dimensional standards of the applicable City of Carmel Standard Details or in accordance with the curbing details of the approved construction documents. iii) Materials used in the production of the concrete for the curbing shall be in accordance with Section 605.02 of the Standard Specifications. High early strength admixtures may be utilized but shall not be considered in waiving any requirements of this policy. iv) Equipment utilized for concrete curbing installation work, including but not limited to production, hauling /delivery, placing, installation, jointing, curing, finishing and miscellaneous /ancillary activity shall be in accordance with Section 508 of the Standard Specifications. v) Concrete production, mixing and hauling /delivery shall be in accordance with Section 502.10 of the Standard Specifications. vi) Installation of the concrete curbing indicated on the approved construction documents shall be completed in the some paving season. B) Preparation i) The soil subgrade or Aggregate Base shall be subject to additional proof rolls in accordance with Section 203.26 of the Standard Specifications just prior to placing the HMA courses in accordance with Section 2C(v) and 3D(iii) of this policy. Unacceptable areas shall be corrected to the satisfaction of the Engineer before placement of any concrete curbing. ii) All displacement or rutting of the soil subgrade or Aggregate Base shall be repaired prior to placing concrete curbing. City of Carmel Concrete Curb Policy January 13, 2006 (continued) C) Weather and Seasonal Limitations i) Concrete curbing shall only be placed in accordance with Section 502.11 of the Standard Specifications. There shall be no provision for installation below the temperatures specified. ii) No mixture shall be placed on a frozen subgrade or Aggregate Base. iii) Under no circumstances shall concrete curb be placed between December 15 and March 30. iv) If a soil subgrade or Aggregate Base over which concrete curb is to placed, is placed and approved by the City prior to November 30, placement of the concrete curb will be allowed up to December 15, provided that the ambient and soil subgrade or Aggregate Base surface temperature complies with the requirements of Section 4C(i) of this policy and the paving contractor pay for the services of a full time construction inspector and who shall act as an authorized agent of the Engineer. The Engineer shall select the construction inspector. v) If the ambient and soil subgrade or Aggregate Base surface temperature complies with the requirements of Section 4C(i) of this policy between April 1 and April 15, concrete curb shall be allowed to Aggregate be placed on an approved soil subgrade o r gg re g a t e Base provided that the paving contractor pay for the services of a full time construction inspector and who shall act as an authorized agent of the Engineer. The Engineer shall select the construction inspector. VI) The Engineer reserves the right to suspend all concrete curb placement operations if, in the opinion of the Engineer, that prevailing weather conditions and /or the condition of the Subgrade and /or the Aggregate Base may result in substandard concrete curb placement, curing and finishing. D) Placement i) Concrete curb shall be placed in accordance with Section 502.09, 502.12 and 605.04(c) and 605.04(d) of the Standard Specifications. ii) Curb machines may be utilized in accordance with Section 605.04(h) of the Standard Specifications provided that the equipment conforms to the requirements of Section 508 of the Standard Specifications. iii) Formwork shall comply with the requirements of Section 605.04(b) of the Standard Specifications. iv) Forms shall be removed in accordance with Section 502.16 and 605.04(b) of the Standard Specifications. E) Joints i) Joints shall conform to the requirements of Section 503 and 605.04(e) of the Standard Specifications. ii) Joints shall be installed at intervals of 10 -feet or less; 5 -foot or less along radii. Joints in integral curb and sidewalks shall be located at the same location as the joints in the adjoining sidewalk. Joints may be sawed or tooled to a minimum depth of i6 -inch. iii) Preformed expansion joints shall be placed at intervals of 50 -feet or less, at all castings, the beginning and end of all curb returns, the end of each days work and where abutting existing construction. In addition to these requirements, expansion joints in integral curb and sidewalks shall be located at the same location as the expansion joints in the adjoining sidewalk. F) Finishing and Curing i) The concrete curb shall be finished and cured in accordance with Section 502.14, 502.15, 504 and 605.04(f) of the Standard Specifications. ii) Curing compound shall be applied to all exposed surfaces on slip- formed concrete curb. For formed concrete curb, curing compound shall be applied to all exposed surfaces including sides after any forms are removed. iii) The concrete curb shall be allowed to cure for a minimum of 5 -days prior to commencing backfilling operations adjacent to the concrete curbing. G) Backfilling i) The spaces adjacent to the concrete curb shall be backfilled in accordance with Section 605.04(8) of the Standard Specifications only after the concrete curbing is inspected and accepted by the Engineer in accordance with Section 5 of this policy. ii) Backfilling operations shall be completed prior to opening the area to regular construction traffic. 