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Home My WebLink About06070006 Civil Constructions Plans Rcv. 6/30/2006 DOCSA� A AP PLOT TO SCALE GLEBE STREET Village of ►YLAND. -Ti BLO yS \ �FFT 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. - t 1 �lI � i 1 A @ �y a .... _ 11 1 aD r- t i ( •' 1 F S _ S. z r:: 4 } Cr r` i (` .1 { — f - 3 ( � l Cegg A SITE AP SCALE: 1 " =60' h ,h JD 0 r • e a v -.p e ti r r- h / "4j to F- { J� r a �t I T F ff t r r � t 1 - ` ff �.r t �f l � j 4� 1 IV =71 ah f. ( t i jj SO LS Mv AP NOT TO SCALE — EXISTING -- - VILLAGE OF WESTCLAY KHARA SPA EXISTING VILLAGE OF WESTCLAY COMMERCIAL — APARTMENT BUILDING #3 XISTING OF WESTCLAY AL— APARTMENT LDING #1 SEC. 28-Tl8N- Wu (ov L :LDGS. SECTIO 3001 (CONS T.10..; l_ C[ !chi ^ P —m- S HA ILTO COU TY CA' EL, f DIA A 0 ISIMErta: E �R E ICK DEVELOPMv EH- T DOCKET NO. d G C Oo'-\v" T A C T an KEVIN KRULIK 12821 E. NEW MARKET STREET, SUITE 200 CARMEL, INDIANA 46032 [3171 574 -3400 INDEX SHEET No. DESCRIPTION C100 COVER SHEET C101 —C102 SITE PLAN C103 —C104 GRADING, DRAINAGE & UTILITY PLAN C105 —C106 PRE — CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN C107 —C108 STORMWATER POLLUTION PREVENTION PLAN C401 SANITARY SEWER PLAN & PROFILE C601 —C602 STORM SEWER PLAN AND PROFILE C701 WATER PLAN C702 WATER DETAILS & SPECIFICATIONS C801 f a j� -- — is § ^f SANITARY SEWER DETAILS F e STORMWATER POLLUTION PREVENTION DETAILS AND SPECIFICATIONS , +frl fir SPECIFICATIONS _ 3: SITE AP SCALE: 1 " =60' h ,h JD 0 r • e a v -.p e ti r r- h / "4j to F- { J� r a �t I T F ff t r r � t 1 - ` ff �.r t �f l � j 4� 1 IV =71 ah f. ( t i jj SO LS Mv AP NOT TO SCALE — EXISTING -- - VILLAGE OF WESTCLAY KHARA SPA EXISTING VILLAGE OF WESTCLAY COMMERCIAL — APARTMENT BUILDING #3 XISTING OF WESTCLAY AL— APARTMENT LDING #1 SEC. 28-Tl8N- Wu (ov L :LDGS. SECTIO 3001 (CONS T.10..; l_ C[ !chi ^ P —m- S HA ILTO COU TY CA' EL, f DIA A 0 ISIMErta: E �R E ICK DEVELOPMv EH- T DOCKET NO. d G C Oo'-\v" T A C T an KEVIN KRULIK 12821 E. NEW MARKET STREET, SUITE 200 CARMEL, INDIANA 46032 [3171 574 -3400 12821 NEW MARKET ST., STE, 200 CARMEL, INDIANA 46032 PH: 13171 574 -3923 EXT. 2124 FAX: 13171 574 -3919 brenwick @brenwick.com �. 1;j�4i N15 U J08=01 V 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 www.schneidercorp.com Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering 31�4w� 1 REVISIONS: DATE: I BY: DESCRIPTION: PROJECT ENGINEER: CHECKED BY: DATE CHECKED: 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 CORPORATION. © 2006, The Schneider Corporation ��P��G \STEREO '�F O 0. NfDI AND I AN P AL DATE: 6/30/06 JOB No. 1238.057 GM TION FILE NAME: N:\1238\057\DWGS\ClOO.DWG SHEET OF 20 , -J INDEX SHEET No. DESCRIPTION C100 COVER SHEET C101 —C102 SITE PLAN C103 —C104 GRADING, DRAINAGE & UTILITY PLAN C105 —C106 PRE — CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN C107 —C108 STORMWATER POLLUTION PREVENTION PLAN C401 SANITARY SEWER PLAN & PROFILE C601 —C602 STORM SEWER PLAN AND PROFILE C701 WATER PLAN C702 WATER DETAILS & SPECIFICATIONS C801 STREET AND STORM SEWER DETAILS C802 SANITARY SEWER DETAILS C803 —C804 STORMWATER POLLUTION PREVENTION DETAILS AND SPECIFICATIONS C901 SPECIFICATIONS C902 CARMEL SPECIFICATIONS 12821 NEW MARKET ST., STE, 200 CARMEL, INDIANA 46032 PH: 13171 574 -3923 EXT. 2124 FAX: 13171 574 -3919 brenwick @brenwick.com �. 1;j�4i N15 U J08=01 V 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 www.schneidercorp.com Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering 31�4w� 1 REVISIONS: DATE: I BY: DESCRIPTION: PROJECT ENGINEER: CHECKED BY: DATE CHECKED: 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 CORPORATION. © 2006, The Schneider Corporation ��P��G \STEREO '�F O 0. NfDI AND I AN P AL DATE: 6/30/06 JOB No. 1238.057 GM TION FILE NAME: N:\1238\057\DWGS\ClOO.DWG SHEET OF 20 , -J :j L ' E � l rf \� EXISTII�1Gl Village - -of- WestClay- ES BLOCK "J" LAND DESCRIPTION FOUNDERS BUILDING EXISTING VILLAGE OF HOLEY MOLEY SAYS - - -__ ESTCLAY SECTION`} 3004 THE -- "DON'T -Vfi LL A G E CENT"'� E 1.1z tJr % / • _.r _ - ' - L 1 ! f RPART _ .^ .� _ __�- DIG ____ _. _. .....,...... ......... _- - - - - -- - __. 4 BLIND I f r f / i \. t f J: t f .. . ....... 777 X f '�T /� f t__ -� r t NORTHWEST CORNER OF BLOCK "F' IN THE VILLAGE f r�' •.. _____ EXISTING __ G OF WESTCLAY, THE o �:T -, -, - SAWCUT ANA REMOVE 138' _ VILLAGE CENTER, PART 2, ,� Y - - OF CHAIRBACK CURB AND = OFTCL.�Y ?,� - _ - _ ; "IT'S - - - -' - ' -- - . niQa r -� i c13o1 ; ; - -__ : \\ THE LAW A part of Block "F" of the Village of WestClay, Section 3001 -A, Village Center, Part 2, the Secondary Plat of which is Recorded as Instrument Number 199909969687, Plat Cabinet 2, Slide 363, in the Office of the Recorder, Hamilton County, Indiana, located in the Southwest Quarter of Section 28, Township 18 North, Range 3 East, Clay Township, Hamilton County, Indiana, described as follows: Beginning at the northwest corner of said Block "F ", thence continuing along the north line of Block "F" North 89 degrees 51 minutes 51 seconds East a distance of 67.00 feet, thence South 00 degrees 08 minutes 09 seconds East a distance of 12.83 feet; thence South 89 degrees 51 minutes 51 seconds West a distance of 0.67 feet; thence South 00 degrees 08 minutes 09 seconds East a distance of 89.00 feet; thence South 89 degrees 51 minutes 51 seconds West to a point along the west line of said Block "F "; thence North 00 degrees 08 minutes 09 seconds West along the west line of said Block "F" a distance of 101.83 feet to the Point of Beginning, containing 0.155 acres, more or less. FOR CONTINUATION SEE SHEET C102 LAND DESCRIPTION KLAIN BUILDING A part of Block "F" of the Village of WestClay, Section 3001 -A, Village Center, Part 2, the Secondary Plat of which is Recorded as Instrument Number 1999099696871 Plat Cabinet 2, Slide 363, in the Office of the Recorder, Hamilton County, Indiana, located in the Southwest Quarter of Section 28, Township 18 North, Range 3 East, Clay Township, Hamilton County, Indiana, described as follows: Commencing at the northwest corner of said Block "F ", thence North 89 degrees 51 minutes 51 seconds East along the north line of said Block "F" a distance of 67.00 feet to the Point of Beginning, thence continuing along the north line of Block "F" North 89 degrees 51 minutes 51 seconds East a distance of 3.07 feet; thence South 30 degrees 08 minutes 09 seconds East a distance of 13.86 feet; thence North 89 degrees 51 minutes 51 seconds East a distance of 49.83 feet; thence South 00 degrees 08 minutes 09 seconds East a distance of 89.83 feet; thence South 89 degrees 51 minutes 51 seconds West a distance of 60.50 feet; thence North 00 degrees 08 minutes 09 seconds West a distance of 89.00 feet; thence North 89 degrees 51 minutes 51 seconds East a distance of 0.67 feet; thence North 00 degrees 08 minutes 09 seconds West a distance of 12.83 feet to the Point of Beginning, containing 0.127 5. acres, more or less. w \ A \ \I I EX. 15' I I SANITARY I EASEMENT • B I LAND DESCRIPTION GLEBE STREET ADDITIONAL RIGHT OF WAY A part of Block "F" of the Village of WestClay, Section 3001 -A, Village Center, Part 2, the Secondary Plat of which is Recorded as Instrument Number 199909969687, Plat Cabinet 2, Slide 363, in the Office of the Recorder, Hamilton County, Indiana, located in the Southwest Quarter of Section 28, Township 18 North, Range 3 East, Clay Township, Hamilton County, Indiana, described as follows: Commencing at the northwest corner of said Block "F ", thence North 89 degrees 51 minutes 51 seconds East along the north line of said Block "F" a distance of 70.07 feet to the Point of Beginning, thence continuing along the north line of Block "F" North 89 degrees 51 minutes 51 seconds East a distance of 137.41 feet; thence South 30 degrees 08 minutes 09 seconds East a distance of 13.86 feet; thence South 89 degrees 51 minutes 51 seconds West a distance of 137.41 feet; thence North 30 degrees 08 minutes 09 seconds West a distance of 13.86 feet to the Point of Beginning, containing 0.038 acres, more or less. \ ASSUMED NORTH SCALE: 1 =20 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. 0 2' Chairback Curb and Gutter 1 C801 B Asphalt Pavement 6 c8o1 Edge of Pavement O Concrete Side Walk 3 C801 7 Handicap Ramp �01 0 Trash Dumpster w/ Enclosure 11 al�i Concrete Pad for Trash Dumpster $ C801 O Landscaping -Grass 2' Chairback Curb w /out Gutter 2 C8 11 2' Chairback Curb w/ Vally Gutter 16 csol 0 9' x 20' Parking Spaces - 82 9' x 20' Angled Parking Spaces - 12 8' x 23' Parallel Parking Spaces - 10 0 9' x 20' Handica p 9 Spaces - 4 Parkin P 0 Total Parking Spaces - 108 �-- Traffic Flow Arrow Additional Right of Way NOTE: SEE ARCHITECTURAL PLANS BY OTHERS FOR BUILDING DIMENSIONS AND EXACT LOCATIONS OF UTILITY SERVICE LINES. DOCKET N0. TAC 2E ,o C� 20 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 J TO BACK OF CURB 3. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO lixA VERIFY ALL EXISTING UTILITIES AND CONDITIONS ` ion PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE THE O CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF `\ w 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 � Q RESUMED. \\ 4. VERIFY SIGN LOCATIONS AND SIGN REQUIREMENTS WITH z LOCAL GOVERNING AUTHORITIES. 5. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO \ 4 w CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. W 6. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE E-1 PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 7. ALL DIMENSIONS TO THE BUILDINGS ARE TO THE OUTSIDE OF Ct THE BUILDING FOUNDATION WALL. 1 8. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS & ' BUILDING SQUARE FOOTAGE. ` 9. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE r----q 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 C'ONTRACTION JOINTS LOCATIONS. A4 0 2' Chairback Curb and Gutter 1 C801 B Asphalt Pavement 6 c8o1 Edge of Pavement O Concrete Side Walk 3 C801 7 Handicap Ramp �01 0 Trash Dumpster w/ Enclosure 11 al�i Concrete Pad for Trash Dumpster $ C801 O Landscaping -Grass 2' Chairback Curb w /out Gutter 2 C8 11 2' Chairback Curb w/ Vally Gutter 16 csol 0 9' x 20' Parking Spaces - 82 9' x 20' Angled Parking Spaces - 12 8' x 23' Parallel Parking Spaces - 10 0 9' x 20' Handica p 9 Spaces - 4 Parkin P 0 Total Parking Spaces - 108 �-- Traffic Flow Arrow Additional Right of Way NOTE: SEE ARCHITECTURAL PLANS BY OTHERS FOR BUILDING DIMENSIONS AND EXACT LOCATIONS OF UTILITY SERVICE LINES. DOCKET N0. TAC G\STER�; No. 10000075 STATE OF ��,nrrununnnaa� DATE: 6/30/06 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2006) Schneider THE SCHNEIDER CORPORA110N 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 2E ,o C� 20 J O 0 c lixA CL L. ion O z 0 w G\STER�; No. 10000075 STATE OF ��,nrrununnnaa� DATE: 6/30/06 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2006) Schneider THE SCHNEIDER CORPORA110N 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 � ctS O r 4 W � Q CD z �z O p w Q W Q) T° E-1 Ct � � z r----q 0 A4 EXISTING R/YLAN, I 1 1' ' SOUTHWEST LAND DESCRIPTION TOWNEHOMES No. 1 THROUGH 4 A part of Block "F" of the Village of WestClay, Section 3001 —A, Village Cen Part 2, "" is Recorded as Instrument Number 199909969687, Plat Cabinet 2, Slide 363, in ff County, Indiana, located in the Southwest Quarter of Section 28, Township 18 North, Ra Hamilton County, Indiana, described as follows: Beginning at the southwest corner of said Block "F ", North 23 degrees 51 minutes 51 seconds East a alon e west line of said Block "F" a distance of 156.00 feet to a tangent curve to the left having a radius of 110.00 fee , the radius point of which bears North 66 degrees 08 minutes 09 seconds West; thence northwesterly along said curve an arc distance of 46.08 feet to a point which bears North 89 degrees 51 minutes 51 seconds East from said radius point; thence continuing along the west line of said Block "F" North 00 degrees 08 minutes 09 seconds West a distance of 120.74 feet; thence North 89 degrees 51 minutes 51 seconds East a distance of 83.04 feet; thence South 00 degrees 08 minutes 09 seconds East a distance of 287.05 feet; thence South 66 degrees 08 minutes 09 seconds East a distance of 131.42 feet; thence South 19 degrees 26 minutes 22 seconds West a distance of 81.51 feet to a tangent curve to the right along the south line of said Block "F" having a radius of 440.00 feet; the radius point of which bears North 19 degrees 26 minutes 22 seconds East; thence northwesterly along said curve an arc distance of 33.98 feet to a point which bears South 23 degrees 51 minutes 51 seconds West from said radius point; thence continuing along the south line of said Block "F" North 66 degrees 08 minutes 09 seconds West a distance of 237.76 feet to the Point of Beginning, containing 1.070 acres, more or less. FOR CONTINUATION SEE SHEET C101 M I \ \ — O _o C \ A f — A O �° EX. — 15' I I W — H t& SANI RY I O 23 Q ;� A — �pF� J EASEMENT I ,� H — C.0 CL �. �;� t ASSUMED NORTH � SCALE: 1 20 — — A o � I , t _5_ i?TI[_ 1_Y E IM-F. i L:. I �_E I i, HOLEY MOLEY SAYS "DON'T DIG BLINDW "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. A. (- EXISTING VILLAGE OF WESTCLAY DAPARTMENT BUI..-,!,,,ING #1 (D 2' Chairback Curb and Gutter caoi O Asphalt Pavement 6 �01 cQ Edge of Pavement O Concrete Side Walk C801 E Handicap 7 O P Ram P c8o1 K'T1 \ Trash Dumpster w/ Enclosure C801 0 Concrete Pad for Trash Dum ster 8 P 0801 O Landscaping —Grass a 2' Chairback Curb w /out Gutter 2 0801 2' Chairback Curb w/ Vally Gutter 16 c8o1 0 9' x 20' Parking Spaces — 82 \ 9' x 20' Angled Parking Spaces — 12 \ 8' x 23' Parallel Parking Spaces — 10 Ox 9' x 20' Handicap Parking Spaces — 4 P 0 Total Parking Spaces — 108 a- Traffic Flow Arrow NOTE: SEE ARCHITECTURAL PLANS BY OTHERS FOR BUILDING DIMENSIONS AND EXACT LOCATIONS OF UTILITY SERVICE LINES. DOCKET N0. TAC 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 V TO BACK OF CURB 3. IT SHALL BE THE RESPONSIBILITY Of EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS Q PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE THE C� CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF i THE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS FOR 0 EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR V SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF EXISTING ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE OC PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR ALLAGE OF WESTCLA y RESUMED. - — � 4. KHARA SPA 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 W COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 7. ALL DIMENSIONS TO THE BUILDINGS ARE TO THE OUTSIDE OF THE BUILDING FOUNDATION WALL. 8. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS & EXISTING BUILDING SQUARE FOOTAGE. 'ILLAGE OF W 9• THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY MMERCIAL- APARTMENT COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF BUILDING #3 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. A. (- EXISTING VILLAGE OF WESTCLAY DAPARTMENT BUI..-,!,,,ING #1 (D 2' Chairback Curb and Gutter caoi O Asphalt Pavement 6 �01 cQ Edge of Pavement O Concrete Side Walk C801 E Handicap 7 O P Ram P c8o1 K'T1 \ Trash Dumpster w/ Enclosure C801 0 Concrete Pad for Trash Dum ster 8 P 0801 O Landscaping —Grass a 2' Chairback Curb w /out Gutter 2 0801 2' Chairback Curb w/ Vally Gutter 16 c8o1 0 9' x 20' Parking Spaces — 82 \ 9' x 20' Angled Parking Spaces — 12 \ 8' x 23' Parallel Parking Spaces — 10 Ox 9' x 20' Handicap Parking Spaces — 4 P 0 Total Parking Spaces — 108 a- Traffic Flow Arrow NOTE: SEE ARCHITECTURAL PLANS BY OTHERS FOR BUILDING DIMENSIONS AND EXACT LOCATIONS OF UTILITY SERVICE LINES. DOCKET N0. TAC ON T. %. �aPGiSTERF No. 10000075 ?o STATE OF NAL rr►nnnnm�� DATE: 6/30/06 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2006) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 301 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering 2 c3 V LU Q A C� .� 0 � V 0 OC OC 0 IL LL CL C4 � 0 0 _z W ON T. %. �aPGiSTERF No. 10000075 ?o STATE OF NAL rr►nnnnm�� DATE: 6/30/06 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2006) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 301 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering 10' DU DATE: PROJECT NO.: 6/30/06 1238.057 DRAWN BY: CHECKED BY: DCC SHEET TITLE: SITE PLAN DRAWING FILES: N: \1238 \057 \DWGS \C101- 102.DWG XREF: 020- BS.DWG, 026- BS.DWG, 057- BS.DWG XREF: 043- BS.DWG XREF: 3001ABS.DWG, 3004BS.DWG XREF: SITEMEET, 1238043t.DWG XREF: MID- BS- VILLAGE.DWG SHEET NO.: (Cn(02 U� Q � cKS o � O O Q Q) V O A4 10' DU DATE: PROJECT NO.: 6/30/06 1238.057 DRAWN BY: CHECKED BY: DCC SHEET TITLE: SITE PLAN DRAWING FILES: N: \1238 \057 \DWGS \C101- 102.DWG XREF: 020- BS.DWG, 026- BS.DWG, 057- BS.DWG XREF: 043- BS.DWG XREF: 3001ABS.DWG, 3004BS.DWG XREF: SITEMEET, 1238043t.DWG XREF: MID- BS- VILLAGE.DWG SHEET NO.: (Cn(02 (4�( I EXI STI�LGI Village -of- WestClay_ BLOCK "J" 'k, y rr �fyf ASSUMED NORTH SCALE: 1 "= 20 ' HOLEY MOLEY SAYS "DON'T DIG BLINDT "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. 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 WALL. 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 JI 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. -�= Existing Storm Sewer L111 � �t t� i �. I 1 I I L -JVV �.JV � � rnrn � � a New Storm Sewer I~1 _ '\ ..._ �;; LJJ a0 CO 897.35 GU 0000 o _I '_ 1 (9 i 897.89 TC a I 9Qi7 896.3 I � 899.87 T Q ��, - I 0 F-z I r _..I.... 899.37 G T ;g- =GUT 897.79 Ex. 51' R /w� �� ° -• � - �•�'�- 89� 9 uTu; Existing Sanitary ewer ff ,1 896.03 ¢ LLj 9, j 9 y GFFE = 896.08 � - z I- 898.15 TC 897.96 TC IIa 11. 4% 897.46 GUT �9 9> �� 1 ,ELEV .................................._.. ..._....w...............__..... -� i I :( 897.65 GUT 0 3 > S I` 902.0 - 900.10 T - �� 96� �8� ,cG �f 10 STUB TO New Sanitary Sewer _a -8 9.42 899.60 T - - q �cA��G �� 1` BE REMOVED f`' "f 900.31 TC 239 \ \\ jog \ !� TC= 898.10 OOQ ' I f Exlstln Contour 899.81 GUT {� 6 4-01 e � 9> o _ �, = 897.45 i� 900.15 T`' - 105 �9 > x I _ C�,� _F a �,� 899.65 G T I �° TC= 897.18 �99�c E I Existing Elevation 2 c DESC g 900.20 T r _; °.... _ IST �� I � w descrl Ion a [=G - P ' C.O. � ''� � � I SA I y I X� �� 897.71 C Eq T 902.5 900.8 E O N Pavement Grade - o New avemen TC 897.21 Ti � 000.00 CD =GUT CD pp 4 I LL I i 902.5 900.8 _ 000.00 All Other Finish Grades 897.30 TC 897.63 TC r 897.13 GUT 00 1 = 896.80 GUT '< 1 \_ i I ," o0o Storm Structure Number t'� i I p`l I� T � - ��.� s. j�... TC- 897.30 Cl- ` 900.10 GUT - - ` 900 65 TC- 0 \ 1 ;.. j i f l,!` f' `.._ -; ' Vii! ��' i i c. 90015 GUT ;r r, , , 2» j --" ,� fi .J R i o0o Sanitary Structure Number LLJ " lam, 1 ^ _J s✓ x., a• l 900.66 T �� I � o t . F- ATE r 1 900.16 G T,- \ L1J o :' ,;r LA ; y.f� 902.3 - / , ,'r'j _ \ �, I c: 897.71 TC , � _ . � C.O. Clean Out -- � � � � � `f r,,f - c $96:41 ��; ; ,� � i Q _. 897.77 TC 897.21 GUT / 6.4 - 900 28 1.75 9 -�- _ \ I HP GUT '_t_ =GUT I r` ° ! I 900.75 TC \ 89913 T ~ 13.1 �� OU �� - - /° IZV '� 900.51 T ,�, �, 900.25 GUT I 898.63 G T �' °o � FIOW Arrow ' �` f •i/ PROPOSED T ° ° NOTE: CONNECT TO EXISTING 0 , / , / ::�: / 1 f�`/ '• � r o 0 od oo :�a� 897.35 97.65 Ivl f r rya ; . 896.6 - STORM SEWER _... - - � � 902.1 ,.. 900.01 .59 TC r/ r•.. <• � -. :�-, 897.09 GUT � sw - - , 6 Subsurface Drain . TOWN H OM INVERT STUB F• J :i.. .l:.f nn .n Tn i :rJ....., n I RT OF 18 RCP FOR CONTINUATION SEE SHEET C104 IE 000.00 0 M Swale E Burried Electric STRICT T Burried Telephone CLAY TOWNSHIP REGIONAL WASTE DISTRICT SANITARY SEWER STRUCTURE NUMBER PREFIX: G Burried Gas Line NOTE vwc -000 1. ALL EXISTING PAVEMENT SHALL BE SAWCUT, (Village of WestClay - Structure number) FFE First Floor Elevation REMOVED AND REPLACED, WHERE NEW PAVEMENT GFFE Garage Finished Floor Elevation IS TO BE INSTALLED ADJACENT TO EXISTING g PAVEMENT. 2. UTILITY WORK THAT OCCURS WITHIN RIGHT OF WAY MUST BE PERMITTED THROUGH THE CITY OF CARMEL BOARD OF PUBLIC WORKS. NOTE: SEE ARCHITECTURAL PLANS BY OTHERS FOR BUILDING DIMENSIONS AND EXACT LOCATIONS OF UTILITY SERVICE LINES. DOCKET N0. TAC� pON T. �Q G\STEIj� �.� o F- No. 10000075 -;0- STATE OF _.344w� 1 / L DATE: 6/30/06 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2006) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 301 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering UD 6/30/06 Im DRAWN BY: CHECKED BY: ,O �O DEVELOPMENT PLAN DRAWING FILES: N: \1238 \057 \DWGS \C103- 104.DWG XREF: 020- BS.DWG, 026- BS.DWG, 057- BS.DWG LUc� XREF: 3001ABS.DWG, 3004BS.DWG XREF: SITEMEET, 1238043t.DWG XREF: MID- BS- VILLAGE.DWG �CIO �MM -s O V 0 c =O n LLI IL H O vi z CD w pON T. �Q G\STEIj� �.� o F- No. 10000075 -;0- STATE OF _.344w� 1 / L DATE: 6/30/06 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2006) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 301 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: UD 6/30/06 1238.057 DRAWN BY: CHECKED BY: DCC SHEET TITLE: DEVELOPMENT PLAN DRAWING FILES: N: \1238 \057 \DWGS \C103- 104.DWG XREF: 020- BS.DWG, 026- BS.DWG, 057- BS.DWG XREF: 043- BS.DWG XREF: 3001ABS.DWG, 3004BS.DWG XREF: SITEMEET, 1238043t.DWG XREF: MID- BS- VILLAGE.DWG �CIO �MM O �I 0 � Q Q) r0 E--� tw W DATE: PROJECT NO.: 6/30/06 1238.057 DRAWN BY: CHECKED BY: DCC SHEET TITLE: DEVELOPMENT PLAN DRAWING FILES: N: \1238 \057 \DWGS \C103- 104.DWG XREF: 020- BS.DWG, 026- BS.DWG, 057- BS.DWG XREF: 043- BS.DWG XREF: 3001ABS.DWG, 3004BS.DWG XREF: SITEMEET, 1238043t.DWG XREF: MID- BS- VILLAGE.DWG SHEET NO.: x F 5 A � 7 f & i s f ;s t f r f y^ f rf t+ } Pr J~ t} 9 r. l f I LLLn .�•s t,1 f !f + FOR CONTINUATION SEE SHEET C103 10' STUB TO BE REMOVED TC= 898.10 '71 = 897.45 Q I- .Q Cn � Lk CD M�D Cj D CD W - Q LLJ j Q Q W F Q.� O Q W O f ••pZ r4 r `^L f�' f_ ctof Cn < w n Q CD I z - ... -:: 4ir: ...•ie+:::S:iS " ":::: :z::�.. ...SIPZJ::�Y f� y.J C.D _< or_ _ • 1-v, i .,J •..,.f �o 15 c5l"I I- « .. .. .. . •sr.uurr.,. '� � '4 ��• """"'•••�+• ^�•e< . rr. u. ..�...•,w�.....mr.�....- n..ee.. r..a..n...�r..n .vn.n.n.nn.r...v.vee.v.r. r..au.- vv..u.ru..0 �•��± .......... �•.•.•..+...n.�... .......... > y ......... iy�...: �,., 1. X �' �z— ztiPifvtififllf :zfh- E.s•1tC.•:.tRC:' � }'••�R y : ~::• 133111( 5 • —'�::� ^:ti. f •z��ftFfA.ifffi' � «.-. e.: ztt4Mi *+� �-= :�L?R��f: CLAY TOWNSHIP REGIONAL WASTE DISTRICT SANITARY SEWER STRUCTURE NUMBER PREFIX: VWC -000 (Village of WestClay — Structure number) NOTE: SEE ARCHITECTURAL PLANS BY OTHERS FOR BUILDING DIMENSIONS AND EXACT LOCATIONS OF UTILITY SERVICE LINES. i i ASSUMED NORTH SCALE: 1 "= 20 ' HOLEY MOLEY SAYS "DON'T DIG BLIND" "ITS 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. 14(a] n FZ 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 WALL. 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. IlrJl - OOp X ELEV DESC X111 11 1000.0 o 000 000 C.O. � 000.00 E T r FFE GFFE Existing Storm Sewer New Storm Sewer Existing Sanitary Sewer New Sanitary Sewer Existing Contour Existing Elevation w/ description New Pavement Grade All Other Finish Grades Storm Structure Number Sanitary Structure Number Clean Out Flow Arrow 6" Subsurface Drain Swale (E) Burried Electric Burried Telephone Burried Gas Line First Floor Elevation Garage Finished Floor Elevation DOCKET N0. TAC 1§ oo..?� �P -• �GISTER No. 10000075: � STATE OF _= O /VD !ANP . !ZONAL Law** DATE: 6/30/06 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 �b XREF: 043- BS.DW6 XREF: 3001ABS.DWG, 3004BS.DWG XREF: SITEMEET, 1238043t.DWG XREF: MID- BS- VILLAGE.DWG SHEET NO.: a� Cz O PJAM a0 N 0 2Z Cn L-Li 1§ oo..?� �P -• �GISTER No. 10000075: � STATE OF _= O /VD !ANP . !ZONAL Law** DATE: 6/30/06 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: PROJECT NO.: 6/30/06 1238.057 DRAWN BY: CHECKED BY: DCC SHEET TITLE: DEVELOPMENT PLAN DRAWING FILES: N: \1238 \057 \DWGS \C103- 104.DWG XREF: 020- BS.DWG, 026-BS-DWG, 057-BS-DWG XREF: 043- BS.DW6 XREF: 3001ABS.DWG, 3004BS.DWG XREF: SITEMEET, 1238043t.DWG XREF: MID- BS- VILLAGE.DWG SHEET NO.: Cz O r Q) � W Ia., w z 0 � Q z 0 0 :2i Q � Q) O DATE: PROJECT NO.: 6/30/06 1238.057 DRAWN BY: CHECKED BY: DCC SHEET TITLE: DEVELOPMENT PLAN DRAWING FILES: N: \1238 \057 \DWGS \C103- 104.DWG XREF: 020- BS.DWG, 026-BS-DWG, 057-BS-DWG XREF: 043- BS.DW6 XREF: 3001ABS.DWG, 3004BS.DWG XREF: SITEMEET, 1238043t.DWG XREF: MID- BS- VILLAGE.DWG SHEET NO.: DATE: PROJECT NO.: 6/30/06 1238.057 DRAWN BY: CHECKED BY: DCC SHEET TITLE: DEVELOPMENT PLAN DRAWING FILES: N: \1238 \057 \DWGS \C103- 104.DWG XREF: 020- BS.DWG, 026-BS-DWG, 057-BS-DWG 240' OF 8» PVC M -t: / 1 4' f ff' Ei a BLOCK "J" I E Lf L_ LL I 1;.. J fj. _U, A 0 11 1+ 1 N71r � J . , IT & 1 - VILLAGE OF WESTCLAY SECTION 3001 -A THE VILLAGE CENTER PART 2, BLOCK "F" FOR CONTINUATION SEE SHEET C106 ,t f t f _.. �= AGE � 1 � { E f f 3 f e ® I %I* s� � F s� 0 .s m Qua PRE =2.9 cfs —� ALTERNA MPORARY. CONSTRUCTION ENTRANCE � - WARNING- �� THIS SHEET TO BE USED FOR STORMWATER POLLUTION PREVENTION PURPOSES ONLY. FOR ANY OTHER INFORMATION SEE DEVELOPMENT PLAN. o o e e e o SEE SHEETS C803 -804 FOR ALL STORMWATER � POLLUTION PREVENTION PLAN DETAILS &NOTES ASSUMED NORTH SCALE: 1"=20 ' 0 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. Existing Storm Sewer New Storm Sewer Existing Sanitary Sewer New Sanitary Sewer Existing Contour •'.�. HATCH PATTERN DENOTES TEMPORARY SEEDING j/ HATCH PATTERN DENOTES PERMANENT SEEDING HATCH PATTERN DENOTES EROSION CONTROL BLANKET � CURB INLET SEDIMENT BARRIER (TYP) 2z BEEHIVE INLET PROTECTION C= DANDY BAG OR EQUAL (TYP) POLLUTION PREVENTION PLAN STRAW BALES (TYP) � SILTATION FENCE -- — CONSTRUC110N LIMITS is TEMPORARY SEDIMENT FILTER/BARRIER NOTE: EARTH MOVING MAY NOT COMMENCE UNTIL ITEMS 1 -9 OF "SPECIFIC STORMWATER POLLUTION PREVENTION PLAN NOTES" ON C804 HAVE BEEN COMPLETED IN ADDITION TO ITEMS DEPICTED ON PLAN. NOTE: RULE 5 REQUIRES ALL DISTURBED AREAS THAT WILL POTENTIALLY BE IDLE FOR 15 DAYS OR MORE TO BE STABILIZED (SEEDED, MULCHED, ETC.) IMMEDIATELY. FRE(CEIVING WATE R-ELLIOT CREEK CONTACT PERSON: KEVIN KRULIK BRENWICK DEVELOPMENT 12821 E. NEW MARKET ST., SUITE 200 CARMEL, IN 46032 (317) 574 -3400 NOTE: ADDITIONAL STORMWATER POLLUTION PREVENTION MAY BE REQUIRED IN THE FIELD BY HAMILTON COUNTY SURVEYOR'S OFFICE OR THE CITY OF CARMEL. 