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06110009 Civil Construction Plans Rcv. 10/31/2006 DOCS
LA U N-- 2% NOT TO SCALE EX. HELEN WELLS BUILDING ti c2, a., , -j Y C; W J SHEET No. DESCFR'� °TON COVER SHEET. m LLJ SITE PLAN C102 W O D =E = PRE — CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN EX. BROCCOLI BILLS M C105 BUILDING /SIDEWALK CROSS— SECTION PLAN C601 .Q Xm STREET AND STORM DETAILS C802 X W W STORMWATER POLLUTION PREVENTION DETAILS AND NOTES C901 W � C C902 ICARMEL SPECIFICATIONS .. _ �. ., 3.... _ HORSEFERRY ROAD 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. SCALED 111c=501 NOT TO SCALE SEC. 28- T18N -R3E CNN G T'S UIL.i�I - t HA ILT�i E EL�P d1� ICK D a'EL � F E All 12821 E. NEW MARKET STREET, SUITE 200 CARMEL, INDIANA 46032 13171 574 -3400 T A(` ;'T KEVIN KRULIK 12821 NEW MARKET ST., STE, 200 CARMEL, INDIANA 46032 PH: 13171 574 -3923 EXT. 2124 FAX: (3171 574 -3919 brenwick@brenwick.com REVISIONS: DATE: BY: DESCRIPTION: PROJECT ENGINEER: CHECKED BY: DATE CHECKED: h icd - 12821 E. New Market Street Suite 301 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidereorp.com DOCKET N0. � TAC Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering CERTIFIED BY: BRANDON T. BURKE E —MAIL ADDRESS: bburke @schneidercorp.com THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION AND ARE NOT TO BE USED OR REPRODUCED IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © 2006, The Schneider Corporation PROJECT MANAGERo BRANDON EURKE, P.E. SURVEYORi EDWARD GIACOLETTI, L.S. oo� y ``�,����1Ulltt 111 i 1 ufflltU����ii LE d R STATE OF A�Lttt� DATE: 10/31/06 JOB No. 1238.059 r sm liki, CTION SHEET (C I, (31T."', OF 14 FIDE NAME: N:\1238\059\DWGS\C100.DWG INDEX SHEET No. DESCFR'� °TON COVER SHEET. C100 C101 SITE PLAN C102 GRADING, DRAINAGE & UTILITY PLAN C103 PRE — CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN C104 STORMWATER POLLUTION PREVENTION PLAN C105 BUILDING /SIDEWALK CROSS— SECTION PLAN C601 STORM SEWER PLAN AND PROFILES C801 STREET AND STORM DETAILS C802 SANITARY SEWER DETAILS C803 -805 STORMWATER POLLUTION PREVENTION DETAILS AND NOTES C901 SPECIFICATIONS C C902 ICARMEL SPECIFICATIONS T A(` ;'T KEVIN KRULIK 12821 NEW MARKET ST., STE, 200 CARMEL, INDIANA 46032 PH: 13171 574 -3923 EXT. 2124 FAX: (3171 574 -3919 brenwick@brenwick.com REVISIONS: DATE: BY: DESCRIPTION: PROJECT ENGINEER: CHECKED BY: DATE CHECKED: h icd - 12821 E. New Market Street Suite 301 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidereorp.com DOCKET N0. � TAC Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering CERTIFIED BY: BRANDON T. BURKE E —MAIL ADDRESS: bburke @schneidercorp.com THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION AND ARE NOT TO BE USED OR REPRODUCED IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © 2006, The Schneider Corporation PROJECT MANAGERo BRANDON EURKE, P.E. SURVEYORi EDWARD GIACOLETTI, L.S. oo� y ``�,����1Ulltt 111 i 1 ufflltU����ii LE d R STATE OF A�Lttt� DATE: 10/31/06 JOB No. 1238.059 r sm liki, CTION SHEET (C I, (31T."', OF 14 FIDE NAME: N:\1238\059\DWGS\C100.DWG EXISTING MEETING HOUSE i� n n � P-F-F-Ppy SAWCUT AND REMOVE BQ LF nF- rWAIRRArV rIIRR An1n 14 ASSUMED NORTH SCALE: 1"= 20 ' HOLEY MOLEY SAYS "DON'T DIG BLINDV "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. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS FOR EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. 3. VERIFY SIGN LOCATIONS AND SIGN REQUIREMENTS WITH LOCAL GOVERNING AUTHORITIES. 4. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 5. ALL CONSTRUCTION AC1141TY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 6. ALL DIMENSIONS TO THE BUILDINGS ARE TO THE OUTSIDE OF THE BUILDING FOUNDATION WALL. 7. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS & BUILDING SQUARE FOOTAGE. 8. 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. 9. SERVICE WALKS SHALL BE NON — REINFORCED CONCRETE 4" THICK AND WIDTH AS INDICATED ON PLANS. 10. SEE ARCHITECTURAL PLANS FOR ALL EXPANSION AND CONTRACTION JOINTS LOCATIONS. 0 2' Chairback Curb and Gutter cao1 O Asphalt Pavement 6 cso� O Concrete Side Walk 3 cao1 0 Handicap Ramp Csa1 0 Trash Dumpster w/ Enclosure cao� Concrete Pad for Trash Dumpster �01 (D Landscaping —Grass 2' Chairback Curb w /out Gutter cso� Asphalt Pavement within Right of Way c 9' x 20' Parking Spaces — 35 Q 9' x 20' Handicap Parking Spaces — 2 Total Parking Spaces — 37 �— Traffic Flow Arrow LAND DESCRIPTION A part of Block "E" 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 northeast corner of said Block "E ", thence South 00 degrees 08 minutes 09 seconds East a distance of 57.00 feet, thence South 89 degrees 51 minutes 51 seconds West a distance of 53.65 feet, thence South 00 degrees 08 minutes 09 seconds East a distance of 8.17 feet; thence South 89 degrees 51 minutes 51 seconds West a distance of 11.50 feet; thence South 00 degrees 08 minutes 09 seconds East a distance of 23.33 feet; thence South 89 degrees 51 minutes 51 seconds West a distance of 153.70 feet; thence North 00 degrees 08 minutes 09 seconds West a distance of 88.50 feet, thence North 89 degrees 51 minutes 51 seconds East a distance of 153.70 feet, containing 0.267 acres, more or less. NOTE: SEE ARCHITECTURAL PLANS BY OTHERS FOR BUILDING DIMENSIONS AND EXACT LOCATIONS OF UTILITY SERVICE LINES. DOCKET N0. � — TAC \\\\ \ \\ \ \ \ \ \ \ \ \ \ \\ I I I I I I I I I l 1 f / Z pON T. ' % No. 10000075 O � STATE OF � S��NAL E� �iiii/ i/ n i I n I u I► n u\\\\\ \ \ \� DATE: 10/31/06 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 O C0 ca o ®1z = 0 12M LLI o Q) w \\\\ \ \\ \ \ \ \ \ \ \ \ \ \\ I I I I I I I I I l 1 f / Z pON T. ' % No. 10000075 O � STATE OF � S��NAL E� �iiii/ i/ n i I n I u I► n u\\\\\ \ \ \� DATE: 10/31/06 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 C0 o z � z Q) Za0 W Cz � w --A f EXIS-71-ING MEETINIG H QU SE 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. 1. ALL RADIUS AND OTHER DIMENSIONS FOR 6" STANDING AND CHAIRBACK CURB ARE TO FACE OF CURB. 2. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS FOR EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. 3. VERIFY SIGN LOCATIONS AND SIGN REQUIREMENTS WITH LOCAL GOVERNING AUTHORITIES. 4. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 5. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 6. ALL DIMENSIONS TO THE BUILDINGS ARE TO THE OUTSIDE OF THE BUILDING FOUNDATION WALL. 7. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS & BUILDING SQUARE FOOTAGE. 8. 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. 9. SERVICE WALKS SHALL BE NON— REINFORCED CONCRETE 4" THICK AND WIDTH AS INDICATED ON PLANS. 10. SEE ARCHITECTURAL PLANS FOR ALL EXPANSION AND CONTRACTION JOINTS LOCATIONS. Ooo.00 000.00 000 E FFE 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 Flow Arrow 6" Subsurface Drain Burried Electric Burried Telephone Burried Gas Line First Floor Elevation DOCKET N0. TAC �,�,.���pON T ``�f�Q'��G15TFR� No. 10000075 �0- STATE OF lNIltllt1111t1 DATE: 10/31/06 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) fig i- 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.: 10/31/06 1238.059 DRAWN BY: om BET SHEET TITLE: GRADING, DRAINAGE & UTILITY PLAN DRAWING FILES: N: \1238 \059 \DWGS \C102.DWG XREF: 026— bs.DWG, 029— BS— temp.DWG XREF: 035— BS.DWG, 049— BS.DWG XREF: 058— BS.DWG, 059— BS.DWG XREF: 3001Abs.DWG, 3004bs.DWG XREF: FUTBLDG.DWG, sitemeet.DWG SHEET NO.: €`ate Q oQ I IV 0 Q vi o �,�,.���pON T ``�f�Q'��G15TFR� No. 10000075 �0- STATE OF lNIltllt1111t1 DATE: 10/31/06 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) fig i- 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.: 10/31/06 1238.059 DRAWN BY: C1 BET SHEET TITLE: GRADING, DRAINAGE & UTILITY PLAN DRAWING FILES: N: \1238 \059 \DWGS \C102.DWG XREF: 026— bs.DWG, 029— BS— temp.DWG XREF: 035— BS.DWG, 049— BS.DWG XREF: 058— BS.DWG, 059— BS.DWG XREF: 3001Abs.DWG, 3004bs.DWG XREF: FUTBLDG.DWG, sitemeet.DWG SHEET NO.: Q oQ 0 Q �0 W C�5 � w DATE: PROJECT NO.: 10/31/06 1238.059 DRAWN BY: CHECKED BY: BET SHEET TITLE: GRADING, DRAINAGE & UTILITY PLAN DRAWING FILES: N: \1238 \059 \DWGS \C102.DWG XREF: 026— bs.DWG, 029— BS— temp.DWG XREF: 035— BS.DWG, 049— BS.DWG XREF: 058— BS.DWG, 059— BS.DWG XREF: 3001Abs.DWG, 3004bs.DWG XREF: FUTBLDG.DWG, sitemeet.DWG SHEET NO.: ME' HC Z( < wX (1 4.. X ■ t-X _ ... - ii .. X- _ X _ _ X X Y_ BROCKWAY PUBLIC HOUSE j EXISTING I' HELEN WELLS BUILDING l I t I_ f : EXISTING VILLAGE OF x x-- - - - r r WESTCLAY CITY HOMES r.. � 1 . f I � ` WARNING 2 THIS SH ET TO BE USED FOR STORMWATER POLLUTION PREVENTION PURPOSES ONLY. FOR ANY OTHER INFORMATION SEE DEVELOPMENT PLAN. Q W C-D C-) OC11. �.A f lvfv W HOLEY MOLEY SAYS "DON'T DIG BLIND "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG lr rr: 1- 800 - 382 -5544 II CALL TOLL FREE ,. -- - PER INDIANA STATE LAW IC- 8- 1 -26 -1 j -- ET SEQ. AS AMENDED AND SUPPLEMENTED, ! ASSUMED NORTH IT IS AGAINST THE LAW TO EXCAVATE » > WITHOUT NOTIFYING THE UNDERGROUND A SCALE: 1 = 20 LOCAl10N SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. I I E, Existing Storm Sewer I ► - New Storm Sewer i I Existing Sanitary Sewer I New Sanitary Sewer Existing Contour E j • '•••. HATCH PATTERN DENOTES TEMPORARY SEEDING ,'='. • �.: HATCH PATTERN DENOTES PERMANENT SEEDING o HATCH PATTERN DENOTES EROSION CONTROL BLANKET � CURB INLET SEDIMENT BARRIER (TYP) o BEEHIVE INLET PROTECTION DANDY BAG R OR EQUAL (TYP) Lu STRAW BALES (TYP) — X SILTATION FENCE — — — CONSTRUCTION LIMITS 0 TS TEMPORARY SEDIMENT FILTER /BARRIER 0 Im Ix 0 CL LL IL .. Q vi z (D =777 EXISTING VILLAGE OF x x-- - - - r r WESTCLAY CITY HOMES r.. � 1 . f I � ` WARNING 2 THIS SH ET TO BE USED FOR STORMWATER POLLUTION PREVENTION PURPOSES ONLY. FOR ANY OTHER INFORMATION SEE DEVELOPMENT PLAN. Q W C-D C-) OC11. �.A f lvfv W HOLEY MOLEY SAYS "DON'T DIG BLIND "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG lr rr: 1- 800 - 382 -5544 II CALL TOLL FREE ,. -- - PER INDIANA STATE LAW IC- 8- 1 -26 -1 j -- ET SEQ. AS AMENDED AND SUPPLEMENTED, ! ASSUMED NORTH IT IS AGAINST THE LAW TO EXCAVATE » > WITHOUT NOTIFYING THE UNDERGROUND A SCALE: 1 = 20 LOCAl10N SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. I I E, Existing Storm Sewer I ► - New Storm Sewer i I Existing Sanitary Sewer I New Sanitary Sewer Existing Contour E j • '•••. HATCH PATTERN DENOTES TEMPORARY SEEDING ,'='. • �.: HATCH PATTERN DENOTES PERMANENT SEEDING o HATCH PATTERN DENOTES EROSION CONTROL BLANKET � CURB INLET SEDIMENT BARRIER (TYP) o BEEHIVE INLET PROTECTION DANDY BAG R OR EQUAL (TYP) Lu STRAW BALES (TYP) — X SILTATION FENCE — — — CONSTRUCTION LIMITS 0 TS TEMPORARY SEDIMENT FILTER /BARRIER NOTE: EARTH MOVING MAY NOT COMMENCE UNTIL ITEMS 1 -9 OF "SPECIFIC STORMWATER POLLUTION PREVENTION PLAN NOTES" ON C803 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. NOTE: SILT FENCE IS TO REMAIN IN PLACE UNTIL ADJACENT LOT IS SODDED, SEEDED AND MULCHED, OR UNTIL 70% COVER IS ACHIEVED WHEN SEED IS APPLIED WITHOUT MULCH. - .._ yr, i -805 FOR ALL STORMWATER SEE SHEETS C803 , POLLUTION PREVENTION PLAN DETAILS & NOTES DOCKET NO. _ TAC No. _ 10000075 STATE OF F N . P / / /,1111 p! I I I411111i \ \ \ \\ DATE: 10/31/06 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) Y -- 5chineide%,r 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 CIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering o � � o Lu XREF: 026— bs.DWG, 029— BS— temp.DWG XREF: 035— BS.DWG, 049— BS.DWG XREF: 058— BS.DWG, 059— BS.DWG XREF: 3001 Abs.DWG, 3004bs.DWG XREF: FUTBLDG.DWG, sitemeet.DWG XREF: 059— PRE— ERO.DtiVG 0 0 Im Ix 0 CL LL IL .. Q vi z (D V) w No. _ 10000075 STATE OF F N . P / / /,1111 p! I I I411111i \ \ \ \\ DATE: 10/31/06 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) Y -- 5chineide%,r 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 CIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering (Cn(0)3 DATE: PROJECT NO.: 10/31/06 1238.059 DRAWN BY: CHECKED BY: BET SHEET TITLE: PRE - CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN DRAWING FILES: N:\1238\059\DWGS\CI03.DWG � � o XREF: 026— bs.DWG, 029— BS— temp.DWG XREF: 035— BS.DWG, 049— BS.DWG XREF: 058— BS.DWG, 059— BS.DWG XREF: 3001 Abs.DWG, 3004bs.DWG XREF: FUTBLDG.DWG, sitemeet.DWG XREF: 059— PRE— ERO.DtiVG SHEET NO.: z � z C> .. Q V CCU Q I..) w W a (Cn(0)3 DATE: PROJECT NO.: 10/31/06 1238.059 DRAWN BY: CHECKED BY: BET SHEET TITLE: PRE - CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN DRAWING FILES: N:\1238\059\DWGS\CI03.DWG XREF: 026— bs.DWG, 029— BS— temp.DWG XREF: 035— BS.DWG, 049— BS.DWG XREF: 058— BS.DWG, 059— BS.DWG XREF: 3001 Abs.DWG, 3004bs.DWG XREF: FUTBLDG.DWG, sitemeet.DWG XREF: 059— PRE— ERO.DtiVG SHEET NO.: (Cn(0)3 DATE: PROJECT NO.: 10/31/06 1238.059 DRAWN BY: CHECKED BY: BET SHEET TITLE: PRE - CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN DRAWING FILES: N:\1238\059\DWGS\CI03.DWG N.G1 MEETING HOUSE _OU ;[ .E t t i is 1� c is 13 ti t; — - - -- t, t 3 t iill' € I I i l i 'If ..._.. ry CENTER PART 2, ~..: BLOCK E EXISTING ® ' . :. �• : . • • . •• . ti•. . GRASS —� ...��•' .� ..•. '` • • • ".•' t J) a • . r .• : SILT FENCE 4 .. ,� • CONSTRUCTIOf ' , 4 a JX i \� i nip z)ntt i i v tat UJtU rum J I UNM VVA I tK POLLUTION PREVENTION PURPOSES ONLY. FOR ANY OTHER INFORMATION SEE DEVELOPMENT PLAN. o HOLEY MOLEY SAYS "DON'T DIG BLINDIM "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 ASSUMED NORTH TISEAOGAINSThTHE LDAW 0 EXCAVATENTED, T SCALE: 1 20 LOC O ONrJ WORKING TWO (2) WORK G D 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 HATCH PATTERN DENOTES EROSION CONTROL BLANKET CURB INLET SEDIMENT BARRIER (TYP) � BEEHIVE INLET PROTEC11ON Em DANDY BAG R OR EQUAL (TYP) STRAW BALES (TYP) -— SILTATION FENCE — — — CONSTRUC11ON LIMITS Ts TEMPORARY SEDIMENT FILTER/BARRIER NOTE: EARTH MOVING MAY NOT COMMENCE UNTIL ITEMS 1 -9 OF "SPECIFIC STORMWATER POLLUTION PREVENTION PLAN NOTES" ON C803 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. NOTE: SILT FENCE IS TO REMAIN IN PLACE UNTIL ADJACENT LOT IS SODDED, SEEDED AND MULCHED, OR UNTIL 70% COVER IS ACHIEVED WHEN SEED IS APPLIED WITHOUT MULCH. � fit_ fit_ fit_ -t• fit_ -st• ti. SEE SHEETS C803 -805 FOR ALL STORMWATER POLLUTION PREVENTION PLAN DETAILS & NOTES DOCKET N0. _ _ TAC 1�111,,1Q� >,,, / /' /', T. 44 � N0. 10000075 ?� STATE OF AL ��NI1111111 111111U \�`\ DATE: 10/31/06 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 cam � Em H pq Q z n LL cn z 0 �` w 1�111,,1Q� >,,, / /' /', T. 44 � N0. 10000075 ?� STATE OF AL ��NI1111111 111111U \�`\ DATE: 10/31/06 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 � � o H pq Q z o � Q z n1 CZ � w Li- CD 0.5' RETAINING WALL,..,, z (HEIGHT` ARIES) w - �U U FU- Cn z Cr— 0.67' " EXISTING 14' EAST BOUND DRIVE LANE PROPOSED 18' PARKING STALLS 0.5' 4.0' 4.51' ` �,_ WIDTH VARIES 0 1/4" PER FT. 2' CHAIRBACK CURB CONC. WALK ° LANDSCAPE CONC. WALK o ° ° o ° ° o ° o 0 0 ° ° ° +• 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 • •'.�•,• ••, 0 r- 0 0 0 0 0 0 0 0 °000 °0 °0 °00 °0 °0 0 0 0 0 0 0 PLANTER 0 0 0 0 0 0 000000 °_0 °0_0_0_0_0° 1.75" SLOT DRAIN @ 1/4" BELOW GRADE NORTH SIDE OF BUILDING_ AREA W/O STEPS TYPICAL CROSS SECTION A -A NOT i0 SCALE . . ....... . .. H�R�FFFRRY __ A__ -- 0 �o o� REGENTS BUILDING z NORTH FACE J'11 �U cf) w o U 2 FOUNDATION i L— — — — — — — — — — — — A SSUMED NORTH �CALE: 1 " =10 ' BRICK - MATC STEP LEDGE AS REQ'D -TOP OF CONCRETE MINIMUM 1" BELOW PROPOSED GRADE 0.5' RETAINING WALL (HEIGHT VARIES) 15.5 4.0 4' 5 2' CHAIRBACK CURB 1/4" PER FT. CONC. WALK 1' ;;. LANDSCAPE '°° °°°°°°°°°000000000000000000 °° °0 0 PLANTER o�o o,.o_o_0 REGENTS BUILDING NORTH FACE WIDTH VARIES 0.5' CONC. WALK WEEP HOLES I I FOUNDATION OR EQUIVALENT L— — — — — — — — — — — — NORTH SIDE OF BUILDING_ AREA VO STEPS, TYPICAL CROSS SECTION B -B NOT TO SCALE 9 1 2" 7r 7r 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. 6" WALL O.C. 0. C. F T N0. TAC No. 10000075 STATE OF hU / 1111111111111 \ \ \ \ \\ DATE: 10/31/06 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. C COPYRIGHTED BY THE SCHNEIDER CORP. (2006) hinc, dkv 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.: 10/31/06 1238.059 DRAWN BY: Cz BET SHEET TITLE: BUILDING /SIDEWALK CROSS- SECTION PLAN DRA'vWING FILES: N: \1238 \059 \DWGS \C105.DWG a XREF: 035- BS.DWG, 049- BS.D'WG XREF: 058- BS.DWG, 059- BS.DWG XREF: 3001Abs.DWG, 3004bs.DWG XREF: FUTBLDG.DWG, sitemeet.DWG SHEET NO.: 0 Q � c � PLAL C) _UD W No. 10000075 STATE OF hU / 1111111111111 \ \ \ \ \\ DATE: 10/31/06 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. C COPYRIGHTED BY THE SCHNEIDER CORP. (2006) hinc, dkv 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.: 10/31/06 1238.059 DRAWN BY: Cz BET SHEET TITLE: BUILDING /SIDEWALK CROSS- SECTION PLAN DRA'vWING FILES: N: \1238 \059 \DWGS \C105.DWG XREF: 026- bs.DWG, 029- BS- temp.DWG XREF: 035- BS.DWG, 049- BS.D'WG XREF: 058- BS.DWG, 059- BS.DWG XREF: 3001Abs.DWG, 3004bs.DWG XREF: FUTBLDG.DWG, sitemeet.DWG SHEET NO.: (C Q � c � z • re-i F-�' -i DATE: PROJECT NO.: 10/31/06 1238.059 DRAWN BY: CHECKED BY: BET SHEET TITLE: BUILDING /SIDEWALK CROSS- SECTION PLAN DRA'vWING FILES: N: \1238 \059 \DWGS \C105.DWG XREF: 026- bs.DWG, 029- BS- temp.DWG XREF: 035- BS.DWG, 049- BS.D'WG XREF: 058- BS.DWG, 059- BS.DWG XREF: 3001Abs.DWG, 3004bs.DWG XREF: FUTBLDG.DWG, sitemeet.DWG SHEET NO.: (C \`\\\\\\ \\ No. 10000075 STATE OF 1 I I DATE: 10/31/06 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. 