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HomeMy WebLinkAbout06100004 Construction Plans Approval Pending NFC Rcv. 10/3/2006 DOCSA AP NOT TO SCALE f � f �_'•;�ff �� f r f'�_ .l t , i 1 t J f {, f "f 1 i i i f If � � f LLJ 0 z w l ^A 'I, Ij ir I _E .Z 1 - t i'... \. E f » S t J JUr Ct F1 I' CLEa x � l `a d rl � .lF .% J' j•' � f I r ° JF t 1 i ..?F_' s ; Y S ! 1 �Y r hr _ 7 'i ,� f __ ♦4 It � L � "ti..� ,..� � �� r; 3 - f , r THIS PROJECT SITE DOES NOT LIE WITHIN A SPECIAL FLOOD HAZARD ZONE C (No Special Flood Hazard) ON THE FLOOD INSURANCE RATE MAP FOR THE CITY OF CARMEL. M in O Q E8 25 gs C M T E Pvq-- A P SCALE: 111c501 INDEX Y C.7 �, J CD C100 COVER SHEET ;..._.. I Zm WZ � _ _y � _ f / , Al f = EX. BROCCOLI BILL'S -' S i 1ti. � , M 1 _ REVISIONS: www.schneidercorp.com Home Builder Services M Land Surveying Y g Landscape Architecture Pvq A P W Transportation Engineering RIOT R k I W � STATE OF O� 'NDIANP THIS PROJECT SITE DOES NOT LIE WITHIN A SPECIAL FLOOD HAZARD ZONE C (No Special Flood Hazard) ON THE FLOOD INSURANCE RATE MAP FOR THE CITY OF CARMEL. M in O Q E8 25 gs C M T E Pvq-- A P SCALE: 111c501 NOT TO SCALE J CD Q U M f I f'f Y.r 1 t 1 — t` I SEC. 28- 0(0 Wu a a (ov 2) T18N -R3E VT VV-1 OC A PUBLIC T E I LAGE C T PA' � HA ILT(� COUNT DE ELOP-F: 12821 E. NEW MARKET STREET, SUITE 200 CARMEL, INDIANA 46032 [3171 574 -3400 INDEX SHEET No. DESCRIPTION C100 COVER SHEET ;..._.. I ;.: I':. i 1 Y , � _ _y � _ f / , Al f ♦;r C801 -' S i 1ti. � , SPECIFICATIONS 1 _ REVISIONS: www.schneidercorp.com Home Builder Services DATE: BY: DESCRIPTION: Interior Design Land Surveying Y g Landscape Architecture Pvq A P NOT TO SCALE J CD Q U M f I f'f Y.r 1 t 1 — t` I SEC. 28- 0(0 Wu a a (ov 2) T18N -R3E VT VV-1 OC A PUBLIC T E I LAGE C T PA' � HA ILT(� COUNT DE ELOP-F: 12821 E. NEW MARKET STREET, SUITE 200 CARMEL, INDIANA 46032 [3171 574 -3400 C TACT. KEVIN KRULIK 12821 NEW MARKET ST., STE. 200 CARMEL, INDIANA 46032 PH: 13171 574 -3923 EXT. 2124 FAX: 13171 574 =3919 brenwick@brenwick.com DOCKET N0. _ TAC bDDOq © INDEX SHEET No. DESCRIPTION C100 COVER SHEET C101 SITE PLAN C102 GRADING, DRAINAGE & UTILITY PLAN C103 PRE — CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN C401 SANITARY SEWER PLAN AND PROFILES C801 GENERAL DETAILS C901 SPECIFICATIONS C TACT. KEVIN KRULIK 12821 NEW MARKET ST., STE. 200 CARMEL, INDIANA 46032 PH: 13171 574 -3923 EXT. 2124 FAX: 13171 574 =3919 brenwick@brenwick.com DOCKET N0. _ TAC bDDOq © PROJECT MANAGER„ BRANDON BURKE, P.E. - Ish SURVEYORi EDWARD GIACOLETTI, L.S. 12821 E. New Market Street Architecture Suite 301 Civil Engineering Carmel, IN 46032 Environmental Engineering Telephone: 317.569.8112 Geotechnical Services Fax: 317.826.6410 GIS * LIS REVISIONS: www.schneidercorp.com Home Builder Services DATE: BY: DESCRIPTION: Interior Design Land Surveying Y g Landscape Architecture \\ ����,o��T,,,,,,,,,,,,�����,� ,. o APE)`eR® Transportation Engineering RIOT R CTIOt�4 % � STATE OF O� 'NDIANP YZ CERTIFIED BY: BRANDON T. BURKE E —MAIL ADDRESS: bburke @schneidercorp.com DATE: 10/03/06 SHEET THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED PROJECT ENGINEER: HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER 11(a (a OF CORPORATION AND ARE NOT TO BE USED OR REPRODUCED IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. 7 CHECKED BY: DATE CHECKED: © 2006, The Schneider Corporation JOB No. 1238.058 FILE NAME: N:\1238\058\DWGS\C100.DWG �GISTERFO No. 10000075 - STATE OF /ONAL /iirrrurinullllala\ DATE: 10/03/06 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)11 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 w 10/03/06 2 DRAWN BY: CHECKED BY: BET SHEET TITLE: SITE PLAN DRAWING FILES: N: \1238 \058 \DWGS \C101.DWG XREF: 035— BS.DWG, 040— BS— temp.DWG XREF: 058— BS.DWG, 3001Abs.DWG XREF: 30048S.DWG, FUTBLDG.DWG SHEET NO.: (Cn(an cC5 � o E--1 cii z 0 w G✓ �GISTERFO No. 10000075 - STATE OF /ONAL /iirrrurinullllala\ DATE: 10/03/06 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)11 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 DATE: w 10/03/06 1238.058 DRAWN BY: CHECKED BY: BET SHEET TITLE: SITE PLAN DRAWING FILES: N: \1238 \058 \DWGS \C101.DWG XREF: 035— BS.DWG, 040— BS— temp.DWG XREF: 058— BS.DWG, 3001Abs.DWG XREF: 30048S.DWG, FUTBLDG.DWG SHEET NO.: (Cn(an cC5 � o E--1 W w Q C Q C O DATE: PROJECT NO.: 10/03/06 1238.058 DRAWN BY: CHECKED BY: BET SHEET TITLE: SITE PLAN DRAWING FILES: N: \1238 \058 \DWGS \C101.DWG XREF: 035— BS.DWG, 040— BS— temp.DWG XREF: 058— BS.DWG, 3001Abs.DWG XREF: 30048S.DWG, FUTBLDG.DWG SHEET NO.: (Cn(an WYE 0 + 4i-6- | / | | \\ . \\ | � ~ 18U.27 ITC � (]859� M.77 GUT ou/ LLJ \ l --- LLJ | � r1r.01 | | L-Li | | ' \\ Cko, 1-:169 0 Fz� P VC / � / ) ______ _/ _ ____ ......... ___ .... ... _..... _____... - / ME ME `J89 JII TC 97.84 GUT Y | | | | � | < '5­1 D U S E ... .. ... . .... �4 . --(898.0P PROPOSED B G FFE=898.31 K � � � � u ) � | ` D�{} ��J u < ���������/ / o|/� ' / L, ' \ (aq�M G U T WYE LAT. + Q 31TC (=GU f_�)l 18-9-7.85 j,1TC � WYE 0. LA � T[, 1+65 7��/�UT u/ | 01 / | | | UT UT L__ 15' SL TQ'__ 897.41 '^ --- -7—� --- HOLEY MOLEY SAYS n DON'T DIG BLIND� "ITS THE LAW" CALL WORKING DAYS BEFORE YOU 0G �--K�����--����«�~. | x ������ ������ 5544 | CALL TOLL FRB PER INDIANA STATE LAW IC-8-1-26-1 [TSEO ' AS AMENDED AND SUPPLEMENTED, V[LJ��7 IT |3 AGAINST THE LAW T0 EXCAVATE x, � �THOUTNO�FY|NGTHE UNDERGROUND SCALE: 1 1 /l ^]\�r��-L-. | �z |�� LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. z NON � A 1 11111111 D M-0 \ 1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. `T�- "-�� 2. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO | VERIFY ALL EXISTING U||U||ES AND CONDITIONS PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE THE /1 CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS FOR EACH UTILITY BEFORE WORK |3 STARTED THE CONTRACTOR | -- T ----------- T ----------- T T----------- T ----------- T � M I N 11 a maim 11 W0 T EXISTING VILLAGE OF WESTCLAY SECTION 3001-A - THE VILLAGE CENTER PART 2 » � BLOCK "Eli ,v 1. CONSTRUCTION OF SIDEWALK IN IMMEDIATE MCINITY OF EXISTING TREE(S) TO BE COORDINATED WITH CITY OF CARMEL URBAN FORESTER SCOTT BREWER, 571-2478. 2. GAS SERVICE TO BE COORDINATED WITH VECTREN REPRESENTATIVE JERRY BREECK AT 776-5526. 3. UTILIITY WORK THAT OCCURS WITHIN THE RIGHT- OF—WAY OF HORSEFERRY ROAD MUST BE PERMITTED THROUGH THE CITY OF CARMEL BOARD OF PUBLIC CONTRACTOR SHALL NOTIFY CLAY TOWNSHIP REGIONAL WASTE DISTRICT PRIOR TO CONSTRUCTION OF ALL LATERAL CONNECTIONS AND EXTENSIONS FROM THE SANITARY SEWER MAIN TO CLEANOUT. FURTHERMORE, C.T.R.W.D. SHALL BE NOTIFIED PRIOR TO ANY LATERAL CONNECTIONS TO BUILDINGS. C.T.R.W.D. (317) 844-9200 CANDY FELTNER. NOTE: SEE ARCHITECTURAL PLANS BY OTHERS FOR BUILDING DIMENSIONS AND EXACT LOCATIONS OF UTILITY SERVICE LINES. 3. 4. 5i 6. 7. 8. 8. 1(l 11. \� 12. �n \ 13. | | 3171MLL mu//r/ /n n///mU /nr- uHmcn on mc cmGamEEn OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS DR IN THE FIELD BEFORE WORK |5 STARTED OR RESUMED. STANDARD SPECIFICATIONS FOR THE CITY OF CARNEL SHALL APPLY FOR ALL STORM SEWERS. STANDARD SPECIFICATIONS FOR CLAY TOWNSHIP REGIONAL WASTE DISTRICT APPLY FOR ALL SANITARY SEWERS. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES RUNNING UNDER PAVED AREAS TO BE BACKF|LLED WITH "B" BORROW FOR STRUCTURAL BACKF|LL MEETING THE MATERIAL, PLACEMENT AND COMPACTION REQUIREMENTS OF THE |NDOT STANDARD SPECIFICATIONS, LATEST REVISION. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED PRIOR T0 ANY EXCAVATION FOR FIELD LOCATION OF SERVICES. SERVICE WALKS SHALL BE NON-REINFORCED CONCRETE 4" THICK AND 4' IN WIDTH. EXPANSION JOINTS ARE TO BE PLACED AT ALL WALK INTERSECTIONS AND BETWEEN WALKS AND PLATFORMS. SIDEWALK SCORES ARE T0 BE EQUALLY SPACED BETWEEN EXPANSION J0NTS, CONTRACTION JOINTS AND PERPENDICULAR TO SIDEWALKS AT 5' INTERVALS OR LESS WITH A CONTRACTION JOINT EVERY 20' OR LESS. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.3.H.A. STANDARDS FOR WORKER SAFETY. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES. REMOVE AND BACKF|LL ALL AREAS WHERE ANY FIELD TILE CROSSES PROPOSED HOUSE PADS. ALL FIELD TILES INTERCEPTED T0 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. ALL FILL AREAS SHALL BE COMPACTED TO AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY /ASTM D-1557\. FILL UNDER THE FOOTING SHALL BE COMPACTED T0 AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY /ASTM D-1557\. ���^�f^DO «�f���� Sewer Existing - Neyy Storm Sewer Existing S an^f arV Sewer New Sanitary Sewer '=,~_---- DOD __--____ [��^Sf^DO (~��foUr Existing ' » ELEV ^ f^ Elevation ��|��|�O N Pavement Grade \�l��D� /v�VV / �V����D� w��ue �|| /lf� Finish � �� � All uu/�� / |D|�// w��ues C.O. Out wwO `^`��� �� � Flow n�roVV 6' Subsurface Drain -------m��^^^ ------«�- Swale �� | \q� �s1 � / DATE: 10 03/06 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 COPYRIGHTED BY THE SCHNEIDER CORP.(2006)1 t%ujuchl llw*ider 12821 E. New Market Street Suite 301 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 Architecture Civil Engineering Environmental Engineering Geotechnical Services Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering Existing _—..-- Electric - DRAWN BY: Existing ' — --''-- Telephone ------�--�-------- Existing Burried Gas Line N: \1 238\058\DWGS\Cl 02.DWG �viofi` �m�u/'O ^ ��{���l uO//� Light � ' �u��O| n f^ on SHEET NO.: C) DOCKET NO. TAC DATE: 10 03/06 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 COPYRIGHTED BY THE SCHNEIDER CORP.(2006)1 t%ujuchl llw*ider 12821 E. New Market Street Suite 301 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 Architecture Civil Engineering Environmental Engineering Geotechnical Services Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering PROJECT NO.: 10/03/06 0 DRAWN BY: Sam BET SHEET TITLE: GRADING, DRAINAGE AND UTILITY PLAN DRAWING FILES: N: \1 238\058\DWGS\Cl 02.DWG SHEET NO.: C) 0 oc I= 0 0.0 LLZ 0 DATE: 10 03/06 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 COPYRIGHTED BY THE SCHNEIDER CORP.(2006)1 t%ujuchl llw*ider 12821 E. New Market Street Suite 301 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 Architecture Civil Engineering Environmental Engineering Geotechnical Services Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 10/03/06 1238.058 DRAWN BY: CHECKED BY: BET SHEET TITLE: GRADING, DRAINAGE AND UTILITY PLAN DRAWING FILES: N: \1 238\058\DWGS\Cl 02.DWG SHEET NO.: (Cn(02 ct DATE: PROJECT NO.: 10/03/06 1238.058 DRAWN BY: CHECKED BY: BET SHEET TITLE: GRADING, DRAINAGE AND UTILITY PLAN DRAWING FILES: N: \1 238\058\DWGS\Cl 02.DWG SHEET NO.: (Cn(02 — G �ISTING: LAG TCL\\A\Y SECTION, X��E P B L/O 6K E�� lij I j�— o��'aiiou c,,J� � E iC B ?8 LLJ zk I L� . �cl � 1 IU N '( 5i 0 .I`V 1. ; ! 1 EROSION SEDIMENT CONTROL PRACTICE PLAN FOR A TYPICAL BUILDING UNDER CONSTRUCTION r I I WARNING THIS SHEET TO BE USED FOR STORMWATER POLLUTION PREVENTION PURPOSES ONLY. FOR ANY OTHER INFORMATION SEE DEVELOPMENT PLAN. I ASSUMED NORTH SCALE: 1 "= 20 ' INDIVIDUAL LOT EROSION CONTROL PLAN LEGEND 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 IC- 8- 1 -26 -1 ET SEQ. AS AMENDED AND SUPPLEMENTED, IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. PROPERTY LINE/ DRAINAGE SWALE -0 -- SILT FENCE FINISHED DRAINAGE EXISTING DRAINAGE TREE CONSERVATION GRAVEL ENTRANCE/ EXIT PAD DROP INLET PROTECTION I J SOIL SALVAGE AND UTILIZATION Ps PERMANENT SEEDING I I CURB INLET b--- -b PROTECTION EROSION CONTROL BY BUILDERS A. Temporary seeded areas established by the developer will be maintained by the builder and his sub — contractors. Silt fences previously installed will be maintained. B. A construction drive to the building —site from the existing drive shall be installed of Number 2 Stone, 6" thick and a minimum of 12' wide. This shall be utilized for access to the building and any mud or dirt tracked into the drive shall be promptly removed to a stable area (water shall not be used to flush silt or mud into the storm sewer). C. Prior to construction, silt fence is to be installed along the back of curb at the front of the property and along the streets or at the edge of the rear drainage easement at the rear of the property. The silt fence is to be installed prior to construction and maintained until permanent vegetation (grass) is established. D. When time is appropriate, and as soon as possible, roof down spout extenders of non — perforated drain tile should be extended to the street or other solid outlet until a lawn is established. E. Establish permanent ground cover and remove silt fence. 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: ADDITIONAL STORMWATER POLLUTION PREVENTION MAY BE REQUIRED IN THE FIELD BY HAMILTON COUNTY SURVEYOR'S OFFICE OR THE CITY OF CARMEL. RECEIVING WATER= ELLIOT CREEK] CONTACT PERSON: KEVIN KRULIK BRENWICK DEVELOPMENT CO. 12821 E. NEW MARKET ST., STE 200 CARMEL, INDIANA 46032 (317) 574 -3400 O���N T SS ZZ No. 10000075 �0 '. STATE OF r r DATE: 10/03/06 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) 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 W 10/03/06 0 DRAWN BY: CHECKED BY: CID SHEET TITLE: RRE- CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN DRAWING FILES: N: \1238 \058 \DWGS \C103 -DWG XREF: 035— BS.DWG, 040— Addtopo.DWG XREF: 040— BS— temp.DWG, 049— BS.DWG XREF: 058— BS.DWG, 3001Abs.DWG XREF: 30048S.DWG, CA10.dwg XREF: FUTBLDG.DWG SHEET NO.: .j 0 O U 0 1%u � E, w ci-i z 0 � w O���N T SS ZZ No. 10000075 �0 '. STATE OF r r DATE: 10/03/06 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) 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 DATE: W 10/03/06 1238.058 DRAWN BY: CHECKED BY: CID SHEET TITLE: RRE- CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN DRAWING FILES: N: \1238 \058 \DWGS \C103 -DWG XREF: 035— BS.DWG, 040— Addtopo.DWG XREF: 040— BS— temp.DWG, 049— BS.DWG XREF: 058— BS.DWG, 3001Abs.DWG XREF: 30048S.DWG, CA10.dwg XREF: FUTBLDG.DWG SHEET NO.: Cn(D3 O U � E, w � Q oQ O w Q Q� v CZ �4 U as O DATE: PROJECT NO.: 10/03/06 1238.058 DRAWN BY: CHECKED BY: BET SHEET TITLE: RRE- CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN DRAWING FILES: N: \1238 \058 \DWGS \C103 -DWG XREF: 035— BS.DWG, 040— Addtopo.DWG XREF: 040— BS— temp.DWG, 049— BS.DWG XREF: 058— BS.DWG, 3001Abs.DWG XREF: 30048S.DWG, CA10.dwg XREF: FUTBLDG.DWG SHEET NO.: Cn(D3 \ \\ OWN T. B No. 10000075 - STATE OF Vz O S/ONAL ., i .3/t4VIC DATE: 10/03/06 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) 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 w 10/03/06 