0� -T No. 10000075 -;0- STATE OF /0 N A L DATE: 6/30/06 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 PROJECT NO.: 6/30/06 0 � fC= 2z C= C= POLLUTION PREVENTION PLAN DRAWING FILES: N: \1238 \057 \DWGS \C105- 106.DWG XREF: 020- BS.DWG, 026- BS.DWG, 057- BS.DWG XREF: 043- BS.DWG XREF: 3001ABS.DWG, 30048S.DWG XREF: SITEMEET, 1238043t.DWG XREF: MID- BS- VILLAGE.DWG SHEET NO.: � Q� 9 Ct 0 L2 Vq= Q0 C/) V) LLJ 0� -T No. 10000075 -;0- STATE OF /0 N A L DATE: 6/30/06 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: PROJECT NO.: 6/30/06 1238.057 DRAWN BY: CHECKED BY: DCC SHEET TITLE: PRE - CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN DRAWING FILES: N: \1238 \057 \DWGS \C105- 106.DWG XREF: 020- BS.DWG, 026- BS.DWG, 057- BS.DWG XREF: 043- BS.DWG XREF: 3001ABS.DWG, 30048S.DWG XREF: SITEMEET, 1238043t.DWG XREF: MID- BS- VILLAGE.DWG SHEET NO.: � Ct z � w z C) z W O E-1 � IMi L V r.....q 0 DATE: PROJECT NO.: 6/30/06 1238.057 DRAWN BY: CHECKED BY: DCC SHEET TITLE: PRE - CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN DRAWING FILES: N: \1238 \057 \DWGS \C105- 106.DWG XREF: 020- BS.DWG, 026- BS.DWG, 057- BS.DWG XREF: 043- BS.DWG XREF: 3001ABS.DWG, 30048S.DWG XREF: SITEMEET, 1238043t.DWG XREF: MID- BS- VILLAGE.DWG SHEET NO.: FOR CONTINUATION SEE SHEET C105 � m � �- WARNING- � m � THIS SHEET TO BE USED FOR STORMWATER POLLUTION PREVENTION PURPOSES ONLY. FOR ANY OTHER INFORMATION SEE DEVELOPMENT PLAN. e e o e e e e e i I ASSUMED NORTH SCALE: 1 "= 20 ' 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. �� ---� Existing Storm Sewer �. '00 STCLAY LAY MENT LAY MENT New Storm Sewer Existing Sanitary Sewer New Sanitary Sewer Existing Contour :•. HATCH PATTERN DENOTES TEMPORARY SEEDING .. • jHATCH HATCH PATTERN DENOTES PERMANENT SEEDING PATTERN DENOTES EROSION CONTROL BLANKET o �b CURB INLET SEDIMENT BARRIER (TYP) DCC BEEHIVE INLET PROTECTION SHEET TITLE: DANDY BAG OR EQUAL (TYP) POLLUTION PREVENTION PLAN STRAW BALES (TYP) � SILTATION FENCE — — — CONSTRUCTION LIMITS is TEMPORARY SEDIMENT FILTER/BARRIER NOTE: EARTH MOVING MAY NOT COMMENCE UNTIL ITEMS 1 -9 OF "SPECIFIC STORMWATER POLLUTION PREVENTION PLAN NOTES" ON C804 HAVE BEEN COMPLETED IN ADDITION TO ITEMS DEPICTED ON PLAN. NOTE: RULE 5 REQUIRES ALL DISTURBED AREAS THAT WILL POTENTIALLY BE IDLE FOR 15 DAYS OR MORE TO BE STABILIZED (SEEDED, MULCHED, ETC.) IMMEDIATELY. RECEIVING WATER=ELLIOT CREEK CONTACT PERSON: KEVIN KRULIK BRENWICK DEVELOPMENT 12821 E. NEW MARKET ST., SUITE 200 CARMEL, IN 46032 (317) 574 -3400 NOTE: ADDITIONAL STORMWATER POLLUTION PREVENTION MAY BE REQUIRED IN THE FIELD BY HAMILTON COUNTY SURVEYOR'S OFFICE OR THE CITY OF CARMEL, SEE SHEETS C803 -804 FOR ALL STORMWATER POLLUTION PREVENTION PLAN DETAILS &NOTES L I \`\\��11111II1I1I!11I/ ��i /i 'joN T IN\ �G\STER No. _ 10000075: STATE OF '1e111111'%, �/ 0 N A L e/ Low** DATE: 6/30/06 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. (200 ) x THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 301 Carmel, IN 46032 Telephone: 317.56 9.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering PROJECT NO.: 6/30/06 2 o �b CHECKED BY: DCC C2) SHEET TITLE: PRE — CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN DRAWING FILES: S8: \S 238 \057 \DWGS \C105- 106.DWG XREF: 020- BS.DWG, 026-BS-DWG, 057- BS.DWG XREF: 043- BS.DWG XREF: 3001ABS.DWG, 30046S.DWG XREF: SITEMEET, 1238043t.DWG XREF: MID- BS- VILLAGE.DWG SHEET NO.: ( 7- CD e� O &i c� Ld \`\\��11111II1I1I!11I/ ��i /i 'joN T IN\ �G\STER No. _ 10000075: STATE OF '1e111111'%, �/ 0 N A L e/ Low** DATE: 6/30/06 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. (200 ) x THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 301 Carmel, IN 46032 Telephone: 317.56 9.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 6/30/06 1238.057 DRAWN BY: CHECKED BY: DCC C2) SHEET TITLE: PRE — CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN DRAWING FILES: S8: \S 238 \057 \DWGS \C105- 106.DWG XREF: 020- BS.DWG, 026-BS-DWG, 057- BS.DWG XREF: 043- BS.DWG XREF: 3001ABS.DWG, 30046S.DWG XREF: SITEMEET, 1238043t.DWG XREF: MID- BS- VILLAGE.DWG SHEET NO.: ( 7- CD O W � W z 0 Q z � 0 Q) E—MMM-t ct C:) DATE: PROJECT NO.: 6/30/06 1238.057 DRAWN BY: CHECKED BY: DCC SHEET TITLE: PRE — CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN DRAWING FILES: S8: \S 238 \057 \DWGS \C105- 106.DWG XREF: 020- BS.DWG, 026-BS-DWG, 057- BS.DWG XREF: 043- BS.DWG XREF: 3001ABS.DWG, 30046S.DWG XREF: SITEMEET, 1238043t.DWG XREF: MID- BS- VILLAGE.DWG SHEET NO.: ( 7- CD E TI V'1 I I a g e____.o-f-- We st.0 RYLAN_D___T0WN"'Hf0'1 BLOCK "J" FOR CONTINUATION SEE SHEET C108 f / EXISTING GRASS MAINTAIN GRASS FILTER STRIP WARNING - THIS SHEET TO BE USED FOR STORMWATER POLLUTION PREVENTION PURPOSES ONLY. FOR ANY OTHER INFORMATION SEE DEVELOPMENT PLANO SEE SHEETS C803 -804 FOR ALL STORMWATER � POLLUTION PREVENTION PLAN DETAILS &NOTES � J ASSUMED NORTH SCALE: 1"=20 ' �^ .. n ....� Ott..._ 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. Existing Storm Sewer New Storm Sewer Existing Sanitary Sewer New Sanitary Sewer Existing Contour •'. �. HATCH PATTERN DENOTES TEMPORARY SEEDING ~ HATCH PATTERN DENOTES PERMANENT SEEDING VHATCH PATTERN DENOTES EROSION CONTROL BLANKET DCC CURB INLET SEDIMENT BARRIER (TYP) SHEET TITLE: BEEHIVE INLET PROTECTION g� DANDY BAG OR EQUAL (TYP) N: \1238 \057 \DWGS \C107- 108.DWG STRAW BALES (TYP) � SILTATION FENCE — — — CONSTRUCTION LIMITS is TEMPORARY SEDIMENT FILTER/BARRIER NOTE: EARTH MOVING MAY NOT COMMENCE UNTIL ITEMS 1 -9 OF "SPECIFIC STORMWATER POLLUTION PREVENTION PLAN NOTES" ON C804 HAVE BEEN COMPLETED IN ADDITION TO ITEMS DEPICTED ON PLAN. NOTE: RULE 5 REQUIRES ALL DISTURBED AREAS THAT WILL POTENTIALLY BE IDLE FOR 15 DAYS OR MORE TO BE STABILIZED (SEEDED, MULCHED, ETC.) IMMEDIATELY. RECEIVING WATER= ELLIOT CREEK CONTACT PERSON: KEVIN KRULIK BRENWICK DEVELOPMENT 12821 E. NEW MARKET ST., SUITE 200 CARMEL, IN 46032 (317) 574 -3400 NOTE: ADDITIONAL STORMWATER POLLUTION PREVENTION MAY BE REQUIRED IN THE FIELD BY HAMILTON COUNTY SURVEYOR'S OFFICE OR THE CITY OF CARMEL, `��111ttltl l l 1t1111I��i //i ()t4 T ........... Sop - Q�P. �GISTE 4b No. 10000075 ,;3_ STATE OF _ ..... %•,, 0NAL xo": DATE: 6/30/06 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. Q 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 PROJECT NO.: 6/30/06 2 DRAWN BY: CHECKED BY: DCC SHEET TITLE: STORMWATER POLLUTION g� DRAWING FILES: N: \1238 \057 \DWGS \C107- 108.DWG XREF: 020- BS.DWG, 026- BS.DWG, 057-BS-DWG XREF: 043- BS.DWG XREF: 3001ABS.DWG, 30048S.DW6 XREF: SITEMEET, 1238043t.DWG XREF: MID- BS- VILLAGE.DWG SHEET NO.: C n(07 a� Cz O a� � W E-i `��111ttltl l l 1t1111I��i //i ()t4 T ........... Sop - Q�P. �GISTE 4b No. 10000075 ,;3_ STATE OF _ ..... %•,, 0NAL xo": DATE: 6/30/06 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. Q 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: PROJECT NO.: 6/30/06 1238.057 DRAWN BY: CHECKED BY: DCC SHEET TITLE: STORMWATER POLLUTION PREVENTION PLAN DRAWING FILES: N: \1238 \057 \DWGS \C107- 108.DWG XREF: 020- BS.DWG, 026- BS.DWG, 057-BS-DWG XREF: 043- BS.DWG XREF: 3001ABS.DWG, 30048S.DW6 XREF: SITEMEET, 1238043t.DWG XREF: MID- BS- VILLAGE.DWG SHEET NO.: C n(07 Cz O � � W E-i Q) w W z o z O�O� Q� Q) bx ct CD DATE: PROJECT NO.: 6/30/06 1238.057 DRAWN BY: CHECKED BY: DCC SHEET TITLE: STORMWATER POLLUTION PREVENTION PLAN DRAWING FILES: N: \1238 \057 \DWGS \C107- 108.DWG XREF: 020- BS.DWG, 026- BS.DWG, 057-BS-DWG XREF: 043- BS.DWG XREF: 3001ABS.DWG, 30048S.DW6 XREF: SITEMEET, 1238043t.DWG XREF: MID- BS- VILLAGE.DWG SHEET NO.: C n(07 FOR CONTINUATION SEE SHEET C107 f4 { EXI STI N G V,-*11-1.age� eL i� ``h.. •ti r %� r fr i ; fr Qfj<Cj� 5 r'r { ,J jIJ j 1 J I jr J 7 l EXISTING GRASS MAINTAIN GRAS FILTER STRIP i 1 �l ASSUMED NORTH SCALE: 1"=20 ' 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. 110- W94 �1 NII�> EXISTING � — 00 GE OF WESTCLAY 'KHARA SPA EXISTING VILLAGE OF WESTCLAY COMMERCIAL— APARTMENT BUILDING #3 EXISTING GE OF WESTCLAY RCIAL— APARTMENT ;,,, rii'w+ • 4L• ntt«. is:yii;:ny;:scimeurn::�msm:csWF s �• � � ...... s: =n ,''a+smua:-'ve:.ssrx�,. ;.htt: r.:c:c;xmc. 'y:.:..^:, v +.r :•L ,� a:::n °^sm«a L�uFC =:5r s.'""'�.^'r:Cnf:L.••�.,...•� & Tip �'! traY7�iiar- 93:Sa::7e:r�t�cts'.» =i «•••r � .a Tnuq Y• :iei:.:t!r.:::�tii r .. WARNING - THIS SHEET TO BE USED FOR STORMWATER POLLUTION PREVENTION PURPOSES ONLY. FOR ANY OTHER INFORMATION SEE DEVELOPMENT PLAN. SEE SHEETS C803 -804 FOR ALL STORMWATER � POLLUTION PREVENTION PLAN DETAILS 8c NOTES � Existing Storm Sewer New Storm Sewer Existing Sanitary Sewer New Sanitary Sewer Existing Contour '.•. HATCH PATTERN DENOTES TEMPORARY SEEDING . ~ j/ HATCH PATTERN DENOTES PERMANENT SEEDING HATCH PATTERN DENOTES EROSION CONTROL BLANKET DRAWN BY: CURB INLET SEDIMENT BARRIER (TYP) DCC BEEHIVE INLET PROTECTION SHEET TITLE: DANDY BAG OR EQUAL (TYP) PREVENTION PLAN STRAW BALES (TYP) � SILTATION FENCE — — — CONSTRUC110N LIMITS is TEMPORARY SEDIMENT FILTER/BARRIER NOTE: EARTH MOVING MAY NOT COMMENCE UNTIL ITEMS 1 -9 OF "SPECIFIC STORMWATER POLLUTION PREVENTION PLAN NOTES" ON C804 HAVE BEEN COMPLETED IN ADDITION TO ITEMS DEPICTED ON PLAN. NOTE: RULE 5 REQUIRES ALL DISTURBED AREAS THAT WILL POTENTIALLY BE IDLE FOR 15 DAYS OR MORE TO BE STABILIZED (SEEDED, MULCHED, ETC.) IMMEDIATELY. RECEIVING WATER= ELLIOT CREEK CONTACT PERSON: KEVIN KRULIK BRENWICK DEVELOPMENT 12821 E. NEW MARKET ST., SUITE 200 CARMEL, IN 46032 (317) 574 -3400 NOTE: ADDITIONAL STORMWATER POLLUTION PREVENTION MAY BE REQUIRED IN THE FIELD BY HAMILTON COUNTY SURVEYOR'S OFFICE OR THE CITY OF CARMEL, oat4 T �GISTER No.+ r r r 10000075 l � 7�0_ STATE OF NDIANP . ,,,,Fs ao N A L Lmw* DATE: 6/30/06 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.schneldercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering 9!f GO- 6/30/06 2 DRAWN BY: CHECKED BY: DCC C2) SHEET TITLE: STORMWATER POLLUTION PREVENTION PLAN DRAWING FILES: K. \1238 \657 \DWG5\C107- 108.DWG XREF: 020- BS.DWG, 026- BS.DWG, 057- BS.DWG XREF: 043- BS.DWG XREF: 3001ABS.DWG, 30048S.DWG XREF: SITEMEET, 1238043t.DWG XREF: MID- BS- VILLAGE.DWG SHEET NO.: Cz O Cn oat4 T �GISTER No.+ r r r 10000075 l � 7�0_ STATE OF NDIANP . ,,,,Fs ao N A L Lmw* DATE: 6/30/06 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.schneldercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 6/30/06 1238.057 DRAWN BY: CHECKED BY: DCC C2) SHEET TITLE: STORMWATER POLLUTION PREVENTION PLAN DRAWING FILES: K. \1238 \657 \DWG5\C107- 108.DWG XREF: 020- BS.DWG, 026- BS.DWG, 057- BS.DWG XREF: 043- BS.DWG XREF: 3001ABS.DWG, 30048S.DWG XREF: SITEMEET, 1238043t.DWG XREF: MID- BS- VILLAGE.DWG SHEET NO.: Cz O U Q) � w w z CD z 0 Q) Z 0 1� DATE: PROJECT NO.: 6/30/06 1238.057 DRAWN BY: CHECKED BY: DCC SHEET TITLE: STORMWATER POLLUTION PREVENTION PLAN DRAWING FILES: K. \1238 \657 \DWG5\C107- 108.DWG XREF: 020- BS.DWG, 026- BS.DWG, 057- BS.DWG XREF: 043- BS.DWG XREF: 3001ABS.DWG, 30048S.DWG XREF: SITEMEET, 1238043t.DWG XREF: MID- BS- VILLAGE.DWG SHEET NO.: REQUIREMENT. murumu hd HOLEY MOLEY SAYS FOUNDERS BLDG. 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO PRO OSED CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. "DON'T 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE DIG PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 1+35 BLIND 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD TILITY LOCATIONS BEFORE CONSTRUCTION C.0 VERIFY ALL U Ld TING TREES. 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXIS jj 5. ALL WYE, LATERAL AND PROFILE STATIONS ARE FROM THE NLAREST DOWNSTREAM MANHOLE. (MH) ASSUMEDNORTH "IT'S THE LAW" 6. WYES AND LATERALS TO BE 6" PIPE UNLESS OTHERWISE CALL 2 WORKING DAYS BEFORE YOU DIG 235 SPECIFIED. 91 234 ME & IAT. 15 S 1+52 SCALE. 1 30 1-800-382-5544 7. ALL WYE CONNECTIONS SHALL HAVE A MINIMUM OF FIVE (5) CALL TOLL FREE FOOT LATERAL EXTENSION CONNECTED TO THE WYE, OR EXTEND TO THE U11LITY AND DRAINAGE EASEMENT OF THE PER INDIANA STATE LAW IS-69-1991. LOT, WHICHEVER IS GREATER, BUT IN NO CASE SHOULD THE IT IS AGAINST THE LAW TO EXCAVATE END OF THE LATERALS BE CLOSER TH WITHOUT NOTIFYING THE UNDERGROUND AN FIVE (5) FEET TO LOCATION SERVICE TWO (2) WORKING THE BUILDING LINE, UNLESS NOTED OTHERWISE. THE END OF 21"Y if DAYS BEFORE COMMENCING WORK. THE LATERAL SHALL BE PLUGGED OR CAPPED, UNLESS f! L OTHERWISE NOTED. y 8. LATERALS RUNNING TO THE OPPOSITE SIDE OF THE STREET SHALL EXTEND TO THE UTILITY AND DRAINAGE EASEMENT 27 OF THE LOT, BUT IN NO CASE SHOULD THE END OF THE AN FIVE (5) FEET TO THE BUILDING LATERALS BE CLOSER TH LINE, UNLESS OTHERWISE NOTED. 9. FINAL BACKFILL FOR WATER MAINS, WATER SERVICE LATERALS, SANITARY MAINS AND SANITARY SERVICE LATERALS UNDER AND WITHIN 5-FEET OF PAVEMENT SHALL C5 n BE B-BORROW FOR STRUCTURAL BACKFILL MEETING THE CI _+_ 1% WYE LAT. MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE OF THE MATERIAL PLACED. THE BACKFILL FOR THE TOP 6- 95% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH ASSUMED NORTH INCHES OF THE EXCAVATION BELOW THE START OF THE (]IiVAI�d) AGGREGATE SUBBASE OF THE PAVEMENT SHALL BE NO. 53 STONE MEETING THE MATERIAL REQUIREMENTS OF THE INDOT SCALE* 1 30 AND SHALL BE COMPACTED TO NOT LESS THAN 95 M LLJ G STANDARD PROCTOR DENSITY. IF THE STANDARD PRACTICE Cn LL1 M a$h EX. OF THE UTILITY THAT HAS JURISDIC11ON OVER THE a == 4, INSTALLA11ON HAS A MORE STRINGENT FINAL BACKFILL -_- THE MORE STRINGENT REQUIREMENT -�_ -HA SANITARY SEWER PROFILE C/� LLJ __ GOVERN. Existing TBM �44 ' ' Granular Backfill JV lU%.P UlVo HUM Vol LATERALS SHALL BE IN ACCORDANCE NTH THE STANDARD « BENCHMARK ~/ 10. ANY UTILITY OR LATERAL CROSSINGS CLOSER THAN 8 INCHES =E |N SEPARATION RE0U|RES CONCRETE ENCASEMENT. SEPARATION CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT | � C CD C) , EAST SIDE HOOVER RD �� T� ' �F ��R)�� ' 11 FOR INSTALLATION OF STORM WmN� WATER MAINS, SANITARY ' MAINS, WATER SERVICE LATER^LS, SANITARY SERVICE LATERALS LL FARM ENTRANCE. INSTALLATION. UNDER CITY 3TREET3, REGARDLESS OF THE JURISDICTION OF THE ELEVATION - 893' 39 LLJ UnU' TY THE M|w|mUw COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALLBE TxE PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND 'SANITARY SEWER PLAN AGGREGATE MATERIAL ABOVE THE SUBGRAD[) PLUS 1-0^ IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT COVER 920 CLAY TOWNSHIP REGIONAL WASTE DISTRICT REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL ��N|T�� UN�� ^°"`'''"`' ��`.^�^ �T�U7�|A� NUk�A�� A��` ""^"°'=`� '`°="^"` PREFIX: GOVERN. \0V7-OOO 11 B�DN��UN��G�0��A BA�F�MA�R�� U ,,,° °°° U PLACEMENT AND C0MPAC110N FOR WATER MAINS, WATER |U XMI f W �rl (Z� + SERVICE LATERALS, SANITARY MAINS AND SANITARY SERVICE 915 SANITARY SEWER PROFILE C/� LLJ Existing New Grade Granular Backfill C2) lU%.P UlVo HUM Vol LATERALS SHALL BE IN ACCORDANCE NTH THE STANDARD LLI =E PRAC CE OF THE UTILITY THAT HAS JURISDICTION OVER THE C CD C) cc C> CD IL LL INSTALLATION. LLJ 'SANITARY SEWER PLAN SCALE: 1 "30 920 920 ... ....... . ...... .. 915 915 C:) CD Lj I CD Uj CD M Uj I CD Mi 910 910 Of :M Of of Cn Cn CO Qf 2 Cn CD co co co co co 905 905 C"i CD M M (__)rnC000 3: C6 co i,.- CD CO co U CID 00 00 U-) 00 00 z? Z*lz 00 00 C:) co-c:) Cf) 00 a_- co C) Of C3 �-_ !._� >< W Cn I.- >< Cn C21 --------------- ---------- Uj 900 -- - ------------ - . ............ . ..... ---------- __900 111A I 895 Z -895----. . ...... . . ....... 890 890 . ..... ....... ...... . 1.00% 11 0 01 0.45% 8"PVC LJ 0.45% 8"PVC 885 885 .......... — 880 880 - - -- --- - --------- SANITARY SEWER PROFILE C/� ^ O[Z ^, ` 1"=50' SCALE. 1 v 5» \�[l Existing New Grade Granular Backfill NX so 00 DATE 6/30/08 THIS DRAWING AND THE mcAs ocsmvs AND onwCEPrn nowTA/msD HEREIN ARE THE sxcmSIvc /wTEuscruAL pempsRrr OF THE sCHwE/osn nnePmnAnnw. AND ARE NOT TO BE USED on nspennoosn. IN WHOLE on IN PART, WITHOUT THE wm/ncw CONSENT orTHE snHws/osn conponAnow. U U Schne*ider THE SCHNE]DER CORPORAFION 12821 E. New Market Street Suite 301 ComneL IN 48032 Telephone: 317.569.8112 Fox: 317.826.6410 www.sohnnideroorp.corn Architecture Civil Engineering Environmental Engineering Geoteohn|oo| Services G|S * U3 Horne Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering C/� C2) LLI 0 cc IL LL LLJ NX so 00 DATE 6/30/08 THIS DRAWING AND THE mcAs ocsmvs AND onwCEPrn nowTA/msD HEREIN ARE THE sxcmSIvc /wTEuscruAL pempsRrr OF THE sCHwE/osn nnePmnAnnw. AND ARE NOT TO BE USED on nspennoosn. IN WHOLE on IN PART, WITHOUT THE wm/ncw CONSENT orTHE snHws/osn conponAnow. U U Schne*ider THE SCHNE]DER CORPORAFION 12821 E. New Market Street Suite 301 ComneL IN 48032 Telephone: 317.569.8112 Fox: 317.826.6410 www.sohnnideroorp.corn Architecture Civil Engineering Environmental Engineering Geoteohn|oo| Services G|S * U3 Horne Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering C/� C2) 920 915 910 N� iiy AMON, 1 =01 1 N ON 0 1 �1�� /'i I TBM #44 USGS BENCHMARK CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE FARM ENTRANCE. ELEVATION — 893.39 CLAY TOWNSHIP REGIONAL WASTE DISTRICT SANITARY SEWER STRUCTURE NUMBER PREFIX: VWC -000 (Village of WestClay — Structure number) ASSUMED NORTH SCALE: 1"=30 ' � J w W � � w N z �CW CI] C� M 00 N N `� O `t U �O NOS Beehive Inlet Detail Q XREF: 3001 ABS.DWG XREF: 30046S.DWG O ' Q) N...cy -�o _ 2 0o O C- X r_: 00 1 - �U> Z W F= 07 0oz O p Cn 1- Z (n clfU> Of O X > N W N z �� LLIC„�ZZ ^ � W O o X X LLJ ---------- W W 72' 0.62% 12 "RCP t iz _Z-15 SANITARY ESNT. 108 7= L� REMOVE 21' OF EXISTING 12" RCP PIPE EX Tc =89 . � -11 EX. I_ N (12' NWT / �,o�,� \ 106 \ _ �.,_ 4 , _'i is 105 \ O( �/ \3 EX. ! 72z CR 71( a 3( 104 ( j Ld Q 1.75% > > iz -- - I N LSAWCUT EDGE OF EXIS - ASPHALT EXISTING ASPHALT PARKING LO J IGY '-8896.62 IV -8927 (12 SE&NW) EXISTING _.... ASPHALT PARKING LOT I r jjJJ � I EiCI CLass. I EX. INV- 8.?jj§ (12' NW) EX INV -891.8 118' N&S) STORM SEWER PLAN - \��---- - - - - -- —'l,— - - - -_ ___- - - - - -- 37' OF 18" RCP BUILD WITH KHARA SPA (1238.043) 68' OF 18" RCP BUILD WITH — — 4 I COMMERCIAL APT. BLDG # 3 (1238.020) EX. 37' — EX. 68' — _11 I LJ ��— o �„i Sheet � w Description P C803 1 Bedding Detail - Reinforced Concrete Pipe (RCP) C803 5 Straight Curb Inlet Detail C803 V) Cn I_ Beehive Inlet Detail Q XREF: 3001 ABS.DWG XREF: 30046S.DWG C803 2 Storm Manhole Detail �� 8 Precast Concrete End Section C803 9 RipRap Detail ® End Section Of O Cn Z Z N W N z �� ^ � W O o z LLJ _ _ CD z __ M U0 0, 11) W Z (n J 00 W z Cn �� z cn W .� -1 -J N N_ M In [if O O C.) CID rn I z N in Z r- `� �� w (n tf) p U co t, rn W —� Z �� W �' Cn U �j C� U �-j �� 00 CD co m �� `� M O Of U) J O N z 00 DD �� W CXJ 00 z �� m Z Z- C3) � �z O X00 000 CO ��Z� co O Z Uco _ C7� Z - 00 N�� UZZ CDro � �rn 00 � CJ� �� co CD 00 V t\ I� Q� O CO I— U C" U , � CO c0 ? 900 Of V» ��ZZO �ZO P7Xco00 00 �U» cnFzz (nL' -'Cz 00— Z - - - - - - - n F K(3 O L10 V) ��zzz 11 WW W W - \��---- - - - - -- —'l,— - - - -_ ___- - - - - -- 37' OF 18" RCP BUILD WITH KHARA SPA (1238.043) 68' OF 18" RCP BUILD WITH — — 4 I COMMERCIAL APT. BLDG # 3 (1238.020) EX. 37' — EX. 68' — _11 I LJ 47' 32' u 53' 0.70% 1.30 1.307 37' 12 "RCP 12 "RCP 12 "RCP 0.55% 15 "RCP 69' LJ 27' 0.50% 0.55% 18 "RCP 1 Q "Df'C 40' 0.60% ASSUMED NORTH 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 IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCAT10N SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. 1' �' Imo, �\ � � �•� ' I ' -� 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. 5. FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY MAINS, WATER SERVICE LATERALS, SANITARY SERVICE LATERALS UNDER CITY STREETS, REGARDLESS OF THE JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE PAVEMENT SEC11ON THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1 -0'. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT COVER REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. 145' 0.60% 18 "RCP STORM SEWER PROFILE SCALE.- 1 " =30' W I O z 920 ��— o �„i Sheet Detail Number Description P C803 1 Bedding Detail - Reinforced Concrete Pipe (RCP) C803 5 Straight Curb Inlet Detail C803 3 Beehive Inlet Detail Q XREF: 3001 ABS.DWG XREF: 30046S.DWG C803 2 Storm Manhole Detail C803 8 Precast Concrete End Section C803 9 RipRap Detail ® End Section Of O n LL W W M —' 47' 32' u 53' 0.70% 1.30 1.307 37' 12 "RCP 12 "RCP 12 "RCP 0.55% 15 "RCP 69' LJ 27' 0.50% 0.55% 18 "RCP 1 Q "Df'C 40' 0.60% ASSUMED NORTH 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 IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCAT10N SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. 1' �' Imo, �\ � � �•� ' I ' -� 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. 5. FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY MAINS, WATER SERVICE LATERALS, SANITARY SERVICE LATERALS UNDER CITY STREETS, REGARDLESS OF THE JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE PAVEMENT SEC11ON THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1 -0'. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT COVER REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. 145' 0.60% 18 "RCP STORM SEWER PROFILE SCALE.- 1 " =30' W I O z 920 I 76' I I I 2.007 12' 12 "RCP 2.00% � "DrD L J Existing Grade Cn Granular Backfill ,O a- DCC SHEET TITLE: STORM SEWER PLAN & PROFILE W V ° 915 N: \1238 \057 \DWGS \C601.DWG XREF: 057- BS.DWG Q XREF: 3001 ABS.DWG XREF: 30046S.DWG XREF: STORM ,■■� O W OM Of O n LL W W M —' O o z V) W _ CD z Q n 910 Z _ W-I Z 7 M N N _........ Cv _ ^ �. ^ N N -_�_ ❑D OO r7 00 O U Can r Z (n tf) p U co t, rn Sri U F_ M °O N C T) _ 00 N7 I� 0 C D to 00 00 � m � 00 �00�co C3) � �z O cp�r— moo E-4 905 �czo wV)�z z of C� GO ZZ = W V V% ° Ix Q 900 I 76' I I I 2.007 12' 12 "RCP 2.00% � "DrD L J H OR Z.: 1"=50' SCALE: » VER T.. 1 "=5' 5 • Existing Grade New Grade Granular Backfill H OR Z.: 1"=50' SCALE: » VER T.. 1 "=5' 5 • 04 T �. o- F No. 10000075 -�O_ STATE OF DATE: 6/30/06 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2006) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 301 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS *LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering V l 6/30/06 1238.057 ,O a- DCC SHEET TITLE: STORM SEWER PLAN & PROFILE DRAWING FILES: N: \1238 \057 \DWGS \C601.DWG XREF: 057- BS.DWG XREF: 020- BS.DWG, 043- BS.DWG XREF: 3001 ABS.DWG XREF: 30046S.DWG XREF: STORM ,■■� O OM oc O n LL r� O z 0 z V) W 04 T �. o- F No. 10000075 -�O_ STATE OF DATE: 6/30/06 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2006) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 301 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS *LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: V l 6/30/06 1238.057 DRAWN BY: CHECKED BY: DCC SHEET TITLE: STORM SEWER PLAN & PROFILE DRAWING FILES: N: \1238 \057 \DWGS \C601.DWG XREF: 057- BS.DWG XREF: 020- BS.DWG, 043- BS.DWG XREF: 3001 ABS.DWG XREF: 30046S.DWG XREF: STORM SHEET NO.: (C CD(Gn ct O r� Z 0 0 � � Q W E-4 � C� �+ W V V% Ix � t� DATE: PROJECT NO.: 6/30/06 1238.057 DRAWN BY: CHECKED BY: DCC SHEET TITLE: STORM SEWER PLAN & PROFILE DRAWING FILES: N: \1238 \057 \DWGS \C601.DWG XREF: 057- BS.DWG XREF: 020- BS.DWG, 043- BS.DWG XREF: 3001 ABS.DWG XREF: 30046S.DWG XREF: STORM SHEET NO.: (C CD(Gn EXISTING VILLAQE"_`O_F¢ -- - WESTCLAY SECTJON 30*01,74 _ - -- F G,. _ \ 1 , f ' THE V ,PART 2,_ zBWOK r �W �„...•_. .gym - r t. « I3 , f-' _ �, +./ •\ r'" •`/ '� _ i 1 F ' EX. 12' WATERMAIN h f J J 1 l 1' Y. F -f •` P 1' � .._ - _,.�— ....-- ...— •..----- ... -.--W x� � - .m'�iir�- -. —..— i 3. �� 1 ;� ' rlf�� ,`i F 1 1 1 ! 7 ( ____ .._....._____. ........._....s..._ __� ---._ .___ — ..�__.__.._....... ... ....:............ .... ... .... -.- -_ _._....____.._...__— .__— _._.___ —_ _.._ - -_�__ __— __- _....__.. ............% _ ....... ....:.....- ._.......— a t — rF.r l._r.k �� \ f .1� �%`-: \�\ •' � 1 i _ _ _� t t. - --` 1 / rte__ _ - _ \ \ ` `� /' r ''�.'_ \� t a #s / :..4'... f If g GLEBE STREET ,,,V _ �- J r -• � 1; ` -•.k, \. \ \ \ \ \ \ ... Jar tl \ \ � \\ \�'� � ;` F t i .� / i I +� .9 N �._'�.. �„ww�_irF._,__ —.��:_ r+�!kc. -� - -- _.it.- ,r_ -,`� �.,n.G �� ..r= �l � �l \ --�-- " ':� `".. `�. __. +J . `'• '% _ ' - -- --' _• , F ` \ \ ...'\ '� f EXISTING VILLAGI OF WE*ST CLAY MEETING HOUSE I iri j jff I - I f' r f f ii1 r b f tt WATER ' ; ;'� ' — — w I I £ LA IfR_ CE , f `r! rr f� ri, j � � i_ � ��♦ 'may PROPOSED � •, Q , ; � • TOWNHOMES BLDG. ......... it i ... .. j- + EXISTING id j (\ LU v ! ; ♦ i ! ff LAGS OF WESICI L Y C • 1,p KHARA S A 1 i I G m! — — • _ .. � ...... I �i ..... ,...... I BUILDING r C , t: — f _I ! a li l/ ! if Jam' .......... _ �, VILLAGE OF WESTCLA Z. :.`.; COMM ERCI AL- APAR MET IF L BUILDING #3 L le� I 1l' :! ;l: • :: :; ' 4 PROPOSED _ % lfjf -' as :. ..'. •. • 9 re — -,-- t �€ !(: •� ' ' T 0 S • j ' r \� i,'� .�.,>. •••. � "" ..• ..'.'• DI 11r+ Jlz sgti,� fin_ � r P . r♦ � - -_- -� ____ ______ � f w ASSUMED NORTH SCALE: 1"= 30 ' 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. MlrllMEM-0 � I NII01 W SW Existing Storm Sewer New Storm Sewer Existing Sanitary Sewer New Sanitary Sewer New Water Line Existing Water Line Ductile Iron Pipe Water Service Lateral I�l1�l�l -• 1 z �� 1 _ N (�� 111 -•. 1. SERVICE LATERALS ARE TO BE 1" DIRECT TAPS. 2. FOR ALL WATER DISTRIBUTION NOTES, LEGEND AND DETAILS SEE SHEET C702. 3. ALL MECHANICAL JOINT FITTINGS WILL BE MEGALUG RESTRAINING JOINT FITTINGS. 4. THERE ARE TO BE NO VALVES LOCATED WITHIN THE PAVEMENT, CURBS OR SIDEWALKS 5. WARNING TAPE SHALL BE INSTALLED 12" TO 18" ABOVE WATER MAIN. 6. BEDDING, HAUNCHING AND INITIAL BACKFILL MATERIALS, PLACEMENT AND COMPACTION FOR WATER MAINS, WATER SERVICE LATERALS, SANITARY MAINS AND SANITARY SERVICE LATERALS UNDER AND WITHIN 5 —FEET OF PAVEMENT SHALL BE IN ACCORDANCE WITH THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION. FINAL BACKFILL FOR WATER MAINS, WATER SERVICE LATERALS, SANITARY MAINS AND SANITARY SERVICE LATERALS UNDER AND WITHIN 5 —FEET OF PAVEMENT SHALL BE B— BORROW FOR STRUCTURE BACKFILL MEETING THE MATERIAL REQUIREMENT OF THE INDOT AND SHALL BE COMPACTED IN 6 —INCH MAXIMUM LIFTS TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL FOR THE TOP 6— INCHES OF THE EXCAVATION BELOW THE START OF THE AGGREGATE SUBBASE OF THE PAVEMENT SHALL BE NO. 53 STONE MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY. IF 1NE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT FINAL BACKFILL REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. 7. FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY MAINS, WATER SERVICE LATERALS, SANITARY SERVICE LATERALS UNDER CITY STREETS, REGARDLESS OF THE JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1 -0 ". IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT COVER REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. NOTE: SEE ARCHITECTURAL PLANS BY OTHERS FOR BUILDING DIMENSIONS AND EXACT LOCATIONS OF UTILITY SERVICE LINES. NOTE: BLUE REFLECTOR FIRE HYDRANT MARKERS TO BE INSTALLED IN STREET PAVEMENT PERPENDICULAR TO FIRE HYDRANT. W 6/30/06 1238.057 t� - 2� SHEET TITLE: WATER DISTRIBUTION PLAN DRAWING FILES: jjj XREF: 020- BS.DWG, 026- BS.DWG ................. t - ......... ............................_.. , I.......... .e......._...........44._...... (C7(Gn W SW Existing Storm Sewer New Storm Sewer Existing Sanitary Sewer New Sanitary Sewer New Water Line Existing Water Line Ductile Iron Pipe Water Service Lateral I�l1�l�l -• 1 z �� 1 _ N (�� 111 -•. 1. SERVICE LATERALS ARE TO BE 1" DIRECT TAPS. 2. FOR ALL WATER DISTRIBUTION NOTES, LEGEND AND DETAILS SEE SHEET C702. 3. ALL MECHANICAL JOINT FITTINGS WILL BE MEGALUG RESTRAINING JOINT FITTINGS. 4. THERE ARE TO BE NO VALVES LOCATED WITHIN THE PAVEMENT, CURBS OR SIDEWALKS 5. WARNING TAPE SHALL BE INSTALLED 12" TO 18" ABOVE WATER MAIN. 6. BEDDING, HAUNCHING AND INITIAL BACKFILL MATERIALS, PLACEMENT AND COMPACTION FOR WATER MAINS, WATER SERVICE LATERALS, SANITARY MAINS AND SANITARY SERVICE LATERALS UNDER AND WITHIN 5 —FEET OF PAVEMENT SHALL BE IN ACCORDANCE WITH THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION. FINAL BACKFILL FOR WATER MAINS, WATER SERVICE LATERALS, SANITARY MAINS AND SANITARY SERVICE LATERALS UNDER AND WITHIN 5 —FEET OF PAVEMENT SHALL BE B— BORROW FOR STRUCTURE BACKFILL MEETING THE MATERIAL REQUIREMENT OF THE INDOT AND SHALL BE COMPACTED IN 6 —INCH MAXIMUM LIFTS TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL FOR THE TOP 6— INCHES OF THE EXCAVATION BELOW THE START OF THE AGGREGATE SUBBASE OF THE PAVEMENT SHALL BE NO. 53 STONE MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY. IF 1NE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT FINAL BACKFILL REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. 7. FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY MAINS, WATER SERVICE LATERALS, SANITARY SERVICE LATERALS UNDER CITY STREETS, REGARDLESS OF THE JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1 -0 ". IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT COVER REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. NOTE: SEE ARCHITECTURAL PLANS BY OTHERS FOR BUILDING DIMENSIONS AND EXACT LOCATIONS OF UTILITY SERVICE LINES. NOTE: BLUE REFLECTOR FIRE HYDRANT MARKERS TO BE INSTALLED IN STREET PAVEMENT PERPENDICULAR TO FIRE HYDRANT. �� \ \ \ \ \ \\ \1111111 I I Illllll�� Ji'JJJ N T. .'Q.�� No. 10000075 STATE OF %J S70NAL DATE: 6/30/06 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2006) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 301 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS *LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering M 6/30/06 1238.057 t� - 2� SHEET TITLE: WATER DISTRIBUTION PLAN DRAWING FILES: jjj XREF: 020- BS.DWG, 026- BS.DWG XREF: 043- BS.DWG, 057- BS.DWG XREF: 3001ABS.DWG, 3004BS.DWG XREF: SITEMEET, 1238043t.DWG SHEET NO.: (C7(Gn O O ®C cc 0 a. LLI IL w O z 0 Cn w �� \ \ \ \ \ \\ \1111111 I I Illllll�� Ji'JJJ N T. .'Q.�� No. 10000075 STATE OF %J S70NAL DATE: 6/30/06 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2006) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 301 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS *LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: V L 6/30/06 1238.057 DRAWN BY: CHECKED BY: DCC SHEET TITLE: WATER DISTRIBUTION PLAN DRAWING FILES: N: \1238 \057 \DWGS \C701.DWG XREF: 020- BS.DWG, 026- BS.DWG XREF: 043- BS.DWG, 057- BS.DWG XREF: 3001ABS.DWG, 3004BS.DWG XREF: SITEMEET, 1238043t.DWG SHEET NO.: (C7(Gn O w E4 W Q z C:) ca z � Q) �J � tx CCU W DATE: PROJECT NO.: 6/30/06 1238.057 DRAWN BY: CHECKED BY: DCC SHEET TITLE: WATER DISTRIBUTION PLAN DRAWING FILES: N: \1238 \057 \DWGS \C701.DWG XREF: 020- BS.DWG, 026- BS.DWG XREF: 043- BS.DWG, 057- BS.DWG XREF: 3001ABS.DWG, 3004BS.DWG XREF: SITEMEET, 1238043t.DWG SHEET NO.: (C7(Gn WATER MAINS 1. SCOPE OF WORK: A. The work required under this section includes all cold water distribution lines, valves, hydrants, and related items including excavating and bockfilling necessary to complete the work shown on the drawings. The ends of water service lines shall be tightly plugged or capped at the terminal points pending the connecting to all such lines of the building piping as specified in the plumbing specifications and architectural drawings. 2. MATERIALS: A. Cast Iron Pipe: Cast iron pipe shall meet AWWA Specification C -106 with push —on joints meeting AWWA Specification C -111. Wall thickness shall be determined from Table 6.4 in AWWA C -106. Ductile iron pipe shall meet AWWA C -150 and C -151 Specifications. Pipe to be cement lines per AWWA C -104. B. Copper Tubing: Shall be seamless, "K" copper tubing complying with Federal Specification WW —T -799. Fittings shall be wrought copper with compression fitttings or cast bronze. C. Fire Hydrants: Shall comply with AWWA Specification C -502 and shall meet local standards and requirements, particularly as to nozzle diameters and threads, direction of opening and dimensions of operating and cap nuts. Fire Hydrants shall have one pumper and two hose nozzles. A valve opening not less than 5 inches and a 6 inch inlet connection. The length of the hydrant barrel shall be determined by the specified depth of cover over the pipe. D. Valves: All valves and stops shall have ends suited or adapters shall be provided for the proper installation in the lines in which they are located. Valves shall meet local standards or in the absence of such standards, the following requirements: 1. Valves in cast iron pipe shall be iron body, bronze mounted, disc gate valves conforming to AWWA Specification C -500. They shall open in the some direction as those used in the local waterworks system. Valve stems shall terminate in 2 inch wrench nuts. Furnish two (2) keys. 2. Valves in copper pipe shall be standard brass body, round —way, ground —key stops with T heads. Furnish two (2) keys. E. Valve Boxes: Shall meet local standards or in the absence of such, shall comply with the following requirements: 1. For iron body valves, boxes shall be approved standard buffalo —type, cast iron, adjustable shaft boxes, having a minimum shaft diameter of 5 -1/4 inches. 2. For brass body valves (stops) boxes shall be approved standard cast iron extension service boxes, having a minimum diameter of 2 -1/2 inches and having lid held in place by a brass or bronze bolt. The castings shall be coated with two coats of coal —tar pitch varnish. Furnish two (2) keys for bolt in lids. F. Stops: Stop shall be those manufactured by Ford or Mueller Corporation with AWWA taper thread, and with copper compression type fitting on outlet, or equal. G. Blow —off Valves: Blow —off valves shall be those manufactured by Muller Corporation (H -10283 or H- 10291), or equal. H. Angle Valves: Angle valves at the end of water service stub are to be copper compression type fitting also, and are to be protected with plastic bag over the valve. I. Tops: 3/4" taps in lines smaller than 4 inches shall be only by tapped tee or tapping saddle. Water service lines should be marked on curbs with a stomped "W ", placed while pouring curbs. 3. APPLICATION: A. Permits and Codes: The intent of this section is the specifications if 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. Contractor shall furnish all necessary bonds to get permits for cuts and connections. B. Existing Improvements: Maintain in operating condition all active utilities and sewers and other pipe system that may be encountered. C. Trenching: Lay all pipe in open trenches, except when local authority gives written permission for tunneling. Provide a separate trench for the water line at least 10 feet horizontally from any sanitary sewer. In locations where separate trenches for sewer and water lines are impracticable, lay the water pipe on a solid shelf at least 18 inches above the top of the sewer. D. Width of Trench: Excavate trenches minimum of pipe diameter plus 12 ". E. Sheeting and bracing: Sheet and brace trenches as necessary to protect workmen and adjacent structures. All trenching shall comply with the Occupational Safety and Health Administration Standards. F. Water Removal: Keep trenches free from water while construction therein 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. G. Grading Trench Bottoms: The bottom quadrant of the pipe shall be fully and uniformly supported. The full load shall rest on the barrel of the pipe. The trench may be excavated to a depth of 4 inches or more below final grade with sand, crushed stone or gravel backfill to bring it back to pipe laying grade. Final backfill shall be B— borrow (INDOT spec) compacted in 6" max lifts to not less than 95% standard proctor. 6" below aggregate subbase of pavement shall be #53 stone (INDOT Spec) compacted to not less than 95% standard proctor. shall meet or exceed requirements of jurisdictional authority if more stringent. Be sure the backfill is free from large stones, roots or frozen clogs. Take care not to disturb pipe. Trenches parallel to and within 10 feet of paved roadways shall be constructed the same. H. Tests: Before joints are covered, fill the piping with water, opening hydrants or at least two hours at a pressure of 100 pounds per square inch. Inspect all joints for leakage and remedy any leaks. Upon completion of the water distribution mains, flush out the system until the water runs clear. As soon as the system has been flushed out, it shall be sterilized in accordance with the requirements of City of Carmel. I. If a horizontal distance of 10 feet cannot be maintained between the water line and and a sanitary sewer line, one of the following shall be done. a. Water line laid in a separate trench and 18" above sewer. b. Water line laid in some trench on a bench of undisturbed earth and sewer at least 18" below bottom of water line. Where water lines and sewers cross and the water line cannot be placed above the sewer with a minimum of 18" vertical clearance, the sewer must be constructed of water works grade cast iron pipe with mechanical joints within 10 feet of the water line. 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 on in the field before work is started or resumed. K. New Water Main Construction: Contractor to record dimension of each water stub and valves from nearest fire hydrant measured along water main. The locations of hydrants and water valves, along with any other construction changes are to be incorporated on the original construction drawings and "Record Drawing" prints submitted to Engineer's Office as soon after completion of construction as possible. Pipe Tracing Tape A. All pipe shall be traced with "Terra Tape" by Reef Industries, Inc., P.O. Box 33248, Houston, Texas 77033 or equal. tape shall be "Detectable" type imprinted with "Caution Buried Water Line Below ". Gate Valves A. All gate valves shall be iron body, bronze mounted, double disc, parallel seat type gate valves, conforming to AWWA Standard Specifications C500. They shall open in a counter clockwise direction. Valves placed in a valve box shall terminate in 2 inch square operating nut and have non — rising stems. One valve wrench shall be supplied to the Owner for this project. Gate valves shall be as made by Kennedy Valve Manufacturing Co., Inc., Elmira, New York, Mueller or equal. Valve Boxes A. Valve boxes shall be a three —piece cast iron type (base, center section, and sliding type adjustable extension) together with a "stay —put" cover marked "WATER ". The base shall be of the size recommended by the manufacturer for the size valve with which it is to be used. Wall thickness of the base and vertical sections shall not be less than 3/16 inch, and each valve box shall have a minimum shaft diameter of 5 -1/4 inches. MINIMUM O.D. + 1' -0" BACKFILL �\ BLOCKING FOR TEES & WYES PIPE SIZE j SO. FT. SIZE OF RUN SIZE OF BRANCH OUTSIDE FACE AREA (SO. FT.) w WITHIN 5' AND UNDER PAVEMENT: FINAL BACKFILL SHALL 45' BEND 22 1/2* 1 11 1/4' (n BE B— BORROW (INDOT SPEC) COMPACTED IN 6" MAX LIFTS TO 25 14 7 < NOT LESS THAN 95% STANDARD PROCTOR. 6" BELOW 16" 12 1?" Elf AGGREGATE SUBBASE OF PAVEMENT SHALL BE #53 STONE 12 16 9 CD (INDOT SPEC) COMPACTED TO NOT LESS THAN 95% STANDARD O.D. of %� H 12" 7 PROCTOR. SHALL MEET OR EXCEED REQUIREMENTS OF WATERMAIN 2 JURISDICTIONAL AUTHORITY IF MORE STRINGENT. 10" WARNING TAPE j 2 1 1 " 12 OR LESS 1' 7 65' 8" 12" OF SAND BEDDING 5 3 2 1 DIG OUT EACH JOINT. PIPE TO REST ON FIRM EARTH -rXin1nAI iii ATrn kJ ALAI INSTALLATION- SET TOP FLUSH WITH FINISHED GRADE POSI —CAP OR EQUIVALENT TO BE ADJUSTABLE VALVE BOX INSTALLED ON ALL VALVES FITTING TO SUIT I USE TAPPING SLEEVE do VALVE FOR CONNECTIONS UNDER PRESSURE MECHANICAL JOINT WATER MAIN TRAILER WIRE ��EXISTNG MAIN GATE VALVE AND BOX- CONNECTION TO EXISTING MAIN OUTSIDE FACE AREA NOT LESS THAN VALUES GIVEN IN TABLE FOR 22 1/2' & 11 1/4- BENDS. PLAN STRAP IRON ANCHORS 2' WIDE x 1/2' THICK 3/4 "08" ANCHOR BOLTS (4 REQ'D) 5" DIAM. WASHER, 1" THICK ANCHOR BLOCK TO BE OF \ CLASS "B" CONCRETE DOWNWARD BEND :4 OUTSIDE FACE AREA NOT LESS THAN VALUES GIVEN IN TABLE FOR 90' & 45' BENDS. PLAN �1,Z W + oa OUTSIDE FACE AREA AS NOTED IN TABLE. SECTION "C —C" BRANCH PIPE PLUG u u - -� -� -� I I -III I :4 OUTSIDE FACE AREA NOT LESS THAN VALUES GIVEN IN TABLE FOR TEES & WYES. — FOR PLUGS. PLAN SECTION "D —D" N OTE: ALL CONCRETE BLOCKING TO CONSIST OF CLASS "B' CONCRETE POURED AGAINST FIRM GROUND. BLOCKING FOR PLUGS & BENDS BLOCKING FOR TEES & WYES PIPE SIZE OUTSIDE FACE AREA SO. FT. SIZE OF RUN SIZE OF BRANCH OUTSIDE FACE AREA (SO. FT.) PLUG 90' BEND 45' BEND 22 1/2* 1 11 1/4' 20' 16 25 14 7 4 20' OR 16" 16" 12 1?" 7 16" 12 16 9 5 3 1 H 12" 7 9 5 3 2 10" 12., 14.• 10" 4 7 4 2 1 1 " 12 OR LESS 1' 7 10" 65' 8" 3 5 3 2 1 0 4 6" 2 3 2 1 1 " 45' 4° 2 3 2 1 1 4„ 21' DETAIL - CONCRETE BLOCKING TYPICAL UTILITY CROSSING I ,a I - o c L s m� d r CJ C C I 4 +' 1 w ci • I r, U .. W , L 3 W —, a• p D . O Q + 7 o CD �a a V: m :3 1 u 8 v O ; s e oL m d u BLUE REFLECTOR -FIRE HYDRANT MARKER DETAIL Restrained Joints Shall Be Mechanical Joint With Retainer Glands, US Pipe TI? Flex Joint System, US Pipe Field LOK Gasket System, Or Equal. NOTE.- THE ABOVE RESTRAINED JOINT LENGTHS ARE MINIMUM LENGTHS THE DESIGN ENGINEER SHALL DETERMINE IF LONGER LENGTHS ARE REQUIRED. New Pipe Shall Be Existing Water Main lnstalled Under The Topping Sleeve Existing Water Main See Trench Detail For Backfill Requirements 0 valve New Water Main Varies T Tee Bend As Required Varies Note: All Joints Shall Be Restrained Except In Run Of Tee. Notes: 1) Megalug flanges shall be used for all mechanical joints. 2) Bell end pieces of pipe 4 ft. and smaller shall be considered scrap, and shall not be installed into system. L v h Curb Box With Co ver Existing Water Main 12" Min. New Water Main Curb Stop `-- Concrete Block Ccrporation Stop Mueller H- 15008, Or Equal Water Main Double Strap Service Saddle 'k Length — Varies (Verify) Copper Service Line * Service Saddle Must Be Omitted For Services I" And Smaller And Direct Taps Made To Ductile Iron Pipe, Class J50 Or Greater. (Verify With Owner For Pressure Class DIP.) Water Main Tee — M. J. As Required Notes: 1. At High Points Along Main Water Line Where Indicated On Drawings, Anchoring Tee Shall Be Set At 45' Angle Upwards And Connected To 6" 45' Bend. Main Water Line Shall Be Lowered To Provide Sufficient Cover As Specified. 2. All Joints Sho/I Be Restrained Except In Run Of Tee. J. Hydrants Shall Be Set At 500' Max. Horizontal Distance, Or Less As Specified By Fire Deportment 4. A/l valves must include Posi —Cap or equivalent Bed Pipe In Specified Granular Bedding Material Hand Tamped In 6' Layers To Pipe Centerline Bedding Materi/ Shall Conform To INDOT 90302, Size No. 6 J a� NOTE - p 1) 1" Or Smaller Service Line QL Shall Be Direct Tap Unless Approved By Carmel Utilities. 2) Corporation Stop Shall Be Brand And Model Approved By Carmel Utilities. 3) Service Line Tap Shall Be Installed With A Min. Horz. Seperotion Of 24' 4) 2 inch taps and smaller shall not be installed within 18 inches of mechanical joints and bells. N ,C v W 0 Mueller Centurion A -423 Pain ted "Safety Yellow" 1 ' -0" Min. Bedding Material Conforming To INDOT 90302, Size No. 8 One 8 "x8 x 16" Solid Conc. Block Or 6'Min. Class'$" Concrete Base On Undisturbed ground. 5. Hydrant Valves must be restrained to the tee with either all thread, or an anchoring tee. F PRESSURE PIPE JOINT RESTRAINT TABLE 0 I s V l 0 s Length Of Pipe To Be Restrained AND SPECIFICATIONS DRAWING FILES: N: \1238 \057 \DWGS \C702.DWG LU (C7(02 In Each Direction From 114 Of Bend F �0 �MM Based On 150 PSI Test Pressure 0 WC Degree a L. H 0 Gi z CD Of Bend (" 8" 10" 12., 14.• 16" 18" 20" 24„ 30" 90, Tees 27' 35' 42 50' 58' 65' 73' 80' 95' 115' & Plugs 0 Q �--: Q) TO E-4 x 45' 7' 9' 11' 13' 15' 17' 19' 21' 24' 29 ' 22 -1/2' 3' 4' 5' 6' 7' 8' 9' 10' 12' 14' 11 -1/4' 2' 2' 3' 3' 4' 4' 1 4' 5' 6' 7' Restrained Joints Shall Be Mechanical Joint With Retainer Glands, US Pipe TI? Flex Joint System, US Pipe Field LOK Gasket System, Or Equal. NOTE.- THE ABOVE RESTRAINED JOINT LENGTHS ARE MINIMUM LENGTHS THE DESIGN ENGINEER SHALL DETERMINE IF LONGER LENGTHS ARE REQUIRED. New Pipe Shall Be Existing Water Main lnstalled Under The Topping Sleeve Existing Water Main See Trench Detail For Backfill Requirements 0 valve New Water Main Varies T Tee Bend As Required Varies Note: All Joints Shall Be Restrained Except In Run Of Tee. Notes: 1) Megalug flanges shall be used for all mechanical joints. 2) Bell end pieces of pipe 4 ft. and smaller shall be considered scrap, and shall not be installed into system. L v h Curb Box With Co ver Existing Water Main 12" Min. New Water Main Curb Stop `-- Concrete Block Ccrporation Stop Mueller H- 15008, Or Equal Water Main Double Strap Service Saddle 'k Length — Varies (Verify) Copper Service Line * Service Saddle Must Be Omitted For Services I" And Smaller And Direct Taps Made To Ductile Iron Pipe, Class J50 Or Greater. (Verify With Owner For Pressure Class DIP.) Water Main Tee — M. J. As Required Notes: 1. At High Points Along Main Water Line Where Indicated On Drawings, Anchoring Tee Shall Be Set At 45' Angle Upwards And Connected To 6" 45' Bend. Main Water Line Shall Be Lowered To Provide Sufficient Cover As Specified. 2. All Joints Sho/I Be Restrained Except In Run Of Tee. J. Hydrants Shall Be Set At 500' Max. Horizontal Distance, Or Less As Specified By Fire Deportment 4. A/l valves must include Posi —Cap or equivalent Bed Pipe In Specified Granular Bedding Material Hand Tamped In 6' Layers To Pipe Centerline Bedding Materi/ Shall Conform To INDOT 90302, Size No. 6 J a� NOTE - p 1) 1" Or Smaller Service Line QL Shall Be Direct Tap Unless Approved By Carmel Utilities. 2) Corporation Stop Shall Be Brand And Model Approved By Carmel Utilities. 3) Service Line Tap Shall Be Installed With A Min. Horz. Seperotion Of 24' 4) 2 inch taps and smaller shall not be installed within 18 inches of mechanical joints and bells. N ,C v W 0 Mueller Centurion A -423 Pain ted "Safety Yellow" 1 ' -0" Min. Bedding Material Conforming To INDOT 90302, Size No. 8 One 8 "x8 x 16" Solid Conc. Block Or 6'Min. Class'$" Concrete Base On Undisturbed ground. 5. Hydrant Valves must be restrained to the tee with either all thread, or an anchoring tee. ��► ► ►ul I I &Z N pO T ,- . GISTEjy O �� N o. 10000075 -�O STATE OF O w L4�� L. DATE: 6/30/06 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2006) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering F 6/30/06 0 I s V l 0 s WATER DETAILS AND SPECIFICATIONS DRAWING FILES: N: \1238 \057 \DWGS \C702.DWG LU (C7(02 F �0 �MM 0 WC �0 a L. H 0 Gi z CD F LLJ ��► ► ►ul I I &Z N pO T ,- . GISTEjy O �� N o. 10000075 -�O STATE OF O w L4�� L. DATE: 6/30/06 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2006) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 6/30/06 1238.057 DRAWN BY: CHECKED BY: V l SHEET TITLE: WATER DETAILS AND SPECIFICATIONS DRAWING FILES: N: \1238 \057 \DWGS \C702.DWG SHEET NO.: (C7(02 �MM O v w F V 1 O w 4 4 0 0 Q �--: Q) TO E-4 x ct w • r--I M� F� DATE: PROJECT NO.: 6/30/06 1238.057 DRAWN BY: CHECKED BY: DCC SHEET TITLE: WATER DETAILS AND SPECIFICATIONS DRAWING FILES: N: \1238 \057 \DWGS \C702.DWG SHEET NO.: (C7(02 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. S 01 LJ PLACEMENT 1/2 TRENCH DEPTH MIN. w 0 U w 12" MIN.- -/ B- BORROW , WITHIN 5' AND UNDER PAVEMENT: FINAL BACKFILL SHALL BE B- BORROW (INDOT SPEC) COMPACTED IN 6" MAX LIFTS TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY. 6" BELOW AGGREGATE SUBBASE OF PAVEMENT SHALL BE #53 STONE (INDOT SPEC) COMPACTED TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY. SHALL MEET OR EXCEED REQUIREMENTS OF JURISDICTIONAL AUTHORITY IF MORE STRINGENT. ,01, alf, \11_ 01, �4 4�FINAL BACKFILL 1 BEDDING ID 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 �I O.D. OF PIPE FOUNDATION 4" MIN.- (REQUIRED IN UNSTABLE SOIL) (3" MIN. @ BELL OF PIPE) 12" �12 No. 8 STONE STORM SEWER TRENCH 8c PIPE EMBEDMENT DETAIL- ri C801 STD 2' CHAIR BACK CURB 8" 8" 8" PAVEMENT SECTION SECTION "A —A" VALLEY GUTTER AND S CURB) -D 2' CHAIR BACK CURB 16 C801 PAVEMENT SECTION STRAIGHT CURB & GUTTER GRADE NEENAH TYPE CASTING T.C. NO. R -3010 "DUMP NO WASTE- DRAINS TO WATERWAY" ASPHALT V.'. �. OPENING NOTE: C D. . . . . AS DETAIL SHOWS, STRUCTURE SHALL D. BE CONSTRUCTED SUCH THAT NO PART OF THE STRUCTURE EXTENDS UNDER THE MAINLINE PAVEMENT BEYOND THE LIMIT OF THE CASTING FRAME. I I I I o.- 4 .... �..�...p p.. '/x...4..4 ..4 .. ..v'.4... p. .. . STANDARD REINFORCED CONC. BASE *FOR DIMENSIONS SEE D -18 ON C806. NOTE: STRUCTURES SHALL PROVIDE PRECAST INLETS WITH PRECAST OPENINGS. K�15 CHAIRBACK CURB INLET DETAIL C801 3" OF TOPSOIL 6" 24" 6„ 18" ROUNDED CONCRETE CAP 1 11R .��, ,�►�, all, o p O O° p o p ° ° O ' °0 ° 0 ° 0 ° 0 ° 0 ° 0 ° 0 ° 0 ° ° 0 4" DIAMETER STEEL FENCE POST o o o ° p o �p o �p o � p o 0p o � O 00 0o 00 0O 00 � O o FILLED WITH CLASS A CONCRETE ° ° ° ° ° ° ° ° ° o I N L 3/4" o ° OO o o o O ° o O OO 0 OO O po O p YELLOW PAINT IN ACCORDANCE WITH 909 -04 o BACKFILL 4� 1" H.A.C. SURFACE #11 C° 3 H.A.C. BINDER #9 EXISTING ASPHALT PAVEMENT 2" #53 STONE 6" #2 STONE 24" rL PREPARED SUBGRADE PER INDOT No. 201 COMPACTED SUBGRADE ` ` \ PARKING LOT PAVEMENT SECTION 6 `� - I _ C801 2' CONCRETE CHAIRBACK 1 12" DIAMETER, CLASS A CONCRETE PIER CURB AND GUTTER C801 3" to 4" (75mm TO 100mm) HIGH LETTER TO BE STAMPED AS FOLLOWS: S is for Storm Sewer SS is for Sanitary Sewer D is for Subsurface or Base Drain C is for Conduit G is for Gas W is for Water NOTES: 1. Curb to be stamped at all locations where any of the above cross under a curb. 2. Letter to be stamped prior to concrete setting up, whenever possible. 3. Stamp to be a minimum of 1/2 inch (10mm) deep. CURB STAMP 10 C801 NO SCALE 2' CHAIRBACK CURB 12" CONCRETE BLOCK WAL w/ BRICK EXTERIOR & CONCRETE CAP (7.5' TALL) 14.0' SERVICE DOOR a • • BOLLARD •. C801 a CONCRETE PAD X =WIDTH OF SIDEWALK PARKI�G 1 I 2' CHAIRBACK CURB I to Qa rl 2 SWINGING TRUCK ENTRANCE GATES w/ C801 ASPHALT DRIVE a "NO PARKING" SIGNS ON EACH DOOR CONCRETE PAD �I ASPHALT DRIVE 14.0' TRASH DUMPSTER caa, c0 _I 12" �o RED - ILLUMINATING TAPE (LETTERS) WHITE - ILLUMINATING TAPE (BACKGROUND) RED - ILLUMINATING TAPE (ARROW) RED - ILLUMINATING TAPE (BORDER) NO PARKING SIGN DETAIL 12 NO SCALE 1.11 C801 WHEELCHAIR RAMP DETAIL K' �7 oi -SEE PLAN --I — — — — — — — — — — — — I I I I I I I I SEE PLAN I I I I I I I I I I I-- -- - - - - -- --j 2- 21ONG #3 BARS, EACH CORNER PLAN PHALT PAVING COMPACTED FILL) IJV14_1 \LIL LJVV I JI Ivii 6X6X10/10 WWF SECTION CONCRETE DUMPSTER PAD 6" 24" 6" 18" 3" OF TOPSOIL III �' _ •••• ••::',' •'•, � + +� EARTH L :: :. , ti ►� BACKFILL - II`I N: III..•.,°•.'.....:.•. ••.:,.•�,'•'.•'.;•;•'••',.'. I_=7 . _ ,... I 1=1 I I= III:::':.:::.;` III =1 I = . •; • ,::P • : '• ..:• •: • ...: • • p: '• • ::. •':. • • :. '• •:' p .:' . #53 COMPACTED STONE BASE °•°D O•°D °• °D°• °D°• °D°• °D°• °D°' °D0' °D0'° °'° D D D D D D D D O ° o000 o o000 o 0.0 0.0 0o Oo oo Oo 0 0 ° D0 . ° 00 . ° 00 . ° 00 . ° 00 . ° 00 . 00 .000-000.,00.()' 0 • D o D 0 D 0 0 O 0 o O 00 0 0.00000000 D D O. O 00 O 00 00.0 O O O O O O 000. O 0. O . 000 . O o• O • O 0. O � - O o - O O O O O O O o O 00,000,C>00,000, .° O.o o.o o.° o•o o0 o0 00 .0 0 0 0 0 0 0 0 0. 000.0 0 0. 0 0. 0 0. 0 0. 0 0. 0 0•° 0 2' CONCRETE CHAIRBACK CURB r2 C801 (WITHOUT G U TTE R ~ X IF X< 48" THEN ~ Z 0 LLI iW Z 0 0 SLOPE OF FLARED O 0 A LL LU :2E Ld SIDE SHALL NOT Ld v :, : • ..::� o :. ..':'.o EXCEED 1:12 X �� LZ OC w lam n-, M_:a LJ Z 5' -0" BETWEEN Q Cn Lj_j 0 Q TRANSVERSE JOINTS _ Cpl or_ O F ,� Q LLJ LLJ . C . z LD oo Qom. Q) TO `./ � U �. d U Ct F=_II w 1:10 LA 1:10 4' -0" O PLAN VIEW 6' -0" SEALED EXPANSION JOINT 1 1/2"R MAX. 1:12 SLOPE PAVEMENT _ _- I I -1 I I =1 I r 1 d _ I I x„1111 ; .111= 111 —I CONCRETE CURB 8" SECTION A— A PARKI�G 1 I 2' CHAIRBACK CURB I to Qa rl 2 SWINGING TRUCK ENTRANCE GATES w/ C801 ASPHALT DRIVE a "NO PARKING" SIGNS ON EACH DOOR CONCRETE PAD �I ASPHALT DRIVE 14.0' TRASH DUMPSTER caa, c0 _I 12" �o RED - ILLUMINATING TAPE (LETTERS) WHITE - ILLUMINATING TAPE (BACKGROUND) RED - ILLUMINATING TAPE (ARROW) RED - ILLUMINATING TAPE (BORDER) NO PARKING SIGN DETAIL 12 NO SCALE 1.11 C801 WHEELCHAIR RAMP DETAIL K' �7 oi -SEE PLAN --I — — — — — — — — — — — — I I I I I I I I SEE PLAN I I I I I I I I I I I-- -- - - - - -- --j 2- 21ONG #3 BARS, EACH CORNER PLAN PHALT PAVING COMPACTED FILL) IJV14_1 \LIL LJVV I JI Ivii 6X6X10/10 WWF SECTION CONCRETE DUMPSTER PAD 6" 24" 6" 18" 3" OF TOPSOIL III �' _ •••• ••::',' •'•, � + +� EARTH L :: :. , ti ►� BACKFILL - II`I N: III..•.,°•.'.....:.•. ••.:,.•�,'•'.•'.;•;•'••',.'. I_=7 . _ ,... I 1=1 I I= III:::':.:::.;` III =1 I = . •; • ,::P • : '• ..:• •: • ...: • • p: '• • ::. •':. • • :. '• •:' p .:' . #53 COMPACTED STONE BASE °•°D O•°D °• °D°• °D°• °D°• °D°• °D°' °D0' °D0'° °'° D D D D D D D D O ° o000 o o000 o 0.0 0.0 0o Oo oo Oo 0 0 ° D0 . ° 00 . ° 00 . ° 00 . ° 00 . ° 00 . 