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Home My WebLink About05070012 Civil Plans0 0 89'49'07 »E 111.81' 0 Of Wi NI m ail ° CO ° Of M GO 0 0 0 z Z 0 0 0 a; 3 v "T] O 73 0 x C 589'13'03 "W 146.41 s�so o- ° °F 'so VILLAGE OF WESTCLAY GOLDWATER PARK SECONDARY PLAT PART OF THE NE 114 OF SEC. 29- T18N -R3E HAMILTON COUNTY, INDIANA s�so ° °F •ss, GOLDWATER PARK 310,401 S.F. DU &SE i (ASSUMED NORTH) SCALE: 1"= 60' 60 0 30 60 FOR LAND DESCRIPTION SEE SHEET 2 OF 2 N ° N w. S� 'A/ N89.48'01 "E 98.71' 483.31 rn co LO W O 0 0 0 0 0 THIS INSTRUMENT WAS PREPARED BY EDWARD D. GIACOLETTI PROFESSIONAL LAND SURVEYOR INDIANA #S0560 HISTORIC FORT HARRISON 8901 OTIS AVENUE INDIANAPOLIS, INDIANA 46216 TELEPHONE (317) 826 -7100 LEGEND ® 4 "x4" SQUARE CONCRETE MONUMENT 36" IN LENGTH •O OWNER /SUBDIVIDER BRENWICK TND COMMUNITIES, L.L.C. NOTES ON SHEET 4 OF 6) h0� 12821 EAST NEW MARKET ST., STE. 200 1Dc CARMEL, INDIANA 46032 ALUMINUM ROD 24" IN LENGTH TO BE SET FLUSH ® — (317) 574 -3400 SURVEYOR'S IDENTIFICATION CAP TO BE SET FLUSH SURVEYOR THE SCHNEIDER CORPORATION Cq o S.F. HISTORIC FORT HARRISON DU &SE DRAINAGE UTILITY AND SEWER EASEMENT 8901 OTIS AVENUE V P.A. INDIANAPOLIS, INDIANA 46216 J 11 RIGHT OF WAY (317) 826 -7100 NON RADIAL s�so ° °F •ss, GOLDWATER PARK 310,401 S.F. DU &SE i (ASSUMED NORTH) SCALE: 1"= 60' 60 0 30 60 FOR LAND DESCRIPTION SEE SHEET 2 OF 2 N ° N w. S� 'A/ N89.48'01 "E 98.71' 483.31 rn co LO W O 0 0 0 0 0 THIS INSTRUMENT WAS PREPARED BY EDWARD D. GIACOLETTI PROFESSIONAL LAND SURVEYOR INDIANA #S0560 HISTORIC FORT HARRISON 8901 OTIS AVENUE INDIANAPOLIS, INDIANA 46216 TELEPHONE (317) 826 -7100 LEGEND ® 4 "x4" SQUARE CONCRETE MONUMENT 36" IN LENGTH SITE 136TH. ST. N89'48'01 "E 156.03' 0 w r rn T_ O 0 Cn 1� Wn m SCAU SHEET 1 WITH " +" STAMP TO BE SET FLUSH (SEE MONUMENT 2 NOTES ON SHEET 4 OF 6) O — 1 1/2" DIAMETER TAPERED ALUMINUM CAP STAMPED "SCHNEIDER FIRM #0001" ON 5/8 DIAMETER ALUMINUM ROD 24" IN LENGTH TO BE SET FLUSH ® — 5/8 " DIAMETER REBAR 36" IN LENGTH WITH SURVEYOR'S IDENTIFICATION CAP TO BE SET FLUSH BL BUILDING LINE S.F. SQUARE FEET DU &SE DRAINAGE UTILITY AND SEWER EASEMENT NAE NON ACCESS EASEMENT P.A. PLANTING AREA R/W RIGHT OF WAY N.R. NON RADIAL SITE 136TH. ST. N89'48'01 "E 156.03' 0 w r rn T_ O 0 Cn 1� Wn m SCAU SHEET 1 OF 2 ..� .,� .. ...-� ., .r, In r- In nrT JUI� # 1 L��S.U4L N: 1238 \U4L \UVVVJ \U�+L- t3J.UVVh / UJ� UJ DC 1 I- OWNER/SUBDIVIDER BRENWICK TND COMMUNITIES, L.L.C. 12821 EAST NEW MARKET ST., STE. 200 CARMEL, INDIANA 46032 (317) 574 -3400 SURVEYOR THE SCHNEIDER CORPORATION HISTORIC FORT HARRISON 8901 OTIS AVENUE S xW INDIANAPOLIS, INDIANA 46216 (317) 826 -7100 VILLAGE OF WESTCLAY THIS INSTRUMENT WAS PREPARED BY EDWARD D. GIACOLETTI PROFESSIONAL LAND SURVEYOR GOLDWATER PARK INDIANA HISTORIC FORT T HARRISON HAR 8901 OTIS AVENUE SECONDARY PLAT INDIANAPOLIS, INDIANA 46216 TELEPHONE (317) 826 -7100 PART OF THE NE 1/4 OF SEC. 29- T18N -R3E HAMILTON COUNTY, INDIANA DEDICA11ON CERTIFICATE LAND DESCRIPflON THE UNDERSIGNED, OWNERS OF THE REAL ESTA "il SHOWN AND DESCRIBED HEREIN AND RECORDED IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA, DO HEREBY CERTIFY THAT WE HAVE LAID OFF, PLATTED, AND A part of the Southeast Quarter of Section 29, Township 18, Range 3 East, in Clay Township, SUBDIVIDED AND DO HEREBY LAY OFF, PLAT AND SUBDIVIDE SAID REAL ESTATE IN ACCORDANCE WITH THE WITHIN PLAT. Hamilton County, Indiana described as follows: THIS SUBDIVISION SHALL BE KNOWN AND DESIGNIATED AS VILLAGE OF WESTCLAY, GOLDWATER PARK AN ADDITION IN HAMILTON COUNTY, INDIANA. Commencing at the Northwest Corner of said Southeast Quarter; thence North 89 degrees 13 minutes 03 seconds East along the north line of said Southeast Quarter a distance of 1212.53 feet thence South 00 degrees 00 minutes 53 seconds East a distance of 299.17 feet to the'oint of Beginning; thence North 89 degrees 59 minutes 07 seconds East a distance of '11.81 feet; thence South 45 degrees 00 minutes 00 seconds East a distance of 150.11 feet; thence South 45 degrees 00 minutes 00 seconds West a distance of 59.00 feet; to a point o a tangent curve having a radius of 75.00 feet, the radius point of which bears South 45 dgrees 00 minutes 00 seconds East; thence southerly along said curve an arc distance of 17.81 feet to a point which bears South 45 degrees 00 minutes 00 seconds West from sid radius point; thence South 45 degrees 00 minutes 00 seconds East a distance of 89.53 feet; thence North 89 degrees 48 minutes 01 seconds East a distance of 98.71 feet; hence South 00 degrees 00 minutes 00 seconds East a distance of 156.93 feet; thence Nortl90 degrees 00 minutes 00 seconds East a distance of 156.03 feet; thence South 00 degrees 11 minutes 59 seconds East a distance of 103.43 feet; to a point on a tangent curvi having a radius of 25.00 feet, the radius point of which bears South 89 degrees 48 ninutes 01 seconds West; thence southwesterly along said curve an arc distance of 39.27 fee to a point which bears South 00 degrees 11 minutes 59 seconds East from said radius pint; thence South 89 degrees 48 minutes 01 seconds West a distance of 483.31 feet; to a pint on a tangent curve having a radius of 75.00 feet, the radius point of which bears South00 degrees 11 minutes 59 seconds East; thence southwesterly along said curve an arc distcce of 57.48 feet to a point which bears North 44 degrees 06 minutes 47 seconds Wed from said radius point; thence South 89 degrees 13 minutes 03 seconds West a distance c 146.41 feet; thence North 00 degrees 00 minutes 53 seconds West a distance of 839.27 fet to the Point of Beginning, containing 7.13 acres, more or less. THIS SUBDIVIJ)N CONSISTS OF GOLDWATER PARK TOGETHER WITH EASEMENTS AS SHOWN HEREON. THE SIZE OF IARK AND EASEMENTS ARE SHOWN IN FIGURES DENOTING FEET AND DECIMAL PARTS THEREOF. CROSS- REFEIINCE IS HEREBY MADE TO SURVEY PLAT RECORDED AS INSTRUMENT NO. 200400011604 IN THE OFFICE OF Tl� RECORDER OF HAMILTON COUNTY, INDIANA, I, THE UNDERGNED, HEREBY CERTIFY THAT I AM A REGISTERED LAND SURVEYOR, LICENSED IN COMPLIANCE WITH THE LA's OF THE STATE OF INDIANA AND THAT THE WITHIN PLAT REPRESENTS A SUBDIVISION IN THE LANDS SURVE'ED WITHIN THE CROSS REFERENCED SURVEY PLAT, AND THAT TO THE BEST OF MY KNOWLEDGE AND BELIEF IRE HAS BEEN NO CHANGE FROM THE MATTERS OF SURVEY REVEALED BY THE CROSS- REFEI�NCE SURVEY ON ANY LINES THAT ARE COMMON WITH THE NEW SUBDIVISION. I FURTHER CERTIFY THATfHE SAID SUBDIVISION WAS PLATTED UNDER MY DIRECT SUPERVISION AND CONTROL AND IS TRUE AND CGRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF; WITNESS MY UNATURE THIS DAY OF 2005 . EDWARD D. dCOLETTI REGISTERED ND SURVEYOR INDIANA - #560 I STATE OF INDNA :SS COUNTY OF BEFORE ME, 'E UNDERSIGNED NOTARY PUBLIC, PERSONALLY APPEARED EDWARD D. GIACOLETTI AND ACKNOWLEDGI THE EXECUTION OF THE FOREGOING INSTRUMENT AS HIS VOLUNTARY ACT AND DEED FOR THE PURPOSEXPRESSED HEREIN. WITNESS MY IND AND SEAL THIS DAY OF DOCKET 10. 05070012SP WestCIa)VILLAGE PLANNED UNIT DEVELOPMENT DISTRICIORDINANCE Z- 465 -04 TITLE TO THE FOREGOING REAL ESTATE IS SUBJECT TO A CERTAIN DECLARATION OF COVENANTS AND RESTRICTIONS OF THE VILLAGE OF WESTCLAY DATED 08/09/99, RECORDED AS INSTRUMENT NUMBER 199909946964, IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA, AS THE SAME MAY BE AMENDED OR SUPPLEMENTED. SUCH DECLARATION AND THE COVENANTS AND RESTRICTIONS SET FORTH THEREIN RUN WITH THE LAND DESCRIBED HEREON AND ARE INCORPORATED HEREIN BY REFERENCE. EACH OWNER OF A LOT DEPICTED ON THIS PLAT SHALL TAKE TITLE TO SUCH LOT SUBJECT TO THE TERMS AND COI "!TIONS OF SUCH DECLARATION. STATE OF INDIANA SS: COUNTY OF HAMILTON ) BRENWICK TND COMMUNITIES, L.L.C. 12821 EAST NEW MARKET ST., STE. 200 CARMEL, INDIANA 46032 (317) 574 -3400 BY: GEORGE P. SWEET, CO— MANAGER DATED THIS _ _DAY OF BEFORE ME THE UNDERSIGNED NOTARY PUBLIC IN AND FOR SAID COUNTY AND STATE, PERSONALLY THE ABOVE AND ACKNOWLEDGED EXECUTING THE FORGOING FECORD PLAT. WITNESS MY HAND AND NOTARIAL SEAL THIS __.__DAY OF NOTARY PUBLIC PRINTED NAME: MY COMMISSION EXPIRES: COUNTY OF RESIDENCE: UNDER AUTHORITY PROVIDED BY INDIANA CODE 36 -7 -4 -710, AND ORDINANCES ADOPTED BY THE COMMON COUNCIL OF THE CITY OF CARMEL, INDIANA, THIS PLAT WAS GIVEN APPROVAL BY THE CITY OF CARMEL AS FOLLOWS: GRANTED ADMINISTRATIVE APPROVAL BY THE DEPARTMENT OF COMMUNITY SERVICES PURSUANT TO ARTICLE XI OF THE CARMEL /CLAY PLAN COMMISSION'S RULES OF PROCEDURE ON BY: MICHAEL P. HOLLIBAUGH, DIRECTOR, DEPARTMENT OF COMMUNITY SERVICES CARMEL, INDIANA This Plat was approved by the Board of Pu5lic Works and Safety of the City of Carmel, Indiana, at a meeting held on the ---day of James Brainard, Mayor Mary Ann Burke, Member Lori Watson, Member Diana Cordray, Clerk /Treasurer NOTARY PUBLIC (NOTARY NAME — PRINTED) MY COMMISSION EXPIRES: _ COUNTY OF RESIDENCE SOURCE OF TITLE INSTR. No. _ SHEET 2 OF 2 JOB # 1238.042 N: \1238 \042 \DWGS \042- BS.DWG 7/05/05 BET b>> j ' y j W 141 sfi t If J. _ if h St f �,• ti iy__••i A e Cr f € f \ C I W 131 sfi it �.__ .__ S T E Li i r 6 �' I l � ' . SITE ,.- t r f 1 l lr fj 126th St _q _ r i -/C > N a f i r� l 1 126 t � . _- - Ft - f,rf S: F F , W 116t h% P NOT TO SCALE NOT TO SCALE '^ X /'X t f i 1 ' I i, X , JUTURE Vial ge oaf WestClay� SE ,I W 003 7 X/ BASKETBALL COURT a �, _ TENNIS COURTS GOLDWATER PARK SOFTBALL DIAMOND 1A il o � — — F= f ' CLUBHOUSE �•- r771 F 4-V14-W n — -` MANIGAULT STREET , LLJ W illage of WestClay = f SECTION 6001 J e SCALE.m 1 - 60, I Q is 9 aM ' SEC. 29—Tl 8N !R3E I L 8 1 00 F W I I Ir-\x a I I �QQ�v�i PROJECT ADDRESS: P)FVF.L0PE'nM a REVISIONS: DATE: BY: DESCRIP11ON: 8/8/05 BET C101, C103 & C105 PROJECT ENGINEER: CHECKED BY: DATE CHECKED: PETTIGRU DRIVE �mill I rca Dr EL�P E T LO. 12827 E. NEW MARKET STREET, SUITE 200 CARMEL, INDIANA 46032 13171 574 -3400 (3171 574-3919 FAX 12821 E. New Market Street Architecture i Suite 100 Civil Engineering Interior Design Carmel, IN 46032 Environmental Engineering Land Surveying Telephone: 317.569.8112 Geotechnical Services Landscape Architecture Fax: 317.826.6410 GIS * LIS Transportation Engineering www.schneidercorp.com Home Builder Services CERTIFIED BY: BRANDON T. BURKE E —MAIL ADDRESS: bburke @schneidercorp.com © 2005, The Schneider Corporation T. ��,v \STEj�F No. 10000075 - STATE OF gip'- %ASS /ON A� ��urnnmu►n�a�� DATE: 7/05/05 JOB No. 1238.042 SHEET (C]1(9(9 OF 10 FIDE NAME: N: \1238 \042 \DWGS \C100.DWG INDEX SHEET No. DESCRIPTION C100 COVER SHEET C101 —C102 SITE PLAN C103 —C104 DEVELOPMENT PLAN C105 STORMWATER POLLUTION PREVENTION PLAN C801 GENERAL DETAILS C802 —C803 STORMWATER POLLUTION PREVENTION DETAILS AND SPECS. SPECIFICATIONS C901 12821 E. New Market Street Architecture i Suite 100 Civil Engineering Interior Design Carmel, IN 46032 Environmental Engineering Land Surveying Telephone: 317.569.8112 Geotechnical Services Landscape Architecture Fax: 317.826.6410 GIS * LIS Transportation Engineering www.schneidercorp.com Home Builder Services CERTIFIED BY: BRANDON T. BURKE E —MAIL ADDRESS: bburke @schneidercorp.com © 2005, The Schneider Corporation T. ��,v \STEj�F No. 10000075 - STATE OF gip'- %ASS /ON A� ��urnnmu►n�a�� DATE: 7/05/05 JOB No. 1238.042 SHEET (C]1(9(9 OF 10 FIDE NAME: N: \1238 \042 \DWGS \C100.DWG z .2 a cc v N 0 I 0 s cc / FOR CONTINUATION SEE SHEET C102 NOTE: CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE - CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF Woo a 10 NZ 04 M 1 TIM /-� 1 a I� TB M #44 USGS BENCHMARK CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE FARM ENTRANCE. M r%IATin►i nn-7 -n HOLEY MOLEY SAYS "DON'T DIG BLIND BIT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. JNDARY SHALL MEET EXISTING GRADES. SPONSIBILITY OF EACH CONTRACTOR TO G UTILITIES AND CONDITIONS PHASE OF WORK. IT SHALL ALSO BE THE PONSIBILITY TO CONTACT THE OWNERS OF FIES FOR PROPER STAKE LOCATIONS FOR RE WORK IS STARTED. THE CONTRACTOR RITING THE OWNER OR THE ENGINEER OF SSIONS, OR ERRORS FOUND ON THESE -IELD BEFORE WORK IS STARTED OR ATIONS FOR THE HAMILTON COUNTY kPPLY FOR ALL STORM SEWERS. �TION OF EXISTING UTILITIES SHOWN ARE 'ROVIDED BY THE RESPECTIVE UTILITY ITILITY COMPANIES SHOULD BE NOTIFIED AVATION FOR FIELD LOCATION OF kLL BE NON- REINFORCED CONCRETE 4' IDTH. '1E WALK ACROSS FRONTAGE OF EACH LOT :D BY OTHERS. AREA TO BE PLACED AT ALL WALK I BETWEEN WALKS AND PLATFORMS. RE TO BE EQUALLY SPACED BETWEEN CONTRACTION JOINTS AND SIDEWALKS AT 5' INTERVALS OR LESS WITH INT EVERY 20' OR LESS. CONTROL DURING CONSTRUCTION TO CABLE LOCAL AND STATE STANDARDS. ACTIVITY ON THIS SITE TO BE PLIANCE WITH APPLICABLE O.S.H.A. )RKER SAFETY. MINIMIZE DAMAGE TO EXISTING TREES. ILL ALL AREAS WHERE ANY FIELD TILE HOUSE PADS. ALL FIELD TILES PERPETUATED INTO STORM SEWER THE SUBCONTRACTOR SHALL NOTIFY IN Z AND THE ENGINEER IN ANY IERE THIS CANNOT BE ACCOMPLISHED. JGINEERED FILL) SHALL BE COMPACTED TO IT OF THE MAXIMUM DRY DENSITY (ASTM THE FOOTING SHALL BE COMPACTED TO AT )F THE MAXIMUM DRY DENSITY (ASTM D- 1557). A MAXIMUM DRY DENSITY OF AT LEAST 105 )UID LIMIT LESS THAN 50 AND PLASTICITY INDEX ANDY FILL MUST HAVE LESS THAN 15 % FINES JE. SHALL NOT BE LOCATED UNDER PAVEMENT, NS, FLOODWAY FRINGES AND FLOODWAYS: NONE :isting Storm Sewer )w Storm Sewer :isting Sanitary Sewer ,,w Sanitary Sewer :isting Contour :isting Elevation ;w Pavement Grade Other Finish Grades itch Existing Grades orm Structure Number initary Structure Number )w Arrow Subsurface Drain — Double Wall SSD Lot Lateral vale (0 3ter Main :isting Trees :isting Gas Main :isting Telephone :isting Water Main :isting nowline :isting Overhead Utilities Chairback Curb w/o Gutter -hpalt Parking Lot Concrete Walk Valley Gutter )ncrete Handicap Ramp )phalt Parking Lot x20' Parking Spaces — 45 .'x18' Handicap Parking Spaces —1 INGS TO BE LABELED DRAINS TO WATERWAY" TER SYSTEMS WITHIN 50' OF '3 EWERS. MAPPED 100 YEAR LAIN PER HAMILTON BER 18057CO2026F. 0 Z M Q 0 J J Q O �O F- O Ljvi Z W Y �Q o� V U � O L� M Q �o —> w W rn of Q �o z ^ co 0 W Wm m N \``\\\\\\\a�vuO�N tttT /a,�,,z7,, / //, � �i �G\STC No. 10000075_ STATE OF a ^es INDIAN? 70NAL /l ►pNf IItp11�� DATE: 7/05/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. QC COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 7/05/05 1238.042 DRAWN BY: CHECKED BY: W SHEET TITLE: SITE PLAN DRAWING FILES: E-� XREF: 6001- BS.DWG, 6003- BS.DWG XREF: 042- BS.DWG, CLUBHOUSE.DWG XREF: PETTIGRU- BS.DWG SHEET NO.: (C n Inky n Cd W o 4 U —+—� H z Q z oQ z O Q Q) Cz r•--� 0 DATE: PROJECT NO.: 7/05/05 1238.042 DRAWN BY: CHECKED BY: BET SHEET TITLE: SITE PLAN DRAWING FILES: N: \1238 \042 \DWGS \C101- 102.DWG XREF: 6001- BS.DWG, 6003- BS.DWG XREF: 042- BS.DWG, CLUBHOUSE.DWG XREF: PETTIGRU- BS.DWG SHEET NO.: (C n Inky n C� C, Z C� r, N �2 i 0 s s -'4 cc NOTE: CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE — CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED CITY RIGHT —OF —WAY. FOR CONTINUATION SEE SHEET C101 I1:�1zAa Mej IwIIM n 101 1� TB M #44 USGS BENCHMARK CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE FARM ENTRANCE. ELEVATION — 893.39 NOTE: SEE ARCHITECTURAL PLANS BY OTHERS FOR BUILDING DIMENSIONS AND EXACT LOCATIONS OF UTILITY SERVICE LINES. _ PETTIGRU DRIVE i oo / "k i HOLEY MOLEY SAYS "DON'T DIG BLIND "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1 -800- 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. 1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. 2. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS FOR EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. 3. STANDARD SPECIFICATIONS FOR THE HAMILTON COUNTY SURVEYOR SHALL APPLY FOR ALL STORM SEWERS. 