11 U COPYRIGHTED BY THE SCHNEIDER CORP. (2006)11 V THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 301 Carmel, IN 46032 Telephone: 317.569.8112 rax: 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.: 10/31/06 1238.059 DRAWN BY: CI BET O STORM SEWER PLAN & PROFILE DRAWING FILES: N: \1238 \059 \DWGS \C601.DWG F XREF: 020- BS.DWG, 043- BS.DWG XREF: 3001 ABS.DWG XREF: 3004BS.DWG XREF: STORM SHEET NO.: (C CD(Gn c� z CD � z z (D V) \`\\\\\\ \\ No. 10000075 STATE OF 1 I I DATE: 10/31/06 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. 11 U COPYRIGHTED BY THE SCHNEIDER CORP. (2006)11 V THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 301 Carmel, IN 46032 Telephone: 317.569.8112 rax: 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.: 10/31/06 1238.059 DRAWN BY: CI BET O STORM SEWER PLAN & PROFILE DRAWING FILES: N: \1238 \059 \DWGS \C601.DWG F XREF: 020- BS.DWG, 043- BS.DWG XREF: 3001 ABS.DWG XREF: 3004BS.DWG XREF: STORM SHEET NO.: (C CD(Gn c� z CD � z w Cz DATE: PROJECT NO.: 10/31/06 1238.059 DRAWN BY: CHECKED BY: BET SHEET TITLE: STORM SEWER PLAN & PROFILE DRAWING FILES: N: \1238 \059 \DWGS \C601.DWG XREF: 057- BS.DWG XREF: 020- BS.DWG, 043- BS.DWG XREF: 3001 ABS.DWG XREF: 3004BS.DWG XREF: STORM SHEET NO.: (C CD(Gn GREATER THAN 5' FROM PAVEMENT: WITHIN 5' AND UNDER PAVEMENT: FINAL BACKFILL SHALL BE CLEAN FILL MATERIAL FREE OF FINAL BACKFILL SHALL BE B- BORROW (INDOT SPEC) ROCKS LARGER THAN 4" DIA, FROZEN LUMPS OF SOIL, WOOD COMPACTED IN 6" MAX LIFTS TO NOT LESS THAN 95% OR OTHER EXTRANEOUS MATERIAL COMPACTED IN 12" MAX STANDARD PROCTOR DENSITY. 6" BELOW AGGREGATE LIFTS TO NOT LESS THAN 90% STANDARD PROCTOR DENSITY. SUBBASE OF PAVEMENT SHALL BE #53 STONE (INDOT SPEC) COMPACTED TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY. 1/2 TRENCH DEPTH MIN. SHALL MEET OR EXCEED REQUIREMENTS OF JURISDICTIONAL AUTHORITY IF MORE STRINGENT. alr, Olr, III, 'Ill, alr, SOIL w \ \ / % \// 4 4 /\\ x1R>/1 PLACEMENT ° \��� %j FINAL BACKFILL BEDDING HAUNCHING AND INITIA U z w I BEDDING 12" MIN. - B- BORROW 1. D. , L BACKFILL SHALL BE B- BORROW (INDOT SPEC) COMPACTED IN 6" LIFTS MAX TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY. INITIAL BACKFILL AREA SPRING LINE OF PIPE HAUNCHING AREA -BEDDING AREA O.D. OF PIPE FOUNDATION UIR 4" MIN.— RE N (REQUIRED ED IN UNSTABLE SOIL) (3 MIN. @ BELL OF PIPE) 12" 12 No. 8 STONE STORM SEWER TRENCH & PIPE EMBEDMENT DETAIL 13 C801 OEM Mae Mme STRAIGHT CURB & GUTTER GRADE NEENAH TYPE CASTING T. C. NO. R -3010 "DUMP NO WASTE- DRAINS TO WATERWAY" ASPHALT OPENING :Q�'A NOTE: .P AS DETAIL SHOWS, STRUCTURE SHALL BE CONSTRUCTED SUCH THAT NO PART OF THE STRUCTURE EXTENDS UNDER THE MAINLINE PAVEMENT BEYOND THE LIMIT OF THE CASTING FRAME. I I i I STANDARD REINFORCED CONC. BASE *FOR DIMENSIONS SEE D -18 ON C806. NOTE: STRUCTURES SHALL PROVIDE PRECAST INLETS WITH PRECAST OPENINGS. qCo CHAIRBACK CURB INLET DETAILK`15� C801 CONTECH 1 3/4" WIDE VARIABLE HEIGHT PARALLEL SIDE GRATE OR EQUIVALENT TO MEET MANUFACTURER'S SPECIFICATIONS & INSTALLATION REQUIREMENTS. TOP OF GRATE TO BE INSTALLED AT 1/4" BELOW FINISHED GRADE. TVDW% A 1 c1 nTTEn DRAIN DETAIL NOT TO SCALE r16 �, C801 R RETAINING WALL SEE ARCHITECTURAL PLANS -1 3/4" 12" CONTECH CORRUGATED STEEL PIPE OR EQUIVALENT oni ulnrD CONCRETE CAP METER STEEL FENCE POST i WITH CLASS A CONCRETE _OW PAINT IN ACCORDANCE WITH 909.04 EXISTING ASPHALT PAVEMENT IAMETER, CLASS A CONCRETE PIER BOLLARD DETAIL .r9 NO SCALE 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 stomped 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 14.0' SERVICE DOOR 2' CHAIRBACK CURB 12" CONCRETE BLOCK WALL o • Q4• 9 w/ BRICK EXTERIOR & I BOLLARD C801 CONCRETE CAP (75 TALL) .. .4 a CONCRETE PAD L1" H.A.C. SURFACE #11 3" H.A.C. BINDER #9 2" #53 STONE 6" #2 STONE PREPARED SUBGRADE PER INDOT No. 201 PARKING LOT PAVEMENT SECTION e cso, X =WIDTH OF SIDEWALK 4' -0" PLAN VIEW SEALED 6' -0" EXPANSION JOINT 1 1 /2"R MAX. 1:12 SLOPE PAVEMENT c0 : d Ot�. .. •a:: � I I �, ; III, , _— —_ =1 I I =1 I ► =1 I I- -I I I =1 I I =1 '- CONCRETE CURB 8" SECTION A— A PARKI1' G -1 i 2' CHAIRBACK CURB o a a r12 a SWINGING TRUCK ENTRANCE GATES w/ C801 ASPHALT DRIVE °. a. a. "NO PARKING" SIGNS ON EACH DOOR CONCRETE PAD I ASPHALT DRIVE 14.0' TRASH DUMPSTER C801 Eyr; Cr SideNc`k S::r�c_e -.;rb Jr Curt CL-ter i J I c., PIPE UNDERDRAIN DOUBLE WALL HANCOR HI-0 OR EQUIVALENT min., K; j PIPE UNDERDRAIN (Typicol Instollotions) NOTE: PTP- SHALL CONFOR t TO F-OUiR Y{ 'N T S OF SECTIO, 906.17 n - Or STANDARD e.�IFiCATIOt, . INSTALLATION RCO u..iJII =F.O: B.� T r: iDFS OF ?AV�1•,I�:.NT S'r'i -sEr;t REQUIRED ey CITY OF CARM L_ STANDARDS S U 8,Q) L11 Rt ACE LEI <, ^.I P; 17 C801 WHEELCHAIR RAMP DETAIL �oi I---- —SEE PLAN — — — — — — — — — — — — I I I I I I I SEE PLAN I I I I I I I I I I I I L-- - - - - -- --J -1 2- 21ONG #3 BARS, EACH CORNER PLAN ASPHALT PAVING COMPACTED FILL sXsxio /io WrR SECTION CONCRETE DUMPSTER PAD. 12" y 3" OF TOPSOIL BACKFILL 6" 1 1 24„ 6„ 18„ alr, 3/4„ D +'..4 `� • .a: 24" COMPACTED SUBGRADE 2' CONCRETE CHAIRBACK 1 C801 CURB AND GUTTER 6„ 24„ 6' -0" \X IF X< 48" THEN � � Ir 2 em SLOPE OF FLARED SIDE SHALL NOT o :... ':. IIIII- a... : v• :. :'.o EXCEED 1: 12 BACKFILL Wiz:.. CL - a':.'. � :..: COMPACTED : z 0 BASE °#53 °'°o °STONE ° o° °° oO °° °o ° °o ° ° °° ° ° •o 0.0 O o O o O o O O o° O o° O° ° ° o o p °° D '.:.. o. :r- < car . -` ° °000 °oa:o o °'o 0 °• 0 0.0 0 0 00 o o ° ° o'0.0 .000-000. CZ LLj O • O • D • O • °O • o° zj 2' CONCRETE CHAIRBACK CURB r2 (WITHOUT GUTTER c801 W Z Z 0*<.'Cr_- <. �0w � 0,fW LL_ w `` - O w J or�f._ a-Z o oc� I Ld 0-1 �Z �° > z 1:10 LA 1: 10 TRANSVERSE JOINTS 4' -0" PLAN VIEW SEALED 6' -0" EXPANSION JOINT 1 1 /2"R MAX. 1:12 SLOPE PAVEMENT c0 : d Ot�. .. •a:: � I I �, ; III, , _— —_ =1 I I =1 I ► =1 I I- -I I I =1 I I =1 '- CONCRETE CURB 8" SECTION A— A PARKI1' G -1 i 2' CHAIRBACK CURB o a a r12 a SWINGING TRUCK ENTRANCE GATES w/ C801 ASPHALT DRIVE °. a. a. "NO PARKING" SIGNS ON EACH DOOR CONCRETE PAD I ASPHALT DRIVE 14.0' TRASH DUMPSTER C801 Eyr; Cr SideNc`k S::r�c_e -.;rb Jr Curt CL-ter i J I c., PIPE UNDERDRAIN DOUBLE WALL HANCOR HI-0 OR EQUIVALENT min., K; j PIPE UNDERDRAIN (Typicol Instollotions) NOTE: PTP- SHALL CONFOR t TO F-OUiR Y{ 'N T S OF SECTIO, 906.17 n - Or STANDARD e.�IFiCATIOt, . INSTALLATION RCO u..iJII =F.O: B.� T r: iDFS OF ?AV�1•,I�:.NT S'r'i -sEr;t REQUIRED ey CITY OF CARM L_ STANDARDS S U 8,Q) L11 Rt ACE LEI <, ^.I P; 17 C801 WHEELCHAIR RAMP DETAIL �oi I---- —SEE PLAN — — — — — — — — — — — — I I I I I I I SEE PLAN I I I I I I I I I I I I L-- - - - - -- --J -1 2- 21ONG #3 BARS, EACH CORNER PLAN ASPHALT PAVING COMPACTED FILL sXsxio /io WrR SECTION CONCRETE DUMPSTER PAD. 12" y 3" OF TOPSOIL BACKFILL 6" 1 1 24„ 6„ 18„ alr, 3/4„ D +'..4 `� • .a: 24" COMPACTED SUBGRADE 2' CONCRETE CHAIRBACK 1 C801 CURB AND GUTTER 6„ 24„ 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 SEC710N 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 r3 C801 . d d - e d va d• .aa G: d G • • a :a d .d. A.. ad Q. d 4_ 0 0 0 0 0 0 0 0 0 0 0 D 0 0 0 0 0 O 0 0 0 0 0 O Q O C, O 0 C 0° 0 0O 0 C) 0O 0 0 0O o O 0 o 0O 0 O 0O 0 O CO 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 p 0 O 0 0 0 0 0 o 0 O 0 O 0 o 0 O ° o 0 O 0 O O 0 O° O ° o° O o 6" CONCRETE PAVEMENT 4000psi 6" GRANULAR FILL CONCRETE PAVEMENT SECTION C801 1. SAWCUT EXISTING EDGE 2. SURFACE MILL 1" TACK COAT ALL FACES NEW PAVEMENT MIN. /-- EXISTING PAVEMENT 1.5" HMA SURFACE #11 RED — ILLUMINATING 2" HMA #8 BINDER TAPE (LETTERS) 3" HMA #5D BASE 7" #53 STONE • PREPARED SUBGRADE PER INDOT No. 201 WHITE - ILLUMINATING 14 TAPE (BACKGROUND) TYPICAL PAVEMENT TIE—IN & �01 SECTION WITHIN RIGHT OF WAY RED - ILLUMINATING TAPE (ARROW) 50' RED - ILLUMINATING TAPE (BORDER) TOP OF CURB 0 NO PARKING SIGN DETAIL 12 NO SCALE C801 TRANSVERSE EXPANSION JOINTS BOTTOM OF CURB PAVEMENT TRANSVERSE CONTRACTION JOINTS (10' MAX. SPACING) NOTE: MAXIMUM TRANSVERSE CONTRACTION JOINT SPACING ON RADII SHALL BE 5 FEET. 5 CURB JOINT DETAIL c8o1 3" OF TOPSOIL 6„ 18„ � � Ir 2 em � IIIII- a... W EART -I BACKFILL Z —I III- ; � = .. .. .... - .. •• . • � •. - '. IM11 � COMPACTED .. ' : o :. ' .° z 0 BASE °#53 °'°o °STONE ° o° °° oO °° °o ° °o ° ° °° ° ° •o 0.0 O o O o O o O O o° O o° O° ° ° o o p °° • o O• o O O 00 000. o ° ° ° ° ° ° ° o ° o • o o ° - o o° � o o° e° c ° 00 0 oO ° o cO ° oO O o o c ° °000 °oa:o o °'o 0 °• 0 0.0 0 0 00 o o ° ° o'0.0 .000-000. CZ O • O • D • O • °O • o° ° 0 2' CONCRETE CHAIRBACK CURB r2 (WITHOUT GUTTER c801 W Z Z =>Ld 0 J O _ �0w � 0,fW LL_ w `` - O w J or�f._ a-Z o oc� I Ld 0-1 �Z �° > z > 5' -0" BETWEEN z - o < TRANSVERSE JOINTS 48' -0" BETWEEN EXPANSION JOINTS (MAX) CONCRETE SIDEWALK NOT TO SCALE THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE MATERIAL TO THE REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 6" IN DEPTH. SUBGRADE UNDER ALL CURB, SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE WITH SEC710N 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 r3 C801 . d d - e d va d• .aa G: d G • • a :a d .d. A.. ad Q. d 4_ 0 0 0 0 0 0 0 0 0 0 0 D 0 0 0 0 0 O 0 0 0 0 0 O Q O C, O 0 C 0° 0 0O 0 C) 0O 0 0 0O o O 0 o 0O 0 O 0O 0 O CO 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 p 0 O 0 0 0 0 0 o 0 O 0 O 0 o 0 O ° o 0 O 0 O O 0 O° O ° o° O o 6" CONCRETE PAVEMENT 4000psi 6" GRANULAR FILL CONCRETE PAVEMENT SECTION C801 1. SAWCUT EXISTING EDGE 2. SURFACE MILL 1" TACK COAT ALL FACES NEW PAVEMENT MIN. /-- EXISTING PAVEMENT 1.5" HMA SURFACE #11 RED — ILLUMINATING 2" HMA #8 BINDER TAPE (LETTERS) 3" HMA #5D BASE 7" #53 STONE • PREPARED SUBGRADE PER INDOT No. 201 WHITE - ILLUMINATING 14 TAPE (BACKGROUND) TYPICAL PAVEMENT TIE—IN & �01 SECTION WITHIN RIGHT OF WAY RED - ILLUMINATING TAPE (ARROW) 50' RED - ILLUMINATING TAPE (BORDER) TOP OF CURB 0 NO PARKING SIGN DETAIL 12 NO SCALE C801 TRANSVERSE EXPANSION JOINTS BOTTOM OF CURB PAVEMENT TRANSVERSE CONTRACTION JOINTS (10' MAX. SPACING) NOTE: MAXIMUM TRANSVERSE CONTRACTION JOINT SPACING ON RADII SHALL BE 5 FEET. 5 CURB JOINT DETAIL c8o1 p�- uuuttIrI►rrbr ���i T. ��G�STERF 'Q�� No. =� 10000075 ?O STATE OF O �v %ss. ..... DATE: 10/31 /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) - - -•y... o 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 CIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering Cz 2 em � � W Z � � z 0 w p�- uuuttIrI►rrbr ���i T. ��G�STERF 'Q�� No. =� 10000075 ?O STATE OF O �v %ss. ..... DATE: 10/31 /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) - - -•y... o 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 CIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering Cz CO � � W Z � � E-4 CZ w CLAY TOWNSHIP REGIONAL WASTE DISTRICT 4 4 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 sholl 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 on inspection to determine compliance with the District's sewer use ordinance. Such notification shall be made 24 hours prior to the need for the inspection. If the inspection fails and a second inspection is required, or contractor is not on site for scheduled inspection, or fails to cancel inspection, on additional fee of $100.00 will be due. This must be paid prior to the time of the follow up inspection. 5. Property owners are hereby advised that the County Board of Health regulates the operation and maintenance of private sewage disposal (septic) systems. The County Ordinance provides in part that, upon connection to a public sewer, a septic tank " ?shall be abandoned and filled with earthen material in a safe and sanitary manner.' Please contact the appropriate County Board of Health for further information. 6. Acceptable Pipe Materials: PVC PIPE: SDR 35, ASTM D -3034, SIX INCH PIPE PVC PIPE: SDR 21, ASTM D -241, SIX INCH PIPE GASKETS JOINTS ASTM D 3212 GASKETS ASTM F -477 FITTINGS — SDR -26 DUCTILE IRON MECHANICAL COUPLING WITH PROPER FITTINGS. CLEAN OUTS TO BE LOCATED THREE FEET WITHIN THE FOUNDATION AND NO MORE THAN 100 FEET APART. 7. Bedding: Use Number 8 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 gosketed 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.ctrw [. 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 inQj&t ALL laterd Please call the District office at 844 -9200 24 hours prior to time of inspection. 14. Centroctors shall lay 14 gmg=sdid wire the ertire le no of the lateral. wre is to be placed on top of the lateral. The District inspector will verify placement of the wire. After inspection, bedding is to be placed on top. 15. Call before you dig. IUPPS 1- 800 - 382 -5544, 48 hours prior to digging. Lateral— rev.01- 13 -06cf 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 I, MINIMUM 3" ABOVE STONE III, 20 "0 FRATCO HDPE METER PIT, 7.2 LBS /FT, MIN. 3' DEEP OR EQUAL 6" FROM TOP OF PIPE TO BOTTOM OF METER PIT. CONTRACTOR SHALL NOT ALLOW METER PIT TO CONTACT LATERAL /TEE -WYE CONCRETE CAP. MINIMUM 1" & MAXIMUM 4" CLEARANCE FROM TOP OF CAP TO BOTTOM OF CASTING CLEANOUT TYPE 3 (GRASS OR LANDSCAPE SURFACES BEYOND THREE FEET OF BUILDING) FINAL GRADE 6 " CLEARANCE FROM TOP OF PIPE TO TOP OF #8 STONE — 6" MINIMUM (TYP.) 6" SDR35 PVC PIPE (6" X 6" X 6 ") TEE —WYE 6" SEWER LATERAL o8' MINIMUM TYPICAL ALL LATERALS GREATER THAN 12' DEEP) RIGHT —OF —WAY OR EASEMENT LINE ONE PIECE TEE —WYE REQUIRED NOTE: ALL WYES AND SHALL BE SDR 26 MAIN SEWER LINE i I PLAN VIEW 6' MINIMUM (TYPICAL ALL LATERALS SHALLOWER THAN 12' DEEP) �— FOR SEPARA11ON SEE NOTE 6" PVC SDR 35 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 1' (TYPICAL ALL LATERALS) RIGHT —OF —WAY OR EASEMENT LINE * BEDDING TO BE PLACED ON UNDISTURBED EARTH. COMPACTION OF #8 STONE IS CRITICAL UNDER ALL JOINTS AND FITTINGS. IF PROPER COMPACTION CANNOT BE ACHIEVED, THEN PLACE A MINIMUM OF 6" OF 3500 PSI, 28 DAY COMPRESSIVE STRENGTH CONCRETE AROUND THE PIPE TO BEAR ON STABLE GROUND (PER ENGINEER)_ A MINIMUM OF 8" OF #8 STONE OVER THE CONCRETE CAPPED WYE SHALL BE PLACED PRIOR TO BACKFILLING. 22.5' OR 45* --n FINISHED GRADE 4' MINIMUM �� \ t , a 75' OR LESS FOR SHORT SIDE M1__ LATERALS 45' OR LESS FOR LONG SIDE LATERALS MINIMUM 4" CONCRETE COLLAR REQUIRED, NOT TO EXCEED BEYOND FIRST PIPE JOINT 6" MINIMUM OF WYE. IF A WYE IS LESS THEN 12' DEEP, THEN CONCRETE COLLOR IS AS REQUIRED PER ENGINEER'S DISCRETION. MINIMUM CONCRETE STRENGTH OF 3500 PSI, 28 DAY COMPRESSIVE STRENGTH. NOT REQUIRED FOR DUCTILE IRON TEE. ALL FITTINGS SHALL BE OF ONE PIECE CONSTRUCTION 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 W11H SEWER ON CASTING 6" PVC CAP /i ✓i i /i. ✓ice /i�j • 36" x 36" x 6" CONCRETE - APRON WITH FIBERMESH 4 { REINFORCEMENT. FLOW 2' MINIMUM 1 4' MINIMUM 22.5' OR 45' PAINTED GREEN 2" X 4" DEPTH TO LATERAL TO BE SHOWN ON MARKER. 2 (TYPICAL ALL LATERALS) RIGHT —OF —WAY CAP TO BOTTOM OF CASTING OR EASEMENT LINE 4' 1 r irSTEEL DETECTOR POST %� - 5' MINIMUM — 8' MAXIMUM (TYPICAL ALL LATERALS) �— CAP FOR THIS ANGLE MUST BE 45' OR FUTURE CONNECTION LESS FOR ALL LATERALS (TYPICAL ALL LATERALS) SHALLOWER THAN 12 FEET. INIMUM FALL— 1/8" PER FOOT MAY NEED TO BE DEEPER FOR (TYPICAL ALL LATERALS) LONG BUILDING LATERALS OR FINISHED GRADES SLOPING AWAY * FROM SEWER. / SECTION 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 DETA11 C8D2 SANITARY OR STORM SEWER � 0 TYPICAL- UTILITY CROSSING r2),, NOTE :ALL SLAB AND CRAWL SPACE — MINIMUM 1" CLEARANCE FROM TOP OF CONNEC11ONS MUST BE A MINIMUM 2 CAP TO BOTTOM OF CASTING OF 3" BELOW THE FOOTER AND EXIT O r—� F ^^—� F) THE BUILDING AT THE FRONT OF U F ..4-� V) i..-Il THE STRUCTURE TO PROVIDE THE w SHORTEST, MOST DIRECT ROUTE FINAL GRADE FROM THE BUILDING TO THE � 6" PVC CAP o C/Q EXISTING LATERAL STUB. 0 z O w FINAL GRADE 6" PVC PIPE TEMPORARY U r, /� /� GLUED CAP U. �- W FOUNDATION (FOOTER) M 6 PVC PIPE (6" X 6" X 6 ") TEE —WYE 4" X 3" REDUCER W W � " INI (6" X 6" X 6 ") TEE —WYE Tt- r •- _ t'D.: >. e M 3MUUM; - _ -a. Y.