00 .000-000.,00.()' 0 • D o D 0 D 0 0 O 0 o O 00 0 0.00000000 D D O. O 00 O 00 00.0 O O O O O O 000. O 0. O . 000 . O o• O • O 0. O � - O o - O O O O O O O o O 00,000,C>00,000, .° O.o o.o o.° o•o o0 o0 00 .0 0 0 0 0 0 0 0 0. 000.0 0 0. 0 0. 0 0. 0 0. 0 0. 0 0•° 0 2' CONCRETE CHAIRBACK CURB r2 C801 (WITHOUT G U TTE R 48' -0" BETWEEN EXPANSION JOINTS (MAX. K. 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 r,3--� C801 cr * V: G d V. A .d •• A d .. d ..A ,•Q d OA A 4 • ad d ' o p Q o p O o p O° p O o p 0° p O° O O° p O° O ° O o p° O o p° O o p° O o 0° O p° D 0 0 0 0 ° p° O ° O° O 0 0 0 0 o 0° o o p° O o p° O ° O O o 0° O 0 0 00 0 0 0 0 ° O° 0 0 o p° O ° O° O ° ° O ° p° O 0 p° O o p° O o p° O o 0° O o 1 6" CONCRETE PAVEMENT 4000psi 6" GRANULAR FILL CONCRETE PAVEMENT SECTION r4 0801 1. SAWCUT EXISTING EDGE 2. SURFACE MILL 1" 3. TACK COAT ALL FACES NEW PAVEMENT ----\ MIN. /--EXISTING PAVEMENT I t 1 1.5" HMA SURFACE #11 2" HMA #8 BINDER 3" HMA #5D BASE 7" #53 STONE • PREPARED SUBGRADE PER INDOT No. 201 TYPICAL PAVEMENT TIE —IN & 14 SECTION WITHIN RIGHT OF WAY csol 50' TOP OF CURB 7//7 TRANSVERSE EXPANSION JOINTS BOTTOM OF CURB TRANSVERSE CONTRACTION JOINTS PAVEMENT (10' MAX. SPACING) NOTE: MAXIMUM TRANSVERSE CONTRACTION JOINT SPACING ON RADII SHALL BE 5 FEET. 5 CURB JOINT DETAIL c801 ~ O ~ Z 0 LLI iW Z 0 0 O 0 A LL LU :2E Ld Ld �)-i = Ll -z o X X �� LZ OC w lam n-, ZD_ 14 `t Z 5' -0" BETWEEN Q Cn Lj_j Q TRANSVERSE JOINTS _ V1 or_ O 48' -0" BETWEEN EXPANSION JOINTS (MAX. K. 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 r,3--� C801 cr * V: G d V. A .d •• A d .. d ..A ,•Q d OA A 4 • ad d ' o p Q o p O o p O° p O o p 0° p O° O O° p O° O ° O o p° O o p° O o p° O o 0° O p° D 0 0 0 0 ° p° O ° O° O 0 0 0 0 o 0° o o p° O o p° O ° O O o 0° O 0 0 00 0 0 0 0 ° O° 0 0 o p° O ° O° O ° ° O ° p° O 0 p° O o p° O o p° O o 0° O o 1 6" CONCRETE PAVEMENT 4000psi 6" GRANULAR FILL CONCRETE PAVEMENT SECTION r4 0801 1. SAWCUT EXISTING EDGE 2. SURFACE MILL 1" 3. TACK COAT ALL FACES NEW PAVEMENT ----\ MIN. /--EXISTING PAVEMENT I t 1 1.5" HMA SURFACE #11 2" HMA #8 BINDER 3" HMA #5D BASE 7" #53 STONE • PREPARED SUBGRADE PER INDOT No. 201 TYPICAL PAVEMENT TIE —IN & 14 SECTION WITHIN RIGHT OF WAY csol 50' TOP OF CURB 7//7 TRANSVERSE EXPANSION JOINTS BOTTOM OF CURB TRANSVERSE CONTRACTION JOINTS PAVEMENT (10' MAX. SPACING) NOTE: MAXIMUM TRANSVERSE CONTRACTION JOINT SPACING ON RADII SHALL BE 5 FEET. 5 CURB JOINT DETAIL c801 \\\W. \ \ \ \ \ \OIAiI GISTER' No. 10000075 . STATE OF , w --'NDIANP - - s /A .. �` NAL ''''''�� I I I ►III 1 I l 11111 \ \ \ \ \ \ \ \�\\\ DATE: 6/30/06 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2006) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 301 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS *LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering O t V 1 LU ®. �0 �V 0 OC WO lam u. a. Pm O vi z 0 Cn Lj_j \\\W. \ \ \ \ \ \OIAiI GISTER' No. 10000075 . STATE OF , w --'NDIANP - - s /A .. �` NAL ''''''�� I I I ►III 1 I l 11111 \ \ \ \ \ \ \ \�\\\ DATE: 6/30/06 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2006) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 301 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS *LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering V 1 � ct O V1 O z z oo Qom. Q) TO `./ � U �. d U Ct F=_II w O F-MM SANITARY OR STORM SEWER TYPICAL UTILITY CROSSING \� X 2500 psi CONCRETE BOTTOM OF TRENCH L� Perspective View -earth cut away \ © To be used when clear distance between pipes is 18" or less, or where noted on the drawings. CONCRETE CRADLE r8 0802 9 CLAY TOMSHIP REGIONAL WASTE DISTRICT C802 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 fine. 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 fine 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 fags and a second inspection is required, or contractor is not on site for scheduled inspection, or falls to cancel inspection, an additional fee of #100.00 will be due. This must be paid prior to the tune 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 abcndoned and filed 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 crushed stone or Number 8 fractured face aggrogate Fill 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 & 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 made 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 pW shall be installed outside of building foundation walls, 11. Additional information on District standards and specifications may be obtained from the District's office during business hours of B:OOa.m. to 4.30 p.m. Monday through Friday. All District standards can be located on our web site at htW: I &n.ctrwd.oro /. Clay Township Regional Waste District 10701 North College Suite A. Indianapolis, Indiana 46280 Phone: 8449200 Fox: 844 -9203 12. Septic effluent shall not be pumped out into the sanitary sewer system. 13. The District shall nsnect ALL laterds. Please call the District office at 844 -9200 24 hours prior to time of inspection. 14. Contractors shall lay 14 =gt:slid wire the entire length of the lateral. 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. Loterd- rev.01- 13 -06d an 8' MINIMUM TYPICAL ALL LATERALS GREATER THAN 12' DEEP) 6' MINIMUM A�(TYPICAL ALL LATERALS SHALLOWER THAN 12' DEEP) 1 (TYPICAL ALL LATERALS) FOR SEPARATION SEE NOTE RIGHT -OF -WAY - OR EASEMENT LINE F - -- NOTE: SEPARATION BETWEEN WYE FITTING: A. OPPOSITE SIDE LATERALS 1) 1' MINIMUM BELL TO BELL 2) BELL TO SPIGOT MAY BE ADJACENT B. SAME SIDE LATERALS 1) 5' MINIMUM SEPARATION ONE PIECE TEE -WYE REQUIRED I RIGHT -OF -WAY NOTE: ALL WYES AND SHALL BE SDR 26 I OR EASEMENT LINE -11 LD 1.v •y: ..ice G _. . G yr- i .� 6" PVC SDR 35 MAIN SEWER LINE 22.5' OR 45' 4' MINIMUM 75' OR LESS FOR SHORT SIDE LATERALS 45' OR LESS FOR LONG SIDE LATERALS BEDDING TO BE PLACED ON UNDISTURBED EARTH. COMPACTION OF #8 STONE IS CRITICAL UNDER ALL JOINTS AND FITTINGS. k; = IF PROPER COMPACTION CANNOT BE ACHIEVED, z� y• THEN PLACE A MINIMUM OF 6" OF 3500 PSI, 28 DAY COMPRESSIVE STRENGTH CONCRETE PLAN VIE W 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 18 STONE OVER RIGHT -OF -WAY THE CONCRETE CAPPED WYE SHALL BE OR EASEMENT LINE PLACED PRIOR TO BACKFILLING. 4' FINISHED GRADE STEEL DETECTOR POST 2' MINIMUM 4' MINIMUM / \ \i \ 5' MINIMUM - 8' MAXIMUM 22 5 OR 45 i��i (TYPICAL ALL LATERALS) /77.,-t7`/&"` CAP FOR THIS ANGLE MUST BE 45' OR FUTURE CONNECTION (TYPICAL ALL LATERALS) LESS FOR ALL LATERALS SHALLOWER THAN 12 FEET. MINIMUM 4" CONCRETE COLLAR REQUIRED, �- NOT TO EXCEED BEYOND FIRST PIPE JOINT 6" MINIMUM MINIMUM FALL- 1/8" PER FOOT 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 COLOR 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 4 C802 PLACE 1/2" DIA I PREFORMED GASKE I MA I EKIAL IN EACH KEYWAY (SEE DETAIL). I PLAN VIEW PRECAST CONCRETE ADJUSTING RING OR FLANGE OF CASTING o •"• • • • • • • ' •�•' 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 6 (FIGURE 5 -4113) 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 6" PVC CAP MINIMUM 3" ABOVE STONE \ 20 0 FRATCO HDPE METER PIT, ./ 7.2 LBS /FT, MIN. 3' DEEP OR EQUALS 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 FINISH GRADE NEENAH R- 1642 -A W /SELF SEALING LID (OR EQUAL) STAMPED "SANITARY SEWER" PRECAST CONC. N xa 2' -0" DIA. RINGS TAPERED CONE INFI- SHIELD "UNIBAND" SECTION OR APPROVED EQUAL SEAL o 2 PER SPECIFICATIONS Z ° _ PRECAST CONCI O Z 5 SECTIONS �ZJCi (nJ00�W d W w Q w o (16" MAX.) wQ�� > �Qo . OD . o BUTYL RUBBER COATING MANHOLE STEPS AS PER SPECIFICATION 4' -0" DIA. FILL WITH CONCRETE PLAN ..p.....d.... PRECAST BASE :.:.:.:o.:.:.:.:.:. :.:.'.'.'.:..:.;.:. .....a ...... .. #4 ® 12" EA. WAY . . ..... ............................... L�0-_ •o ° •oo•o o•o o•0 0 0°. 0 0 0. 0 0°. 0 0°. 0 0 0. 0 0 0. 0 0°. 0 0°.° C° '° °'O "°'°�°'°o0.0 0.O °°'°�°' ° " °'O _��6" MIN. NO. 8 CRUSHED STONE °' ° "° °'o ° °° ° ° .000, ° " °'000. REQUIRED UNDER MANHOLE BASE FOR LEVELING AND SUPPORT 4' -0" MIN. MANHOLE BASE FOR PRECAST SECTION A- A SANITARY MANHOLE DETAIL CARMEL C802 NOTE MANHOLE CONFORMS TO ASTM C -478 JOINT CONFORMS TO ASTM C -443 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. air, air, air, air, air, air „Ir, am /% // //i S 01 L �- 4 4 / \\ PLACEMENT ° \�� \%j U \\ w BEDDING No. 8 CRUSHED STONE 12" MIN. SPRING LINE OF PIPE 1. D. 8" P VC O.D. OF PIPE FOUNDATION 6" MIN. J ` (REQUIRED IN UNSTABLE SOIL) 12" X12' (MIN.) (MIN.) SANITARY TRENCH &PIPE EMBEDMENT DETAILK__�� 02 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 /i ✓i c i✓i� /i�j • 36" x 36" x 6" CONCRETE \/ • APRON WITH FIBERMESH REINFORCEMENT. FLOW i 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 C� 6/30/06 CONNECTIONS MUST BE A MINIMUM DRAWN BY: CHECKED BY: OF 3" BELOW THE FOOTER AND EXIT ,O SHEET TITLE: THE BUILDING AT THE FRONT OF DETAILS DRAWING FILES: THE STRUCTURE TO PROVIDE THE SHEET NO.: SHORTEST, MOST DIRECT ROUTE 6" PVC CAP FROM THE BUILDING TO THE U EXISTING LATERAL STUB. Cz air, FINAL GRADE air, 0 5 z FOUNDATION ®DC W Z 0 (FOOTER) M e6 6" PVC PIPE Cn C-4 co 4" X 3" REDUCER O Z � z R � Jr-'A (6" X 6" X 6 ") TEE -WYE J�I N I`'V M ,i Y z a Y ,r r-' X \' t� r V s J� 1f ' X X T' -s' k 'r FLOW 4" SEWER�`S��> = j :� 6" SEWER LATERAL .y \'� j'� \,,'� \ / \'� \/ , / \\ ` 6" SEWER LATERAL '/ 8 STONE BELOW CONCRETE yip i,;� /i: \ / \/\ i� /i: / \� / \�\ \ \ " # �........ ..........". �" /�'� 6 MINIMUM. SEE SANITARY " APRON TO PREVENT CLEANOUT TYPE 2 SEWER TRENCHING, BEDDING 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 NOTE: OUTSIDE 3' OF THE FOUNDATION ALL CLEANOUTS AREA TO BE 6' SDR 35 GASGETED PIPE. ALL CLEANOUT FITTINGS ARE TO BE SDR 26. TYPICAL CLEANOUT DETAILS 3 C802 kUNLT LANUJUAF'tU JUKFAI;tt, WIIHIN THREE FEET OF BUILDING) \Xxxo��uuutr►uu�jiiii�� No. 10000075 si -;0O'• STATE OF S70NAL l- L. DATE: 6/30/06 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2006) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 301 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering C� 6/30/06 1238.057 DRAWN BY: CHECKED BY: DCC ,O SHEET TITLE: SANITARY SEWER DETAILS DRAWING FILES: N: \1 238\052\DWGS\C802. DWG SHEET NO.: U Cz 0 5 ®DC W Z 0 w p N LL e6 Cn C-4 O O to � p � z \Xxxo��uuutr►uu�jiiii�� No. 10000075 si -;0O'• STATE OF S70NAL l- L. DATE: 6/30/06 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2006) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 301 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: C� 6/30/06 1238.057 DRAWN BY: CHECKED BY: DCC SHEET TITLE: SANITARY SEWER DETAILS DRAWING FILES: N: \1 238\052\DWGS\C802. DWG SHEET NO.: �MM Cz Z W O z � z R � Q) Cz r___4 (� O DATE: PROJECT NO.: 6/30/06 1238.057 DRAWN BY: CHECKED BY: DCC SHEET TITLE: SANITARY SEWER DETAILS DRAWING FILES: N: \1 238\052\DWGS\C802. DWG SHEET NO.: STORMWATER POLLUTION PREVENTION PLAN INDEX Al Plan Index provided below A2 11 "x17" Plat denoting boundaries and streets is provided separately. A3 Project Type: This site consists of the construction of 6 buildings and parking lot expansion within a Mixed -Use Block development. A4 Vicinity Map: Denoted on Sheet C100 A5 Legal Description of Project Site: See attached C101 and N01 Letter. A6 Location of proposed site improvements: See sheets C101 to C102. A7 14 Digit Hydrologic Unit Code: 05120201090060 A8 State or Federal water quality permits: None A9 Specific points where stormwater discharge will leave the site: Stormwater will discharge from the site into existing /proposed storm sewer networks within the Village of WestClay. The storm sewers are routed through several detention ponds prior to discharging into Elliot Creek, see Site Plan Sheets C101 -C102 and the Grading, Drainage & Utility Plan Sheets C103 -C104 for more detail. A10 Location of all wetlands, lakes & water courses on and adjacent to site: Existing ponds are located to the south and east of the site within the Village of WestCloy. The pond series drains to the east into Elliot Creek. All Receiving Waters: Elliot Creek Al2 Identification of potential discharges to groundwater. None. A13 100 Year Floodplains, Floodwoys and Flood Fringes: None. A14 Pre - Construction and Post Construction Peak Discharge: 10year Pre - Construction Peak Discharge = 2.9 CFS 10year Post Construction Peak Discharge = 11.1 CFS A15 Adjacent Land Use (See Stormwater Pollution Prevention Plan - Pre - Construction Plan Sheet C103 for more information): North: Village of WestClay Section 3004, University Green South: Village of WestClay Section 3001 -C, Residential East- Village of WestClay Section 3001 -A Future Commercial West: Village of WestClay Section 3001 -A, Residential A16 Locations and approximate boundaries of all disturbed areas: See Sheets C105 -C108 for locations. A17 Identification of existing vegetative cover. See Stormwater Pollution Prevention Plan - Pre- Construction Plan Sheets C105 -C106. A18 Soils Map including descriptions and limitations: See sheet C804 for soils map, description and limitations. A19 Locations, size and dimensions of proposed stormwater systems: See Grading, Drainage & Utility Plan Sheets C103 -C104 for proposed storm sewer system. Locations, size and dimensions of any proposed off -site construction activities associated with this project: See Grading, Drainage & Utility Plan Sheets C103 -C104. Locations of Soil Stockpiles: Stockpile areas shall be located as for away from ponds, existing storm sewer inlets and existing swoles as possible. Stockpiles shall not be located closer than 15 feet from property line. Stockpiles shall be immediately seeded and secured with silt fence. A22 Existing site topography. See Grading, Drainage & Utility Plan Sheets C103 -C104 for existing site topography. Proposed final topography. See Grading, Drainage & Utility Plan Sheets C103 -C104 for proposed site grading and drainage patterns. B1 Description of potential pollutants sources associated with the construction activities: Silt and sediment from exposed soils, leaves, mulch, vehicular sources such as leaking fuel or oil, brake fluid, brake dust, trash, debris, biological agents found in trash, fertilizers, herbicides, pesticides, acid rain, lime dust and concrete washout. E Sequencing of stormwater quality implementation relative to land disturbance activities: This plan has been created in an effort to eliminate sediment from leaving the Village of WestClay Block "F" commercial Buildings and Townhomes, Part II, Section 3001 -A, Block "F" project during construction protecting the adjoining properties and Elliot Creek. The majority of the existing watershed sheet flows prior to entering the existing streets & storm sewers in the adjoining sections. The storm sewer systems convey runoff through a series of ponds eventually discharging into Elliot Creek. PRECONSTRUCTION ACTIVITIES: 1. Call the Indiana Underground Plant Protection systems, Inc. ( "Holey Moley ") at 1- 800 - 382 -5544 to check the location of any existing utilities. They should be notified two working days before construction takes place. 2. An orange construction fence shall be constructed along the perimeter of the tree preservation areas prior to any earth moving. 3. A silt fence shall be installed at the edges of the project site where there is potential for any stormwater runoff. See Sheets C105 -C108 for locations of silt fence. 4. Curb inlet protection shall be installed at existing curb inlets and existing riser as depicted on plan. 5. Evaluate, mark and protect important trees and associated root zones. Evaluate existing vegetation suitable for use as filter strips along the North, South, East and West boundaries. 6. Maintain 10' minimum grass filter strips as depicted on plan. 7. A construction entrance shall be placed per the plan location. 8. Establish construction staging area for equipment and vehicles as for from detention ponds and swales as possible. 9. Establish onsite location for owner /operator /contractor placement of approved plans and Rule 5 N01 and Rule 5 inspection documentation. CONSTRUCTION ACTIVITIES: 1. Once erosion and sediment control measures are in place, begin land clearing followed immediately by rough grading. Do not leave large areas unprotected for more than 15 days. Rule 5 requires that all disturbed areas that potentially will be idle for 15 days or more will be stabilized (seeded, mulched, etc..) immediately. 2. After completion of mass grading, final grade and seed, landscape berms, common areas and swales immediately after grading is completed. 3. Upon completion of mass grading, install sanitary and storm sewers. As storm sewers are constructed, install inlet protection measures. 4. Upon completion of sewer installation and inlet protection, proceed with parking lot construction. 5. Liming of parking lot, if utilized, should be done prior to the installation of storm sewers to prevent the transmission of lime dust to ponds or receiving waters. 6. Sweep and clear all debris from streets and parking lots at least twice weekly. 7. Final grade all areas. Re -seed any disturbed areas. 8. Remove all temporary erosion and sediment control measures. 9. Notify the City of Camrel with a Notice of Termination letter upon completion of the project and stabilization of the site. B3 Stable construction entrance location(s) and specifications: See Stormwater Pollution Prevention Plan Sheets C107 -C108 for location and Sheet C804 for construction entrance details and specifications. 84 Sediment control measures for sheet flow areas: See Stormwater Pollution Prevention Plan Sheets C105 -C108 for locations of sediment control measures and Sheet C804 for construction details and specifications. 85 Sediment control measures for concentrated flow areas: See Stormwater Pollution Prevention Plan Sheets C105 -C108 for locations of sediment control measures and Sheet C804 for construction details and specifications. 86 Strom sewer inlet protection measures, locations and specifications: See Stormwater Pollution Prevention Plan Sheets C105 -C108 for locations of inlet protection measures and Sheet C804 for construction details and specifications. 87 Runoff control measures: See Stormwater Pollution Prevention Plan Sheets C105 -C108 for locations of runoff control measures and Sheet C804 for construction details and specifications. K Stormwater outlet protection specifications: See Stormwater Pollution Prevention Plan Sheets C105 -C108 for locations of stormwater outlet control measures and Sheet C804 for construction details and specifications. Q1 Grade stabilization structure locations and specifications: See Stormwater Pollution Prevention Plan Sheets C105 -C108 for locations of grade stabilization control measures and Sheet C804 for construction details and specifications. 8110 Location, dimensions, specifications and construction details of each stormwater quality measure: See Stormwater Pollution Prevention Plan Sheets C105 -C108 for locations of various stormwater quality measures and Sheet C804 for construction details and specifications. Temporary surface stabilization methods appropriate for each season: See Stormwater Pollution Prevention Plan Sheets C105 -C108 for locations of temporary surface stabilization measures and Sheet C804 for construction details and specifications. Permanent surface stabilization specifications: See Stormwater Pollution Prevention Plan Sheets C105 -C108 for locations of permanent surface stabilization measures and Sheet C804 for construction details and specifications. B 13 Material handling and spill prevention plan: Purpose: The intention of this Spill Prevention, Control and Countermeasures (SPCC) is to establish the procedures and equipment required to prevent the discharge of oil and hazardous substances in quantities that violate applicable water quality standards, cause a sheen upon or discoloration of the surface of navigable waters or adjoining shorelines, or cause sludge or emulsion to be deposited beneath the surface of the water or adjoining shorelines. The Plan also establishes the activities required to mitigate such discharges (i.e., countermeasures) should they occur. Definitions: Pollutant: means pollutant of any kind or in any form, including but not limited to sediment, paint, cleaning agents, concrete washout, pesticides, nutrients, trash, hydraulic fluids, fuel, oil, petroleum, fuel oil, sludge, oil refuse, and oil mixed with wastes other than dredged soil. Discharge: Includes but is not limited to, any spilling, leaking, pumping, pouring, emitting, emptying, or dumping. Navigable Waters: Means all waters of the United States that are connected with a navigable stream, lake, or sea. [Note: This definition is usually interpreted to mean any wastewater (even normally dry wash or storm sewer) that eventually drains into a navigable stream]. Plan Review and Amendements: This Plan shall be reviewed and /or amended, if necessary, whenever there is a change in the design of the site, construction, operation, or maintenance which materially affects the site's potential for the discharge of regulated material. Prediction of Potential Spills: 1. Nearest Navigable Water. Elliot Creek 2. Drainage System: The majority of the existing watershed sheet flows prior to entering the existing streets and storm sewers in the adjoining sections. The storm sewer systems convey runoff through a series of ponds eventually discharging into Elliot Creek. It then follows the ditch southeast. 3. Possible Spill Sources (during construction): Vehicular sources such as leaking fuel or oil, brake fluid, grease, antifreeze; construction trash and debris, biological agents found in trash and debris, fertilizers, household items including but not limited to cleaning agents, chemicals, paint, herbicides and pesticides. 4. Groundwater Contamination: The facility maintains NO above ground or under ground storage tanks at this site. Therefore, it is felt that there is little or no possibility of construction groundwater contamination. The facility does have city sanitary sewer and city water. Alert Procedures for Spills: ADDITIONAL STORMWATER POLLUTION PREVENTION 1. Any personnel observing a spill will immediately instigate the following MEASURES procedure: a.) Dialing "0" from any telephone. b.) Notify the appropriate emergency personnel. VFHI 2. The Emergency Coordinator will then take the following actions: a.) Barricade the area allowing no vehicles to enter or leave the spill zone. b.) Notify the Indiana Department of Environmental Management, Office of Emerge -)cy Response by calling the appropriate telephone number: Office 317- 233 -7745 Toll Free 800 - 233 -7745 Also the National Response Center at 800- 424 -8802 and provide the following information: - Time of observation of the spill - Location of the spill - Identity of material spilled - Probable source of the spill - Probable time of the spill - Volume of the spill and duration - Present and anticipated movement of the spill - Weather conditions - Personnel at the scene Action initiated by personnel C.) Notify the City of Carmel Fire Department Phone: 9 -1 -1 d.) Notify the City of Carmel Police Department Phone: 9 -1 -1 e.) Notify waste recovery contractor, maintenance personnel or other contractual personnel as necessary for cleanup. f.) Coordinate and monitor cleanup until the situation has been stabilized and all spills have been eliminated. g.) Cooperate with the IDEM -OER on procedures and reports involved with the event. Cleanup Parameters: 1. The Developer / Homeowners Association shall be continually kept informed, maintain lists of qualified contractors and available Vac - trucks, tank pumpers and other equipment readily accessible for clean -up operations. In addition, a continually updated list of available absorbent materials and clean -up supplies should be kept on site. 2. All maintenance personnel will be made aware of techniques for prevention of spills. They will be informed of the requirements and procedures outlined in this plan. They will be kept abreast of current developments or new information on the prevention of spills and / or necessary alterations to this plan. 3. When spills occur which could endanger human life and this becomes primary concern, the discharge of the life saving protection function will be carried out by the local police and fire departments. 4. Absorbent materials, which are used in cleaning up spilled materials, will be disposed of in a manner subject to the approval of the Indiana Department of Environmental Management. 5. Flushing of spilled material with water will not be permitted unless so authorized by the Indiana Department of Environmental Management. B14 Monitoring and maintenance guidelines for pollution prevention measures: A self- monitoring program must be implemented by the project site owner to ensure the stomrwater pollution prevention plan is working effectively. A trained individual, acceptable to the City of Carmel, shall perform a written evaluation of the project site by the end of the next business day following each measurable storm event. If there are no measurable storm events within a given week, the site should be monitored at least once in that week. Weekly inspections by the trained individual shall continue until the entire site has been stabilized and the 'verified" copy of the Notice of Termination has been issued. Straw Bale Dam Maintenance Requirements 1. Inspect straw bale dams after each storm event and promptly remove any sediment deposits to insure adequate storage volume for the next rain, taking care not to undermine the entrenched bales. 2. Inspect periodically for deterioration or damage from construction activities and repair immediately. 3. After the contributing drainage area has been stabilized, remove all straw bales and sediment deposits, bring the disturbed area to grade and stabilize it. Silt Fence Maintenance Requirements 1. Inspect the silt fence periodically and after each storm event. 2. If fence fabric tears, starts to decompose or in any way becomes ineffective, replace the affected portion immediately. 3. Remove deposited sediment when it reaches half the height of the fence at it's lowest point or is causing the fabric to bulge. 4. Take care to avoid undermining the fence during cleanout. 