1238.058 DRAWN BY: 0 DCC SHEET TITLE: SANITARY SEWER PLAN & PROFILE DRAWING FILES: N: \1238 \058 \DWGS \C401.DWG XREF: 040- BS.DWG, 040- ADDTOPO.DWG XREF: 026- BS.DWG, 049- BS.DWG XREF: 029- BS.DWG, 058- BS.DWG O XREF: 3004BS.DWG XREF: FUT- BS.DWG XREF: SANITARY .DWG CIO � (C40n O O IV 0 &i z CD Cn w \ \\ OWN T. B No. 10000075 - STATE OF Vz O S/ONAL ., i .3/t4VIC DATE: 10/03/06 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) 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 DATE: w 10/03/06 1238.058 DRAWN BY: CHECKED BY. DCC SHEET TITLE: SANITARY SEWER PLAN & PROFILE DRAWING FILES: N: \1238 \058 \DWGS \C401.DWG XREF: 040- BS.DWG, 040- ADDTOPO.DWG XREF: 026- BS.DWG, 049- BS.DWG XREF: 029- BS.DWG, 058- BS.DWG O XREF: 3004BS.DWG XREF: FUT- BS.DWG XREF: SANITARY .DWG CIO � (C40n O O CD `V Z w O DATE: PROJECT NO.: 10/03/06 1238.058 DRAWN BY: CHECKED BY. DCC SHEET TITLE: SANITARY SEWER PLAN & PROFILE DRAWING FILES: N: \1238 \058 \DWGS \C401.DWG XREF: 040- BS.DWG, 040- ADDTOPO.DWG XREF: 026- BS.DWG, 049- BS.DWG XREF: 029- BS.DWG, 058- BS.DWG XREF: 3001 ABS.DWG XREF: 3004BS.DWG XREF: FUT- BS.DWG XREF: SANITARY .DWG SHEET NO.: (C40n NOTE: CASTING SHALL BE INSTALLED SO THAT THEY DO NOT CONTACT THE LATERAL OR LATERAL CAP. 20" VESTAL CASTING WITH 12" LID, LETTERED SEWER WITH PENTAGONAL BOLT /LOCK HDPE PIPE TO EXTEND 16" PVC CAP MINIMUM 3" ABOVE STONE •��! �\� 20 "0 FRATCO HDPE METER PIT, J 7.2 LBS /FT, MIN. 3' DEEP OR EQUAL 6" FROM TOP OF PIPE TO BOTTOM OF METER PIT. CONTRACTOR SHALL NOT ALLOW METER PIT TO CONTACT LATERAL /TEE —WYE CONCRETE CAP. FLOW MINIMUM 1" & MAXIMUM 4" CLEARANCE FROM TOP OF CAP TO BOTTOM OF CASTING CLEANOUT TYPE 3 (GRASS OR LANDSCAPE SURFACES BEYOND THREE FEET OF BUILDING) FINAL GRADE 6" CLEARANCE FROM TOP OF PIPE TO TOP OF #8 STONE — 6" MINIMUM (TYP.) 6" SDR35 PVC PIPE (6" X 6" X 6 ") TEE —WYE 6" SEWER LATERAL NOTE: CONCRETE APRON AND CASTING SHALL BE INSTALLED SO THAT THEY DO NOT CONTACT THE LATERAL OR LATERAL CAP. NEENAH R- 1972 —AL OR EAST JORDAN V- 1601 -1 WTIH SEWER ON CASTING 6" PVC CAP 36" x 36" x 6" CONCRETE APRON WITH FIBERMESH REINFORCEMENT. FLOW SANITARY OR STORM SEWER --.- 0 TYPICAL UTILITY CROSSING -- -- l CLAY TOWNSHIP REGIONAL WASTE DISTRICT C801 SUMMARY OF LATERAL INSTALLATION REQUIREMENTS 1. All houses, buildings, etc., shall connect to the District's sanitary sewer system within 90 days of notice providing a sewer is within 300 feet for Hamilton County or 100 feet for Boone County of the property line. Only one building may connect to the sewer main per lateral unless otherwise approved by the District. 2. No foundation or other storm water drains shall be interconnected to the sewer lateral installed and connected to the District's sanitary sewer. 3. The existing sewer line from the building to the septic tank may only be used if it is located under a building addition, patio, porch or paved driveway. Air test is required to show if acceptable for re —use. The property owner shall bear the cost of all testing. The District inspector must be onsite for the duration of the air test. 4. The owner or contractor shall notify the District prior to covering the installed lateral so that the District can make an inspection to determine compliance with the District's sewer use ordinance. Such notification shall be made 24 hours prior to the need for the inspection. If the inspection fails and a second inspection is required, or contractor is not on site for scheduled inspection, or fails to cancel inspection, on additional fee of $100.00 will be due. This must be paid prior to the time of the follow up inspection. 5. Property owners are hereby advised that the County Board of Health regulates the operation and maintenance of private sewage disposal (septic) systems. The County Ordinance provides in part that, upon connection to a public sewer, a septic tank " ?shall be abandoned and filled with earthen material in a safe and sanitary manner." Please contact the appropriate County Board of Health for further information. 6. Acceptable Pipe Materials: PVC PIPE: SDR 35, ASTM D -3034, SIX INCH PIPE PVC PIPE: SDR 21, ASTM D -241, SIX INCH PIPE GASKETS JOINTS ASTM D 3212 GASKETS ASTM F -477 FITTINGS — SDR -26 DUCTILE IRON MECHANICAL COUPLING WITH PROPER FITTINGS. CLEAN OUTS TO BE LOCATED THREE FEET WITHIN THE FOUNDATION AND NO MORE THAN 100 FEET APART. 7. Bedding: Use Number 8 pushed atone or Number 8 fractured face oggregate FII materid Is to be placed from 6 inches below to 6 inches above the pipe The trench should be a minimum of 18 inches wide 8. Laterals shall be installed no closer than 20 feet from water wells unless PVC pressure grade pipe is used meeting SDR 21 and ASTM D -2241. Any proposed installation requiring pressure pipe shall be reviewed and accepted by the District and the District's engineer prior to installation. 9. Where a transition is mode between SDR 35 pipe and pressure grade SDR 21 pipe, a ductile iron gasketed mechanical coupling shall be used. 10. Laterals shall terminate within 3 feet of the building unless the conditions in item #3 above are met. No glued Ripe shall be installed outside of building foundation wolls. 11. Additional information on District standards and specifications may be obtained from the District's office during business hours of 8:00a.m. to 4:30 p.m. Monday through Friday. All District standards can be located on our web site at http://www.ctrwd.org Township Regional Waste District 10701 North College Suite A. Indianapolis, Indiana 46280 Phone: 844 -9200 Fax: 844 -9203 12. Septic effluent shall not be pumped out into the sanitary sewer system. 13. The District shall inspect ALL laterals. Please call the District office at 844 -9200 24 hours prior to time of inspection. 14. Controctors shall lay 14 ggu=sdid wire the entire length of the laterd. Wire is to be placed on top of the lateral. The District inspector will verify placement of the wire. After inspection, bedding is to be placed on top. 15. Call before you dig. IUPPS 1- 800 - 382 -5544, 48 hours prior to digging. Lateral—rev.01 —1 3-06cf a MINIMUM 1" CLEARANCE FROM TOP OF CAP TO BOTTOM OF CASTING FINAL GRADE 6" PVC PIPE TEMPORARY GLUED CAP (6" X 6" X 6 ") TEE —WYE NOTE: ALL SLAB AND CRAWL SPACE CONNECTIONS MUST BE A MINIMUM OF 3" BELOW THE FOOTER AND EXIT THE BUILDING AT THE FRONT OF THE STRUCTURE TO PROVIDE THE SHORTEST, MOST DIRECT ROUTE FROM THE BUILDING TO THE CYICTINIr_ I ATCRAI CTIIR Li 6' -0" Z 1238.058 Z W Cw Z O GENERAL DETAILS O �Cc DJ v - U) Uj W 0 0— W li Li.— LZ O I IY j G:f > Lj (Y a_2 �� Z 5' -0" BETWEEN z c�lC . LL] : elf Q UW�. v:: TRANSVERSE JOINTS C/7 W �. U 1:10 48' -0" BETWEEN EXPANSION JOINTS (MAX. CONCRETE SIDEWALK 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. ALL TRANSVERSE JOINTS SHALL BE TOOLED OR SAWED TO 1/4 OF THE WALK THICKNESS. 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 4 0801 X =WIDTH OF SIDEWALK PLAN VIEW SEALED 6' -0" EXPANSION JOINT1 1/2 "R MAX. 1:12 SLOPE PAVEMENT d. iIH I LEd 11 EII1�'� CONCRETE CURB I-- --'1 SECTION A —A WHEELCHAIR RAMP DETAIL 6" PVC CAP 'RADE fEE —WYE i= 4" SEWER �� y 6" SEWER LATERAL T NE BELOW CONCRETE �i.. �i��i� /i��%:�i,��%��i��i.