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HomeMy WebLinkAbout06020013 Civil Construction Plans Rcv. 1/31/2006 DOCSU U Z 0 N 0 o N 0 0 a� 0 z i 0 00 N i AREA AP MOT TO SCALE L r�°f/ V111 SOILS AP NOT TO SCALE THIS PROJECT SITE DOES NOT LIE WITHIN A SPECIAL FLOOD HAZARD ZONE C (No Special Flood Hazard) ON THE FLOOD INSURANCE RATE MAP FOR THE CITY OF CARMEL. V9 0 l r E2 VV-q- L% P SCALE: 1 " =60' No I Cc _ ��C� 0 E"'I -. r A SEC. Q)v 28 �agc� un THE llm_nAGE CE TER PART !I SEC. 30o1 -A, :LOG E �" ImmlUCTEON P (CONST" N- S) WA ILTO CAR EL, DE ELt�PE REVISIONS: DATE: I BY. DESCRIPTION: PROJECT ENGINEER: CHECKED BY: DATE CHECKED: 1\ on DEVELOPMv EMT LO. 12821 E. NEW MARKET STREET, SUITE 200 CARMEL, INDIANA 46032 13171 574 -3400 DOCKET N0. TAC z�3�cnnsocoisr 12821 E. New Market Street Architecture Suite 301 Civil Engineering Carmel, IN 46032 Environmental Engineering Telephone: 317.569.8112 Geotechnical Services Fax: 317.826.6410 GIS * LIS www.schneidereorp.com Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering CERTIFIED BY: BRANDON T. BURKE E —MAIL ADDRESS: bburke @schneidercorp.com THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION AND ARE NOT TO BE USED OR REPRODUCED IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © 2006, The Schneider Corporation ``\\\'\``�� 1111ttII!!11III i /' /// ��0N T ��P��GISTER� !Qi�F No. 10000075 STATE OF /0NAk- DATE: 1/31/06 JOB No. 1238. ? ?? SHEET (C11(9(a OF 11 FILE NAME: N:\1238\040\6 1ots \DWGS \C100.DWG INDEX SHEET No. DESCRIPTION C100 COVER SHEET C101 SITE PLAN C102 GRADING, DRAINAGE & UTILITY PLAN C103 PRE — CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN C104 STORMWATER POLLUTION CONTROL PLAN C401 SANITARY SEWER PLAN AND PROFILES C801—C802 GENERAL DETAILS C803 —C804 STORMWATER POLLUTION PREVENTION DETAILS AND SPECIFICATIONS C901 SPECIFICATIONS DOCKET N0. TAC z�3�cnnsocoisr 12821 E. New Market Street Architecture Suite 301 Civil Engineering Carmel, IN 46032 Environmental Engineering Telephone: 317.569.8112 Geotechnical Services Fax: 317.826.6410 GIS * LIS www.schneidereorp.com Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering CERTIFIED BY: BRANDON T. BURKE E —MAIL ADDRESS: bburke @schneidercorp.com THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION AND ARE NOT TO BE USED OR REPRODUCED IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © 2006, The Schneider Corporation ``\\\'\``�� 1111ttII!!11III i /' /// ��0N T ��P��GISTER� !Qi�F No. 10000075 STATE OF /0NAk- DATE: 1/31/06 JOB No. 1238. ? ?? SHEET (C11(9(a OF 11 FILE NAME: N:\1238\040\6 1ots \DWGS \C100.DWG U U 7) N N 0 c _- N O U U 0 z G7 0 0 N 1.4e � 1 I �•• � 1 F \ h I ;l f I E .1' LAND DESCRIPTION REGENCY 1 BUILDING EXISTING VILLAGE OF WESTCLAY SECTION 3004 BLOCK I" _.._.__. EX H ORSEFE Y ROAD I I I I I I I I a. #' RR �.. � ORSEFERV mm.. .������ j' n- n HORSEFERRY ROAD 1 E r ROAD 1� I 1 1 1 1 1 1 I I P- d FUTURE BUILDING F �t 9 E I E3 FUTURE BUILDING E , I . (._ -- -. €I ..J F E — .__ .. ow ; ..._ __.E X S TI I G YA ,LAGS OF W-__STCLAYSIC ON 3001-,j E E4 F T _ ___VILLA E - _ J � i \ J � I �.. 110 ))E 1 1 1 1 I � I I W I _- C/) cD E L EXISTING I ! H ELEN WELLS I — � W — � I ®—' BUILDING I.`3 EXISTI STERIX BUILDING I� l E 0 .I E� i ° l ll. EEEEEEEEEEE! ....... — i' ff � I O V PROPOSED REGENCY 1 BUILDING � I I 711�- 1 j l� A PROJECT NO_: 1/31/06 1238.000 E � DCC o SITE PLAN I ' I.`3 EXISTI STERIX BUILDING I� l E 0 .I E� i ° l ll. EEEEEEEEEEE! ....... — i' ff � I O V PROPOSED REGENCY 1 BUILDING � I I 711�- 1 j l� A EX. 5" CONC. WA LC1 SWO619 �92U P. -Z . CP �;' / v 919 COMMONS ;- - °o \R BLOCK B COMMONS . BLOCK A -EX. 5' DU &SE EX. 5' BSL EX. 6" EX. STREET CHAIRBACK CURB RHETTSBURY LIGHT f? t STREET.��:__ \✓"'y- r V 3 , EX. TREET LIGHT J Q W CD U B m K ` y` F j 3 EX- S1fiREET LIGHT 3> EX. CHAT BACK rU B EX. LIG D i "S E I• "I.D \ �l � \ L F� t_ E F L rf` ;� i ,' ,' EXISTING VILLAGE OF .J" % 'WESTCLAY SECTION V02—B ",/V /S��o " i 4 %lJ 1 f / �)j 7 NOTE: SEE ARCHITECTURAL PLANS BY OTHERS FOR BUILDING DIMENSIONS AND EXACT LOCATIONS OF UTILITY SERVICE LINES. J HOLEY MOLEY SAYS "DON'T DIG BLINDn "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IC- 8- 1 -26 -1 . AS ASSUMED NORTH T TISEA�GAINSTMTHE LAW TO EXCAVA�TENTED, SCALE. 1 30 OCATIONNSOERVICE TWO (2) WORKING UNDERGROUND DAYS BEFORE COMMENCING WORK. cam. I= =AA Tr �® IL 1. ALL RADIUS AND OTHER DIMENSIONS FOR 6" STANDING AND CHAIRBACK CURB ARE TO FACE OF CURB. 2. ALL RADIUS AND OTHER DIMENSIONS FOR 2' ROLL CURB ARE TO BACK OF CURB 3. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS FOR EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. 4. VERIFY SIGN LOCATIONS AND SIGN REQUIREMENTS WITH LOCAL GOVERNING AUTHORITIES. 5. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 6. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 7. ALL DIMENSIONS TO THE BUILDINGS ARE TO THE OUTSIDE OF THE BUILDING FOUNDATION WALL. 8. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS & BUILDING SQUARE FOOTAGE. 9. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF SERVICES. 10. SERVICE WALKS SHALL BE NON- REINFORCED CONCRETE 4" THICK AND WIDTH AS INDICATED ON PLANS. 11. SEE ARCHITECTURAL PLANS FOR ALL EXPANSION AND CONTRACTION JOINTS LOCATIONS. 12. LOCATE WATER VALVES, MANHOLE CASTINGS AND FRAMES OUTSIDE OF PAVEMENT, CURBS AND WALKS WITHIN THE RIGHT OF WAY. 2' Chairback Curb and Gutter �ga� Valley Gutter ca01 Edge of Pavement Concrete Walk 4 ° . C801 Handicap Ramp e C801 Traffic Flow Arrow V) Z 0 w EY ,,.�\.,���\ ,,,11IIIIt �QOrrr,,,,,,,,,, N T. STER� N o. 10000075 STATE OF . INDIA.. 7 0NAL ururrnnlinu�� DATE: 1/31/06 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2006) c THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 301 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering PROJECT NO_: 1/31/06 1238.000 DRAWN BY: � DCC o SITE PLAN DRAWING FILES: N: \1238 \040 \DWGS \City Homes \C101.DWG e .. a.' A a XREF: 035- BS.DWG, 040- BS.DWG XREF: CityH- BS.DWG A 5 DU &SE 5' BSL E-+ � I D C w CD 923 w — o Ln 0 Lo — x w .� _ co 0 T 128.83' CN 922 N z C m Q � A �• C 129 391 CU -z w CD U En �O �. 921 x w 13 COMMON S 69 J 3 )I if BLOCK C � f EX. 5" CONC. WA LC1 SWO619 �92U P. -Z . CP �;' / v 919 COMMONS ;- - °o \R BLOCK B COMMONS . BLOCK A -EX. 5' DU &SE EX. 5' BSL EX. 6" EX. STREET CHAIRBACK CURB RHETTSBURY LIGHT f? t STREET.��:__ \✓"'y- r V 3 , EX. TREET LIGHT J Q W CD U B m K ` y` F j 3 EX- S1fiREET LIGHT 3> EX. CHAT BACK rU B EX. LIG D i "S E I• "I.D \ �l � \ L F� t_ E F L rf` ;� i ,' ,' EXISTING VILLAGE OF .J" % 'WESTCLAY SECTION V02—B ",/V /S��o " i 4 %lJ 1 f / �)j 7 NOTE: SEE ARCHITECTURAL PLANS BY OTHERS FOR BUILDING DIMENSIONS AND EXACT LOCATIONS OF UTILITY SERVICE LINES. J HOLEY MOLEY SAYS "DON'T DIG BLINDn "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IC- 8- 1 -26 -1 . AS ASSUMED NORTH T TISEA�GAINSTMTHE LAW TO EXCAVA�TENTED, SCALE. 1 30 OCATIONNSOERVICE TWO (2) WORKING UNDERGROUND DAYS BEFORE COMMENCING WORK. cam. I= =AA Tr �® IL 1. ALL RADIUS AND OTHER DIMENSIONS FOR 6" STANDING AND CHAIRBACK CURB ARE TO FACE OF CURB. 2. ALL RADIUS AND OTHER DIMENSIONS FOR 2' ROLL CURB ARE TO BACK OF CURB 3. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS FOR EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. 4. VERIFY SIGN LOCATIONS AND SIGN REQUIREMENTS WITH LOCAL GOVERNING AUTHORITIES. 5. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 6. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 7. ALL DIMENSIONS TO THE BUILDINGS ARE TO THE OUTSIDE OF THE BUILDING FOUNDATION WALL. 8. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS & BUILDING SQUARE FOOTAGE. 9. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF SERVICES. 10. SERVICE WALKS SHALL BE NON- REINFORCED CONCRETE 4" THICK AND WIDTH AS INDICATED ON PLANS. 11. SEE ARCHITECTURAL PLANS FOR ALL EXPANSION AND CONTRACTION JOINTS LOCATIONS. 12. LOCATE WATER VALVES, MANHOLE CASTINGS AND FRAMES OUTSIDE OF PAVEMENT, CURBS AND WALKS WITHIN THE RIGHT OF WAY. 2' Chairback Curb and Gutter �ga� Valley Gutter ca01 Edge of Pavement Concrete Walk 4 ° . C801 Handicap Ramp e C801 Traffic Flow Arrow V) Z 0 w EY ,,.�\.,���\ ,,,11IIIIt �QOrrr,,,,,,,,,, N T. STER� N o. 10000075 STATE OF . INDIA.. 7 0NAL ururrnnlinu�� DATE: 1/31/06 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2006) c THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 301 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO_: 1/31/06 1238.000 DRAWN BY: � DCC o SITE PLAN DRAWING FILES: N: \1238 \040 \DWGS \City Homes \C101.DWG XREF: 026- B.DWG, 029-BS-DWG XREF: 3001ABS.DWG, 3004BS.DWG XREF: 035- BS.DWG, 040- BS.DWG XREF: CityH- BS.DWG SHEET NO.: (Cn(an E-+ � w w o oQ z W as DATE: PROJECT NO_: 1/31/06 1238.000 DRAWN BY: CHECKED BY: DCC SHEET TITLE: SITE PLAN DRAWING FILES: N: \1238 \040 \DWGS \City Homes \C101.DWG XREF: 026- B.DWG, 029-BS-DWG XREF: 3001ABS.DWG, 3004BS.DWG XREF: 035- BS.DWG, 040- BS.DWG XREF: CityH- BS.DWG SHEET NO.: (Cn(an 4aq 0_0 . :. �.� u7rt i it A );jU r '1� = ,.�. i, �, r �GUT ,� e • a 9 .63 U j E 93.34 TIC r.. _ ILLAGE OF • ............ ..m .. . .. ................,.,..... .. ..... ,.,..e.. ...,,...,...,..o........... ...... �.. .. - N�._':.- • ' +rmrslz�':w3.•satt�i*��'A.4as!ne • iwcaw±�w;u�:- .. 1;,i„ " - -- z= ,...Y j 9 4 GU o z i 1 I T1 WE L, 'TC -S- y E IQN 13Q011 TC 893.94 TC I T1 N IV *�AIA Mid _ , 5: ?:: ?. 893.64 )) )) UT :x �•mra�� � f 33 TC 893.62 T ; t CK 0.82% 892.94 893.54 GUT 893.12 GUT U - •iii -:r 1 � ' r 1 _ �-� - -, ^a: -•:t jij]jj ;r_�j _ = � ::.•. t f ��'�� � � 6 3c-�� �? � �`�:. r•...xr � �-r�� _�; 3.:`u� 5 �� M - t t t HA 15ON [._a 1 1 1 i 1 nl 1 �` �:si�y� t s =? =+y r. ! �� Q) d �OQ1� Q .� • '' f f 1 00 0 N Ln Qc 0 0 - N N 0 _ U Cn Q) E 0 z U 0 NJ- 0 / cc N EXISTING VILLAGE OF WESTCLAY PROVOST PARK FLANGED PIPE FINISHED FLOOR 18" MAX 12" MIN 4 SERVICE LINE R so• FirnNC FIRE SUPPRESSION WATER SERVICE LINE �Cloz NORMAL POOL = 885.50 100 YEAR ELEV. = 889.77 TOP OF BANK = 891.80 OTES• . CONSTRUCTION OF SIDEWALK IN IMMEDIATE VICINITY f EXISTING TREE(S) TO BE COORDINATED WITH CITY C ARMEL URBAN FORESTER SCOTT BREWER, 571 -2478. 4 GAS SERVICE TO BE COORDINATED WITH VECTREN EPRESENTATIVE JERRY BREECK AT 776 -5526. UTILITY WORK THAT OCCURS WITHIN THE RIGHT - IF-WAY OF MEETINGHOUSE ROAD MUST BE PERMITTED HROUGH THE CITY OF CARMEL BOARD OF PUBLIC ]nouc STORM SEWER STRUCTURE DATA EX. STR. # 603 CURB INLET EX. TC-894.33 INV. IN 888.68 (12° SE) EX. INV IN 888.22 (12" SW) EX. INV IN 890.59 (12" SW) EX. INV OUT 888.22 (18 NE) STR. # 609 CURB INLET TC-893.09 INV. OUT 889.09 (12" NW) STR. # 607 CURB INLET TC= 893.78 INV. OUT 889.28 (12" N) STR. # 606 STORM MANHOLE TC= 894.80 INV. IN 889.08 (12" S) INV. OUT 889.08 (12° E) EX. STR. # 605 CURB INLET EX. TC= 892.76 INV. IN 888.78 (12° W) EX. INV OUT 888.78 (12" N) NOTE: CONTRACTOR SHALL NOTIFY CLAY TOWNSHIP REGIONAL WASTE DISTRICT PRIOR TO CONSTRUCTION OF ALL LATERAL CONNECTIONS AND EXTENSIONS FROM THE SANITARY SEWER MAIN TO CLEANOUT. FURTHERMORE, C.T.R.W.D. SHALL BE NOTIFIED PRIOR TO ANY LATERAL CONNECTIONS TO BUILDINGS. C.T.R.W.D. (317) 844 -9200 CANDY FELTNER. i i ASSUMED NORTH SCALE: 1"=30 ' HOLEY MOLEY SAYS "DON'T DIG BLIND" "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IC- 8- 1 -26 -1 ET SEQ. AS AMENDED AND SUPPLEMENTED, IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. L � 1. ALL RADIUS AND OTHER DIMENSIONS FOR 6" STANDING AND CHAIRBACK CURB ARE TO FACE OF CURB. 2. ALL RADIUS AND OTHER DIMENSIONS FOR 2' ROLL CURB ARE TO BACK OF CURB 3. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS FOR EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. 4. VERIFY SIGN LOCATIONS AND SIGN REQUIREMENTS WITH LOCAL GOVERNING AUTHORITIES. 5. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 6. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 7. ALL DIMENSIONS TO THE BUILDINGS ARE TO THE OUTSIDE OF THE BUILDING FOUNDATION WALL. 8. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS & BUILDING SQUARE FOOTAGE. 9. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF SERVICES. 10. SERVICE WALKS SHALL BE NON - REINFORCED CONCRETE 4" THICK AND WIDTH AS INDICATED ON PLANS. 11. SEE ARCHITECTURAL PLANS FOR ALL EXPANSION AND CONTRACTION JOINTS LOCATIONS. 12. LOCATE WATER VALVES, MANHOLE CASTINGS AND FRAMES OUTSIDE OF PAVEMENT, CURBS AND WALKS WITHIN THE RIGHT OF WAY. TF PROJECT NO.: Existing Storm Sewer -� New Storm Sewer 0:5 Existing Sanitary Sewer New Sanitary Sewer �- 000 - - Existing Contour x ELEV Existing Elevation -- - Existing Burried Electric XREF: 035- BS.DWG, 040- BS.DWG Existing Burried Telephone -- � -�-- Existing Burried Gas Line Existing Street Light W Location 000.00 New Pavement Grade 1000.001 All Other Finish Grades C.O. Clean Out --cam- Flow Arrow 0 6" Subsurface Drain E 000.00 z Swale (� New Pavement Within R/W a I E14 (C H -H 1vVff2 k 2; k wM.. TB M X44 USGS BENCHMARK CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE FARM ENTRANCE. ELEVATION - 893.39 0 C/1 w ;j x\01111111III111111 k,��i // fj t4 T �Q` • �GISTER No. 10000075= 0 STATE OF 'ANAL ��.\. DATE: 1/31/06 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2006} THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 301 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechn ical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 1/31/06 1238.000 DRAWN BY: 0:5 DCC O GRADING /UTILITY PLAN DRAWING FILES: N: \1238 \040 \DWGS \CITY HOMES \C102.DWG U XREF: 3001ABS.DWG, 3004BS.DWG XREF: 035- BS.DWG, 040- BS.DWG XREF: CityH- bs.DWG SHEET NO.: Md U� W W z ad 0 z o a z z c� w DATE: PROJECT NO.: 1/31/06 1238.000 DRAWN BY: CHECKED BY: DCC SHEET TITLE: GRADING /UTILITY PLAN DRAWING FILES: N: \1238 \040 \DWGS \CITY HOMES \C102.DWG XREF: 026- B.DWG, 029- BS.DWG XREF: 3001ABS.DWG, 3004BS.DWG XREF: 035- BS.DWG, 040- BS.DWG XREF: CityH- bs.DWG SHEET NO.: Md U U n 0-) 6W IQ- CD 0 CD 0 U U) U 11_1� Cf) C3) 3: T) O 0 / 00 N-) CN fff f �{ 21.1' .. ..... 'I U EX T. TrY Rill 5_- _R W IU 2 __ _ .�....,, m�.n. mnmmra_n. �z ___ .� - a�.ana n._.nnann� Vn Him (BRENWICK REALTY) E.(ISTING DOCKET 4090 Tit HE;: I , 1:T_=iP=__ — I If I A, I iffill.-iilIffiff N dop I I A� ;::: - — EXISTING VILLAGE OF WESTCLAY SECTION 3004 it I i BLOCK "D — — ---------- - --- T g:; I if.1 I 77, 1 ILI [L I I I I I I I I I I EX. HORSEFERRY ROAD H J1 SEFERRY ch—, ROAD . ... ..... ...... .. ......... % CC D� 31A L F�m LjH.:. t:, Ji — f - ji -4 .4 OF N A .. ua Fill if � i ; .x �""; h'. f W FUTURE:, -_ :�� BUILDING PROPOSED REGENCY 1 BUILDING °, FUTURE I :4 °. BUILDING F __T TA F : 4.- iii�i! , 1i .......... %%% % ----------- ......... . .1 JR! 6� V EXISTI G-v STERkIX BUILDING .. ....... ....... fill SOP . . ............... .......... :ff 3,. °, �1f I I I ». »,.,.::,,..: _ ...... . ........... .......... .. I _ � Hp$ CON UC 01 LIMITS ........... Al . . ... ...... .4k ............... i IV r CD .00 .... ........ 