5. After the contributing drainage area has been stabilized, remove the fence and sediment deposits, bring the disturbed area to grade and stabilize it. Temporary Sediment Trap Maintenance Requirements 1. Inspect temporary sediment traps after each storm event and immediately repair any erosion and piping holes. 2. Remove sediment when it has accumulated to one -half the design depth. 3. Replace spillway gravel facing when clogged. 4. Inspect vegetation and re -seed if necessary. 5. Check the spillway depth periodically to insure a minimum of 1.5 ft depth from the lowest point of the settled embankment to highest point of the spillway crest and fill any low areas to maintain desired elevation. 6. Promptly replace any displaced rip -rop, being careful that no stones in the spillway are above design grade. 7. After all disturbed areas have been st.Xilized, remove the structure and sediment, smooth the site to blend with adjoining areas and stabilize it. Sandbag Curb Inlet Barrier Maintenance Requirements 1. Inspect frequently for damage by vehicular traffic and repair if necessary. 2. Inspect and clean after each 0.5 inch storm event or at least once per week. 3. Remove sediment, without flushing, when it reaches half the height of the barrier. 4. Deposit removed sediment where it will not enter storm sewer drains. Block and Gravel Curb Inlet Protection Maintenance Requirements 1. After each storm event remove the sediment and replace the gravel, replace the geotextile fabric if used. 2. Periodically remove sediment and tracked -on soil from the street, without flushing, to reduce the sediment load on the curb inlet protection. 3. At least once a week and after every 0.5 inch rainfall event inspect, repair and clean curb inlet protection. Keep grates free of debris. 4. After the contributing drainage area has been stabilized, remove the gravel, wire mesh, geotextile fabric and sediment deposits and dispose of them properly. Erosion Control Blanket (Surface Applied) Maintenance Requirements 1. During vegetative establishment, inspect after each storm event for any erosion below the blanket. 2. If any area(s) shows erosion, pull back that portion of the blanket covering it, re -seed the area and relay and staple the blanket. 3. After vegetative establishment check the treated area periodically. Temporary Gravel Construction Entrance Maintenance Requirements 1. Inspect entrance pad and sediment disposal area weekly and after storm events or heavy use. 2. Reshape as needed for drainage and runoff control. 3. Topdress with clean stone as needed. 4. Immediately remove mud and sediment tracked or washed onto streets by brushing or sweeping. Flushing should only be used if the water is conveyed into a sediment trap or basin. 5. Repair any broken road pavement immediately. B15 Erosion & sediment control specifications for individual building lots: See Stormwater Pollution Prevention Plan Sheets C105 -C108 for project erosion and sediment control specifications. C1 Description of pollutants and their sources associated with the proposed land use: Silt and sediment from exposed soils, leaves, mulch, vehicular sources such as leaking fuel or oil, brake fluid, brake dust, grease, antifreeze, metals, rubber fragments, road grit, salts and sands, I construction trash and debris, fertilizers, household items including but not limited to cleaning g agents, chemicals, paint, miscellaneous home improvement materials, toys, clothing and animal waste, elevated storm runoff temperatures, acid rain pesticides and pathogens. C2 Sequence describing stormwater quality measure implementation: 1. Inspect and maintain all erosion control measures as detailed in the Stormwater Pollution Prevention Measures Maintenance Requirements beginning immediately after installation and continuing until vegetation has been sufficiently established and all construction activity is complete. 2. Install and maintain post- con truction BMPs. A series of wet ponds and a mechanical BMP wil be utilized on this specific project. 3. Remove all individual inlet protection and straw bale dams, silt fences, etc. only after seeding and sufficient vegetative growth has been established in each area to a point where sediment /pollutants will not enter the lake(s) or storm sewer system. 4. It is recommended that any proposed wetland areas and plantings (if any) be constructed /placed after final grading and sufficient vegetative growth has been established to a point where sediment /pollutants will not enter the proposed wetlands. 5. Inspection and maintenance of all common areas and infrastructure improvements is the responsibility of the owner /developer or his designee until improvements are accepted for maintenance by homeowners association or local agencies. 6. Inspection and maintenance of individual lots is the responsibility of the home builder or his designee until the homeowner buys and thereby accepts responsibility for the individual lot. C3 Description of proposed post construction stormwater quality measures: Site and facility design for stormwater quality protection on this site employs a multi -level strategy consisting of 1. Reducing or eliminating post - project runoff by using wet detention ponds and mechanical BMPs. 2. Controlling sources of pollutants. 3. And if needed, treating contaminated stormwater runoff before discharging it into the storm sewer system or receiving waters. Stormwater quality measures for reducing, eliminating or controlling pollutants (source controls) for this project site and surounding area include: a. Dention /Retention - Detain stormwater runoff an extanded period of time to allow pollutants that are suspended to settle out. Runoff will pass through 4 large wet ponds providing for a significant increase in travel time as well as very low velocities through the overall Village of westClay development prior to discharging into Elliot Creek as part of the master drainage plan for the project. The Prudentia Building is part of the overall Village of WestClay development. b. Reducing Runoff or Direct runoff from impervious areas - Reduction in volume of runoff potentially carrying suspended solids and pollutants. This is achieved through a series of 4 large wet ponds as part of the Village of WestClay master drainage plan. c. Permanent erosion control seeding and plantings - Biological and chemical processes in soils and vegetation to filter out pollutants. d. Outlet protection & velocity dissipation devices - Prevent surface erosion resulting in decreased suspended solids and preserving established downstream vegetative cover. e. Rock slope protection - Prevent surface erosion resulting in decreased suspended solids. f. Mechanical BMP's - Reduces oil, grease, debris, and suspended solids through gravity, centrifugal force, or other methods. It is the intent of this plan that the implementation of the above described stormwater quality measures be executed in accordance with the enclosed plans and details in order to meet the requirements of Rule 5 storm water quality. C4 Location, dimensions, specifications and construction details of stormwater quality measures: A series of wet ponds and a mechanical BMP will be utilized as post- construction BMPs. See Stormwater Pollution Prevention Plan Sheets C105 -C108 for locations of temporary stormwater quality measures and Sheet C804 for construction details and specifications. Description of maintenance guidelines for proposed water quality measures: See attached BMP Operations and Maintenance Manual. CLE &EQUIPMENT MAINTENANCE Description and Purpose Prevent or reduce the contamination of stormwater resulting from vehicle and equipment maintenance by running a "dry and clean site ". The best option would be to perform maintenance activities at an offsite facility. If this option is not available then work should be performed in designated areas only, while providing cover for materials stored outside, checking for leaks and spills, and containing and cleaning up spills immediately. Suitable Applications These procedures are suitable on all construction projects where an onsite yard area is necessary for storage and maintenance of heavy equipment and vehicles. Limitations Onsite vehicle and equipment maintenance should only be used where it is impractical to send vehicles and equipment offsite for maintenance and repair. Sending vehicles /equipment offsite should be done in conjunction with a Stabilized Construction Entrance /Exit. Outdoor vehicle or equipment maintenance is a potentially significant source of stormwater pollution. Activities that can contaminate stormwater include engine repair and service, changing or replacement of fluids, and outdoor equipment storage and parking (engine fluid leaks). Implementation If maintenance must occur onsite, use designated areas, located away from drainage courses. Dedicated maintenance areas should be protected from stormwater runon and runoff, and should be located at least 50 ft from downstream drainage facilities and watercourses. Drip pans or absorbent pads should be used during vehicle and equipment maintenance work that involves fluids, unless the maintenance work is performed over an impermeable surface in a dedicated maintenance area. Place a stockpile of spill cleanup materials where it will be readily accessible. All fueling trucks and fueling areas are required to have spill kits and /or use other spill protection devices. Use adsorbent materials on small spills. Remove the absorbent materials promptly and dispose of properly. Inspect onsite vehicles and equipment daily at startup for leaks, and repair immediately. Keep vehicles and equipment clean; do not allow excessive build -up of oil and grease. Segregate and recycle wastes, such as greases, used oil or oil filters, antifreeze, cleaning solutions, automotive batteries, hydraulic and transmission fluids. Provide secondary containment and covers for these materials if stored onsite. Train employees and subcontractors in proper maintenance and spill cleanup procedures. Drip pans or plastic sheeting should be placed under all vehicles and equipment placed on docks, barges, or other structures over water bodies when the vehicle or equipment is planned to be idle for more than 1 hour. Properly dispose of used oils, fluids, lubricants, and spill cleanup materials. Do not place used oil in a dumpster or pour into a storm drain or watercourse. Properly dispose of or recycle used batteries. Do not bury used tires. Repair leaks of fluids and oil immediately. Listed below is further information if you must perform vehicle or equipment maintenance onsite. Inspection and Maintenance Inspect and verify that BMPs are in place prior to the commencement of associated activities. While activities associated with the BMP are under way, inspect weekly to verify continued BMP implementation. Keep ample supplies of spill cleanup materials onsite. Maintain waste fluid containers in leak proof condition. Vehicles and equipment should be inspected on each day of use. Leaks should be repaired immediately or the problem vehicle(s) or equipment should be removed from the project site. Inspect equipment for damaged hoses and leaky gaskets routinely. Repair or replace as needed. VEHICLE AND EQUIPMENT FUELI\IG Description and Purpose Vehicle equipment fueling procedures and practices are designed to prevent fuel spills and leaks, and reduce or eliminate contamination of stormwater. This can be accomplished by using offsite facilities, fueling in designated areas only, enclosing or covering stored fuel, implementing spill controls, and training employees and subcontractors in proper fueling procedures. Limitations Onsite vehicle and equipment fueling should only be used where it is impractical to send vehicles and equipment offsite for fueling. Sending vehicles and equipment offsite should be done in conjunction with a Stabilized Construction Entrance/ Exit. Implementation Use offsite fueling stations as much as possible. These businesses are better equipped to handle fuel and spills properly. Performing this work offsite can also be economical by eliminating the need for a separate fueling area at a site. Discourage "topping -off' of fuel tanks. r Absorbent spill cleanup materials and spill kits should be available in fueling areas and on fueling trucks, and should be disposed of properly after use. Drip pans or absorbent pads should be used during vehicle and equipment fueling, unless the fueling is performed over an impermeable surface in a dedicated fueling area. Use absorbent materials on small spills. Do not hose down or bury the spill. Remove the adsorbent materials promptly and dispose of properly. Avoid mobile fueling of mobile construction equipment around the site; rather, transport the equipment to designated fueling areas. r Train employees and subcontractors in proper fueling and cleanup procedures. Dedicated fueling areas should be protected from stormwater runon and runoff, and should be located at least 50 ft away from downstream drainage facilities and watercourses. Fueling must be performed on level -grade areas. Protect fueling areas with berms and dikes to prevent runon, runoff, and to contain spills. Nozzles used in vehicle and equipment fueling should be equipped with an automatic shutoff to control drips. Fueling operations should not be left unattended. Federal, state, and local requirements should be observed for any stationary above ground storage tanks. Ins &ction and Maintenance Vehicles and equipment should be inspected each day of use for leaks. Leaks should be repaired immediately or problem vehicles or equipment should be removed from the project site. Keep ample supplies of spill cleanup materials onsite. Immediately clean up spills and properly dispose of contaminated soil and cleanup materials. S0110 WASTF MANAGFMIENT Description and Purpose Solid waste management procedures and practices are designed to prevent or reduce the discharge of pollutants to stormwater from solid or construction waste by providing designated waste collection areas and containers, arranging for regular disposal, and training employees and subcontractors. Suitable Applications This BMP is suitable for construction sites where the following wastes are generated or stored: Solid waste generated from trees and shrubs removed during land clearing, demolition of existing structures (rubble), and building construction Packaging materials including wood, paper, and plastic Scrap or surplus building materials including scrap metals, rubber, plastic, glass pieces and masonry products Domestic wastes including food containers such as beverage cans, coffee cups, paper bags, plastic wrappers, and cigarettes Construction wastes including brick, mortar, timber, steel and metal scraps, pipe and electrical cuttings, nonhazardous equipment parts, styrofoom and other materials send transport and package construction materials Implementation The following steps will help keep a clean site and reduce stormwater pollution: Select designated waste collection areas onsite. Inform trash - hauling contractors that you will accept only watertight dumpsters for onsite use. Inspect dumpsters for leaks and repair any dumpster that is not watertight. Provide an adequate number of containers with lids or covers that can be placed over the container to keep rain out or to prevent loss of wastes when it is windy. Plan for additional containers and more frequent pickup during the demolition phase of construction. Collect site trash daily, especially during rainy and windy conditions. Remove this solid waste promptly since erosion and sediment control devices tend to collect litter. Make sure that toxic liquid wastes (used oils, solvents, and paints) and chemicals (acids, pesticides, additives, curing compounds) are not disposed of in dumpsters designated for construction debris. Do not hose out dumpsters on the construction site. Leave dumpster cleaning to the trash hauling contractor. Arrange for regular waste collection before containers overflow. Clean up immediately if a container does spill. Make sure that construction waste is collected, removed, and disposed of only at authorized disposal areas. Collection. Storage, and Disposal Littering on the project site should be prohibited. To prevent clogging of the storm drainage system, litter and debris removal from drainage grates, trash racks, and ditch lines should be a priority. Trash receptacles should be provided in the contractor's yard, field trailer areas, and at locations where workers congregate for lunch and break periods. Litter from work areas within the construction limits of the project site should be collected and laced in watertight dumpsters at least weekly, regardless of whether the litter was generated by he contractor, the public, or others. Collected litter and debris should not be placed in or next to drain inlets, stormwater drainage systems, or watercourses. Dumpsters of sufficient size and number should be provided to contain the solid waste generated by the project. Full dumpsters should be removed from the project site and the contents should be disposed of by the trash hauling contractor. Construction debris and waste should be removed from the site biweekly or more frequently as needed. Construction material visible to the public should be stored or stacked in an orderly manner. Stormwater runon should be prevented from contacting stored solid waste through the use of berms, dikes, or other temporary diversion structures or through the use of measures to elevate waste from site surfaces. Solid waste storage areas should be located at least 50 ft from drainage facilities and watercourses and should not be located in areas prone to flooding or ponding. Inspection and Maintenance Inspect and verify that activity -based BMPs are in place prior to the commencement of associated activities. While activities associated with the BMP are under way, inspect weekly to verify continued BMP implementation. Inspect BMPs subject to non - stormwater discharge daily while non - stormwater discharges occur Inspect construction waste area regularly. Arrange for regular waste collection. The following steps will help reduce stormwater pollution from concrete wastes: Discuss the concrete management techniques described in this BMP (such as handling of concrete waste and washout) with the ready -mix concrete supplier before any deliveries are made. Incorporate requirements for concrete waste management into material supplier and subcontractor agreements. Store dry and wet materials under cover, away from drainage areas. Avoid mixing excess amounts of fresh concrete. Perform washout of concrete trucks offsite or in designated areas only. Do not wash out concrete trucks into storm drains, open ditches, streets, or streams. Do not allow excess concrete to be dumped onsite, except in designated areas. For onsite washout: - Locate washout area at least 50 feet from storm drains, open ditches, or water bodies. - Do not allow runoff from this area by constructing a temporary pit or bermed area large enough for liquid and solid waste. - Wash out wastes into the temporary pit where the concrete can set, be broken up, and then disposed properly. - Avoid creating runoff by draining water to a bermed or level area when washing concrete to remove fine particles and expose the aggregate. - Do not wash sweepings from exposed aggregate concrete into the street or storm drain. Collect and return sweepings to aggregate base stockpile or dispose in the trash. DEWATERING AND PUMPING OPERATIONS Description and Purpose Dewatering operations are practices that manage the discharge of pollutants when non - stormwater and accumulated precipitation must be removed from a work location so that construction work may be accomplished. Suitable ADDlications These practices are implemented for discharges of nonstormwater from construction sites. Non - stormwaters include, but are not limited to, groundwater, water from cofferdams, water diversions, and waters used during construction activities that must be removed from a work area. Practices identified in this section are also appropriate for implementation when managing the removal of accumulated precipitation(stormwater) from depressed areas at a construction site. Limitations Site conditions will dictate design and use of dewatering operations. The controls discussed in this best management practice (BMP) address sediment only. The controls detailed in this BMP only allow for minimal settling time for sediment particles. Use only when site conditions restrict the use of the other control methods. Dewatering operations will require, and must comply with, applicable local permits. Implementation Dewatering discharges must not cause erosion at the discharge point. A variety of methods can be used to treat water during dewatering operations. Several devices are presented below and provide options to achieve sediment removal. The size of particles present in the sediment and Permit or receiving water limitations on sediment are key considerations for selecting sediment treatment option(s); in some cases, the use of multiple devices may be appropriate. Sediment Basin ios::r tior,. A sediment basin is a temporary basin with a controlled release structure that is formed by excavation or construction of an embankment to detain sediment -laden runoff and allow sediment to settle out before discharging. Sediment basins are generally larger than Sediment Traps. Appropriate App %rcotiors: Effective for the removal of gravel, sand, silt, some metals that settle out with the sediment, and trash. rr,ementction: Excavation and construction of related facilities is required. Temporary sediment basins must be fenced if safety is a concern. Outlet protection is required to prevent erosion at the outfall location. '/l ai r t erl or %Ce: Maintenance is required for safety fencing, vegetation, embankment, inlet nd outfall structures, as well as other features. Removal of sediment is required when the storage volume is educed by one -half. Sediment Trap A sediment trap is a temporary basin formed by excavation and /or construction of an earthen embankment across a waterway or low drainage area to detain sediment -laden runoff and allow sediment to settle out before discharging. Sediment traps are generally smaller than Sediment Basins. Ap,oroprate AppiicaHors: Effective for the removal of large and medium sized particles (sand and gravel) and some metals that settle out with the sediment. rr , em.-r) to Lion: Excavation and construction of related facilities is required. Trap inlets should be located to maximize the travel distance to the trap outlet. Use rock or vegetation to protect the trap outlets against erosion. l /�'iri terlCr -c Maintenance is required for vegetation, embankment, inlet and outfall structures, as well as other features. Removal of sediment is required when the storage volume is reduced by one - third. Gravity Boa Filter Descrip tion: A gravity bag filter, also referred to as a dewatering bag, is a square or rectangular bag made of non -woven geotextile fabric that collects sand, silt, and fines. Approprie to Applice tions: Effective for the removal of sediments (gravel, sand, and silt). Some metals are removed with the sediment. lmplemen to tion: Water is pumped into one side of the bag and seeps through the bottom and sides of the bag. A secondary barrier, such as a rock filter bed or straw /hay bale barrier, is placed beneath and beyond the edges of the bag to capture sediments that escape the bag. Mointer,once: Inspection of the flow conditions, bag condition, bag capacity, and the secondary barrier is required. Replace the bag when it no longer filters sediment or passes water at a reasonable rate.The bag is disposed of offsite. EVALUATION FOR CONSTRUCTION PROJECTS A trained individual shall perform a written evaluation of the project site. a. By the end of the next business day following each rainfall that exceeds 0.5" b. A minimum of one (1) time per week Project Name: Name of Trained Individual: vac, Date of Inspection: NI.. If une rin +A +h,n rnin cfnnnar1- Inches to 11111) No. LYVIUVUVl1 ,v„v.Ili v • 4• .• . • -- .-- -- --• - - - PROBLEM or CONCERN YES I NO N/A 1. Is the site information posted at the entrance? o 0 2. Are all necessary permits attained and special provisions being implemented? LEI H 3. Is a construction entrance installed? Is it effective? Is it enough 2 0 4. Public and private streets are clean? 0 5. Are appropriate practices installed where stormwater leaves the site? 0 ion LLM 6. Silt fence is entrenched into the round? Il,-4 ,:� 0 z = O 7. Silt fence is upright? Fabric and stakes meets ecifications? Fabric is not to torn? Terminated to higher round? Property joined at ends? M W 8. Sediment basins and traps are installed according to the plan? The pipe or rock spillway is functional? � Z � 9. The earthwork for erosion and sediment control practices is properly graded, seeded and /or mulched? Q Z O � Q Z 10. Diversions swales and/or waterbars are installed to plan and protected? :V1 Q 11. Perimeter have adequate capacity and do not need to be cleaned out? � J � U 12. _practices Inlet protection is installed on all functional inlets? not filter fabric under rate Q) ll W } bJ 13. Inlet protection is installed so water does not flow under it? 0 w 14. The frame, cross-bracing and/or stakes are adequate and meetspecifications? w 15. I The fabric, straw, mulch and/or stone is intact without holes or tears? C4 16. Catch basin insert protection is installed where required? 1=1 17. Sediment has been removed from the practice? U 18. Swoles and ditches have been stabilized or protected? C) 19. Stormwater outlets are adequately stabilized? F-4 20. Temporary stabilization of distributed ground has been addressed? 21. Disturbed areas that will lie dormant for 15 days are planned to be protected? 22. All protected dormant areas meet a minimum 70% coverage 23. I Growing vegetation has sufficient water and/or nutrients to row? 24. 1 Permanent stabilization of disturbed ground is progressing through the project? 25. 1 Final gradinq and stabilization is progressing on completed areas? 1 il has been ro erl re aced for seeding? 26. 