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05070011 Civil Plans Rcv. 7/5/2005
AREA AP NOT TO SCALE EXISTING Village of WestClay E VILLAGE CENTER PART II, 3001 — BLOCK °F" PROPOSED Village of WestClay KHARA SPA EXISTIN - Village of W stf COMMERCIAL —A Al BUILDING #2 RHETTSBURY STREET �Y� f _may..... 1"C a_b }q rf ✓ I J t ` f #• °P o34 f CF -A. r'q l �j Cr 1 j I r � vvff-m��E ■ —vim I / /' �� 'V\P / / t j B 4 � L3 r e f' _ - ct f °® [(J < =b r- A n tie f � f 77I (((gg r � rte' �g , -y CF S I fr 'j j J i F ^'9S� A J, f � Lx i -% rrl f '� �j J I� r ! ur i• { L f r. J �% 3 r` J illa•e SEC. 28-Tl 8N-R3E CD 8 RccEivEo V i �.:/ y � (OF, 3(0(01 JCL - S�:i DOCS :LO F (CONS T'I'M'�'U UA'"TH01\\T P W__ S fl A I1 114 1 C(011 H V • r , CrA f f r" of r j _ f� � j Jl 1( '` �r tf f Jam.. •_ ,"�� y f` _' �s a 1 \ �•\'� € �n� 4 l°'.•""'�'f °•...,� tr 3 Lrt 0 tv V_�j F= J I ' 13 r 0 El 0 OVI C'AV i -e .d \j f ,} 5243 N DELAWARE S INDIANAPOLIS, INDIANA 46220 "—''� .J � -, 1„ J fl "� `may � .- „.,•' � �. �� �amn � E r C �� , P H: 13171 259=0934a S(D LS_ -Pvq&P NOT TO SCALE INDEX SHEET No. DESCRIPTION C100 COVER SHEET \ C101 SITE PLAN__ C102 GRADING, DFAINAGE & UTILITY PLAN III C103 STORMWATER POLLUTION PREVENTION PLAN C801 GENERAL DETAILS C901 SPECIFICATIONS EXISTING Village of WestClay VILLAGE CENTER PART II, 3001 — BLOCK "E” EXISTING Village of WestClay =LEN WELLS BUILDING EXISTING Village of WestClay STERKX BUILDING (Under Construction) OM- TL%CT ' C SPLOURM GREEU111ul REVISIONS: DATE: I BY: DESCRIPTION: PROJECT ENGINEER: CHECKED BY: 6215 CARROLLTON AVE. INDIANAPOLIS, INDIANA 462A20 PH: 13171 339 -3600 (cell) FAX: 13171 202 -9574 DATE CHECKED: C P180 \108\;r 12821 E. New Market Street Architecture Suite 100 Civil Engineering Carmel, IN 46032 Environmental Engineering Telephone: 317.569.8112 Geotechnical Services Fax: 317.826.6410 GIS * LIS WWW.schneidercorp.com Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering CERTIFIED BY: BRANDON T. BURKE E —MAIL ADDRESS: bburke @schneidercorp.com THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION AND ARE NOT TO BE USED OR REPRODUCED IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORA-1710N. © 2005, The Schneider Corporation DOCKET N0. TAC �0'7gF G \STE/�'cF No. 10000075 �?0, . STATE OF 11;1, �70NA'L,, \\\\ DATE: 7/05/05 JOB No. 1238.043 FILE NAME: N:\1238\043\DWGS\C100.DWG SHEET OF 6 1"C a_b }q ` f #• °P o34 E j r t 4 1 P J, f � Lx i -% rrl f '� �j J I� r ! ur i• { L f r. J �% 3 r` J illa•e SEC. 28-Tl 8N-R3E CD 8 RccEivEo V i �.:/ y � (OF, 3(0(01 JCL - S�:i DOCS :LO F (CONS T'I'M'�'U UA'"TH01\\T P W__ S fl A I1 114 1 C(011 H V • r , CrA f f r" of r j _ f� � j Jl 1( '` �r tf f Jam.. •_ ,"�� y f` _' �s a 1 \ �•\'� € �n� 4 l°'.•""'�'f °•...,� tr 3 Lrt 0 tv V_�j F= J I ' 13 r 0 El 0 OVI C'AV i -e .d \j f ,} 5243 N DELAWARE S INDIANAPOLIS, INDIANA 46220 "—''� .J � -, 1„ J fl "� `may � .- „.,•' � �. �� �amn � E r C �� , P H: 13171 259=0934a S(D LS_ -Pvq&P NOT TO SCALE INDEX SHEET No. DESCRIPTION C100 COVER SHEET \ C101 SITE PLAN__ C102 GRADING, DFAINAGE & UTILITY PLAN III C103 STORMWATER POLLUTION PREVENTION PLAN C801 GENERAL DETAILS C901 SPECIFICATIONS EXISTING Village of WestClay VILLAGE CENTER PART II, 3001 — BLOCK "E” EXISTING Village of WestClay =LEN WELLS BUILDING EXISTING Village of WestClay STERKX BUILDING (Under Construction) OM- TL%CT ' C SPLOURM GREEU111ul REVISIONS: DATE: I BY: DESCRIPTION: PROJECT ENGINEER: CHECKED BY: 6215 CARROLLTON AVE. INDIANAPOLIS, INDIANA 462A20 PH: 13171 339 -3600 (cell) FAX: 13171 202 -9574 DATE CHECKED: C P180 \108\;r 12821 E. New Market Street Architecture Suite 100 Civil Engineering Carmel, IN 46032 Environmental Engineering Telephone: 317.569.8112 Geotechnical Services Fax: 317.826.6410 GIS * LIS WWW.schneidercorp.com Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering CERTIFIED BY: BRANDON T. BURKE E —MAIL ADDRESS: bburke @schneidercorp.com THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION AND ARE NOT TO BE USED OR REPRODUCED IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORA-1710N. © 2005, The Schneider