4. THE SIZE AND LOCA11ON 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. 5. SERVICE WALKS SHALL BE NON— REINFORCED CONCRETE 4" THICK AND 4' IN WIDTH. 6. 4' CONCRETE SERVICE WALK ACROSS FRONTAGE OF EACH LOT TO BE CONSTRUCTED BY OTHERS. 7. EXPANSION JOINTS AREA TO BE PLACED AT ALL WALK INTERSECTIONS AND BETWEEN WALKS AND PLATFORMS. SIDEWALK SCORES ARE TO BE EQUALLY SPACED BETWEEN EXPANSION JOINTS, CONTRACTION JOINTS AND PERPENDICULAR TO SIDEWALKS AT 5' INTERVALS OR LESS WITH A CONTRACTION JOINT EVERY 20' OR LESS. 8. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 9. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 10. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES. 11. REMOVE AND BACKFILL ALL AREAS WHERE ANY FIELD TILE CROSSES PROPOSED HOUSE PADS. ALL FIELD TILES INTERCEPTED TO BE PERPETUATED INTO STORM SEWER SYSTEM OR LAKE. THE SUBCONTRACTOR SHALL NOTIFY IN WRITING THE OWNER AND THE ENGINEER IN ANY CIRCUMSTANCES WHERE THIS CANNOT BE ACCOMPLISHED. 12. ALL FILL AREAS (ENGINEERED FILL) SHALL BE COMPACTED TO AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY (ASTM D- 1557). FILL UNDER THE FOOTING SHALL BE COMPACTED TO AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY (ASTM D- 1557). FILL SHOULD EXHIBIT A MAXIMUM DRY DENSITY OF AT LEAST 105 PCF, AND HAVE A LIQUID LIMIT LESS THAN 50 AND PLASTICITY INDEX OF LESS THAN 25. SANDY FILL MUST HAVE LESS THAN 15 % FINES PASSING A #200 SIEVE. 13. WATERMAIN VALVES SHALL NOT BE LOCATED UNDER PAVEMENT, SIDEWALK OR CURB. 14. 100 YEAR FLOODPLAINS, FLOODWAY FRINGES AND FLOODWAYS: NONE �-- 000 . L_EV aoo.00 000.00 ME 000 Existing Storm Sewer New Storm Sewer Existing Sanitary Sewer New Sanitary Sewer Existing Contour Existing Elevation New Pavement Grade All Other Finish Grades Match Existing Grades Storm Structure Number Sanitary Structure Number Flow Arrow -------- - - - - -- 6" Subsurface Drain — Double Wall 000.00 . W 4» SSD Lot Lateral Swale (Fo Water Main Existing Trees Existing Gas Main Existing Telephone Existing Water Main Existing nowline Existing Overhead Utilities NOTE: STORM SEWER CASTINGS TO BE LABELED "DUMP NO WASTE - DRAINS TO WATERWAY" NOTE: NO KNOWN PUBLIC WATER SYSTEMS WITHIN 50' OF PROPOSED SANITARY SEWERS. NO F.E.M.A. OR D.N.R. MAPPED 100 YEAR FLOODWAY OR FLOODPLAIN PER HAMILTON COUNTY, IN, MAP NUMBER 18057CO2026F. vi z 0 w G= \\\\\\\`\`��tttuu u t t►►►uu�i�ii �pON T. PG.STE,4F0 No. 10000075 - STATE OF ZONAL rn►IIII uttta00 DATE: 7/05/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. 11 U COPYRIGHTED BY THE SCHNEIDER CORP. (2005)1 Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS *LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering V 1 W E—i cd W o �--� E-4 z � w � � o Q z O Q Q) bz W Ct w O U C) 0 O O 3C 3: i l t3 0,j < C rr` LL_ M -7 o rl Fa N-) N-) C-4 CD CD CD cr) CD 0-) <-, 01j cr) Q 1') 1 0-) 00 LLJ LLJ J 0 101 Cis -9 0 FOR CONTINUATION SEE SHEET C104 sd r)j. t[F�r' 3 ,ems /11 V Jr jjj EXI STING SCHRICKE POND/ PnNF)/ 6 NORM, TOP C 100 BO 900 01- 902 041-�, I 10r. r. NOTE: STORM SEWER CASTINGS TO BE LABELED "DUMP NO WASTE - DRAINS TO WATERWAY" NOTE: NO KNOWN PUBLIC WATER SYSTEMS WITHIN 50' OF PROPOSED SANITARY SEWERS. NO F.E.M.A. OR D.N.R. MAPPED 100 YEAR FLOODWAY OR FLOODPLAIN PER HAMILTON COUNTY, IN, MAP NUMBER 18057CO2026F. i. ORTF 0 O do 1100 N. 7-11,GOLDWATER PAR rr D U & S E 0 a. X 90' 801 fill, 0 IF EX. 167 LF F) 6� S3D A MACARTHUR FIELD SOFTBALL DIAMOND 4 0 80 11 If 0 8 a 5 EX. 159 LF OF 6" S D 7 _(-��,900 , "I 901 902 9C 3.1 F-1 NOTE: I SEE ARCHITECTURAL PLANS BY OTHERS FOR BUILDING DIMENSIONS AND EXACT LOCATIONS OF UTILITY SERVICE LINES. NOTE: CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAY. GUT _)UVRI13 ARE IU UL EQUALLY SefttU BETWEEN EXPANSION JOINTS, CONTRAC TION JOINTS AND 1238.042 n PERPENDICULAR TO SIDEWALKS AT 5' INTERVALS OR LESS WITH BET COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED PRIOR TO ANY EXCAVA11ON FOR FIELD A CONTRACTION JOINT EVERY 20' OR LESS, - - - - - - - - - - - LLI 8. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO Q_ MA H LIN / / AT (Cn(03 Ig 0 8 �Kl PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. A .......... r W ` -'- 0 0 C LLJ V 11. REMOVE AND BACKFILL ALL AREAS WHERE ANY FIELD TILE CROSSES PROPOSED HOUSE PADS. ALL FIELD TILES co 6. 4' CONCRETE SERVICE WALK ACROSS FRONTAGE OF EACH LOT r< II 4_ SYSTEM OR LAKE. THE SUBCONTRACTOR SHALL NOTIFY IN �J I C1 8.1 >< NOTE: STORM SEWER CASTINGS TO BE LABELED "DUMP NO WASTE - DRAINS TO WATERWAY" NOTE: NO KNOWN PUBLIC WATER SYSTEMS WITHIN 50' OF PROPOSED SANITARY SEWERS. NO F.E.M.A. OR D.N.R. MAPPED 100 YEAR FLOODWAY OR FLOODPLAIN PER HAMILTON COUNTY, IN, MAP NUMBER 18057CO2026F. i. ORTF 0 O do 1100 N. 7-11,GOLDWATER PAR rr D U & S E 0 a. X 90' 801 fill, 0 IF EX. 167 LF F) 6� S3D A MACARTHUR FIELD SOFTBALL DIAMOND 4 0 80 11 If 0 8 a 5 EX. 159 LF OF 6" S D 7 _(-��,900 , "I 901 902 9C 3.1 F-1 NOTE: I SEE ARCHITECTURAL PLANS BY OTHERS FOR BUILDING DIMENSIONS AND EXACT LOCATIONS OF UTILITY SERVICE LINES. NOTE: CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAY. I 1 `1 I W I TB #44 USGS BENCHMARK CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE FARM ENTRANCE. ELEVATION - 893-39 CLAY TOWNSHIP REGIONAL WASTE DISTRICT SANITARY SEWER STRUCTURE NUMBER PREFIX: VWC-N-000 (Village of WestClay - North- Structure number) A I.V H it Q r-) t �J LLJ X f _ \ _'_ / - _ VIIf e f WestCIa y rr 9 ^ F, 08 _ -___._ ___ ;;,. ` , X ' FU � T U`E\,,S_CTl0N 6003 8 0 BASKETBALL 903 60 COURT_ 9 0 3 902 .- `, f CD 9 0 _7 906 lF, 907 .50 r 4 � 0 A Q 0 6. 1 9 TENNIS COURTS 0 X X 511 OF 6" SSD CD 9j. 00, J Us X 801 9 5 -7 0-) FF 5; 9, 908.00 I� ' X 908.0 f L0 -4 X 9 0 (3. L. '-b (D (_15 Iff C:D 0') X �_ ( 00 00 8.00 C:>. TC TC TC 0.) 1 \ 908.39 GUT 908.64 GUT E 40 0 C-) TC "=TC 9 C', b 5 5 3 0, 908.60 GUT TQ=908.17 0.77% 1.00% 6" SSD C907.71 )GUT ✓ X RCP I; 1 I d TC 909. I III = 18 TC 801 ',R�n'q\=Tr1_ 907.59_ 6" SSD TIC C) 903. 7 GUT-"- 908.56 GUT GUT 908.68 GU (PRIVATE, C 0 11 TC cyi CD 908.34 08. 3 GU TC 12 Tj GUI 90S C 9 wc' I CD 610)70�1 i 1.001 9.2 TC 60' OF- LO V V\- V.-A /1 �. r-11 908.50 GUT C5 GUTI a I , M " 15" RCP (z) -a � ^ - C:) r 7 7 7 1 C) _%ia, @0 =D CD CD 6" SSD co 1,00% CD X _X 0-101 1 1.00% cm _ 800 TC- 908.25 GUT 09.45 6 SSD C4 905 ZaTZMT-r- D Li MCD _ .. . . . . V4t\Q 906 D an \ 907.45 GUT Y,� �7N EX. 42" RCP IC04 �G T C6 909.3 TIC TC 0- A 08.26 TIC 1 08.62 T4_� 1 04 1 TC q- 1909.02 TC 909. 5 10.70%, -�GUT 907.76 GUT_ C907.7a)GUT _n �GUT �GUT (908,52)GUT F90_8_. -4-41 TC 908.70 TC._ 908.6 8.28 TC I C5 C> - - - --- - - kl_ C4 0� 907 84 908-21 r=GUT 07.78 GUT I ..... . ...... . . ........ .. . ...... . ... t l3V . . .... ........... ..... .... .. 722 i�ffiiikk� TC=908.03 PT 70+-�'54.69 C! - +oo MA :a D 00 UShan ALT STREET 00 �-44 F"Icl ti ch- EX. 8" D. 1. WATER LINE CD EX. 8" D.I.,.,,WATER LINE (Z:) Ln EX. HYDRANT ....... ... . .......... . ..... . .... .. . . ........... - -------------- ... . ...... - . ....... + z jf . . . .................. . . ... . .... ..... 7 ...... ... ......... ... . ......... ...... 4. -1 D I c,E U 0 S_ D ( 0 rl k2l 17 .. . ...... ............. ... ..... . . . . ............. . ... . ....................... .. ..... .. .. . .......... . . Eiji ~� X Al8 J11-sl a ii ii VIII e of West BLOCK B U N EXISTI G ► S CT[ 01 BOCK A 0 q Cn 4 X X 7� X 907. /--. - 7 (I h X 2" WATER LINE 97 HOLEY MOLEY SAYS DON'T DIG BLIND "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1-800-382-5544 CALL TOLL FREE PER INDIANA STATE LAW IS-69-1991. 11 IS M7MI1131 IML LAW IV LAUAVAIL WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. wcf H91FS 1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. 2. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS FOR EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. 3. STANDARD SPECIFICATIONS FOR THE HAMILTON COUNTY SURVEYOR SHALL APPLY FOR ALL STORM SEWERS. 4. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY GUT _)UVRI13 ARE IU UL EQUALLY SefttU BETWEEN EXPANSION JOINTS, CONTRAC TION JOINTS AND 1238.042 P!�e PERPENDICULAR TO SIDEWALKS AT 5' INTERVALS OR LESS WITH BET COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED PRIOR TO ANY EXCAVA11ON FOR FIELD A CONTRACTION JOINT EVERY 20' OR LESS, - - - - - - - - - - - LLI 8. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO Q_ MA H LIN / / / (Cn(03 i 0 8 �Kl PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. n, zi 7--, j -T k�� r W ` -'- 0 0 C LLJ V 11. REMOVE AND BACKFILL ALL AREAS WHERE ANY FIELD TILE CROSSES PROPOSED HOUSE PADS. ALL FIELD TILES co 6. 4' CONCRETE SERVICE WALK ACROSS FRONTAGE OF EACH LOT INTERCEPTED TO BE PERPETUATED INTO STORM SEWER II 4_ SYSTEM OR LAKE. THE SUBCONTRACTOR SHALL NOTIFY IN �J I C1 8.1 >< WRITING THE OWNER AND THE ENGINEER IN ANY TO BE CONSTRUCTED BY OTHERS. Existing Gas Main CIRCUMSTANCES WHERE THIS CANNOT BE ACCOMPLISHED. 7i 0 Z_ X 801 t 7. EXPANSION JOINTS AREA TO BE PLACED AT ALL co /X D-1557). FILL UNDER THE FOOTING SHALL BE COMPACTED TO AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY (ASTM D-1557). . . ...... . 4- WALK FILL SHOULD EXHIBIT A MAXIMUM DRY DENSITY OF AT LEAST 105 PCF, AND HAVE A LIQUID LIMIT LESS THAN 11 50 AND PLASTICITY INDEX o- t OF LESS THAN 25. SANDY FILL MUST HAVE LESS THAN 15 % FINES INTERSEC TIONS AND BETWEEN WALKS AND PLATFORMS. 1X\ PASSING A #200 SIEVE. 13. WATERMAIN VALVES SHALL NOT 0 BE LOCATED UNDER PAVEMENT, Ij SIDEWALK OR CURB. 14. 100 YEAR FLOODPLAINS, FLOODWAY FRINGES AND FLOODWAYS: NONE (D D ( - ;r O I 0 1`) 7 r; I 03=85 (903.85 _ Existing Storm Sewer I 1 `1 I W I TB #44 USGS BENCHMARK CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE FARM ENTRANCE. ELEVATION - 893-39 CLAY TOWNSHIP REGIONAL WASTE DISTRICT SANITARY SEWER STRUCTURE NUMBER PREFIX: VWC-N-000 (Village of WestClay - North- Structure number) A I.V H it Q r-) t �J LLJ X f _ \ _'_ / - _ VIIf e f WestCIa y rr 9 ^ F, 08 _ -___._ ___ ;;,. ` , X ' FU � T U`E\,,S_CTl0N 6003 8 0 BASKETBALL 903 60 COURT_ 9 0 3 902 .- `, f CD 9 0 _7 906 lF, 907 .50 r 4 � 0 A Q 0 6. 1 9 TENNIS COURTS 0 X X 511 OF 6" SSD CD 9j. 00, J Us X 801 9 5 -7 0-) FF 5; 9, 908.00 I� ' X 908.0 f L0 -4 X 9 0 (3. L. '-b (D (_15 Iff C:D 0') X �_ ( 00 00 8.00 C:>. TC TC TC 0.) 1 \ 908.39 GUT 908.64 GUT E 40 0 C-) TC "=TC 9 C', b 5 5 3 0, 908.60 GUT TQ=908.17 0.77% 1.00% 6" SSD C907.71 )GUT ✓ X RCP I; 1 I d TC 909. I III = 18 TC 801 ',R�n'q\=Tr1_ 907.59_ 6" SSD TIC C) 903. 7 GUT-"- 908.56 GUT GUT 908.68 GU (PRIVATE, C 0 11 TC cyi CD 908.34 08. 3 GU TC 12 Tj GUI 90S C 9 wc' I CD 610)70�1 i 1.001 9.2 TC 60' OF- LO V V\- V.-A /1 �. r-11 908.50 GUT C5 GUTI a I , M " 15" RCP (z) -a � ^ - C:) r 7 7 7 1 C) _%ia, @0 =D CD CD 6" SSD co 1,00% CD X _X 0-101 1 1.00% cm _ 800 TC- 908.25 GUT 09.45 6 SSD C4 905 ZaTZMT-r- D Li MCD _ .. . . . . V4t\Q 906 D an \ 907.45 GUT Y,� �7N EX. 42" RCP IC04 �G T C6 909.3 TIC TC 0- A 08.26 TIC 1 08.62 T4_� 1 04 1 TC q- 1909.02 TC 909. 5 10.70%, -�GUT 907.76 GUT_ C907.7a)GUT _n �GUT �GUT (908,52)GUT F90_8_. -4-41 TC 908.70 TC._ 908.6 8.28 TC I C5 C> - - - --- - - kl_ C4 0� 907 84 908-21 r=GUT 07.78 GUT I ..... . ...... . . ........ .. . ...... . ... t l3V . . .... ........... ..... .... .. 722 i�ffiiikk� TC=908.03 PT 70+-�'54.69 C! - +oo MA :a D 00 UShan ALT STREET 00 �-44 F"Icl ti ch- EX. 8" D. 1. WATER LINE CD EX. 8" D.I.,.,,WATER LINE (Z:) Ln EX. HYDRANT ....... ... . .......... . ..... . .... .. . . ........... - -------------- ... . ...... - . ....... + z jf . . . .................. . . ... . .... ..... 7 ...... ... ......... ... . ......... ...... 4. -1 D I c,E U 0 S_ D ( 0 rl k2l 17 .. . ...... ............. ... ..... . . . . ............. . ... . ....................... .. ..... .. .. . .......... . . Eiji ~� X Al8 J11-sl a ii ii VIII e of West BLOCK B U N EXISTI G ► S CT[ 01 BOCK A 0 q Cn 4 X X 7� X 907. /--. - 7 (I h X 2" WATER LINE 97 HOLEY MOLEY SAYS DON'T DIG BLIND "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1-800-382-5544 CALL TOLL FREE PER INDIANA STATE LAW IS-69-1991. 11 IS M7MI1131 IML LAW IV LAUAVAIL WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. wcf H91FS 1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. 2. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS FOR EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. 3. STANDARD SPECIFICATIONS FOR THE HAMILTON COUNTY SURVEYOR SHALL APPLY FOR ALL STORM SEWERS. 4. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY 00 GUT _)UVRI13 ARE IU UL EQUALLY SefttU BETWEEN EXPANSION JOINTS, CONTRAC TION JOINTS AND 1238.042 P!�e PERPENDICULAR TO SIDEWALKS AT 5' INTERVALS OR LESS WITH BET COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED PRIOR TO ANY EXCAVA11ON FOR FIELD A CONTRACTION JOINT EVERY 20' OR LESS, - - - - - - - - - - - LLI 8. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO Q_ 8>,jl F, LOCATION OF SERVICES. 5. (Cn(03 TO BE 0 8 �Kl PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. SERVICE WALKS SHALL BE NON-REINFORCED CONCRETE 4" THICK AND 4' IN WIDTH. r W ` -'- 0 0 C LLJ 08.711TC 11. REMOVE AND BACKFILL ALL AREAS WHERE ANY FIELD TILE CROSSES PROPOSED HOUSE PADS. ALL FIELD TILES co 6. 4' CONCRETE SERVICE WALK ACROSS FRONTAGE OF EACH LOT INTERCEPTED TO BE PERPETUATED INTO STORM SEWER II 4_ SYSTEM OR LAKE. THE SUBCONTRACTOR SHALL NOTIFY IN �J I C1 8.1 >< WRITING THE OWNER AND THE ENGINEER IN ANY TO BE CONSTRUCTED BY OTHERS. Existing Gas Main CIRCUMSTANCES WHERE THIS CANNOT BE ACCOMPLISHED. 7i 12. ALL FILL AREAS (ENGINEERED FILL) SHALL BE COMPACTED TO X 801 t 7. EXPANSION JOINTS AREA TO BE PLACED AT ALL co D-1557). FILL UNDER THE FOOTING SHALL BE COMPACTED TO AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY (ASTM D-1557). . . ...... . 4- WALK FILL SHOULD EXHIBIT A MAXIMUM DRY DENSITY OF AT LEAST 105 PCF, AND HAVE A LIQUID LIMIT LESS THAN 11 50 AND PLASTICITY INDEX o- t OF LESS THAN 25. SANDY FILL MUST HAVE LESS THAN 15 % FINES INTERSEC TIONS AND BETWEEN WALKS AND PLATFORMS. 00 f90l8'83 GUT _)UVRI13 ARE IU UL EQUALLY SefttU BETWEEN EXPANSION JOINTS, CONTRAC TION JOINTS AND 1238.042 P!�e PERPENDICULAR TO SIDEWALKS AT 5' INTERVALS OR LESS WITH BET 908.44 low- A CONTRACTION JOINT EVERY 20' OR LESS, - - - - - - - - - - - _Oe c, f 8. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO Q_ 8>,jl CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 9. ALL CONSTRUCTION ACTIVITY ON THIS SITE 4" SSD Lot Lateral (Cn(03 TO BE 0 8 �Kl PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. r W 0. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES. 0 0 C LLJ 08.711TC 11. REMOVE AND BACKFILL ALL AREAS WHERE ANY FIELD TILE CROSSES PROPOSED HOUSE PADS. ALL FIELD TILES co INTERCEPTED TO BE PERPETUATED INTO STORM SEWER Existing Trees \��GV� SYSTEM OR LAKE. THE SUBCONTRACTOR SHALL NOTIFY IN �J I C1 8.1 >< WRITING THE OWNER AND THE ENGINEER IN ANY _G -G- Existing Gas Main CIRCUMSTANCES WHERE THIS CANNOT BE ACCOMPLISHED. 7i 12. ALL FILL AREAS (ENGINEERED FILL) SHALL BE COMPACTED TO X 801 AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY (ASTM co D-1557). FILL UNDER THE FOOTING SHALL BE COMPACTED TO AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY (ASTM D-1557). . . ...... . 4- FILL SHOULD EXHIBIT A MAXIMUM DRY DENSITY OF AT LEAST 105 PCF, AND HAVE A LIQUID LIMIT LESS THAN 2.25% 50 AND PLASTICITY INDEX o- • OF LESS THAN 25. SANDY FILL MUST HAVE LESS THAN 15 % FINES z Existing Flowline PASSING A #200 SIEVE. 13. WATERMAIN VALVES SHALL NOT 0 BE LOCATED UNDER PAVEMENT, Ij SIDEWALK OR CURB. 14. 100 YEAR FLOODPLAINS, FLOODWAY FRINGES AND FLOODWAYS: NONE (D D ( - ;r O I 0 1`) 7 r; I 80 Existing Storm Sewer LLJ New Storm Sewer Existing Sanitary Sewer New Sanitary Sewer 000 Existing Contour A.