27. Hard or soft ormoring is installed where natural vegetation will erode? 28. Water pumping operations have a protected outlet and discharge water is clear? 29. A designated washout is established for concrete trucks? 30. A dumpster is onsite for trash disposal? 31. Fuel tanks and other toxic materials are safely stored and protected? 32. Smaller construction sites not required to file a separate NOI are complying with the overall Ian? 33. 34. ALL PROBLEMS OR CONCERNS NEED TO BE ADDRESSED WITH A CORRECTIVE ACT10N Identify the problem by number and /or provide additional explanation as needed. Developer Representative contacted, name and date: Contractor Representative contacted, name and date: Report Submitted by. Date: Date: Date: \\�\ \ \\ \ \ \ 111111 {III ! III////, / /� /, \ ",,.�� qON T. Bo °% T.... ��P��1S ER�,o..�F No. - 10000075 � STATE OF . % / /,,s /ONAL - x\1N` // / / / 11111 t I I I I 1 1111 \ \ \ \\ - 31t4vo� , 1.5�` L, DATE: 6/30/06 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2006) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 301 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering 2 6/30/06 1238.057 DRAWN BY: s MCI) o 0 Z DRAWING FILES: N: \1238 \057 \DWGSC803- 804.DWG LEI H 2 0 M CJ 0 ®C oc 0 ion LLM a C4 1 Il,-4 ,:� 0 z = O Z S-2 w \\�\ \ \\ \ \ \ 111111 {III ! III////, / /� /, \ ",,.�� qON T. Bo °% T.... ��P��1S ER�,o..�F No. - 10000075 � STATE OF . % / /,,s /ONAL - x\1N` // / / / 11111 t I I I I 1 1111 \ \ \ \\ - 31t4vo� , 1.5�` L, DATE: 6/30/06 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2006) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 301 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 6/30/06 1238.057 DRAWN BY: CHECKED BY: U) SHEET TITLE: STORMWATER POLLUTION PREVENTION DETAILS &NOTES DRAWING FILES: N: \1238 \057 \DWGSC803- 804.DWG SHEET NO.: (C00(03 M Ct p r---q U Il,-4 ,:� U) W U E4 M W Z � � Z � -r Q Z O � Q Z 0 :V1 Q :2i � J � U � 124 U Q) ll W } bJ U 0 w Z w _ 0% -<� C4 r----i r-1 1=1 U C) F-4 M DATE: PROJECT NO.: 6/30/06 1238.057 DRAWN BY: CHECKED BY: BET SHEET TITLE: STORMWATER POLLUTION PREVENTION DETAILS &NOTES DRAWING FILES: N: \1238 \057 \DWGSC803- 804.DWG SHEET NO.: (C00(03 Soils Legend & Descriptions: Br - Brookston silty clay loam, Soil Description and Characteristics: The main soil features that adversely affect engineering uses of this soil are a seasonal high water table, high potential frost action, moderate shrink -swell potential and moderate permeability. This soil has severe limitations for building sites. The site needs to be artificially drained and protected from flooding. Dwellings with basements should not be constructed on this soil. This soil has severe limitations for local roads and streets because of seasonal high water table and high potential frost action. The base material for roads and streets should be replaced or strengthened with suitable material. CrA - Crosby silt loam, Soil Description and Characteristics: The main soil features that adversely affect engineering uses of this soil are a seasonal high water table, high potential frost action, moderate shrink -swell potential and moderate permeability. This soil has severe limitations for building sites. The site needs to be artificially drained to prevent wetness from becoming a problem. Dwellings with basements should not be constructed on this soil. This soil has severe limitations for local roads and streets because of seasonal high water table and high potential frost action. The base material for roads and streets should be replaced or strengthened with suitable material. Recommendations and methods to overcome soil limitations: Limitations for local roads, streets and dwellings because of seasonal high water table and high potential frost action can be overcome by the use of curb underdrains, sub -base strengthening or lime stabilization. Swoles which sever the surface drainage can also help. High water tables can be overcome with respect to basement construction with the use of perimeter foundation drains and sump pumps. Refer to the site construction drawings and details for specific information related to the proposed infrastructure improvements on this site. R. I of I • I s= ��II 1111111111111�� 1111 CURB INLET SEDIMENT BARRIER NO SCALE 3 SEEDING -,, 11 111IF:_ III 6" MIN. TURN DOWN / w /111 III EROSION CONTROL BLANKET (NORTH AMERICAN GREEN S -75 OR EQUAL) / - EXISTING GRADE / -11 EROSION CONTROL MATTING DETAIL SOOLS I qAP NOT TO SCALE 2 stakes (typ) per bale Plan (n.t.s.) flow straw bale stake (typ) bindings to be straw bale placed parallel to ground 3 " -6 "undertoe Profile (n.t.s.) SEDIMENT FILTER DETAIL SIGN TO INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA BERM AROUND PERIMETER 12" MIN 12° GROUND SURFACE 2' -0" MIN COMPACTED EMBANKMENT 3:1 OR FLATTER �- MATERIAL TYP. SIDE SLOPES 15'x15' MIN OR AS REQUIRED TO CONTAIN WASTE CONCRETE NOTES: 1. CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE. 2. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA, AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS. 3. THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE. 4. AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN APPROVED WASTE SITE. 5. WHEN THE CONCRETE WASHOUT ARE IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE INSPECTOR. CONCRETE WASHOUT DETAIL i -gyp - I SILT FENCE Z"y X TYPICAL TYPICAL TOPSOIL STOCKPILE Seedbed Preparation Apply lime to raise the pH to the level needed for species being seeded. Apply 23 pounds of 12 -12 -12 analysis fertilizer (or equivalent) per 1000 sq. ft. (approximately 1000 pounds per acre) or fertilize according to test. Application of 150 lbs. of ammonium nitrate on areas low in organic matter and fertility will greatly enhance vegetative growth. Work the fertilizer and lime into the soil to a depth of 2 -3 inches with a harrow, disk or rake operated across the slope as much as possible. Seeding Select a seed mixture based on projected use of the area (Figure 5 -2), while considering best seeding dates. See Figure 5 -3 this sheet. If toler- ances are a problem, such as salt tolerance of seedings adjacent to streets and highways, see Figure 5 -4 this sheet before final selection. Figure 5 -2: Permanent Seed Mixtures Species Seeding Rate Suitable pH Site Suitability* lbs/acre lbs/1000 well sq. ft. Droughty Drained Wet Level and Sloping, Open Areas 1. Tall Fescue 35 .8 5.5 -8.3 2 1 2 2. Tall Fescue 25 .6 5.5 -8.3 1 Red Clover ** 5 .12 3. Kentucky Bluegrass 15 .4 5.5 -7.5 2 1 Creeping Red Fescue 15 .4 Steep Banks and Cuts 4. Toll Fescue 15 .4 5.8 -7.5 2 1 2 Kentucky Bluegrass 25 .6 5. Tall Fescue 35 .8 5.5 -8.3 2 1 Emerald Crownvetch ** 10 .25 Lawns and High Maintenance Areas 6. Kentucky Bluegrass 40 .9 5.8 -7.5 2 1 Creeping Red Fescue 40 .9 7. Perennial Ryegrass 170 4.0 5.0 -7.5 1 (Turf Type) 8. Tall Fescue 170 4.0 5.5 -8.3 2 1 2 * 1 - Preferred 2 - Will Tolerate ** Inoculate with specific Inoculant. \ pe e O ° 0 •e °0 o °D•o Oe o °o.o °o.o PUBLIC ROAD 0-0. ° °° • ° °°°•'' ° ° . 0 ° 0 ° 50' (MIN) o ` - ° ° °e° •' ° ° ° •o ov v;p o:0 0vo •p °0•o o•o o•o o•o o•e 0 °0•o- O•o °0•o- O•o- 0•o °O•o ° - ' • e • °. e'°• • e 'o O. o°°• • . 'Oo p ee .• ° . ' eO9O ••- •• °s °o '. e ,°° �OoO ° ' - •• . °eO° p .',°° o, o oO .' e ° ° •• a • °o° O • ,•° .• ° 'Oo° 9 • ' - •• °e Oe oO ° � ° e • °° °• • 0o° O9 ° ••• °. OOo O ° ° ° ° . 9 - ° . O ' 9 ' O • e 0 . O o . °• . 0'0,0 ' ,•. O O09 • .•° o 0o0 .'.- 0 °° ° ° OO ° 0 ' O ° OO ° ' •• o o ' ° ' O 9.0 °0'0 . 0 .9 °0° 9.0° 9 0° 90 1• . ' o ' O • O o O O O • o ° o • ° o p ' 0 9 ' 0 • o ° 0 o 0 • o o' p ° ° .. ° ° . 9 • ° . 9 • Q . p ° ° . p • ° 0... O . o she '0.0 °0 0 °0•0'0•o °o•e'o•o -:° °0 0.9 °0.9 °0.9.0.9° o.' °0•e °0•e °O'er °O'�. - :o•• •0'0.0.0• °•O.0 p• 6" (MIN) •0 0•p °°• ° •0• 0• 12' (MIN) 2 " -3" COARSE AGGREGATE GEOTEXTILE FABRIC TO STABILIZE FOUNDATION (ESPECIALLY IMPORTANT WHERE WETNESS IS ANTICIPATED) STORMWATER POLLUTION REVELATION SCHEDULE EROSION CONTROL MEASURE MAINTENANCE INSTALLATION SEQUENCE TEMP. DIVERSION SWALE & SILT TRAPS AS NEEDED Silt Fence shall be a machine produced, non -woven geotextile of 100% PRIOR TO CLEARING AND GRADING STONE ENTRANCE AS NEEDED to stakes over fabric as reinforcement. * PRIOR TO CLEARING AND GRADING SILT FENCE WEEKLY, AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING EXISTING INLET PROTECTION WEEKLY, AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING TREE PROTECTION WEEKLY, AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING TEMPORARY DIVERSIONS WEEKLY, AFTER STORM EVENTS AND AS NEEDED ALONG WITH ROUGH GRADING TEMPORARY SEEDING WATER AS NEEDED AFTER ROUGH GRADING PERMANENT SEEDING WATER AS NEEDED AFTER FINISH GRADING EROSION CONTROL MATTING WEEKLY AFTER STORM EVENTS AND AS NEEDED AFTER FINISH GRADING STRAW BALES WEEKLY, AFTER STORM EVENTS AND AS NEEDED AFTER FINISH GRADING INLET PROTECTION WEEKLY, AFTER STORM EVENTS AND AS NEEDED AFTER EACH INLET IS PLACED SEED SOD & LANDSCAPE AROUND WATER AS NEEDED AFTER FINISHED GRADING AROUND FINISHED UNITS FINISHED UNITS FINISHED N A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL STRAW BALES N A w AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF INLET PROTECTION N A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF SILT FENCE SLOPE LENGTH (FT.) DQ KtWUIKtU UVt IU UtrIN Ur rwn. 75 .'.'.'.'. 50 C ::::::::::::::::::::: 25 B .' .:::::::::::::::::::: :::: 00 .'.'.'.'.'.' :::::::::::::::::: C 75 .............:1::1.......:1:1 C :•:•: 1::1::1:::1:•: 50 ....................... C UV X75-- A ...................... 5o A :.:.'B .:.::.::.:::::::::: 25 •••• B CHANNEL LININGS UTILIZE STAPLE PATTERN 0 .' ..... .............. 4:1 3:1 2:1 1:1 WITH ADDn1ONAL STAPLES ON SIDE SLOPES AT CHANNEL PRO ECTED WATER LINE. SLOPE GRADIENT LINING STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN EROSION CONTROL BLANKETS. STAPLE PATTERNS MAY VARY DEPENDING UPON SOIL TYPE AND AVERAGE ANNUAL RAINFALL. AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE DRAINAGE OVER LARGE AREAS IS DIRECTED ONTO THE BLANKETS, STAPLE PATTERN 'C' SHOULD BE UTILIZED. THE EDGES OF THE BLANKET SHOULD BE BUTTED AGAINST EACH OTHER, THE EDGES OF THE SCC225 SHOULD BE OVERLAPPED 2'. THE BLANKET SHOULD NOT BE o STRETCHED BUT ALLOWED TO LAY" LOOSELY ON THE SOIL SURFACE TO ACHIEVE MAXIMUM BLANKET TO SOIL CONTACT. 7"' \ -- ROLL BLANKETS OUT IN DIRECTION nr WA ITP n nun i IN HIGH VELOCITY CHANNEL APPLICATIONS, CHECK SLOTS SHOULD BE ESTABLISHED EVERY 35 - 40'. THE SLOTS SHOULD BE 6' WIDE BY 6' DEEP WITH THE BLANKET STAPLED IN THE BOTTOM OF THE SLOT, THEN BACKFiLLED AND SEEDED. SILT FENCE PROJECT NO.: Silt Fence shall be a machine produced, non -woven geotextile of 100% polypropylene meeting the physical properties below. erosion at times other than in the shaded areas, All stakes shall be 2" X 2" hardwood 36" tall with 24" tall lath stapled to stakes over fabric as reinforcement. * All silt fence shall be prefabricated by the supplier. No field assembly will be accepted. ** FabricWeight ............................ ............................... 4 oz /syd Grab Strength ........................... ............................... Warp 125 lbs. Elongation................................. ............................... Warp 50 % Trapezoidal Tear Strength ........ ............................... 50 lbs. BurstStrength .......................... ............................... 200 psi UV Resistance ........................... ............................... > 70 % A. 0. S .......................................... ............................... 50-80 Slurry Flow Rate ....................... ............................... 225 gpm /sq. ft Sediment Retention .................. ............................... 75 % Silt Fence MatE -' Fence Post Fence Post Should be Buried 1' Below Ground Surface ON SLOPE APPLICATIONS, THE TOP OF THE BLANKET SHOULD BE 'SLOTTED IN' ABOVE THE BREAK OF THE SLOPE OR AT A MINIMUM, STAPLED IN PLACE WITH STAPLES 6' APART ON THE END OF THE BLANKET. 4 ON LONG SLOPES, THE ENDS OF THE BLANKETS SHOULD BE OVERLAPPED 4 - 6• IN A 'SHINGLE EFFECT'. r-i PREPARA11ON OF THE SEED BED, INCLUDING APPLICATION OF LIME, FERTILIZER AND SEED SHOULD BE CONDUCTED AS NORMAL PRIOR TO INSTALLATION OF BLANKET. roncinKi ICI AKIVC7T IKICTAI I A110KI Stakes 0 5' O.C. Ground Surface _ ice Material Should be Buried 6" Below Ground Surface. SILT FENCE DETAIL N TS DANDY BAG® Installation and Maintenance Guidelines Installation: The empty Dandy Bag(R) should be placed over the grate as the grate stands on end. If using optional oil absorbents; place absorbent pillow in pouch, on the bottom (below -grade side) of the unit. Attach absorbent pillow to tether loop. Tuck the enclosure flap inside to completely enclose the grate. Holding the lifting devices (do not rely on lifting devices to support the entire weight of the grate), place the grate into its frame. Maintenance: Remove all accumulated sediment and debris from surface and vicinity of unit after each storm event. Remove sediment that has accumulated within the containment area of the Dandy Bag® as needed. If using optional oil absorbents; remove and replace absorbent pillow when near saturation. DANDY BAG FLAP FOLDS OVER TO ENCLOSE GRATE VELCRO ,/-- CLOSURE GRATE LIFTING STRAPS ALLOW EA: MOVEMEN OF UNIT WITH GR9 �- STANDARD FABRIC IS AN ORANGE WOVEN MONOFILD ENT GRATE DANDY BAG' Temporary Seeding and Stablization Dates Wheat or Rye Oats Annual Ryegrass Permanent Seeding Non - Irrigated* Irrigated Dormant Seeding ** * Not necessary where mulch is applied. 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. PROJECT NO.: Irrigation needed during this period. To control 0 . erosion at times other than in the shaded areas, �V use mulch. * Late summer seeding dates may be extended 5 days DRAWING FILES: N: \1 238\057\DWGS\CB03- 804.DWG if mulch is applied. ** Increase seeding application by 50%. NOTE: MULCHING REQUIRED WHEN ACTUAL CONDTIONS HAMPER THE ESTABLISHMENT OF VEGATATIVE GROUND COVER. 0 FIGURE 5 -3 - Temporary Seedings - Kind of Seed 1000 Sq. Ft. Acre Remarks Wheat or Rye 3.5 lbs. 2 bu. Cover seed 1" to 0 1 1/2" deep Spring Oats 2.3 lbs. 3 bu. Cover seed 1" deep - Annual ryegrass 1 lb. 40 lbs. Cover seed 1 /4 "deep* * Not necessary where mulch is applied. 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. /7ji/ 004. e No. 10000075 0- STATE OF AND ZONAL E� ,•�� '777/111IIIIIII11111111 \I \\\\\ DATE: 6/30/06 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.( Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 301 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering PROJECT NO.: 6/30/06 0 . CHECKED BY: �V SHEET TITLE: STORMWATER POLLUTION PREVENTION DETAILS & NOTES DRAWING FILES: N: \1 238\057\DWGS\CB03- 804.DWG LU PM MJ 0 14 0 0w OC 0 a U. 0 O Mz w /7ji/ 004. e No. 10000075 0- STATE OF AND ZONAL E� ,•�� '777/111IIIIIII11111111 \I \\\\\ DATE: 6/30/06 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.( Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 301 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 6/30/06 1238.057 DRAWN BY: CHECKED BY: BET SHEET TITLE: STORMWATER POLLUTION PREVENTION DETAILS & NOTES DRAWING FILES: N: \1 238\057\DWGS\CB03- 804.DWG SHEET NO.: C (0 Q �MM I✓--I E-� M Q) U O W a Q z O Q z O o Q CI w _� 0 DATE: PROJECT NO.: 6/30/06 1238.057 DRAWN BY: CHECKED BY: BET SHEET TITLE: STORMWATER POLLUTION PREVENTION DETAILS & NOTES DRAWING FILES: N: \1 238\057\DWGS\CB03- 804.DWG SHEET NO.: C (0 Q EARTHWORK 1. SCOPE OF WORK A. Extent: The work required under this section consists of all excavating, filling, rough grading and related items necessary to complete the work indicated on the drawings and described in the specifications. The Contractor shall notify in writing the owners and the Engineer of any changes, errors, or omissions found on the plans or in the field, before work is started or resumed. 1. In general, the items of work to be performed under this section shall include: clearing and grubbing, removal of trees and stumps (where required), protection of trees to remain, stripping and storage of topsoil, fill compaction and rough grading of entire site. 2. Excavated material that is suitable may be used for fills. All unsuitable material and all surplus excavated material not required shall be removed from the site. The location of dump and length of haul shall be the Contractor's responsibility. 3. Provide and place any additional fill material from off the site as may be necessary to produce 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 (engineered fill areas) shall be compacted to standards specified by local and /or state building codes. All fill areas (pad or engineered) shall be compacted to at least 95 percent of the maximum dry density (ASTM D- 1557). fill should exhibit a maximum dry density of at least 105 pcf, and have a liquid limit less than 50 and plasticity index of less than 25. sandy fill must have less than 15% fines passing a #200 sieve. 2. For compaction requirements of paved areas, see street specifications. 8. Earth Work Balance The Contractor shall confirm all earthwork quantities prior to start of construction. If an excess or shortage of earth is encountered, the Contractor shall confirm with the Owner and Engineer the requirements for stockpiling, removal or importing of earth. Minor adjustments to the grades may be required to earthwork balances when minor excess material or shortages are encountered. It is recognized by the parties hereto that the calculations of the Engineer in determining earthwork quantities shall be ac- complished in accordance with the American Society of Civil Engineers Standards for such calculations. Further, that these calculations are subject to the interpretations of soil borings as the physical limits of the various soil types, also the allowable variation in finish grade and compaction permitted the contractor, and that all of these parameters may cause either an excess or shortage of actual earthwork materials to shortage of materials occurs, the contractor shall contact the engineer to determine if adjustment can be made to correct the imbalance of earth. complete the project. If such an actual minor excess or CLAY TOWNSHIP REGIONAL WASTE DISTRICT 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, an 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 crushed stone or Number 8 fractured face aggregate Fill material 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 made 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 pipe shall be installed outside of building foundation walls. 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/. Clay 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. Contractors shall lay 14 gauge -solid wire the entire length of the lateral. 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. 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 C. 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. 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. 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: 2. MATERIALS 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 - Bedding, haunching, and initial backfill for all RCP installations shall be B- Borrow for structure backfill meeting the material requirements of the INDOT. Bedding shall be placed in the trench bottom such that after the pipe is installed to grade and line, there remains a 4 -inch minimum depth of material below the pipe barrel and a minimum of 3 -inch below the bell. For pipe sizes 66- inches and larger, the minimum depth of material below the pipe barrel shall be 6- inches. Bedding, haunching and initial backfill shall be compacted in 6 -inch maximum lifts to not less than 95% Standard Proctor Density for the entire depth of the material placed. The backfill shall be brought up evenly on both sides of the pipe for the full length of the pipe. Hounching shall extend to the springline of the pipe. The limit of initial backfill shall be 6- inches above the springline. Minimum trench width shall be the outside diameter of the pipe plus 18- inches. Final backfill for all RCP installations under and within 5 -feet of pavement shall be B- Borrow for structure backfill meeting the material requirements of the indot and shall be compacted in 6 -inch maximum lifts to not less than 95% Standard Proctor Density for the entire depth of the material placed. The backfill for the top 6- inches of the excavation below the start of the aggregate subbase of the pavement shall be No. 53 stone meeting the material requirements of the INDOT and shall be compacted to not less than 95% Standard Proctor Density. Final backfill for all RCP installations greater than 5 -feet of pavement shall be clean fill material free of rocks larger than 4- inches in diameter, frozen lumps of soil, wood or other extraneous material, compacted in 12 -inch maximum lifts to not less than 90% Standard Proctor Density for the entire depth of the excavation. H. Manhole Inverts - Construct manhole flow channels of concrete sewer pipe or brick, smoothly finished and of semi - circular section conforming to the inside diameter of the connecting sewers. Make changes in size or grade gradually and changes in direction by true curves. Provide such channels for all connecting sewers at each manhole. I_ Subdrains - All subdrains shall be of the size shown on the plans and shall be constructed to the grades shown. All drains constructed off -site as part of the outlet drain will be located as shown. J. Utilities - It shall be the responsibility of each contractor to verify all existing utilities and conditions pertaining to his phase of the work. It shall also be the contractors responsibility to contact the owners of the various utilities before work is started. The contractor shall notify in writing the owners or the engineer of any changes, errors or omissions found on these plans or in the field before work is started or resumed. K. Contractor to grout joints inside storm structures where pipes enter or exit and between structure and casting. All streets, parking areas in contract limits Curbs and gutters Sidewalks and concrete slabs, exterior steps A. Concrete - Concrete shall be ready -mixed concrete and shall be a mix of proportioned fine and coarse aggregates with Portland cement and water. Minimum cement content shall be 6 bags per cubic yard of concrete and maximum water content shall be 5.5 U.S. gallons per sack of cement, including moisture in the aggregate. Slump for normal weight concrete shall be a maximum of 4 inches and a minimum of 2 inches. the slump of machine placed concrete shall be no less than 1-1/4 inches nor more than 3 inches. Standard test ASTM C -143 shall be used to measure slump. Compressive strength of concrete at 28 days shall be 4000 psi. All exterior concrete shall have air entrainment of 5% to 8% by volume per ASTM C -260. Retempering of delivered concrete will not be allowed. Concrete shall be composed of: 1. Portland cement - Conforming to ASTM C -150, Type IA or Type IIIA. 2. Aggregates: Conforming to ASTM C -33 3. Water - Shall be clear and free from injurious amounts of oils, acids, alkalies, organic materials or other deleterious substances. B. Welded Steel Wire Fabric - Where required for concrete reinforcement shall conform to ASTM A185. C. Premoulded Joint Filler - Shall be of non - extruding type meeting ASTM D -544 except that premoulded joint filler used in concrete walk construction may be either non - extruding or resilient. D. Bituminous Pavement Materials - All materials proposed for the construction of bituminous pavements shall comply with the Indiana Department of Transportation specifications, per latest revision. E. Compacted Aggregate Subbase: Shall be crushed stone or gravel. Crushed gravel shall be a minimum of 35% crushed material. Chert shall be limited to a maximum of 8% of the total. Material shall be free from an excess of flat, elongated, thinly laminated, soft or disintegrated pieces; and shall be free from fragments coated with dirt. Compacted aggregate shall be graded as follows: SIEVE SIZE % PASSING 1-1/2" 100 1" 80 -100 3/4" 70 -90 1/2" 55 -80 #4 35 -60 #8 25 -50 #30 12-30 #200 5 -10 3. APPLICATION A. Grading - Do any necessary grading in addition to that performed in accordance with Earthwork Section, to bring subgrades, after final compaction, to the required grades and sections for site improvement. B. Preparation of Subgrade - Remove spongy and otherwise unsuitable material and replace with stable material. No traffic will be allowed on prepared subgrade prior to paving. C. Compaction of Subgrade - The first 6 inches below the subgrade shall be compacted to at least 100% of the maximum dry density as determined by the provisions of AASHO T -99. Water shall be prevented from standing on the compacted subgrade. D. Utility Structures - Check for correct elevation of all manhole covers, valve boxes and similar structures located within areas to be paved, and make, or have made, any necessary adjustments in such structures. E. Placing Concrete F. G 21 J. 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. 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. 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. 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. 