�i.1i %�i/:.. " SANITARY— % #8 S 0 APRON TO PREVENT CLEAN 0 U T TYPE 2 SEWER I TRENCHING, EDD NG 6" SEWER LATERAL SETTLING. EXTEND TO — AND BACKFILL DETAIL 6" x 4" REDUCER GLUED WITHIN 3' OF THE UNDISTURBED EARTH. ( HARDSCAPE SURFACES AND ALL OTHER INSTALLATIONS FOUNDATION OR GASGETED OUTSIDE OF THE BEYOND THREE FEET OF BUILDING) FOUNDATION NOTE: TOP OF CASTING OR CLEANOUT CAP SHALL EXTEND 0.20 FEET MINIMUM ABOVE FINISHED GRADE UNLESS CONSTRUCTED WITHIN PEDESTRIAN OR VEHICULAR TRAFFIC WAY. UNLESS APPROVED BY ENGINEER, SANITARY SEWER CASTINGS OR CLEANOUTS MUST NOT BE WITHIN ONE (1) FOOT HORIZONTAL DISTANCE OF ANY PAVED OR CONCRETE SURFACES. CLEANOUT TYPE 1 N OTE: OUTSIDE 3' OF THE FOUNDA11ON ALL CLEANOUTS AREA TO BE 6" SDR 35 GASGETED PIPE. ALL CLEANOUT FITTINGS ARE TO BE SDR 26. TYPICAL CLEANOUT DETAILS 9 C801 (UNLY LANDSCAPED SURFACES WIIHIN THREE FEET OF BUILDING) PLACE 1 /2- DIA PREFOR ED GASKL I MA ILKIAL IN EACH KEYWAY (SEE DETAIL). PLAN VIEW PRECAST CONCRETE ADJUSTING RING OR FLANGE OF CASTING v ...........:.:..o. .'.:'.'.... P .:.:.:.:.:.:.:.:.::.:. NOMINAL 1/2" BUM RUBBER 24" I.D. .� � BASE EXTRUDABLE PRE ORMED GASKET MATERIAL (TYP� SEE DPW SPECS. GASKET DETAIL SECTION A —A 63' 4' -12" 1/2" ADJUSTING RING DETAIL � (FIGURE 5 -46) C801 FINISH GRADE NEENAH R- 1642 —A W /SELF SEALING LID (OR EQUAL) STAMPED "SANITARY SEWER" PRECAST CONC. NOTE N < 2' -0" DIA. RINGS MANHOLE CO S CONFO RMS TOO AS CM C -478 JOINT TAPERED CONE INFI— SHIELD "UNIBAND" SECTION OR APPROVED EQUAL SEAL o PER SPECIFICATIONS a -- -- - - - - -- V) � °w PRECAST CONCF Z o_ o ° SECTIONS Ljj Z� � Z J (nJ00�a- Nm�WW ° (16" MAX.) Lj �Qo v _ BUTYL RUBBER COATING MANHOLE STEPS AS PER SPECIFICATION 4' -0" DIA. FILL WITH CONCRETE PLAN '. °.....Q.... PRECAST BASE o.'.'.'.'.'. ......... ........... - - a ...... .. #4 ® 12" EA. WAY .. ............. 00"'.'.'a °•o 0-o'0-0'0 *0 p•o p.o p•o p•o °•o . ° ° p . o ° p • ° ° p • ° ° 0.0.0.0.0.0.0.0.0 . o ° p °°'°° °'° °°'° °°' ° °' ° ° °' ° ° °'° ~�6" MIN. NO. 8 CRUSHED STONE REQUIRED UNDER MANHOLE BASE FOR LEVELING AND SUPPORT 4' -0" MIN. MANHOLE BASE FOR PRECAST SECTION A —A SANITARY MANHOLE DETAIL CARMEL 0801 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. 6" BELOW 1/2 TRENCH AGGREGATE SUBBASE OF PAVEMENT SHALL BE #53 STONE DEPTH MIN. (INDOT SPEC) COMPACTED TO NOT LESS THAN 95% STANDARD PROCTOR. SHALL MEET OR EXCEED REQUIREMENTS OF JURISDICTIONAL AUTHORITY IF MORE STRINGENT. all, all, all, ali, ali, all, ali, SOIL Ld PLACEMENT U \\ W BEDDING B— BORROW 12 MIN. SPRING LINE OF PIPE 1. D. O.D. OF PIPE FOUNDATION 6" MIN. � � (REQUIRED IN UNSTABLE SOIL) 12" 2 (MIN.) SANITARY TRENCH 8e PIPE EMBEDMENT DETAIL �11 NOTE: SEPARATION BETWEEN WYE FITTING: A. OPPOSITE SIDE LATERALS 1) 1' MINIMUM BELL TO BELL do 8' MINIMUM �' 2) BELL TO SPIGOT MAY BE ADJACENT r B (TYPICAL ALL LATERALS B. SAME SIDE LATERALS GREATER THAN 12' 1) 5' MINIMUM SEPARATION DEEP) r. 6' MINIMUM (TYPICAL ALL LATERALS T SHALLOWER THAN 12' RIGHT —OF —WAY n3� DEEP) 1 (TYPICAL ALL OR EASEMENT LINE OR { < FOR SEPARATION SEE NOTE — — — , 4� ONE PIECE TEE —WYE REQUIRED NOTE: RIGHT —OF —WAY OR EASEMENT LINE ALL WYES AND SHALL BE SDR 26 6" PVC SDR 35 MAIN SEWER LINE = �c BEDDING TO BE PLACED ON UNDISTURBED s EARTH. COMPACTION OF #8 STONE = IS CRITICAL UNDER ALL JOINTS AND FITTINGS. J ' IF PROPER COMPACTION CANNOT BE ACHIEVED, x° THEN PLACE A MINIMUM OF 6" OF 3500 PSI, 28 DAY COMPRESSIVE STRENGTH CONCRETE PLAN VIEW AROUND THE PIPE TO BEAR ON STABLE GROUND (PER ENGINEER). PAINTED GREEN 2" X 4" DEPTH TO LATERAL TO BE SHOWN ON MARKER. (TYPICAL ALL LATERALS) A MINIMUM OF 8" OF #8 STONE OVER RIGHT —OF —WAY THE CONCRETE CAPPED WYE SHALL BE OR EASEMENT LINE PLACED PRIOR TO BACKFILLING. 4' 22.5' OR 45' FINISHED GRADE III II STEEL DETECTOR POST ., rf 2' MINIMUM 4' MINIMUM %/ / / \� / / \ / / \ / / / \\ 5 MINIMUM — 8' MAXIMUM 22.5' OR 45' i� /i (TYPICAL ALL LATERALS) L L211 _L a 21-1 3=�_ � 4 MINIMUM 75' OR LESS FOR SHORT SIDE LATERALS 45' OR LESS FOR LONG SIDE LATERALS CAP FOR THIS ANGLE MUST BE 45' OR FUTURE CONNECTION LESS FOR ALL LATERALS (TYPICAL ALL LATERALS) 1 ` SHALLOWER THAN 12 FEET. MINIMUM 4" CONCRETE COLLAR REQUIRED, �- `� MINIMUM FALL— 1/8 PER FOOT NOT TO EXCEED BEYOND FIRST PIPE JOINT 6" MINIMUM y ? " MAY NEED TO BE DEEPER FOR OF WYE. IF A WYE IS LESS THEN 12' DEEP, (TYPICAL ALL LATERALS) LONG BUILDING LATERALS OR THEN CONCRETE COLLOR IS AS REQUIRED FINISHED GRADES SLOPING AWAY PER ENGINEER'S DISCRETION. MINIMUM FROM SEWER. CONCRETE STRENGTH OF 3500 PSI, 28 DAY COMPRESSIVE STRENGTH. NOT REQUIRED FOR DUCTILE IRON TEE. SECTION ALL FITTINGS SHALL BE OF ONE PIECE CONSTRUCTION. NOTE: ALL LATERAL BEDDING SHALL BE AGAINST UNDISTURBED TRENCH. 12' DEEP OR GREATER LESS THAN 12 DEEP NOTE: DEPTH OF SERVICE LATERAL SHALL BE MEASURED FROM FINISHED GRADE TO THE TOP OF MAIN SEWER LINE. SERVICE LATERAL DETAIL 3 c8o1 6' -0" X IF X< 48" THEN 1238.058 AM SLOPE OF FLARED TW V 1 SHEET TITLE: GENERAL DETAILS & SPECIFICATIONS SIDE SHALL NOT Lu SHEET NO.: •o EXCEED 1:12 Uj O 2 �0 co 0 �® LLJ W . LL] : T-- H UW�. v:: �.Y' C/7 W �. U 1:10 CD 1:10 EA 4' -0" i—'- -I W PLAN VIEW SEALED 6' -0" EXPANSION JOINT1 1/2 "R MAX. 1:12 SLOPE PAVEMENT d. iIH I LEd 11 EII1�'� CONCRETE CURB I-- --'1 SECTION A —A WHEELCHAIR RAMP DETAIL 6" PVC CAP 'RADE fEE —WYE i= 4" SEWER �� y 6" SEWER LATERAL T NE BELOW CONCRETE �i.. �i��i� /i��%:�i,��%��i��i.�i.1i %�i/:.. " SANITARY— % #8 S 0 APRON TO PREVENT CLEAN 0 U T TYPE 2 SEWER I TRENCHING, EDD NG 6" SEWER LATERAL SETTLING. EXTEND TO — AND BACKFILL DETAIL 6" x 4" REDUCER GLUED WITHIN 3' OF THE UNDISTURBED EARTH. ( HARDSCAPE SURFACES AND ALL OTHER INSTALLATIONS FOUNDATION OR GASGETED OUTSIDE OF THE BEYOND THREE FEET OF BUILDING) FOUNDATION NOTE: TOP OF CASTING OR CLEANOUT CAP SHALL EXTEND 0.20 FEET MINIMUM ABOVE FINISHED GRADE UNLESS CONSTRUCTED WITHIN PEDESTRIAN OR VEHICULAR TRAFFIC WAY. UNLESS APPROVED BY ENGINEER, SANITARY SEWER CASTINGS OR CLEANOUTS MUST NOT BE WITHIN ONE (1) FOOT HORIZONTAL DISTANCE OF ANY PAVED OR CONCRETE SURFACES. CLEANOUT TYPE 1 N OTE: OUTSIDE 3' OF THE FOUNDA11ON ALL CLEANOUTS AREA TO BE 6" SDR 35 GASGETED PIPE. ALL CLEANOUT FITTINGS ARE TO BE SDR 26. TYPICAL CLEANOUT DETAILS 9 C801 (UNLY LANDSCAPED SURFACES WIIHIN THREE FEET OF BUILDING) PLACE 1 /2- DIA PREFOR ED GASKL I MA ILKIAL IN EACH KEYWAY (SEE DETAIL). PLAN VIEW PRECAST CONCRETE ADJUSTING RING OR FLANGE OF CASTING v ...........:.:..o. .'.:'.'.... P .:.:.:.:.:.:.:.:.::.:. NOMINAL 1/2" BUM RUBBER 24" I.D. .� � BASE EXTRUDABLE PRE ORMED GASKET MATERIAL (TYP� SEE DPW SPECS. GASKET DETAIL SECTION A —A 63' 4' -12" 1/2" ADJUSTING RING DETAIL � (FIGURE 5 -46) C801 FINISH GRADE NEENAH R- 1642 —A W /SELF SEALING LID (OR EQUAL) STAMPED "SANITARY SEWER" PRECAST CONC. NOTE N < 2' -0" DIA. RINGS MANHOLE CO S CONFO RMS TOO AS CM C -478 JOINT TAPERED CONE INFI— SHIELD "UNIBAND" SECTION OR APPROVED EQUAL SEAL o PER SPECIFICATIONS a -- -- - - - - -- V) � °w PRECAST CONCF Z o_ o ° SECTIONS Ljj Z� � Z J (nJ00�a- Nm�WW ° (16" MAX.) Lj �Qo v _ BUTYL RUBBER COATING MANHOLE STEPS AS PER SPECIFICATION 4' -0" DIA. FILL WITH CONCRETE PLAN '. °.....Q.... PRECAST BASE o.'.'.'.'.'. ......... ........... - - a ...... .. #4 ® 12" EA. WAY .. ............. 00"'.'