-LEV Existing Elevation moD New Pavement Grade lo oo r All Other Finish Grades Match Existing Grades 94 R z j, E) Storm Structure Number (0) Sanitary Structure Number f90l8'83 GUT 7/05/05_ 1238.042 • Flow Arrow BET 908.44 low- SHEET TITLE: - - - - - - - - - - - 6" Subsurface Drain-Double Wall 33 TC 3 GU T Q_ XREF: 042-BS.DWG, CLUBHOUSE.DWG XREF: PETTIGRU-BS.DWG, CA21.DWG 4" SSD Lot Lateral (Cn(03 STR. # 802 0 8 �Kl Swale r W Water Main 0 0 C LLJ 08.711TC co Existing Trees \��GV� 908.21 CUT �J I C1 8.1 >< r _G -G- Existing Gas Main �j �I 7i INV.=900.60 (15 W) X 801 _..�........ _..._..._.-_. ..._.__..._._..._- ._........... - ................. Existing Telephone Q) STIR. # 803 9. Existing Water Main 2.25% o- < r z Existing Flowline ------ -- /�O - - - - -- Existing Overhead utilities w Emergency Overflow r STORM SEWER DATA b i j 3 m ri I I A R Y I. Q 11 LVERAL STR.# EX. 722 MANHOLE (SEC. 6001) EX. TC=907.91) INV.=899.17 (18" NW) 7 r U F/X_ ITC= 906.98 D 801 STR. # 800 ..j n 0 ..... . ..... ... TC=907.93 7P INV.=899.70 (15" N) 4- =INV.89.7 1 8" SW) 1 V V STIR. # 801 /Z TC=908.17 v UFO INV.=900.00 (15 E) w INV.=900.00 (15" S) 0 0 C> V) 0 ck: _< C> CL C> LU IL 0- LO cm CM L6 CFI C14 1Z (D co Ld Wm M N T No. 10000075 STATE OF C>, .�IVD I AtA P DATE: 7/05/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. COPYRIGHTED BY THE SCHNEIDER CORP. (LO nei • THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering PROJECT NO.: 7/05/05_ 1238.042 DRAWN BY: CHECKED BY: BET SHEET TITLE: a_ DRAWING FILES: N: \1 238\042\DWGS\Cl 03-104.DWG Q_ XREF: 042-BS.DWG, CLUBHOUSE.DWG XREF: PETTIGRU-BS.DWG, CA21.DWG 0 (Cn(03 STR. # 802 a5 A F, TC=907.59 0 0 C LLJ X INV.=900.60 (15" N) �J I C1 8.1 r (-D 7i INV.=900.60 (15 W) X 801 1 ri Q) STIR. # 803 9. LLJ o- TC=908.00 z �6 INV. 900.70 (15 S ) 0 0 C> V) 0 ck: _< C> CL C> LU IL 0- LO cm CM L6 CFI C14 1Z (D co Ld Wm M N T No. 10000075 STATE OF C>, .�IVD I AtA P DATE: 7/05/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. COPYRIGHTED BY THE SCHNEIDER CORP. (LO nei • THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 7/05/05_ 1238.042 DRAWN BY: CHECKED BY: BET SHEET TITLE: DEVELOPMENT PLAN DRAWING FILES: N: \1 238\042\DWGS\Cl 03-104.DWG XREF: 6001-BS.DWG, 6003-BS.DWG XREF: 042-BS.DWG, CLUBHOUSE.DWG XREF: PETTIGRU-BS.DWG, CA21.DWG SHEET NO.: (Cn(03 a5 E-1 z Q) CL-4 O Q) Cz z DATE: PROJECT NO.: 7/05/05_ 1238.042 DRAWN BY: CHECKED BY: BET SHEET TITLE: DEVELOPMENT PLAN DRAWING FILES: N: \1 238\042\DWGS\Cl 03-104.DWG XREF: 6001-BS.DWG, 6003-BS.DWG XREF: 042-BS.DWG, CLUBHOUSE.DWG XREF: PETTIGRU-BS.DWG, CA21.DWG SHEET NO.: (Cn(03 r Z J ,r. J cc c� 0 cc f j 1 F � I r ,r it �+ 9 !r f 0 r,r NOTE: SEE ARCHITECTURAL PLANS BY OTHERS FOR BUILDING DIMENSIONS AND EXACT LOCATIONS OF UTILITY SERVICE LINES. NOTE: CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE — CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED CITY RIGHT -OF -WAY. I IM�I� I� TB M #44 USGS BENCHMARK CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE FARM ENTRANCE. ELEVATION — 893.39 CLAY TOWNSHIP REGIONAL WASTE DISTRICT SANITARY SEWER STRUCTURE NUMBER PREFIX: VWC—N -000 North— Structure number) FOR CONTINUATION SEE SH E I UI U,� HOLEY MOLEY SAYS "DON'T DIG BLINDT "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. 1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. 2. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS FOR EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. 3. STANDARD SPECIFICATIONS FOR THE HAMILTON COUNTY SURVEYOR SHALL APPLY FOR ALL STORM SEWERS. 4. THE SIZE AND LOCATION OF EXISTING 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. 5. SERVICE WALKS SHALL BE NON- REINFORCED CONCRETE 4� THICK AND 4' IN WIDTH. 6. 4' CONCRETE SERVICE WALK ACROSS FRONTAGE OF EACH LOT TO BE CONSTRUCTED BY OTHERS. 7. EXPANSION JOINTS AREA TO BE PLACED AT ALL WALK INTERSECTIONS AND BETWEEN WALKS AND PLATFORMS. SIDEWALK SCORES ARE TO BE EQUALLY SPACED BETWEEN EXPANSION JOINTS, CONTRAC11ON JOINTS AND PERPENDICULAR TO SIDEWALKS AT 5' INTERVALS OR LESS WITH A CONTRACTION JOINT EVERY 20' OR LESS. 8. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 9. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 10. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES. 11. REMOVE AND BACKFILL ALL AREAS WHERE ANY FIELD TILE CROSSES PROPOSED HOUSE PADS. ALL FIELD TILES INTERCEPTED TO BE PERPETUATED INTO STORM SEWER SYSTEM OR LAKE. THE SUBCONTRACTOR SHALL NOTIFY IN WRITING THE OWNER AND THE ENGINEER IN ANY CIRCUMSTANCES WHERE THIS CANNOT BE ACCOMPLISHED. 12. ALL FILL AREAS (ENGINEERED FILL) SHALL BE COMPACTED TO AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY (ASTM D- 1557). FILL UNDER THE FOOTING SHALL BE COMPACTED TO AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY (ASTM D- 1557). FILL SHOULD EXHIBIT A MAXIMUM DRY DENSITY OF AT LEAST 105 PCF, AND HAVE A LIQUID LIMIT LESS THAN 50 AND PLASTICITY INDEX OF LESS THAN 25. SANDY FILL MUST HAVE LESS THAN 15 % FINES PASSING A #200 SIEVE. 13. WATERMAIN VALVES SHALL NOT BE LOCATED UNDER PAVEMENT, SIDEWALK OR CURB. 14. 100 YEAR FLOODPLAINS, FLOODWAY FRINGES AND FLOODWAYS: NONE JLa(aaal�__' NO { 0"n :�..L...F. a,, 000.00 000.00 M 000 (D Existing Storm Sewer New Storm Sewer Existing Sanitary Sewer New Sanitary Sewer Existing Contour Existing Elevation New Pavement Grade All Other Finish Grades Match Existing Grades Storm Structure Number Sanitary Structure Number Flow Arrow -------- - - - - -- 6" Subsurface Drain — Double Wall I- -- 4" SSD Lot Lateral 000.00 • • Swale (0 W Water Main W Existing Trees --- -�: --- Existing Gas Main _.._ _. ......... ....w_...___................_.- ..v......_. Existing Telephone —� f'i Existing Water Main CIO Existing Flowline XREF: PETTIGRU- BS.DWG, CA2I.DWG -------- - - - - - - Existing Overhead Utilities Emergency Overflow NOTE: STORM SEWER CASTINGS TO BE LABELED "DUMP NO WASTE — DRAINS TO WATERWAY" NOTE: NO KNOWN PUBLIC WATER SYSTEMS WITHIN 50' OF PROPOSED SANITARY SEWERS. NO F.E.M.A. OR D.N.R. MAPPED 100 YEAR FLOODWAY OR FLOODPLAIN PER HAMILTON COUNTY, IN, MAP NUMBER 18057CO2026F. 6i z 0 w \`\\��ttu►t u t t ►►t�UU4Z pON T Q��Q`�r,�STER� - No. 10000075 ?� STATE OF DATE: 7/05/05 THIS DRAWING AND THE IDEAS, DESIGNS AND 'ONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. 11 © COPYRIGHTED BY THE SCHNEIDER CORP. (2005)x' Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering O U z w� � z o� � Q z rw x U w DATE: V 1 7/05/05 1238.042 W CHECKED BY: BET rr--� E-+ SHEET TITLE: r' DRAWING FILES: N: \1238 \042 \DWGS \C103- 104.DWG CIO XREF: 042- BS.DWG, CLUBHOUSE.DWG XREF: PETTIGRU- BS.DWG, CA2I.DWG SHEET NO.: (Cn(04 z O d � W Ct O O U z w� � z o� � Q z rw x U w DATE: PROJECT NO.: 7/05/05 1238.042 DRAWN BY: CHECKED BY: BET SHEET TITLE: DEVELOPMENT PLAN DRAWING FILES: N: \1238 \042 \DWGS \C103- 104.DWG XREF: 6001-BS-DWG, 6003- BS.DWG XREF: 042- BS.DWG, CLUBHOUSE.DWG XREF: PETTIGRU- BS.DWG, CA2I.DWG SHEET NO.: (Cn(04 ♦,+ 0-," . 801 POND .f �r L C� c 0 .n x; 00 NOTE: PONS CONSTRUCTION DURING SECTION 6001 MASS EARTH. POST CONSTRUCTION MEASURES COMPLETED AS PART OF THAT PROJECT. NO CONSTRUCTION PAST LIMITS SHOWN. NOTE: RULE 5 REQUIRES ALL DISTURBED AREAS THAT WILL POTENTIALLY BE IDLE FOR 15 DAYS OR MORE TO BE STABILIZED (SEEDED, MULCHED, ETC.) IMMEDIATELY. —WARNING THIS SHEET TO BE USED FOR STORMWATER POLLUTION PREVENTION PURPOSES ONLY. FOR ANY OTHER INFORMATION SEE DEVELOPMENT PLAN. 110011aMENNI TBM #44 USGS BENCHMARK CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE FARM ENTRANCE. ELEVATION — 893.39 \ASSUMED NORTH \SCALE: 1 "=30' 1 HOLEY MOLEY SAYS "DON'T DIG BLINDT BIT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. Existing Storm Sewer c fr 1 . . — . /..-. —N.. . New Storm Sewer Existing Sanitary Sewer New Sanitary Sewer Existing Contour '.: HATCH PATTERN DENOTES TEMPORARY SEEDING ..� HATCH PATTERN DENOTES PERMANENT SEEDING jHATCH PATTERN DENOTES EROSION CONTROL BLANKET BET CURB INLET SEDIMENT BARRIER (TYP) SHEET TITLE: BEEHIVE INLET PROTECTION PREVENTION PLAN DANDY BAG OR EQUAL (TYP) c� STRAW BALES (TYP) �—� SILTATION FENCE -- — CONSTRUCTION LIMITS rs TEMPORARY SEDIMENT FILTER/BARRIER 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 HCSWCD INSPECTOR RECEIVING WATER: JW BRENDLE DRAIN 0 Z CD Q 0 Q 0 V) 0 0 J z Y a M M Q 0 W 0 0 Q zCO 0 >w w O° xo` �TBF o'' %/i �G�S ER No. 10000075 10_ STATE OF c1tr` /ND I AN P �� S....... .... ' /ONAL / /11111 f �� I I11111U1��\ DATE: 7/05/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER 'CORPORATION. QC COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering 0 z W �z CD u U z w DATE: PROJECT NO.: 7/05/05 1238.042 W CHECKED BY: BET I� E--� SHEET TITLE: STORMWATER POLLUTION PREVENTION PLAN DRAWING FILES: c� W XREF: 042- BS.DWG, CLUBHOUSE.DWG XREF: PETTIGRU- BS.DWG, CA2I.DWG SHEET NO.: Cn(CD5 z O �o w LZ E--i O 0 z W �z CD u U z w DATE: PROJECT NO.: 7/05/05 1238.042 DRAWN BY: CHECKED BY: BET SHEET TITLE: STORMWATER POLLUTION PREVENTION PLAN DRAWING FILES: N: \1238 \042 \DWGS \C105.DWG XREF: 6001- BS.DWG, 6003-BS-DWG XREF: 042- BS.DWG, CLUBHOUSE.DWG XREF: PETTIGRU- BS.DWG, CA2I.DWG SHEET NO.: Cn(CD5 CLAY TOWNSHIP REGIONAL WASTE DISTRICT SUMMARY OF LATERAL INSTALLATION REQUIREMENTS All houses, buildings, etc., shall connect to the District's sanitary sewer system within 90 days of notice providing a sewer is within 300 feet for Hamilton County or 100 feet for Boone County of the property line. Only one building may connect to the sewer main per lateral unless otherwise approved by the District. 2. No foundation or other storm water drains shall be interconnected to the sewer lateral installed and connected to the District's sanitary sewer. 3. The existing sewer line from the building to the septic tank may only be used if it is located under a building addition, patio, porch or paved driveway. Air test is required to show if acceptable for re-use. The property owner shall bear the cost of all testing. The District inspector must be onsite for the duration of the air test. 4. The owner or contractor shall notify the District prior to, covering the installed lateral so that the District can make an inspection to determine compliance with the District's sevier use ordinance. Such notification shall be made 24 hours prior to the need for the inspection. If the inspection fails and a second inspection is required, or contractor is not on site for scheduled inspection, or fails to cancel inspection, an additional fee of $100.00 will be due. This must be paid prior to the time of the follow up inspection. 5. Property owners are hereby advised that the County Board of Health regulates the operation and maintenance of private sewage disposal (septic) systems. The County Ordinance provides in part that, upon connection to a public sewer, a septic tank" ... shall be abandoned and filled with earthen material in a safe and sanitary manner." Please contact the appropriate County Board of Health for further information. 6. Acceptable Pipe Materials� PVC PIPE, SDR 35, ASTM D-3034, SIX INCH PIPE PVC PIPE' SDR 21, ASTM D-241, SIX INCH PIPE GASKETS JOINTS ASTM D 3212 GASKETS ASTM F-477 FITTINGS - SDR-26 DUCTILE IRON MECHANICAL COUPLING WITH PROPER FITTINGS. CLEAN OUTS TO BE LOCATED THREE FEET WITHIN THE FOUNDATION AND NO MORE THAN 300 FEET APART. 7. Bedding: Use fill sand or Number 8, 9 or 11 stone Fill material is to be placed from 6 inches below to 6 inches above the pipe The trench should be a minimum of 18 inches wide 8. Laterals shall be installed no closer than 20 feet from water wells unless PVC pressure grade pipe is used meeting SDR 21 and ASTM D-2241. Any proposed installation requiring pressure pipe shall be reviewed and accepted by the District and the District's engineer prior to installation. 9. Where a transition is made between SDR 35 pipe and pressure grade SDR 21 pipe, a ductile iron gasketed mechanical coupling shall be used. 10. Laterals shall terminate within 3 feet of the building unless the conditions in item #3 above are met. No glued pipe shall be installed outside of building foundation walls. 11. Additional information on District standards and specifications may be obtained from the District's office clur�ing business hours of 8:00a.m. to 4:30 p.m. Monday through Friday-. All Distr�ict standards can be located on our web site at Clay Township Regional Waste District 10701 North College Suite A. Indianapolis, Indiana 46280 Phone- 844-9200 Fax, 844-9203 12. Septic effluent shall not be pumped out into the sanitary sewer system. 13. The District shall inspect ALL laterals. Please call the District office at 844.9200 24 hours prior to time of inspection 14. Contractors shall lay 14 gauge-stranded wire the entire length of the lateral. Wire is to be placed on top of the lateral. The District inspector will verify placement of the wire. After inspection, bedding is to be placed on top. 15. Call before you dig. IUPPS 1-800-382-5544, 48 hours prior to digging. Lateral-rev.01 -05akr I--*- STID 2' CHAIR BACK CURB PAVEMENT SECTION STD 2' CHAIR BACK CURB PAVEMENT SECTION It A A It %/All r-\/ t-%11TTC-D A K I n Q FrTin m (r.HAIRRACK CURB) Clay Township Regional Waste District http://www.ctrwdsewers.org/ (317) 844-9200 Fax (317) 8AA-9203 August 2000 CORE- AND SEAL WITH BOOT INSIDE DR DETAIL NOT TO SCALE 15 'D � Lj 0 Mill _0 0 0 _0 0 o L 0 0 0 0 00 - 0 00 0 0 00 0 0 0 000000000000000 0 0 0 0 . 0 0 0 0 o C) E 0 a o 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 0 0 0 0 C) 0 0 (� 0 0 0 0 0 0 0 0 000000000000000 - - I'MY Ld V) 0- LL.= ED Lj M bi > '11tu Lz 0 CHANNEL TRANSMON .—A 0 -0 _of 5'-0" BETWEEN INSIDE DR DETAIL NOT TO SCALE 15 'D � Lj 0 0 L) 0 _0 0 _0 0 0 _0 0 o L 0 0 0 0 00 - 0 00 0 0 00 0 0 0 000000000000000 0 0 0 0 . 0 0 0 0 o C) E 0 a o 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 0 0 0 0 C) 0 0 (� 0 0 0 0 0 0 0 0 000000000000000 - - 0 - — L' 1" H.A.C. SURFACE #11 Y H.A.C. BINDER #9 2" #53 STONE 6" #2 STONE PREPARED SUBGRADE PER INDOT No. 201 MAr01/1K1t_N I nT [DAW�7KAF7NIT -(:ZFrT10r\1 3* to 4' (75mm TO 100mm) HIGH LETTER TO BE STAMPED AS FOLLOWS: S is for Storm Sewer SS is for Sanitary Sewer D is for Subsurface or Base Drain C is for Conduit G is for Gas W is for Water NOTES: 1. Curb to be stamped at all locations where any of the above cross under a curb. 2. Letter to be stamped prior to concrete setting up, whenever possible. 3. Stomp to be a minimum of 1/2 inch (10mm) deep. 01 IDQ (ZTAkA[D 7 ,-Crth Or Sidl-_&olk Sz,-iricce Ccncrete Culrb Or Curb & Cu",_- .�B Woshed Aggrencte- 17 PIPE UNDERDRAIN DOUBLE WALL �i� PTPE UNDERDRAIN (Typical Installotions) NOTE: PIPE SHALIL CON"FOPW TO REOUN'tE��,ENTS OF SE"CTION 90617 OF STANDARD SP;.7C1F1(,'ATI0, "�) r c. � r" L - INSTALLAnO-N REQUIRED: BOTH SIDE' OF PAVEMENT WHERE R-_011jiP17_D BY THE ENIGRIEER- '7,C01-: I"--- V-C " CITY OF CARMEEL STANDARDS— SUB11URFAC.'r"_' DRAIN RETISED_ FI,.-,!j F� E 4'— 0 MIN (SEE PL 1238-042 z Li Ek F. Ld 0 GENERAL DEMS cr Li 5-j =� Ld LLJ (n LLI Ld V) 0- LL.= ED Lj M bi > 0-- Lz 0 2� .—A 0 -0 _of 5'-0" BETWEEN 0 z C14 C tLj,: 0 E4 z P. -0 < TRANSVERSE JOINTS X Ld—A .LLJ Lj C:) 0 F._-.(__)., .4 z SLOPE I - PLAN VIEW 2' CONC. ROLL CURB SECTION A-A WHFFLCHAIR RAMP DETAIL Coimpccted Ecckfill NOTES: FACES MAY BE BATTERED TO FACILITATE SLIP FORMING.. CURE ALL EXPOSED SURFACES. DAMPEN SUBGRADE BEFORE PLACING CONCRETE. Scole: 1 CITY OF CARMEL STANDARDS C01MBINED CONCRETE CURB & GUTTER (TYPE III) REVILSED FICURE. 