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HOLEY MOLEY SAYS 111111111111111111 11111111111111111111 tt DUN'T DIG BLIND" ��::.A _.. _ _.� _ '..�' __-- IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG ��� � _���� � — 382 -544 CALL TOLL FREE I,:� / � __ f I1 40. / J f f iqk t flf I, ILI 1.9-1 f fr If X . _ � r n.., nna_.� rn.mm..a ann »n,mnnan. 77 ----- ----- C ONSTRUCTl ONLIMI cli ; j, n..» r�. m, nn_ m,.. nnnna.n..n »nna,.m.n, »n.mn....rm .mn_ m� ____ _ , mnn.». �. ma .nnmm.nm. »n.n_,.a.m..m�nnnn_n_ HETTSBURY vomn rmn..a...a...» . �..� f; Ln STREET `. EXISTING VILLAGE OF WESTCLAY PROVOST PARK PER INDIANA STATE LAW IC-8-1-26-1 ASSUMED NORTH ET SEQ. AS AMENDED AND SUPPLEMENTED, IT IS AGAINST THE LAW TO EXCAVATE WITHO THE SCALE: 1)'-- 30 LOCATION UT NOTIFYING SERVICE TWO (2) WORKING UNDERGROUND DAYS BEFORE COMMENCING WORK. Existing Storm Sewer � == •- ��'�� . ........... . . .... . ...... New Storm Sewer �'° t` fill Existing Sanitary Sewer � Ali; New Sanitary Sewer n Existing Contour _ . ■. • . ■. ■ . •. HATCH PATTERN DENOTES TEMPORARY SEEDING I VILLAGE OF •'=: ■. �••�.� ■■ HATCH PATTERN DENOTES PERMANENT SEEDING AY'SECTION 3004, HATCH PATTERN DENOTES EROSION CONTROL BLANKET LPCK G R!ISON PARK CURB INLETS EDIMENT BARRIER TYP) I I 1 1 Ji 1 1 BEEHIVE INLET PROTECTION 1 0 STRAW BALES (TYP) TEMPORA CON STRU C 'N i� O EN TRANO E/ SILTATION FENCE >` ' o CONSTRUCTION LIMITS TS TEMPORARY SEDIMENT FILTER/BARRIER RECEIVING WATER=ELLIOT CREEK a I ftj I #f ;; r jf uiv I AU i rtKbuiv: EVIN KRULIK FENWICK DEVELOPMENT CO. 2821 E. NEW MARKET ST., STE 20( ' INDIANA 46032 317) 574-3400 SEE SHEETS C803—C804 FOR ALL STORMWATER POLLUTION PREVENTION DETAILS &NOTES N- TE: �' � RULE 5 REQUIRES ALL DISTURBED AREAS THAT WILL POTENTIALLY BE IDLE FOR 15 DAYS OR MORE TO BE STABILIZED (SEEDED, MULCHED, ETC. IMMEDIATELY. &i C:) LjLj , \0111111 11 o 10 ()N I N N, N G \STC)Y� lift N. :10000075: STATE OF 0 JVDIA0- iii /O N A L / I DATE: 1/31/06 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. @ COPYRIGHTED BY THE SCHNEIDER CORP. (2006) THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 301 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 1/31/06 1238.000 DRAWN BY: c1d DCC C> PRE - CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN DRAWING FILES: N:\1238\040\DWGS\CITY HOMES\C103.DWG U XREF: 3001ABS-DWG, 30046S-DWG XREF: 035—BS.DWG, 040—BS.DWG XREF: CITYH—BS.DWG SHEET NO.: E-i :Z; U� W P4 z ,s'' � z C) a z 0 � Q P4 a � � ct �� w DATE: PROJECT NO.: 1/31/06 1238.000 DRAWN BY: CHECKED BY: DCC SHEET TITLE: PRE - CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN DRAWING FILES: N:\1238\040\DWGS\CITY HOMES\C103.DWG XREF: 026—B.DWG, 029—B&M XREF: 3001ABS-DWG, 30046S-DWG XREF: 035—BS.DWG, 040—BS.DWG XREF: CITYH—BS.DWG SHEET NO.: ow U U ­0 - > CL CN 0 (3 l 1�_ C:� Q0 . 0 0 - N - T_ T_ 6 - 3: -0 . 0 N_ U Cn Q) E 0 I- >, .- U 11-11" Cn CD) 3: -0 CD �_ 0 I--," cc CN 11--, 1 . - , � TT - \ I I % f / I I \ 11% ��" ! \ I I / \ , \ / r -�. j \ I I I i ..., I j I I ! 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Z _ / .. -, � . , ,,� I - _ :-,- _ ­.- .­­ ­­ n"'.*.� -i - I ;,", :Q* I .,- - . �. :: ..... ; . 'i 11 I - I � I -.0 . /Ail . " . ) . k ALT tilf -1 W_ x 11Y fr-�-.��.�.--'.--....-�:�.. �� // C-0 x"'I'l."', =­,;� 11 CONSTRUCTION LI I zli, nir-niT, I— .. 95�,;, 11�" ; / xil / ..r /111 - ,Q// b �il I-' .1 I "i" pr. I ,TfiETTSBURY it . �', - . / f-)-" 1� , . - I fb� " _ _. .11 - - --.,..--"-�1.11-11l.-,---."--.,,--l.- - .--.--, . . 1-11 0 ,e -,-,. ____._____________ __ 1--r-1. --,-- - ,__� / I'f / 111 - ( I - 01141 \ .1. \ ­1 , .� � . Ll I . i EXISTING VILLAGE OF WESTCLAY PROVOST PARK _____ PER INDIANA STATE LAW IC-8-1-26-1 6AINSTMTHE�LAW D ASSUMED NORTH IT T IS E TO EXCAVATE SUPPLEMENTED, I) WITHOUT NOTIFY'ING -ME UNDERGROUND #; x SCALE. 1 = 30 ' LOCATION S ERVICE TWO (2) WORK ING \ DAYS BEFORE COMMENCING WORK. \ - ' . '�_�___.__­ ___., ------- ___�____­_._�.� ._.._�1111 __ I—, - L ­�- T. 7.. -. �. __,_�..________ ,��­__ jffH'HftjH, _�­ lddutut . ft'HH,H:ffHjq1:;;::; tdihb - ,1::::::: \ Qiii�? E xisting Storm Sewer __-,-_---,--, -, .1 _��____________­_ ______11______­_ 1-11-­­_­­�,­� . X _________�________� ,­­ ­�­___� lllillilil PIN � "I JI/ __ / _____­��_ I.-.--,-------- ­000 .__-`�00 __­ (Of New Storm Sewer l/X - I / / / I I I I I / // 000 I " I , I 1 f I / 11 ""� ifT'in, _!ip� I I ► I / x %Oof I I i I / / Existing Sanitary Sewer f I I !, , 11 . I I I • f I 0% i i 01 �illillillillilliiiiiii�Ffi.L# 1110 : 0 New Sanitary Sewer ? z 0 i i I I I _�_�___ I I � nnn I � I I i I ,-i VU -­_,­ Existin I g Contour I � . I 1 1..�.. I 1dftHft.ff-ffi1H;;,MR �____ I t I I I I I I � � 1 1 1 1 1 1 1 1 i . 0 1 1 1 1 0 . . a a . ■ 0 a a . . . I 1 1 I , 0 a a a a . . 0 d , I I - i I I . . •d . •. . HATCH PATTERN DENOTES TEMPORARY SEEDING 1 j I I , i .. ..a . ■ z I 1 .. 1 1 . . a I I - . . . - E � I VILLAGE OF a% - . . N. . ,. . . : ■ % ... I • .. ., .% • PERMANENT SEEDING .. - ; ft . I C . ! . , � . i . . . � � i . i . / . i I EROSION CONTROL BLANKET I I .. , )) G)) / - i' i' f H A. ISON PARK I 1 I' - � I 0 I I I ! I - , CURB INLET SEDIMENT BARRIER (TYP) � I j I I I I- , 1 I 1 1 1 1 j i i I i . I I I I I I I i f t II 1 1 f . I 11 BEEHIVE INLET PROTECTION I I I j I I I I I I i i 1 1 / / 0 1 1 1 i o I I I I 1 / 0 1 1 1 f I f I I - f / I / , I I ^ STRAW BALES (TYP) / 1 / TEMPORA ON I I i � CON STRU C / / , f I I 1, I f i I I I / x *_ SILTATION FENCE ENTRANCE, I' i, I ! I i J / I fl 0�� I 1 1 f I I o I j - f 1 1 1 1 1 1 1 1 1 1 1 . . I I . I I i I J I o0 o CONSTRUCTION LIMITS I i I I I . . - i I I I . I I I I I I � I TS . 0 SEDIMENT FILTER/BARRIER 0 1 . t -_ I I i ftffl_"Fl ! ' � -4I . .4 � � I I I iv--,__�s w� �, \ . \ RECEIVING WATER=ELLIOT CREEK \ 1% 000 V � 1, \ 1 Ar, \ \ \ \ '\ \ \ \ \ \ \ \\ \ \ \ \ \ \\ \ \, \ \ \ \ N \ \ N \, \,, \ , I I I I . I I I I •. I I I I \\ 1 1 I I \ I 4 \ i . 1 -7 /' f­t \ � I 1 1 1 1 "_% - 4,) n I ! \ i I I 1�__/ . J \ I I I f - \ y I 11, /CT1,0N V02-B 11 I I ! it I / ! / I I I / I 11 I I //// I f I/ I I/ I If 4 / \. \ \ "av/ \ \.\\ .. �., . TT \ \ \/ 11N�\ . % �, \ , \' , ��,,. I 1�\ .i\\ ." , , \ " \ ,\ \ , >1 .\ kz�l \ .- / It. ,UIN I AU I rtKJUIV: f / ( R ( �RENWICK DEVELOPMENT CO. 2821 E. NEW MARKET ST., STE 20( 1 ARMEL, INDIANA 46032 317) 574-3400 SEE SHEETS C803 -C804 STORMWATER POLLUTION PREVENTION DETAILS &NOTES 11 IS RULE 5 REQU ES ALL DISTURBED AREAS THAT WILL POTENTIALLY BE IDLE FOR 15 DAYS OR MORE TO BE STABILIZED (SEEDED, MULCHED, ETC, IMMEDIATELY, 10010000A 7 / . I - I 1-I't / I I \-� I HIMMEREEMENED WARNING THIS SHEET TO BE USED FOR STORMWATER POLLUTION PREVENTION PURPOSES ONLY. FOR ANY OTHER INFORMATION SEE DEVELOPMENT PLAN. - . . i . i &W------. Nmo=mmm==WMMMI NMEMNUNMM==MEJ &MWMMMMMMMMNII - ma, ! i &i = C) Uj I ce_ 014 T /, N. / ,\N �O . S& �/,�/% I . . ... \ . 5 t r ,0 1� t ,: re ** . . �;, 4 f . , . - - . k, . .. 4� _- 1�1_ . 0 . S . �<\ . . � : * S . . z-- : No. .- -ft : '. = . = = : : = = . : = : � -.0 --.. � 'Q- -1. .., .. 4 ;�7 Ss-�O_ '. STATE OF ` Q - 0 ... .- , - " . I �� 1% - 4,<.,f .7,.,.; . . - . . . --rz, ,� - . NDIA0- ---* ,. % !�S, -,.-.-----..* 7/////-/, 70 N A L W �� I ;> &4 1 , 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 MOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. @ COPYRIGHTED BY THE SCHNEIDER CORP. (2006} - - - , - .- - - - - - - - - I - m - 0 rca,% n Afm­k p - THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 301 Carmel, IN 46032 Telephone- 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering - / 1238.000 P Cz I DCC r 0 C) STORMWATER POLLUTION / I DRAWING FILES: I / U XREF: 3001ABS.DWG, 30046S.DWG I / XREF: CITYH-BS.DWG XREF: CITY-ERO.DWG; \ \ \ \ '\ \ \ \ \ \ \ \\ \ \ \ \ \ \\ \ \, \ \ \ \ N \ \ N \, \,, \ , I I I I . I I I I •. I I I I \\ 1 1 I I \ I 4 \ i . 1 -7 /' f­t \ � I 1 1 1 1 "_% - 4,) n I ! \ i I I 1�__/ . J \ I I I f - \ y I 11, /CT1,0N V02-B 11 I I ! it I / ! / I I I / I 11 I I //// I f I/ I I/ I If 4 / \. \ \ "av/ \ \.\\ .. �., . TT \ \ \/ 11N�\ . % �, \ , \' , ��,,. I 1�\ .i\\ ." , , \ " \ ,\ \ , >1 .\ kz�l \ .- / It. ,UIN I AU I rtKJUIV: f / ( R ( �RENWICK DEVELOPMENT CO. 2821 E. NEW MARKET ST., STE 20( 1 ARMEL, INDIANA 46032 317) 574-3400 SEE SHEETS C803 -C804 STORMWATER POLLUTION PREVENTION DETAILS &NOTES 11 IS RULE 5 REQU ES ALL DISTURBED AREAS THAT WILL POTENTIALLY BE IDLE FOR 15 DAYS OR MORE TO BE STABILIZED (SEEDED, MULCHED, ETC, IMMEDIATELY, 10010000A 7 / . I - I 1-I't / I I \-� I HIMMEREEMENED WARNING THIS SHEET TO BE USED FOR STORMWATER POLLUTION PREVENTION PURPOSES ONLY. FOR ANY OTHER INFORMATION SEE DEVELOPMENT PLAN. - . . i . i &W------. Nmo=mmm==WMMMI NMEMNUNMM==MEJ &MWMMMMMMMMNII - ma, ! i &i = C) Uj I ce_ 014 T /, N. / ,\N �O . S& �/,�/% I . . ... \ . 5 t r ,0 1� t ,: re ** . . �;, 4 f . , . - - . k, . .. 4� _- 1�1_ . 0 . S . �<\ . . � : * S . . z-- : No. .- -ft : '. = . = = : : = = . : = : � -.0 --.. � 'Q- -1. .., .. 4 ;�7 Ss-�O_ '. STATE OF ` Q - 0 ... .- , - " . I �� 1% - 4,<.,f .7,.,.; . . - . . . --rz, ,� - . NDIA0- ---* ,. % !�S, -,.-.-----..* 7/////-/, 70 N A L W �� I ;> &4 1 , 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 MOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. @ COPYRIGHTED BY THE SCHNEIDER CORP. (2006} - - - , - .- - - - - - - - - I - m - 0 rca,% n Afm­k p - THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 301 Carmel, IN 46032 Telephone- 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: - 1/31/06 1238.000 DRAWN BY: Cz I DCC I 0 C) STORMWATER POLLUTION laaaaaaaaaaaaaaaall I DRAWING FILES: NA12381040\DWG5\01Y flQME5\G104-DWG U XREF: 3001ABS.DWG, 30046S.DWG XREF: 035-BS.DWG, 040-BS.DWG XREF: CITYH-BS.DWG XREF: CITY-ERO.DWG; z I I M W §-� z C=1 C:) �.4 z e4aaaaaaaaai �_� W I _T P>SS-4 L. 1:4 U 1:4 t)z Cz z ISS 1 W 04 r----q 0 r....q I =1 I I I DATE: PROJECT NO.: 1/31/06 1238.000 DRAWN BY: CHECKED BY. I DCC I SHEET TITLE: STORMWATER POLLUTION PREVENTION PLAN I DRAWING FILES: NA12381040\DWG5\01Y flQME5\G104-DWG XREF: 026-B.DWG, 029-BS.DWG XREF: 3001ABS.DWG, 30046S.DWG XREF: 035-BS.DWG, 040-BS.DWG XREF: CITYH-BS.DWG XREF: CITY-ERO.DWG; SHEET NO.: I I z N O O N a O U 0 I U U) 0 0 cc N � e ' • . aEXPOSEL ,, d I r JL� . • a ° v ,gym j 1 HOLEY MOLEY SAYS -_ 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO �L ``qj' �` ��� -- � 711== - --- DON'T CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. I jF1 I I I I ( DIG 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. TBM 44 STANDARDS FOR WORKER SAFETY. SANITARY sEE1= KI [ ! ! I l I r i ' ► USGS BENCHMARK BLIND 923 , ` i I i ' CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD WYE .& LAT. ] VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION I r ' 0 +78 ! J ( EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE <-1 BEGINS. FARM ENTRANCE. --� I I UOa �` J I ( I I I I in u ELEVATION - 893.39 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. 5. ALL WYE, LATERAL AND PROFILE STATIONS ARE FROM THE G O 405 �----- NEAREST DOWNSTREAM MANHOLE. (MH) 1, MARK 1 . � : � 922 4 TING I + 3 '. EXIS 609 WYE & LAT. E I I R: HELEN WELLS 0 +61 t , mi E BUILDING Lm- LL 's 's I ......�,, WYE &LAT. FI ...,W— e._..�...— ► 0 +19 921 , ,.. .. I '' = COMMONS - ... _ ___ _ _. 3 s WY 606 1l 7� 1 z �1 f 1 WYES AND LATERALS TO BE 6" PIPE UNLESS OTHERWISE Sheet Detail Number Description C802 1 Precast Reinforced Concrete Manhole C802 5 Sanitary Trench & Embedment Detail C802 C802 6 10 Service Connection for Main Sewer Wye & Lateral Capping Detail LOCATION SERVICE TWO (2) ORKING � THE BUILDING LINE, UNLESS NOTED OTHERWISE. THE END OF W THE LATERAL SHALL BE PLUGGED OR CAPPED, UNLESS DAYS BEFORE COMMENCING WORK. OTHERWISE NOTED. 8. LATERALS RUNNING TO THE OPPOSITE SIDE OF THE STREET SHALL EXTEND TO THE UTILITY AND DRAINAGE EASEMENT OF THE LOT, BUT IN NO CASE SHOULD THE END OF THE o ALL SANITARY SEWER LATERALS TO HAVE FULL DEPTH GRANULAR BACKFILL FROM RIGHT OF WAY TO RIGHT OF WAY. BIT'S THE LAW" 6. WYES AND LATERALS TO BE 6" PIPE UNLESS OTHERWISE CALL 2 WORKING DAYS BEFORE YOU DIG SPECIFIED. 1 -800- 382 -5544 7. ALL WYE CONNECTIONS SHALL HAVE A MINIMUM OF AVE (5) CALL TOLL FREE FOOT LATERAL EXTENSION CONNECTED TO THE WYE, OR PER INDIANA STATE LAW IS -69 -1991. EXTEND TO THE UTILITY AND DRAINAGE EASEMENT OF THE IT IS AGAINST THE LAW TO EXCAVATE LOT, WHICHEVER IS GREATER, BUT IN NO CASE SHOULD THE WITHOUT NOTIFYING THE UNDERGROUND END OF THE LATERALS BE CLOSER THAN FIVE (5) FEET TO LOCATION SERVICE TWO (2) ORKING � THE BUILDING LINE, UNLESS NOTED OTHERWISE. THE END OF W THE LATERAL SHALL BE PLUGGED OR CAPPED, UNLESS DAYS BEFORE COMMENCING WORK. OTHERWISE NOTED. 8. LATERALS RUNNING TO THE OPPOSITE SIDE OF THE STREET SHALL EXTEND TO THE UTILITY AND DRAINAGE EASEMENT OF THE LOT, BUT IN NO CASE SHOULD THE END OF THE o LATERALS BE CLOSER THAN FIVE (5) FEET TO THE BUILDING oQ LINE, UNLESS OTHERWISE NOTED. 9 FINAL BACKFILL FOR WATER MAINS WATER SERVICE 1505 LATERALS, SANITARY MAINS AND SANITARY SERVICE WYE & LAT. %;�i`�` ,`� It LATERALS UNDER AND WITHIN 5 -FEET OF PAVEMENT SHALL BE B- BORROW FOR STRUCTURAL BACKFILL MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE WYE &LAT. � �`� � p COMPACTED IN 6 -INCH MAXIMUM LIFTS TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH 1 = t�. .`....' F`A�1rAY — F +09__ _ 6- I _. _. _a -..... >AMAL 101=a. 2% S-[ - *- EXISTING 10' ;: 9 OF THE MATERIAL PLACED. THE BACKFILL FOR THE TOP — - - h$h © INCHES OF THE EXCAVATION BELOW THE START OF THE I cy 20 STUB TO BE AGGREGATE SUBBASE OF THE PAVEMENT SHALL BE NO. 53 �._.._..._...__.__.. _. , . STONE MEETING THE MATERIAL REQUIREMENTS OF THE INDOT � SOE EE G REMOVED . -� " -' -- ..� � , I AND SHALL BE COMPACTED TO NOT LESS THAN 95 607 WYE & LAT. �.;. STANDARD PROCTOR DENSITY. IF THE STANDARD PRACTICE 0 +51 XISIING j'' OF THE U1LITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT FINAL BACKFILL • • , • _ _ 1 SANITARY E \ REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL COMMONS :. i I E EXISTING 156 OF 8 MANHOLE TO _.- : �j�.k GOVERN. I EXISTING SANITARY PVC TO BE REMOVED BE REMOVED BLOCK B j' = "'' ''' 10. ANY UTILITY OR LATERAL CROSSINGS CLOSER THAN 8 INCHES _ 1 lil 1 �� I is I j j lj l E I LATERAL TO BE i,i I l IN SEPARATION REQUIRES CONCRETE ENCASEMENT. EXISTING I REMOVED '�� 1 I 1 3 I 11. FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY i STERKX MAINS, WATER SERVICE LATERALS, SANITARY SERVICE LATERALS i I COMMONS UNDER CITY STREETS, REGARDLESS OF THE JURISDICTION OF THE :I BUILDING UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE I BLOCK A t r �, 1 ; f, 1 O ' ri PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND ,f AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1-0-. IF THE a STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION 3/ `� OVER THE INSTALLATION HAS A MORE STRINGENT COVER ,,ir, / i f REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL ' GOVERN "� �1 _' ' i I; ! ,�` l ; 12. DING, HAUNCHING AND INITIAL BACKFILL MATERIALS, BED .. _..._......... ....