Corporation DOCKET N0. TAC �0'7gF G \STE/�'cF No. 10000075 �?0, . STATE OF 11;1, �70NA'L,, \\\\ DATE: 7/05/05 JOB No. 1238.043 FILE NAME: N:\1238\043\DWGS\C100.DWG SHEET OF 6 EXISTING VILLAGE OF WESTCLAY SECTION 3001 -A THE VILLAGE CENTER PART 2,� BLOCK "F° LAND DESCRIPTION KHARA SPA A part of the Southwest Quarter of Section 28, Township 18 North, Range 3 East, Clay Township, Hamilton County, Indiana, described as follows: Commencing at the Southeast corner of Block "F" in the Village of West Clay, The Village Center, Part 2, Section 3001 —A as recorded in Plat Cabinet 2, Slide 363 in the Office of the Recorder in Hamilton County, Indiana point being on a curve to the right having a radius of 1037.50 feet the radius point of which bears North 86 degrees 01 minutes 06 seconds East; thence northerly along the east line of said Block "F" and along said curve an arc distance of 69.64 feet to a point which bears South 89 degrees 51 minutes 51 seconds West from said radius p.,int; thence North 00 degrees 08 minutes 09 seconds West along said east line a distance of 152.30 feet to the Point of Beginning; thence South 89 degrees 51 minutes 51 seconds West a distance of 67.00 feet; thence North 00 degrees 08 minutes 09 seconds West parallel with said east line a distance of 47.12 feet; thence North 89 degrees 51 minutes 51 seconds East a distance of 67.00 feet to the east line of said Block "F"; thence South 00 degrees 08 minutes 09 second- East along said east line a distance of 47.12 feet to the Point of Beginning, containing 0.07 acres more or less. EXISTING � BEGMMN6SHnL 5895151 W 67.00 LOr LINE ' LIGHT Pos. � W aneewc nor iO EXISTING VILLAGE �- OF WESTCLAY _ _ i z COMMERCIAL - APART�4ENT � BUILDING #3 LLJ cr) i / ` � � f 15' fE I / / I I _ I � I 15' UTILITY ESMT. I I �I Iz w I I � W �I Iw �I I ::DI I Ln 15' t— 1 1 I 1 I c~ X EXISTING VILLAGE OF WESTCLAY COMMERCIAL-APARTMEN I BJUILDING #1 SOUTHEAST CORNER OF BLOCK "F" IN THE VILLAGE OF WESTCLAY, THE VILLAGE CENTER PART 2 SECTION 3001 —A _F 10' DU &SE R H E TTS B U R Y R E F T 15' DU& Iw cn tF-) i i i N00 *081 09 11W 152.3x' T R= 1037.50' L= 69.64' A = 3'50'45" T S02003'32"E DOCKET N0. TAC SCALE: 1 20 LOCATION NSOERVICE TWO (2) WORK NGND DAYS BEFORE COMMENCING WORK. 7. ALL RADIUS AND OTHER DIMENSIONS FOR 6" STANDING AND CHAIRBACK CURB ARE TO FACE OF CURB. 2. ALL RADIUS AND OTHER DIMENSIONS FOR 2' ROLL CURB ARE EXISTING VILLAGE OF TO BACK OF CURB WESTCLAY SECTION 3001 -A 3. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS THE VILLAGE CENTER PART 2, PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF BLOCK E THE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS FOR EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. 4. VERIFY SIGN LOCATIONS AND SIGN REQUIREMENTS WITH LOCAL GOVERNING AUTHORITIES. EXISTING VILLAGE 5. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. OF WESTCLAY 6. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE HELEN WELLS PERFORMED W COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. BUILDING 7. ALL DIMENSIONS TO THE BUILDINGS ARE TO THE OUTSIDE OF THE BUILDING FOUNDATION WALL. 8. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS & - BUILDING SQUARE FOOTAGE. 9. THE SIZE AND LOCATION OF EXIS TING UTILITIES SHOWN ARE PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY I / COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF SERVICES. I 10. SERVICE WALKS SHALL BE NON— REINFORCED CONCRETE 4" THICK AND WIDTH AS INDICATED ON PLANS. 11. SEE ARCHITECTURAL PLANS FOR ALL EXPANSION AND CONTRACTION JOINTS LOCATIONS. l/ 3 kj �i EXISTING VILLAGE it OF WESTCLAY STERKX BUILDING 2' Chairback Curb and Gutter e C801 O Asphalt Pavement K�5� C801 Q Concrete Walk � cao1 Landscaping —Grass 2' Chairback Curb w /out Gutter e C801 9' x 20' Parking Spaces — 8 �-- Traffic Flow Arrow NOTE: SEE ARCHITECTURAL PLANS BY OTHERS FOR BUILDING DIMENSIONS AND EXACT LOCATIONS OF UTILITY SERVICE LINES. vi z 0 w \�w�aauu I u u ,,,, r TERF No. 10000075 ?