10-12 TRANSVERSE EXPANSION JOINTS TOP OF CURB \— BOTTOM OF CURB - TRANSVERSE CONTRACTION JOINTS PAVEMENT (20' MAX. SPACING) t-%l IDD InIKIT nFT A I I icy z < _j a- z 1238-042 z Li Ek F. Ld 0 GENERAL DEMS cr Li 5-j =� Ld LLJ (n LLI Ld V) 0- LL.= ED Lj ]LL- bi > 0-- Lz 0 2� > z 5'-0" BETWEEN 0 z C14 C 0 E4 z TRANSVERSE JOINTS C:) 0 PREPARED SUBGRADE 481 TYPICAL SIDEWALK SEC11ON NOT TO SCALE THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE MATERIAL TO THE REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 6" IN DEPTH. SUBGRADE UNDER ALL CURB, SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS. ALL TRANSVERSE JOINTS SHALL BE TOOLED OR SAWED TO 1/4" OF THE WALK THICKNESS. SIDEWALK CONSTRUCTED WITH DRIVEWAY OR ALLEY ENTRANCES SHALL HAVE MIN. THICKNESS OF 6" OR THICKNESS OF THE DRIVEWAY OR ALLEY APRON, WHICHEVER IS GREATER. C1 n C-IA/ A I V r) r_7T A I I CONCRETE SIDEWALK NOT TO SCALE C) V) LLJ cl:-- _j1 T. N o. 10000075 STATE OF �/ON A L DATE: 7/05/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. COPYRIGHTED BY THE SCHNEIDER CORP.(2005) Schne*ider THE SCHNEIDER CORPORAflON 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 7/05/05 1238-042 DRAWN BY: CHECKED BY: BET SHEET TITLE: GENERAL DEMS DRAWING FILES: N: \1 238\042\DWGS\C801 DWG SHEET NO.: C(Oen (U) z r E4 z C:) 0 z C23 DATE: PROJECT NO.: 7/05/05 1238-042 DRAWN BY: CHECKED BY: BET SHEET TITLE: GENERAL DEMS DRAWING FILES: N: \1 238\042\DWGS\C801 DWG SHEET NO.: C(Oen (U) STORMWATER OLLUTION PREVENTION PLAN INDEX Al Plan Index provid?elow A2 11 "x17" Plat demg lot numbers, boundaries and streets is provided separately. A3 Project Type: Chouse A4 Vicinity Map: D.ted on Sheet C100 A5 Legal Descripti of Project Site: Goldwater Park Common Area. A6 Location of opts and proposed site improvements: See Development Plan Sheets C101 -C102. A7 14 Digit Hydr9ic Unit Code: 05120201090060 & 05120201120080 A8 State or Fecal water quality permits: None A9 Specific poir where stormwater discharge will leave the site: The storm sewers are routed through a cention pond prior to discharging into the JW Brendle Drain. The JW Brendle Drains therlows southwesterly. See Site Development Plan Sheets C101 -C102 for more detail. A10 Location ooll wetlands, lakes & water courses on and adjacent to site: JW Brendle Drain is located eaL of the site. See Site Development Plan Sheets C101 -C102. All Receiving Wcers: JW Brendle Drain Al2 Identificatioiof potential discharges to groundwater: none. A13 100 Year Fbdplains, Floodways and Flood Fringes: none. A14 Pre- Constrtion and Post Construction Peak Discharge: 1 year Pre - Construction Peak Discharge = See previously submitted Village of WestClay Section 6001 Pre - Construction Stormwater Pollution Prevention Plan. D year Post Construction Peak Discharge = See previously submitted Village of WestClay Section 6001 Pre - Construction Stormwater Pollution Prevention Plan. A15 Adjacent hand Use: North: Commercial - Village of WestClay Section 6003 South: Single Family Residential - Village of WestClay Section 6001 East: Commercial / Pettigru Drive - Village of WestClay Section 6003/6001 West: Estate Lots A16 Locations and approximate boundaries of all disturbed areas: See Sheet C103 for locations. A17 Identification of existing vegetative cover. See Stormwater Pollution Prevention Plan - Sheets C103. A18 Soils Map including descriptions and limitations: See sheet C803 for soils map, description and limitations. A19 Locations, size and dimensions of proposed stormwater systems: See Site Development Plan Sheets C101 -C102 for proposed storm sewer system. A20 Locations, size and dimensions of any proposed off -site construction activities associated with this project: none A21 Locations of Soil Stockpiles: Stockpile areas shall be located as for away from ponds, existing storm sewer inlets and existing swales as possible. Stockpiles shall not be located closer than 15 feet from property line. Stockpiles shall be immediately seeded and secured with silt fence. A22 Existing site topography. See Site Development Plan Sheets C102. 13 Proposed final topography. See Site Development Plan Sheets C102 for proposed site grading in patterns. an ddr s drainage P ms. a 9 01 Description of potential pollutants sources associated with the construction activities: Silt and sediment from exposed soils, leaves, mulch, vehicular sources such as leaking fuel or oil, brake fluid, brake dust, trash, debris, biological agents found in trash, fertilizers, herbicides, pesticides, acid rain, lime dust and concrete washout. B2 Sequencing of stormwater quality implementation relative to land disturbance activities: This in Village f plan has been created in an effort to eliminate sediment from leaving the e age o WestClay Goldwater Park Amenities project during construction protecting the adjoining properties and the JW Brendle Drain. The Pre - Construction Stormwater Pollution Plan and Pre - Construction Sequencing for the Village of WestClay Goldwater Parise Amenities area were previously submitted with the Village of WestClay Section 6001. See Sheets C106 -C108 of the Village of WestClay Section 6001 Construction Plans regarding Pre - Construction Stormwater Prevention Pollution and Sheet C804 regarding Pre - Construction Sequencing; all items must be completed prior to the start of the construction activities listed below. The Temporary Sediment Basin(s) must be constructed prior to any earthmoving. It shall remain in place until final grading of the associated area commences. 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 pond bank, landscape berms, common areas and swales immediately after grading is completed. 3. Upon completion of mass grading, begin staging for construction of the building. All building materials and potential pollutant sources should be stored as for from the pond and stormwater inlets as possible. 4. Upon completion of mass grading, install sanitary and storm sewers. As storm sewers are constructed, install inlet protection measures. 5. All building roof downspouts shall be extended to have a stable outlet, such as the pond with rip rap, or temporarily street, sidewalk, or a well vegetated area until a permanent outlet is available. 6. Upon completion of sewer installation and inlet protection, proceed with parking lot construction. 7. 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. 7. Once pavement and curbs are in place, install curb inlet sediment barriers. 8. Once inlet protection is in place, final grade all areas. Upon completion of all grading, verify depth of pond per plan requirement, dredge as needed. 9. Final grade and permanent seed all areas disturbed. B3 Stable construction entrance location(s) and specifications: See Stormwater Pollution Prevention Plan Sheets C103 for location and Sheet C803 for construction entrance details and specifications. 194 Sediment control measures for sheet flow areas: See Stormwater Pollution Prevention Plan Sheets C103 for locations of sediment control measures and Sheet C803 for construction details and specifications. B5 Sediment control measures for concentrated flow areas: See Stormwater Pollution Prevention Plan Sheets C103 for locations of sediment control measures and Sheet C803 for construction details and specifications. 136 Strom sewer inlet protection measures, locations and specifications: See Stormwater Pollution Prevention Plan Sheets C103 for locations of inlet protection measures and Sheet C803 for construction details and specifications. B/ Runoff control measures: See Stormwater Pollution Prevention Plan Sheets C103 for locations of runoff control measures and Sheet C803 for construction details and specifications. 38 Stormwater outlet protection specifications: See Stormwater Pollution Prevention Plan Sheets C103 for locations of stormwater outlet control measures and Sheet C803 for construction details and specifications. B9 Grade stabilization structure locations and specifications: See Stormwater Pollution Prevention Plan Sheets C103 for locations of grade stabilization control measures and Sheet C803 for construction details and specifications. 1310 Location, dimensions, specifications and construction details of each stormwater quality measure: See Stormwater Pollution Prevention Plan Sheets C103 for locations of various stormwater quality measures and Sheet C803 for construction details and specifications. B 11 Temporary surface stabilization methods appropriate for each season: See Stormwater Pollution Prevention Plan Sheets C103 for locations of temporary surface stabilization measures and Sheet C803 for construction details and specifications. B12 Permanent surface stabilization specifications: See Stormwoter Pollution Prevention Plan Sheets C103 for locations of permanent surface stabilization measures and Sheet C803 for construction details and specifications. B13 Material handling and spill prevention plan: Purpose: The intention of this Spill Prevention, Control and Countermeasures (SPCC) is to establish the procedures and equipment required to prevent the discharge of oil and hazardous substances in quantities that violate applicable water quality standards, cause a sheen upon or discoloration of the surface of navigable waters or adjoining shorelines, or cause sludge or emulsion to be deposited beneath the I I establishes surface of the water or adjoining shorelines. The P an also estab s es t h e act ivities 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. JW Brendle Drain 2. Drainage System: All storm drainage leaves the development site by swales and closed storm systems which discharges into the JW Brendle Drain which flows southwesterly. 3. Possible Spill Sources (During and post 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 post construction groundwater contamination. The facility does have city sanitary sewer and city water. Alert Procedures for Sys: 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. Cleanui 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: Straw Bale Dam Maintenance Requirements 1. Inspect straw bale dams after each storm event and promptly remove any sediment deposits to insure adequate storage volume for the next rain, taking care not to undermine the entrenched bales. 2. Inspect periodically for deterioration or damage from construction activities and repair immediately. 3. After the contributing drainage area has been stabilized, remove all straw bales and sediment deposits, bring the disturbed area to grade and stabilize it. Silt Fence Maintenance Requirements 1. Inspect the silt fence periodically and after each storm event. 2. If fence fabric tears, starts to decompose or in any way becomes ineffective, replace the affected portion immediately. 3. Remove deposited sediment when it reaches half the height of the fence at it's lowest point or is causing the fabric to bulge. 4. Take care to avoid undermining the fence during cleanout. 5. After the contributing drainage area has been stabilized, remove the fence and sediment deposits, bring the disturbed area to grade and stabilize it. Temporary Sediment Trap Maintenance Requirements 1. Inspect temporary sediment traps after each storm event and immediately repair any erosion and piping holes. 2. Remove sediment when it has accumulated to one -half the design depth. 3. Replace spillway gravel facing when clogged. 4. Inspect vegetation and re -seed if necessary. 5. Check the spillway depth periodically to insure a minimum of 1.5 ft depth from the lowest point of the settled embankment to highest point of the spillway crest and fill any low areas to maintain desired elevation. 6. Promptly replace any displaced rip -rap, being careful that no stones in the spillway are above design grade. 7. After all disturbed areas have been stabilized, remove the structure and sediment, smooth the site to blend with adjoining areas and stabilize it. Sandbag Curb Inlet Barrier Maintenance Requirements 1. Inspect frequently for damage by vehicular traffic and repair if necessary. 2. Inspect after each storm event 3. Remove sediment, without flushing, when it reaches half the height of the barrier. 4. Deposit removed sediment where it will not enter storm sewer drains. Block and Gravel Curb Inlet Protection Maint ?nonce Requirements 1. After each storm event remove the sediment and replace the gravel, replace the geotextle fabric if used. 2. Periodically remove s:,diment and tracked -on soil from the street, without flushing, to reduce the sediment load on the curb inlet protection. 3. Inspect periodically for damage and repair. Keep grates free of debris. 4. After the contributing drainage area has been stabilized, remove the gravel, wire mesh, geotextle 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 sweeping. Flushing should only be used if the water is conveyed into a sediment trap or basin. 5. Repair any broken road pavement immediately. B15 Erosion & sediment control specifications for clubhouse: See Sheet C803 for Construction details and specifications for erosion & sediment control for clubhouse. C 1 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. C2 Sequence describing stormwater quality measure implementation: 1. Post construction water quality BMP's are to be installed during normal construction activies of this project defined within construction documents. A. 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. B. 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 lakes) or storm sewer system. C . It is recommended that a n y proposed wetland o r eas a n d plantings ( if a n y) 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. D. Inspection and maintenance of all common areas and infrastructure improvements is the responsibility of the owner /developer or his designee until improvements ore accepted for maintenance by homeowners association or local agencies. E. 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. 