__.......---- ....._._.__... �- � F� 4N r' 1 PLACEMENT AND COMPACTION FOR WATER MAINS WATER o SERVICE LATERALS, SANITARY MAINS AND SANITARY SERVICE I -I TT'----�Y B U R j I ' ' LATERALS SHALL BE IN ACCORDANCE WITH THE STANDARD ` I 4 'f �% j �%J i � � l,/ ' ' } `« ' i PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE ! +t! f f INSTALLATION. SANITARY SEWER PLAN SCALE: 1 "=50' 910 910 Cl- w Q CD z w w 905 � �� ° wzw w� Q 905 CO — CO _ C0 00 CO rn ° � CD Q C> ~ ~ C° z r-- `� z co ��co co Q �� L X "1 0 00 �Or�c O00 900 Xw °- 900 w z o z o 00 �-- � ►►- zzz -1 �M� Cj » Cj >i: W X X (n E- Z Z Cn W w 895 895 ------------- ------------- 890 890 101 0.42% 8 "PVC 80' 0.45% 8"PVC 885 L J 182' 885 880 880 875 875 870 870 SANITARY SEWER PROFI-LE PROJECT NO.: . 50 SCALE. »_ _ VER T.. 1 5 — � -- - -�, Existing Grade New Grade / / / / /// Granular Backfill Z C) V I w No. 10000075 10000075 - STATE OF O` ' . /N P �\ IMINIIIIIIIIIII DATE: 1/31/06 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. 11 U COPYRIGHTED BY THE SCHNEIDER CORP. (2006)1 Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 301 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 1/31/06 1238.000 DRAWN BY: � DCC o SANITARY SEWER PLAN & PROFILE DRAWING FILES: N:\1238\040\DWGS\CITY HOMES \C401.DWG XREF: 040- BS.DWG, 040- ADDTOPO.DWG XREF: 026- BS.DWG, CITYH- BS.DWG �--� W XREF: 3004BS.DWG w XREF: SANITARY .DWG � (C40n o Q oQ O w Q w Z DATE: PROJECT NO.: 1/31/06 1238.000 DRAWN BY: CHECKED BY: DCC SHEET TITLE: SANITARY SEWER PLAN & PROFILE DRAWING FILES: N:\1238\040\DWGS\CITY HOMES \C401.DWG XREF: 040- BS.DWG, 040- ADDTOPO.DWG XREF: 026- BS.DWG, CITYH- BS.DWG XREF: 029- BS.DWG XREF: 3001 ABS.DWG XREF: 3004BS.DWG XREF: FUT- BS.DWG XREF: SANITARY .DWG SHEET NO.: (C40n Earth Or Sidewalk Surfcce L8 Washed Aggregcte PIPE UNDERDRAIN DOUBLE WALL HANCOR HI —Q OR EQUIVALENT Curb Or Curb & Gutter /-Con-'ret! � Pavement / ��70:l�O•% {rOJ�O:i i0 l�.r,oC��C�iq,a,� ° ^� I a�+ %0 70J�b 70..;7 P.• ^>. _ Z.'R C / � ern °r,,• -�, °.. .. e..,� �/ � ' O1''bJ�O�i C ��%3J;•7D \ o��o `` /_o••-`�.. ;70^7 � \/ 47 41 Min. Ili 1nnn V-2" �.',in. PIPE UNDERDRAIN Typical Installations) NOTE: PIPE SHALE CONFORM 10 REQUIREMENTS OF SECTION 905.17 OF STANDARD SPECIFICATIONS. INSTALLATION REQUIRED: BOTH SIDES OF PAVEMENT WHERE REQUIRED BY THE ENGINEER. CITY OF CARMEL STANDARDS SUBSURFACE DRAIN REWISED -- rZCURE U U z LI-) o� N 0 0 N O 00 U Cn N 0 z U a, 0 0 / 00 N - - _. -_. 1- If- 11- t1 -11 -11 11- II- 11 -II• 11- 11 -11- �•_��_��_••.IL�,M"Ti ;=, E Mi. 57/50 01. s�1 =,.fit �-d ON I I PREPARED SUBGRADE R/W LINE 48' -0" BETWEEN EXPANSION JOINTS (MAX.) TYPICAL SIDEWALK SECTION � 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. :4,:'.:::;'; '.::•:: :' :':' :`. �':::: ►'':' .;:::': ,':.= SUBGRADE UNDER ALL CURB, SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS. CONCRETE SIDEWALK ALL TRANSVERSE JOINTS SHALL BE TOOLED OR SAWED TO 1/4" OF THE WALK THICKNESS. NOT TO SCALE 4 SIDEWALK CONSTRUCTED WITH DRIVEWAY OR ALLEY ENTRANCES SHALL HAVE MIN. THICKNESS C801 OF 6" OR THICKNESS OF THE DRIVEWAY OR ALLEY APRON, WHICHEVER IS GREATER. SIDEWALK DETAIL 50' TOP OF CURB 7/7 TRANSVERSE EXPANSION JOINTS BOTTOM OF CURB PAVEMENT TRANSVERSE CONTRACTION JOINTS (10' MAX. SPACING) CURB JOINT DETAIL NOTE: MAXIMUM TRANSVERSE CONTRACTION JOINT SPACING ON RADII SHALL BE 5 FEET. 12 C801 13 C801 3" OF TOPSOIL 1 6" BACKFILL 24" 6" 18" 1. RV Cp A: '. •'...' 4 24" COMPACTED SUBGRADE 2' CONCRETE CHAIRBACK 11 C801 CURB AND GUTTER STD2'CF N PAVEMENT `- SECTION 8" 8„ 8„ SECTION "A— A" 'D 2' CHAIR BACK CURB PAVEMENT SECTION VALLEY GUTTER AND SECTION L 1 1" H.A.C. SURFACE #11 3" H.A.C. BINDER #9 2" #53 STONE 6" #2 STONE PREPARED SUBGRADE PER INDOT No. 201 PARKING LOT PAVEMENT SECTION � (CHAIRBACK CURB) 1. SAWCUT EXISTING EDGE 1' -0" NEW PAVEMENT —\ F MIN. O 5W___1 2. SURFACE MILL 1" 3. TACK COAT ALL FACES —EXISTING PAVEMENT L 1" H.A.C. SURFACE #11 l— 3" H.A.C. BINDER #9 It #53 STONE • PREPARED SUBGRADE PER INDOT No. 201 TYPICAL PAVEMENT TIE —IN 6 C801 ° 0 _0 0 0" 0 ° 0 ° 0 0 0 0 -0 0 0- 0 0 0- 0 0 0- 0 0 0 -1 00 0 0 00 0 0 00 0 00 0 0 00 0 00 0 0 00 0 0 00 0 0 00 0 0 0 0 0 0 0 0 ° O 0° O 0° O ° O 0° O 0 0 0 O° O 0 0 0 0 0 0 00 0 0 00`0 0 00 0 0 00 • 00 0 0 00 0 0 00 0 0 00 0 0 00 0 L 1 1.5" H.A.C. SURFACE #11 2" H.A.C. BINDER #8 3" H.A.C. BASE #SD 7" #53 STONE PREPARED SUBGRADE PER INDOT No. 201 TYPICAL PAVEMENT SECTION WITHIN RIGHT OF WAY X =WIDTH OF SIDEWALK 6' -0" X IF X< 48" THEN SLOPE OF FLARED SIDE SHALL NOT % :. EXCEED 1:12 M Imo•' W �•� 0 ' v� to p. t3 LL1 LLI. . 77' Lij N7 Q.. a< 1> can c�~ 1:10 A 1:10 4' -0" PLAN VIEW SEALED 0 EXPANSION JOINT 1 1/2 "R MAX. 1:12 SLOPE PAVEMENT CONCRETE CURB CURB 8„ SECTION A— A WHEELCHAIR RAMP DETAIL_ r3_"*� \�f� 10" DIA. NOTE: ALL STRIPES TO BE 4" PAINTED VHITE PAINTED HANDICAP 2 SYMBOL DETAIL c801 NO SCALE HANDICAPPED PARKING SIGN 5 C801 I Vv"1 I G J i mr- c- 1— 2" 9' HANDICAPPED TYP. 9' 9' HANDICAPPED TYP. 8' FOR VAN ACCESSIBLE HANDICAP PARKING STALLS 1 NO SCALE 0801 v. 3/4,4w� *10 �� L DATE: 1/31/06 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2006) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 301 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering z a z 1238.000 Z w CJ Ld 0 GENERAL O 7) :2ck ry Li J v V- Ld w (n LJ (n 0- W Li n-2 v0 Z 5' -0" BETWEEN z NC o I � C:> Q TRANSVERSE JOINTS o 50' TOP OF CURB 7/7 TRANSVERSE EXPANSION JOINTS BOTTOM OF CURB PAVEMENT TRANSVERSE CONTRACTION JOINTS (10' MAX. SPACING) CURB JOINT DETAIL NOTE: MAXIMUM TRANSVERSE CONTRACTION JOINT SPACING ON RADII SHALL BE 5 FEET. 12 C801 13 C801 3" OF TOPSOIL 1 6" BACKFILL 24" 6" 18" 1. RV Cp A: '. •'...' 4 24" COMPACTED SUBGRADE 2' CONCRETE CHAIRBACK 11 C801 CURB AND GUTTER STD2'CF N PAVEMENT `- SECTION 8" 8„ 8„ SECTION "A— A" 'D 2' CHAIR BACK CURB PAVEMENT SECTION VALLEY GUTTER AND SECTION L 1 1" H.A.C. SURFACE #11 3" H.A.C. BINDER #9 2" #53 STONE 6" #2 STONE PREPARED SUBGRADE PER INDOT No. 201 PARKING LOT PAVEMENT SECTION � (CHAIRBACK CURB) 1. SAWCUT EXISTING EDGE 1' -0" NEW PAVEMENT —\ F MIN. O 5W___1 2. SURFACE MILL 1" 3. TACK COAT ALL FACES —EXISTING PAVEMENT L 1" H.A.C. SURFACE #11 l— 3" H.A.C. BINDER #9 It #53 STONE • PREPARED SUBGRADE PER INDOT No. 201 TYPICAL PAVEMENT TIE —IN 6 C801 ° 0 _0 0 0" 0 ° 0 ° 0 0 0 0 -0 0 0- 0 0 0- 0 0 0- 0 0 0 -1 00 0 0 00 0 0 00 0 00 0 0 00 0 00 0 0 00 0 0 00 0 0 00 0 0 0 0 0 0 0 0 ° O 0° O 0° O ° O 0° O 0 0 0 O° O 0 0 0 0 0 0 00 0 0 00`0 0 00 0 0 00 • 00 0 0 00 0 0 00 0 0 00 0 0 00 0 L 1 1.5" H.A.C. SURFACE #11 2" H.A.C. BINDER #8 3" H.A.C. BASE #SD 7" #53 STONE PREPARED SUBGRADE PER INDOT No. 201 TYPICAL PAVEMENT SECTION WITHIN RIGHT OF WAY X =WIDTH OF SIDEWALK 6' -0" X IF X< 48" THEN SLOPE OF FLARED SIDE SHALL NOT % :. EXCEED 1:12 M Imo•' W �•� 0 ' v� to p. t3 LL1 LLI. . 77' Lij N7 Q.. a< 1> can c�~ 1:10 A 1:10 4' -0" PLAN VIEW SEALED 0 EXPANSION JOINT 1 1/2 "R MAX. 1:12 SLOPE PAVEMENT CONCRETE CURB CURB 8„ SECTION A— A WHEELCHAIR RAMP DETAIL_ r3_"*� \�f� 10" DIA. NOTE: ALL STRIPES TO BE 4" PAINTED VHITE PAINTED HANDICAP 2 SYMBOL DETAIL c801 NO SCALE HANDICAPPED PARKING SIGN 5 C801 I Vv"1 I G J i mr- c- 1— 2" 9' HANDICAPPED TYP. 9' 9' HANDICAPPED TYP. 8' FOR VAN ACCESSIBLE HANDICAP PARKING STALLS 1 NO SCALE 0801 v. 3/4,4w� *10 �� L DATE: 1/31/06 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2006) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 301 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 1/31/06 1238.000 DRAWN BY- LIZ DCC O GENERAL DETAILS DRAWING FILES: N:\1238\040\DWGS\CITY HOMES \C801.DWG V (C T ^ V J Q Q C:> Q o w Qw (,•r� z W 4 r --- 4 DATE: PROJECT NO.: 1/31/06 1238.000 DRAWN BY- CHECKED BY: DCC SHEET TITLE: GENERAL DETAILS DRAWING FILES: N:\1238\040\DWGS\CITY HOMES \C801.DWG SHEET NO.: (C WITHIN 5' AND UNDER PAVEMENT: FINAL BACKFILL SHALL BE B— BORROW (INDOT SPEC) COMPACTED IN 6" MAX LIFTS TO NOT LESS THAN 95% STANDARD PROCTOR. 6" BELOW 1/2 TRENCH AGGREGATE SUBBASE OF PAVEMENT SHALL BE #53 STONE °OO DEPTH MIN. (INDOT SPEC) COMPACTED TO NOT LESS THAN 95% STANDARD PROCTOR. SHALL MEET OR EXCEED REQUIREMENTS OF JURISDICTIONAL AUTHORITY IF MORE STRINGENT. °C7° ❑D °1313 rz 00❑❑❑ ❑❑1313❑ 1313❑❑❑❑ - - -- STRAIGHT CURB & GUTTER SOIL w 4' 4' TY GRADE NO R 30 OPE CASTING PLACEMENT ° T.C. '$DUMP NO WASTE— DRAINS TO WATERWAY" v �\ ASPHALT STORM MANHOLE z NEENAH TYPE CASTING w � BEDDING GRADE T.C. --� No. "DUMP NO WASTE - DRAINS TO WATERWAY" ~ OPENING :Q A NOTE: AS DETAIL SHOWS, STRUCTURE SHALL BE CONSTRUCTED SUCH THAT NO PART OF THE STRUCTURE EXTENDS UNDER I I THE MAINLINE PAVEMENT BEYOND THE I I LIMIT OF THE CASTING FRAME. I I I I STANDARD REINFORCED CONC. BASE NOTE: STRUCTURES SHALL PROVIDE 1/31/06 PRECAST INLETS WITH PRECAST OPENINGS. c�S CHAIRBACK CURB INLET DETAIL 12 GREATER THAN 5' FROM PAVEMENT: FINAL BACKFILL SHALL BE CLEAN FILL MATERIAL FREE OF ROCKS LARGER THAN 4" DIA, FROZEN LUMPS OF SOIL, WOOD OR OTHER EXTRANEOUS MATERIAL COMPACTED IN 12" MAX LIFTS TO NOT LESS THAN 90% STANDARD PROCTOR DENSITY. 1/2 TRENCH DEPTH MIN. J- SOIL w PLACEMENT ° U z Lv 12" MIN. — No. 8 STONE 1' 4' WITHIN 5' AND UNDER PAVEMENT: FINAL BACKFILL SHALL BE B— BORROW (INDOT SPEC) COMPACTED IN 6" MAX LIFTS TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY. 6" BELOW AGGREGATE SUBBASE OF PAVEMENT SHALL BE #53 STONE (INDOT SPEC) COMPACTED TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY. SHALL MEET OR EXCEED REQUIREMENTS OF JURISDICTIONAL AUTHORITY IF MORE STRINGENT. 'w"'k4 1, FINAL BACKFILL BEDDING 1. D BEDDING, HAUNCHING, AND INITIAL BACKFILL SHALL BE B— BORROW (INDOT SPEC) COMPACTED IN 6" LIFTS MAX TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY. INITIAL BACKFILL AREA SPRING LINE OF PIPE HAUNCHING AREA —BEDDING AREA O.D. OF PIPE FOUNDATION 4" MIN.- J ` (REQUIRED IN UNSTABLE SOIL) (3" MIN. @ BELL OF PIPE) 12" X12" No. 8 STONE STORM SEWER TRENCH 8c PIPE EMBEDMENT DETAIL » �12 U U a- Ln Ln CD 0 0 N 3 N O 0 i 0 z U / 0 O 00 N OPENING .D I I I I I I I I I I STANDARD REINFORCED CONC. BASE *FOR DIMENSIONS SEE D -18 ON C806. K,_� STORM STRUCTURE DET/AIL c8o2 3 12" MIN. no NO. 8 CRUSHED STONE (TYP.) SPRING LINE OF PIPE FINISH GRADE 1>1 INFI- SHIELD "UNIBAND"-" OR APPROVED EQUAL SEAL c PER SPECIFICATIONS -! -= 0 cnto�W z -0x 0 z5 HzJc7 0- W WW. X a W W Q W wJ`�3W �QN0 MANHOLE STEPS 4' -0" DIA. FILL WITH CONCRETE PLAN d..'. ... . . o...... ............. ' a....... .. #4 0 12" EA. WAY ........ ......... -�-�- ...........' 0 • 0 0-0-F_-,0-0;0_0 . 0 010-0.0-0.0-0.0 .° 0 0.0 0 0, o e 0. o 0.000-000.0'a.0,0.000 0 0. 0 0 0.° e 0.° 0 0.° 0 0 o ° ' ° e ° ' ° ° ' ° ° ° ' ° 6" MIN. NO. 8 CRUSHED STONE *0.°oo.°*0.°00.°*0.°�0.°�0.°�0.° "0 REQUIRED UNDER MANHOLE BASE FOR LEVELING AND SUPPORT 4' -0" MIN. MANHOLE BASE FOR PRECAST SECTION A —A SANITARY MANHOLE DETAIL 1 CARMEL 0802 NEENAH R- 1642 —A W /SELF SEALING LID (OR EQUAL) STAMPED "SANITARY SEWER" 2' -0" DIA. PRECAST CONC. RINGS TAPERED CONE SECTION PRECAST CONCf SECTIONS -d (16" MAX.) BUTYL RUBBER COATING AS PER SPECIFICATION O.D. OF PIPE FOUNDATION 6" MIN. —Z (REQUIRED IN UNSTABLE SOIL) 12" �_l 2 (MIN.) (MIN.) SANITARY TRENCH 8c PIPE EMBEDMENT DETAIL X02 NORMAL GRADE 1/4" PER FOOT MIN. -1/8" PER FOOT CONNECT TO EXISTING SERVICE PLUG FOR FUTURE CONNECTION. PLUG SHALL BE ABLE TO PASS AIR PRESSURE TEST REQUIRED FOR SEWER MAIN. USE 6" SEWER PIPE UNLESS OTHERWISE SPECIFIED APPROX. 90'-, ISOMETRIC PLAN MAIN SEWER LONG RADIUS SECTION A -A DIAMETER AS SPECIFIED f ON PLAN OR SCHEDULE PLAN VIEW CONNECTION TO MAIN SEWER COVER & SEAL * BELL HOLES SHALL BE PROVIDED AND THE TRENCH PREPARED SO t I USE 6" SEWER PIPE UNLESS THAT THE BOTTOM IS PROPERLY I I OTHERWISE SPECIFIED SUPPORTED THROUGHOUT ITS I I I LENGTH. I I I I I I APPROX 90' I I LONG RADIUS CURVE I I ✓� DIAMETER AS Z_ _-- - - - - -- - _____- SPECIFIED I I I ON PLANS I I I *SEAL MUST BE ABLE TO PASS AIR PRESSURE TESTS REQUIRED FOR SEWER MAIN WYE & LATERAL CAPPING DETAIL_io-s� C802 PRECAST BASE 03T NOTE MANHOLE CONFORMS TO ASTM C -478 JOINT CONFORMS TO ASTM C -443 PLACE 1/2- DIA EXTRUDABLE -V PREFORMED GASKET MATERIAL IN EACH KEYWAY (SEE DETAIL). PLAN VIEW PRECAST CONCRETE ADJUSTING RING OR FLANGE OF CASTING •'•9 •••• ••••• • •o•' NOMINAL 1 2" BUM RUBBER 24" I.D. BASE EXTRUDABLE PREFORMED GASKET MATERIAL (TYP) 34 "O.D. PER SPECS. GASKET DETAIL SECTION A —A A r% 11 1 f-% TI \ 1 /'1 1"1 1 ► 1 01 11 r T • 1 I (FIGURE 5 -4B) 63' 4 " -12" 1/2" 9 C802 SANITARY OR STORM SEWER �., TYPICAL UTILITY CROSSING cwz C/) Z CD cn W o✓ .�•�F`% No. 10000075 ?