^ �' s Y' 'i t x �- �' CF t" F "� r •„' ;t t "V v r u V r ,�\, / \\ " 4 SEWER 18 STONE BELOW CONCRETE "I "I % / %y /' % 6 SEWER LATERAL " MINIMUM. APRON TO PREVENT CLEAN OU T TYPE 2 SEWER TRENCHING, SANITARY BEDDING SETTLING. EXTEND TO — AND BACKFILL DETAIL UNDISTURBED EARTH. ( HARDSCAPE SURFACES AND ALL OTHER INSTALLATIONS BEYOND THREE FEET OF BUILDING) 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. 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 cso2 FLOW —IN— L.6" SEWER LATERAL 6" x 4" REDUCER GLUED WITHIN 3' OF THE FOUNDATION OR GASGETED OUTSIDE OF THE FOUNDATION CLEANOUT TYPE 1 (ONLY LANDSCAPED SURFACES WITHIN THREE FEET OF BUILDING) Zz No. i 10000075 O STATE OF ANDIAN.. /0 N A L 1111E f I I lUU\t DATE: 10/31/06 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) a • aE' toc hi I 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 CIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering 2 OEM O r—� F ^^—� F) U F ..4-� V) i..-Il w � � z o C/Q w 0 z O w Zz No. i 10000075 O STATE OF ANDIAN.. /0 N A L 1111E f I I lUU\t DATE: 10/31/06 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) a • aE' toc hi I 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 CIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering O r—� F ^^—� F) U F ..4-� V) i..-Il w � � z o C/Q w Q w E---+ U W W W � STORMWATER POLLUTION PREVENTION PLAN INDEX Al Plan Index provided below A2 11 "x17" Plat denoting boundaries and streets is provided separately. A� Project Type: This site consists of the construction of 1 building and parking lot expansion within a Mixed -Use Block development of VOWC Section 3001 -A Block "E A4 Vicinity Map: Denoted on Sheet C100 A5 Legal Description of Project Site: See attached C101 and NOI 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 ore routed through several detention ponds prior to discharging into Elliot Creek, see Site Plan Sheets C101 and the Grading, Drainage & Utility Plan Sheets C102 for more detail. A10 Location of oil 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 WestClay. 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, Floodways and Flood Fringes: None. A14 Pre - Construction and Post Construction Peak Discharge: 10year Pre - Construction Peak Discharge = 2.5 CFS 10year Post Construction Peak Discharge = 5.9 CFS A15 Adjacent Land Use (See Stormwater Pollution Prevention Plan - Pre - Construction Plan Sheet C103 for more information): North: Village of WestCloy Section 3004 South: Village of WestClay Provost Park East: Village of WestClay Section 3004 West: Village of WestClay Section 3001 -A, Block "F" A16 Locations and approximate boundaries of all disturbed areas: See Sheets C103 -C104 for locations. A17 Identification of existing vegetative cover: See Stormwater Pollution Prevention Plan - Pre- Construction Plan Sheet C103. A18 Soils Map including descriptions and limitations: See sheet C804 for soils map, description and limitations. A19 Locations, size and dimensions of proposed stormwater systems: See Grading, Drainage & Utility Plan Sheets C102 for proposed storm sewer system. A20 Locations, size and dimensions of any proposed off -site construction activities associated with this project: See Grading, Drainage & Utility Plan Sheets C102. A2_1 Locations of Soil Stockpiles: Stockpile areas shall be located as far away from ponds, existing storm sewer inlets and existing swales as possible. Stockpiles shall not be located closer than 15 feet from property line. Stockpiles shall be immediately seeded and secured with silt fence. 1'2 Existing site topography. See Grading, Drainage & Utility Plan Sheets C102 for existing site topography. A23 Proposed final topography. See Grading, Drainage & Utility Plan Sheets C102 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, broke fluid, brake dust, trash, debris, biological agents found in trash, fertilizers, herbicides, pesticides, acid rain, lime dust and concrete washout. UZ 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 WestCloy Block "E" Regent's Building, Part II, Section 3001 -A, Block "E" 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. B3 84 65 K L7 K L BIO KZ J113 PRECONSTRUC11ON ACTIVITIES: 1. Call the Indiana Underground Plant Protection systems, Inc. ( "Holey Mole;) 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. A silt fence shall be installed at the edges of the project site where there is potential for any stormwater runoff. See Sheets C103 -C104 for locations of silt fence. 3. Curb inlet protection shall be installed at existing curb inlets as depicted on plan. 4. 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. 5. Maintain 10' minimum grass filter strips as depicted on plan. 6. A construction entrance shall be placed per the plan location. 7. Establish construction staging area for equipment and vehicles as for from detention ponds and swales as possible. 8. Establish onsite location for owner /operator /contractor placement of approved plans and Rule 5 NOI 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 and building 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. Builder shall sweep adjacent streets at least twice weekly. In addition, streets and curb inlet protection should be cleared of all debris at the end of each work day. 7. Final grade all areas. Re -seed any disturbed areas. 8. Remove all temporary erosion and sediment control measures. 9. Notify the City of Comrel with a Notice of Termination letter upon completion of the project and stabilization of the site. Stable construction entrance location(s) and specifications: See Stormwater Pollution Prevention Plan Sheets C103 -C104 for location and Sheet C804 for construction entrance details and specifications. Sediment control measures for sheet flow areas: See Stormwater Pollution Prevention Plan Sheets C103 -C104 for locations of sediment control measures and Sheet C804 for construction details and specifications. Sediment control measures for concentrated flow areas: See Stormwater Pollution Prevention Plan Sheets C103 -C104 for locations of sediment control measures and Sheet C804 for construction details and specifications. Strom sewer inlet protection measures, locations and specifications: See Stormwater Pollution Prevention Plan Sheets C103 -C104 for locations of inlet protection measures and Sheet C804 for construction details and specifications. Runoff control measures: See Stormwater Pollution Prevention Plan Sheets C103 -C104 for locations of runoff control measures and Sheet C804 for construction details and specifications. Stormwater outlet protection specifications: See Stormwoter Pollution Prevention Plan Sheets C103 -C104 for locations of stormwater outlet control measures and Sheet C804 for construction details and specifications. Grade stabilization structure locations and specifications: See Stormwater Pollution Prevention Plan Sheets C103 -C104 for locations of grade stabilization control measures and Sheet C804 for construction details and specifications. Location, dimensions, specifications and construction details of each stormwoter quality measure: See Stormwater Pollution Prevention Plan Sheets C103 -C104 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 C103 -C104 for locations of temporary surface stabilization measures and Sheet C804 for construction details and specifications. Permanent surface stabilization specifications: See Stormwoter Pollution Prevention Plan Sheets C103 -C104 for locations of permanent surface stabilization measures and Sheet C804 for construction details and specifications. 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: 1. Any personnel observing a spill will immediately instigate the following procedure: a.) Dialing "0" from any telephone. b.) Notify the appropriate emergency personnel. 2. The Emergency Coordinator will then take the following actions: a.) Barricade the area allowing no vehicles to enter or leave the spill zone. b.) Notify the Indiana Department of Environmental Management, Office of Emergency Response by calling the appropriate telephone number: Office 317 - 233 -7745 Toll Free 800 - 233 -7745 Also the National Response Center at 800 - 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. 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. 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 areas) 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 sweepiny. Flushing should only be used if the water is conveyed into a sediment trap or basin. 5. Repair any broken road pavement immediately. 615 Erosion & sediment control specifications for individual building lots: See Stormwater Pollution Prevention Plan Sheet C103 -C104 for Regent's Building project erosion and sediment control specifications. L1 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, construction trash and debris, fertilizers, household items including but not limited to cleaning agents, chemicals, paint, miscellaneous home improvement materials, toys, clothing and animal waste, elevated storm runoff temperatures, acid rain pesticides and pathogens. Sequence describing stormwater quality measure implementation: 1. Inspect and maintain all erosion control measures as detailed in the Stormwater Pollution Prevention Measures Maintenance Requirements beginning immediately after installation and continuing until vegetation has been sufficiently established and all construction activity is complete. 2. Install and maintain post- contruction BMPs. A series of wet ponds will be utilized on this specific project, in addition to SNOUT catch basin inserts for pollutent and debris removal. 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. 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 extended 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 Regent's 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. SNOUT Catch Basin Inserts - Insert in catch basins within parking lot to filter pollutants and debris. 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 will be utilized as a post- construction BMP. See Stormwater Pollution Prevention Plan Sheets C103 -C104 for locations of temporary stormwater quality measures and Sheet C804 -C805 for construction details and specifications. Description of maintenance guidelines for proposed water quality measures: See attached BMP Operations and Maintenance Manual. ADD111ONAL STORMWATER POLLU11ON PREVENTION MEASURES VEHICLE & EQUIPMENT MAINTENANCE Description and Purpose Prevent or reduce the contamination of stormwater resulting from vehicle and equipment maintenance by running a "dry and clean site ". The best option would be to perform maintenance activities at an offsite facility. If this option is not available then work should be p erformed in designated a r eas 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 veh?cles 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 A11D EQUIPMENT FUELING Description and Purpose Vehicle equipment fueling procedures and practices are designed to prevent fuel spills and leaks, and reduce or eliminate contamination of stormwater. This can be accomplished by using offsite facilities, fueling in designated areas only, enclosing or covering stored fuel, implementing spill controls, and training employees and subcontractors in proper fueling procedures. Limitations Onsite vehicle and equipment fueling should only be used where it is impractical to send vehicles and equipment offsite for fueling. Sending vehicles and equipment offsite should be done in conjunction with a Stabilized Construction Entrance/ Exit. Implementation Use offsite fueling stations as much as possible. These businesses are better equipped to handle fuel and spills properly. Performing this work offsite can also be economical by eliminating the need for a separate fueling area at a site. Discourage "topping -off" of fuel tanks. Absorbent spill cleanup materials and spill kits should be available in fueling areas and on fueling trucks, and should be disposed of properly after use. Drip pans or absorbent pads should be used during vehicle and equipment fueling, unless the fueling is performed over an impermeable surface in a dedicated fueling area. Use absorbent materials on small spills. Do not hose down or bury the spill. Remove the adsorbent materials promptly and dispose of properly. Avoid mobile fueling of mobile construction equipment around the site; rather, transport the equipment to designated fueling areas. Train employees and subcontractors in proper fueling and cleanup procedures. Dedicated fueling areas should be protected from stormwater runon and runoff, and should be located at least 50 ft away from downstream drainage facilities and watercourses. Fueling must be performed on level -grade areas. Protect fueling areas with berms and dikes to prevent runon, runoff, and to contain spills. Nozzles used in vehicle and equipment fueling should be equipped with on automatic shutoff to control drips. Fueling operations should not be left unattended. Federal, state, and local requirements should be observed for any stationary above ground storage tanks. Inspection and Maintenance Vehicles and equipment should be inspected each day of use for leaks. Leaks should be repaired immediately or problem vehicles or equipment should be removed from the project site. Keep ample supplies of spill cleanup materials onsite. Immediately clean up spills and properly dispose of contaminated soil and cleanup materials. SOLID WA.STF MANAOFMFNT eac-riL)tion 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 stocked 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. CONCRFTI WASHOUT The following steps will help reduce stormwater pollution from concrete wastes: Discuss the concrete management techniques described in this BMP (such as handling of concrete waste and washout) with the ready -mix concrete supplier before any deliveries are made. Incorporate requirements for concrete waste management into material supplier and subcontractor agreements. Store dry and wet materials under cover, away from drainage areas. 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. DEViATERING AND PUMPING OPERATIONS Description and Purpose Dewatering operations are practices that manage the discharge of II n po uta is when non stormwater and accumulated precipitation must be removed from a work location so that construction work may be accomplished. Suitable Applications These practices are implemented for discharges of nonstormwater from construction - o co st uction 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 ^s "r ,�, ilor: 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. hporopncte A,oG %icatiors: Effective for the removal of gravel, sand, silt, some metals that settle out with the sediment, and trash. rrp;erri1 n to, tlon: 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. Y I;' i narc 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 waterwav 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. ip;)'ll / ;r o r n A;) (C,J t for s. Effective for the removal of large and medium sized particles (sand and gravel) and some metals that settle out with the sediment. ,rr ;' .,m.2n 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. 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. -` `� _. Gravitv Boo Filter l; escrip tio,7: 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. Appropriote Applications: Effective for the removal of sediments (gravel, sand, and silt). Some metals are removed with the sediment. lmplerr,ertotior7: 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. Moan ter,onco: 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: Is this Fvnll{ntinn fnllnwinn n rninfnll Ypc Date of Inspection: Nn If uoc 1In +n +ha rein +nnnni:• Inches No. - - - - - - - - - r r - -- PROBLEM or CONCERN YES NO N/A 1. Is the site information posted at the entrance? 0 ® om 2. Are all necessary permits attained and special provisions being implemented? JU 1 a 3. Is a construction entrance installed. Is it effective? Is it enough W 4. Public and private streets are clean? z e. =- 0 5. Are appropriate practices installed where stormwater leaves the site? 0 a LL 6. Silt fence is entrenched into the round? w � 54 Q z= O 7. Silt fence is upright? Fabric and stakes meet specifications? Fabric is not to torn? d U � U� ::� U }}W 1_%_A_4 Terminated to higher round? Property 'oined at ends? 8. Sediment basins and traps are installed according to the Ian? The pipe or rock spillway is functional? w 9. The earthwork for erosion and sediment control practices is properly graded, seeded and /or mulched? M 10. Diversions swales and/or waterbars are installed to plan and protected? 