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) include: a. Dention /Retention - Detain stormwater runoff an extended period of time to allow pollutants that are suspended to settle out. Pond 6 serves as a detention /retention facility. b. Vegetated strips and /or swales - Biological and chemical processes in soils and vegetation to filter out pollutants. See Sheets C103 for more detail. c. Permanent erosion control seeding- Biological and chemical processes in soils and vegetation to filter out pollutants. See Sheets C103 for more detail. d. Rock slope protection - Prevent surface erosion resulting in decreased suspended solids. See Sheets C103 for more detail. e. Mulching - Prevent surface erosion resulting in decreased suspended solids. This will be located in landscaped areas. See Landscape Plan for more Detail. It is the intent of this plan that the implementation of the above described storm water quality measures be executed in accordance with the enclosed plans and details in order to meet the requirements of Rule 5 storm water quality. C4 Location, dimensions, specifications and construction details of stormwater quality measures: See Stormwater Pollution Prevention Plan Sheets C103 for locations of permanent stormwater quality measures and Sheet C803 construction details and specifications. C5 Description of maintenance guidelines for proposed water quality measures: See attached BMP Operations and Maintenance Manual. ADDITIONAL STORMWATER POLLUTION PREVENTION MEASURES HICLE & EQUIPMENT MAINTENANC Description and Purpose Prevent or reduce the contamination of stormwater resulting from vehicle and equipment maintenance by running a "dry and clean site ". The best option would be to perform maintenance activities at an offsite facility. If this option is not available then work should be performed in designated areas only, while providing cover for materials stored outside, checking for leaks and spills, and containing and cleaning up spills immediately. Suitable Applications These procedures are suitable on all construction projects where an onsite yard area is necessary for storage and maintenance of heavy equipment and vehicles. Limitations Onsite vehicle and equipment maintenance should only be used where it is impractical to send vehicles and equipment offsite for maintenance and repair. Sending vehicles /equipment offsite should be done in conjunction with a Stabilized Construction Entrance /Exit. Outdoor vehicle or equipment maintenance is a potentially significant source of stormwater pollution. Activities that can contaminate stormwater include engine repair and service, changing or replacement of fluids, and outdoor equipment storage and parking (engine fluid leaks). I_plementation 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 on impermeable surface in a dedicated maintenance area. Place a stockpile of spill cleanup materials where it will be readily accessible. All fueling trucks and fuelling areas are required to have spill kits and /or use other spill protection devices. Use adsorbent materials on small spills. Remove the absorbent materials promptly and dispose of properly. Inspect onsite vehicles and equipment daily at startup for leaks, and repair immediately. Keep vehicles and equipment clean; do not allow excessive build -up of oil and grease. Segregate and recycle wastes, such as greases, used oil or oil filters, antifreeze, cleaning solutions, automotive batteries, hydraulic and transmission fluids. Provide secondary containment and covers for these materials if stored onsite. Train employees and subcontractors in proper maintenance and spill cleanup procedures. Drip pans or plastic sheeting should be placed under all vehicles and equipment placed on docks, barges, or other structures over water bodies when the vehicle or equipment is planned to be idle for more than 1 hour. Properly dispose of used oils, fluids, lubricants, and spill cleanup materials. Do not place used oil in a dumpster or pour into a storm drain or watercourse. Properly dispose of or recycle used batteries. Do not bury used tires. Repair leaks of fluids and oil immediately. Listed below is further information if you must perform vehicle or equipment maintenance onsite. Inspection and Maintenance Inspect and verify that BMPs are in place prior to the commencement of associated activities. While activities associated with the BMP are under way, inspect weekly to verify continued BMP implementation. Keep ample supplies of spill cleanup materials onsite. Maintain waste fluid containers in leak proof condition. Vehicles and equipment should be inspected on each day of use. Leaks should be repaired immediately or the problem vehicle(s) or equipment should be removed from the project site. Inspect equipment for damaged hoses and leaky gaskets routinely. Repair or replace as needed. VEHICLE AND EQUIPMENT 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 an automatic shutoff to control drips. Fueling operations should not be left unattended. Federal, state, and local requirements should be observed for any stationary above ground storage tanks. 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 WASTE MANAGEMENT riDtion and PurDo 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 ADDlications This BMP is suitable for construction sites where the following wastes are generated or stored: Solid waste generated from trees and shrubs removed during land clearing, demolition of existing structures (rubble), and building construction Packaging materials including wood, paper, and plastic Scrap or surplus building materials including scrap metals, rubber, plastic, glass pieces and masonry products Domestic wastes including food containers such as beverage cans, coffee cups, paper bags, plastic wrappers, and cigarettes Construction wastes including brick, mortar, timber, steel and metal scraps, pipe and electrical cuttings, nonhazardous equipment parts, styrofoom and other materials send transport and package construction materials Implementation The following steps will help keep a clean site and reduce stormwater pollution: Select designated waste collection areas onsite. Inform trash- hauling contractors that you will accept only watertight dumpsters for onsite use. Inspect dumpsters for leaks and repair any dumpster that is not watertight. Provide an adequate number of containers with lids or covers that can be placed over the container to keep rain out or to prevent loss of wastes when it is windy. Plan for additional containers and more frequent pickup during the demolition phase of construction. Collect site trash daily, especially during rainy and windy conditions. Remove this solid waste promptly since erosion and sediment control devices tend to collect litter. Make sure that toxic liquid wastes (used oils, solvents, and paints) and chemicals (acids, pesticides, additives, curing compounds) are not disposed of in dumpsters designated for construction debris. Do not hose out dumpsters on the construction site. Leave dumpster cleaning to the trash hauling contractor. Arrange for regular waste collection before containers overflow. Clean up immediately if a container does spill. Make sure that construction waste is collected, removed, and disposed of only at authorized disposal areas. Collection, Storage, and Disposal Littering on the project site should be prohibited. To prevent clogging of the storm drainage system, litter and debris removal from drainage grates, trash racks, and ditch lines should be a priority. Trash receptacles should be provided in the contractor's yard, field trailer areas, and at locations where workers congregate for lunch and break periods. Litter from work areas within the construction limits of the project site should be collected and laced in watertight dumpsters at least weekly, regardless of whether the litter was generated by he contractor, the public, or others. Collected litter and debris should not be placed in or next to drain inlets, stormwater drainage systems, or watercourses. Dumpsters of sufficient size and number should be provided to contain the solid waste generated by the project. Full dumpsters should be removed from the project site and the contents should be disposed of by the trash hauling contractor. Construction debris and waste should be removed from the site biweekly or more frequently as needed. Construction material visible to the public should be stored or stacked in an orderly manner. Stormwater runon should be prevented from contacting stored solid waste through the use of berms, dikes, or other temporary diversion structures or through the use of measures to elevate waste from site surfaces. Solid waste storage areas should be located at least 50 ft from drainage facilities and watercourses and should not be located in areas prone to flooding or ponding. Inspection and Maintenance Inspect and verify that activity -based BMPs are in place prior to the commencement of associated activities. While activities associated with the BMP are under way, inspect weekly to verify continued BMP implementation. Inspect BMPs subject to non - stormwater discharge daily while non - stormwater discharges occur Inspect construction waste area regularly. Arrange for regular waste collection. The following steps will help reduce stormwater pollution from concrete wastes: Discuss the concrete management techniques described in this BMP (such as handling of concrete waste and washout) with the ready -mix concrete supplier before any deliveries are made. Incorporate requirements for concrete waste management into material supplier and subcontractor agreements. Store dry and wet materials under cover, away from drainage areas. Avoid mixing excess amounts of fresh concrete. Perform washout of concrete trucks offsite or in designated areas only. Do not wash out concrete trucks into storm drains, open ditches, streets, or streams. Do not allow excess concrete to be dumped onsite, except in designated areas. For onsite washout: - Locate washout area at least 50 feet from storm drains, open ditches, or water bodies. - Do not allow runoff from this area by constructing a temporary pit or bermed area large enough for liquid and solid waste. - Wash out wastes into the temporary pit where the concrete can set, be broken up, and then disposed properly. - Avoid creating runoff by draining water to a bermed or level area when washin g concrete to remove v e fine p articles and e x pose the aggregate. - Do not wash sweepings from exposed aggregate concrete into the street or storm drain. Collect and return sweepings to aggregate base stockpile or dispose in the trash. DEWATERING AND PUMPING N P RATI OE OS Description and Purpose Dewatering operations are practices that manage the discharge of pollutants when non - stormwater and accumulated precipitation must be removed from a work location so that construction work may be accomplished. Suitable Applications These practices are implemented for discharges of nonstormwater from construction sites. Non - stormwaters include, but are not limited to, groundwater, water from cofferdams, water diversions, and waters used during construction activities that must be removed from a work area. Practices identified in this section are also appropriate for implementation when managing the removal of accumulated precipitation(stormwater) from depressed areas at a construction site. Limitations Site conditions will dictate design and use of dewatering operations. The controls discussed in this best management practice (BMP) address sediment only. The controls detailed in this BMP only allow for minimal settling time for sediment particles. Use only when site conditions restrict the use of the other control methods. Dewatering operations will require, and must comply with, applicable local permits. Implementation Dewatering discharges must not cause erosion at the discharge point. A variety of methods can be used to treat water during dewatering operations. Several devices are presented below and provide options to achieve sediment removal. The size of particles present in the sediment and Permit or receiving water limitations on sediment are key considerations for selecting sediment treatment option(s); in some cases, the use of multiple devices may be appropriate. Sediment Basin G %ES_rip tior: A sediment basin is a temporary basin with a controlled release structure that is formed by excavation or construction of an embankment to detain sediment -laden runoff and allow sediment to settle out before discharging. Sediment basins are generally larger than Sediment Traps. Appropriate Applico tions: Effective for the removal of gravel, sand, silt, some metals that settle out with the sediment, and trash. irrmp;'ernen to tior: 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. Vi/'r te,� orce: 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 boscrlp lion: A sediment trap is a temporary basin formed by excavation and /or construction of an earthen embankment across a waterway or low drainage area to detain sediment -laden runoff and allow sediment to settle out before discharging. Sediment traps are generally smaller than Sediment Basins. Appropriate App %icatiors: Effective for the removal of large and medium sized particles (sand and gravel) and some metals that settle out with the sediment. lmp/emcn to liar: Excavation an construction d 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. Moir, tenorce: Maintenance is required for vegetation, embankment, inlet and outfall structures, as well as other features. Removal of sediment is required when the storage volume is reduced by one - third. Gravity Bag Filter Uescrip 60!n: 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. Approprio to Applico bons: Effective for the removal of sediments (gravel, sand, and silt). Some metals are removed with the sediment. lmplemen tction: 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. Mai.ntenc,�ce: 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 Evaluation followina a rainfall Yes Date of Inspection: No If ves. date the ruin stnnned- Inrha. No. PROBLEM or CONCERN YES NO N A 1. Is the site information posted at the entrance? SHEET TITLE: STORMWATER POLLUTION 2. Are all necessary permits attained and special provisions being implemented? N: \1238 \042 \DWGS \C802- 803.DWG SHEET No.: (C ('t'�))) (0) 2 3. Is a construction entrance installed? Is it effective? Is it enough 4. P e Public private streets ar t t are clean? o 5. Are appropriate practices installed where stormwater leaves the site? U 6. Silt fence is entrenched into the round? Z 7. Silt fence is upright? Fabric and stakes meet specifications? Fabric is not to torn? Z W P Z �R:: Terminated to higher round? Property joined at ends? Q z � a �� Q z 8. Sediment basins and traps are installed according to the Ian? The pipe or rock spillway is functional? �- l �� M W Q � � 9. The earthwork for erosion and sediment control practices is properly graded, seeded and /or mulched? = U 4 U = U 10. I Diversions swales and/or waterbars are installed to plan and protected? �; 11. Perimeter practices have adequate capacity and do not need to be cleaned out? W 12. Inlet protection is installed on all functional inlets? not filter fabric under rate - I= 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. Swales and ditches have been stabilized or protected? 19. 1 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 ro erl re ared for seeding? 27. Hard or soft armoring is installed where natural vegetation will erode? 28. Water pumping operations have a protected outlet and discharge water is clear? 29. A designated washout is established for concrete trucks? 30. I No sediment leaving washout area? 31. A dumpster is onsite for trash disposal? 32. Fuel tanks and other toxic materials are safely stored and protected? 