.'a °•o 0-o'0-0'0 *0 p•o p.o p•o p•o °•o . ° ° p . o ° p • ° ° p • ° ° 0.0.0.0.0.0.0.0.0 . o ° p °°'°° °'° °°'° °°' ° °' ° ° °' ° ° °'° ~�6" MIN. NO. 8 CRUSHED STONE REQUIRED UNDER MANHOLE BASE FOR LEVELING AND SUPPORT 4' -0" MIN. MANHOLE BASE FOR PRECAST SECTION A —A SANITARY MANHOLE DETAIL CARMEL 0801 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. 6" BELOW 1/2 TRENCH AGGREGATE SUBBASE OF PAVEMENT SHALL BE #53 STONE DEPTH MIN. (INDOT SPEC) COMPACTED TO NOT LESS THAN 95% STANDARD PROCTOR. SHALL MEET OR EXCEED REQUIREMENTS OF JURISDICTIONAL AUTHORITY IF MORE STRINGENT. all, all, all, ali, ali, all, ali, SOIL Ld PLACEMENT U \\ W BEDDING B— BORROW 12 MIN. SPRING LINE OF PIPE 1. D. O.D. OF PIPE FOUNDATION 6" MIN. � � (REQUIRED IN UNSTABLE SOIL) 12" 2 (MIN.) SANITARY TRENCH 8e PIPE EMBEDMENT DETAIL �11 NOTE: SEPARATION BETWEEN WYE FITTING: A. OPPOSITE SIDE LATERALS 1) 1' MINIMUM BELL TO BELL do 8' MINIMUM �' 2) BELL TO SPIGOT MAY BE ADJACENT r B (TYPICAL ALL LATERALS B. SAME SIDE LATERALS GREATER THAN 12' 1) 5' MINIMUM SEPARATION DEEP) r. 6' MINIMUM (TYPICAL ALL LATERALS T SHALLOWER THAN 12' RIGHT —OF —WAY n3� DEEP) 1 (TYPICAL ALL OR EASEMENT LINE OR { < FOR SEPARATION SEE NOTE — — — , 4� ONE PIECE TEE —WYE REQUIRED NOTE: RIGHT —OF —WAY OR EASEMENT LINE ALL WYES AND SHALL BE SDR 26 6" PVC SDR 35 MAIN SEWER LINE = �c BEDDING TO BE PLACED ON UNDISTURBED s EARTH. COMPACTION OF #8 STONE = IS CRITICAL UNDER ALL JOINTS AND FITTINGS. J ' IF PROPER COMPACTION CANNOT BE ACHIEVED, x° THEN PLACE A MINIMUM OF 6" OF 3500 PSI, 28 DAY COMPRESSIVE STRENGTH CONCRETE PLAN VIEW AROUND THE PIPE TO BEAR ON STABLE GROUND (PER ENGINEER). PAINTED GREEN 2" X 4" DEPTH TO LATERAL TO BE SHOWN ON MARKER. (TYPICAL ALL LATERALS) A MINIMUM OF 8" OF #8 STONE OVER RIGHT —OF —WAY THE CONCRETE CAPPED WYE SHALL BE OR EASEMENT LINE PLACED PRIOR TO BACKFILLING. 4' 22.5' OR 45' FINISHED GRADE III II STEEL DETECTOR POST ., rf 2' MINIMUM 4' MINIMUM %/ / / \� / / \ / / \ / / / \\ 5 MINIMUM — 8' MAXIMUM 22.5' OR 45' i� /i (TYPICAL ALL LATERALS) L L211 _L a 21-1 3=�_ � 4 MINIMUM 75' OR LESS FOR SHORT SIDE LATERALS 45' OR LESS FOR LONG SIDE LATERALS CAP FOR THIS ANGLE MUST BE 45' OR FUTURE CONNECTION LESS FOR ALL LATERALS (TYPICAL ALL LATERALS) 1 ` SHALLOWER THAN 12 FEET. MINIMUM 4" CONCRETE COLLAR REQUIRED, �- `� MINIMUM FALL— 1/8 PER FOOT NOT TO EXCEED BEYOND FIRST PIPE JOINT 6" MINIMUM y ? " MAY NEED TO BE DEEPER FOR OF WYE. IF A WYE IS LESS THEN 12' DEEP, (TYPICAL ALL LATERALS) LONG BUILDING LATERALS OR THEN CONCRETE COLLOR IS AS REQUIRED FINISHED GRADES SLOPING AWAY PER ENGINEER'S DISCRETION. MINIMUM FROM SEWER. CONCRETE STRENGTH OF 3500 PSI, 28 DAY COMPRESSIVE STRENGTH. NOT REQUIRED FOR DUCTILE IRON TEE. SECTION ALL FITTINGS SHALL BE OF ONE PIECE CONSTRUCTION. NOTE: ALL LATERAL BEDDING SHALL BE AGAINST UNDISTURBED TRENCH. 12' DEEP OR GREATER LESS THAN 12 DEEP NOTE: DEPTH OF SERVICE LATERAL SHALL BE MEASURED FROM FINISHED GRADE TO THE TOP OF MAIN SEWER LINE. SERVICE LATERAL DETAIL 3 c8o1 „► - �ONT.B ........ R . r�` ' No. 10000075 - STATE OF C� NDIANP DATE: 10/03/06 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) 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 PROJECT NO.: 10/03/06 1238.058 AM cam TW V 1 SHEET TITLE: GENERAL DETAILS & SPECIFICATIONS DRAWING FILES: Lu SHEET NO.: IL Uj O 2 �0 0 �® H z O 0 C/7 W „► - �ONT.B ........ R . r�` ' No. 10000075 - STATE OF C� NDIANP DATE: 10/03/06 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) 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.: 10/03/06 1238.058 DRAWN BY: CHECKED BY: TW V 1 SHEET TITLE: GENERAL DETAILS & SPECIFICATIONS DRAWING FILES: N: \1238 \058 \DWGS \C801.DWG SHEET NO.: (C O H 0 CD O i—'- -I W Q W Cz w � r —f � 0 DATE: PROJECT NO.: 10/03/06 1238.058 DRAWN BY: CHECKED BY: BET SHEET TITLE: GENERAL DETAILS & SPECIFICATIONS DRAWING FILES: N: \1238 \058 \DWGS \C801.DWG SHEET NO.: (C EARTHWORK TYPICAL SANITARY SEWER SPECIFICATIONS Length for Minimum Time, ft Time for Longer Length, S TO BE USED FOR PRIVATE SEWER DEVELOPMENT 20. Forty -eight (48) hours notice shall be given to the District prior to the 1. SCOPE OF WORK WITHIN start of sewer construction. Also, 48 hours notice shall be given prior to A. Extent: The work required under this section CLAY TOWNSHIP REGIONAL WASTE DISTRICT doing any testing done on the sewer. consists of all excavating, filling, rough grading REVISED SEPTEMBER 1, 2006 21. Manhole castings shall be stamped SANITARY SEWER, Neenah Casting R and related items necessary to complete the work 450 ft 1642A or equal and be self - sealing type. The casting flange shall be 34 indicated on the drawings and described in the 597 inches and the clear opening shall be 24 inches. Waterproof castings shall specifications. The Contractor shall notify in 1. Standard specifications 327 IAC 3 shall apply for all work and materials. be Neenah R- 1916 -F1 and stamped SANITARY SEWER. writing the owners and the Engineer of any changes, errors, or omissions found on the Ions or in p Inspection service shall be provided by Clay Regional Waste District. 22. The minimum slope for sewer acceptance is. the field, before work is started or resumed. The following specifications and construction plan details denote requirements for materials and installation methods per 327 IAC 3. 6 5:40 398 Size of Pipe Minimum Constructed Slope 5:40 2. Sanitary sewer pipe shall be PVC in accordance with ASTM D -3034 5:40 1. In general, the items of work to be (S.D.R. 35) and ASTM 2321. PVC pipe shall have a grooved bell and 8 -inch 0.40% performed under this section shall include: gasket. The pipe shall be made of PVC plastic having a cell classification 10 -inch 0.28% clearing and grubbing, removal of trees and of 12454B 12 -inch 0.22% stumps (where required), protection of trees . 15 -inch 0.15% to remain, stripping and storage of topsoil, 3. PVC sewer fittings shall conform to the requirements of ASTM 18 -inch 0.12% fill compaction and rough grading of entire site. " D- 3034 -89 specification. Fittings in sizes through 8 shall be molded in 23. The Contractor shall provide measurements of the slope of the sewer 9:26 one piece with elastomeric joints and minimum socket depths as specified for each manhole section as construction progresses. Such measurements 2. Excavated material that is suitable may be y in sections 6.2 and 7.3.2. Fittings 10" and larger shall be molded or shall be certified by a Registered Land Surveyor or Engineer and be used for fills. All unsuitable material and fabricated in accordance with section 7.11 with manufacturers standard pipe available on -site for observation by the District's Inspector. No more than all surplus excavated material not required bells and gaskets. Wall thickness of fittings shall be SDR 26 as defined in three manhole sections can be constructed in advance of such shall be removed from the site. The section 7.4.1 of specifications. Gaskets for elostomeric joints shall be measurements. location of dump and length of haul shall be molded with a minimum cross - sectional area of 0.20 square inches and 11:24 the Contractor's responsibility. conform to ASTM F -477 specification. Fittings shall be manufatured by 24. In the event the Contractor does not meet the minimum slopes, the 22:47 Harco or equal. sewer section and any other affected sewer sections shall be reconstructed 3. Provide and place any additional fill material from off the site as may be 4. All sanitary manholes shall be "precast concrete manholes in to meet such minimum slopes. necessary to produce the grades required. accordance with ASTM C -478 and Section 720. 