5) Inspections A) All materials furnished and each part or detail of the work will be subject to inspection per Section 105.10 of the Standard Specifications for the purpose of ascertaining that the work is in substantial conformance with this policy and the approved construction documents. B) The Contractor shall notify the Engineer a minimum of 48 -hours in advance of commencing any work subject to the standards established by this policy. C) The Contractor shall schedule proofrolls with the Engineer a minimum of 48 -hours in advance of such proofrolls. D) The Contractor and Engineer will conduct an inspection of the new concrete curbing for any damage, including freezing or random cracks. The inspection and all necessary repairs shall be completed prior to backfilling operations. E) Sampling and testing of materials, equipment or construction work may be required at the expense of the Contractor at the discretion of the Engineer for the purpose of ascertaining that the work is in substantial conformance with this policy and the approved construction documents. Sampling and testing shall conform to the requirements of the sections of the Standard Specifications applicable to the portion of the work suspected to be non - compliant or as directed by the Engineer. F) Where the Engineer determines that is necessary to confirm compliance with standards of quality or thickness, concrete curb shall be cored and tested at the expense of the Contractor. The average thicknesses of the curb must equal or exceed the minimum prescribed by the approved construction documents. G) Such inspections shall not be construed to relieve the developers' engineers or contractors in any way from their obligations and responsibilities under their contracts. Specifically, inspection by the Engineer, or by retained engineers or testing agencies, shall not require them to assume responsibilities for the approved construction documents, for any misinterpretation of the approved construction documents by the contractors during construction, or for the means and methods of construction, nor for safety on the job site. H) Work identified to not meet the requirements of this policy or the approved construction documents, unacceptable work, whether the result of poor workmanship, use of defective materials, damage through carelessness, or any other cause found to exist prior to the final acceptance of the work, shall be removed immediately and replaced in an acceptable manner at the Contractor's expense. City of Carmel Concrete Curb Policy January 13, 2006 (continued) 1) If the Contractor fails to comply forthwith with any order made under the provisions of this subsection, the Engineer will have authority to cause unacceptable work to be remedied or removed and replaced; to cause unauthorized work to be removed; and to deduct the costs from any monies due or to become due. J) Work done contrary to instructions provided by the Engineer shall be considered unacceptable and subject to immediate removal and replacement in accordance with the instructions provided by the Engineer. 6) Acceptance A) Before acceptance of the concrete curb, the Engineer shall determine if the improvements are in substantial compliance with this policy (except for any variances granted) and the approved construction documents. B) The Engineer may, at his sole discretion, accept work that is not in conformance with this policy provided that the work is bonded for a period greater than three years. The Engineer shall establish the extended bonding requirement. Where to add items related to heating blankets and how should this read? How to address freeze guard provision? No admixtures or additives related to protection from freezing is allowed? How much testing to require? Beam breaks? `\N,\\ �►1uunirnr��iii 7/ii pON T. e�'' %Y //Y `� 15TE . '''� = : N 0. '.-' - � --a -. 10000075 . = � STATE OF Q` �v DIAN_. �'� N P.. F \ yx %�ss�ON 1. viiii1unnuAuu0� 3/UIV444 ,, DATE: 6/6/06 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. (2006) - -, Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 301 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 Z ct r- I W O o I W Z 0 z w - Q 0 M M Z �r U W IJ a U 0. CO Z C) U mi O Q z 4-q 0 aOf w Cl- Q � ::;� W W O W � U WM0 ~ IL U o W M o as C) 04 p0 cn� z (D u-) Z _ U' W > w o0 Q' `\N,\\ �►1uunirnr��iii 7/ii pON T. e�'' %Y //Y `� 15TE . '''� = : N 0. '.-' - � --a -. 10000075 . = � STATE OF Q` �v DIAN_. �'� N P.. F \ yx %�ss�ON 1. viiii1unnuAuu0� 3/UIV444 ,, DATE: 6/6/06 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. (2006) - -, Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 301 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 ,P� ct r- I W o W E-+ -ll.-) Q4 Z M Z W � Z Q z � Q z 4-q 0 W r-1 a � Q � ::;� Q) E-1 � U � U � Z r q C) 04 • r--q