_ C) STATE OF INDIAN?' ' �� /ANAL �,,innfffnnu�l�ua� DATE: 1/31/06 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2006) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 301 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 1/31/06 1238.000 DRAWN BY: c�S DCC o GENERAL r DRAWING FILES: N:\1238\040\DWGS\CITY HOMES \C802.DWG SHEET NO.: (C W Q) 6:�! w O Q Q Z � z n. 1 z DATE: PROJECT NO.: 1/31/06 1238.000 DRAWN BY: CHECKED BY: DCC SHEET TITLE: GENERAL DETAILS DRAWING FILES: N:\1238\040\DWGS\CITY HOMES \C802.DWG SHEET NO.: (C U Z n O Ln N 0 O N T- 6 O 00 O 00 U (1) E O U U) -0 / O NJ- O 00 N STORMWATER POLLUTION PREVENTION PLAN INDEX Al Plan Index provided below A2 11"x17* Plat denoting lot numbers, boundaries and streets is provided separately. A3 Project Type: This site consists of the construction of six single family homesites within a Mixed -Use Block development. A4 Vicinity Map: Denoted on Sheet C100 A5 Legal Description of Project Site: See attached Secondary Plat and NOI Letter. A6 Location of proposed site improvements: See sheets C101 to C102. A7 14 Digit Hydrologic Unit Code: 05120201090060 A8 State or Federal water quality permits: None A9 Specific points where stormwater discharge will leave the site: Stormwater will discharge from the site into existing /proposed storm sewer networks within the Village of WestClay. The storm sewers are routed through several detention ponds prior to discharging into Elliot Creek, see Site Plan Sheet C101 and the Grading, Drainage & Utility Plan Sheet C102 for more detail. A10 Location of all wetlands, lakes & water courses on and adjacent to site: Existing ponds are located to the south and east of the site within the Village of WestClay. The pond series drains to the east into Elliot Creek, see Site Plan Sheet C101 and the Grading, Drainage & Utility Plan Sheet C102 for more detail. All Receiving Waters: Elliot Creek Al2 Identification of potential discharges to groundwater. None. A13 100 Year Floodplains, Floodways and Flood Fringes: None. A14 Pre- Construction and Post Construction Peak Discharge: 10year Pre - Construction Peak Discharge = 2.5 CFS 10year Post Construction Peak Discharge = 3.4 CFS A15 Adjacent Land Use (See Stormwater Pollution Prevention Plan - Pre - Construction Plan Sheet C103 for more information): North: Village of WestClay Section 3001 -A, Future Commercial South: Village of WestClay Section 3001 -A, Future Commercial East: Village of WestClay Section 3004 Harrison Park West: Village of WestClay Section 3001 -A, Commercial A16 Locations and approximate boundaries of all disturbed areas: See Sheets C103 -C104 for locations. A17 Identification of existing vegetative cover: See Stormwater Pollution Prevention Plan - Pre- Construction Plan Sheet C103. A18 Soils Map including descriptions and limitations: See sheet C804 for soils map, description and limitations. A19 Locations, size and dimensions of proposed stormwater systems: See Grading, Drainage & Utility Plan Sheet C102 for proposed storm sewer system. See Sheet C601 for profiles. A20 Locations, size and dimensions of any proposed off -site construction activities associated with this project: See Grading, Drainage & Utility Plan Sheet C102. A21 Locations of Soil Stockpiles: Stockpile areas shall be located as far away from ponds, existing storm sewer inlets and existing swales as possible. Stockpiles shall not be located closer than 15 feet from property line. Stockpiles shall be immediately seeded and secured with silt fence. A22 Existing site topography. See Grading, Drainage & Utility Plan Sheet C102 for existing site topography. A23 Proposed final topography. See Grading, Drainage & Utility Plan Sheet C102 for proposed site grading and drainage patterns. B 1 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 plan has been created in an effort to eliminate sediment from leaving the Village of WestClay City Homes, Part II, Section 3001 -A, Block "E" project during construction protecting the adjoining properties and Elliot Creek. The majority of the existing watershed sheet flows prior to entering the existing streets & storm sewers in the adjoining sections. The storm sewer systems convey runoff through a series of ponds eventually discharging into Elliot Creek PRECONSTRUCTION ACTIVITIES: 1. Call the Indiana Underground Plant Protection systems, Inc. ( "Holey Mole ;) at 1- 800 - 382 -5544 to check the location of any existing utilities. They should be notified two working days before construction takes place. 2. An orange construction fence shall be constructed along the perimeter of the tree preservation areas prior to any earth moving. 3. A silt fence shall be installed at the edges of the project site where there is potential for any stormwater runoff. See Sheets C103 -C104 for locations of silt fence. 4. Curb inlet protection shall be installed at existing curb inlets and existing riser as depicted on plan. 5. Evaluate, mark and protect important trees and associated root zones. Evaluate existing vegetation suitable for use as filter strips along the North, South, East and West boundaries. 6. Maintain 10' minimum grass filter strips as depicted on plan. 7. A construction entrance shall be placed per the plan location. 8. Establish construction staging area for equipment and vehicles as for from detention ponds and swales as possible. 9. Establish onsite location for owner /operator /contractor placement of approved plans and Rule 5 NOI and Rule 5 inspection documentation. CONSTRUCTION ACTIVITIES: 1. Once erosion and sediment control measures are in place, begin land clearing followed immediately by rough grading. Do not leave large areas unprotected for more than 15 days. Rule 5 requires that all disturbed areas that potentially will be idle for 15 days or more will be stabilized (seeded, mulched, etc..) immediately. 2. After completion of mass grading, final grade and seed, landscape berms, common areas and swales immediately after grading is completed. 3. Upon completion of mass grading, install sanitary and storm sewers. As storm sewers are constructed, install inlet protection measures. 4. Upon completion of sewer installation and inlet protection, proceed with street construction. 5. Liming of parking lot, if utilized, should be done prior to the installation of storm sewers to prevent the transmission of lime dust to ponds or receiving waters. 6. Final grade all areas. Re -seed any disturbed areas. 83 Stable construction entrance location(s) and specifications: See Stormwater Pollution Prevention Plan Sheet C104 for location and Sheet C804 for construction entrance details and specifications. 84 Sediment control measures for sheet flow areas: See Stormwater Pollution Prevention Plan Sheets C103 -C104 for locations of sediment control measures and Sheet C804 for construction details and specifications. B5 Sediment control measures for concentrated flow areas: See Stormwater Pollution Prevention Plan Sheets C103 -C104 for locations of sediment control measures and Sheet C804 for construction details and specifications. B6 Strom sewer inlet protection measures, locations and specifications: See Stormwater Pollution Prevention Plan Sheets C103 -C104 for locations of inlet protection measures and Sheet C804 for construction details and specifications. B7 Runoff control measures: See Stormwater Pollution Prevention Plan Sheets C103 -C104 for locations of runoff control measures and Sheet C804 for construction details and specifications. B8 Stormwater outlet protection specifications: See Stormwater Pollution Prevention Plan Sheets C103 -C104 for locations of stormwater outlet control measures and Sheet C804 for construction details and specifications. B9 Grade stabilization structure locations and specifications: See Stormwater Pollution Prevention Plan Sheets C103 -C104 for locations of grade stabilization control measures and Sheet C804 for construction details and specifications. B10 Location, dimensions, specifications and construction details of each stormwater quality measure: See Stormwater Pollution Prevention Plan Sheets C103 -C104 for locations of various stormwater quality measures and Sheet C804 for construction details and specifications. B 11 Temporary surface stabilization methods appropriate for each season: See Stormwater Pollution Prevention Plan Sheets C103 -C104 for locations of temporary surface stabilization measures and Sheet C804 for construction details and specifications. 812 Permanent surface stabilization specifications: See Stormwater Pollution Prevention Plan Sheets C103 -C104 for locations of permanent surface stabilization measures and Sheet C804 for construction details and specifications. B 13 Material handling and spill prevention plan: Purpose: The intention of this Spill Prevention, Control and Countermeasures (SPCC) is to establish the procedures and equipment required to prevent the discharge of oil and hazardous substances in quantities that violate applicable water quality standards, cause a sheen upon or discoloration of the surface of navigable waters or adjoining shorelines, or cause sludge or emulsion to be deposited beneath the surface of the water or adjoining shorelines. The Plan also establishes the activities required to mitigate such discharges (i.e., countermeasures) should they occur. Definitions: Pollutant: means pollutant of any kind or in any form, including but not limited to sediment, paint, cleaning agents, concrete washout, pesticides, nutrients, trash, hydraulic fluids, fuel, oil, petroleum, fuel oil, sludge, oil refuse, and oil mixed with wastes other than dredged soil. Discharge: Includes but is not limited to, any spilling, leaking, pumping, pouring, emitting, emptying, or dumping. Navigable Waters: Means all waters of the United States that are connected with a navigable stream, lake, or sea. [Note: This definition is usually interpreted to mean any wastewater (even normally dry wash or storm sewer) that eventually drains into a navigable stream]. Plan Review and Amendements: This Plan shall be reviewed and /or amended, if necessary, whenever there is a change in the design of the site, construction, operation, or maintenance which materially affects the site's potential for the discharge of regulated material. Prediction of Potential Spills: 1. Nearest Navigable Water. Elliot Creek 2. Drainage System: The majority of the existing watershed sheet flows prior to entering the existing streets and storm sewers in the adjoining sections. The storm sewer systems convey runoff through a series of ponds eventually discharging into Elliot Creek. It then follows the ditch southeast. 3. Possible Spill Sources (during 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 Spills: 1. Any personnel obseing a spill will immediately instigate the following procedure: a.) Dialing '0" from any telephone. b.) Notify he appropriate emergency personnel. 2. The Emergency Coorinator will then take the following actions: a.) Borricace 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 tie City of Caramel Fire Department Phone: 9 -1 -1 d.) Notify the City of Carmel Police Department Phone: 9 -1 -1 e.) Notify waste recovery contractor, maintenance personnel or other contractual personnel as necessary for cleanup. f.) Coordinate and monitor cleanup until the situation has been stabilized and all spills have been eliminated. g.) Cooperate with the IDEM -OER on procedures and reports involved with the event. Cleanup Parameters: 1. The Developer / Homeowners Association shall be continually kept informed, maintain lists of qualified contractors and available Vac - trucks, tank pumpers and other equipment readily accessible for dean -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. Wen spills occur which could endanger human life and t hi s beco m es 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 mate6ol with water will not be permitted unless so authorized by the Indiana Department of Environmental Management. 014 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 ovoid 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 TroQ 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 Maintenance Requirements 1. After each storm event remove the sediment and replace the gravel, replace the geotextile fabric if used. 2. Periodically remove sediment and tracked -on soil from the street, without flushing, to reduce the sediment load on the curb inlet protection. 3. 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, geotextile fabric and sediment deposits and dispose of them properly. Erosion Control Blanket (Surface Applied) Maintenance Requirements 1. During vegetative establishment, inspect after each storm event for any erosion below the blanket. 2. If any area(s) shows erosion, pull back that portion of the blanket covering it, re -seed the area and relay and staple the blanket. 3. After vegetative establishment check the treated area periodically. Temporary Gravel Construction Entrance Maintenance Requirements 1. Inspect entrance pad and sediment disposal area weekly and after storm events or heavy use. 2. Reshape as needed for drainage and runoff control. 3. Topdress with clean stone as needed. 4. Immediately remove mud and sediment tracked or washed onto streets by brushing or sweeping. Flushing should only be used if the water is conveyed into a sediment trap or basin. 5. Repair any broken road pavement immediately. B15 Erosion & sediment control specifications for individual building lots: See Sheet C804 for Construction details and specifications for erosion & sediment control on individual building lots. Cl 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. Inspect and maintain all erosion control measures as detailed in the Stormwater Pollution Prevention Measures Maintenance Requirements beginning immediately after installation and continuing until vegetation has been sufficiently established and all construction activity is complete. 2. Remove all individual inlet protection and straw bale dams, silt fences, etc. only after seeding and sufficient vegetative growth has been established in each area to a point where sediment /pollutants will not enter the lake(s) or storm sewer system. 3. It is recommended that any proposed wetland areas and plantings (if any) be constructed /placed after final grading and sufficient vegetative growth has been established to a point where sediment /pollutants will not enter the proposed wetlands. 4. Inspection and maintenance of all common areas and infrastructure improvements is the responsibility of the owner /developer or his designee until improvements are accepted for maintenance by homeowners association or local agencies. 5. 