11. I Perimeter practices have adequate capacity and do not need to be cleaned out? 12. Inlet protection is installed on all functional inlets? not filter fabric under rate 13. Inlet protection is installed so water does not flow under it? 14. 1 The frame, cross-bracing and/or stakes are adequate and meetspecifications? 15. The fabric straw, mulch and/or stone is intact without holes or tears? 16. Catch basin insert protection is installed where required? 17. Sediment has been removed from the practice? 18. Swoles and witches have been stabilized or protected? 19. Stormwater outlets are adequately stabilized? 20. Temporary stabilization of distributed ground has been addressed? 21. Disturbed areas that will lie dormant for 15 days are planned to be protected? 22. All protected dormant areas meet a minimum 70% coverage 23. Growing vegetation has sufficient water and/or nutrients to row? 24. Permanent stabilization of disturbed ground is progressing through the project? 25. Final grading and stabilization is progressing on completed areas? 26. The soil has been roperly prepared for seeding? 27. Hard or soft ormoring is installed where natural vegetation will erode? 28. Water pumping operations have a protected outlet and discharge water is clear? 29. A designated washout is established for concrete trucks? 30. 1 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. , I __ 1 J ALL PROBLEMS OR CONCERNS NEED TO BE ADDRESSED WITH A CORRECTIVE ACTION Identify the problem by n -ember and /or provide additional explanation as needed. Developer Representative contacted, name and date: Date: Contractor Representative contacted, name and date: Date: Report Submitted by. Date: \ \N\\\1 \ \ \ \ 11111 l { 11 t t I ►III / / / / / //��i/ ,���`° I , T -BCC ''/ . FO . F NO. -.- S - . 10000075 �/ STATE OF -: :I::z � e -.NDIANP` -" %/ss/4NAL �N�`�\\\\. /III I I I I I I I I I I I I I\ 1 \ \\ \\ so 00 3144w� a I � � �M=%' L DATE: 10/31/06 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) Schleider 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 >__4 2 10/31/06 0 (49 Flilm BET 0 ® om PREVENTION DETAILS & NOTES DRAWING FILES: JU 1 a M l I..-II ----I W z e. =- 0 r6 cc 0 a LL Ian U) W1% w � 54 Q z= O FM w Of d U \ \N\\\1 \ \ \ \ 11111 l { 11 t t I ►III / / / / / //��i/ ,���`° I , T -BCC ''/ . FO . F NO. -.- S - . 10000075 �/ STATE OF -: :I::z � e -.NDIANP` -" %/ss/4NAL �N�`�\\\\. /III I I I I I I I I I I I I I\ 1 \ \\ \\ so 00 3144w� a I � � �M=%' L DATE: 10/31/06 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) Schleider 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 >__4 Q_!) 10/31/06 1238.059 DRAWN BY: CCU BET O STORMWATER POLLUTION PREVENTION DETAILS & NOTES DRAWING FILES: N: \1238 \059 \DWGS \C803- 804.DWG E4 C C`:'�) (0) 3 1 -�I-) V) l I..-II ----I W z e. =- z 4 m � Z o - � 44 O U) W1% w � 54 Q w ::5 � d U � U� ::� U }}W 1_%_A_4 `___l �J w r__ 0 r--i M Q4 DATE: PROJECT NO.: 10/31/06 1238.059 DRAWN BY: CHECKED BY: BET SHEET TITLE: STORMWATER POLLUTION PREVENTION DETAILS & NOTES DRAWING FILES: N: \1238 \059 \DWGS \C803- 804.DWG SHEET NO.: C C`:'�) (0) 3 1 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 j 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 cnd 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 underdroins, sub -base strengthening or lime stabilization. Swales 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. 6' HIGH, 12" WIDE GEOTECi1LE FABRIC FILLED VATH No.2 STONE. (FABRIC-NUT. EC 3N'W SILT FENCE FABRIC OR APPROVED EQUAL) ONE FOOT OVERLAP ONTO THE CURB CURB INLET gutA OFF LURB INLET HTIMENT BARRIER NO SCALE SEEDING 3 ---6" MIN. TURN DOWN EROSION CONTROL BLANKET -'+ NORTH AMERICAN GREEN fit. S -75 OR EQUAL) '- EXISTING GRADE II �� EROSION CONTROL MATTING DETAIL } 31 �. 1 21 6fh f f r' f J r' �_. rA 5„ r t t S 1 Ott. rt`� I j 3 `Cr 300 275 250 225 200 SLOPE 175 LENGTH 150 (FT.) 125 100 75 50 25 0 KLWUIKLU UUL IU I/Lr,n yr FLU". ® X X CHANNEL LININGS UTILIZE STAPLE PATTERN "C" 4:1 3:1 2 1 l: t wTH ADDITIONAL STAPLES ON SIDE SLOPES AT CHANNEL PROJECTED 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. 1 THE EDGES OF THE BLANKET SHOULD BE BUTTED AGAINST EACH OTHER, THE EDGES OF THE SCC225 SHOULD BE OVERLAPPED 2'. 2 ON SLOPE APPLICATIONS, THE TOP OF THE BLANKET SHOULD BE "SLOTTED IN' ABOVE THE BREAK OF THE SLOPE OR AT A MINIMUM, STAPLED IN PLACE WITH STAPLES 6' APART ON THE END OF THE BLANKET. _ WIN SILT FENCE x X 10, ± 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. Tall Fescue 15 .4 5.8 -7.5 2 1 2 Kentucky Bluegrass 25 .6 5. Tall Fescue 35 .8 5.5 -8.3 2 1 Emerald Crownvetch ** 10 .25 Lawns and High Maintenance Areas 6. Kentucky Bluegrass 40 .9 5.8 -7.5 2 1 Creeping Red Fescue 40 .9 7. Perennial Ryegrass 170 4.0 5.0 -7.5 1 (Turf Type) 8. Tall Fescue 170 4.0 5.5 -8.3 2 1 2 * 1 - Preferred 2 - Will Tolerate ** Inoculate with specific Inoculant. - 7 4 3 ROLL BLANKETS ON LONG SLOPES, THE ENDS OF THE THE BLANKET SHOULD NOT BE OUT IN DIRECTION BLANKETS SHOULD BE OVERLAPPED SILT FENCE STRETCHED BUT ALLOWED TO LAY OF WATER FLOW. r 4 - 6' IN A 'SHINGLE EFFECT'. LOOSELY ON THE SOIL SURFACE TO ACHIEVE MAXIMUM BLANKET TO SOIL f Silt Fence shall be a machine produced, non -woven geotextile of 100 CONTACT. " polypropylene meeting the physical properties below. PREPARATION OF THE SEED BED, All stakes shall be 2" X 2" hardwood 36" tall with 24" tall lath stapled INCLUDING APPLICATION OF LIME, to stakes over fabric as reinforcement. FERTILIZER AND SEED SHOULD BE °' •.. CONDUCTED AS NORMAL PRIOR TO All silt fence shall be prefabricated by the supplier. No field assembly a......b... 7, OF BLANKET. b o will be accepted. ROLL BLANKETS .......... OUT IN DIRECTION .......... OF WATER FLOW. \ FabricWeight ............................ ............................... - ° 5 ° � Grab Strength ........................... ............................... Warp 125 lbs. °' ° • ° IN HIGH VELOCITY CHANNEL APPLICATIONS, '�_ \ ° Elongation .....CHECK SLOTS SHOULD BE ESTABLISHED ......... ............................... Warp 5 ° O.O.O ° EVERY 35 - 40'. THE SLOTS SHOULD BE °., 6" WIDE BY 6' DEEP WITH THE BLANKET Trapezoidal Tear Strength ........ ............................... 50 lbs. \ � • ° ° ° °• ° ° °° ° . • ° ° ° ° ° . ° °, ° ° ° ° ° •° . ° ° ° ° . °• ° ° , ° ° ° ° ° ° • ° ° °- • • ° ` ° ` . ° . ° ° °° - • ° ` ° ° ° • ° . ° ° O °° ° • ° • ° ° . ° °° ° •° , O ° . ° - °° . ° ° °° ° . • O ° •° STAPLED IN THE BOTTOM OF THE SLOT, RAD 50' (MIN) THEN BACKFILLED AND SEEDED. Burst t Strength.. ................ ............................... ........ ZO O psi ° °°•° °° ° - O O • ° - O ° ° - O • O • O O . O ° > UV Resistance ........................... ............................... EROSION BLANKET INSTALLATION A. 0-S.. ".0 .0 ° ° • O - ° • O - O . O • O • O O ° O ° O ° ° O °. °• °. • °, °• ° °• ° °•o ° °. ° ° °. °• Slurry Flow Rate 225 ft o.. -70'.% °•O•o s ° • ° ° p . o ° ° . o ° O • p • O • ° O � - O � o a . • ° : u • • ° O o • O • O •O • o • O • C. O • o O • O ................................................. ° - °:° -° °. °•o,.•o, - -o, °• Sediment Retention........... °.o•o�o•o.o•o °- 6" (MIN) -O.° o•e•o •° Stakes @ 5' O.C. 12' (MIN) .;. 2 " -3" COARSE •= Silt Fence Material AGGREGATE Fence Post --� GEOTEXTILE FABRIC TO STABILIZE FOUNDATION (ESPECIALLY IMPORTANT WHERE WETNESS IS ANTICIPATED) ENTRANCE DETAIL Ground Surface I I I Fence Post Should Silt Fence Material Should be Buried 1' Below be Buried 6" Below Ground Ground Surface Surface. SILT FENCE DETAIL N TS DANDY BAG II Installation and Maintenance Guidelines Installation: Remove the grate from catch basin. If using optional oil absorbents; place absorbent pillow in unit. Stand the grate on end. Move the top lifting straps out of the way and place the grate into the Dandy Bag ® II so that the grate is below the top straps and above the lower straps. Holding the lifting devices, insert the grate into the inlet. Maintenance: Remove all accumulated sediment and debris from vicinity of unit after each storm event. After each storm event and at regular intervals, look into the Dandy Bag ® II. If the containment area is more than 1/3 full of sediment, the unit must be emptied. To empty unit, lift the unit out of the inlet using the lifting straps and remove the grate. If using optional oil absorbents; replace absorbent when near saturation. GRATE 00 00 00 OOOOOOOOOOOO 00 O O O� DANDY BAG °II T TVrP STRAPS HOLEY MOLEY SAYS ee 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. Temporary Seeding and Stabilization Dates Permanent Seeding Da Wheat or Rye 10/31/06 Oats DANDY BAG ®II Annual Ryegrass STANDARD FABRIC IS Late summer seeding dates may be extended 5 days AN ORANGE WOVEN if mulch is applied. MONOFILAMENT Increase seeding application by 50 %. DUMPING STRAP Non- Irrigated* ALLOWS FOR EASY ESTABLISHMENT OF VEGATATIVE GROUND COVER. REMOVAL OF CONTENTS Irrigated Dormant Kind of Seed Seeding ** HOLEY MOLEY SAYS ee 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. Temporary Seeding and Stabilization Dates Permanent Seeding Da * Not necessary where mulch is applied. Irrigation needed during this period. To control 10/31/06 erosion at times other than in the shaded areas, DRAWN BY: use mulch. * Late summer seeding dates may be extended 5 days SHEET TITLE: if mulch is applied. ** Increase seeding application by 50 %. NOTE: MULCHING REQUIRED WHEN ACTUAL CONDTIONS HAMPER THE Is+ ESTABLISHMENT OF VEGATATIVE GROUND COVER. FIGURE 5 -3 Temporary Seedings Kind of Seed 1000 Sq. Ft. Acre Remarks Wheat or Rye 3.5 lbs. 2 bu. Cover seed 1" to 1 1/2" deep Spring Oats - 2.3 lbs. 3 bu. Cover seed 1" deep Annual ryegrass 1 lb. 40 lbs. Cover seed 1 /4 "deep* * Not necessary where mulch is applied. Z� IA ZZ No. 10000075 STATE Or /A!D I AN P. /0NAL DATE: 10/31/0-6 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 ) 03 1!t � 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.: 10/31/06 1238.059 DRAWN BY: CHECKED BY: CU SHEET TITLE: o PREVENTION DETAILS & NOTES DRAWING FILES: N: \1238 \059 \DWGS \C803- 804.DWG SHEET NO.: C (0 4 Is+ r Q Z O Z z 0 w Z� IA ZZ No. 10000075 STATE Or /A!D I AN P. /0NAL DATE: 10/31/0-6 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 ) 03 1!t � 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.: 10/31/06 1238.059 DRAWN BY: CHECKED BY: CU SHEET TITLE: o PREVENTION DETAILS & NOTES DRAWING FILES: N: \1238 \059 \DWGS \C803- 804.DWG SHEET NO.: C (0 4 Is+ Q Z O Z �•ir ---I O w Q r -i DATE: PROJECT NO.: 10/31/06 1238.059 DRAWN BY: CHECKED BY: BET SHEET TITLE: STORMWATER POLLUTION PREVENTION DETAILS & NOTES DRAWING FILES: N: \1238 \059 \DWGS \C803- 804.DWG SHEET NO.: C (0 4 1" PVC ANTI - SIPHON 6.50" PIPE ADAPTER 25.00" 01 IEI REMOVABLE WATERTIGHT 022.0011 ACCESS PORT, 6" OPENING ?118.00" _T 9.00" 77" 16" °- 20.00" ---1 �--- " 1 -24.0011 14.18 --- - --� FRONT SIDE R12.00" R10.00" I\ DESIGNED TO FIT 48 " -60" DIAM. STRUCTURES RECOMMENDED SUMP DEPTH 2.5 TO 3X OUTLET PIPE I.D. 3" U.S. PATENT #6126817ADDITONAL PATENTS PENDING I �- 20.00" --� �---- 24.00" FRONT ,1 �---- 13.35" ---� SIDE 24.00" STRUCTURE WALL PLAN it Xr4-1 _r .v U.S. PATENT# 6126817 FOREIGN PATENTS PENDING TYPICAL INSTALLATION CONFIGURATION DETAIL • 4 V PVC ANTI- SIPHON PIPE ADAPTER REMOVABLE WATERTIGHT •d • ACCESS PORT, 6' -10' OPENIN ANTI- SIPHON DEVICE d SNOUT E3 OIL- DEBRIS �. HOOD •. OIL AND DEBRIS ❑ d OUTLET PIPE , OUNTING FLANGE d ' SEE NOTE' OUTLET PIPE (HIDDEN) , ,!, SOLIDS SETTLE ON d FRONT VIEW d BOTTOM • •. , SIDE VIEW SNOUT OIL - WATER - DEBRIS SEPARATOR •' d *NOTE- SUMP DEPTH OF 36 "J��LFOR < OR= 12' DIAM. OUTLET. FOR OUTLETS >OR= 15 ", DEPTH = 2.5 -3X DIAM. INSTALLATION DETAIL NOTES: 1. ALL HOODS AND TRAPS FOR CATCH BASINS AND WATER QUALITY STRUCTURES SHALL BE AS MANUFACTURED BY: BEST MANAGEMENT PRODUCTS, INC. 53 MT. ARCHER RD. DETAIL B LYME, CT 06371 W/ GASKET FOAM GAS (860) 434 -0277, (860) 434-3195 FAX PSA BASK T W1 TOLL FREE: (800) 504 -8008 OR (888) 354 -7585 (TRIM TO LENGTH) WEB SITE: www.bestmp.com OR PRE - APPROVED EQUAL ANCHOR W/ BOLT FLANGE 2. ALL HOODS SHALL BE CONSTRUCTED OF A GLASS REINFORCED RESIN COMPOSITE WITH • SEE DETAIL A) ISO GEL COAT EXTERIOR FINISH WITH A MINIMUM 0.125" LAMINATE THICKNESS. D INSTALLATION NOTE: 3. ALL HOODS SHALL BE EQUIPPED WITH A WATERTIGHT ACCESS PORT, A MOUNTING FLANGE, AND AN ANTI- SIPHON VENT AS DRAWN. (SEE CONFIGURATION DETAIL) POSITION HOOD SUCH THAT BOTTOM FLANGE IS A T 4. THE SIZE AND POSITION OF THE HOOD SHALL BE DETERMINED BY OUTLET PIPE SIZE AS 12 D D DISTANCE OF 1/2 OUTLET PIPE DIAMETER (MIN.) PER MANUFACTURER'S RECOMMENDATION. �- BELOW THE PIPE INVERT. 5. THE BOTTOM OF THE HOOD SHALL EXTEND DOWNWARD A DISTANCE EQUAL TO 112 THE COMPRESSED GASKET MINUMUM DISTANCE FOR PIPES < 12• I.D. IS 6'. OUTLET PIPE DIAMETER WITH A MINIMUM DISTANCE OF 6" FOR PIPES <12" I.D. BETWEEN HOOD v AND STRUCTURE DL 6. THE ANTI - SIPHON VENT SHALL EXTEND ABOVE HOOD BY MINIMUM OF 3' AND A MAXIMUM OF (SEE DETAIL B) ETAI 24" ACCORDING TO STRUCTURE CONFIGURATION. .: 7. THE SURFACE OF THE STRUCTURE WHERE THE HOOD IS MOUNTED SHALL BE FINISHED DRILLED "ANCHOR SMOOTH AND FREE OF LOOSE MATERIAL. HOLE AINLESS 8. THE HOOD SHALL BE SECURELY ATTACHED TO STRUCTURE WALL WITH 3/8' STAINLESS EXPANSION CONE BOLT STEEL BOLTS AND OIL - RESISTANT GASKET AS SUPPLIED BY MANUFACTURER. (SEE (NARROW END OUT) INSTALLATION DETAIL) 9. INSTALLATION INSTRUCTIONS SHALL BE FURNISHED WITH MANUFACTURER SUPPLIED INSTALLATION KIT. HOOD SPECIFICATION FOR INSTALLATION KIT SHALL INCLUDE: A. INSTALLATION INSTRUCTIONS CATCH BASINS AND B. PVC ANTI- SIPHON VENT PIPE AND ADAPTER WATER QUALITY STRUCTURES C. OIL - RESISTANT CRUSHED CELL FOAM GASKET WITH PSA BACKING D. 3/8" STAINLESS STEEL BOLTS E. ANCHOR SHIELDS DESCRIPTION DATE SCALE OIL- DEBRIS HOOD 09/08/00 NONE US Patent # 6126817 SPECIFICATION AND INSTALLATION DRAWING NUMBER (TYPICAL) S P -S N CONFIGURATION DETAIL 1' PVC ANTI- ciPHON FER ABLE 1 POR _ET PIPE (HIDDEN) FRONT VIEW SIDE VIEW SNOUT OIL - WATER - DEBRIS SEPARATOR INSPECTION REQUIREMENTS: 1. MANUFACTURER: ALL HOODS AND TRAPS FOR CATCH BASINS AND WATER QUALITY STRUCTURES SHALL BE PROVIDED BY BEST MANAGEMENT PRODUCTS, INC. 53 MT. ARCHER RD. LYME, CT 06371 TOLL FREE: (800) 504 -8008 OR (877) 434 -3197 WEB SITE: www.bmpinc.com 2. CONFIGURATION: ALL HOODS SHALL BE EQUIPPED WITH A WATERTIGHT ACCESS PORT, A MOUNTING FLANGE, AND AN ANTI - SIPHON VENT AS DRAWN. (SEE CONFIGURATION DETAIL) 3. PIPE COVERAGE: THE SIZE OF THE HOOD SHALL PERMIT THE O.D. OF THE OUTLET PIPE TO BE COVERED COMPLETELY. 4. HOOD POSITION: THE BOTTOM OF THE HOOD SHALL EXTEND DOWNWARD A MINIMUM DISTANCE EQUAL TO 1/2 THE OUTLET PIPE I.D. WITH A MINIMUM DISTANCE OF 6" FOR PIPES <12" I.D. GREATER INSERTION DEPTH IS PERMISSIBLE. 5. ANTI-SIPHON VENT: VENT WITH ELBOW AND FEMALE ADAPTER SHALL EXTEND ABOVE HOOD BY MINIMUM OF 3" AND A MAXIMUM OF 24" ACCORDING TO STRUCTURE CONFIGURATION. 6. MOUNTING SURFACE PREPARATION: THE SURFACE OF THE STRUCTURE WHERE THE HOOD IS MOUNTED SHALL BE FINISHED SMOOTH AND FREE OF LOOSE MATERIAL. 7. SNOUTISRUCTURE INTERFACE: THE HOOD SHALL BE SECURELY ATTACHED TO STRUCTURE WALL WITH 3/8' STAINLESS STEEL BOLTS. OIL - RESISTANT GASKET AS SUPPLIED BY MANUFACTURER MUST BE INSTALLED TO PROVIDE PROPER SEAL. (SEE DETAIL "B ") 8. ACCESSORIES: IF OIL BOOMS OR FLOW DEFLECTORS ARE SPECIFIED, THEY MUST BE INSTALLED AND PRESENT FOR INSPECTION. 9. INSTALLATION INSTRUCTIONS: INSTRUCTIONS SHALL BE FURNISHED UPON REQUEST OF INSPECTOR WITH MANUFACTURER SUPPLIED INSTALLATION KIT. INSTALLATION KIT SHALL INCLUDE: A. INSTALLATION INSTRUCTIONS B. PVC ANTI - SIPHON VENT PIPE, FEMALE ADAPTER WITH NUT, O -RING GASKETS C. OIL - RESISTANT CRUSHED CELL FOAM GASKET WITH PSA BACKING D. 3/8" STAINLESS STEEL BOLTS E. ANCHOR SHIELDS (SEE BELOW FOR MULTI -PART SNOUTS 36F, 48F, 54R, 96F AND SPLIT SNOUTS ONLY) F. STAINLESS NUTS AND BOLTS PLUS GASKET TO SECURE TOP AND BOTTOM OF SNOUT. US Patent # 6126817 CANADIAN Patent # 2285146 TYPICAL INSTALLATION •d ANTI - SIPHON DEVICE d • SNOUT ! OIL- DEBRIS 4• HOOD OUTLET •• ' PIPE GASKET MUST BE d SEE NOTE* �' VISIBLE BETWEEN SNOUTAND STRUCTURE WALL d *NOTE- SUMP DEPTH TO BE MIN. OF 2.5 TIMES THE OUTLET PIPE I.D. (E.G. 24" PIPE= 5' SUMP) 3' MIN FOR PIPES 12" I.D. OR LESS INSTALLATION DETAIL BOLTS TO BE POSITIONED UNIFORMLY AROUND PERIMETER OF SNOUT TO ENSURE OPTIMAL COMPRESSION OF GASKET DETAIL B FOAM GASKET W/ PSA BACKING (TRIM TO LENGTH) MOUNTING FLANGE • I P n D INSTALLATION NOTE: POSITION HOOD SUCH THAT T_ BOTTOM FLANGE IS A 1/2 D DISTANCE OF 1/2 OUTLET PIPE DIAMETER (MIN.) BELOW THE PIPE INVERT. GASKET MINUMUM DISTANCE FOR COMPRESSED PIPES < 12" I.D. IS 6 ". BETWEEN HOOD • AND STRUCTURE DETAIL A (SEE DETAIL B) DRILLED ANCHOR HOLE SHIELD STAINLESS BOLT EXPANSION CONE (NARROW END OUT) INSTALLATION REQUIREMENTS FOR SNOUT HOODS INSTALLED IN STORMWATER QUALITY IMPROVEMENT STRUCTURES DESCRIPTION DATE SCALE OIL- DEBRIS HOOD 04113/05 NONE INSTALLATION REQUIREMENTS DRAWING NUMBER (TYPICAL) I N RQ -S N DESIGN PARAMETER GUIDELINES FOR WATER QUALITY IMPROVEMENT a VARIES r Ws ANTI - SIPHON VENT STACK SIZED ACCORDING TO TOP OF STRUCTURE OR GRATE. 