0 -rings shall conform to 25. Laterals are to be traced with a minimum size of 14 gauge wire from Fill obtained from off site shall be of kind C -443. Kent Seal or equivalent shall also be applied to all joints and the wye to the terminus. The contractor for the building or home will and quality as specified for fills herein between riser rings and castings. Manhole step spacing shall be no more extend the wire from this terminus to the building cleanout adjacent to the and the source approved by the Owner. than 16- inches. Manholes shall be air tested for leakage in accordance building. 17:00 with ASTM C1244 -93, Standard Test Method for Concrete Sewer Manholes 25:38 4. The Contractor shall accept the site as he by the Negative Air Pressure (Vacuum) Test. 44:52 finds it and shall remove all trash, rubbish 57:41 21 and debris from the site prior to starting A. Installation and operation of vacuum equipment and indicating devices STORM SEWER SYSTEMS excavation. must be in accordance with manufacturers recommendations and 34:54 43:37 performance specifications which have been provided by the manufacturer 1. SCOPE OF WORK B. Work not included: The following items of and accepted by the Engineer. The vacuum equipment must be capable of 24 related work are specified and included in other testing the entire manhole, including the casting and riser rings. The work under this section includes all storm sewers, sections of these specifications: 34:11 storm water inlets, and related items, including 56:58 B. With the vacuum tester set in place: excavating and backfilling, necessary to complete the 1. Excavation, grading and backfilling for 102:33 work shown on the drawings. utility lines 1. Connect the vacuum pump to the outlet port with the valve open. 17.306 L 28:51 2. Draw a vacuum of ten (10) inches of Hg. and close the valve. 2. MATERIALS 2. Storm drainage systems 86:32 100:57 3. Sanitary sewer systems C. Accepted standards for leakage will be established from the elapsed A. Storm Sewers 28:20 time for a negative pressure change from ten (10) inches to nine (9) 1. Reinforced concrete sewer pipe shall confirm 4. Streets and paving inches of mercury. The maximum allowable leakage rate for a four (4) to ASTM C -76 latest revision, with joints 89:02 foot diameter manhole must be in accordance with the following: conforming to ASTM C -443 latest revision. 5. Water supply system 160:15 When storm pipe is submerged 31:10 Minimum Elapsed Time for a 25.852 L 2. BENCH MARKS Manhole Depth Pressure Change of 1 Inch Hg B. Manholes Maintain carefully all bench marks, monuments and other 10 feet or less 60 seconds 1. Precast reinforced concrete manhole sections reference points; if disturbed or destroyed, contractor >10 feet but <15 feet 75 seconds and steps shall conform to ASTM C -478 latest shall contact engineer. >15 feet but <25 feet 90 seconds revision. 3. REMOVAL OF TREES For manholes five (5) feet in diameter, odd an additional fifteen (15) 2. Casting shall be of uniform quality, free 128:12 seconds and for manholes six (6) feet in diameter, add an additional thirty from blow holes, porosity, hard spots, A. Remove all trees and stumps from area to be (30) seconds to the time requirements for four (4) foot diameter shrinkage distortion or other defects. They occupied by road and surfaced areas. Removal of manholes. For all manholes deeper than twenty -five (25) feet, the Engineer shall be smooth and well cleaned by shot trees outside these areas shall only be done as will determine the applicable minimum elapsed time. - blasting or by some other approved method. noted on drawings or approved by the Owner. They shall be coated with asphalt paint D. If the manhole fails the test, necessary repairs must be made and which shall result in a smooth coating, B. All brush, stumps, wood and other refuse from the the vacuum test and repairs must be repeated until the manhole tough and tenacious when cold, not tacky or trees shall be buried onsite or removed to disposal areas passes the test. brittle. They shall be gray iron meeting off of the site. Disposal by burning shall not ASTM A -48 latest revision. be permitted unless proper permits are obtained E. If manhole joint sealants are pulled out during the vacuum test, the (where applicable). The location of on site bury manhole must be disassembled and the joint sealants replaced. 3. Joints - Manhole sections shall be jointed pits shall be designated by the owner or the with rubber type gaskets. The rubber type Engineer. F. Manholes will be subject to visual inspection with all visual leaks being gaskets shall meet ASTM C -443 latest repaired. revision. When manhole and storm pipe are 4. PROTECTION OF TREES continuously in water. 5. Butyl rubber coating shall be applied around each manhole joint from A. General Protection: The Contractor shall be 6- inches above to 6- inches below each joint. The appropriate primer shall C. SUBDRAINS responsible for the protection of tops, trunks be applied prior to applying the rubber coating. Inside joints to be filled and roots of existing trees on the project site with precoat plug material. 1. Perforated plastic pipe subdrains shall that are to remain. Existing trees subject to conform to ASTM F -405. construction damage shall be boxed, fenced or 6. The manhole chimneys, including all riser rings shall be sealed using otherwise protected before any work is started; Infi - Shield "Uniband" or approved equal. Prior to placement, the top 3. APPLICATION do not stockpile within branch spread. Remove 4- inches of the manhole cone and casting frame shall be cleaned and interfering branches without injury to trunks and primed. The Uniband shall extend from 3- inches below the top of the A. Permits and Codes - The intent of this section of cover scars with tree paint. cone section to 2- inches over the flange of the manhole casting frame. the specifications is that the contractor's bid on the work covered herein shall be based upon the 5. HANDLING OF TOPSOIL 7. The casting elevations are set by plan. However, the castings are to be drawings and specifications but that the work adjusted in the field by the Engineer's representative, should a discrepancy shall comply with all applicable codes and A. Remove all organic material from the areas to be occur between plan grade and existing grade. New manhole ring and cover regulations as amended by any waivers. Contractor occupied by buildings, roads, walks and parking shall be installed to establish grade. Maximum height of adjusting rings shall furnish all bonds necessary to get permits areas. Pile and store topsoil at a location shall be 12- inches. for cuts and connections to existing sewers. where it will not interfere with construction operations. Topsoil shall be reasonably free 8. Backfill around all structures and all cuts under paved areas with B. Local Standards - the term "Local Standards" as from subsoil, debris, weeds, grass, stones, ect. granular material. Trenches opening within 5 -feet of paved roadways shall used herein means the standards of design and be backfilled with granular material in accordance with Section 211. Backfill construction of the respective municipal B. After completion of site grading and subsurface under sidewalks shall be granular, unless the walks are constructed a department or utility company. utility installation, top soil shall be replaced minimum of 6 months after backfill has been in place. in areas designated on the erosion control plan C. Existing Improvements - Maintain in operating for seeding and /or sodding. Any remaining top 9. The Contractor shall be responsible for verifying that all state highways, condition all active utilities, sewers and other soil shall be used for finished grading around city, and county permits have been obtained by the developer prior to start drains encountered in the sewer installation. structures and landscaping areas. of construction. Repair to the satisfaction of the owner any damage to existing active improvements. 