33. Smaller construction sites not required to file a separate NOI are corn I iinq with the overall Ian? 34. ALL PROBLEMS OR CONCERNS NEED TO BE ADDRESSED WITH A CORRECTIVE ACTION Identify the problem by number and /or provide additional explanation as needed. Developer Representative contacted, name and date: Contractor Representative contacted, name and date: Report Submitted by. Date: Date: Date: &i z O cn w Of \\\`\ X�v \ \ \ \ \ \ \ \11111IIttIIIIl /Il /Z/ /�i //i 0�.. T .Bfi %% Q -- -G \STE,Q ,� Q' - '� �. � o F No. 10000075 = �0 STATE OF V�,n /ND►ANP...... �<v ��i �s �� I % %,,S70NAL ��,o��• �// // I I I l l I l I 1 11111111 \ \\ \\ 9000• 31t4wee4 DATE: 7/05/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: V 1 7/05/05 1238.042 DRAWN BY: CHECKED BY: W SHEET TITLE: STORMWATER POLLUTION PREVENTION DETAILS 4---1 N: \1238 \042 \DWGS \C802- 803.DWG SHEET No.: (C ('t'�))) (0) 2 �� 12 �� CIO W o r4 U -+-') _<� Z Q9) W Z W P Z �R:: N F--� -� _<� Q z � a �� Q z C_ � O �- l �� M W Q � � ^1 4 = U 4 U = U za0 W �; W r 4 r----q _< - I= I--� O DATE: PROJECT NO.: 7/05/05 1238.042 DRAWN BY: CHECKED BY: JLF SHEET TITLE: STORMWATER POLLUTION PREVENTION DETAILS DRAWING FILES: N: \1238 \042 \DWGS \C802- 803.DWG SHEET No.: (C ('t'�))) (0) 2 Br - Brookston silty clam, Soil Description and Characteristics: The main soil feature, �t adversely affect engineering uses of this soil are a seasonal high water f potential frost action, moderate shrink -swell potential and moderate permety. This soil has severe limitations for building sites. The site needs to be artificicdralned and protected from flooding. Dwellings with basements should not be consted on this soil. This soil has severe limitations for local roads and streets becauFf seasonal high water table and high potential frost action. The base material for Js and streets should be replaced or strengthened with suitable material. CrA - Crosby sioam, Soil Description and Characteristics: The main soil lures that adversely affect engineering uses of this soil are a seasonal high ter table, high potential frost action, moderate shrink -swell potential and moderateermeability. This soil has severe limitations for building sites. The site needs to be tificially drained to prevent wetness from becoming a problem. Dwellings witbasements should not be constructed on this soil. This soil has severe limitations local roads and streets because of seasonal high water table and high potential fot action. The base material for roads and streets should be replaced or strengtherd with suitable material. Note: SI Descriptions and Characteristics shown were taken from the Soil Survey of Hamiltc County, Indiana USDA Soil Conservation Service. Recolmendations and methods to overcome soil limitations: Lim:ations for local roads, streets and dwellings because of seasonal high water table anchigh potential frost action can be overcome by the use of curb underdrains, suk -base strengthening or lime stabilization. Swales which sever the surface drainage ca; also help. High water tables can be overcome with respect to basement costruction with the use of perimeter foundation drains and sump pumps. Refer to the site construction drawings and details for specific information related to the poposed infrastructure improvements on this site. DANDY 13AU Installation and Maintenance Guidelines Installation: The empty Dandy Bag ® should be placed over the ;rate as the grate stands on end. If using optional oil absorbents; place absorbent pillow in pouch, on the bottom 'below -grade side) of the unit. Attach absorbent pillow to tether [oop. Tuck the enclosure flap inside to completely enclose the ;rate. Holding the lifting devices (do not rely on lifting devices Lo support the entire weight of the grate), place the grate into its frame. Maintenance: Remove all accumulated sediment and debris from surface and vicinity of unit after each storm event. Remove sediment that has accumulated within the containment area of the Dandy Bag I8` as needed. If using optional oil absorbents; remove and replace absorbent pillow when near saturation. DANDY BAG LIFTING -C STRAPS ALLOW EASY MOVEMENT OF UNIT WITH GRATE FLAP FOLDS OVER 7 TO ENCLOSE GRATE VELCRO STANDARD FABRIC IS AN ORANGE WOVEN MONOFII NT z-- DANDY BAG® F- r =•.�_� 1 1 \V, L, \, , LJ / W 1 h St DRAINAGE SWALE 1000 sq. ft. (approximately 1000 pounds per acre) or fertilize according to SILT FENCE � /...... � ._,� .9( "E� � � t !'r J- _ ..- J +• 9�_v _ x / � i � i F �/'� "1 _ .. �\ 'r .\9th` i•ti. �.... kf ' t r - 1 l ...fj cr, _�rr :e ; 2 d J1 t., jku Seeding Select a seed mixture based on projected use of the area (Figure 5 -2), J '- ) ` 1 7 > - c r . .J 1 ! a rt : wl r and highways, see Figure 5 -4 this sheet before final selection. Figure 5 -2: Permanent Seed Mixtures Non -Irrig iP�.�, r • .t _J �+^^- G4 . =v. £^: i.y . •4 E.� _ r� � 2 _ U. C111111 V ■ IN v v vrM�� CROSSBARS BEEHIVE INLET OR DRAINAGE COVER 24" 1- W W LATHS N SILT FENCE MATERIAL- SILT FENCE EXTENDS 6" BELOW FINISHED GRADE NOTE: �W� 1. SEE SILT FENCE DETAIL FOR MATERIAL SPECIFICATIONS. 2. SILT FENCE SHALL BE PREASSEMBLED BY SUPPLIER. INLET PROTECTION - SILT FENCE SILT FENCE X 10' ± TYPICAL -- X /r,1 d�% A I - rt-Nnc%nii C%_rn nI /nII C" o° \ . p • O . p °O • p o °O ;o °0e o ° ° ;o opo PUBLIC ROAD °0 °° 0 * ° °•° °•O ° °'O °°' 50' (MIN) °'O °°'o °O'O °O :°° • \ O °O 0..*0-**0- O O .0-0. • O. pLo*-. -o. p° O•°• O• o • •o•° ep••O•oe° .•eD •• D0 . • . ° D 0 •• D• .•O De . • Dsp •.• •° O • e • ° p ° • • O . ° p O ° ° • ° • 0 • ° • ° ° O . O • ° . • ° ° • O ° ° , ° O O . p ° O • O • ° • O • ° • p ° ° • p • ° • p ' ° • p • ° • 0 • ° • ° o ' .0 °. 0 °,.00 °0 ••o °O•o °• o' 0 00.00 .° 0 •0 .00.0 °.p °o. 0• 000000.0 0 ° o °o°O ° O O.O °O.0 O.O °O•e O° . °.. °. o;••D• p ° °. °O.p °O.p °0•p °o ;o °O•o° •.e e•e �° e D. °•° •0.0°0. 0°0.0 DO.0 °0.0° 0.0° O•o °0•0.0.0 0.0° 6° (MIN) •a;e e ° °'° ° °° °.0 °. ° ;° O • O O O •;e °O • O .;e 12' (MIN) 2 " -3" COARSE °= AGGREGATE GEOTEXTILE FABRIC TO STABILIZE FOUNDATION (ESPECIALLY IMPORTANT WHERE WETNESS IS ANTICIPATED) ENTRANCE DETAIL SIGN TO INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA -,- BERM AROUND PERIMETER 12' COMPACTED EMBANKMENT MATERIAL TYP. 12° MIN G ROUND SURFACE 77 7zz�l 3:1 OR FLATTER J SIDE SLOPES Apply lime to raise the pH to the level needed for species being 1 1 \V, L, \, , LJ / seeded. Apply 23 pounds of 12 -12 -12 analysis fertilizer (or equivalent) per DRAINAGE SWALE 1000 sq. ft. (approximately 1000 pounds per acre) or fertilize according to SILT FENCE test. Application of 150 lbs. of ammonium nitrate on areas low in organic - matter and fertility will greatly enhance vegetative growth. Wheat or Work the fertilizer and lime into the soil to a depth of 2 -3 inches Oats with a harrow, disk or rake operated across the slope as much as possible. � aK R Annual ) 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- CZ 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 Non -Irrig Species Seeding Rate Suitable pH Site Suitability* Irrigated lbs/acre lbs/1000 well sq. ft. Droughty Drained Wet Dormant Seeding 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 Q z Red Clover ** 5 .12 Q z 3. Kentucky Bluegrass 15 .4 5.5 -7.5 2 1 Creeping Red Fescue 15 .4 Q Steep Banks and Cuts Q) 4. Tall Fescue 15 .4 5.8 -7.5 2 1 2 � Kentucky Bluegrass 25 .6 d 5. Tall Fescue 35 .8 5.5 -8.3 2 1 W Emerald Crownvetch ** 10 .25 Lawns and High Maintenance Areas Cd 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. NOTES: 1. CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE. 2. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA, AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS. 6" HIGH, 12' WIDE GEOTECTILE FABRIC FILLED NTH No.2 STONE. (FABRIC -NUTEC 3. THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS 3NW SILT FENCE FABRIC OR APPROVED EQUAL) NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE. ONE FOOT OVERLAP 4. AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED ONTO THE CURB OF AT AN APPROVED WASTE SITE 5. WHEN THE CONCRETE WASHOUT ARE IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE INSPECTOR. SEEDING - i fill 6" MIN. TURN DOWN _II 111 III EROSION CONTRCL BLANKET (11 (NORTH AMERICAN GREEN S -75 OR EQUAL) EXISTING GRADE ill EROSION CONTROL MATTING DETAIL A B C 3' 1 1/2' 3' 1 1/2' 3' 1 STAPLE PER SQ. YD. 1 -1/2 STAPLES PER SQ. YD. 2 STAPLES PER SQ. YD. GENERAL STAPLE RECOMMENDATIONS ADDITIONAL STAPLES AS 300 .... ... ......... .::::.::: REQUIRED DUE TO DEPTH OF FLOW. 275 .'.:.:.:.'.::::::::: :::::::::::::: 250-:-*-'-' 225 B .'.. :..... : : : : : : : :• : : :• : :• :: • : : :• : : 200 .'.'.'.'.'.' • : :: :. :. ' : :• : :• : : :• : :• • : :.. SLOPE 175 ............:.:......... C LENGTH 150 C :•:: (FT) 125 B.' : :...... : : : : : : : : : : : : : : :...... ® X 1OO x 75 A 5o A :.:.'B'•:• 25 B ' CHANNEL LININGS UTILIZE STAPLE PATTERN 'C' 0 WITH ADDITIONAL STAPLES ON SIDE SLOPES AT 4:1 3:1 2:1 1:1 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. ON SLOPE APPLICATIONS, THE TOP OF THE EDGES OF THE BLANKET SHOULD THE BLANKET SHOULD BE 'SLOTTED IN' BE BUTTED AGAINST EACH OTHER, THE ABOVE THE BREAK OF THE SLOPE OR AT EDGES OF THE SOC225 SHOULD BE A MINIMUM, STAPLED IN PLACE WITH OVERLAPPED 2'. STAPLES 6' APART ON THE END OF THE BLANKET. 3 R( THE BLANKET SHOULD NOT BE OI STRETCHED BUT ALLOWED TO LAY - Of LOOSELY ON THE SOIL SURFACE TO ACHIEVE MAXIMUM BLANKET TO SOIL ho CONTACT. 7", ROLL BLANKETS OUT IN DIRECTION r rr Wem7 n M 15 HIGH VELOCITY CHANNEL APPLICATIONS. CHECK SLOTS SHOULD BE ESTABLISHED EVERY 35 - 40'. THE SLOTS SHOULD BE 6' WIDE BY 6' DEEP WITH THE BLANKET STAPLED IN THE BOTTOM OF THE SLOT, THEN BACKRLLED AND SEEDED. 4 ON LONG SLOPES, THE ENDS OF THE BLANKETS SHOULD BE OVERLAPPED 4 - 6' IN A 'SHINGLE EFFECT. 6 PREPARATION OF THE SEED BED, INCLUDING APPLICATION OF LIME, FERTILIZER AND SEED SHOULD BE CONDUCTED AS NORMAL PRIOR TO INSTALLATION OF BLANKET. RUN OFF CURB INLET SEDIMENT BARRIER N 0 SCALE NOTE: START BLANKET AT TOP OF THE SWALE AND ROLL IN THE DIRECTION OF THE WATER FLOW IN THE SWALE. REFER TO MANUFACTURER'S RECOMMENDATIONS FOR CHANNEL PLACEMENT AND STAPLE 2 stakes (typ) per bale PATTERNS- bindings to be placed parallel VARIES to ground GRADE GRADE (NEW OR EXISTING) I 3.25- �I 125' I OpE /-(NEW OR EXISTING) �T�I II I III Mq 3' SLOP -� PX 1 l �S -75 EROSION CONTROL SEEDED AND -II r- BLANKET AS MANU. BY HOLEY MOLEY SAYS Temporary Seeding and Stablization Dates C C DON'T Feb Mar Apr May Jun Jul !Aug Sep Oct Nov Dec DIG F®R BLIND" Permanent Seeding Date ITS THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG ated* 1 -800- 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IC- 8- 1 -26 -1 ET SEQ. AS AMENDED AND SUPPLEMENTED, ** M IT IS AGAINST THE LAW TO EXCAVATE Irrigation needed during this period. To control WITHOUT NOTIFYING THE UNDERGROUND erosion at times other than in the shaded areas, LOCATION SERVICE TWO (2) WORKING use mulch. DAYS BEFORE COMMENCING WORK. * Late summer seeding dates may be extended 5 days if mulch is applied. ** Increase seeding application by 50 %. NOTE: MULCHING REQUIRED WHEN ACTUAL COND11ONS HAMPER THE ESTABLISHMENT OF VEGATATIVE GROUND COVER. FIGURE 5-3 Temporary Seedings - Kind of Seed 1000 Sq. Ft. Acre Remarks - Wheat or Rye 3.5 lbs. 2 bu. Cover deep 1" to 1 Spring Oats 2.3 lbs. 3 bu. Cover seed 1" deep - Annual ryegrass 1 Ib. 40 Ibs. Cover seed 1 /4 "deep* * Not necessary where mulch is applied. SILT FENCE Silt Fence shall be a machine produced, non -woven geotextile of 100% polypropylene meeting the physical properties below. All stakes shall be 2" X 2" hardwood 36" tall with 24" tall lath stapled to stakes over fabric as reinforcement. All silt fence shall be prefabricated by the supplier. No field assembly will be accepted. Fabric Weight ............................. .............................. 4 oz /syd '• '.�'� '� flow Grab Strength ........................... ............................... Warp 125 lbs. • .' • .' straw bale Elongation ................................. ............................... Warp 50 % d'. Trapezoidal Tear Strength ........ ............................... 50 lbs. Burst Strength .......................... ............................... 200 psi p UV Resistance ........................... ............................... > 70 % A. 0. S .......................................... ............................... 50-80 Plan Slurry Flow Rate ....................... ............................... 225 gpm /sq. ft (n.t.s.) Sediment Retention .................. ............................... 75 % stake (typ) /-Stakes ® 5' O.C. _-straw bale 51, 3 " -6 "undertoe STRAW MULCHED �� NORTH AMERICAN GREEN OR APPROVED EQUAL Profile EROSION CONTROL MA TTING DETAIL FOR REAR YARD SWALE SCALE: NONE SEDIMENT FILTER DETAIL DROP INLET PROTECTION REAR YARD DRAINAGE SWALE ••° •°• °•• ° °° -°° PERIMETER PROTECTION: SILT FENCE 0 o 0 0 0 0 0 ° o\ ° AREA TO BE TOPSOILED, SEEDED AND MULCHED BY OWNER AT COMPLETION OF CONSTRUCTION (TYP.). SIDE YARD /�- DRAINAGE SWALE O ° 0 EXISTING CURB & GUTTER PERIMETER PROTECTION: SILT FENCE INLET PROTECTION STREET SAMPLE EROSION /SEDIMENT CONTROL PRACTICE PLAN FOR A TYPICAL ONE- OR TWO- FAMILY DWELLING UNDER CONSTRUCTION PS Silt Fence Material Fence Post -, CV Ground Surface I I I Fence Post Should It Fence Material Should be Buried 1' Below be Buried 6" Below Ground Ground Surface Surface. SILT FENCE DETAIL NTS INnimnuAl I OT EROSION CONTROL -°° 1 1 \V, L, \, , LJ / DRAINAGE SWALE SILT FENCE 0 - FINISHED DRAINAGE EXISTING DRAINAGE - � aK I TREE CONSERVATION DROP INLET PROTECTION 1 SOIL SALVAGE AND / UTILIZATION PS PERMANENT SEEDING I I CURB INLET b-b PROTECTION GRAVEL ENTRANCE/ EXIT PAD (VISIONS FOR EROSION AND SEDIMENT CONTROL ON INDIVIDUAL BUILDING LOTS: The individual lot operator, whether owning the property or acting as the agent of the property owner, shall be responsible for erosion and sediment control requirements associated with activities on individual lots. Z. Temporary seeded areas established by the developer shall be maintained by the homebuilder and his sub - contractors. Silt fences previously installed will be maintained. 3. Installation and maintenance of a stable construction site access drive from the house /site to the street /alley shall be installed, consisting of Number 2 Stone, 6" thick and a minimum of 12' wide. Top dress as needed. This shall be utilized for access to the house and any mud or dirt tracked into the street /alley shall be promptly removed and placed in a stable area. Water shall not be used to flush silt, mud or debris into the storm sewer system. 4. Installation and maintenance of appropriate perimeter erosion and sediment control measures prior to land disturbance. A silt fence is to be installed along the back of curb at the front property line and along the alley or at the edge of the rear drainage easement. The silt fence shall be maintained until permanent vegetation (grass) is established. 5. Sediment discharge and tracking from each lot must be minimized throughout the land disturbing activities on the lot until permanent stabilization has been achieved. 6. Clean -up of sediment that is either tracked or washed onto roads. Bulk clearing of sediment shall not include flushing the area with water. Cleared sediment must be redistributed or disposed of in a manner that is in compliance with all applicable statutes and rules. 7. Adjacent lots disturbed by on individual lot operator must be repaired and stabilized with temporary or permanent surface stabilization. 8. When time is appropriate , and as soon as possible, roof down spout extenders of a non - perforated drain tile should be extended to the street or other solid outlet until a lawn is established. 9. For individual residential lots, final stabilization meeting the criteria of Rule 5 will be achieved when the individual lot operator: a. Completes final stabilization; or b. Has installed appropriate erosion and sediment control measures for an individual lot prior to occupation of the home by the homeowner and has informed the homeowner of the requirement for, and benefits of, final stnhili7ntion. z 0 Cf) LLJ a✓ .