3" MIN. HEIGHT. .1 Dp OUTLET PIPE DIAMETER (I.D.) Ds 36.00" MIN. , 71 • . "SNOUT" OIL /DEBRIS STOP BY BMP, INC. INSTALLED PER MFG. SPECIFICATION BOTTOM OF HOOD 112 PIPE I.D. BELOW INVERT OF PIPE (6" MIN.) WIDTH OF STRUCTURE RULE # 1- AT AN ABSOLUTE MINIMUM, STRUCTURE INTERNAL DIMENSIONS MUST BE AT LEAST LARGE ENOUGH TO ACCOMODATE EXTERNAL DIMENSIONS OF THE SNOUT, AND ALLOW FOR A PERSON TO INSTALL IT. REFER TO BMP, INC. CAD DETAILS FOR PART DIMENSIONS. RULE #2- USE ONLY "F" SERIES SNOUTS FOR RECTANGULAR OR SQUARE STRUCTURES, AVAILABLE IN 12 ", 18 ", 24 ", 30',48", 72" AND 96" SIZES. USE ONLY "R" SERIES SNOUTS FOR ROUND STRUCTURES, AVAILABLE IN 12 ", 18 ", 24 ", 30 ", AND 54" SIZES. *SUMP DEPTH (Ds)- SUMP DEPTH SHOULD BE A MINIMUM OF 36" FOR ANY NEW CONSTRUCTION FOR PIPES 12" AND LESS. FOR 15 " -18" PIPE MIN. DEPTH SHOULD BE 48 ". OPTIMAL SIZING IS AT LEAST 2.5X TO 3X OUTLET PIPE DIAMETER (Dp) FOR MAXIMUM POLLUTANT REMOVAL EFFICIENCY AND MINIMAL CLEANOUT FREQUENCY. STRUCTURE DIMENSIONS- PLAN DIMENSIONS FOR A STRUCTURE SHOULD BE UP TO 7X AREA OF OUTLET PIPE FOR MAXIMUM POLLUTANT REMOVAL EFFICIENCY AND MINIMAL CLEANOUT FREQUENCY. (SEE "MAINTENANCE CONSIDERATIONS" DOCUMENT FOR MORE INFORMATION) IMPORTANT NOTICE: DO NOT CONFUSE PIPE O.D WITH PIPE I.D. A SNOUT FITS OVER A PIPE, NOT IN IT. THUS, SNOUT MUST BE SIZED TO FIT OVER PIPE OPENING IN STRUCTURE. SNOUTS ARE AVAILABLE FOR ROUND STRUCTURES TO ACCOMODATE PIPES OF 54" O.D. MAX. FOR PIPES 54" O.D. AND ABOVE, USE SQUARE OR RECTANGULAR STRUCTURES. SIZING EXAMPLES: OUTLET HOLE SIZE SNOUT SIZE 11.9" O.D. OR LESS 12 F or R (R FITS 36 "-48" DIAM STRUCTURE) 12.0 " - 17.9•• O.D. 18 F or R (R FITS 48 " -60" DIAM STRUCTURE) 18.0 " - 23.9" O.D. 24 F or R (R FITS 48 " -60" DIAM STRUCTURE) BMP, INC. 24.0" -29.9" O.D. 30 F or R (R 1111 " FITS 60 " -72" DIAM STRUCTURE) v 30.0 " - 35.9" O.D. 36F 53 MT. ARCHER ROAD, LYME, CT. 06371 30.0•'-47.9" O.D. 48 F (800) 504 -8008 FAX. (860)434 -3195 30.0" -53.9" O.D. 54R/72 (FITS 72" DIAM STRUCTURE ONLY) DESCRIPTION DATE SCALE 48.0"-71.9" O.D. 72F 09109/05 NONE 72" -95.9" O.D. 96 F SNOUT SIZING DRAWING NUMBER SP -SI RATE Z 4 4 L ' ANTI- SIPHON DEVICE d d d v ° "SNOUT" OIL & DEBRIS STOP d d • 4 ° OIL & FLOATABLE DEBRIS 4 N SURFACE CANNOT EXIT PIPE ° <==3 OUTFLOW - INFLOW •vd d A C . ° d a' d 4< . SUSPENDED SOLIDS SETTLE ON BOTTOM d d d• ,d j Q • d' v d Id d Q Ll SNOUT U.S.PATENT #6126817 ADDITIONAL PATENTS PENDING BLIP, INC. 53 MT. ARCHER ROAD, LYME, CT. 06371 (800) 504 -8008 FAX. • (860)434 -3195 DESCRIPTION DATE SCALE SNOUT INLINE 09/17/99 NONE INSTALLATION DRAWING NUMBER SC -IN 2.00" 18.0[ �- 20.00" --� �---- 24.00" FRONT ,1 �---- 13.35" ---� SIDE 24.00" STRUCTURE WALL PLAN it Xr4-1 _r .v U.S. PATENT# 6126817 FOREIGN PATENTS PENDING TYPICAL INSTALLATION CONFIGURATION DETAIL • 4 V PVC ANTI- SIPHON PIPE ADAPTER REMOVABLE WATERTIGHT •d • ACCESS PORT, 6' -10' OPENIN ANTI- SIPHON DEVICE d SNOUT E3 OIL- DEBRIS �. HOOD •. OIL AND DEBRIS ❑ d OUTLET PIPE , OUNTING FLANGE d ' SEE NOTE' OUTLET PIPE (HIDDEN) , ,!, SOLIDS SETTLE ON d FRONT VIEW d BOTTOM • •. , SIDE VIEW SNOUT OIL - WATER - DEBRIS SEPARATOR •' d *NOTE- SUMP DEPTH OF 36 "J��LFOR < OR= 12' DIAM. OUTLET. FOR OUTLETS >OR= 15 ", DEPTH = 2.5 -3X DIAM. INSTALLATION DETAIL NOTES: 1. ALL HOODS AND TRAPS FOR CATCH BASINS AND WATER QUALITY STRUCTURES SHALL BE AS MANUFACTURED BY: BEST MANAGEMENT PRODUCTS, INC. 53 MT. ARCHER RD. DETAIL B LYME, CT 06371 W/ GASKET FOAM GAS (860) 434 -0277, (860) 434-3195 FAX PSA BASK T W1 TOLL FREE: (800) 504 -8008 OR (888) 354 -7585 (TRIM TO LENGTH) WEB SITE: www.bestmp.com OR PRE - APPROVED EQUAL ANCHOR W/ BOLT FLANGE 2. ALL HOODS SHALL BE CONSTRUCTED OF A GLASS REINFORCED RESIN COMPOSITE WITH • SEE DETAIL A) ISO GEL COAT EXTERIOR FINISH WITH A MINIMUM 0.125" LAMINATE THICKNESS. D INSTALLATION NOTE: 3. ALL HOODS SHALL BE EQUIPPED WITH A WATERTIGHT ACCESS PORT, A MOUNTING FLANGE, AND AN ANTI- SIPHON VENT AS DRAWN. (SEE CONFIGURATION DETAIL) POSITION HOOD SUCH THAT BOTTOM FLANGE IS A T 4. THE SIZE AND POSITION OF THE HOOD SHALL BE DETERMINED BY OUTLET PIPE SIZE AS 12 D D DISTANCE OF 1/2 OUTLET PIPE DIAMETER (MIN.) PER MANUFACTURER'S RECOMMENDATION. �- BELOW THE PIPE INVERT. 5. THE BOTTOM OF THE HOOD SHALL EXTEND DOWNWARD A DISTANCE EQUAL TO 112 THE COMPRESSED GASKET MINUMUM DISTANCE FOR PIPES < 12• I.D. IS 6'. OUTLET PIPE DIAMETER WITH A MINIMUM DISTANCE OF 6" FOR PIPES <12" I.D. BETWEEN HOOD v AND STRUCTURE DL 6. THE ANTI - SIPHON VENT SHALL EXTEND ABOVE HOOD BY MINIMUM OF 3' AND A MAXIMUM OF (SEE DETAIL B) ETAI 24" ACCORDING TO STRUCTURE CONFIGURATION. .: 7. THE SURFACE OF THE STRUCTURE WHERE THE HOOD IS MOUNTED SHALL BE FINISHED DRILLED "ANCHOR SMOOTH AND FREE OF LOOSE MATERIAL. HOLE AINLESS 8. THE HOOD SHALL BE SECURELY ATTACHED TO STRUCTURE WALL WITH 3/8' STAINLESS EXPANSION CONE BOLT STEEL BOLTS AND OIL - RESISTANT GASKET AS SUPPLIED BY MANUFACTURER. (SEE (NARROW END OUT) INSTALLATION DETAIL) 9. INSTALLATION INSTRUCTIONS SHALL BE FURNISHED WITH MANUFACTURER SUPPLIED INSTALLATION KIT. HOOD SPECIFICATION FOR INSTALLATION KIT SHALL INCLUDE: A. INSTALLATION INSTRUCTIONS CATCH BASINS AND B. PVC ANTI- SIPHON VENT PIPE AND ADAPTER WATER QUALITY STRUCTURES C. OIL - RESISTANT CRUSHED CELL FOAM GASKET WITH PSA BACKING D. 3/8" STAINLESS STEEL BOLTS E. ANCHOR SHIELDS DESCRIPTION DATE SCALE OIL- DEBRIS HOOD 09/08/00 NONE US Patent # 6126817 SPECIFICATION AND INSTALLATION DRAWING NUMBER (TYPICAL) S P -S N CONFIGURATION DETAIL 1' PVC ANTI- ciPHON FER ABLE 1 POR _ET PIPE (HIDDEN) FRONT VIEW SIDE VIEW SNOUT OIL - WATER - DEBRIS SEPARATOR INSPECTION REQUIREMENTS: 1. MANUFACTURER: ALL HOODS AND TRAPS FOR CATCH BASINS AND WATER QUALITY STRUCTURES SHALL BE PROVIDED BY BEST MANAGEMENT PRODUCTS, INC. 53 MT. ARCHER RD. LYME, CT 06371 TOLL FREE: (800) 504 -8008 OR (877) 434 -3197 WEB SITE: www.bmpinc.com 2. CONFIGURATION: ALL HOODS SHALL BE EQUIPPED WITH A WATERTIGHT ACCESS PORT, A MOUNTING FLANGE, AND AN ANTI - SIPHON VENT AS DRAWN. (SEE CONFIGURATION DETAIL) 3. PIPE COVERAGE: THE SIZE OF THE HOOD SHALL PERMIT THE O.D. OF THE OUTLET PIPE TO BE COVERED COMPLETELY. 4. HOOD POSITION: THE BOTTOM OF THE HOOD SHALL EXTEND DOWNWARD A MINIMUM DISTANCE EQUAL TO 1/2 THE OUTLET PIPE I.D. WITH A MINIMUM DISTANCE OF 6" FOR PIPES <12" I.D. GREATER INSERTION DEPTH IS PERMISSIBLE. 5. ANTI-SIPHON VENT: VENT WITH ELBOW AND FEMALE ADAPTER SHALL EXTEND ABOVE HOOD BY MINIMUM OF 3" AND A MAXIMUM OF 24" ACCORDING TO STRUCTURE CONFIGURATION. 6. MOUNTING SURFACE PREPARATION: THE SURFACE OF THE STRUCTURE WHERE THE HOOD IS MOUNTED SHALL BE FINISHED SMOOTH AND FREE OF LOOSE MATERIAL. 7. SNOUTISRUCTURE INTERFACE: THE HOOD SHALL BE SECURELY ATTACHED TO STRUCTURE WALL WITH 3/8' STAINLESS STEEL BOLTS. OIL - RESISTANT GASKET AS SUPPLIED BY MANUFACTURER MUST BE INSTALLED TO PROVIDE PROPER SEAL. (SEE DETAIL "B ") 8. ACCESSORIES: IF OIL BOOMS OR FLOW DEFLECTORS ARE SPECIFIED, THEY MUST BE INSTALLED AND PRESENT FOR INSPECTION. 9. INSTALLATION INSTRUCTIONS: INSTRUCTIONS SHALL BE FURNISHED UPON REQUEST OF INSPECTOR WITH MANUFACTURER SUPPLIED INSTALLATION KIT. INSTALLATION KIT SHALL INCLUDE: A. INSTALLATION INSTRUCTIONS B. PVC ANTI - SIPHON VENT PIPE, FEMALE ADAPTER WITH NUT, O -RING GASKETS C. OIL - RESISTANT CRUSHED CELL FOAM GASKET WITH PSA BACKING D. 3/8" STAINLESS STEEL BOLTS E. ANCHOR SHIELDS (SEE BELOW FOR MULTI -PART SNOUTS 36F, 48F, 54R, 96F AND SPLIT SNOUTS ONLY) F. STAINLESS NUTS AND BOLTS PLUS GASKET TO SECURE TOP AND BOTTOM OF SNOUT. US Patent # 6126817 CANADIAN Patent # 2285146 TYPICAL INSTALLATION •d ANTI - SIPHON DEVICE d • SNOUT ! OIL- DEBRIS 4• HOOD OUTLET •• ' PIPE GASKET MUST BE d SEE NOTE* �' VISIBLE BETWEEN SNOUTAND STRUCTURE WALL d *NOTE- SUMP DEPTH TO BE MIN. OF 2.5 TIMES THE OUTLET PIPE I.D. (E.G. 24" PIPE= 5' SUMP) 3' MIN FOR PIPES 12" I.D. OR LESS INSTALLATION DETAIL BOLTS TO BE POSITIONED UNIFORMLY AROUND PERIMETER OF SNOUT TO ENSURE OPTIMAL COMPRESSION OF GASKET DETAIL B FOAM GASKET W/ PSA BACKING (TRIM TO LENGTH) MOUNTING FLANGE • I P n D INSTALLATION NOTE: POSITION HOOD SUCH THAT T_ BOTTOM FLANGE IS A 1/2 D DISTANCE OF 1/2 OUTLET PIPE DIAMETER (MIN.) BELOW THE PIPE INVERT. GASKET MINUMUM DISTANCE FOR COMPRESSED PIPES < 12" I.D. IS 6 ". BETWEEN HOOD • AND STRUCTURE DETAIL A (SEE DETAIL B) DRILLED ANCHOR HOLE SHIELD STAINLESS BOLT EXPANSION CONE (NARROW END OUT) INSTALLATION REQUIREMENTS FOR SNOUT HOODS INSTALLED IN STORMWATER QUALITY IMPROVEMENT STRUCTURES DESCRIPTION DATE SCALE OIL- DEBRIS HOOD 04113/05 NONE INSTALLATION REQUIREMENTS DRAWING NUMBER (TYPICAL) I N RQ -S N DESIGN PARAMETER GUIDELINES FOR WATER QUALITY IMPROVEMENT a VARIES r Ws ANTI - SIPHON VENT STACK SIZED ACCORDING TO TOP OF STRUCTURE OR GRATE. 3" MIN. HEIGHT. .1 Dp OUTLET PIPE DIAMETER (I.D.) Ds 36.00" MIN. , 71 • . "SNOUT" OIL /DEBRIS STOP BY BMP, INC. INSTALLED PER MFG. SPECIFICATION BOTTOM OF HOOD 112 PIPE I.D. BELOW INVERT OF PIPE (6" MIN.) WIDTH OF STRUCTURE RULE # 1- AT AN ABSOLUTE MINIMUM, STRUCTURE INTERNAL DIMENSIONS MUST BE AT LEAST LARGE ENOUGH TO ACCOMODATE EXTERNAL DIMENSIONS OF THE SNOUT, AND ALLOW FOR A PERSON TO INSTALL IT. REFER TO BMP, INC. CAD DETAILS FOR PART DIMENSIONS. RULE #2- USE ONLY "F" SERIES SNOUTS FOR RECTANGULAR OR SQUARE STRUCTURES, AVAILABLE IN 12 ", 18 ", 24 ", 30',48", 72" AND 96" SIZES. USE ONLY "R" SERIES SNOUTS FOR ROUND STRUCTURES, AVAILABLE IN 12 ", 18 ", 24 ", 30 ", AND 54" SIZES. *SUMP DEPTH (Ds)- SUMP DEPTH SHOULD BE A MINIMUM OF 36" FOR ANY NEW CONSTRUCTION FOR PIPES 12" AND LESS. FOR 15 " -18" PIPE MIN. DEPTH SHOULD BE 48 ". OPTIMAL SIZING IS AT LEAST 2.5X TO 3X OUTLET PIPE DIAMETER (Dp) FOR MAXIMUM POLLUTANT REMOVAL EFFICIENCY AND MINIMAL CLEANOUT FREQUENCY. STRUCTURE DIMENSIONS- PLAN DIMENSIONS FOR A STRUCTURE SHOULD BE UP TO 7X AREA OF OUTLET PIPE FOR MAXIMUM POLLUTANT REMOVAL EFFICIENCY AND MINIMAL CLEANOUT FREQUENCY. (SEE "MAINTENANCE CONSIDERATIONS" DOCUMENT FOR MORE INFORMATION) IMPORTANT NOTICE: DO NOT CONFUSE PIPE O.D WITH PIPE I.D. A SNOUT FITS OVER A PIPE, NOT IN IT. THUS, SNOUT MUST BE SIZED TO FIT OVER PIPE OPENING IN STRUCTURE. SNOUTS ARE AVAILABLE FOR ROUND STRUCTURES TO ACCOMODATE PIPES OF 54" O.D. MAX. FOR PIPES 54" O.D. AND ABOVE, USE SQUARE OR RECTANGULAR STRUCTURES. SIZING EXAMPLES: OUTLET HOLE SIZE SNOUT SIZE 11.9" O.D. OR LESS 12 F or R (R FITS 36 "-48" DIAM STRUCTURE) 12.0 " - 17.9•• O.D. 18 F or R (R FITS 48 " -60" DIAM STRUCTURE) 18.0 " - 23.9" O.D. 24 F or R (R FITS 48 " -60" DIAM STRUCTURE) BMP, INC. 24.0" -29.9" O.D. 30 F or R (R 1111 " FITS 60 " -72" DIAM STRUCTURE) v 30.0 " - 35.9" O.D. 36F 53 MT. ARCHER ROAD, LYME, CT. 06371 30.0•'-47.9" O.D. 48 F (800) 504 -8008 FAX. (860)434 -3195 30.0" -53.9" O.D. 54R/72 (FITS 72" DIAM STRUCTURE ONLY) DESCRIPTION DATE SCALE 48.0"-71.9" O.D. 72F 09109/05 NONE 72" -95.9" O.D. 96 F SNOUT SIZING DRAWING NUMBER SP -SI RATE Z 4 4 L ' ANTI- SIPHON DEVICE d d d v ° "SNOUT" OIL & DEBRIS STOP d d • 4 ° OIL & FLOATABLE DEBRIS 4 N SURFACE CANNOT EXIT PIPE ° <==3 OUTFLOW - INFLOW •vd d A C . ° d a' d 4< . SUSPENDED SOLIDS SETTLE ON BOTTOM d d d• ,d j Q • d' v d Id d Q Ll SNOUT U.S.PATENT #6126817 ADDITIONAL PATENTS PENDING BLIP, INC. 53 MT. ARCHER ROAD, LYME, CT. 06371 (800) 504 -8008 FAX. • (860)434 -3195 DESCRIPTION DATE SCALE SNOUT INLINE 09/17/99 NONE INSTALLATION DRAWING NUMBER SC -IN ��`\t\ \01111111111'1/////�/77'j \\ \\\\ 1 �oo i /////1/, Q` �G1STE RF . Qj. NO. 10000075 ciz- STATE OF % /0 ,JN AT `N 771/I1111111111111M DATE: 10/31/06 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. (2005] 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 �a Pon r---I U I-2 Lg U E-+ � � W 0 114 P_ Q Z O � Q � 0 e, V C!7 z _(D C/2 W ��`\t\ \01111111111'1/////�/77'j \\ \\\\ 1 �oo i /////1/, Q` �G1STE RF . Qj. NO. 10000075 ciz- STATE OF % /0 ,JN AT `N 771/I1111111111111M DATE: 10/31/06 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. (2005] 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 DAT DRA SHE Y DRA N: \1 SHEI O r---I U I-2 U E-+ � � W Q Z O � Q � 0 e, I T� E5 ct r..�.l w DAT DRA SHE Y DRA N: \1 SHEI r.r+n 1 n nvrrtn TYPICAL SANITARY SEWER SPECIFICATIONS Length for Minimum Time, ft 1. SCOPE OF WORK TO BE USED FOR PRIVATE SEWER DEVELOPMENT 2-0. Forty -eight (48) hours notice shall be given to the District prior to the A. Extent: The work required under this section WITHIN CLAY TOWNSHIP REGIONAL WASTE DISTRICT ;tart of sewer construction. Also, 48 hours notice shall be given prior to loing any testing done on the sewer. consists of all excavating, filling, rough grading 150 ft 1 200 ft and related items necessary to complete the work indicated on the drawings and described in the REVISED SEPTEMBER 1, 2006 1. Manhole castings shall be stamped SANITARY SEWER, Neenah Casting R specifications. The Contractor shall notify in 450 ft 642A or equal and be self - sealing type. The casting flange shall be 34 oches and the clear opening shall be 24 inches. Waterproof castings shall writing the owners and the Engineer of any changes, 1. Standard specifications 327 IAC 3 shall apply for all work and materials. ie Neenah R- 1916 -F1 and stamped SANITARY SEWER. errors, or omissions found on the plans or in Inspection service shall be provided by Clay Regional Waste District. 3:46 the field, before work is started or resumed. The following specifications and construction plan details denote requirements 2. The minimum slope for sewer acceptance is. 3:46 for materials and installation methods per 327 IAC 3. 6 1. In general, the items of work to be 2. Sanitary sewer pipe shall be PVC in accordance with ASTM D -3034 Size of Pipe Minimum Constructed Slope performed under this section shall include: (S.D.R. 35) and ASTM 2321. PVC pipe shall have a grooved bell and 8 -inch 0.40% clearing and grubbing, removal of trees and gasket. The pipe shall be made of PVC plastic having a cell classification 10 -inch 0.28% stumps (where required), protection of trees of 124546. 12 -inch 0.22% to remain, stripping and storage of topsoil, 298 15 -inch 0.15% fill compaction and rough grading of entire 3. PVC sewer fittings shall conform to the requirements of ASTM 18 -inch 0.12% site. D- 3034 -89 specification. Fittings in sizes through 8" shall be molded in 8:52 2. one piece with elastomeric joints and minimum socket depths as specified 23. The Contractor shall provide measurements of the slope of the sewer Excavated material that is suitable may be in sections 6.2 and 7.3.2. Fittings 10" and larger shall be molded or for each manhole section as construction progresses. Such measurements used for fills. All unsuitable material and fabricated in accordance with section 7.11 with manufacturers standard pipe shall be certified by a Registered Land Surveyor or Engineer and be all surplus excavated material not required bells and gaskets. Wall thickness of fittings shall be SDR 26 as defined in available on -site for observation by the District's Inspector. No more than shall be removed from the site. The location of dump and length of haul shall be section 7.4.1 of specifications. Gaskets for elastomeric joints shall be molded with a minimum cross- sectional area of 0.20 square inches three manhole sections can be constructed in advance of such measurements. the Contractor's responsibility. and conform to ASTM F -477 specification. Fittings shall be manufotured by 3.418 L 11:20 Harco or equal. 24. In the event the Contractor does not meet the minimum slopes, the 3. Provide and place any additional fill 17:05 sewer section and any other affected sewer sections shall be reconstructed material from off the site as may be 4. All sanitary manholes shall be "precast concrete" manholes in to meet such minimum slopes. necessary to produce the grades required. Fill obtained from off site shall be of kind accordance with ASTM C -478 and Section 720. 