10. The Contractor shall be required to furnish the developer's Engineer 6. DISPOSITION OF UTILITIES: with a set of prints, marked in red pencil, showing actual sewer location D. Workmanship - To conform to all local, state and and invert, to include lateral location, depth and length. Such "as built" national codes and to be approved by all local and A. Rules and regulations governing the respective prints must be received by the Engineer before the final contract payment state agencies having jurisdiction. utilities shall be observed in executing all work can be authorized. The sanitary sewer laterals and stubs termination shall under this section. be indicated on the surface with a metal fence post set immediately above E. Trenching - Lay all pipe in open trenches, except the said termination point. when the local authority gives written permission B. If active utilities are encountered but not shown for tunneling. Open the trench sufficient ahead on the drawings, the Engineer shall be advised 11. All sanitary sewer lines upon completion will be required to pass a low of pipelaying to reveal any obstructions. The before work is continued. pressure air test. Said test shah be conducted according to ASTM width of the trench shall be the inside pipe 1417 -92, and shall be witnessed by an Engineer and a representative of diameter plus 24 inches for 12 inches above the C. Inactive and abandoned utilities encountered in the District. The testing shall be in accordance with Table 1. Add 0.5 pipe. Sheet and brace trench as necessary to excavating and grading operations shall be psig for each foot of water above the sewer line being tested. protect workmen and adjacent structures. All reported to the Engineer. They shall be removed, trenching to comply with Occupational Safety and plugged or capped as directed by the Utility 12. Deflection tests shall be performed on all flexible* pipe after the final Health Administration Standards. Keep trenches Company and the Engineer. backfill has been in place at least 30 days. No pipe shall exceed a vertical free from water while construction is in progress. deflection of 5% deflection test results. ( *The following are considered Under no circumstances lay pipe or appurtenances D. It shall be the responsibility of each contractor non - flexible pipes: concrete pipe, ductile iron pipe, and cast iron pipe). in standing water. Conduct the discharge from verify all existing utilties and conditions The deflection test shall be performed with a nine -point mandrel. Proving trench dewatering to drains or natural drainage pertaining to his phase of the work. It shall p rings shall be available. Deflection test shall be performed with a nine -point channels. also be the contractors responsibility to contact mandrel. Proving rings shall be available. the owners of the various utilities before work F. Special Supports - Whenever in the opinion of the is started. 13. All mandrel testing shall be observed by a professional engineer Engineer the soil at or below the pipe grade is representative for certification and a representative of the District. unsuitable for supporting sewers and appurtenances 7. SITE GRADING: specified in this section, such special support, 14. The ends of laterals are to be plugged tight with a braced plastic disc in addition to those shown or specified, shall be A. Grades: Contractor shall perform all cutting, or cap capable of withstanding a low pressure air test without leakage. provided as the Engineer may direct, and the filling, compacting of fills and rough grading contract will be adjusted. required to bring entire project area to grade as 15. Bedding for flexible pipe shall be No. 8 crushed stone from 6- inches shown on the drawings. below the pipe to 12- inches above the pipe. Bedding for rigid pipe shall G. Backfilling - Bedding, haunching, and initial be No. 8 crushed stone from 6- inches below the pipe to the spring line of backfill for all RCP installations shall be B- Borrow B. Rough Grading: the tolerance for paved areas the pipe and from this point to 12- inches above. Manholes shall be placed for structure backfill meeting the material shall not exceed 0.04 feet plus or minus above on no less than 6- inches of No. 8 crushed stone bedding. requirements of the INDOT. Bedding shall be placed the established subgrade. All other areas shall in the trench bottom such that after the pipe is not exceed 0.10 feet plus or minus the 16. Water and sewer line crossings and separations shall be in accordance installed to grade and line, there remains a 4 -inch established grade. All banks and other breaks in with 3271AC 3 -6 -9. minimum depth of material below the pipe barrel rode shall be rounded at to and bottom. g p and a minimum of 3 -inch below the bell. For pipe Sec. 9. (a) Sanitary sewers shall not be located within ten (10) feet of sizes 66- inches and larger, the minimum depth of C. Compaction Requirements: any existing or proposed water mains, when measured horizontally from material below the pipe barrel shall be 6- inches. the outside edge of the sanitary sewer to the outside edge of any Bedding, haunching and initial backfill shall be 1. All building pad areas (engineered fill areas) existing and proposed water mains, unless the sanitary sewers and water compacted in 6 -inch maximum lifts to not less shall be compacted to standards specified main comply with the following: than 95% Standard Proctor Density for the entire by local and /or state building codes. (1) The sanitary sewer and water main must cross with the sanitary depth of the material placed. The backfill shall be All fill areas (pad or engineered) shall be sewer and water main separated by a minimum of eighteen (18) inches brought up evenly on both sides of the pipe for the compacted to at least 95 percent of the measured vertically from the outside edge of the sanitary sewer to the full length of the pipe. Haunching shall extend to maximum dry density (ASTM D- 1557). outside edge of the water main. the springline of the pipe. The limit of initial fill should exhibit a maximum dry density (2) The crossing specified in subdivision (1) must be at a minimum backfill shall be 6- inches above the springline. of at least 105 