� .. STATE OF %SS /ANAL DATE: 7/05/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Schnei*der THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering CO z O � Q � M U Q DATE: PROJECT NO.: 07/05/05 1238.043 DRAWN BY: CHECKED BY: BET SHEET TITLE: SITE PLAN DRAWING FILES: N: \1238 \043 \DWGS \C101.DWG XREF: 012- BS.DWG, 020- BS.DWG XREF: 026- BS.DWG, 029- BS.DWG XREF: 3001ABS.DWG, 3004BS.DWG XREF: 043- BS.DWG SHEET NO.: HOLEY MOLEY SAYS "DON'T DIG BLIND 0 "IT'S T THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG I 1 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IC- 8- 1 -26 -1 ASSUMED NORTH T TISEAOGAINSTMTHE LAW TO EXCAVATEN� T 7. ALL RADIUS AND OTHER DIMENSIONS FOR 6" STANDING AND CHAIRBACK CURB ARE TO FACE OF CURB. 2. ALL RADIUS AND OTHER DIMENSIONS FOR 2' ROLL CURB ARE EXISTING VILLAGE OF TO BACK OF CURB WESTCLAY SECTION 3001 -A 3. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS THE VILLAGE CENTER PART 2, PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF BLOCK E THE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS FOR EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. 4. VERIFY SIGN LOCATIONS AND SIGN REQUIREMENTS WITH LOCAL GOVERNING AUTHORITIES. EXISTING VILLAGE 5. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. OF WESTCLAY 6. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE HELEN WELLS PERFORMED W COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. BUILDING 7. ALL DIMENSIONS TO THE BUILDINGS ARE TO THE OUTSIDE OF THE BUILDING FOUNDATION WALL. 8. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS & - BUILDING SQUARE FOOTAGE. 9. THE SIZE AND LOCATION OF EXIS TING UTILITIES SHOWN ARE PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY I / COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF SERVICES. I 10. SERVICE WALKS SHALL BE NON— REINFORCED CONCRETE 4" THICK AND WIDTH AS INDICATED ON PLANS. 11. SEE ARCHITECTURAL PLANS FOR ALL EXPANSION AND CONTRACTION JOINTS LOCATIONS. l/ 3 kj �i EXISTING VILLAGE it OF WESTCLAY STERKX BUILDING 2' Chairback Curb and Gutter e C801 O Asphalt Pavement K�5� C801 Q Concrete Walk � cao1 Landscaping —Grass 2' Chairback Curb w /out Gutter e C801 9' x 20' Parking Spaces — 8 �-- Traffic Flow Arrow NOTE: SEE ARCHITECTURAL PLANS BY OTHERS FOR BUILDING DIMENSIONS AND EXACT LOCATIONS OF UTILITY SERVICE LINES. vi z 0 w \�w�aauu I u u ,,,, r TERF No. 10000075 ?� .. STATE OF %SS /ANAL DATE: 7/05/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Schnei*der THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering CO z O � Q � M U Q DATE: PROJECT NO.: 07/05/05 1238.043 DRAWN BY: CHECKED BY: BET SHEET TITLE: SITE PLAN DRAWING FILES: N: \1238 \043 \DWGS \C101.DWG XREF: 012- BS.DWG, 020- BS.DWG XREF: 026- BS.DWG, 029- BS.DWG XREF: 3001ABS.DWG, 3004BS.DWG XREF: 043- BS.DWG SHEET NO.: I / COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF SERVICES. I 10. SERVICE WALKS SHALL BE NON— REINFORCED CONCRETE 4" THICK AND WIDTH AS INDICATED ON PLANS. 11. SEE ARCHITECTURAL PLANS FOR ALL EXPANSION AND CONTRACTION JOINTS LOCATIONS. l/ 3 kj �i EXISTING VILLAGE it OF WESTCLAY STERKX BUILDING 2' Chairback Curb and Gutter e C801 O Asphalt Pavement K�5� C801 Q Concrete Walk � cao1 Landscaping —Grass 2' Chairback Curb w /out Gutter e C801 9' x 20' Parking Spaces — 8 �-- Traffic Flow Arrow NOTE: SEE ARCHITECTURAL PLANS BY OTHERS FOR BUILDING DIMENSIONS AND EXACT LOCATIONS OF UTILITY SERVICE LINES. vi z 0 w \�w�aauu I u u ,,,, r TERF No. 10000075 ?� .. STATE OF %SS /ANAL DATE: 7/05/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Schnei*der THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering CO z O � Q � M U Q DATE: PROJECT NO.: 07/05/05 1238.043 DRAWN BY: CHECKED BY: BET SHEET TITLE: SITE PLAN DRAWING FILES: N: \1238 \043 \DWGS \C101.DWG XREF: 012- BS.DWG, 020- BS.DWG XREF: 026- BS.DWG, 029- BS.DWG XREF: 3001ABS.DWG, 3004BS.DWG XREF: 043- BS.DWG SHEET NO.: DATE: PROJECT NO.: 07/05/05 1238.043 DRAWN BY: CHECKED BY: BET SHEET TITLE: SITE PLAN DRAWING FILES: N: \1238 \043 \DWGS \C101.DWG XREF: 012- BS.DWG, 020- BS.DWG XREF: 026- BS.DWG, 029- BS.DWG XREF: 3001ABS.DWG, 3004BS.DWG XREF: 043- BS.DWG SHEET NO.: EXISTING VILLAGE OF WESTCLAY SECTION 3001 —A THE VILLAGE CENTER PART 2, BLOCK "F" 915 w J Aa Existing Storm Sewer - -- New Storm Sewer O z Existing Sanitary Sewer New Sanitary Sewer 910 Q x ELEV DESC Existing levation g XREF: 012-BS-DWG, 020- BS.DWG w/ description 000.00 New Pavement Grade w All Other Finish Grades oao Storm Structure Number :z: CD C.O. Clean Out -- Flow Arrow 6" Subsurface Drain � 000.00 z co Swale (F0 E Burried Electric T co CO of r - " c °° �- Z � Z co F-- CO �' 905 n 0000 j Q Z C 0000 � m Z � O d- cfl r-- > MCn O coM 00 :D Of j U Cn Qww 900 895 I _ I I I 890 I I I I I I I n 0.45% 8 "PVC �J 104 885 SANITARY SEWER PROFILE SCALE: 1"=50' NOTE: CONNECT 10 EXISTING STORM SEWER i f i r' { 15' fE i i i i i i i i i ASSUMED NORTH SCALE: 1 "= 20 ' 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 SUPPLEMENT IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. EXISTING VILLAGE OF WESTCLAY SECTION 3001 —A —� THE VILLAGE CENTER PART 2, BLOCK °E" EXISTING VILLAGE OF WESTCLAY HELEN WELLS BUILDING EXISTING VILLAGE OF WESTCLAY STERKX BUILDING 1. ALL RADIUS AND OTHER DIMENSIONS FOR 6" STANDING AND CHAIRBACK CURB ARE TO FACE OF CURB. 2. ALL RADIUS AND OTHER DIMENSIONS FOR 2' ROLL CURB ARE TO BACK OF CURB 3. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS FOR EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. 4. VERIFY SIGN LOCATIONS AND SIGN REQUIREMENTS WITH LOCAL GOVERNING AUTHORITIES. 5. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 6. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 7. ALL DIMENSIONS TO THE BUILDINGS ARE TO THE OUTSIDE OF THE BUILDING FOUNDATION WAIL. 8. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS & BUILDING SQUARE FOOTAGE. 9. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF SERVICES. 10. SERVICE WALKS SHALL BE NON— REINFORCED CONCRETE 4" THICK AND WIDTH AS INDICATED ON PLANS. 11. SEE ARCHITECTURAL PLANS FOR ALL EXPANSION AND CONTRACTION JOINTS LOCATIONS. NOTE: SEE ARCHITECTURAL PLANS BY OTHERS FOR BUILDING DIMENSIONS AND EXACT LOCATIONS OF UTILITY SERVICE LINES. z 0 Cry w 111�04 T. P \STE No. 10000075 ?u- . STATE OF DATE: 7/05/05 THIS DRAWING AND THE IDEAS. DESIGNS AND :ONCEPTS 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. (222 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 Aa Existing Storm Sewer - -- New Storm Sewer ct Existing Sanitary Sewer New Sanitary Sewer 00o - - Existing Contour x ELEV DESC Existing levation g XREF: 012-BS-DWG, 020- BS.DWG w/ description 000.00 New Pavement Grade 000.00 All Other Finish Grades oao Storm Structure Number 00o Sanitary Structure Number C.O. Clean Out -- Flow Arrow 6" Subsurface Drain � 000.00 w ••• Swale (F0 E Burried Electric T Burried Telephone G Burried Gas Line NOTE: SEE ARCHITECTURAL PLANS BY OTHERS FOR BUILDING DIMENSIONS AND EXACT LOCATIONS OF UTILITY SERVICE LINES. z 0 Cry w 111�04 T. P \STE No. 10000075 ?u- . STATE OF DATE: 7/05/05 THIS DRAWING AND THE IDEAS. DESIGNS AND :ONCEPTS 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. (222 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.: 07/05/05 1238.043 DRAWN BY: ct BET SHEET TITLE: GRADING, DRAINAGE & UTILITY PLAN DRAWING FILES: N: \1238 \043 \DWGS \C102.DWG XREF: 012-BS-DWG, 020- BS.DWG XREF: 026- BS.DWG, 029- BS.DWG XREF: 3001 Abs.DWG, 3004BS.DWG XREF: 043- BS.DWG SHEET NO.: (Cn(02 z � z O w zo 0 Q� �J c� DATE: PROJECT NO.: 07/05/05 1238.043 DRAWN BY: CHECKED BY: BET SHEET TITLE: GRADING, DRAINAGE & UTILITY PLAN DRAWING FILES: N: \1238 \043 \DWGS \C102.DWG XREF: 012-BS-DWG, 020- BS.DWG XREF: 026- BS.DWG, 029- BS.DWG XREF: 3001 Abs.DWG, 3004BS.DWG XREF: 043- BS.DWG SHEET NO.: (Cn(02 z 0 w ° °N . r. ��Q'��� \STERN No. 10000075 STATE OF %. NDIANP %JS/0NAL E 1 140 L-'_ DATE: 7/05/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPT'S CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services CIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering PROS 07 /05/05 1238.043 DRAWN BY: CHECKED BY: BET SHEET TITLE: I HOLEY MOLEY SAYS ((T \J V DRAWING FILES: N: \1238 \043 \DWGS \C103.DWG XREF: 012- B.DWG, 020- BS.DWG XREF: 026- BS.DWG, 029- BS.DWG XREF: 3001 ABS.DWG, 3004BS.DWG XREF: 043 -BS. DWG SHEET NO.: C n(0)3 "DON'T V L _ DIG ._._ __ __ BLIND" Qz ICJ 0 I .. . . I � � l EXISTING VILLAGE OF I I "IT"S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG WESTCLAY SECTION 3 1- 800 - 382 -5544 CALL TOLL FREE THE VILLAGE CENTER PART 2 PER INDIANA STATE LAW IC- 8– ' -26 -' ET SEQ. AS AMENDED AND SUPPLEMEN BLOCK T" WITHOUT ASSUMED NORTH IT IS AGAINST THE LAW TO EXCAVATE » NOTIFYING THE UNDERGROUND ^ ...