0 -rings shall conform to C -443. Kent Seal or equivalent shall also be applied to all joints and 25. Laterals are to be traced with a minimum size of 14 gauge wire from and quality as specified for fills herein and the source approved by the Owner. between riser rings and castings. Manhole step spacing shall be no more than 16- inches. Manholes shall be air tested for leakage in accordance the wye to the terminus. The contractor for the building or home will extend the wire from this terminus to the building cleanout adjacent to the 4. The Contractor shall accept the site as he with ASTM C1244 -93, Standard Test Method for Concrete Sewer Manholes by the Negative Air Pressure (Vacuum) Test. building. finds it and shall remove all trash, rubbish 40:04 18 and debris from the site prior to starting excavation. A. Installation and operation of vacuum equipment and indicating devices STORM SEWER SYSTEMS 17:00 must be in accordance with manufacturers recommendations and 25:38 B. Work not included: The following items of performance specifications which have been provided by the manufacturer and accepted by the Engineer. The vacuum equipment must be capable of 1. SCOPE OF WORK related work are specified and included in other sections of these specifications: testing the entire manhole, including the casting and riser rings. The work under this section includes all storm wer, sewers, 19:50 B. With the vacuum tester set in place: storm water inlets, and related items, including 1. Excavation, grading and backfilling for 26:10 excavating and backfilling, necessary to complete the utility lines 1. Connect the vacuum pump to the outlet port with the valve open. work shown on the drawings. 2. Storm drainage systems 2. Draw a vacuum of ten (10) inches of Hg. and close the valve. 2. MATERIALS 3. Sanitary sewer systems C. Accepted standards for leakage will be established from the elapsed A. Storm Sewers 4. Streets and paving time for a negative pressure change from ten (10) inches to nine (9) inches of mercury. The maximum allowable leakage rate for a four (4) 1. Reinforced concrete sewer pipe shall confirm 5. Water supply system foot diameter manhole must be in accordance with the following: to ASTM C -76 latest revision, with joints conforming to ASTM C -443 latest revision. 2. BENCH MARKS Minimum Elapsed Time for a When storm pipe is submerged 25:30 Manhole Depth Pressure Change of 1 Inch Hg B. Manholes Maintain carefully all bench marks, monuments and other 10 feet or less 60 seconds 57:41 reference points; if disturbed or destroyed, contractor >10 feet but <15 feet 75 seconds 1. Precast reinforced concrete manhole sections shall contact engineer. >15 feet but <25 feet 90 seconds and steps shall conform to ASTM C -478 latest 3. REMOVAL OF TREES For manholes five (5) feet in diameter, add on additional fifteen (15) revision. A. Remove all trees and stumps from area to be seconds and for manholes six (6) feet in diameter, add an additional thin Y (30) seconds to the time requirements for four (4) foot diameter 2. Costing hall be of uniform g quality, free from blow holes, porosity, hard spots, occupied by road and surfaced areas. Removal of trees outside these areas shall only be done as manholes. For all manholes deeper than twenty -five (25) feet, the Engineer shrinkage distortion or other defects. They shall be smooth and well cleaned by shot noted on drawings or approved by the Owner. will determine the applicable minimum elapsed time. - blasting or by some other approved method. B. All brush, stumps, wood and other refuse from the D. If the manhole fails the test, necessary repairs must be made and They shall be coated with asphalt paint which shall result in a smooth coating, trees shall be buried onsite or removed to disposal areas the vacuum test and repairs must be repeated until the manhole tough and tenacious when cold, not tacky or off of the site. Disposal by burning shall not passes the test. brittle. They shall be gray iron meeting be permitted unless proper permits are obtained (where applicable The location of site bury E. If manhole joint sealants are pulled out during the vacuum test, the ASTM A -48 latest revision. pits shall be desi gnated by the owner or the manhole must be disassembled and the joint sealants seas replaced. 3. Joints - Manhole sections shall be jointed Engineer. F. Manholes will be subject to visual inspection with all visual leaks being with rubber type gaskets. The rubber type gaskets shall meet ASTM C -443 latest 4. PROTECTION OF TREES repaired. revision. When manhole and storm pipe are A. General Protection: The Contractor shall be 5. Butyl rubber coating shall be applied around each manhole joint from continuously in water. responsible for the p protection of tops, trunks and roots of existing trees on the project site 6- inches above to 6- inches below each joint. The appropriate primer shall be applied prior to applying the rubber coating. Inside joints to be filled C. SUBDRAINS that are to remain. Existing trees subject to with precoat plug material. 1. Perforated plastic pipe subdrains shall construction damage shall be boxed, fenced or otherwise protected before any work is started; 6. The manhole chimneys, including all riser rings shall be sealed using " conform to ASTM F -405. do not stockpile within branch spread. Remove interfering branches without injury to trunks and Infi - Shield Uniband" or approved equal. Prior to placement, the top 4- inches of the manhole cone and casting frame shall be cleaned and 3. APPLICATION cover scars with tree paint. primed. The Uniband shall extend from 3- inches below the top of the cone section to 2- inches over the flange of the manhole casting frame. A. Permits and Codes -The intent of this section of the specifications is that the contractor's bid on 5. HANDLING OF TOPSOIL 7. The casting elevations are set by plan. However, the castings are to be the work covered herein shall be based upon the drawings and specifications but that the work A. Remove all organic material from the areas to be occupied by buildings, adjusted in the field by the Engineer's representative, should a discrepancy occur between plan grade and existing grade. New manhole ring and shall comply with all applicable codes and roads, walks and parking areas. Pile and store topsoil at a location cover shall be installed to establish grade. Maximum height of adjusting rings regulations as amended by any waivers. Contractor shall furnish all bonds necessary to get permits where it will not interfere with construction shall be 12- inches. for cuts and connections to existing sewers. operations. Topsoil shall be reasonably free from subsoil, debris, weeds, grass, stones, ect. 8. Backfill around all structures and all cuts under paved areas with granular material. Trenches opening within 5 -feet of paved roadways shall B. Local Standards - the term "Local Standards" as herein B. After completion of site grading and subsurface be backfilled with granular material in accordance with Section 211. Backfill used means the standards of design and construction of the respective municipal utility installation, top soil shall be replaced in under sidewalks shall be granular, unless the walks are constructed a minimum of 6 months after backfill has been in place. department or utility company. P y p y. areas designated on the erosion control plan for seeding and /or sodding. Any remaining top 9. The Contractor shall be responsible for verifying that all state highways, C. Existing Improvements - Maintain in operating soil shall be used for finished grading around city, and county permits have been obtained by the developer prior to start condition all active utilities, sewers and other structures and landscaping areas. P 9 of construction. drains encountered in the sewer installation. Repair to the satisfaction of the owner any damage 6. DISPOSITION OF UTILITIES: 10. The Contractor shall be required to furnish the developer's Engineer to existing active improvements. A. Rules and regulations governing the respective with a set of prints, marked in red pencil, showing actual sewer location and invert, to include lateral location, depth and length. Such "as built" D. Workmanship - To conform to all local, state and national codes and to be approved by all local and utilities shall be observed in executing all work under this section. prints must be received by the Engineer before the final contract payment can be authorized. The sanitary sewer laterals and stubs termination shall state agencies having jurisdiction. be indicated on the surface with a metal fence post set immediately above B. If active utilities are encountered but not shown the said termination point. E. Trenching - Lay all pipe in open trenches, except when the local authority gives written permission on the drawings, the Engineer shall be advised before work is continued. 11. All sanitary sewer lines upon completion will be required to pass a low for tunneling. Open the trench sufficient ahead pressure air test. Said test shall be conducted according to ASTM of pipeloying to reveal any obstructions. The C. Inactive and abandoned utilities encountered in 1417 -92, and shall be witnessed by on Engineer and a representative of the District. The testing shall be in accordance with Table 1. Add 0.5 width of the trench shall be the inside pipe diameter plus 24 inches for 12 inches above the excavating and grading operations shall be reported to the Engineer. They shall be removed, psig for each foot of water above the sewer line being tested. pipe. Sheet and brace trench as necessary to protect workmen and adjacent structures. All plugged or capped as directed by the Utility Company and the Engineer. 12. Deflection tests shall be performed on all flexible* pipe after the final trenching to comply with Occupational Safety and backfill has been in place at least 30 days. No pipe shall exceed a vertical deflection *The Health Administration Standards. Keep trenches free from water while construction is In D. It shall be the responsibility of each contractor of deflection test results. ( following are considered progress. Under no circumstances lay pipe or appurtenances to verify all existing utilties and conditions pertaining to his phase of the work. It shall non - flexible pipes: concrete pipe, ductile iron pipe, and cast iron pipe). pipes: The deflection test shall be performed with a nine -point mandrel. Proving in standing water. Conduct the discharge from trench dewotering to drains or natural drainage also be the contractors responsibility to contact rings shall be available. Deflection test shall be performed with a nine -point channels. the owners of the various utilities before work mandrel. Proving rings shall be available. is started. 13. All mandrel testing shall be observed by a professional engineer F. Special Supports - Whenever in the opinion of the 7. SITE GRADING: representative for certification and a representative of the District. Engineer the soil at or below the pipe grade is unsuitable for supporting sewers and appurtenances A. Grades: Contractor shall perform all cutting, filling, compacting of fills and rough or The ends of laterals are to be plugged tight with a braced plastic disc or cap capable of withstanding a low pressure air test without leakage. specified in this section, such special support in addition to those shown or specified, shall Abe grading required to bring entire project area to grade as provided as the Engineer may direct, and the contract will be adjusted. shown on the drawings. 15. Bedding for flexible pipe shall be No. 8 crushed stone from 6- inches B. Rough Grading: the tolerance for paved areas below the pipe to 12- inches above the pipe. Bedding for rigid pipe shall be No. 8 crushed stone from 6- inches below the pipe to the spring line of G. Backfilling - Bedding, haunching, and initial backfill for all RCP installations shall be B- Borrow shall not exceed 0.04 feet plus or minus above the pipe and from this point to 12- inches above. Manholes shall be placed for structure backfill meeting the material the established subgrade. All other areas shall on no less than 6- inches of No. 8 crushed stone bedding. requirements of the INDOT. Bedding shall be placed not exceed 0.10 feet plus or minus the established grade. All banks and other breaks in 16. Water and sewer line crossings and separations shall be in accordance in the trench bottom such that after the pipe is installed to grade and line, there remains a 4 -inch grade shall be rounded at top and bottom. with 3271AC 3 -6 -9. minimum depth of materiel below the pipe barrel C. Compaction Requirements: Sec. 9. (a) Sanitary sewers shall not be located within ten (10) feet of any existing or proposed water mains, when measured horizontally from and a minimum of 3 -inch below the bell. For pipe sizes 66- inches and larger, the minimum depth of 1. the outside edge of the sanitary sewer to the outside edge of any material below the pipe barrel shall be 6- inches. All building pad areas (engineered fill areas) existing and proposed water mains, unless the sanitary sewers and water Bedding, haunching and initial backfill shall be shall be compacted to standards specified main comply with the following: compacted in 6 -inch maximum lifts to not less by local and /or state building codes. (1) The sanitary sewer and water main must cross with the sanitary than 95% Standard Proctor Density for the entire All fill areas (pad or engineered) shall be compacted to at least 95 percent of the sewer and water main separated by a minimum of eighteen (18) inches depth of the material placed. The backfill shall be brought up evenly on both sides of the pipe for the maximum dry density (ASTM D- 1557). measured vertically from the outside edge of the sanitary sewer to the outside edge of the water main. full length of the pipe. Haunching shall extend to fill should exhibit a maximum dry density of at least 105 pcf, and have a liquid (2) The crossing specified in subdivision (1) must be at a minimum the springline of the pipe. The limit of initial backfill shall be 6- inches above the springline. limit less than 50 and plasticity index of angle of forty -five (45) degrees measured from the center lines of the Minimum trench width shall be the outside diameter less than 25. sandy fill must have less sanitary sewer and water main. of the pipe plus 18- inches. Final backfill for all than 15% fines passing a ##200 sieve. (3) The conditions specified in subdivisions (1) and (2) must be RCP installations under and within 5 -feet of 2. For compaction requirements of paved areas, maintained for a minimum distance of ten (10) feet from either side of the sanitary sewer as measured from the outside edge of the sanitary pavement shall be B- Borrow for structure backfill meeting the material requirements of the indot and see street specifications. sewer to the outside edge of the water main. shall be compacted in 6 -inch maximum lifts to not 8. Earth Work Balance (b) A shorter separation distance than that specified in subsection (a) is less than 95% Standard Proctor Density for the The Contractor shall confirm all earthwork quantities allowed if the following is conducted within the separation distances specified in subsection (a): entire depth of the material placed, The backfill for the top 6- inches of the excavation below the start prior to start of construction. If an excess or shortage of earth is encountered, the Contractor shall The of the aggregate subbase of the pavement shall be No. 53 stone meeting the material requirements confirm with the Owner and Engineer the requirements for stockpiling, removal or importing of earth. (1) sanitary sewers meet all water main pressure testing requirements as described in 327 IAC 8- 3.2- 17(a). of the INDOT and shall be compacted to not less than 95% Minor adjustments to the grades may be required to (2) The sanitary sewer shall be constructed of materials in conformance with one (1) of the following: Standard Proctor Density. Final backfill for all RCP installations greater than 5 -feet of pavement be earthwork balances when minor excess material or shortages are encountered. It is recognized by the (A) 327 IAC 8- 3.2 -8. shall clean fill material free of rocks larger than 4- inches in diameter, frozen lumps of soil, wood or parties hereto that the calculations of the Engineer in determining earthwork quantities shall be ac- (B) Section 8(o)(1) of this rule. (C) ASTM D2241 -96b, Standard Specification for Poly Vinyl Chloride other extraneous material, compacted in 12 -inch maximum lifts to not less than 90% Standard complished in accordance with the American Society of (PVC) Pressure -Rated Pipe, and having a SDR (standard dimension Proctor Density for the entire depth of the Civil Engineers Standards for such calculations. ration) of 21. excavation. Further, that these calculations are subject to the interpretations of soil borings as the physical limits (3)The sanitary sewers and water mains ore no in contact. (4)Any sanitary sewer joints are compression type joints that are H. Manhole Inverts - Construct manhole flow channels of the various soil types, also the allowable variation in finish grade and compaction permitted the contractor, placed equidistantly from the water main. (5) The sanitary sewer and water main are laid on separate trench of concrete sewer pipe or brick, smoothly finished and of semi - circular section conforming to the inside and that all of these parameters may cause either an shelves. diameter of the connecting sewers. Make excess or shortage of actual earthwork materials to (c) No sanitary sewer manhole shall be within eight (8) feet of a changes in size or grade gradually and changes in direction by true curves. Provide such channels shortage of materials occurs, the contractor shall water main as measured from the outside edge of the sanitary sewer manhole to the outside edge of the water main. for all connecting sewers at each manhole. contact the engineer to determine if adjustment can be made to correct the imbalance of earth. I. Subdrains - All subdrains shall be of the size complete the project. If such an actual minor excess or 17. Trench shall be opened sufficiently ahead of pipe laying to reveal obstruction, and shall be properly protected and /or barricaded when left shown on the plans and shall be constructed to the grades shown. All drains constructed off -site as unattended. part of the outlet drain will be located as shown. 