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. Compacted Aggregate Subbase - the thickness shown on the drawings is the minimum thickness of the fully compacted subbase. Compaction shall be accomplished by rolling with a smooth wheeled roller weighing 8 to 10 tons. Compact to 90% compaction using Standard Testing Procedures. Along curbs, headers and walls and at all placed not accessible to the roller, the aggregate material shall be tamped with mechanical tampers or with approved hand tampers. TABLE 1 MINIMUM SPECIFIED TIME REQUIRED FOR A 1.0 psig DROP FOR SIZE AND LENGTH OF PIPE INDICATED Pipe Diameter In. Minimum Time, min: s Length for Minimum Time, ft Time for Longer Length, S Specification Time for Length (L) Shown, min: s 0 � SHEET TITLE: 100 ft 150 ft 200 ft 250 ft 300 ft 350 ft 400 ft CL 4 3:48 597 m 0 3:46 3:46 3:46 3:46 0 QC W0 6 a LL IL CC lim 5:40 0 cii z 0 5:40 V) w 5:42 6:24 8 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 CHECKED BY. V 1 SHEET TITLE: 100 ft 150 ft 200 ft 250 ft 300 ft 350 ft 400 ft 450 ft 4 3:48 597 0.360 L 3:46 3:46 3:46 3:46 3:46 3:46 3:46 3:46 6 5:40 386 0.854 L 5:40 5:40 5:40 5:40 5:40 5:40 5:42 6:24 8 7:34 298 1.520 L 7:34 7:34 7:34 7:34 7:36 8:52 10:08 11:24 10 8:26 239 2.374 L 9:28 9:28 9:28 9:63 11:52 13:51 15:49 17:48 12 11:20 199 3.418 L 11:20 11:20 11:24 14:15 17:05 19:58 22:47 25:38 16 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 1-08:- 50 124:38 142:25 160:15 33 31:10 j 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 1 230:46 \\N� \ \ \ \ \��\\\\ �oA'I 14 T. /z Q Q� - G -1STE i No. 10000075 -�O_ . STATE OF /ANAL /�i /llllllll I II I0 1 no t OW L. DATE: 6/30/06 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2006) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 301 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 6/30/06 1238.057 DRAWN BY: CHECKED BY. V 1 SHEET TITLE: SPECIFICATIONS DRAWING FILES: N: \1238 \057 \DWGS \C901.DWG SHEET NO.: U"In (CS)", CIO 0 F-�- -i E-'1 w Z Z �-1 � CZ w �M DATE: PROJECT NO.: 6/30/06 1238.057 DRAWN BY: CHECKED BY. BET SHEET TITLE: SPECIFICATIONS DRAWING FILES: N: \1238 \057 \DWGS \C901.DWG SHEET NO.: U"In (CS)", City of Carmel Right of Way Paving Policy November 2, 2005 1) General A) The work subject to the requirements of this policy shall include the production, hauling /delivery, spreading, finishing, compaction and her work necessary to prepare foundations, install aggregate bases and install one or more courses of base, intermediate, or surface hot mix asphalt mixtures within existing or proposed right -of -way for roadways, auxiliary lanes and asphalt multi -use paths. B) This policy shall be the basis for acceptance of the work by the City. Failure to adhere to the requirements of this policy may result in non- acceptance of the work or other remedies outlined in this policy. C) Workmanship, materials and quality of the work completed shall conform to the 2006 Standard Specifications of the Indiana Department of Transportation (hereinafter referred to as Standard Specifications), except where deviations are allowed herein, or variances are granted. D) Where the minimum standards of any other governmental agency having concurrent jurisdiction exceed these standards, the higher standards shall apply. E) If any plan or other note or specification on the approved construction documents exceeds the minimum standards of this policy, the higher standards shall apply. F) Nothing contained herein shall be construed as prohibiting the design and construction of improvements meeting higher standards, nor as discouraging petitions to appropriate governing bodies for variances for alternatives which can be supported by advances in technology and are approved by other agencies with concurrent jurisdiction. G) All work shall comply with the requirements of Section 105.03 of the Standard Specifications. H) For the purposes of this policy, where the term Engineer is used in this policy and the Standard Specifications, it shall mean: i) The Carmel City Engineer, staff of the Department of Engineering, other personnel employed by the City of Carmel, or authorized agent(s) that may be retained to represent the City of Carmel. ii) The Hamilton County Highway Engineer, staff of the Hamilton County Highway Department, other personnel employed by Hamilton County, or authorized agent(s) that may be retained to represent Hamilton County Highway, depending on the location of the work. 1) Authority of the Engineer over the work shall be per Section 105.01 of the Standard Specifications. J) Prior to commencing the work, the Contractor performing the work shall contact the Engineer to schedule a pre- construction meeting to review the Engineer's construction requirements, staff notification requirements, required inspections for certain stages of the work and to review the authority of the Engineer as to relates to the work. K) Under no circumstances shall work subject to the standards established by this policy commence without obtaining approved construction drawings by the City of Carmel Department of Engineering. 2) Foundation A) General i) This work shall consist of the construction /preparation of the foundation in accordance with Section 105.03 of the Standard Specifications. B) Excavation and Embankment i) Prior to beginning excavation and embankment operations, all necessary clearing, grubbing, scalping and topsoil stripping and subsequent backfilling for removed items within the slope stake limits shall be performed in accordance with Section 201.03 and 201.04 of the Standard Specifications. All topsoil, vegetation, roots, stumps, friable and deleterious material shall be completely removed within the limits of the slope stakes. ii) Excavations 1. After excavation operations, all spongy and yielding material that does not readily compact shall be removed from within the slope stake limits and the resulting void shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications. 2. Any pronounced depressions within the slope stake limits resulting after excavation operations shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications iii) Embankments 1. Embankments shall be constructed in accordance with Section 203 of the Standard Specifications 2. All spongy and yielding material that does not readily compact shall be removed from within the slope stake limits prior to embankment operations 3. Any pronounced depressions within the slope stake limits resulting after clearing, grubbing, scalping and topsoi' removal shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications prior to embankment operations. 4. Prior to the construction of any embankment the original ground surface within the limits of the slope stakes shall be leveled and the upper 6- inches shall be compacted in accordance with Section 203 of the Standard Specifications. 5. Embankments shall be shaped to be well drained and shall be protect to prevent erosion. 6.Loose depth of each embankment lift, final compacted depth, compaction method and compaction requirements shall be in accordance with Section 203 of the Standard Specifications. City of Carmel Right of Way Paving Policy November 2, 2005 (continued) C) Soil Subgrades i) Subgrades shall be prepared only after the installation of all ut ilities and subsurface drains indication on the approved construction documents to be located under the pavement are completed. Trench backfilling work of these installations shall be accordance with the City of Carmel Trench Backfilling Specifications. ii) The subgrade shall be shaped to the required grade and sections, free from all ruts, corrugations, or other irregularities. iii) The subgrade shall be uniformly prepared, compacted and approved in accordance with Sections, 207.02, 207.03 and 207.04 of the Standard Specifications. iv) Subgrades shall be inspected and approved by the Engineer before any aggregate base or hot mix asphalt paving operation are constructed. A proofroll shall be conducted in accordance with Section 203.26 of the Standard Specifications. Unacceptable areas shall be corrected to the satisfaction of the Engineer before any aggregate base or hot mix asphalt paving operations commence. v) At the discretion of the Engineer, Subgrade that has satisfactorily passed a proofroll, but remains uncovered for a period of 14 calendar days prior to placing stone or is subject to a measurable rain event prior to placing stone, shall be subject to additional proof rolls prior to placement of Aggregate Base. D. Existing Pavement i) Milling of existing pavement surfaces shall be in accordance with Section 306.02, 306.03, 306.05, 306.07 and 306.08 of the Standard Specifications. City of Carmel Right of Way Paving Policy November 2, 2005 (continued) iv) Equipment for HMA operations, i) The prepared soil subgrade shall be free from including but not limited to production, requirements, required inspections for certain stages hauling /transportation, laydown, CARMEL SPECIFICATIONS compaction and miscellaneous /ancillary placement. activity shall be in accordance with Engineer as it relates to the work. Section 409 of the Standard Specifications. v) Installation of the full pavement section Under no circumstances shill work subject to the indicated on the approved construction documents for the entire area to be Aggregate Base on the subgrade in accordance with paved must be completed in the same obtaining approved construction drawings by the City paving season. vi) Widening operations shall comply with be corrected to the satisfaction of the Engineer the following: H 1. The outside face of the excavated L) area shall be left as nearly vertical as Z the nature of the material will permit portions of this policy related to inspections and and not wider than the outside limits �� of the widening section i) The Aggregate Base shall be spread in 2. The existing pavement adjacent to policy outside of the right -of -way shall be determined the widening area shall be sawcut to O a clean edge. Specifications. 3. The subgrade in the widened area shall be compacted in accordance with M) this policy. accordance with Section 301.06 of the Standard 4. Widening mixtures shall comply curb shall be in accordance with the City of Carmel with the pavement section indicated O on the approved construction iii) Concrete curb shall be placed over the Aggregate documents. 5. Compaction of the widening shall N) be in accordance with Section 304.05 lay exposed for a period of time greater than 14 of the Standard Specifications. ii) Localized weak areas of the existing pavement section uncovered during the milling process shall be repaired in accordance with Section 304.02, 304.03, 304.05 or 305 of the Standard Specifications iii) Prior to opening milled areas to traffic, the milled areas shall be cleaned of all material, debris and dust resulting from the operation. iv) Milled areas that remain open to traffic longer than those times stipulated in Section 306.05 of the Standard Specifications shall be subject to liquidated damages outlined in Section 306.05 of the Standard Specifications. The Contractor shall be responsible for payment of these liquidated damages. 3) Aggregate Bases A) General i) This work shall consist of placing a compacted aggregate on a prepared soil subgrade in accordance with Section 105.03 of the Standard Specifications. ii) Aggregate Base materials shall be in accordance with Section 301.02 of the Standard Specifications. iii) The material shall be obtained from a Certified Aggregate Producer in accordance with Section 917 of the Standard Specifications. iv) The Aggregate Base material shall be handled and transported to and on the work site in a manner that minimized segregation of moisture loss. v) Aggregate Bases shall be constructed on prepared foundations and to thicknesses equal or greater than those indicated on the approved construction documents. B) Temperature and Seasonal Limitations i) The Aggregate Base shall be placed in accordance with the temperature limitations of Section 301.04 of the Standard Specifications. ii) Frozen material shall not be placed. iii) Aggregate Bases must be placed and pass proof roll prior to November 30 in order to allow paving in accordance with Section 4C(iv) of this policy. C) Preparation i) The prepared foundation shall be free from objectionable or foreign materials at the time of placement. ii) The subgrade shall be subject to additional proof rolls in accordance with Section 203.26 of the Standard Specifications just prior to placing the Aggregate Base on the subgrade in accordance with Section 2C(v) of this policy. Unacceptable areas shall be corrected to the satisfaction of the Engineer before any Aggregate Base is placed. D) Spreading and Finishing i) The Aggregate Base shall be spread in accordance with Section 301.05 of the Standard Specifications. ii) The Aggregate Base shall be compacted in accordance with Section 301.06 of the Standard Specifications. iii) Subsequent paving courses shall be placed over the Aggregate Base within 14 calendar days. Aggregate Bases that lay exposed for a period of time greater than 14 calendar days or experience a measurable rain event prior to the placement of subsequent paving courses shall be subject to inspection and acceptance by the Engineer. At the discretion of the Engineer, additional proof rolls may be required. 4) Asphalt Pavement A) General i) This work shall consist of placing one or more courses of base, intermediate, or surface hot mix asphalt (HMA) mixtures on a prepared foundation in accordance with Section 105.03 of the Standard Specifications. ii) HMA base, intermediate, or surface mixtures shall be constructed on prepared foundations and to thickness equal or greater than those indicated on the approved construction documents. iii) Materials used in the production of the HMA mixtures shall be in accordance with Section 401.03 of the Standard Specifications. City of Carmel Right of Way Paving Policy November 2, 2005 (continued) E) Joints i) Joints shall conform to the requirements of Section 401.15 of the ifi ations. c Standard S Specifications. B) Preparation i) The Aggregate Base shall be subject to additional proof rolls in accordance with Section 203.26 of the Standard Specifications just prior to placing the HMA courses in accordance with Section 3D(iii) of this policy. Unacceptable areas shall be corrected to the satisfaction of the Engineer before any paving operations commence. ii) All displacement or rutting of the Aggregate Base shall be repaired prior to placing HMA mixtures. iii) Milled asphalt surfaces shall be tacked in accordance with Section 406 of the Standard Specifications. iv) Asphalt surfaces between courses shall be tacked in accordance with Section 406 of the Standard Specifications. v) Contact surfaces of curbing, gutters, manholes and other structures shall be tacked in accordance with Section 406 of the Standard Specifications. vi) Surfaces on which a mixture is placed shall be free from objectionable or foreign materials at the time of placement /ii) Tact Coat material shall be distributed witn equipment meeting the requirements of Section 409.03(a) of the Standard Specifications. C) Weather and Seasonal Limitations i) HMA courses shall be placed when the ambient temperature and the temperature of the surface on which it is to be placed is 457 (7'C) or above. The Engineer shall determine the ambient temperature. There shall be no provision for low temperature compaction allowed bye Section 402.16 of the Standard Specifications. ii) No mixture shall be placed on a frozen subgrade. iii) Under no circumstances shall HMA mixtures be placed between December 15 cnd March 30. iv) If a foundation that is to receive one or more courses of base, intermediate, or surface HMA mixtures is placed and determined to be an approved foundation by the City prior to November 30, placement of HMA courses will be allowed up to December 15, provided that the ambient and foundation surface temperature complies with the requirements of Section 4C(i) of this policy and the pcving contractor pay for the services of a full time construction inspector and who shall act as an authorized agent of the Engineer. The Engineer shall select the construction inspector. v) If the ambient and foundation surface temperature complies with the requirements of Section 4C(i) of this policy between April 1 and April 15, HMA course shall be allowed to be placed on an approved foundation provided that the paving contractor pay for the services of a full time construction inspector and who shall act as an authorized agent of the Engineer. The Engineer shall select the construction inspector. vi) The Engineer reserves the right to suspend all pav'-ng operations if, in the opinion of the Engineer that prevailing weather conditions and /or the condition of the Subgrade and /or the Aggregate Base may result in substandard HMA placement, spreading and finishing. D) Spreading and Finishing i) HMA courses shall be placed upon an approved foundation or other HMA course by means of laydown equipment in accordance with Section 409.03 (c) of the Standard Specification. ii) Segregation or flushing or bleeding of HMA mixtures will not be permitted. Corrective action shall be taken to prevent continuation of these conditions. Segregated or flushed or bleeding HMA mixtures shall be removed if directed. iii) All areas showing an excess or deficiency of binder shall be removed and replaced. iv) All HMA mixtures that become loose and broken, mixed with dirt, or is in any way defective shall be removed and replaced. F) Compaction i) The HMA mixture shall be compacted with equipment in accordance with Section 409.03 (d) of the Standard Specifications immediately after the mixture has been spread and finished. ii) Rollers shall not cause undue displacement, cracking or shoving. 5) Inspections A) All materials furnished and each part or detail of the work will be subject to inspection per Section 105.10 of the Standard Specifications for the purpose of ascertaining that the work is in substantial conformance with this policy and the approved construction documents. B) The Contractor shall notify the Engineer a minimum of 48 -hours in advance of commencing any work subject to the standards established by this policy. C) The Contractor shall schedule proofrolls with the Engineer a minimum of 48 -hours in advance of such proofrolls. D) Sampling and testing of materials, equipment or construction work may be required at the expense of the Contractor at the discretion of the Engineer for the purpose of ascertaining that the work is in substantial conformance with this policy and the approved construction documents. Sampling and testing shall conform to the requirements of the sections of the Standard Specifications applicable to the portion of the work suspected to be non - compliant or as directed by the Engineer. E) Where the Engineer determines that it is necessary to confirm compliance with standards of quality or thickness, pavements shall be cored and tested at the expense of the Contractor. The average thickness of all courses must equal or exceed the minimum prescribed by the approved construction documents, and no single core shall show a deficiency greater than one half inch (1/2") in any course or total thickness from the pavement section indicated on the approved construction documents. F) Such inspections shall not be construed to relieve the developers' engineers or contractors in any way from their obligations and responsibilities under their contracts. Specifically, inspection by the Engineer, or by retained engineers or testing agencies, shall not require them to assume responsibilities for the approved construction documents, for any misinterpretation of the approved construction documents by the contractors during construction or for the means and methods of construction, nor for safety on the job site. G) Work identified to not meet the requirements of this policy or the approved construction documents, unacceptable work, whether the result of poor workmanship, use of defective materials, damage through carelessness, or any other cause found to exist prior to final acceptance of the work, shall be removed immediately and replaced in an acceptable manner at the Contractor's expense. H) If the Contractor fails to comply forthwith with any order made under the provisions of the subsection, the Engineer will have authority to cause unacceptable work to be remedied or removed and replaced; to cause unauthorized work to be removed; and to deduct the costs from any monies due or to become due. 1) Work done contrary to instructions proved by the Engineer shall be considered unacceptable and subject to immediate removal and replacement in accordance with the instructions provided by the Engineer. 6) Acceptance A) Before acceptance of any phase of construction, the Engineer shall determine if the improvements are in substantial compliance with this policy (except for any variances granted) and the approved construction documents. B) The Engineer may, at his sole discretion, accept work that is not in conformance with this policy provided that the work is bonded for a period greater than three years. The Engineer shall establish the extended bonding requirement. City of Carmel Concrete Curb Policy January 13, 2006 1) General A) The work subject to the requirements of this policy shall include the production, hauling /delivery, excavation for, placing, installation, jointing, curing, finishing, and other work necessary to prepare foundations and soil subgrades, install aggregate bases and install concrete curbing within property within the corporate limits of the City of Carmel and existing or proposed right -of -way. B) This policy shall be the basis for acceptance of the work by the City. Failure to adhere to the requirements of this policy may result in non - acceptance of the work or other remedies outlined in this policy. C) Workmanship, materials and quality of the work completed shall conform to the 2006 Standard Specifications of the Indiana Department of Transportation (hereinafter referred to as Standard Specifications), except where deviations are allowed or specified herein, or variances are granted. D) Where the minimum standards of any other governmental agency having concurrent jurisdiction exceed these standards, the higher standards shall apply. E) If any plan or other note or specification on the approved construction documents exceeds the minimum standards of this policy, the higher standards shall apply. F) Nothing contained herein shall be construed as prohibiting the design and construction of improvements meeting higher standards, nor as discouraging petitions to appropriate governing bodies for variances for alternatives which can be supported by advances in technology and are approved by other agencies with concurrent jurisdiction. G) All work shall comply with the requirements of Section 105.03 of the Standard Specifications. H) For the purposes of this policy, where the term Engineer is used in this policy and the Standard Specifications, it shall mean: i) The Carmel City Engineer, staff of the Department of Engineering, other personnel employed by the City of Carmel, or authorized agent(s) that may be retained to represent the City of Carmel. ii) The Hamilton County Highway Engineer, staff of the Hamilton County Highway Department, other personnel employed by Hamilton County, or authorized agent(s) that may be retained to represent Hamilton County Highway, depending on the location of the work. 1) Authority of the Engineer over the work shall be per Section 105.01 of the Standard Specifications. J) Prior to commencing the work, the Contractor performing the work shall contact the Engineer to City of Carmel Concrete Curb Policy January 13, 2006 (continued) C) Soil Subgrades i) Subgrades shall be installed on foundations constructed in accordance with Section 2(A) and f Section 2(B) of this policy and only after the installation of all utilities and subsurface drains indicated on the approved construction documents to be located under the pavement are completed. Trench backfilling work of these installations shall be in accordance with the City of Carmel Trench Backfilling specifications. ii) The subgrade shall be shaped to the required grade and sections, free from all ruts, corrugations, or other irregularities. iii) The subgrade shall be uniformly prepared, compacted and approved in accordance with Sections 207.02, 207.03 and 207.04 of the Standard Specifications. iv) Subgrades shall be inspected and approved by the Engineer before any aggregate base or concrete curbs are constructed. A proofroll shall be conducted in accordance with Section 203.26 of the Standard Specifications. Unacceptable areas shall be corrected to the satisfaction of the Engineer before the placement of any Aggregate Base or concrete curbing. v) At the discretion of the Engineer, Subgrade that has satisfactorily passed a proofroll, but remains uncovered for a period of 14 calendar days prior to placing Aggregate Base or concrete curbing or is subject to a measurable rain event prior to placing Aggregate Base or concrete curbing, shall be subject to additional proof rolls prior to placement of the Aggregate Base or concrete curbing. 3) Aggregate Bases A) General i) This work shall consist of placing a compacted Aggregate Base on a prepared soil subgrade in accordance with Section 105.03 of the Standard Specifications. ii) Aggregate Base materials shall be in accordance with Section 301.02 of the Standard Specifications. iii) The Aggregate Base material shall be obtained from a Certified Aggregate Producer in accordance with Section 917 of the Standard Specifications. iv) The Aggregate Base material shall be handled and transported to, and on, the work site in a manner that minimizes segregation and moisture loss. v) Aggregate Bases shall be constructed on approved soil subgrades and to thicknesses equal or greater than those indicated on the approved construction documents. B) Temperature and Seasonal Limitations i) The Aggregate Base shall be placed in accordance with the temperature limitations of Section 301.04 of the Standard Specifications. ii) Frozen material shall not be placed. iii) Aggregate Bases must be placed and pass proof roll prior to November 30 in order to allow paving in accordance with Section 4C(iv) of this policy. 