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. Typical stormwater quality measures for reducing, eliminating or controlling pollutants (source controls) include: a. Detention /Retention devices b. Reducing Runoff or Direct runoff from impervious areas c. Vegetated strips and /or swales d. Permanent erosion control seeding e. Outlet protection e. Mulching It is the intent of this pion that the implementation of the above described stormwater quality measures be executed in accordance with the enclosed plans and details in order to meet the requirements of Rule 5 storm water quality. C4 Location, dimensions, specifications and construction details of stormwater quality measures: See Stormwater Pollution Prevention Plan Sheets C103 -C104 for locations of permanent stormwater quality measures and Sheet C804 for 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 I 117* A n1i Mr-n VEHICLE & EQUIPMENT MAINTENANCE Description and Purpose Prevent or reduce the contamination of stormwater resulting from vehicle and equipment maintenance by running a "dry and clean site". The best option would be to perform maintenance activities at an offsite facility. If this option is not available then work should be performed in designated areas only, while providing cover for materials stored outside, checking for leaks and spills, and containing and cleaning up spills immediately. Suitable Applications These procedures are suitable on all construction projects where an onsite yard area is necessary for storage and maintenance of heavy equipment and vehicles. Limitations Onsite vehicle and equipment maintenance should only be used where it is impractical to send vehicles and equipment offsite for maintenance and repair. Sending vehicles /equipment offsite should be done in conjunction with a Stabilized Construction Entrance/Exit. Outdoor vehicle or equipment maintenance is a potentially significant source of stormwater pollution. Activities that can contaminate stormwater include engine repair and service, changing or replacement of fluids, and outdoor equipment storage and parking (engine fluid leaks). Implementation If maintenance must occur onsite, use designated areas, located away from drainage courses. Dedicated maintenance areas should be protected from stormwater runon and runoff, and should be located at least 50 ft from downstream drainage facilities and watercourses. Drip pans or absorbent pads should be used during vehicle and equipment maintenance work that involves fluids, unless the maintenance work is performed over an impermeable surface in a dedicated maintenance area. Place a stockpile of spill cleanup materials where it will be readily accessible. All fueling trucks and fueling areas are required to have spill kits and /or use other spill protection devices. Use adsorbent materials on small spills. Remove the absorbent materials promptly and dispose of properly. Inspect onsite vehicles and equipment daily at startup for leaks, and repair immediately. Keep vehicles and equipment clean; do not allow excessive build -up of oil and grease. Segregate and recycle wastes, such as greases, used oil or oil filters, antifreeze, cleaning solutions, automotive batteries, hydraulic and transmission fluids. Provide secondary containment and covers for these materials if stored onsite. Train employees and subcontractors in proper maintenance and spill cleanup procedures. Drip pans or plastic sheeting should be placed under all vehicles and equipment placed on docks, barges, or other structures over water bodies when the vehicle or equipment is planned to be idle for more than 1 hour. Properly dispose of used oils, fluids, lubricants, and spill cleanup materials. Do not place used oil in a dumpster or pour into a storm drain or watercourse. Properly dispose of or recycle used batteries. Do not bury used tires. Repair leaks of fluids and oil immediately. Listed below is further information if you must perform vehicle or equipment maintenance onsite. Inspection and Maintenance Inspect and verify that BMPs are in place prior to the commencement of associated activities. While activities associated with the BMP are under way, inspect weekly to verify continued BMP implementation. Keep ample supplies of spill cleanup materials onsite. Maintain waste fluid containers in leak proof condition. Vehicles and equipment should be inspected on each day of use. Leaks should be repaired immediately or the problem vehicle(s) or equipment should be removed from the project site. Inspect equipment for damaged hoses and leaky gaskets routinely. Repair or replace as needed. VEHICLE AND EQUIPMENT 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 Maintenonce 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 criDtion and Purpose Solid waste management procedures and practices are designed to prevent or reduce the discharge of pollutants to stormwater from solid or construction waste by providing designated waste collection areas and containers, arranging for regular disposal, and training employees and subcontractors. Suitable Applications This BMP is suitable for construction sites where the following wastes are generated or stored: Solid waste generated from trees and shrubs removed during land clearing, demolition of existing structures (rubble), and building construction Packaging materials including wood, paper, and plastic Scrap or surplus building materials including scrap metals, rubber, plastic, glass pieces and masonry products Domestic wastes including food containers such as beverage cans, coffee cups, paper bags, plastic wrappers, and cigarettes Construction wastes including brick, mortar, timber, steel and metal scraps, pipe and electrical cuttings, nonhazardous equipment parts, styrofoom and other materials send transport and package construction materials Implementation The following steps will help keep a clean site and reduce stormwater pollution: Select designated waste collection areas onsite. Inform trash- hauling contractors that you will accept only watertight dumpsters for onsite use. Inspect dumpsters for leaks and repair any dumpster that is not watertight. Provide an adequate number of containers with lids or covers that can be placed over the container to keep rain out or to prevent loss of wastes when it is windy. Plan for additional containers and more frequent pickup during the demolition phase of construction. Collect site trash daily, especially during rainy and windy conditions. Remove this solid waste promptly since erosion and sediment control devices tend to collect litter. Make sure that toxic liquid wastes (used oils, solvents, and paints) and chemicals (acids, pesticides, additives, curing compounds) are not disposed of in dumpsters designated for construction debris. Do not hose out dumpsters on the construction site. Leave dumpster cleaning to the trash hauling contractor. Arrange for regular waste collection before containers overflow. Clean up immediately if a container does spill. Make sure that construction waste is collected, removed, and disposed of only at authorized disposal areas. Collection, Storage, and Disposal Littering on the project site should be prohibited. To prevent clogging of the storm drainage system, litter and debris removal from drainage grates, trash rocks, 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 Ilitter was generated by he contractor, the public, or others. Collected litter and debris should not be placed in or next to drain inlets, stormwater drainage systems, or watercourses. Dumpsters of sufficient size and number should be provided to contain the solid waste generated by the project. Full dumpsters should be removed from the project site and the contents should be disposed of by the trash hauling contractor. Construction debris and waste should be removed from the site biweekly or more frequently as needed. Construction material visible to the public should be stored or stocked in an orderly manner. Stormwater runon should be prevented from contacting stored solid waste through the use of berms, dikes, or other temporary diversion structures or through the use of measures to elevate waste from site surfaces. Solid waste storage areas should be located at least 50 ft from drainage facilities and watercourses and should not be located in areas prone to flooding or ponding. Inspection and Maintenance Inspect and verify that activity -based BMPs are in place prior to the commencement of associated activities. While activities associated with the BMP are under way, inspect weekly to verify continued BMP implementation. Inspect BMPs subject to non - stormwater discharge daily while non - stormwater discharges occur Inspect construction waste area regularly. Arrange for regular waste collection. CONCRETE WASHOUT 'i'1e 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 ore made. Incorporate requirements for concrete waste management into material supplier and subcontractor agreements. Store dry and wet materials under cover, away from drainage areas. Avoid mixing excess amounts of fresh concrete. Perform washout of concrete trucks offsite or in designated areas only. Do not wash out concrete trucks into storm drains, open ditches, streets, or streams. Do not allow excess concrete to be dumped onsite, except in designated areas. For onsite washout: - Locate washout area at least 50 feet from storm drains, open ditches, or water bodies. - Do not allow runoff from this area by constructing a temporary pit or bermed area large enough for liquid and solid waste. - Wash out wastes into the temporary pit where the concrete can set, be broken up, and then disposed properly. - Avoid creating runoff by draining water to a bermed or level area when washing concrete to remove fine particles and expose the aggregate. - Do not wash sweepings from exposed aggregate concrete into the street or storm drain. Collect and return sweepings to aggregate base stockpile or dispose in the trash. DEWATERING AND PUMPING OPERATIONS DescriDtion 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 precipito tion (storm water) 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 Descrip tion: 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 Applications: Effective for the removal of gravel, sand, silt, some metals that settle out with the sediment, and trash. Implemen to tion; 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. Moin tenance: 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 Uescrip tion: 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 Applications: Effective for the removal of large and medium sized particles (sand and gravel) and some metals that settle out with the sediment. /Implemen to tion; Excavation and construction of related facilities is required. Trap inlets should be located to maximize the travel distance to the trap outlet. Use rock or vegetation to protect the trap outlets against erosion. Iloln tenanCC: 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 Baa Filter Descrip tion: A gravity bag filter, also referred to as a dewatering bag, is a square or rectangular bag made of non -woven geotextile fabric that collects sand, silt, and fines. Appropriate Applications: Effective for the removal of sediments (gravel, sand, and silt). Some metals are removed with the sediment. Implemen, to tion: Water is pumped into one side of the bag and seeps through the bottom and sides of the bag. A secondary barrier, such as a rock filter bed or straw /hay bale barrier, is placed beneath and beyond the edges of the bag to capture sediments that escape the bag. Main tenance: 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 Proiect Name: J Name of Trained Individual: Date of Inspection: Is this Fvgluation following n rainfall Yes No If ves_ cinte the rnin stnnned- InrhPc No. PROBLEM or CONCERN YES NO I N/A 1. Is the site information posted at the entrance? 0 O STORMWATER POLLUTION 2. Are all necessary permits attained and special provisions being' implemented? N: \1238 \040 \DWGS \CITY HOLES \C803- 804.DWG SHEET NO.: (D C00:3 3. Is a construction entrance installed? Is it effective? Is it enough E­4 4. 1 Public and private streets are clean? � W Q..4 �7_; 5. Are appropriate practices installed where stormwater leaves the site? z z 6. Silt fence is entrenched into the round? � 7. Silt fence is upright? Fabric and stakes meet specifications? Fabric is not to torn? a �� = . i �:5 Q) Terminated to higher round? Property joined at ends? C4 U C.) Q4 U 8. Sediment basins and traps are installed according to the plan? The pipe or rock spillway is functional? 5; Z 9. The earthwork for erosion and sediment control practices is properly graded, seeded and /or mulched? w f24 10. I Diversions swales and/or waterbars are installed to plan and protected? 1=1 I I I 11. Perimeter practices have adequate capacity and do not need to be cleaned out? 12. Inlet protection is installed on all functional inlets? not filter fabric under rate 13. Inlet protect ion 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. 1 Catch basin insert protection is installed where re uired? 17. Sediment has been removed from the practice? 18. Swales and ditches have been stabilized or protected? 19. Stormwater outlets are adequately stabilized? 20. Temporary stabilization of distributed round has been addressed? 21. Disturbed areas that will lie dormant for 15 days are planned to be rotected? 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 proqressing throu h the project? 25. Final grading and stabilization is progressing on completed areas? 26. 1 roperly prepared 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. 1 A dumpster is onsite for trash disposal? 31. Fuel tanks and other toxic materials are safely stored and protected? 32. Smaller construction sites not required to file a separate NOI are complyiing with the overall Ian? 33. 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: Date: Contractor Representative contacted, name and date: Date: Report Submitted by: Date: cii 0 i) > w ,\\\\'I () t4 T y//Z \ . , 1�1///, e, \ 7 1 Q` ISTR � ' \` ' F .� O .� I § J f - No. . , = : . 10000075 'a pz I �-: � STATE OF Q �� '.,� �/VDIA0..._-"�� .` i i����/ s/0 1IT111, t 11I I I111t11�� 3/"W" so . -Za 0 1 � 0 > // � LM** DATE: 1/31/06 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. QC COPYRIGHTED BY THE SCHNEIDER CORP. (2006) V-s lei II - - THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 301 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering �� PROJECT NO.: 1 1/31/06 1238.000 DRAWN BY: CIO BET 0 O STORMWATER POLLUTION C,� DRAWING FILES: N: \1238 \040 \DWGS \CITY HOLES \C803- 804.DWG SHEET NO.: (D C00:3 U) W E­4 U) a) � W Q..4 �7_; C�) z z � � C+--q 0 a �� = . i �:5 Q) >�q &--4 C4 U C.) Q4 U bZ Z �_� C') 5; Z r___1 w f24 r ---- q 0 r.-I >01. I 1=1 I I I DATE: PROJECT NO.: 1 1/31/06 1238.000 DRAWN BY: CHECKED BY: BET SHEET TITLE: STORMWATER POLLUTION PREVENTION DETAILS &NOTES DRAWING FILES: N: \1238 \040 \DWGS \CITY HOLES \C803- 804.DWG SHEET NO.: (D C00:3 U n CD 0 Ln N CD O O N \ 0 oo O 00 U F U / 0 0 00 N Soils Legend & Descriptions: Br - Brookston silty clay loam, Soil Description and Characteristics: The main soil features that adversely affect engineering uses of this soil are a seasonal high water table, high potential frost action, moderate shrink -swell potential and moderate permeability. This soil has severe limitations for building sites. The site needs to be artificially drained and protected from flooding. Dwellings with basements should not be constructed on this soil. This soil has severe limitations for local roads and streets because of seasonal high water table and high potential frost action. The base material for roads and streets should be replaced or strengthened with suitable material. CrA - Crosby silt loam, Soil Description and Characteristics: The main soil features that adversely affect engineering uses of this soil are a seasonal high water table, high potential frost action, moderate shrink -swell potential and moderate permeability. This soil has severe limitations for building sites. The site needs to be artificially drained to prevent wetness from becoming a problem. Dwellings with basements should not be constructed on this soil. This soil has severe limitations for local roads and streets because of seasonal high water table and high potential frost action. The base material for roads and streets should be replaced or strengthened with suitable material. Recommendations and methods to overcome soil limitations: Limitations for local roads, streets and dwellings because of seasonal high water table and high potential frost action can be overcome by the use of curb underdrains, sub -base strengthening or lime stabilization. Swales which sever the surface drainage can also help. High water tables can be overcome with respect to basement construction with the use of perimeter foundation drains and sump pumps. Refer to the site construction drawings and details for specific information related to the proposed infrastructure improvements on this site. 6' HIGH, 12' WIDE GEOTECTILE FABRIC FILLED WITH No-2 STONE. (FABRIC -NUTEC 3NW SILT FENCE FABRIC OR APPROVED EQUAL) ONE FOOT OVERLAP ONTO THE CURB CURB INLET �y RUN CR CURB INLET SEDIMENT BARRIER- NO SCALE �.000� 3 SEEDING eye. �` 1....