18. No water shall be permitted to flow into the sanitary sewer system J. Utilities - It shall be the responsibility of each during construction. Contractor shall utilize a pump to keep the water contractor to verify all existing utilities and level below the pipe. Pump discharge shall be directed to a storm outlet conditions pertaining to his phase of the work. in accordance with state and federal laws and regulations (327 -IAC It shall also be the contractors responsibility to 3- 6 -20). Any pipe entering existing sewers shall be plugged with screw contact the owners of the various utilities before type mechanical, braced plug until such time as all tests on the sewers work is started. The contractor shall notify in have been completed and the lines have passed all punch lists. writing the owners or the engineer of any changes, errors or omissions found on these plans or in the 19. All sewer laterals installed by the mainline Contractor shall be bedded field before work is started or resumed. the some as the main line sewer. K. Contractor to grout joints inside storm structures where pipes enter or exit and between structure and casting. STREETS 1. SCOPE OF WORK The work required under this section includes all concrete and bituminous paving and related items necessary to complete the work indicated on drawings and described in the specifications, including but not limited to: All streets, parking areas in contract limits Curbs and gutters Sidewalks and concrete slabs, exterior steps 2. MATERIALS A. Concrete - Concrete shall be ready -mixed concrete and shall be a mix of proportioned fine and coarse aggregates with Portland cement and water. Minimum cement content shall be 6 bags per cubic yard of concrete and maximum water content shall be 5.5 U.S. gallons per sack of cement, including moisture in the aggregate. Slump for normal weight concrete shall be a maximum of 4 inches and a minimum of 2 inches. the slump of machine placed concrete shall be no less than 1 -1/4 inches nor more than 3 inches. Standard test ASTM C -143 shall be used to measure slump. Compressive strength of concrete at 28 days shall be 4000 psi. All exterior concrete shall have air entrainment of 5% to 8% by volume per ASTM C -260. Retempering of delivered concrete will not be allowed. Concrete shall be composed of: 1. Portland cement - Conforming to ASTM C -150, Type IA or Type IIIA. 2. Aggregates: Conforming to ASTM C -33 3. Water - Shall be clear and free from injurious amounts of oils, acids, alkalies, organic materials or other deleterious substances. B. Welded Steel Wire Fabric - Where required for concrete reinforcement shall conform to ASTM A185. C. Premoulded Joint Filler - Shall be of non - extruding type meeting ASTM D -544 except that premoulded joint filler used in concrete walk construction may be either non - extruding or resilient. D. Bituminous Pavement Materials - All materials proposed for the construction of bituminous pavements shall comply with the Indiana Department of Transportation specifications, per latest revision. E. Compacted Aggregate Subbase: Shall be crushed stone or gravel. Crushed gravel shall be a minimum of 35% crushed material. Chert shall be limited to a maximum of 8% of the total. Material shall be free from an excess of flat, elongated, thinly laminated, soft or disintegrated pieces; and shall be free from fragments coated with dirt. Compacted aggregate shall be graded as follows: SIEVE SIZE % PASSING 1 -1/2" 100 1" 80 -100 3/4 70 -90 1/2" 55 -80 #4 35-60 #8 25 -50 #30 12 -30 #200 5 -10 3. APPLICATION A. Grading - Do any necessary grading in addition to that performed in accordance with Earthwork Section, to bring subgrades, after final compaction, to the required grades and sections for site improvement. B. Preparation of Subgrade - Remove spongy and otherwise unsuitable material and replace with stable material. No traffic will be allowed on prepared subgrade prior to paving. C. Compaction of Subgrade - The first 6 inches below the subgrade shall be compacted to at least 100% of the maximum dry density as determined by the provisions of AASHO T -99. Water shall be prevented from standing on the compacted subgrade. D. Utility Structures - Check for correct elevation of all manhole covers, valve boxes and similar structures located within areas to be paved, and make, or have made, any necessary adjustments in such structures. E. Placing Concrete 1. Subgrade - Place concrete only on a moist, compacted subgrade or base free from loose material. Place no concrete on a muddy or frozen subgrade. 2. Forms - All forms shall be free from warp, tight enough to prevent leakage and substantial enough to maintain their shape and position without springing or settling, when concrete is placed. Forms shall be clean and smooth immediately before concreting. 3. Placing Concrete - Concrete shall be deposited so as to require as little rehandling as practicable. When concrete is to be placed at an atmospheric temperature of 35 degrees F. or less, paragraph 702.10 of the Indiana Department of Transportation Specifications latest revision shall be followed. F. Concrete Curb 1. Expansion Joints - Shall be 1/2 inch thick premoulded between storm structures & curb. 2. Contraction /Control Joints - Unless otherwise provided, contraction joints shall be sawed or scored joints spaced 10 feet on center, except for intersection radii where joints shall be placed 5' o.c. 3. Finish - Tamp and screed concrete as soon as placed, and fill any honey combed places. Finish square corners to 1/4" radius and other corners to radii shown. G. Concrete Walks and Exterior Steps 1. Slopes - Provide 1/4 inch per foot cross slope. Make adjustments in slopes at walk intersections as necessary to provide proper drainage. 2. Dimensions - Walks and steps shall be one course construction and of widths and details shown on the drawings. 3. Finish - Screed concrete and trowel with a steel trowel to a hard dense surface after surface water has disappeared. Apply medium broom finish and scribe control joints at 5 foot spacing. Provide 1/2" expansion joints where sidewalks intersect, and at a maximum spacing of 48 feet between expansion joints. H. Curing Concrete - Except as otherwise specified, cure all concrete by one of the methods described in Section 501.17 of the Indiana Department of Transportation Specifications, latest revision. 1. Bituminous Pavement - Hot asphalt concrete pavement shall be as specified in Section 403 and must comply with Section 401.05 of the Indiana Department of Transportation Specifications latest revisions. Paving will not be permitted during unfavorable weather or when the temperature is 40 degrees F. and falling. J. Compacted Aggregate Subbase - the thickness shown on the drawings is the minimum thickness of the fully compacted subbase. Compaction shall be accomplished by rolling with a smooth wheeled roller weighing 8 to 10 tons. Compact to 90% compaction using Standard Testing Procedures. Along curbs, headers and walls and at all placed not accessible to the roller, the aggregate material shall be tamped with mechanical tampers or with approved hand tampers. TABLE 1 MINIMUM SPECIFIED TIME REQUIRED FOR A 1.0 psig DROP FOR SIZE AND LENGTH OF PIPE INDICATED Pipe Diameter In. Minimum Time, min: s Length for Minimum Time, ft Time for Longer Length, S Specification Time for Length (L) Shown, min: s Z or 92 �011 O 100 ft 150 ft 1 200 ft 250 ft 300 ft 350 ft 400 ft 450 ft 4 3:46 597 0.380 L 3:46 3:46 3:46 3:46 3:46 3:46 3:46 3:46 6 5:40 398 0.854 L 5:40 5:40 5:40 5:40 5:40 5:40 5:42 6:24 8 7:34 298 1.520 L 7:34 7:34 7:34 7:34 7:36 8:52 10:08 11:24 10 9:26 239 2.374 L 9:26 9:26 9:26 9:53 11:52 13:51 15:49 17:48 12 11:20 199 3.418 L 11:20 11:20 11:24 14:15 17:05 19:56 22:47 25:38 15 14:10 159 5.342 L 14:10 14:10 17:48 22:15 26:42 31:09 35:36 40:04 18 17:00 133 7.692 L 17:00 19:13 25:38 32:03 38:27 44:52 51:16 57:41 21 19:50 114 10.470 L 19:50 26:10 34:54 43:37 52:21 61:00 69:48 78:31 24 22:40 99 13.674 L 22:47 34:11 45:34 56:58 68:22 79:46 91:10 102 :33 27 25:30 88 17.306 L 28:51 43:16 57:41 72:07 86:32 100:57 115:22 129:48 30 28:20 80 21.366 L 35:37 53:25 71:13 89:02 1 106:50 1 124:38 142:26 160:15 L 33 31:10 72 25.852 L 43:05 64:38 86:10 107:43 129:16 150:43 1 72: 21 193:53 36 34:00 66 30.768 L 51.17 76:55 102:34 128:12 153:50 179:29 1 205:07 230:46 \\\ \\\ \ \ \ \ \\ \\ 1 \\ 111 i I i i I 1 I I I I 1! 1I / // I��N T B�/'�''� %, i i OAP �G�STERF - _ / N o. r 10000075 STATE OF i /�� / NDIANP. / /11111►! 111 I I I 1 1111 \ \ \\ 03 / ,:t . ,va'I ... 1 /3�� L DATE: 10/31/06 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) , V001 ti = I- __ 9�_ ` Z_ 1 __ y ^-4 llk� -4 �� `-4 - _,.,�,/ A 2 I a k h I E %. 0 Z) , 2 %; waul, -1N, aw r 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-1.) 10/31/06 1238.059 a Z or 92 �011 O SPECIFICATIONS r 1 U i 11 f=) SHEET NO.: U wig I W E-4 V) W i � W '', d C.141-4 IL C�gg E < [ME O z = 0 Q Sn w \\\ \\\ \ \ \ \ \\ \\ 1 \\ 111 i I i i I 1 I I I I 1! 1I / // I��N T B�/'�''� %, i i OAP �G�STERF - _ / N o. r 10000075 STATE OF i /�� / NDIANP. / /11111►! 111 I I I 1 1111 \ \ \\ 03 / ,:t . ,va'I ... 1 /3�� L DATE: 10/31/06 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) , V001 ti = I- __ 9�_ ` Z_ 1 __ y ^-4 llk� -4 �� `-4 - _,.,�,/ A 2 I a k h I E %. 0 Z) , 2 %; waul, -1N, aw r 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-1.) 10/31/06 1238.059 DRAWN BY: Z � O SPECIFICATIONS r 1 U i 11 f=) SHEET NO.: U I E-4 V) W i � W '', d Q Zr, � Q O 1=5 Q � U U U ctS r--i C I3 �J w W M DATE: PROJECT NO.: 10/31/06 1238.059 DRAWN BY: CHECKED BY. BET SHEET TITLE: SPECIFICATIONS DRAWING FILES: N: \1238 \059 \D'NGS \C901.DWG SHEET NO.: - (C 9(an 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 small be removed from within the slope stake limits and the resulting void shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications. 2. Any pronounced depressions within the slope stake limits resulting after excavation operations shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications iii) Embankments 1. Embankments shall be constructed in accordance with Section 203 of the Standard Specifications 2. All spongy and yielding material that does not readily compact shall be removed from within the slope stake limits prior to embankment operations. 3. Any pronounced depressions within the slope stake limits resulting after clearing, grubbing, scalping and topsoil removal shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications prior to embankment operations. 4. Prior to the construction of any embankment the original ground surface within the limits of the slope stakes shall be leveled and the upper 6- inches shall be compacted in accordance with Section 203 of the Standard Specifications. 5. Embankments shall be shaped to be well drained and shall be protect to prevent erosion. 6.Loose depth of each embankment lift, final compacted depth, compaction method and compaction requirements shall be in accordance with Section 203 of the Standard Specifications. City of Carmel Right of Way Paving Policy November 2, 2005 (continued) C) Soil Subgrades 0 Subgrades shall be prepared only after the installation of all utilities and subsurface drains indication on the approved construction documents to be located under the pavement are completed. Trench backfilling work of these installations shall be accordance with the City of Carmel Trench Backfilling Specifications. ii) The subgrade shall be shaped to the required grade and sections, free from all ruts, corrugations, or other irregularities. iii) The subgrade shall be uniformly prepared, compacted and approved in accordance with Sections, 207.02, 207.03 and 207.04 of the Standard Specifications. iv) Subgrades shall be inspected and approved by the Engineer before any aggregate base or hot mix asphalt paving operation are constructed. A proofroll shall be conducted in accordance with Section 203.26 of the Standard Specifications. Unacceptable areas shall be corrected to the . satisfaction of the Engineer before any aggregate base or hot mix asphalt paving operations commence. v) At the discretion of the Engineer, Subgrade that has satisfactorily passed a proofroll, but remains uncovered for a period of 14 calendar days prior to placing stone or is subject to a measurable rain event prior to placing stone, shall be subject to additional proof rolls prior to placement of Aggregate BC -3e. 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. 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. ' 6 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) iv) Equipment for HMA operations, including but not limited to production, hauling /transportation, laydown, compaction and miscellaneous /ancillary activity shall be in accordance with Section 409 of the Standard Specifications. v) Installation of the full pavement section indicated on the approved construction documents for the entire area to be paved must be completed in the some paving season. vi) Widening operations shall comply with the following: 1. The outside face of the excavated area shall be left as nearly vertical as the nature of the material will permit and not wider than the outside limits of the widening section 2. The existing pavement adjacent to the widening area shall be sowcut to a clean edge. 3. The subgrade in the widened area shall be compacted in accordance with this policy. 4. Widening mixtures shall comply with the pavement section indicated on the approved construction documents. 