pcf, and have a liquid angle of forty -five (45) degrees measured from the center lines of the Minimum trench width shall be the outside diameter limit less than 50 and plasticity index of sanitary sewer and water main. of the pipe plus 18- inches. Final backfill for all less than 25. sandy fill must have less than 15% fines passing a #200 sieve. (3) The conditions specified in subdivisions (1) and (2) must be RCP installations under and within 5 -feet of pavement shall be B- Borrow for structure backfill maintained for a minimum distance of ten (10) feet from either side of meeting the material requirements of the indot and 2. For compaction requirements of paved areas, the sanitary sewer as measured from the outside edge of the sanitary shall be compacted in 6 -inch maximum lifts to not see street specifications. sewer to the outside edge of the water main. g less than 95% Standard Proctor Density for the (b) A shorter separation distance than that specified in subsection (a) is entire depth of the material placed. The backfill for 8. Earth Work Balance allowed if the following is conducted within the separation distances the top 6- inches of the excavation below the start The Contractor shall confirm all earthwork quantities specified in subsection (a): of the aggregate subbase of the pavement shall be prior to start of construction. If an excess or No. 53 stone meeting the material requirements of shortage of earth is encountered, the Contractor shall (1) The sanitary sewers meet all water main pressure testing the INDOT and shall be compacted to not less than confirm with the Owner and Engineer the requirements requirements as described in 327 IAC 8- 3.2- 17(a). 95% Standard Proctor Density. Final backfill for all for stockpiling, removal or importing of earth. (2) The sanitary sewer shall be constructed of materials in RCP installations greater than 5 -feet of pavement Minor adjustments to the grades may be required to conformance with one (1) of the following: shall be clean fill material free of rocks larger than 4- inches in diameter, frozen lumps of soil, wood or earthwork balances when minor excess material or (A) 327 IAC 8- 3.2 -8. other extraneous material, compacted in 12 -inch shortages are encountered. It is recognized by the (B) Section 8(a)(1) of this rule. maximum lifts to not less than 90% Standard parties hereto that the calculations of the Engineer (C) ASTM D2241 -96b, Standard Specification for Poly Vinyl Chloride Proctor Density for the entire depth of the in determining earthwork quantities shall be ac- (PVC) Pressure -Rated Pipe, and having a SDR (standard dimension excavation. complished in accordance with the American Society of ration) of 21. Civil Engineers Standards for such calculations. (3)The sanitary sewers and water mains ore no in contact. H. Manhole Inverts - Construct manhole flow channels Further, that these calculations are subject to the interpretations of soil borings as the physical limits in in (4)Any sanitary sewer joints are compression type joints that are of concrete sewer pipe or brick, smoothly finished o the various soil types, also the allowable variation placed equidistantly from the water main. (5) The sanitary sewer and water main are laid on separate trench and of semi - circular section conforming to the inside diameter of the connecting sewers. Make in finish grade and compaction permitted the contractor, shelves. changes in size or grade gradually and changes in and that all of these parameters may cause either an excess or shortage of actual earthwork materials to (c) No sanitary sewer manhole shall be within eight (8) feet of a direction by true curves. Provide such channels water main as measured from the outside edge of the sanitary sewer for all connecting sewers at each manhole. shortage of materials occurs, the contractor shall manhole to the outside edge of the water main. I. Subdrains -All subdrains shall be of the size contact the engineer to determine if adjustment can be made to correct the imbalance of earth. 17. Trench shall be opened sufficiently ahead of pipe laying to reveal shown on the plans and shall be constructed to the as grades shown. All drains constructed off -site complete the project. If such an actual minor excess or obstruction, and shall be properly protected and /or barricaded when left part of the outlet drain will be located as shown. unattended. 18. No water shall be permitted to flow into the sanitary sewer system J. Utilities - It shall be the responsibility of each contractor to verify all existing utilities and during construction. Contractor shall utilize a pump to keep the water conditions pertaining to his phase of the work. level below the pipe. Pump discharge shall be directed to a storm outlet It shall also be the contractors responsibility to in accordance with state and federal laws and regulations (327 -IAC contact the owners of the various utilities before 3- 6 -20). Any pipe entering existing sewers shall be plugged with screw work is started. The contractor shall notify in type mechanical, braced plug until such time as all tests on the sewers writing the owners or the engineer of any changes, have been completed and the lines have passed all punch lists. errors or omissions found on these plans or in the field before work is started or resumed. 19. All sewer laterals installed by the mainline Contractor shall be bedded the some as the main line sewer. 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 ;nches 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 center, 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 pavement 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 Q Shown, min: s CHECKED BY: 2_0 SHEET TITLE: 100 ft 150 ft 200 ft 250 ft 300 ft 350 ft 400 ft 450 ft 4 3:46 597 0.380 L 3:46 3:46 3:46 3:46 3:46 3:46 3:46 3:46 6 5:40 398 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 9:26 239 2.374 L 9:26 9:26 9:26 9:53 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 19:56 22:47 25:38 15 14:10 159 5.342 L 14:10 14:10 17:48 22:15 1 26:42 31:09 35:36 40:04 18 17:00 133 7.692 L 17:00 19:13 25:38 32:03 38:27 44:52 51:16 57:41 21 19:50 114 10.470 L 19:50 26:10 34:54 43:37 52:21 61:00 69:48 78:31 24 22:40 99 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 21.366 L 35:37 53:25 71:13 89:02 106:50 124:38 142:26 160:15 33 31:10 72 25.852 L 43:05 64:38 86:10 107:43 129:16 150:43 172:21 193:53 7:36 34 :00 66 30.768 L 51:17 76:55 1 102:34 128:12 153:50 179:29 205:07 230:46 T No. 10000075 STATE OF O DATE: 10/03/06 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) _ 3 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 2 10/03/06 1 �® CHECKED BY: 2_0 SHEET TITLE: SPECIFICATIONS DRAWING FILES: N: \1238 \058 \DWGS \C901.DWG SHEET NO.: (c9(0)n o cc z O w T No. 10000075 STATE OF O DATE: 10/03/06 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) _ 3 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 DATE: W 10/03/06 1 DRAWN BY: CHECKED BY: V 1 SHEET TITLE: SPECIFICATIONS DRAWING FILES: N: \1238 \058 \DWGS \C901.DWG SHEET NO.: (c9(0)n o Z Z O DATE: PROJECT NO.: 10/03/06 1238.058 DRAWN BY: CHECKED BY: BET SHEET TITLE: SPECIFICATIONS DRAWING FILES: N: \1238 \058 \DWGS \C901.DWG SHEET NO.: (c9(0)n