•� .' 1��� � ��•� � fj �w.,�.+�•••� �'�,`•� I�y�•�•.n,...` ,`7 77•::7• -J CrA Br QN12i hJ32 U Er !'5rt )'D CrAr Cr A t D- p I'm tri B- It B. 1 __. I r � � r/ CrA CrA ! i i ( 3 w s. 1 .r` r i �.FS �,j �•�...e' �'^`� _Ij`+� 1'••`...W.•r' ii � i ��.. _ Cr ::y w=o � f 1 >- C2 W-15f-// CrA r + Lr 'r-r\ i; - c L` 1 u � �---6" MIN. TURN DOWN EROSION CONTROL BLANKET (NORTH AMERICAN GREEN S -75 OR EQUAL) � - EXISTING GRADE i �II EROSION CONTROL MATTING DETAIL NOT 7 go SCALE 2 stakes (typ) per bale flow . straw bale Plan (n.t.s.) bindings to be placed parallel to ground - stake (typ) __---- straw bale -3 " -6 "undertoe Profile (n. t. s.) SEDIMENT FILTER DETAIL SIGN TO INDICATE THE EROSION CONTROL MEASURE MAINTENANCE LOCATION OF THE INSTALLATION SEQUENCE TEMP. DIVERSION SWALE &SILT TRAPS CONCRETE WASHOUT AREA ..� .......:..::............. PRIOR BERM AROUND PERIMETER 12" MIN AS NEEDED 12 " PRIOR TO CLEARING AND GRADING w .- 2' -0 "MIN WEEKLY, AFTER STORM GROUND SURFACE COMPACTED EMBANKMENT •1 OR FLATTER EXISTING INLET PROTECTION MATERIAL TYP. SIDE SLOPES 15'x15' MIN OR AS REQUIRED TO CONTAIN WASTE CONCRETE NOTES: 1. CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE. 2. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA, AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS. 3. THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE. 4. AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN APPROVED WASTE SITE. 5. WHEN THE CONCRETE WASHOUT ARE IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE INSPECTOR. CONCRETE WASHOUT DETAIL i SILT FENCE X X 10 TYPICAL TYPICAL TOPSOIL STOCKPILE Seedbed Preparation Apply lime to raise the pH to the level needed for species being seeded. Apply 23 pounds of 12 -12 -12 analysis fertilizer (or equivalent) per 1000 sq. ft. (approximately 1000 pounds per acre) or fertilize according to test. Application of 150 lbs. of ammonium nitrate on areas low in organic matter and fertility will greatly enhance vegetative growth. Work the fertilizer and lime into the soil to a depth of 2 -3 inches with a harrow, disk or rake operated across the slope as much as possible. Seeding Select a seed mixture based on projected use of the area (Figure 5 -2), while considering best seeding dates. See Figure 5 -3 this sheet. If toler- ances are a problem, such as salt tolerance of seedings adjacent to streets and highways, see Figure 5 -4 this sheet before final selection. Figure 5 -2: Permanent Seed Mixtures Species Seeding Rate Suitable pH Site Suitability* lbs/acre lbs/1000 well sq. ft. Droughty Drained Wet Level and Sloping, Open Areas 1. Tall Fescue 35 .8 5.5 -8.3 2 1 2 2. Tall Fescue 25 .6 5.5 -8.3 1 Red Clover ** 5 .12 3. Kentucky Bluegrass 15 .4 5.5 -7.5 2 1 Creeping Red Fescue 15 .4 Steep Banks and Cuts 4. Tall Fescue 15 .4 5.8 -7.5 2 1 2 Kentucky Bluegrass 25 .6 5. Tall Fescue 35 .8 5.5 -8.3 2 1 Emerald Crownvetch ** 10 .25 Lawns and High Maintenance Areas 6. Kentucky Bluegrass 40 .9 5.8 -7.5 2 1 Creeping Red Fescue 40 .9 7. Perennial Ryegrass 170 4.0 5.0 -7.5 1 (Turf Type) 8. Tall Fescue 170 4.0 5.5 -8.3 2 1 2 * 1 - Preferred 2 - Will Tolerate ** Inoculate with specific Inoculant. e ° O 0.0 • O O ° •0 °0.0 o °0 • O °O • 0 °0.0°0.0° PUBLIC ROAD °' ° ° °' ° ° °' ° °' ° °°' ° °°' °'°' S0' (MIN) 0• ° °0• ° °0.0 °0.0° • 0 °0 • 0 00 • 0 °O • o °O • 0 ° e0 00 00 00 e0 •o •o •o •o •o •o O °O • 0 °0 • o °O • O °O • 0 °0 • o °0 • O 0 00 • O 00 • 0 00 • o e0 • 0 00 • 0 00 • 0 00 • o 0040000000"200, ° 00 • 0 v0 ° 00 0 00 '00 O • O O • O 00 • O 00 • O 00 • O 00 • 0 00 • O 00 • 0 °O • O O • O °O • O °O • p °O • p °O • p 00.0.0. 00 • 0 00 • 0 00 • 0 • O °O • 0600,000 • 000 • O 00 • O °O • O ° • O °O • O °0 • O °0 • O • O ° ° e •° ee °. e ° e ° p • 0 °000000 °04000000090,0060 • O o • ° • . e • • e O • a o • ° • e • e O• • °e .e• e • • coo g o o • 90,0000 0 0 9 0 O 0 0 0 0 0 • °o • e 000 ee0 9 0 0 • 0 0 00 00 0• 0 0 0�e eO• O °O • O 000 0 • O O • O 0 • O O • O °� °' °:eye °O • o °0 • o °O • o °0 • 0 00 • 0 00 • o •°•e °O . • °;Oe�0e •e O °O °.O °O. O ° 0 . 0 00 . c o° o • 0 °° 0 0 .0°0 .0 00 .0 °0.0° 0.000.000.000•o0 000 ° °° , e . ° ° Q ° ° a °°.° °°° ° °6" (MIN) °O • O ° • 0 ee .e °0 • 0 • ' °'' 12' (MIN) 2 " -3" COARSE ' • ° AGGREGATE GEOTEXTILE FABRIC TO STABILIZE FOUNDATION (ESPECIALLY IMPORTANT WHERE WETNESS IS ANTICIPATED) ENTRANCE DETAIL STORMWATER POLLUTION REVELATION SCHEDULE EROSION CONTROL MEASURE MAINTENANCE polypropylene meeting the physical properties below. INSTALLATION SEQUENCE TEMP. DIVERSION SWALE &SILT TRAPS AS NEEDED ..� .......:..::............. PRIOR TO CLEARING AND GRADING STONE ENTRANCE AS NEEDED .. :.. C .. PRIOR TO CLEARING AND GRADING SILT FENCE WEEKLY, AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING EXISTING INLET PROTECTION WEEKLY, AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING TREE PROTECTION WEEKLY, AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING TEMPORARY DIVERSIONS WEEKLY, AFTER STORM EVENTS AND AS NEEDED ALONG WITH ROUGH GRADING TEMPORARY SEEDING WATER AS NEFDE0 AFTER ROUGH GRADING PERMANENT SEEDING WATER AS NEEDED �T AFTER FINISH GRADING EROSION CONTROL MATTING WEEKLY AFTER STORM EVENTS AND AS NEEDED AFTER FINISH GRADING STRAW BALES WEEKLY, AFTER STORM EVENTS AND AS NEEDED AFTER FINISH GRADING INLET PROTECTION WEEKLY, AFTER STORM EVENTS AND AS NEEDED AFTER EACH INLET IS PLACED SEED SOD &LANDSCAPE AROUND WATER AS NEEDED AFTER FINISHED GRADING AROUND FINISHED UNITS UNITS FINISHED REMOVAL OF STRAW BALES N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF INLET PROTECTION N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF SILT FENCE N A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED A B C 3' 1 1/2' 3' 1 1/2' 3' ::....:x:...... .................... X :..x ;.:. ;. ;.:.:x ;.: ::.:::.....:.::.:.: ;:. 1 STAPLE PER SQ. YD. 1 -1/2 STAPLES PER SO. YD. 2 STAPLES PER SQ. YD. GENERAL STAPLE RECOMMENDATIONS ADDITIONAL STAPLES AS 300 275 250 225 200 SLOPE 175 LENGTH 150 (FT.) 125 100 75 50 25 0 ........... ............. '' ............................... ............................... ................................. ..................... polypropylene meeting the physical properties below. ..... .. B' .......: :-- 24" tall lath stapled ..� .......:..::............. use mulch. All silt fence shall be prefabricated by the supplier. .•..... •.....•.. .. :.. C .. .:..0 :. ..:.:.. Warp 125 lbs. �--- B :� ::•:::: :.::::: :: C.: A UV Resistance .................. ............................... ..... �.0 : *: :::::• .:::.:• 225 gpm /sq. ft . 75 Silt Fence Material Stakes @ 5' O.C. Fence Post Annual ryegrass tttuuincu uuc TO ucrin OF rwn. X X CHANNEL LININGS UTILIZE STAPLE PATTERN 'C' 4:1 3:1 21 1:1 �p��N� NTH ADDITIONAL STAPLES ON SIDE SLOPES AT PRO,EC1ID 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 V SHOULD BE UTILIZED. 1 THE EDGES OF THE BLANKET SHOULD BE BUTTED AGAINST EACH OTHER, THE EDGES OF THE SCC225 SHOULD BE OVERLAPPED 2'. 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. use mulch. All silt fence shall be prefabricated by the supplier. No field assembly will be accepted. if mulch is applied. Fabric Weight.......... .................. ............................... 4 oz /syd Grob Strength........ ................... ............................... Warp 125 lbs. Elongation................................. ............................... Warp 50 Trapezoidal Tear Strength ........ ............................... 50 lbs. Burst Strength .......................... ............................... 200 psi UV Resistance .................. ............................... A.O. S .......................................... ............................... 50-80 Slurry Flow Rate ....................... ............................... 225 gpm /sq. ft Sediment Retention .................. ............................... 75 Silt Fence Material Stakes @ 5' O.C. Fence Post Annual ryegrass 1 lb. 40 lbs. Cover seed 1 /4 "deep* Ground Surface Fence Post Should Silt Fence Material Should be Buried 1' Below be Buried 6" Below Ground Ground Surface Surface. SILT FENCE DETAIL NTS ON SLOPE APPLICATIONS, THE TOP OF THE BLANKET SHOULD BE 'SLOTTED IN' ABOVE THE BREAK OF THE SLOPE OR AT A MINIMUM, STAPLED IN PLACE WITH STAPLES 6' APART ON THE END OF THE BLANKET. 7 3 ° °� ROLL BLANKETS 4 THE BLANKET SHOULD NOT BE OUT IN DIRECTION _ ON LONG SLOPES, THE ENDS OF THE STRETCHED BUT ALLOWED TO LAY, - OF WATER FLOW. .:.:: BLANKETS SHOULD BE OVERLAPPED LOOSELY ON THE SOIL SURFACE TO ...... 4 - 6' IN A 'SHINGLE EFFECT'. ACHIEVE MAXIMUM BLANKET TO SOIL .......: " CONTACT. �_ \ :.•.... 6 PREPARATION OF THE SEED BED, INCLUDING APPLICATION OF LIME, Q• FERTIUZER AND SEED SHOULD BE 12� ... CONDUCTED AS NORMAL PRIOR TO INSTALLATION OF BLANKET. .. 7, a - ROLL BLANKETS • OUT IN DIRECTION OF WATER FLOW. 5 IN HIGH VELOCITY CHANNEL APPLICATIONS, CHECK SLOTS SHOULD BE ESTABUSHD EVERY 35 - 40'. THE SLOTS SHOULD BE .�- 6' WIDE BY 6' DEEP WITH THE BLANKET STAPLED IN THE BOTTOM OF THE SLOT, THEN BACKFIL.LED AND SEEDED. EROSION BLANKET INSTALLATION ALLEY SIDE YARD DRAINAGE SWALE Wheat or Rye Oats Annual Ryegrass Non - Irrigated* Irrigated Dormant Seeding ** SILT FENCE Temporary Seeding and Stablization Dates MWOMEMMEEME Permanent Seeding Da * Not necessary where mulch is applied. PS 0 0 PS t 0 0 o PS o PS o -0 0 -0 0 0 0 0 �EXISTING CURB & GUTTER STREET CURB INLET PROTECTION SAMPLE STORMWATER POLLUTION PREVENTION PRACTICE PLAN FOR- A TYPICAL MULTI -UNIT DWELLING UNDER CONS"RUC110N- SCALE: NONE HOLEY MOLEY SAYS "DON'T DIG BLIND 77 "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IC- 8- 1 -26 -1 ET SEQ. AS AMENDED AND SUPPLEMENTED, IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. MULTI -UNIT STORMWATER POLLUTION PREVENTION PLAN LEGEND 0-00 PROPERTY LINE/ DROP INLET DRAINAGE SWALE PROTECTION - 0 SILT FENCE SOIL SALVAGE AND FINISHED DRAINAGE UTILIZATION EXISTING DRAINAGE Ps PERMANENT SEEDING . GRAVEL ENTRANCE/ EXIT PAD CURB INLET . ' PROTECTION PROVISIONS FOR EROSION AND SEDIMENT CONTROL ON INDIVIDUAL BUILDING LOTS: 1. The Townhome 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. 2. 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 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 shall be promptly removed and placed in a stable area. Water sholl 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 swale or at the edge of the building area. The silt fence shall be maintained until permanent vegetation (grass) is established. 5. Mechanical "High Lifts" shall operate in one of the following ways to prevent sediment tracking. a. High Lift shall not exit building area onto pavement to transport building materials until completion off project. b. Entire building area shall be mulched to a sufficient amount that the High Lift will not track sediment around or from building site onto pavement. C. High Lift shall only exit building area via construction entrance. High Lift tires shall be cleaned prior to exit to keep sediment onsite 6. Sediment discharge and tracking must be minimized throughout the land disturbing activities on the townhome block until permanent stabilization has been achieved. 7. 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. 8. Adjacent townhome blocks disturbed) by an indiViduai townhome operator must be repaired and stabilized with temporary or permanent surface stabilization. 9. When time is appropriate , and os soon os possible, roof down spout extenders of a non - perforated drain the should be extended to the street or other solid outlet until a lawn is established. 10. For individual townhome blocks, final stabilization meeting the criteria of Rule 5 will be achieved when the townhome operator: a. Completes final stabilization; or b. Has installed appropriate erosion and sediment control measures prior to occupation of the townhome by the owner and has informed the owner of the requirement for, and benefits of, final stabilization. 0 Vn No ooh. T. e vlll,,, �G\STER No. 10000075: STATE OF 0 %� �� SS �4NAI- liW LOW** DATE: 1/31/06 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2006) o I THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 301 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering Irrigation needed during this period. To control erosion at times other than in the shaded areas, use mulch. * Late summer seeding dates may be extended 5 days DRAWING FILES: if mulch is applied. ** Increase seeding application by 50 %. NOTE: MULCHING REQUIRED WHEN ACTUAL CONDTIONS 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 seed 1" to 1 1/2" deep Spring Oats 2.3 lbs. 3 bu. Cover seed 1" deep Annual ryegrass 1 lb. 40 lbs. Cover seed 1 /4 "deep* * Not necessary where mulch is applied. PS 0 0 PS t 0 0 o PS o PS o -0 0 -0 0 0 0 0 �EXISTING CURB & GUTTER STREET CURB INLET PROTECTION SAMPLE STORMWATER POLLUTION PREVENTION PRACTICE PLAN FOR- A TYPICAL MULTI -UNIT DWELLING UNDER CONS"RUC110N- SCALE: NONE HOLEY MOLEY SAYS "DON'T DIG BLIND 77 "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IC- 8- 1 -26 -1 ET SEQ. AS AMENDED AND SUPPLEMENTED, IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. MULTI -UNIT STORMWATER POLLUTION PREVENTION PLAN LEGEND 0-00 PROPERTY LINE/ DROP INLET DRAINAGE SWALE PROTECTION - 0 SILT FENCE SOIL SALVAGE AND FINISHED DRAINAGE UTILIZATION EXISTING DRAINAGE Ps PERMANENT SEEDING . GRAVEL ENTRANCE/ EXIT PAD CURB INLET . ' PROTECTION PROVISIONS FOR EROSION AND SEDIMENT CONTROL ON INDIVIDUAL BUILDING LOTS: 1. The Townhome 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. 2. 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 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 shall be promptly removed and placed in a stable area. Water sholl 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 swale or at the edge of the building area. The silt fence shall be maintained until permanent vegetation (grass) is established. 5. Mechanical "High Lifts" shall operate in one of the following ways to prevent sediment tracking. a. High Lift shall not exit building area onto pavement to transport building materials until completion off project. b. Entire building area shall be mulched to a sufficient amount that the High Lift will not track sediment around or from building site onto pavement. C. High Lift shall only exit building area via construction entrance. High Lift tires shall be cleaned prior to exit to keep sediment onsite 6. Sediment discharge and tracking must be minimized throughout the land disturbing activities on the townhome block until permanent stabilization has been achieved. 