5. Compaction of the widening shall be in accordance with Section 304.05 of the Standard Specifications. B) Preparation i) The Aggregate Base shall be subject to additional proof rolls in accordance with Section 203.26 of the Standard Specifications just prior to placing the HMA courses in accordance with Section 3D(iii) of this policy. Unacceptable areas shall be corrected to the satisfaction of the Engineer before any paving operations commence. ii) All displacement or rutting of the Aggregate Base shall be repaired prior to placing HMA mixtures. iii) Milled asphalt surfaces shall be tacked in accordance with Section 406 of the Standard Specifications. iv) Asphalt surfaces between courses shall be tacked in accordance with Section 406 of the Standard Specifications. v) Contact surfaces of curbing, gutters, manholes and other structures shall be tacked in accordance with Section 406 of the Standard Specifications. vi) Surfaces on which a mixture is placed shall be free from objectionable or foreign materials at the time of placement vii) Tact Coat material shall be distributed with equipment meeting the requirements of Section 409.03(a) of the Standard Specifications. C) Weather and Seasonal Limitations i) HMA courses shall be placed when the ambient temperature and the temperature of the surface on which it is to be placed is 457 (7'C) or above. The Engineer shall determine the ambient temperature. There shall be no provision for low temperature compaction allowed bye Section 402.16 of the Standard Specifications. ii) No mixture shall be placed on a frozen subgrade. iii) Under no circumstances shall HMA mixtures be placed between December 15 and March 30. iv) If a foundation that is to receive one or more courses of base, intermediate, or surface HMA mixtures is placed and determined to be an approved foundation by the City prior to November 30, placement of HMA courses will be allowed up to December 15, provided that the ambient and foundation surface temperature complies with the requirements of Section 4C(i) of this policy and the paving contractor pay for the services of a full time construction inspector and who shall act as an authorized agent of the Engineer. The Engineer shall select the construction inspector. v) If the ambient and foundation surface temperature complies with the requirements of Section 4C(i) of this policy betkfeen April 1 and April 15, HMA course shall be allowed to be placed on an approved foundation provided that the paving contractor pay for the services of a full time construction inspector and who shall act as an authorized agent of the Engineer. The Engineer shall select the construction inspector. vi) The Engineer reserves the right to suspend all paving operations if, in the opinion of the Engineer that prevailing weather conditions and /or the condition of the Subgrade and /or the Aggregate Base may result in substandard HMA placement, spreading and finishing. D) Spreading and Finishing i) HMA courses shall be placed upon an approved foundation or other HMA course by means of laydown equipment in accordance with Section 409.03 (c) of the Standard Specification. ii) Segregation or flushing or bleeding of HMA mixtures will not be permitted. Corrective action shall be taken to prevent continuation of these conditions. Segregated or flushed or bleeding HMA mixtures shall be removed if directed. iii) All areas showing an excess or deficiency of 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. City of Carmel Right of Way Paving Policy November 2, 2005 (continued) E) Joints i) Joints shall conform to the requirements of Section 401.15 of the Standard Specifications. F) Compaction 1) 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 (112 ") 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 requirerrents of this policy shall include the productiol, hauling /delivery, excavation for, placing, installatio), 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 L, City of Carmel Concrete Curb Policy January 13, 2006 (continued) C) Soil Subgrades i) Subgrades shall be installed on foundations constructed in accordance with Section 2(A) and Section 2(B) of this policy and only after the installation of all utilities and subsurface drains indicated on the approved construction documents to be located under the pavement are completed. Trench backfilling work of these installations shall be in accordance with the City of Carmel Trench Backfilling specifications. ii) The subgrade shall be shaped to the required grade and sections, free from all ruts, corrugations, or other irregularities. iii) The subgrade shall be uniformly prepared, compacted and approved in accordance with Sections 207.02, 207.03 and 207.04 of the Standard Specifications. iv) Subgrades shall be inspected and approved by the Engineer before any aggregate base or concrete curbs are constructed. A proofroll shall be conducted in accordance with Section 203.26 of the Standard Specifications. Unacceptable areas shall be corrected to the satisfaction of the Engineer before the placement of any Aggregate Base or concrete curbing. v) At the discretion of the Engineer, Subgrade that has satisfactorily passed a proofroll, but remains uncovered for a period of 14 calendar days prior to placing Aggregate Base or concrete curbing or is subject to a measurable rain event prior to placing Aggregate Base or concrete curbing, shall be subject to additional proof rolls prior to placement of the Aggregato Bane 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 same 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 some location as the expansion joints in the adjoining sidewalk. F) Finishing and Curing i) The concrete curb shall be finished and cured in accordance with Section 502.14, 502.15, 504 and 605.04(f) of the Standard Specifications. ii) Curing compound shall be applied to all exposed surfaces on slip- formed concrete curb. For formed concrete curb, curing compound shall be applied to all exposed surfaces including sides after any forms are removed. iii) The concrete curb shall be allowed to cure for a minimum of 5 -days prior to commencing backfilling operations adjacent to the concrete curbing. G) Backfilling i) The spaces adjacent to the concrete curb shall be backfilled in accordance with Section 605.04(8) of the Standard Specifications only after the concrete curbing is inspected and accepted by the Engineer in accordance with Section 5 of this policy. ii) Backfilling operations shall be completed prior to opening the area to regular construction traffic. 5) Inspections A) All materials furnished and each pa,-t or detail of the work will be subject to inspection per Section 105.10 of the Standard Specifications for the purpose of ascertaining that the work is in substantial conformance with this policy and the approved construction documents. B) The Contractor shall notify the Engineer a minimum of 48 -hours in advance of commencing any work subject to the standards established by this policy. C) The Contractor shall schedule proofrolls with the Engineer a minimum of 48 -hours in advance of such proofrolls. D) The Contractor and Engineer will conduct an inspection of the new concrete curbing for any damage, including freezing or random cracks. The inspection and all necessary repairs shall be completed prior to backfiiling operations. E) Sampling and testing of materials, equipment or construction work may be required at the expense of the Contractor at the discretion of the Engineer for the purpose of ascertaining that the work is in substantial conformance with this policy and the approved construction documents. Sampling and testing shall conform to the requirements of the sections of the Standard Specifications applicable to the portion of the work suspected to be non - compliant or as directed by the Engineer. F) Where the Engineer determines that is necessary to confirm compliance with standards of quality or thickness, concrete curb shall be cored and tested at the expense of the Contractor. The average thicknesses of the curb must equal or exceed the minimum prescribed by the approved construction documents. G) Such inspections shall not be construed to relieve the developers' engineers or contractors in any way from their obligations and responsibilities under their contracts. Specifically, inspection by the Engineer, or by retained engineers or testing agencies, shall not require them to assume responsibilities for the approved construction documents, for any misinterpretation of the approved construction documents by the contractors during construction, or for the means and methods of construction, nor for safety on the job site. H) Work identified to not meet the requirements of this policy or the approved construction documents, unacceptable work, whether the result of poor workmanship, use of defective materials, damage through carelessness, or any other cause found to exist prior to the final acceptance of the work, shall be removed immediately and replaced in an acceptable manner at the Contractor's expense. City of Carmel Concrete Curb Policy January 13, 2006 (continued) 1) If the Contractor fails to comply forthwith with any order made under the provisions of this subsection, the Engineer will have authority to cause unacceptable work to be remedied or removed and replaced; to cause unauthorized work to be removed; and to deduct the costs from any monies due or to become due. J) Work done contrary to instructions provided by the Engineer shall be considered unacceptable and subject to immediate removal and replacement in accordance with the instructions provided by the Engineer. 6) Acceptance A) Before acceptance of the concrete curb, the Engineer shall determine if the improvements are in substantial compliance with this policy (except for any variances granted) and the approved construction documents. B) The Engineer may, at his sole discretion, accept work that is not in conformance with this policy provided that the work is bonded for a period greater than three years. The Engineer shall establish the extended bonding requirement. __ __ sc edule a pre - construction meeting to review the C) Preparation 0771 1 "-I'- Engineer's construction requirements, staff notification requirements, required inspections for certain stages i) The prepared soil subgrade shall be free from 10 �ffl V of the work and to review the authority of the objectionable or foreign materials at the time of placement. 19 ft U Engineer as it relates to the work. ii) The subgrade shall be subject to additional proof K) Under no circumstances shall work sub subject to the J rolls in accordance with Section 203.26 of the Standard Specifications just prior to placing the I= standards established by this policy commence without obtaining approved construction drawings by the City Aggregate Base on the subgrade in accordance with H �� of Carmel Department of Engineering. Section v 2C () of this policy. Unacceptable areas shall C) be corrected to the satisfaction of the Engineer L) At the sole discretion of the Engineer, the before any Aggregate Base is placed. -:� � portions of this policy related to inspections and testing of work subject to th requirements of this D) Spreading and Finishing I c policy outside of the right -of -way shall be determined i) The Aggregate Base shall be spread in C:) at the pre- construction meeting. accordance with Section 301.05 of the Standard z = CD W Z� Specifications. M) Dimensional and other stcndards for concrete ii) The Aggregate Base shall be compacted in U curb shall be in accordance with the City of Carmel accordance with Section 301.06 of the Standard bX Standard Details. Specifications. ►--- iii) Concrete curb shall be placed over the Aggregate N) Under no circumstances shall material other than Base within 14 calendar days. Aggregate Bases that Portland Cement Concrete meeting the standards lay exposed for a period of time greater than 14 established by this policy be utilize to construct calendar days or experience a measurable rain event concrete curbs within the corporate limits of the City prior to the placement of concrete curb shall be of Carmel. subject to inspection and acceptance by the Engineer. At the discretion of the Engineer, additional proof 0) Under no circumstances shall extruded type curb rolls may be required. be installed within the corporate limits of the City of 4) Concrete Curb 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 same 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 some location as the expansion joints in the adjoining sidewalk. F) Finishing and Curing i) The concrete curb shall be finished and cured in accordance with Section 502.14, 502.15, 504 and 605.04(f) of the Standard Specifications. ii) Curing compound shall be applied to all exposed surfaces on slip- formed concrete curb. For formed concrete curb, curing compound shall be applied to all exposed surfaces including sides after any forms are removed. iii) The concrete curb shall be allowed to cure for a minimum of 5 -days prior to commencing backfilling operations adjacent to the concrete curbing. G) Backfilling i) The spaces adjacent to the concrete curb shall be backfilled in accordance with Section 605.04(8) of the Standard Specifications only after the concrete curbing is inspected and accepted by the Engineer in accordance with Section 5 of this policy. ii) Backfilling operations shall be completed prior to opening the area to regular construction traffic. 5) Inspections A) All materials furnished and each pa,-t or detail of the work will be subject to inspection per Section 105.10 of the Standard Specifications for the purpose of ascertaining that the work is in substantial conformance with this policy and the approved construction documents. B) The Contractor shall notify the Engineer a minimum of 48 -hours in advance of commencing any work subject to the standards established by this policy. C) The Contractor shall schedule proofrolls with the Engineer a minimum of 48 -hours in advance of such proofrolls. D) The Contractor and Engineer will conduct an inspection of the new concrete curbing for any damage, including freezing or random cracks. The inspection and all necessary repairs shall be completed prior to backfiiling operations. E) Sampling and testing of materials, equipment or construction work may be required at the expense of the Contractor at the discretion of the Engineer for the purpose of ascertaining that the work is in substantial conformance with this policy and the approved construction documents. Sampling and testing shall conform to the requirements of the sections of the Standard Specifications applicable to the portion of the work suspected to be non - compliant or as directed by the Engineer. F) Where the Engineer determines that is necessary to confirm compliance with standards of quality or thickness, concrete curb shall be cored and tested at the expense of the Contractor. The average thicknesses of the curb must equal or exceed the minimum prescribed by the approved construction documents. G) Such inspections shall not be construed to relieve the developers' engineers or contractors in any way from their obligations and responsibilities under their contracts. Specifically, inspection by the Engineer, or by retained engineers or testing agencies, shall not require them to assume responsibilities for the approved construction documents, for any misinterpretation of the approved construction documents by the contractors during construction, or for the means and methods of construction, nor for safety on the job site. H) Work identified to not meet the requirements of this policy or the approved construction documents, unacceptable work, whether the result of poor workmanship, use of defective materials, damage through carelessness, or any other cause found to exist prior to the final acceptance of the work, shall be removed immediately and replaced in an acceptable manner at the Contractor's expense. City of Carmel Concrete Curb Policy January 13, 2006 (continued) 1) If the Contractor fails to comply forthwith with any order made under the provisions of this subsection, the Engineer will have authority to cause unacceptable work to be remedied or removed and replaced; to cause unauthorized work to be removed; and to deduct the costs from any monies due or to become due. J) Work done contrary to instructions provided by the Engineer shall be considered unacceptable and subject to immediate removal and replacement in accordance with the instructions provided by the Engineer. 6) Acceptance A) Before acceptance of the concrete curb, the Engineer shall determine if the improvements are in substantial compliance with this policy (except for any variances granted) and the approved construction documents. B) The Engineer may, at his sole discretion, accept work that is not in conformance with this policy provided that the work is bonded for a period greater than three years. The Engineer shall establish the extended bonding requirement. __ __ - C__�; FF 0771 1 "-I'- DRAWN BY: CZ 10 �ffl V asm 1= 1�7711` ecm 19 ft U M= 921 n 2 f _V_ IkAL�iq JJIL I= ,ea L-R .0 V eg H �� SEP; =2 C) W -:� � ::5� -< � I c M 0 C:) Q Z AAML z = CD W Z� Sn w � w Q.) ";;I'- \\`Lo \ \\11 t I I III III,,///////, �Q'. �G1STF j��6` .. , 10 _ NO. � : = S-0 10000075 _.. -_ �� ?0- -. STATE OF . L '/'/////'/Z / /0 4NA I i l i;tti \\U\ \� \`' �? .. �� . -,-/ � / 41 - L'%' - DATE: 10/31/06 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSh E INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN V/HOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2006) �' 5r n > (- �� � __ 1. - `- _i �__ . e 4 IV &%& 4 a 1 THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 301 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www. sch n eidercorp. com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering I ->� - C__�; 10/31/06 I DRAWN BY: CZ � O CARMEL SPECIFICATIONS r U 11 s ra) SHEET NO.: U --1° -� l._� H �� V) i W -:� � ::5� -< � I c M Q Z C:) Q Z F° 1 0 Cn W Z� Q � w Q.) ";;I'- U � C--) U bX W ►--- r -i W * -q W p DATE: PROJECT NO.: 10/31/06 1238.059 DRAWN BY: CHECKED BY: BET SHEET TITLE: CARMEL SPECIFICATIONS DRAWING FILES: N: \1238 \059 \DWGS \C902.DWG SHEET NO.: (C9(0)2