�``� \moo . . .1' G \STE j No. 10000075 STATE OF 'C\ N ! .. D I AN P .. •��\�\ ANAL i � L. DATE: 7/05/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Schne*ider 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 1 I6D Y1111 11v1\ 1 .UIL11LJ DRAWING FILES: N: \1238 \042 \DWGS \C802- 803.DWG SHEET NO.: C O(D C3 V 1 W F -� CZ W C5 E- -i Q z C Q z O : Q Q) (24 � � U d b_0 W Cd E-1 w 0 1 I6D Y1111 11v1\ 1 .UIL11LJ DRAWING FILES: N: \1238 \042 \DWGS \C802- 803.DWG SHEET NO.: C O(D C3 cri z 0 w a✓ , xU111IIIItl111Uiiiii,�ii �LQ' �1STER�; NO. =� 10000075 STATE OF /4NAL E� 1 DATE: 7/05/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering 8. Earth Work Balance STORM SEWER SYSTEMS W EARTHWORK The Contractor shall confirm all earthwork quantities prior to start of construction. If an excess or shortage of earth is encountered, the Contractor shall 13. All mandrel testing shall be observed by a professional engineer 1. SCOPE OF WORK STREETS H. Curing Concrete - Except otherwise specified, 1. SCOPE OF WORK confirm with the Owner and Engineer the requirements r-� representative for certification and a representative of the District. The work under this section includes all storm sewers, cure al! concrete by one of f the methods described in Section 501.17 of the Indiana Department of for stockpiling, removal or importing of earth. E-4 Z storm water inlets, and related items, including Transportation Specifications, latest revision. A. Extent: The work required under this section 14. The ends of laterals are to be plugged tight with a braced plastic disc excavating and backfilling, necessary to complete the Q z consists of all excavating, filling, rough grading Minor adjustments to the grades may be required to or cap capable of withstanding a low pressure air test without leakage. work shown on the drawings. 1. SCOPE OF WORK I. Bituminous Pavement -Hot asphalt concrete and related items necessary to complete the work indicated on the drawings and described in the earthwork balances when minor excess material or shortages are encountered. It is recognized by the 15. Bedding for flexible pipe shall be No. 8 crushed stone from 6- inches 2. MATERIALS The work required under this section includes all pavement shall specified in Section 403 specifications. The Contractor shall notify in parties hereto that the calculations of the Engineer P 9� below the pipe to 12- inches above the pipe. Bedding for rigid pipe shall concrete and bituminous paving and related items comply it and must com I with Section sports of P y the Indiana Department of Transportation writing the owners and the Engineer of any changes, in determining earthwork quantities shall be ac- be No. 8 crushed stone from 6- inches below the pipe to the spring line of A. Storm Sewers necessary to complete the work indicated on drawings Specifications latest revisions. Paving will not errors, or omissions found on the plans or in complished in accordance with the American Society of the pipe and from this point to 12- inches above shall be fill sand or P p P and described in the specifications, including but not P g be permitted during unfavorable weather or when the field, before work is started or resumed. Civil Engineers Standards for such calculations. equivalent. Manholes shall be laced on no less than 6- inches of No. 8 P 1. Reinforced concrete sewer pipe shall confirm limited to: degrees the temperature is 40 de F. and falling. P g g. Further, that these calculations are subject to the crushed stone bedding. to ASTM C -76 latest revision, with joints interpretations of soil borings as the physical limits conforming o ASTM C -443 latest revision. All streets, parking areas in contract limits J. Compacted Aggregate Subbase - the thickness shown 1. In general, the items of work to be of the various soil types, also the allowable variation 16. Water and sewer line crossings and separations shall be in accordance When storm pipe is submerged P P 9 Curbs and gutters on the drawings is the minimum thickness of the performed under this section shall include: P in finish grade and compaction permitted the contractor, with 3271AC 3 -6 -9. Sidewalks and concrete slabs, exterior steps g fully compacted subbase. Compaction shall be clearing and grubbing, removal of trees and an d that all of these parameters may cause either an excess or shortage of actual earthwork materials to Sec. 9. (a) Sanitary sewers shall not be located within ten (10) feet of B. Manholes 2. MATERIALS accomplished by rolling with a smooth wheeled stumps (where required), protection of trees to remain, stripping and storage of topsoil, complete the project. If such an actual minor excess or any existing or proposed water mains, when measured horizontally from the outside edge of the sanitary sewer to the outside edge of an g Y g Y 1. Precast reinforced concrete manhole sections roller weighing 8 to 10 tons. Compact to 90% 9 9 P compaction using Standard Testing Procedures. fill compaction and rough grading of entire shortage of materials occurs, the contractor shall existing and proposed water mains, unless the sanitary sewers and water g p P y and steps shall conform to ASTM C -478 latest ready-mixed A. Concrete - Concrete shall be read mixed concrete Along curbs, headers and walls and at all laced g P site. the engineer to determine if adjustment can be main comply with the following: revision. and shall be a mix of proportioned fine and not accessible to the roller, the aggregate made to correct the imbalance of earth. coarse aggregates with Portland cement and water. (1) The sanitary sewer and water main must cross with the sanitary 2. Casting shall be of uniform free Minimum cement content shall be 6 bogs per cubic g P material shall be tamped with mechanical tampers 2. Excavated material that is suitable may be sewer and water main separated by a minimum of eighteen (18) inches quality, from blow holes, hard spots, yard of concrete and maximum water content shall or with approved hand tampers. used for fills. All unsuitable material and all surplus excavated material not required measured vertically from the outside edge of the sanitary sewer to the porosity, shrinkage distortion or other defects. They be 5.5 U.S. gallons per sack of cement, including g P g shall be removed from the site. The outside edge of the water main. g (2) The crossing specified in subdivision (1) must be at a minimum shall be smooth and well cleaned by shot moisture in the aggregate. Slum for normal p weight concrete shall be a maximum of 4 inches location of dump and length of haul shall be angle of forty -five (45) degrees measured from the center lines of the - blasting or by some other approved method. The shall be with halt y e coated asphalt and a minimum of 2 inches. the slump of machine the Contractor's responsibility. TYPICAL SANITARY SEWER SPECIFICATIONS sanitary sewer and water main. . which shall result in a smooth coatin g placed concrete shall be no less than 1 -1/4 3. Provide and any additions! fill TO BE USED FOR PRIVATE SEWER DEVELOPMENT (3) The conditions specified in subdivisions (1) and (2) must be , tough and tenacious when cold, not tacky or inches nor more than 3 inches. Standard test place material from off the site as may be WITHIN CLAY TOWNSHIP REGIONAL WASTE DISTRICT maintained for a minimum distance of ten (10) feet from either side of brittle. They shall be gray iron meeting ASTM C -143 shall be used to measure slump. necessary to produce the grades required. the sanitary sewer as measured from the outside edge of the sanitary ASTM A -48 latest revision. Compressive strength of concrete at 28 days shall Fill obtained from off site shall be of kind REVISED MAY, 2002 sewer to the outside edge of the water main. be 4000 psi. All exterior concrete shall have and quality as specified for fills herein (b) A shorter separation distance than that specified in subsection (a) is 3. Joints - Manhole sections shall be jointed air entrainment of 5% to 8% by volume per ASTM C and the source approved by the Owner. allowed if the following is conducted within the separation distances with rubber type gaskets. The rubber type -260. Retemoncr of delivered concrete will not 1. Standard specifications 327 IAC 3 shall apply for all work and materials. specified in subsection (a): gaskets shall meet ASTM C -443 latest C be allowed. Concrete shall be composed of: 4. The Contractor shall accept the site as he Inspection service shall be provided by Clay Regional Waste District. revision. When manhole and storm pipe are continuously in water. 1. Portland cement - Conforming to ASTM C -150, finds it and shall remove all trash, rubbish The following specifications and construction plan details denote requirements (1) The sanitary sewers meet all water main pressure testing Type IA or Type IIIA. and debris from the site prior to starting for materials and installation methods per 327 IAC 3. requirements as described in 327 IAC 8- 3.2- 17(a). excavation. (2) The sanitary sewer shall be constructed of materials in C. SUBDRAINS 2. Aggregates: Conforming to ASTM C -33 B. Work not included: The following items of 2. Sanitary sewer pipe shall be PVC in accordance with ASTM D -3034 conformance with one (1) of the following: 1. Perforated plastic pipe subdrains shall related work are specified and included in other (S.D.R. 35) and ASTM 2321. PVC pipe shall have a grooved bell and The pipe shall be made of PVC plastic having a cell classification (A) 327 IAC 8- 3.2 -8. conform to ASTM F -405. 3. Water - Shall be clear and free from injurious amounts of oils, acids, alkalies, sections of these specifications: gasket. of 12454B. (B) Section 8(o)(1) of this rule. (C) ASTM D2241 -96b, Standard Specification for Poly Vinyl Chloride 3. APPLICATION organic materials or other deleterious 1. Excavation, grading and backfilling for 3_PVC sewer fittings shall conform to the requirements of ASTM PVC Pressure -Rated Pipe, and having a SDR standard dimension (PVC) P g ( substances. utility lines D 3034 -89 specification. Fittings in sizes through 8" shall be molded in ration) of 21. A. Permits and Codes -The intent of this section of the specifications is that the contractors bid on B. Welded Steel Wire Fabric - Where required for q one piece with elastomeric joints and minimum socket depths as specified (3)The sanitary sewers and water mains are no in contact. the work covered herein shall be based upon the concrete reinforcement shall conform to ASTM A185. 2. Storm drainage systems " in sections 6.2 and 7.3.2. Fittings 10 and larger shall be molded or 9 9 (4)Any sanitary sewer joints are compression type joints that are drawings and specifications but that the work 3. Sanitary sewer systems fabricated in accordance with section 7.11 with manufacturers standard pipe placed equidistantly from the water main. shall comply with all applicable codes and C. Premoulded Joint Filler - Shall be of non bells and gaskets. Wall thickness of fittings shall be SDR 26 as defined in 9 9 (5) The sanitary sewer and water main are laid on separate trench regulations as amended by any waivers. Contractor - extruding type meeting ASTM D -544 except that 4. Streets section 7.4.1 of specifications. Gaskets for elastomeric joints shall be shelves. shall furnish all bonds necessary o et permits g P premoulded joint filler used in concrete walk and paving molded with a minimum cross - sectional area of 0.20 square inches and q c No sanitary sewer manhole shall be within eight 8 feet of a () Y 9 () for cuts and connections to existing sewers. i construction may be either non-extruding or y g 5. Water supply system conform to ASTM F -477 specification. water main as measured from the outside edge of the sanitary sewer resilient. manhole to the outside edge of the water main. B. Local Standards - the term "Local Standards" as 2. BENCH MARKS 4. All sanitary manholes shall be "precast concrete" manholes in used herein means the standards of design and D. Bituminous Pavement Materials - All materials accordance with ASTM C -478 and Section 720. 0 -rings shall conform to 17. Trench shall be opened sufficiently ahead of pipe laying to reveal construction of the respective municipal proposed for the construction of bituminous Maintain carefully all bench marks, monuments and other C -443. Kent Seal or equivalent shall also be applied to all joints and obstruction, and shall be properly protected and/or barricaded when left P P Y P / department or utility company. P y P y� pavements shall comply with the Indiana Department reference points; if disturbed or destroyed, contractor between riser rings and castings. Manhole step spacing shall be no more g g p P g unattended. of Transportation specifications, per latest P P P shall contact engineer. than 16- inches. Manholes shall be air tested for leakage in accordance C. Existing Improvements - Maintain in operating revision. with ASTM C1244 -93, Standard Test Method for Concrete Sewer Manholes 18. No water shall be permitted to flow into the sanitary sewer system condition all active utilities, sewers and other 3. REMOVAL OF TREES by the Negative Air Pressure (Vacuum) Test. during construction. Contractor shall utilize a um to keep the water g pump P drains encountered in the sewer installation. E. Compacted Aggregate Subbase: Shall be crushed level below the pipe. Pump discharge shall be directed to a storm outlet Repair to the satisfaction of the owner any damage stone or ravel. Crushed ravel shall be a g g A. Remove all trees and stumps from area to be A Installation and operation of vacuum equipment and indicating devices in accordance with state and federal laws and regulations (327 -IAC to existing active improvements. minimum of 35% crushed material. Chert shall be occupied by road and surfaced areas. Removal of must be in accordance with manufacturers reccmmendations and 3- 6 -20). Any pipe entering existing sewers shall be plugged with screw limited to a maximum of 8% of the total. Material trees outside these areas shall only be done as performance specifications which have been provided by the manufacturer type mechanical, braced plug until such time as all tests on the sewers D. Workmanship - To conform to all local, state and shall be free from an excess of flat, elongated, noted on drawings or approved by the Owner. and accepted by the Engineer. The vacuum equipment must be capable of have been completed and the lines have passed all punch lists. national codes and to be approved by all local and thinly laminated, soft or disintegrated pieces; testing the entire manhole, including the costing and riser rings. 9 9 9 9 state agencies having jurisdiction. and shall be free from fragments coated with dirt. B. All brush, stumps, wood and other refuse from the 19. All l sewer laterals installed by the mainline Contractor shall be bedded Compacted aggregate shall be graded as follows: trees shall be buried onsite or removed to disposal areas B. With the vacuum tester set in place: the some as the main line sewer. E. Trenching - Lay all pipe in open trenches, except SIEVE SIZE %PASSING off of the site. Disposal by burning shall not when the local authority gives written permission be permitted unless proper permits are obtained 1. Connect the vacuum pump to the outlet port with the valve open. for tunneling. Open the trench sufficient ahead 1-1 /2" 110 (where applicable). The location of on site bury 2. Draw a vacuum of ten (10) inches of Hg. and close the valve. 