- ........... ............... ,...___ ____ — SCALE: 1 =10' LOCATION SERVICE TWO (2) WORKING I DAYS BEFORE COMMENCING WORK. INDIVIDUAL LOT ! EROSION CONTROL PLAN LEGEND I OOe PROPERTY LINE/ DRAINAGE SWALE I o SILT FENCE 0 0 0 I FINISHED DRAINAGE SUBSOIL — - —�- EXISTING DRAINAGE 0 STOCKPILE '? TREE CONSERVATION o O O -�_ I GRAVEL ENTRANCE/ EXIT PAD AREA TO BE TOPSOILED, SEEDED AND MULCHED I._... - - - -- } �..„_ DROP INLET PROTECTION —� BY OWNER AT COMPLETION OF CONSTRUCTION (TV.). Imm o CURB INL €T- -P-ROTECTION ` J SOIL SALVAGE AND UTILIZATION - 0 1.20 '• '° — °'•a 0 PERMANENT SEEDING CONCRETE SIDEWALK a °4. . I ................. ...... ..... ._...... .,........_._..... _ CURB INLET Ll PROTECTION PROPOSED a t .o EROSION CONTROL BY BUILDERS - — U '�° :° . �� ' 4. A ' ° CONCRETE SIDEWALK ..... ............................... __ A. Temporary seeded areas established b the developer will be maintained b the builder and his sub - contractors. Silt fences previously installed will be maintained. I ZE Z a ' a B. A construction drive to the building -site from the existing drive shall be installed Number 2 Stone, 6 thick 12 This be :. a of and a minimum of wide. shall CONCRETE SIDEWALK 4 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). a.• ., .....,.......o .... . .............................. ...... � �_ � 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 A ° , .I. a ° 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. PS d A ° ° •' d a H~- • .... ............................... _ _ __ D. When time is appropriate, and as soon as possible, roof downs out extenders of non - perforated drain tile should be extended to the street or other solid outlet until a lawn is established. A ° a E. Establish permanent ground cover and remove silt fence. A LL :. A 41 A m U . .. A 4 a CD EXISTING , r, 0 0 0 0 O o 0 0 Cn x LLJ ASPHALT PERIMETER PROTECTION: SILT FENCE ( .._P --A R K NG— -E -OT t C) ,1 e r_4�1 _� ......... EXISTING VILLAGE OF WESTCLAY CURB INLET PROTECTION � 41 COMMERCIAL— APARTMENT BUILDING #3 .. .........�.� ................... �... �_......y �.,_._..._ .__ ___ CURB INLET PROTECTION I i 3 RECEIVING WATER= ELLIOT CREEK a 1 ....... . ..................... __' CONTACT PERSON: �. KEVIN KRULIK BRENWICK DEVELOPMENT CO. I 12821 E. NEW MARKET ST., STE 200 EROSION LSED1 M ENT CONTROL PRACTICE PLAN FOR A TYPICAL I C A R M E L, INDIANA 46032 BUILDING UNDER CONSTRUCTION ... .........�,.�........ ^_ ._._. (317) 574 -3400 ff f F ft } i if 1 1 f f r ff ; i if if z 0 w ° °N . r. ��Q'��� \STERN No. 10000075 STATE OF %. NDIANP %JS/0NAL E 1 140 L-'_ DATE: 7/05/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPT'S CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services CIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE PROS 07 /05/05 1238.043 DRAWN BY: CHECKED BY: BET SHEET TITLE: STORMWATER POLLUTION ((T \J V DRAWING FILES: N: \1238 \043 \DWGS \C103.DWG XREF: 012- B.DWG, 020- BS.DWG XREF: 026- BS.DWG, 029- BS.DWG XREF: 3001 ABS.DWG, 3004BS.DWG XREF: 043 -BS. DWG SHEET NO.: C n(0)3 V L z� Qz ICJ CZ DATE PROS 07 /05/05 1238.043 DRAWN BY: CHECKED BY: BET SHEET TITLE: STORMWATER POLLUTION PREVENTION PLAN DRAWING FILES: N: \1238 \043 \DWGS \C103.DWG XREF: 012- B.DWG, 020- BS.DWG XREF: 026- BS.DWG, 029- BS.DWG XREF: 3001 ABS.DWG, 3004BS.DWG XREF: 043 -BS. DWG SHEET NO.: C n(0)3 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. alr, �Ir, al►, alr, 11r, Ir,.lr, a- �\ j \ \/ �� 4, 4 o soil L / PLACEMENT Ld z BEDDING 12" MIN. no ::. --. SPRING LINE OF PIPE O.D. OF PIPE FOUNDATION 6" MIN. (REQUIRED IN UNSTABLE SOIL) 12" 