2) Foundation A) General i) This work shall consist of the construction /preparation of the foundation in accordance with Section 105.03 of the Standard Specifications. ii) The foundation shall be prepared in accordance with Section 605.03(a) of the Standard Specifications and the requirements of this policy. B) Excavation and Embankment i) Prior to beginning excavation and embankment operations, all necessary clearing, grubbing, scalping and topsoil stripping and subsequent backfilling for removed items within the slope stake limits shall be performed in accordance with Section 201.03 and 201.04 of the Standard Specifications. All topsoil, vegetation, roots, stumps, friable and deleterious material shall be completely removed within the limits of the slope stakes. ii) Excavations (1) After excavation operations, all spongy and yielding material that does not readily compact shall be removed from within the slope stake limits and the resulting void shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications. (2) Any pronounced depressions within the slope stake limits resulting after excavation operations shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications. iii) Embankments (1) Embankments shall be constructed in accordance with Section 203 of the Standard Specifications. (2) All spongy and yielding material that does not readily compact shall be removed from within the slope stake limits prior to embankment operations. (3) Any pronounced depressions within the slope stake limits resulting after clearing, grubbing, scalping and topsoil removal shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications prior to embankment operations. (4) Prior to the construction of any embankment, the original ground surface within the limits of the slope stakes shall be leveled and the upper 6- inches shall be compacted in accordance with Section 203 of the Standard Specifications. (5) Embankments shall be shaped to be well drained and shall be protected to prevent erosion. (6) Loose depth of each embankment lift, final compacted depth, compaction method and compaction requirements shall be in accordance with Section 203 of the Standard Specifications. A) General i) This work shall consist of placing concrete curbing on prepared soil subgrades or Aggregate Bases in accordance with Section 105.03 of the Standard Specifications. ii) Concrete curb shall be constructed on prepared soil subgrades or Aggregate Bases to the dimensional standards of the applicable City of Carmel Standard Details or in accordance with the curbing details of the approved construction documents. iii) Materials used in the production of the concrete for the curbing shall be in accordance with Section 605.02 of the Standard Specifications. High early strength admixtures may be utilized but shall not be considered in waiving any requirements of this policy. iv) Equipment utilized for concrete curbing installation work, including but not limited to production, hauling /delivery, placing, installation, jointing, curing, finishing and miscellaneous /ancillary activity shall be in accordance with Section 508 of the Standard Specifications. v) Concrete production, mixing and hauling /delivery shall be in accordance with Section 502.10 of the Standard Specifications. vi) Installation of the concrete curbing indicated on the approved construction documents shall be completed in the some paving season. B) Preparation i) The soil subgrade or Aggregate Base shall be subject to additional proof rolls in accordance with Section 203.26 of the Standard Specifications just prior to placing the HMA courses in accordance with Section 2C(v) and 3D(iii) of this policy. Unacceptable areas shall be corrected to the satisfaction of the Engineer before placement of any concrete curbing. ii) All displacement or rutting of the soil subgrade or Aggregate Base shall be repaired prior to placing concrete curbing. City of Carmel Concrete Curb Policy January 13, 2006 (continued) C) Weather and Seasonal Limitations i) Concrete curbing shall only be placed in accordance with Section 502.11 of the Standard Specifications. There shall be no provision for installation below the temperatures specified. ii) No mixture shall be placed on a frozen subgrade or Aggregate Base. iii) Under no circumstances shall concrete curb be placed between December 15 and March 30. iv) If a soil subgrade or Aggregate Base over which concrete curb is to placed, is placed and approved by the City prior to November 30, placement of the concrete curb will be allowed up to December 15, provided that the ambient and soil subgrade or Aggregate Base surface temperature complies with the requirements of Section 4C(i) of this policy and the paving contractor pay for the services of a full time construction inspector and who shall act as an authorized agent of the Engineer. The Engineer shall select the construction inspector. v) If the ambient and soil subgrade or Aggregate Base surface temperature complies with the requirements of Section 4C(i) of this policy between April 1 and April 15, concrete curb shall be allowed to be placed on an approved soil subgrade or Aggregate Base provided that the paving contractor pay for the services of a full time construction inspector and who shall act as an authorized agent of the Engineer. The Engineer shall select the construction inspector. vi) The Engineer reserves the right to suspend all concrete curb placement operations if, in the opinion of the Engineer, that prevailing weather conditions and /or the condition of the Subgrade and /or the Aggregate Base may result in substandard concrete curb placement, curing and finishing. D) Placement i) Concrete curb shall be placed in accordance with Section 502.09, 502.12 and 605.04(c) and 605.04(d) of the Standard Specifications. ii) Curb machines may be utilized in accordance with Section 605.04(h) of the Standard Specifications provided that the equipment conforms to the requirements of Section 508 of the Standard Specifications. iii) Formwork shall comply with the requirements of Section 605.04(b) of the Standard Specifications. iv) Forms shall be removed in accordance with Section 502.16 and 605.04(b) of the Standard Specifications. E) Joints i) Joints shall conform to the requirements of Section 503 and 605.04(e) of the Standard Specifications. ii) Joints shall be installed at intervals of 10 -feet or less; 5 -foot or less along radii. Joints in integral curb and sidewalks shall be located at the some location as the joints in the adjoining sidewalk. Joints may be sawed or tooled to a minimum depth of % -inch. iii) Preformed expansion joints shall be placed at intervals of 50 -feet or less, at all castings, the beginning and end of all curb returns, the end of each days work and where abutting existing construction. In addition to these requirements, expansion joints in integral curb and sidewalks shall be located at the same location as the expansion joints in the adjoining sidewalk. F) Finishing and Curing i) The concrete curb shall be finished and cured in accordance with Section 502.14, 502.15, 504 and 605.04(f) of the Standard Specifications. ii) Curing compound shall be applied to all exposed surfaces on slip- formed concrete curb. For formed concrete curb, curing compound shall be applied to all exposed surfaces including sides after any forms are removed. iii) The concrete curb shall be allowed to cure for a minimum of 5 -days prior to commencing backfilling operations adjacent to the concrete curbing. G) Backfilling i) The spaces adjacent to the concrete curb shall be backfilled in accordance with Section 605.04(g) of the Standard Specifications only after the concrete curbing is inspected and accepted by the Engineer in accordance with Section 5 of this policy. ii) Backfilling operations shall be completed prior to opening the area to regular construction traffic. 5) Inspections A) All materials furnished and each part or detail of the work will be subject to inspection per Se :tion 105.10 of the Standard Specifications for the purpose of ascertaining that the work is in substantial conformance with this policy and the approved construction documents. B) The Contractor shall notify the Engineer a minimum of 48 -hours in advance of commencing any work subject to the standards established by this policy. C) The Contractor shall schedule proofrolls with the Engineer a minimum of 48 -hours in advance of such proofrolls. D) The Contractor and Engineer will conduct an inspection of the new concrete curbing for any damage, including freezing or random cracks. The inspection and all necessary repairs shall be completed prior to backfilling operations. E) Sampling and testing of materials, equipment or construction work may be required at the expense of the Contractor at the discretion of the Engineer for the purpose of ascertaining that the work is in substantial conformance with this policy and the approved construction documents. Sampling and testing shall conform to the requirements of the sections of the Standard Specifications applicable to the portion of the work suspected to be non - compliant or as directed by the Engineer. F) Where the Engineer determines that is necessary to confirm compliance with standards of quality or thickness, concrete curb shall be cored and tested at the expense of the Contractor. The average thicknesses of the curb must equal or exceed the minimum prescribed by the approved construction documents. G) Such inspections shall not be construed to relieve the developers' engineers or contractors in any way from their obligations and responsibilities under their contracts. Specifically, inspection by the Engineer, or by retained engineers or testing agencies, shall not require them to assume responsibilities for the approved construction documents, for any misinterpretation of the approved construction documents by the contractors during construction, or for the means and methods of construction, nor for safety on the job site. H) Work identified to not meet the requirements of this policy or the approved construction documents, unacceptable work, whether the result of poor workmanship, use of defective materials, damage through carelessness, or any other cause found to exist prior to the final acceptance of the work, shall be removed immediately and replaced in an acceptable manner at the Contractor's expense. City of Carmel Concrete Curb Policy January 13, 2006 (continued) 1) If the Contractor fails to comply forthwith with any order made under the provisions of this ri subsection, the Engineer will have authority to cause unacceptable work to be remedied or removed and replaced; to cause unauthorized work to be removed; and to deduct the costs from any monies due or to become due. J) Work done contrary to instructions provided by the Engineer shall be considered unacceptable and subject to immediate removal and replacement in accordance with the instructions provided by the Engineer. 6) Acceptance A) Before acceptance of the concrete curb, the Engineer shall determine if the improvements are in substantial compliance with this policy (except for any variances granted) and the approved construction documents. B) The Engineer may, at his sole discretion, accept work that is not in conformance with this policy provided that the work is bonded for a period greater than three years. The Engineer shall establish the extended bonding requirement. Where to add items related to heating blankets and how should this read? How to address freeze guard provision? No admixtures or additives related to protection from freezing is allowed? How much testing to require? Beam breaks? schedule a pre- construction meeting to review the C) Preparation 0 Engineer's construction requirements, staff notification i) The prepared soil subgrade shall be free from 2_ requirements, required inspections for certain stages objectionable or foreign materials at the time of CARMEL SPECIFICATIONS of the work and to review the authority of the placement. SHEET No.: Engineer as it relates to the work. ii) The subgrade shall be subject to additional proof rolls in accordance with Section 203.26 of the K) Under no circumstances shill work subject to the Standard Specifications just prior to placing the standards established by this policy commence without Aggregate Base on the subgrade in accordance with 0W obtaining approved construction drawings by the City Section 2C(v) of this policy. Unacceptable areas shall 0 of Carmel Department of Engineering. be corrected to the satisfaction of the Engineer IL H before any Aggregate Base is placed. L) At the sole discretion of the Engineer, the Z w a✓ portions of this policy related to inspections and D) Spreading and Finishing �� testing of work subject to the requirements of this i) The Aggregate Base shall be spread in policy outside of the right -of -way shall be determined accordance with Section 301.05 of the Standard O at the pre- construction mc-eting• Specifications. z ii) The Aggregate Base shall be compacted in M) Dimensional and other standards for concrete accordance with Section 301.06 of the Standard Q curb shall be in accordance with the City of Carmel Specifications. O Standard Details. iii) Concrete curb shall be placed over the Aggregate �;5 Base within 14 calendar days. Aggregate Bases that N) Under no circumstances shall material other than lay exposed for a period of time greater than 14 U Portland Cement Concrete meeting the standards calendar days or experience a measurable rain event established by this policy be utilized to construct prior to the placement of concrete curb shall be concrete curbs within the corporate limits of the City subject to inspection and acceptance by the Engineer. of Carmel. At the discretion of the Engineer, additional proof r.---q rolls may be required. 0) Under no circumstances shall extruded type curb Ix be installed within the corporate limits of the City of 4) Concrete Curb Carmel. 2) Foundation A) General i) This work shall consist of the construction /preparation of the foundation in accordance with Section 105.03 of the Standard Specifications. ii) The foundation shall be prepared in accordance with Section 605.03(a) of the Standard Specifications and the requirements of this policy. B) Excavation and Embankment i) Prior to beginning excavation and embankment operations, all necessary clearing, grubbing, scalping and topsoil stripping and subsequent backfilling for removed items within the slope stake limits shall be performed in accordance with Section 201.03 and 201.04 of the Standard Specifications. All topsoil, vegetation, roots, stumps, friable and deleterious material shall be completely removed within the limits of the slope stakes. ii) Excavations (1) After excavation operations, all spongy and yielding material that does not readily compact shall be removed from within the slope stake limits and the resulting void shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications. (2) Any pronounced depressions within the slope stake limits resulting after excavation operations shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications. iii) Embankments (1) Embankments shall be constructed in accordance with Section 203 of the Standard Specifications. (2) All spongy and yielding material that does not readily compact shall be removed from within the slope stake limits prior to embankment operations. (3) Any pronounced depressions within the slope stake limits resulting after clearing, grubbing, scalping and topsoil removal shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications prior to embankment operations. (4) Prior to the construction of any embankment, the original ground surface within the limits of the slope stakes shall be leveled and the upper 6- inches shall be compacted in accordance with Section 203 of the Standard Specifications. (5) Embankments shall be shaped to be well drained and shall be protected to prevent erosion. (6) Loose depth of each embankment lift, final compacted depth, compaction method and compaction requirements shall be in accordance with Section 203 of the Standard Specifications. A) General i) This work shall consist of placing concrete curbing on prepared soil subgrades or Aggregate Bases in accordance with Section 105.03 of the Standard Specifications. ii) Concrete curb shall be constructed on prepared soil subgrades or Aggregate Bases to the dimensional standards of the applicable City of Carmel Standard Details or in accordance with the curbing details of the approved construction documents. iii) Materials used in the production of the concrete for the curbing shall be in accordance with Section 605.02 of the Standard Specifications. High early strength admixtures may be utilized but shall not be considered in waiving any requirements of this policy. iv) Equipment utilized for concrete curbing installation work, including but not limited to production, hauling /delivery, placing, installation, jointing, curing, finishing and miscellaneous /ancillary activity shall be in accordance with Section 508 of the Standard Specifications. v) Concrete production, mixing and hauling /delivery shall be in accordance with Section 502.10 of the Standard Specifications. vi) Installation of the concrete curbing indicated on the approved construction documents shall be completed in the some paving season. B) Preparation i) The soil subgrade or Aggregate Base shall be subject to additional proof rolls in accordance with Section 203.26 of the Standard Specifications just prior to placing the HMA courses in accordance with Section 2C(v) and 3D(iii) of this policy. Unacceptable areas shall be corrected to the satisfaction of the Engineer before placement of any concrete curbing. ii) All displacement or rutting of the soil subgrade or Aggregate Base shall be repaired prior to placing concrete curbing. City of Carmel Concrete Curb Policy January 13, 2006 (continued) C) Weather and Seasonal Limitations i) Concrete curbing shall only be placed in accordance with Section 502.11 of the Standard Specifications. There shall be no provision for installation below the temperatures specified. ii) No mixture shall be placed on a frozen subgrade or Aggregate Base. iii) Under no circumstances shall concrete curb be placed between December 15 and March 30. iv) If a soil subgrade or Aggregate Base over which concrete curb is to placed, is placed and approved by the City prior to November 30, placement of the concrete curb will be allowed up to December 15, provided that the ambient and soil subgrade or Aggregate Base surface temperature complies with the requirements of Section 4C(i) of this policy and the paving contractor pay for the services of a full time construction inspector and who shall act as an authorized agent of the Engineer. The Engineer shall select the construction inspector. v) If the ambient and soil subgrade or Aggregate Base surface temperature complies with the requirements of Section 4C(i) of this policy between April 1 and April 15, concrete curb shall be allowed to be placed on an approved soil subgrade or Aggregate Base provided that the paving contractor pay for the services of a full time construction inspector and who shall act as an authorized agent of the Engineer. The Engineer shall select the construction inspector. vi) The Engineer reserves the right to suspend all concrete curb placement operations if, in the opinion of the Engineer, that prevailing weather conditions and /or the condition of the Subgrade and /or the Aggregate Base may result in substandard concrete curb placement, curing and finishing. D) Placement i) Concrete curb shall be placed in accordance with Section 502.09, 502.12 and 605.04(c) and 605.04(d) of the Standard Specifications. ii) Curb machines may be utilized in accordance with Section 605.04(h) of the Standard Specifications provided that the equipment conforms to the requirements of Section 508 of the Standard Specifications. iii) Formwork shall comply with the requirements of Section 605.04(b) of the Standard Specifications. iv) Forms shall be removed in accordance with Section 502.16 and 605.04(b) of the Standard Specifications. E) Joints i) Joints shall conform to the requirements of Section 503 and 605.04(e) of the Standard Specifications. ii) Joints shall be installed at intervals of 10 -feet or less; 5 -foot or less along radii. Joints in integral curb and sidewalks shall be located at the some location as the joints in the adjoining sidewalk. Joints may be sawed or tooled to a minimum depth of % -inch. iii) Preformed expansion joints shall be placed at intervals of 50 -feet or less, at all castings, the beginning and end of all curb returns, the end of each days work and where abutting existing construction. In addition to these requirements, expansion joints in integral curb and sidewalks shall be located at the same location as the expansion joints in the adjoining sidewalk. F) Finishing and Curing i) The concrete curb shall be finished and cured in accordance with Section 502.14, 502.15, 504 and 605.04(f) of the Standard Specifications. ii) Curing compound shall be applied to all exposed surfaces on slip- formed concrete curb. For formed concrete curb, curing compound shall be applied to all exposed surfaces including sides after any forms are removed. iii) The concrete curb shall be allowed to cure for a minimum of 5 -days prior to commencing backfilling operations adjacent to the concrete curbing. G) Backfilling i) The spaces adjacent to the concrete curb shall be backfilled in accordance with Section 605.04(g) of the Standard Specifications only after the concrete curbing is inspected and accepted by the Engineer in accordance with Section 5 of this policy. ii) Backfilling operations shall be completed prior to opening the area to regular construction traffic. 5) Inspections A) All materials furnished and each part or detail of the work will be subject to inspection per Se :tion 105.10 of the Standard Specifications for the purpose of ascertaining that the work is in substantial conformance with this policy and the approved construction documents. B) The Contractor shall notify the Engineer a minimum of 48 -hours in advance of commencing any work subject to the standards established by this policy. C) The Contractor shall schedule proofrolls with the Engineer a minimum of 48 -hours in advance of such proofrolls. D) The Contractor and Engineer will conduct an inspection of the new concrete curbing for any damage, including freezing or random cracks. The inspection and all necessary repairs shall be completed prior to backfilling operations. E) Sampling and testing of materials, equipment or construction work may be required at the expense of the Contractor at the discretion of the Engineer for the purpose of ascertaining that the work is in substantial conformance with this policy and the approved construction documents. Sampling and testing shall conform to the requirements of the sections of the Standard Specifications applicable to the portion of the work suspected to be non - compliant or as directed by the Engineer. F) Where the Engineer determines that is necessary to confirm compliance with standards of quality or thickness, concrete curb shall be cored and tested at the expense of the Contractor. The average thicknesses of the curb must equal or exceed the minimum prescribed by the approved construction documents. G) Such inspections shall not be construed to relieve the developers' engineers or contractors in any way from their obligations and responsibilities under their contracts. Specifically, inspection by the Engineer, or by retained engineers or testing agencies, shall not require them to assume responsibilities for the approved construction documents, for any misinterpretation of the approved construction documents by the contractors during construction, or for the means and methods of construction, nor for safety on the job site. H) Work identified to not meet the requirements of this policy or the approved construction documents, unacceptable work, whether the result of poor workmanship, use of defective materials, damage through carelessness, or any other cause found to exist prior to the final acceptance of the work, shall be removed immediately and replaced in an acceptable manner at the Contractor's expense. City of Carmel Concrete Curb Policy January 13, 2006 (continued) 1) If the Contractor fails to comply forthwith with any order made under the provisions of this ri subsection, the Engineer will have authority to cause unacceptable work to be remedied or removed and replaced; to cause unauthorized work to be removed; and to deduct the costs from any monies due or to become due. J) Work done contrary to instructions provided by the Engineer shall be considered unacceptable and subject to immediate removal and replacement in accordance with the instructions provided by the Engineer. 6) Acceptance A) Before acceptance of the concrete curb, the Engineer shall determine if the improvements are in substantial compliance with this policy (except for any variances granted) and the approved construction documents. B) The Engineer may, at his sole discretion, accept work that is not in conformance with this policy provided that the work is bonded for a period greater than three years. The Engineer shall establish the extended bonding requirement. Where to add items related to heating blankets and how should this read? How to address freeze guard provision? No admixtures or additives related to protection from freezing is allowed? How much testing to require? Beam breaks? \\\ ```�X\\��iun►u1iu1uviii,,� 0YA T s '% %,,,�, �. � 16 -.F .*. - = : No. . = 1 ' 10000075 STATE OF O. ` P iN % %,,S�0NAL �117unnnuuIa��`� 3/ui��4 / I L DATE: 6/30/06 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT To BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2006) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 301 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering 2 . 0 I CHECKED BY: 2_ C.1.3^ CARMEL SPECIFICATIONS __ N: \1238 \057 \DWGS \C902.DWG SHEET No.: I a 2 mi 0 F_�MM F-�- -� 0W ct OC 0 a Lim IL H 0 = z 0 Z w a✓ �� \\\ ```�X\\��iun►u1iu1uviii,,� 0YA T s '% %,,,�, �. � 16 -.F .*. - = : No. . = 1 ' 10000075 STATE OF O. ` P iN % %,,S�0NAL �117unnnuuIa��`� 3/ui��4 / I L DATE: 6/30/06 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT To BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2006) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 301 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 6/30/06 1238.057 DRAWN BY: CHECKED BY: UD C.1.3^ CARMEL SPECIFICATIONS DRAWING FILES: N: \1238 \057 \DWGS \C902.DWG SHEET No.: (C9(0)2 H F_�MM F-�- -� ct O r____1 M W U E-+ �� M U O z F-4 a z Q z � Q c+-ii O O � � Q �;5 T� �/ E-4 � U � U Q) 1 ZaD ^_ � ct w w r.---q ^ _<� Ix U C) FMM F-�--i DATE: PROJECT NO.: 6/30/06 1238.057 DRAWN BY: CHECKED BY: BET SHEET TITLE: CARMEL SPECIFICATIONS DRAWING FILES: N: \1238 \057 \DWGS \C902.DWG SHEET No.: (C9(0)2