20. Forty -eight (48) hours notice shall be given to the District prior to the of pipelaying to reveal any obstructions. The , 1 80 -100 pits shall be designated by the owner or the start of sewer construction. Also, 48 hours notice shall be given prior to width of the trench shall be the inside pipe 3/41P 7 Engineer. g doing an testing done on the sewer. g y g diameter plus 24 inches for 12 inches above the " -80 1 /2 55 -80 pipe. Sheet and brace trench as necessary to #4 35 - 0 4. PROTECTION OF TREES 21. Manhole castings shall be stamped SANITARY SEWER, Neenah Casting R protect workmen and adjacent structures. All #8 25 -550 C. Accepted standards for leakage will be established from the elapsed 1642A or equal and be self - sealing type. The casting flange shall be 34 trenching to comply with Occupational Safety and #30 12 -30 A. General Protection: The Contractor shall be time for a negative pressure change from ten (10) inches to nine (9) inches and the clear opening shall be 24 inches. Waterproof castings shall Health Administration Standards. Keep trenches #200 5 -10 responsible for the protection of tops, trunks inches of mercury. The maximum allowable leakage rate for a four (4) be Neenah R- 1916 -F1 and stamped SANITARY SEWER. free from water while construction is in progress. and roots of existing trees on the project site foot diameter manhole must be in accordance with the following: Under no circumstances lay pipe or appurtenances 3. APPLICATION that are to remain. Existing trees subject to 22. The minimum slope for sewer acceptance is. in standing water. Conduct the discharge from construction damage shall be boxed, fenced or trench dewatering to drains or natural drainage A. Grading Do any necessary grading in addition to otherwise protected before any work is started; Minimum Elapsed Time for a Size of Pipe Minimum Constructed Slope channels. that performed in accordance with Earthwork do not stockpile within branch spread. Remove Manhole Depth Pressure Change of 1 Inch Hg Section, to bring subgrades, after final interfering branches without injury to trunks and 8 -inch 0.40% F. Special Supports - Whenever in the opinion of the compaction, to the required grades and sections cover scars with tree point. p 10 feet or less 60 seconds 10 -inch 0.28 Engineer the soil at or below the pipe grade is for site improvement. >10 feet but <15 feet 75 seconds 12 -inch 0.22 unsuitable for supporting sewers and appurtenances 5. HANDLING OF TOPSOIL >15 feet but d5 feet 90 seconds 15 -inch 0.15% specified in this section, such special support, in addition to those shown or specified, shall be B. Preparation of Subgrade - Remove spongy and A. Remove all organic material from the areas to be For manholes five (5) feet in diameter, add an additional fifteen (15) 18 -inch 0.12% provided as the Engineer may direct, and the P y otherwise unsuitable material and replace with No traffic will be allowed occupied by buildings, roads, walks and parking seconds and for manholes six 6 feet in diameter, add on additional thirty �) y 3. The Contractor shall provide measurements of the sloe of the sewer P P contract will be adjusted. j stable material. on prepared subgrade prior to paving. areas. Pile and store topsoil at a location P (30) seconds to the time requirements for four (4) foot diameter for each manhole section as construction progresses. Such measurements G. Backfilling - Bedding, haunching, and initial where it will not interfere with construction w manholes. For all manholes deeper than twenty -five (25) feet. Engineer shall be certified b a Registered Land Surveyor or Engineer and be y g yo, g backfill for all RCP installations shall be B- Borrow C. Compaction of Subgrade - The first 6 inches below operations. To soil shall be reasonably free P P y will determine the applicable minimum elapsed time. PP P available on -site for observation by the Districts Inspector. No more than for structure backfill meeting the material the subgrade shall be compacted to at least 100% 9 P from subsoil, debris, weeds, grass, stones, ect. three manhole sections can be constructed in advance of such requirements of the INDOT. Bedding shall be placed of the maximum dry density as determined by the B. After completion of site grading and subsurface D. If the manhole fails the test, necessar re airs must be made and y P measurements. in the trench bottom such that after the pipe is P rovisions of AASHO T -99. Water shall be utility installation, top soil shall be replaced the vacuum test and repairs must be repeated until the manhole 24. In the event the Contractor does not meet the minimum slopes, the i g t nsaeo rade and line, there remains a 4 -inch ll d t prevented from standing on the compacted subgrade. in areas designated on the erosion control plan asses the test p. sewer section and any other affected sewer sections shall be reconstructed minimum depth of material below the pipe barrel D. Utility Structures - Check for correct elevation for seeding and /or sodding. Any remaining top E. If manhole joint sealants are pulled out during the vacuum test, the to meet such minimum slopes. and a minimum of 3 -inch below the bell. For pipe sizes 66- inches and larger, the minimum depth of g p of all manhole covers, valve boxes and similar soil shall be used for finished grading around structures and landscaping areas. manhole must be disassembled and the joint sealants replaced. gouge 25. Laterals ore to be traced with a minimum size of 14 au a wire from material below the pipe barrel shall be 6- inches. p P structures located within areas to be paved, and the wye to the terminus. The contractor for the building or home will Bedding, haunching and initial backfill shall be make, or have made, any necessary adjustments in F. Manholes will be subject to visual inspection with all visual leaks being extend the wire from this terminus to the building cleanout adjacent to the compacted in 6 -inch maximum lifts to not less such structures. 6. DISPOSITION OF UTILITIES: repaired. building. than 95% Standard Proctor Density for the entire E. Placing Concrete depth of the material placed. The backfill shall be A. Rules and regulations governing the respective 5. Butyl rubber coating shall be applied around each manhole joint from 6- inches above to 6- inches below each joint. The appropriate primer shall brought up evenly on both sides of the pipe for the full length of the pipe. Hounching shall extend to 1. Subgrade - Place concrete only on a moist, utilities shall be observed in executing all work be applied prior to applying the rubber coating. Inside joints to be filled the springline of the pipe. The limit of initial compacted subgrade or base free from loose P 9 under this section. with precoat plug material. backfill shall be 6- inches above the springline. material. Place no concrete on a muddy or B. If active utilities are encountered but not shown 6. The manhole chimneys including all riser rings shall be sealed using Minimum trench width shall be the outside diameter of the pipe plus 18- inches. Final backfill for all frozen subgrade. on the drawings, the Engineer shall be advised Infi- Shield "Uniband" or approved equal. Prior to placement, the top RCP installations under and within 5 -feet of 2. Forms - All forms shall be free from warp, before work is continued. cleaned and a 4- inches of the manhole cone and casting frame shall be cle pavement shall be B- Borrow for structure backfill tight enough to prevent leakage and C. Inactive and abandoned utilities encountered in p rimed. The Uniband shall extend from 3- inches below the P of the meeting the material requirements of the indot and substantial enough to maintain their shape excavating and grading operations shall be cone section to 2- inches over the flange of the manhole casting frame. shall be compacted in 6 -inch maximum lifts to not and position without springing or settling, reported to the Engineer. They shall be removed, 7. The casting elevations are set by plan. However, the castings are to be less than 95% Standard Proctor Density for the entire depth of the material placed. The backfill for when concrete is placed. Forms shall be clean and smooth immediately before plugged or capped as directed by the Utility adjusted in the field by the Engineer's representative, should a discrepancy the top 6- inches of the excavation below the start concreting. Company and the Engineer. occur between plan grade and existing grade. New manhole ring and cover of the aggregate subbase of the pavement shall be D. It shall be the responsibility f each contractor y shall be installed to establish grade. Maximum height of adjusting rings No. 53 stone meeting the material requirements of 3 Placing Concrete - Concrete shall be to verify utilties and conditions Y all existing shall be 12- inches. the INDOT and shall be compacted to not less than . deposited so as to require as little pertaining to his phase of the work. It shall 8. Backfill around all structures and all cuts under paved areas with 95% Standard Proctor Density. Final backfill for all RCP installations greater than 5 -feet of pavement rehandling as practicable. When concrete is also be the contractors responsibility to contact granular material. Trenches opening within 5 -feet of paved roadways shall shall be clean fill material free of rocks larger than be placed at an atmospheric temperature of the owners of the various utilities before work be backfilled with granular material in accordance with Section 211. Backfill granular 4- inches in diameter, frozen lumps of soil, wood or 3 degrees F. less, paragraph of is started. under sidewalks shall granular, unless the walks are constructed a g other extraneous material, compacted in 12 -inch a Transportation the Indiana Department of Transportation the minimum of 6 months after backfill has been in place. maximum lifts to not less than 90% Standard Specifications latest revision shall be 7. SITE GRADING: 9. The Contractor shall be responsible for verifying that all state highways, Proctor Density for the entire depth of the followed. A. Grades: Contractor shall perform all cutting, city, and county permits have been obtained by the developer prior to start excavation. F. Concrete Curb filling, compacting of fills and rough grading of construction. required to bring entire project area to grade as q 9 P j 9 H. Manhole Inverts - Construct manhole flow channels 1. Expansion Joints - Shall be 1/2 inch thick shown on the drawings. 10. The Contractor shall be required to furnish the developer's Engineer TABLE 1 of concrete sewer pipe or brick, smoothly finished and of semi - circular section conforming to the premoulded between storm structures & curb. B. Rough Grading: the tolerance for paved areas 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" " MINIMUM SPECIFIED TIME REQUIRED FOR A 1.0 psig inside diameter of the connecting sewers. Make 2• Contraction Control Joints - Unless otherwise shall not exceed 0.04 feet plus or minus above P prints must be received by the Engineer before the final contract payment DROP FOR SIZE AND LENGTH OF PIPE INDICATED changes in size or grade gradually and changes in direction by true curves. Provide such channels provided, contraction joints shall be sawed the established subgrade. All other areas shall the can be authorized. The sanitary sewer laterals and stubs termination shall for all connecting sewers at each manhole. scored joints spaced feet on center, except for not exceed 0.10 feet plus or minus be indicated on the surface with a metal fence post set immediately above of intersection radii where joints shall be placed 5 o. c. i n established grade. All banks and other breaks in grade shall be rounded at to and bottom. 9 P the said termination point. I. Subdrains - All subdrains shall be of the size 3. Finish -Tamp and screed concrete as soon as 11. All sanitary sewer lines upon completion will be required to pass a low Pipe Diameter Minimum Time, Length for Minimum Time for Longer Specification Time for Length (L) Shown, min:s shown on the plans and shall be constructed to the grades shown. All drains constructed off -site as laced and fill an hone combed laces. placed, Y Y P C. Compaction Requirements: pressure air test. Said test shall be conducted according to ASTM In. mints Time, ft Length, S part of the outlet drain will be located as shown. Finish square corners to 1 4" radius and q / 1417 -92, and shall be witnessed by an Engineer and a representative of other corners to radii shown. 1. All building pad areas (engineered fill areas) the District. The testing shall be in accordance with Table 1. Add 0.5 100 ft 150 ft 200 ft 250 ft 300 ft 350 ft 400 ft 450 ft J. Utilities - It shall be the responsibility of each shall be compacted to standards specified by local /or building codes. psig for each foot of water above the sewer line being tested. 4 3:48 597 0.360 L 3:46 3:46 3:46 3:46 3:46 3:46 3:46 3:46 contractor to verify all existing utilities and Y 9 G. Concrete Walks and Exterior Steps and state All fill areas (pad or engineered) shall be 12. Deflection tests shall be performed on all flexible* pipe after the final P P P 6 5:40 386 0.854 L 5:40 5:40 5:40 5:40 5:40 5:40 5:42 6:24 conditions pertaining to his phase of the work. It shall also be the contractors responsibility to 1. Slopes - Provide 1 4 inch per foot cross P / P compacted to at least 95 percent of the maximum dry density (ASTM D- 1557). backfill has been in place at least 30 days. No pipe shall exceed a vertical *The 8 7:34 298 1.520 L 7:34 7:34 7:34 7:34 7:36 8:52 10:08 11:24 contact the owners of the various utilities before slope. Make adjustments in slopes at walk intersections as necessary to provide proper deflection of 5� deflection test results. following ore considered ( g work is started. The contractor shall notify in fill should exhibit a maximum dry density non - flexible pipes: concrete pipe, ductile iron pipe, and cast iron pipe). 10 8:26 239 2.374 L 9:28 9:28 9:28 9:63 11:52 13:51 15:49 17:48 writing the owners or the engineer of any changes, drainage. of at least 105 pcf, and have a liquid limit less than 50 and plasticity P y index of The deflection test shall be performed with anine -point mandrel. Proving 12 11:20 199 3.418 L 11:20 11:20 11:24 14:15 17:05 19:58 22:47 25:38 errors or omissions found on these plans or in the 2. Dimensions - Walks and steps shall be one less than 25. sandy fill must have less rings shall be available. Deflection test shall also be performed using a mandrel that is 95% of the diameter of the inside of the pipe, and that 16 14:10 158 5.342 L 14:10 14:10 17:48 22:15 26:42 31:09 35:36 40:04 field . before work is started or resumed. course construction and of widths and details than 15% fines passing a #200 sieve. the mandrel be pulled by hand. 18 17:00 133 7.682 L 17:00 19:13 25:38 32:03 38:27 44:52 51:16 57:41 K. Contractor to grout joints inside storm shown on the drawings. 2. For compaction requirements of paved areas, 21 19:50 114 10.470 L 18:60 26:10 34:54 43:37 52:21 61.00 69:48 78:31 structures where pipes enter or exit and between structure and casting. 3. Finish - Screed concrete and trowel with a see street specifications. steel trowel to a hard dense surface after 24 22:40 89 13.674 L 22:47 34:11 45:34 56:58 68:22 79:46 91:10 102:33 surface water has disappeared. Apply medium 27 25:30 88 17.306 L 28:51 43:16 57:41 72:07 86:32 100:57 115:22 129:48 broom finish and scribe control joints at 5 foot spacing. Provide 1/2" expansion joints 30 28:20 80 21.388 L 35:37 53:26 71:13 89:02 108:50 124:38 142:25 160:15 where sidewalks intersect, and at a maximum 33 31:10 72 25.852 L 49:05 64:38 88:10 107:49 129:18 150:43 172:21 193:53 spacing of 48 feet between expansion joints. 38 34:00 86 1 30.788 L 61:17 76:55 102:12 1 128:12 153:80 179:29 205:07 230:46 cri z 0 w a✓ , xU111IIIItl111Uiiiii,�ii �LQ' �1STER�; NO. =� 10000075 STATE OF /4NAL E� 1 DATE: 7/05/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Schneider THE SCHNEIDER CORPORATION 12821 E. 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