7. 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. 8. Adjacent townhome blocks disturbed) by an indiViduai townhome operator must be repaired and stabilized with temporary or permanent surface stabilization. 9. When time is appropriate , and os soon os possible, roof down spout extenders of a non - perforated drain the should be extended to the street or other solid outlet until a lawn is established. 10. For individual townhome blocks, final stabilization meeting the criteria of Rule 5 will be achieved when the townhome operator: a. Completes final stabilization; or b. Has installed appropriate erosion and sediment control measures prior to occupation of the townhome by the owner and has informed the owner of the requirement for, and benefits of, final stabilization. 0 Vn No ooh. T. e vlll,,, �G\STER No. 10000075: STATE OF 0 %� �� SS �4NAI- liW LOW** DATE: 1/31/06 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2006) o I THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 301 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 1/31/06 1238.000 DRAWN BY: CHECKED BY: BET SHEET TITLE: � O STORMWATER POLLUTION PREVENTION DETAILS &NOTES DRAWING FILES: N: \1238 \040 \DWGS \CITY HOMES \C803- 804.DWG U 0 z o a z Q Q) �T U � U w DATE: PROJECT NO.: 1/31/06 1238.000 DRAWN BY: CHECKED BY: BET SHEET TITLE: STORMWATER POLLUTION PREVENTION DETAILS &NOTES DRAWING FILES: N: \1238 \040 \DWGS \CITY HOMES \C803- 804.DWG SHEET NO.: DATE: PROJECT NO.: 1/31/06 1238.000 DRAWN BY: CHECKED BY: BET SHEET TITLE: U z n 0C 0 N 0 0 N U a E 0 z U O 0 00 N 66 0 Cn w Of \``\�����11111111IIIIlllll� j,,, //i OWN. T• 8// '''' %•, •` Q�P �\STER No. ' =10000075 STATE OF AND so r Law** DATE: 1/31/06 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2006) t THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 301 Carmel, IN 46032 Telephone: 317.56 9.8112 Fax: 317.826.6410 www.schneidercorp.com Arch itectu re Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering 8. Earth Work Ealance 1/31/06 1238.000 DRAWN BY: CZ BET EARTHWORK The Contractor shall confirm all earthwork quantities SPECIFICATIONS STORM SEWER SYSTEMS N:\1238\040\DWGS\CITY HOMES \C901.DWG SHEET NO.: prior to star. of construction. If an excess or shortage of �arth is encountered, the Contractor shall 13. All mandrel testing shall be observed by a professional engineer 1. SCOPE OF WORK W 1. SCOPE OF WORK confirm with the Owner and Engineer the requirements representative for certification and a representative of the District. P p STREETS H. Curing Concrete - Except as otherwise specified, P z for stockpiling, removal or Importing of earth. Th w e ork under this section Includes all storm sewers, cure all concrete by one of the methods described A. Extent: The work required under this section 14. The ends of laterals are to be plugged tight with a braced plastic disc 99 9 P storm water inlets and related e ated items, including in Section 501.17 of the Indiana Department of P 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. g P 9 excavating n g a d backfilling, necessary to complete the Transportation Specifications, latest revision. and related items necessary to complete the work earthwork balances when minor excess material or 15. Bedding for flexible pipe shall be No. 8 crushed stone from 6- inches work shown on the drawings. 1. SCOPE OF WORK I. bituminous Pavement - Hot asphalt concrete indicated on the drawings and described in the specifications. The Contractor shall notify In shortages are encountered. It is recognized by the parties hereto that the calculations of the Engineer below the pipe to 12- inches above the pipe. Bedding for rigid pipe-shall g g P P eq 2. MATERIALS The work required under this section includes all pavement shall be as specified in Section 403 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 concrete and bituminous paving and related items and must comply with Section 401.05 of P Y 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 A. Storm Sewers necessary to complete the work indicated on drawings the Indiana Department of Transportation the field, before work is started or resumed. Civil Engineers Standards for such calculations. g equivalent. Manholes shall be placed on no less than 6- inches of No. 8 and described in the specifications, including but not 9 Specifications latest revisions. Paving will not Further, that these calculations are subject to the crushed stone bedding. 9 � 1 Reinforced concrete sewer i e shall confirm pipe limited to: be permitted during unfavorable weather or when P 9 interpretations of soil borings as the physical limits to ASTM 7 I C 6 latest revision, with joints the temperature is 40 degrees F. and falling. 9 9 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 with 3271AC 3 -6 -9. conforming to ASTM C -443 latest revision. All streets, parking areas in contract limits Curbs J. Compacted Aggregate Subbase -the thickness performed under this section shall include. clearing and grubbing, removal of trees and In finish rode and compaction permitted the contractor, 9 P P and that all of these parameters may cause either an y When r storm pipe is submerged and utters Sidewalks and concrete slabs exterior steps P shown on the drawings is the minimum thickness of the 9 stumps (where required), protection of trees excess or shortage of actual earthwork materials to 9 17. Trench shall be opened sufficiently ahead of pipe laying to reveal B. Manholes fully compacted subbase. Compaction shall be to remain, stripping and storage of topsoil, complete the project. If such an actual minor excess or obstruction, and shall be proper) protected and/or barricaded when left y P / unattended. 2. MATERIALS accomplished by rolling with a smooth wheeled roller weighing to 10 tons. Compact to 90% g fill compaction and rough grading of entire P 9 9 9 shortage of materials occurs, the contractor shall contact the engineer to determine if adjustment can be 1. Precast reinforced concrete manhole sections and steps shall conform to ASTM C -478 latest A. Concrete - Concrete shall be ready -mixed concrete .g .8 compaction using Standard Testing Procedures. site. made to correct the imbalance of earth. 18. No water shall be permitted to flow into the sanitary sewer system revision. and shall be a mix of proportioned fine and Along curbs, headers and walls and at all placed 2. Excavated material that is suitable may be during construction. Contractor shall utilize a pump to keep the water coarse aggregates with Portland cement and water. not accessible to the roller, the aggregate used for fills. All unsuitable material and level below the pipe. Pump discharge shall be directed to a storm outlet P P P g 2. Costing shall be of uniform 9 quality, free Minimum cement content shall be 6 bags per cubic material shall be tamped with mechanical tampers all surplus excavated material not required in accordance with state and federal laws and regulations (327 -IAC from blow holes, porosity, hard spots, yard of concrete and maximum water content shall or with approved hand tampers. shall be removed from the site. The 3- 6 -20). An pipe entering existing ewers shall be plugged with screw P 99 shrinkage distortion or other defects. The y be 5.5 U.S. gallons per sack of cement, including location of dump and length of haul shall be type mechanical braced lug until such time as II yP plug a tests on the sewers shall be smooth and well cleaned b shot y moisture in the aggregate. Slum for normal P the Contractors responsibility. have been completed and the lines have passed all punch lists. P P P - blasting or by some other approved method. weight concrete shall be a maximum of 4 inches They shall be coated with asphalt point and a minimum of 2 inches. the slum of machine 3. Provide and place any additional fill TYPICAL SANITARY SEWER SPECIFICATIONS 19. All sewer see laterals installed by the mainline Contractor shall be bedded which shall result in a smooth coating, t 9� laced concrete shall be no less than 1p 1 4 P / material from off the site as may be TO BE USED FOR PRIVATE SEWER DEVELOPMENT the some as the main line sewer. tough and tenacious when cold, not tacky or inches nor more than 3 inches. Standard test necessary to produce the grades required. WITHIN brittle. They shall be gray iron meeting ASTM C -143 shall be used to measure slump. Fill obtained from off site shall be of kind CLAY TOWNSHIP REGIONAL WASTE DISTRICT ASTM A -48 latest revision. Compressive strength of concrete at 28 days shall and quality as specified for fills herein 20. Forty -eight (48) hours notice shall be given to the District prior to the be 4000 psi. All exterior concrete shall have and the source approved by the Owner. REVISED MAY, 2002 start of sewer construction. Also, 48 hours notice shall be given prior to _ 3 Joints Manhole sections shall be jointed air entrainment of 5� to �' volume 8 o by o ume per ASTM C doing any testing done on the sewer. YP gaskets. with rubber type . The rubber 9 type -260. Retempering of delivered concrete will not 4. The Contractor shall accept the site as he gaskets shall meet ASTM C -443 latest be allowed. Concrete shall be composed of: finds it and shall remove all trash, rubbish 1. Standard specifications of the Clay Township Regional Waste District 21. Manhole castings shall be stamped SANITARY SEWER N 9 P Neenah Casting R revision. When manhole and storm pipe are and debris from the site prior to starting (District) and Ind' 'Ono Department of Transportation shall apply for all work 1642A or equal and be self - sealing type. The casting flange shall be 34 continuously in water. 1. Portland cement - Conforming to ASTM C-150, excavation. and materials. Pie shall be installed in accordance with Section 715 of inches and the clear opening shall be 24 inches. Waterproof castings shall P g P g Type IA or Type IIIA. the latest edition of the Indiana Department of Transportation Standard p p be Neenah R-1916-Fl n and stamped SANITARY SEWER. C. SUBDRAINS B. Work not included: The following items of Specifications. 2. A re ates: Conformin to ASTM C -33 99 9 9 related work are specified and included in other 22. The minimum slope for sewer acceptance b the Clay Township Regional P P y y P g 1. Perforated plastic pipe subdrains shall sections of these specifications: 2. Sanitary sewer pipe shall be PVC in accordance with ASTM D -3034 Waste District are: conform to ASTM F -405. 3. Water - Shall be clear and free from (S.D.R. 35) and ASTM 2321. PVC pipe shall have a grooved bell and Size of Pipe Minimum Constructed Slope injurious amounts of oils, acids, alkalies, 1. Excavation, grading and backfilling for gasket. The pipe shall be made of PVC plastic having a cell classification 3. APPLICATION organic materials or other deleterious utility lines of 124548. 8 -inch 0.40 substances. 10 -inch 0.28 A. Permits and Codes -The intent of this section of 2. Storm drainage systems 3. PVC sewer fittings shall conform to the requirements of ASTM 12 -inch 0.22% the specifications is that the contractor's bid on B. Welded Steel Wire Fabric - Where required for D- 3034 -89 specification. Fittings in sizes through 8� shall be molded in 15 -inch 0.15 the work covered herein shall be based upon the concrete reinforcement shall conform to ASTM A185. 3. Sanitary sewer systems one piece with elastomeric joints and minimum socket depths as specified 18 -inch 0.12 drawings and specifications but that the work in sections 6.2 and 7.3.2. Fittings 10 and larger shall be molded or shall comply with all applicable codes and C. Premoulded Joint Filler -Shall be of non 4. Streets and paving fabricated in accordance with section 7.11 with manufacturers standard pipe 23. The Contractor shall provide measurements of the slope of the sewer regulations as amended by any waivers. Contractor - extruding type meeting ASTM D -544 except that bells and gaskets. Wall thickness of fittings shall be SDR 26 as defined in for each manhole section as construction progresses. Such measurements shall furnish all bonds necessary to get permits premoulded joint filler used in concrete walk 5. Water supply system section 7.4.1 of specifications. Gaskets for elastomeric joints shall be shall be certified b a Registered Land Surveyor or Engineer and be y g y g� for cuts and connections to existing sewers. construction may be either non - extruding or molded with a minimum cross - sectional area of 0.20 square inches and available on -site for observation by the Districts Inspector. No more than B. Local Standards - the term "Local Standards " resilient. 2. BENCH MARKS conform to ASTM F -477 specification. three manhole sections can be constructed in advance of such measurements. as used herein means the standards of design and 9 D. Bituminous Pavement Materials - All materials Maintain carefully all bench marks, monuments and other 4. All sanitary manholes shall be "Precast concrete" manholes in construction of the respective municipal P ro P proposed for the construction of bituminous reference points; if disturbed or destroyed, contractor accordance with ASTM C -478 and Section 720. 0 -rings shall conform to 24. In the event the Contractor does not meet the minimum slopes, the department or utility company. pavements shall comply with the Indiana Department of Transportation specifications, per latest shall contact engineer. C -443. Kent Seal or equivalent shall also be applied to all joints and sewer section and any other affected sewer sections shall be reconstructed between riser rings and castings. Manhole step spacing shall be no more to meet such minimum slopes. C. Existing Improvements - Maintain in operating revision. 