12' (MIN.) (MIN.) SANITARY TRENCH &PIPE EMBEDMENT DETAIL X80, 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' — APPF 30' MIN 45' MAX. ISOMETRIC PLAN LONG RADIUS SECTION A— A_ DIAMETER AS SPECIFIED f ON PLAN OR SCHEDULE i _Lq i PLAN VIEW CONNECTION TO MAIN SEWER- FINISH GRADE CLEANOUT PLUG VG LINE PIPE CONNECT TO EXISTING SERVICE OR PLUG FOR FUTURE SERVICE. Jt11Vl I/1R I JCYVLR L_/1ILRFIL PLUG SHALL BE ABLE TO PASS AIR PRESSURE TEST REQUIRED TYPICAL CLEAN OU T DETAIL FOR SEWER MAIN. 13 C801 FINISH GRADE NEENAH R- 1642 -A W /SELF SEALING LID (OR EQUAL) STAMPED "SANITARY SEWER" PLACE 1/2" DIA I PREFORMED GASKt I MA I tKIAL IN EACH KEYWAY (SEE DETAIL). PLAN VIEW PRECAST CONCRETE ADJUSTING RING OR FLANGE OF CASTING v ••••••• �•' NOMINAL 1/2- BUTYL RUBBER 24" I.D. BASE EXTRUDABLE RE ORMED GASKET MATERIAL (TYP) PER SPECS. GASKET DETAIL SECTION A —A 63' 4 " -12" 1/2" ADJUSTING RING DETAIL 9 (FIGURE 5 -46) C801 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. 1 /2 TRENCH DEPTH MIN. / \/ 4 Sol t w \ / / \ \/ PLACEMENT C-) LLl 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. ,�Ir, al►, .�Ir„ I►, 1• �l4' 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.— � (REQUIRED IN UNSTABLE SOIL) (3" MIN. O BELL OF PIPE) 12" 12" No. 8 STONE STORM SEWER- TRENCH 8c PIPE EMBEDMENT DETAIL �o Aso, 3" OF TOPSOIL 1 6" BACKFILL 24" 6„ 18" 4- �:. .4 110 24" COMPACTED SUBGRADE 2 CONCRETE CHAIRBACK - 6 c8o1 CURB AND GUTTER 6" 24" 6» 18» 3" OF TOPSOIL II III EARTH BACKFILL — I-1 N #53 COMPACTED STONE BASE 0.0 ° °•O°°• ° ° °• °° ° °°•° °°•° °°•° °°•° °°•° o e0 • o °O • o 00 • o °O • o op • o °O • o °O • o °O • o °O • o °O • o °O o • o °O .'.0 . o °O . o o0 . o o0 . coo • 'o . o °O • coo • coo. o O 0 'o-000.0,0.. o o >f o 0 0 0 0 o O• o 0. 0 0. 024 o O• o O o O o O o O • 0 00 • ° o° ° o ° ° 'n—on-40. 0,0-0,0-01 e . 0°• ° Oo ° . O ° ° Oo o . O° • • o 0 • o 0 O • o ° O• o ° O • o . O • o o . O • o ° ° p. o 0 0. OO e o 0 O° p -o'- e 0O° p. 00 0 0 00 00 °o o 2' CONCRETE CHAIRBACK CURB 0801 (WITHOUT GUTTER) xQ 07/05/05 2' -0" DIA. PRECAST CONC. NOTE iv rLYD rw z o RINGS MANHOLE CONFORMS TO ASTM C -�78 0 �11 �w ,,jj LL- - JOINT CONFORMS TO ASTM C -443 w In O W LL o TAPERED CONE INFI- SHIELD "UNIBAND" of > of °-z SECTION OR APPROVED EQUAL SEAL o 5-0" BETWEEN z (SIC PER E SPECIFICATI N OS < < Q TRANSVERSE JOINTS � ' ..a 4 Q =o cn w ------ - - - - -- / II PRECAST CONCRETE III o Z� 0 ° � SECTIONS A II ww_ `r Q a w / II w Q w -1 '�3 w o Uj :t (16" MAX.) II a_ �QCA 0 �r. r- II II / II BUTYL RUBBER COATING MANHOLE STEPS AS PER SPECIFICATION 4' -0" DIA. FILL WITH .. ..... a.... CONCRETE PLAN .Q........ . PRECAST BASE . ..... p... .. .':' :' :';:':':' :':: .. #4 ®12" EA. WAY .'.'.'.'.'.'.'.'.'.'.. ....................... . ' a.................. . .0•.0.0.:0. O•° p.°..p.c. °...o O•° O.:o. O.o °p. ° °p• ° _�6" MIN. NO. 8 CRUSHED STONE °°° ° ° °. ° ° °p. ° °� ° ° °� ° °p. °ep REQUIRED UNDER MANHOLE BASE FOR LEVELING AND SUPPORT 4' -0" MIN. MANHOLE BASE FOR PRECAST SECTION A —A SANITARY MANHOLE DETAIL s CARMEL 0801 PLACE 1/2" DIA I PREFORMED GASKt I MA I tKIAL IN EACH KEYWAY (SEE DETAIL). PLAN VIEW PRECAST CONCRETE ADJUSTING RING OR FLANGE OF CASTING v ••••••• �•' NOMINAL 1/2- BUTYL RUBBER 24" I.D. BASE EXTRUDABLE RE ORMED GASKET MATERIAL (TYP) PER SPECS. GASKET DETAIL SECTION A —A 63' 4 " -12" 1/2" ADJUSTING RING DETAIL 9 (FIGURE 5 -46) C801 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. 1 /2 TRENCH DEPTH MIN. / \/ 4 Sol t w \ / / \ \/ PLACEMENT C-) LLl 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. ,�Ir, al►, .�Ir„ I►, 1• �l4' 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.— � (REQUIRED IN UNSTABLE SOIL) (3" MIN. O BELL OF PIPE) 12" 12" No. 8 STONE STORM SEWER- TRENCH 8c PIPE EMBEDMENT DETAIL �o Aso, 3" OF TOPSOIL 1 6" BACKFILL 24" 6„ 18" 4- �:. .4 110 24" COMPACTED SUBGRADE 2 CONCRETE CHAIRBACK - 6 c8o1 CURB AND GUTTER 6" 24" 6» 18» 3" OF TOPSOIL II III EARTH BACKFILL — I-1 N #53 COMPACTED STONE BASE 0.0 ° °•O°°• ° ° °• °° ° °°•° °°•° °°•° °°•° °°•° o e0 • o °O • o 00 • o °O • o op • o °O • o °O • o °O • o °O • o °O • o °O o • o °O .'.0 . o °O . o o0 . o o0 . coo • 'o . o °O • coo • coo. o O 0 'o-000.0,0.. o o >f o 0 0 0 0 o O• o 0. 0 0. 024 o O• o O o O o O o O • 0 00 • ° o° ° o ° ° 'n—on-40. 0,0-0,0-01 e . 0°• ° Oo ° . O ° ° Oo o . O° • • o 0 • o 0 O • o ° O• o ° O • o . O • o o . O • o ° ° p. o 0 0. OO e o 0 O° p -o'- e 0O° p. 00 0 0 00 00 °o o 2' CONCRETE CHAIRBACK CURB 0801 (WITHOUT GUTTER) 100' r50' -0" BETWEEN EXPANSION JOINTS (MAX.) FIBER - REINFORCED CONC. (3000 PSI) :+'• ' is Y_r CONCRETE SIDEWALK NOT TO SCALE SIDEWALK DETAIL 1 C801 /— TOP OF CURB PAVEMENT TRANSVERSE EXPANSION JOINTS TRANSVERSE EXPANSION JOINTS y * ** *SEE D.O.T. STD. SHT. 12 -03 FOR GENERAL NOTES CURB JOINT DETAIL-- No SCALE ceoi 5, O- O 0 0- O O O- O 0 0 0 0 0- O O O- O 0 O- O O 0- O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O 0 O O O 0 O 0 0 0 0 0 0 O 0 0 0 O O O O O O O 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O 0 0 o O 0 0 o O 0 0 o O 0 0 0 0 0 L L1" H.A.C. SURFACE #11 3" H.A.C. BINDER #9 2" #53 STONE 6" #2 STONE PREPARED SUBGRADE PER INDOT No. 201 PARKING LOT PAVEMENT SECTION 0 � I C801 z CD V) LLJ ~\§\\���tt ^Ail I1�T �/, OV 1`1 ' �� f \STE G No. 10000075 -;0- STATE OF V DIAIA., P .. 'te ZONAL DATE: 7/05/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) 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.: 07/05/05 1238.043 Z CHECKED BY: rLYD rw z o GENERAL 0 �11 �w ,,jj LL- - (w w In O W LL o of > of °-z Z 5-0" BETWEEN z (SIC ° < < Q TRANSVERSE JOINTS CCU 100' r50' -0" BETWEEN EXPANSION JOINTS (MAX.) FIBER - REINFORCED CONC. (3000 PSI) :+'• ' is Y_r CONCRETE SIDEWALK NOT TO SCALE SIDEWALK DETAIL 1 C801 /— TOP OF CURB PAVEMENT TRANSVERSE EXPANSION JOINTS TRANSVERSE EXPANSION JOINTS y * ** *SEE D.O.T. STD. SHT. 12 -03 FOR GENERAL NOTES CURB JOINT DETAIL-- No SCALE ceoi 5, O- O 0 0- O O O- O 0 0 0 0 0- O O O- O 0 O- O O 0- O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O 0 O O O 0 O 0 0 0 0 0 0 O 0 0 0 O O O O O O O 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O 0 0 o O 0 0 o O 0 0 o O 0 0 0 0 0 L L1" H.A.C. SURFACE #11 3" H.A.C. BINDER #9 2" #53 STONE 6" #2 STONE PREPARED SUBGRADE PER INDOT No. 201 PARKING LOT PAVEMENT SECTION 0 � I C801 z CD V) LLJ ~\§\\���tt ^Ail I1�T �/, OV 1`1 ' �� f \STE G No. 10000075 -;0- STATE OF V DIAIA., P .. 'te ZONAL DATE: 7/05/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) 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.: 07/05/05 1238.043 `V ----II CHECKED BY: BET r GENERAL DETAILS DRAWING FILES: N: \1238 \043 \DWGS \CB01.DWG SHEET NO.: (C (OU) (9 n ° � Q z CCU Q Z DATE: PROJECT NO.: 07/05/05 1238.043 DRAWN BY: CHECKED BY: BET SHEET TITLE: GENERAL DETAILS DRAWING FILES: N: \1238 \043 \DWGS \CB01.DWG SHEET NO.: (C (OU) (9 n 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 the grades required. 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 shall be compacted to standards specified by local and /or state building codes. 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 accol dance 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 complete the project. If such an actual minor excess or shortage of materials occurs, the contractor shall contact the engineer to determine if adjustment can be made to correct the imbalance of earth. TYPICAL SANITARY SEWER SPECIFICATIONS TO BE USED FOR PRIVATE SEWER DEVELOPMENT WITHIN CLAY TOWNSHIP REGIONAL WASTE DISTRICT REVISED MAY, 2002 1. Standard specifications of the Clay Township Regional Waste District (District) and Indiana Department of Transportation shall apply for all work and materials. Pipe shall be installed in accordance with Section 715 of the latest edition of the Indiana Department of Transportation Standard Specifications. 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. Gaskeis 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. 0 -rings shall conform to C -443. Kent Seal or equivalent shall also be applied to all joints and between riser rings and castings. Mar, :iole 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 manufacturers 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 dicneter 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 (E) 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, ni.cessary 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 casting eleva, ions 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 ootained by the developer prior to start of construction. 10. The Contractor shall be required to furnish the developer's Engineer with a set of prints, marked in red pencil, showing actual sewer location and invert, to include lateral locution, 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 conductea 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 cost iron pipe). The deflection test shall be performed with a nine -point mandrel. Proving rings shall be available. 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. 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. 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 by the Clay Township Regional Waste District are: 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 state agencies having jurisdiction. 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 inside 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 - for a depth of at least 12 inches above the top of the pipe, backfill with earth or granular material free from large stones, rock fragments, roots or sod. Tamp this backfill thoroughly, taking care not to disturb the pipe. For the remaining trench depth, backfill with earth or granular material containing stones or rocks not larger than 4 inches. Backfill under and within 5' of walks, parking areas, driveways and street shall be granular material only - thoroughly compacted by approved methods. 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. 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 cure all concrete by one of the methods described in Section 501.17 of the Indiana Department of 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 1 11:20 11:24 14:15 17:05 19:58 22:47 25:38 16 14:10 158 5.342 L 14:10 14:10 17:48 22:15 26:42 31:09 35:36 40:04 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 1 108:50 124:38 142:25 160:15 33 31:10 72 25.852 L 49:05 64:38 88:10 107:49 129:18 150:43 172:21 193:53 38 34:00 86 30.788 L 61:17 76:55 102:12 128:12 153:80 179:29 205:07 230:46 STREETS 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. 1. SCOPE OF WORK I. Bituminous Pavement -Hot asphalt concrete The work required under this section includes all pavement shall be as specified in Section 403 concrete and bituminous paving and related items and must comply with Section 401.05 of necessary to complete the work indicated on drawings the Indiana Department of Transportation and described in the specifications, including but not Specifications latest revisions. Paving will not limited to: be permitted during unfavorable weather or when the temperature is 40 degrees F. and falling. O All streets, parking areas in contract limits J. Compacted Aggregate Subbase - the thickness shown O Curbs and gutters Sidewalks and concrete slabs, exterior steps on the drawings is the minimum thickness of the � fully compacted subbase. Compaction shall be 2. MATERIALS accomplished by rolling with a smooth wheeled roller weighing 8 to 10 tons. Compact to 90% A. Concrete - Concrete shall be ready -mixed concrete compaction using Standard Testing Procedures. and shall be a mix of proportioned fine and Along curbs, headers and walls and at all placed Cid coarse aggregates with Portland cement and water. not accessible to the roller, the aggregate Minimum cement content shall be 6 bags per cubic material shall be tamped with mechanical tampers yard of concrete and maximum water content shall or with approved hand tampers. 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 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. cii z 0 �n w o= °QpN T. P �\STER'Q� 4F 0 No. 10000075 - STATE OF O 0NA�L �\ � DATE: 2/2/04 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. (2004) Schneider THE SCHNEIDER CORPORATION 12821 E. 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