3. REMOVAL OF TREES than 16- inches. Manholes shall be air tested for leakage in accordance with ASTM C1244 -93, Standard Test Method for Concrete Sewer Manholes 25. Laterals are to be traced with a minimum size of 14 gauge wire from condition all active utilities, sewers and other drains encountered in the sewer Installation. E. Compacted Aggregate Subbase: Shall be crushed A. Remove all trees and stumps from area to be by the Negative Air Pressure (Vacuum) Test. the wye to the terminus. The contractor for the building or home will Repair to the satisfaction of the owner any damage stone or gravel. Crushed gravel shall be a occupied by road and surfaced areas. Removal of extend the wire from this terminus to the building cleanout adjacent to the 9 Ja to existing active improvements. minimum of 35� crushed material. Chert shall be trees outside these areas shall only be done as A Installation and operation of vacuum a ui ment and indicating devices P � P 9 building. D. Workmanship - To conform to all local, state and limited to a maximum of 8% of the total. Material shall be free from an excess of flat, elongated, g noted on drawings or approved by the Owner. in must be in accordance with manufacturers recommendations and national codes and to be approved by all local and thinly laminated, soft or disintegrated pieces; B. All brush, stumps, wood and other refuse from the performance specifications which have been provided by the manufacturer and accepted by the Engineer. The vacuum equipment must be capable of state agencies having jurisdiction. and shall be free from fragments coated with dirt. Compacted aggregate shall be graded as follows: trees shall be buried onsite or removed to disposal areas testing the Entire manhole, including the casting and riser rings. E. Trenching - Lay all pipe in open trenches, except off of the site. Disposal by burning shall not be permitted unless proper permits are obtained B. With the vacuum tester set in place. when the local authority gives written permission SIEVE SIZE % PASSING (where applicable). The location of on site bury for tunneling. Open the trench sufficient ahead to 1 -1/2" 100 pits shall be designated by the owner or the 1. Connect the vacuum pump to the outlet port with the valve open. of pipelaying reveal any obstructions. The width of the trench shall be the inside pipe P P 1" 80 -100 Engineer. 2. Draw a vacuum of ten 10 inches of H . and close the valve. ( ) 9 diameter plus 24 inches for 12 inches above the 3/4" 70_90 4. PROTECTION OF TREES pipe. Sheet and brace trench as necessary to 1/2 55 -80 protect workmen and adjacent structures. All #4 35 -60 A. General Protection: The Contractor shall be trenching to comply with Occupational Safety and Health Administration Standards. Keep trenches #8 25 -50 #30 12 -30 responsible for the protection of tops, trunks P P P C. Accepted standards for leakage will be established from the elapsed free from water while construction is in progress. #200 5 -10 and roots of existing trees on the project site time for a negative pressure change from ten (10) inches to nine (9) Under no circumstances lay pipe or appurtenances that are to remain. Existing trees subject to construction damage shall be boxed, fenced or inches of mercury. The maximum allowable leakage rate for a four (4) in standing water. Conduct the discharge from 3. APPLICATION otherwise protected before any work is started; foot diameter manhole must be in accordance with the following: trench dewatering to drains or natural drainage do not stockpile within branch spread. Remove channels. A. Grading - Do any necessary grading in addition to that performed in accordance with Earthwork interfering branches without injury to trunks and Minimum Elapsed Time for a F. Special Supports - Whenever in the opinion of the Section, to bring subgrades, after final cover scars with tree paint. Manhole Depth Pressure Change of 1 Inch Hg Engineer the soil at or below the pipe grade is compaction, to the required grades and sections 5. HANDLING OF TOPSOIL unsuitable for supporting sewers and appurtenances for site improvement. 10 feet or less 60 seconds specified in this section, such special support, A. Remove all organic material from the areas to be >10 feet but <15 feet 75 seconds in addition to those shown or specified, shall be B. Preparation of Subgrade - Remove spongy and occupied by buildings, roads, walks and parking >15 feet but <25 feet 90 seconds provided as the Engineer may direct, and the otherwise unsuitable material and replace with areas. Pile and store topsoil at a location contract will be adjusted. stable material. No traffic will be allowed on where it will not interfere with construction For manholes five (5) feet in diameter, add an additional fifteen (15) prepared subgrade prior to paving. operations. Topsoil shall be reasonably free conds and for manholes six (6) feet in diameter, add an additional thirty depth P G. Backfillin of at least 12 inches 9 - for a de �, C. Compaction of Subgrade -The first 6 inches below from subsoil, debris, weeds, grass, stones, ect. (30) seconds to the time requirements for four (4) foot diameter above the top of the pipe, backfill with earth or the subgrade shall be compacted to at least 100% P manholes. For all manholes deeper than twenty -five (25) feet. Engineer granular material free from large stones, rock of the maximum dry density as determined by the B. After completion of site grading and subsurface will determine the applicable minimum elapsed time. fragments, roots or sod. Tamp this backfill provisions of AASHO T 99. Water shall be utility nstallation, to soil shall be replaced y ' p p thoroughly, taking care not to disturb the g y, g pipe. prevented from standing on the compacted subgrade. in areas designated on the erosion control plan D. If the manhole fails the test, necessary repairs must be made and For the remaining trench depth, backfill with for seeding and /or sodding. Any remaining top the vacuum test and repairs must be repeated until the manhole earth or granular material containing stones or D. Utility Structures - Check for correct elevation soil shall be used for finished grading around passes the test. rocks not larger than 4 inches. Backfill under of all manhole covers, valve boxes and similar structures and landscaping areas. and within 5 of walks, parking areas, driveways structures located within areas to be paved, and E. If manhole point sealants are pulled out during the vacuum test, the and street shall be granular material only - make, or have made, any necessary adjustments in manhole must be disassembled and the joint sealants replaced. thoroughly compacted by approved methods. such structures. 6. DISPOSITION OF UTILITIES: F. Manholes will be subject to visual inspection with all visual leaks being H. Manhole Inverts - Construct manhole flow channels E. Placing Concrete A. Rules and regulations governing the respective repaired. of concrete sewer pipe or brick, smoothly finished utilities shall be observed in executing all work and of semi- circular section conforming to the 1. Subgrade - Place concrete only on a moist, under this section. 5. Butyl rubber coating shall be applied around each manhole joint from Inside diameter of the connecting sewers. Make compacted subgrade or base free from loose 6- inches above to 6- inches below each joint. The appropriate primer shall changes in size or grade gradually and changes in material. Place no concrete on a muddy or B. If active utilities are encountered but not shown be applied prior to applying the rubber coating. Inside joints to be filled direction by true curves. Provide such channels frozen subgrade. on the drawings, the Engineer shall be advised with precoat plug material. for all connecting sewers at each manhole. before work is continued. 6. The manhole chimney's including all riser rings shall be sealed using "Uniband" I. subdrains -All subdrains shall be of the size 2. Forms - All forms shall be free from warp, tight enough to prevent leakage and C. Inactive and abandoned utilities encountered in Inf- Shield or approved equal. Prior to placement, the top shown on the plans and shall be constructed to the substantial enough to maintain their shape excavating and grading operations shall be 4- inches of the manhole cone and casting frame shall be cleaned and grades shown. All drains constructed off -site as and position without springing or settling, reported to the Engineer. The shall be removed, P 9 Y rimed. The Uniband shall extend from 3- inches below the to of the P P part of the outlet drain will be located as shown. when concrete is placed. Forms shall be plugged or capped as directed by the Utility cone section to 2- inches over the flange of the manhole casting frame. clean and smooth immediately before Company and the Engineer. J. Utilities - U t es It shall be the responsibility of each concreting. 7. The casting elevations are set by plan. However, the castings are to be contractor to verify all existing utilities and D. It shall be the responsibility of each contractor adjusted in the field by the Engineer's representative, should a discrepancy conditions pertaining to his phase of the work. to verify ll existing utilties and conditions Y 9 occur between Ian grade and existing grade. New manhole ring and cover P 9 9 9 9 It shall also be the contractors responsibility to y 3. Placing Concrete - Concrete shall be pertaining to his phase of the work. It shall P 9 P shall be installed to establish grade. Maximum height of adjusting rings g g J g g contact the owners of the various utilities before deposited so as to require as little also be the contractors responsibility to contact shall be 12-inches. work is started. The contractor shall to s a notify in rehandling as practicable. When concrete is the owners of the various utilities before work writing the owners or the engineer of any changes, to be placed at an atmospheric temperature of is started. 8. Backfill around all structures and all cuts under paved areas with errors or omissions found on these plans or in the 35 degrees F. or less, paragraph 702.10 of granular material. Trenches opening within 5 -feet of paved roadways shall 9 P 9 P Ys field before work is started or resumed. the Indiana Department of Transportation 7. SITE GRADING: be backfilled with granular material in accordance with Section 211. Backfill Specifications latest revision shall be under sidewalks shall be granular, unless the walks are constructed a K. Contractor to grout joints inside storm followed. A. Grades: Contractor shall perform all cutting, minimum of 6 months after backfill has been in place. structures where pipes enter or exit filling, compacting of fills and rough grading 9. The Contractor shall be responsible for verifying that all state highways, and between structure and casting. F. Concrete Curb required to bring entire project area to grade as city, and county permits have been obtained by the developer prior to start shown on the drawings. of construction. TABLE 1 1. Expansion Joints - Shall be 1/2 inch thick premoulded between storm structures &curb. B. Rough Grading: the tolerance for paved areas MINIMUM SPECIFIED 111E REQUIRED FORA 1.0 psig shall not exceed 0.04 feet plus or minus above 10. The Contractor shall be required to furnish the developers Engineer 2. Contraction /Control Joints - Unless otherwise the established subgrade. All other areas shall with a set of prints, marked in red pencil, showing actual sewer , location DROP FOR SIZE AND LENGTH OF PIPE INDICATED provided, contraction joints shall be sawed not exceed 0.14 feet plus or minus the and invert, to include lateral location, depth and length. Such as built or scored joints spaced 10 feet on center, except for established grade. All banks and other breaks in prints must be received by the Engineer before the final contract payment intersection radii where joints shall be placed 5' o.c. grade shall be rounded at top and bottom. can be authorized. The sanitary sewer laterals and stubs termination shall be indicated on the surface with a metal fence post set immediately above Pipe (Minimum Length for Time for 3. Finish - Tamp and screed concrete as soon as C. Compaction Requirements: the said termination point. Diameter Time, Minimum Longer Specification Time for Length (L) Shown, min:s placed, and fill any honey co places. In. min: s Time, ft Length, S Finish square corners to 1 /4 radius and 1. All building pad areas shall be compacted to 11. All sanitary sewer lines upon completion will be required to pass a low other corners to radii shown. standards specified by local and /or state pressure air test. Said test shall be conducted according to ASTM 100 ft 150 ft 200 ft 250 ft 300 ft 350 ft 400 ft 450 ft building codes. 1417 -92, and shall be witnessed by an Engineer and a representative of 4 3:48 597 0.360 L 3:46 3:46 3:46 3:46 3:46 3:46 3:46 3:46 G. Concrete Walks and Exterior Steps the District. The testing shall be in accordance with Table 1. Add 0.5 2. For compaction requirements of paved areas, psig for each foot of water above the sewer line being tested. 6 5:40 386 0.854 L 5:40 5:40 5:40 5:40 5:40 5:40 5:42 6:24 1. Slopes - Provide 1/4 inch per foot cross see street specifications. * 12. Deflection tests shall be performed on all flexible pipe after the final 8 7:34 298 1.520 L 7:34 7:34 7:34 7:34 7:36 8:52 10:08 11:24 slope. Make adjustments in slopes at walk intersections as necessary to backfill has been in place at least 30 days. No pipe shall exceed a vertical 10 8:26 239 2.374 L 9:28 9:28 9:28 9:63 11:52 13:51 15:49 17:48 provide proper drainage. deflection of 5% deflection test results. ( *The following are considered 12 11:20 199 3.418 L 11:20 11:20 11:24 14:15 17:05 19:58 22:47 25:38 non - flexible pipes: concrete pipe, ductile iron pipe, and cast iron pipe). 2. Dimensions - Walks and steps shall be one The deflection test shall be performed with a nine -point mandrel. Proving 16 14:10 158 5.342 L 14:10 14:10 17:48 22:15 26:42 31:09 35:36 40:04 course construction and of widths and details rings shall be available. 18 17:00 133 7.682 L 17:00 19:13 25:38 32:03 38:27 44:52 51:16 57:41 shown on the drawings. 21 19:50 114 10.470 L 18:60 26:10 34:54 43:37 52:21 61:00 69:48 78:31 3. Finish - Screed concrete and trowel with a 24 22:40 89 13.674 L 22:47 34:11 45:34 56:58 68:22 79:46 91:10 102:33 steel trowel to a hard dense surface after 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 30 28:20 80 21.388 L 35:37 53:26 71:13 89:02 108:50 124:38 142:25 160:15 foot spacing. Provide 1/2 P2 expansion joints 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 1 34:00 1 86 30.788 L 61:17 76:55 102:12 128:12 153:80 1 179:29 1,205:07 230:46 66 0 Cn w Of \``\�����11111111IIIIlllll� j,,, //i OWN. T• 8// '''' %•, •` Q�P �\STER No. ' =10000075 STATE OF AND so r Law** DATE: 1/31/06 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2006) t THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 301 Carmel, IN 46032 Telephone: 317.56 9.8112 Fax: 317.826.6410 www.schneidercorp.com Arch itectu re Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 1/31/06 1238.000 DRAWN BY: CZ BET O SPECIFICATIONS DRAWING FILES: N:\1238\040\DWGS\CITY HOMES \C901.DWG SHEET NO.: W W � O z ° � z w DATE: PROJECT NO.: 1/31/06 1238.000 DRAWN BY: CHECKED BY: BET SHEET TITLE: SPECIFICATIONS DRAWING FILES: N:\1238\040\DWGS\CITY HOMES \C901.DWG SHEET NO.: