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06020011 Civil Construction Plans VOWC Section V02-B Rcv. 1/31/2006 DOCS
EXISTING Village of WestClay SECTION 3001 VILLAGE CENTER, PART 2---.,, RH NOT TO SCALE EXISTING --Village of WestClay EXISTING Village of WestClay PROVOST PARK A EXISTING Village of WestClay SECTION V02 —A i Sc�ILS AF EXISTING Village of WestClay SECTION 12001 EXISTING CLARIDGE FARMS SUBDIVISION S'TE AP SCALES 1" =120' NOT TO SCALE SEC. 28— T18 —R3E ES TCLA SECTI� 02- (C 0 T 17'm�'U C T H 0 ON P HA O COu- r MirY CAR EL, I DIA A IDE ELi�PEF: REVISIONS: DATE: BY. DESCRIPTION: PROJECT ENGINEER: CHECKED BY: DATE CHECKED: IEEE ILK DE ELOP E T CU. 12821 E. NEW MARKET ST., SUITE 200 CARMEL, INDIANA 469032 13171 574 -3400 1377] 574 -3979 FAX 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 L" CERTIFIED BY: BRANDON BURKE E—MAIL ADDRESS: bburkeQschneidercorp.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 II,11, »,,1,z ppN 6 \STER��'� No. 10000075 STATE OF SATE: 1/31/06 JOB No. 1238. V02 SHEET OF 16 FIDE NAME: N:\1238\VO02\DWGS\VO2—B\ClOO.DWG INDEX SHEET No. DESCRIPTION C100 COVER SHEET C101 DEVELOPMENT PLAN C102 PRE — CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN C103 STORMWATER POLLUTION PREVENTION PLAN C104 TRAFFIC CONTROL PLAN C201 —C202 STREET PLAN & PROFILE C301 INTERSECTION DETAILS C401 SANITARY SEWER PLAN & PROFILE C601 STORM SEWER PLAN & PROFILE C701 WATER DISTRIBUTION PLAN C801 STREET DETAILS C802 SANITARY SEWER DETAILS C803 STORM SEWER DETAILS C804 —C805 STORMWATER POLLUTION PREVENTION DETAILS C806 HAMILTON COUNTY DETAILS C901 SPECIFICATIONS 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 L" CERTIFIED BY: BRANDON BURKE E—MAIL ADDRESS: bburkeQschneidercorp.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 II,11, »,,1,z ppN 6 \STER��'� No. 10000075 STATE OF SATE: 1/31/06 JOB No. 1238. V02 SHEET OF 16 FIDE NAME: N:\1238\VO02\DWGS\VO2—B\ClOO.DWG X 895.4 X 8 9 6. 1 Cb co STING Village 01--MestC.10 SECTION 3001 VILLAGE '9 q3.11 X CENTER, PART 1 894.4 X 894.5 X 8 9 13. 12 X L0 X 893.6" "Z` 41 Ilk �n IN a,, 4 k7 // > T X 892.9 x .1b D CD CD c-51 CT C0 x Vill-oge of WestCla y -.---KnON 3004 VILLAGE V I I 110i, Ila CENTER, 00: Is 9 0. 7 f dA Ck --j 0 IJ- (_6 \A. C) M -j0+M- 14, 3 5 8, 1.0 1 r`7 re-,77CO, �9- qz� 1 f r ct f ji If 07 C\2 Cp CD CZ4 C) MFPG=o�j i.o /MFFE=894.0 QW) E-1 zao 3 9 ct -0 X + j VIPIN 1XI 4 .41 1 "f T-F7 1 Iba RN G 00 A f:�,Wes Ir 04 4L�AV 9 XJJ Ur. 01 4U 4 rz XA ft X L X\ I A 888. 8 'Ek 1 0 (j) I %IT 1 ASSUMED NORTH SCALE* 1 "-- bu TB M #44 USGS BENCHMARK CU I X J) NORTH BONNET BOLT IN FIRE HYDRANT EAST SIDE HOOVER RD. ±100 I SOUTH OF CLARIDGE FARM ENTRANCE. ELEVATION - 893.39 NOTE: ALL UTILITIES WITHIN SECTION V02-A TO BE BUILT PRIOR TO SECTION V02-B UTILITIES. NOTE- ADA RAMPS ARE TO BE PLACED AT ALL YVmLK/CURB INTERSECTIONS, HOLEY MOLEY SAYS DON'T DIG BLIND IT'S THE LAW" CAU_ 2 WORKING DAYS BEFORE YOU DIG 1-800-382-55 CALL TOLL FREE PER INDIANA STATE LAW IS-69-1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. f Vn 8 t 7 �� no 1 61 X 187.67 f Existing Storm Sewer Existing Trees j! i i i 892.0 V X1, NORMAL POOL=885.50 X�� 8 8 . -e " P�p LA 81 Q 0 00�' 9 _0� X q New Storm Sewer -C wfp G - Existing Gas Main 10 100 YEAR �EtV!-889.77 k I X 01M Existing Sanitary Sewer T- Existing Telephone BOTTOM ELEV-'--877.50 32 9 D New Sanitary Sewer MFPG=89 F%A Existing Water Main TOP OF BANK=891.80 onn, 5 1 FE=84. Existing Contour 0 Existing Flowline k 0 E.L.' V 00 Existing Elevation Existing Overhead Utilities 8 1 New Pavement Grade 91 2. M Minimum Finished Floor Elevation X N, *,4N Q All Other Finish Grades _,9 888. N11 1' Above H'ghtest Lot Grade 889.8 X Match Existing Grades X A X -17 MFPG Minimum Flood Protection Grade 8qO. ro- N" If Storm Structure Number 4 inn a 2' Above 100 Year Flooding Source 93.7 X CD co Sanitary Structure Number �r-320 (Lowest Structure Opening Permitted) j C-14 MFPG=891.8 ----------- NI - - - 6" Subsurface Drain 889.8 > Fl ow Arrow '---'-M FE49 4.4 9 0. 2' Chairback Curb with Gutter X co Z '31 00 A Jot J 4" SSD Lot Lateral 2' Chairback Curb w/o Gutter 9 X ..................... A Swale (F0 ...... .............. .................... 8 8 a 11-3 7- ........ I— ........ A i06 Tree Preservation Area ..................... 7 X C> 8 MFFE=89b.0 5� X EXISTING CLAY TOWNSHIP REGIONAL WASTE DISTRICT X N\ Village of WestClay SANITARY SEWER STRUCTUR NUMBER PREFIX: 2 0 I \31 319 'or T i Alb S3" SEC11ON 12001 VWC-000 V M '9 .8 RIPRAP REQ'D.\� MFPG=891.8 X j .4 (Village of WestClay - Structure number) =89�1.3 MFFE=894.6 895.5 M F�, Fx�- 605 X-A 00 cd, >4 STINGS TO BE LABELED 889. ............ ....... "DUMP NO WASTE-DRAINS TO WATERWAY DU E 63 X 5 L f 1 oo RHETTSB )RY21!--j-_84 75 sn7 *11�# ox%� I ........ ... '892 ..... ............. ........................... .......... Jf) 1, ............ ............ . ............... STREET X ........................ .......................................... IX, ........ I .... .... �s ......................................................... ........ ....... ... .............. 88 I .. ... ..... ........ DU&Sr, %-#% -., - . ...... ...... f X ..... ........................................ . 42.98 .......... ...... ....... 889.1 317 'Moll" ... ....... ---------------_ X =89' 9 91 8 000� .............. ....... ................................... ....... ................. V*Ilag e I (X-) 0.2 MFFE=893.7 oo 886.7 1> . . . ....... -------------- .................... .................. 0 LV I P Qkj U:)r 17 0(111 -0 8 . . \X ---------------- 8 ............. 89 .2 .. .... ..... 4. .......... 4�N 8 it t �NV4_;P�N*% M n * 1 0 � M � a V V .... ...... ......................... 01 . .... 5 t-r P_ ....... . ------- \11.1 1 4 -89Z 5 ..... . ... X TC MFP� 891.30\\ 602 ........ I .......... X ............. ........... ...... ..................... ............ I I I ........ ......... ... I ................... .... ..... ..... ..... 44 ... .. ........... ...... M 'tK I 1 :1. ... . , , .,q. . * . � 1. . , . fro.,.: 4 10� U =8 4. MFPG=891. ............ 3 ........ 308 ..... ......... . I I ...... ............. 00;r 01 .......... ............................. MFFE=893. MFFE=894. 7� .......... .................. MF, �.. Jr.. 4 ...... 4 ..... �1 4*1 1 ..... ..... ....... . ............... 00, "A : ......... ;t� ........ ................................................I ............. C .... ................... ........... .... ..... X 8 9 0 ...... I ...... 4 1 . V I ............. ...... ...... . ;.� . 10 ......................... 3 4 C 607 It UU a ......... ... ...... .... ......... . .................... EXIS G 890.7 A ............ . I ** * ... * M U-?j __1 .... ................................................... ............. ... X ... ...... ..... .......... ...... 4 ...... ....... ....................... .... ...... .. " ---- -------------- --- --- -- -- ................................ 4. t 9 9 .z .............. T ... ......................... ................... IMFFE .......... ... .... ...... .. .................. ...... ...... f , .............................. 6 c8ul _ST-V, A, H /I qe' 0 8 888. PROVO > . ....... .. . u-3 12+ 5.23 \_4 X ...... 4. 10- .......... .. ... C14 ......... ... . C) 10 .. ...... -- -------------------------------------------------- ..... . ... CN 3 ... ...... ....... 4 ................ 4.4 ....... V ... 4 ......................... 44 ........ 4:-. X .0olp .............. 9 e ... ............. ..... 0, ......... . 4 . 01 T . .... - ---------- ;.; ....... .. .......... ............. 4 ...... . .... TC=8 -10 212 -------- ... .......................... I CDP .......... 4.. ................................................ uro .4 9 ..... NORMAL POOL=886-00 309 LLJ ---------- LLI 4 I 100 YEAR ELEV.=890.44 X MFFE=893.8 IQ ...... ........ co .... ............... 1. ..... B 125' 15' 11 ... .... .............. .......... ...... C) I cor) BOTTOM E .=878-00 0 .. ..... . -co or, I .. ..... ..... ...... 0_� ir �0 ..... I-'-- CO ... f - - ----- ----------------------77----- 2.50 ... - BA 313 CD 40' R/W 4 .. ............................. ......... ....... ... ..... ---------- ........ Z,� ------------- - --------------- ..... CD ... .... ...... . SEE CROSS SECTI DETAIL 94-4 N C805 PG=892."5 2�' c-� B 03 co------ .................... ........................................... ..... 4. ....... 4 L0 DU&SE .10 ...... .... C/) TC .......... %W� � I 4� I . I ... X ... �t ........... L0 T �847 ................. ------------------------- .............. ....... ------- ...... C%5 A /X 182' OF 8" PVC ............................................................... %,fi .................. .................... ----------------------- ....... ............. I ..................... .0 ..... .......... ............................................ ....... I ............................1 .. ....... T, ............ ........... *..: ............................... 894 21 Q J10 Too' 0. XCL- ........... . 89 1 . . ... .......... �4 ............... ... ................ IP C 2+91. ..................... ............. X .12 1��. A 892. 90 ....... .......... . . ........ .......................... 35 ... ... .. . .. .............. ............................... . ...... -------z------------ . ............... ... .............................................I ......... ....... --------- --- ----------------- .................................... ............................ 2 ............ FT ................... .................... .... r -------------- -- --------------- ............ CIE, 0 ...... ..... ......... ..... 57-.D ............ 4.. ......... ...... ................................................................................. ? ... 312 Lr5 15' DU&SE -------------- 0 . 4 . I ......... ...................... ....... ...... ..................................................................................... .. M F G,-,,- -8 9 2. 5 MFFE=894.8 8 ......... ....... ----------------- 0 LA, 4 ... ...... ........... ...... MFFE=8�&-Is5 CP_ 8.2 X X -A 0 892.9 .......... _.- 8 SD 4 13 X > ....... Z.. 4fM1MrT 41 .7 ........... 2 ............. ....... ....... ............. ............ W 1;�_ 7. ---------- I---- ............... I ...................................................................................... .............. ...... i. CN .......... ......... ............. . F ........................... ----------------------------------------------- --- --------------- 2 ............... .................. .4 . A ............................................... ................................... ti ............ 44 .... 4 . ............. ....... .............. A... A.... A ........ ...... 4 ....... 44 ...... 44. V ......... ........................... ............. ...... 4y, 7. ..... ........ .... A— ....... ...... �� ..... f .................... z . I . . 2 . ........................... . z 2 . h�_ ........................................................................................ ...... ...... .............. A ...... I . q ....... ..... ........................ .......................................... . ..................... 0. ...*1 ........ 4 ..*4 .41 ..... -A46 A ,tAj6.A_. .......... ............. ........ ........ .................................... ................................................ .........................................I ................................... ............ ........ .....................................I ............. ........................... ........... I ........ �4 ........... > ..... .... t. .................... ..efi,wu w�. .... ... � ......................................... ............ X ...................... ................ 2 ........ 4 4 ...... �44 .... ............. ........ ................... * ......... ........ . ....... ... ........... ....... ................... A ..................... 747.7 .. ...... ............... ...... ...... 4 ...... ........ ....... I ...... - ................... ..... ............................................................... ..................... I ............. .......... R N R . .4 4 * 4 R Q 9 W-4-40 a .... ....... ---------------------------------- ......................................................................................... ...... ............ .......... .... ....... .......................... ... ....... ...............................I ..... ko ................... I�74-Mf ...... . .......... . ....... .............................................................................. ............... ................................. .................. ...... ............ 4.%t,... .... N ........... ... .... ...... J ffl F .4,9^ X-� R9 ............................ ........................... ... .. .... ..... .............. � .................................. . ................... s.. . . ....... .. .... .. ..................... �4 ....... � �4 ..... I ............ �4 ....... ....... 41 ...... I I ............. ...... . ...... I . ...............................I ............................... ............ I ............ 771 :-:,V4' 11w; ....................... ............... ............... * .......... ................ .... 141* 4* ........... ....... ...... o.. , ""q ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. ................ ..... z .. ............................. .... ....................... zAr% .......... ................. . ..... ......... .... ............. ........... ...................................... . I .............. ............ ...... ........... ....... ......................... X ................... .................. X ............... x .... ........ .......... It IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO 8. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO ...... W. W.4. j.. .................... ............... . 4 . I . I I . ...... I. .... ..... . �.7 1 I "'\ ; I , ........................ " TIONS 8 ........... 7 .......... _ ...... ....... ...... ............... ...... . ....... ...... .................. ............................... . ��. VERIFY ALL EXISTING UTILITIES AND CONDI ......... r ...2 ... A ........................................ 11" CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. .................... fN� I. ............................. . * ..... * ... ' ........... .... I .................. I I ...... .. ...... ......... . ............ ...................... ........ 41 ...... . .... ......................................I ..... ........... 2 .......... ............ .. .... ........... .......... �L_rl ......... ...... ;� .. ........ 4ffi ....... ................. ....... .......... ... .. 4 . ....................... ....... ......................... .. 4 ............ X ...... *... ...... ...... .......... PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE THE 9. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE ..................... ..................... ....... .... ....... .... 1', . ............. 2 ....................... .. I . I . I . I . I . . . . I . . I . . . . I . I I— ...... ... ... ............. ......... ............. . . . I . I . I . . . . I . I. _ I ...... CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. .................... ..... ....... ..................................... .......... .......... . � AAJ� q� .... 44 ..... ............ 4... ................. ... e.4 ....... ........................... ............ ............. t ..... .... ...... ...... ...... TILITIES FOR PROPER STAKE LOCATIONS FOR STANDARDS FOR WORKER SAFETY. .... ...... � t., . I ...... ...... � ...... �O__ ... �::" . , " * __ _2;�L ........ ................................... ..................... - r ........ .4 ................. ......... THE VARIOUS U ............................... ......... .. .. ........ I ......... 1p .......... ................. I .............................................. . ......... ............. .............................. �W- * , - ".0 -T X ................ S. f ............. ...... ....... / .................. 7 . . . '. . A . . 4 . I . 4 .4.4 ........ I LA13 I 111U EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR 10. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES. ...... .... ** ...... ...... ...... ...... ....... .... . ......... r .... ....... ........ ............. I ....... ...... ... ......... ...... ..q ... .......................................................I 1., 2 .............. ... ....................................... ............. 7* CIS- %j6a.&.j ............... f-y'j ......... 11. REMOVE AND BACKFILL ALL AREAS WHERE ANY FIELD TILE ............ ......... U ....... .............................................................. CLARIDG FARMS SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF `N ...... ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE CROSSES PROPOSED H TILES j ...................... ........... OUSE PADS. ALL FIELD ....... 890.9 I ! . -7 L.- �, iff R9 1Y ............ .......... 800.4- PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR INTERCEPTED TO BE PERPETUATED INTO STORM SEWER X RESUMED. W SYSTEM OR LAKE. THE SUBCONTRACTOR SHALL NOTIFY IN L 3. STANDARD SPECIFICATIONS FOR THE HAMILTON COUNTY WRITING THE OWNER AND THE ENGINEER IN ANY D SURVEYOR SHALL APPLY FOR ALL STORM SEWERS. CIRCUMSTANCES WHERE THIS CANNOT BE ACCOMPLISHED. X X TION OF EXISTING UTILITIES SHOWN ARE 4. THE SIZE AND LOCA 12. ALL FILL AREAS (ENGINEERED FILL) SHALL BE COMPACTED TO z PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY AT LEAST 98 PERCENT OF THE STANDARD DRY DENSITY (ASTM 8 9 0 8 N. t9 2 3 COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED 1-1 PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF 89-1.4 'j LEAST 98 PERCENT OF THE STANDARD DRY DENSITY ASTM D-1557 . 8 8 X X SERVICES. X 83 6 /Z FILL SHOULD EXHIBIT A MAXIMUM DRY DEN ITY OF AT LEAST 105 5. SERVICE WALKS SHALL BE NON-REINFORCED CONCRETE 4 PCF, AND HAVE A LIQUID LIMIT LESS THAN 50 AND PLASTICITY INDEX X 1�1. THICK AND 4' IN WIDTH. OF LESS THAN 25. SANDY FILL MUST HAVE LESS THAN 15 % FINES 9 -Z, & EXISTING 6. 4' CONCRETE SERVICE WALK ACROSS FRONTAGE OF EACH LOT PASSING A #200 SIEVE. Village of WestCla' if PK-L TO BE CONSTRUCTED BY OTHERS. 13. WATERMAIN MANHOLES AND VALVES SHALL NOT BE LOCATED UNDER y f 11�,f f I j N _j 7. EXPANSION JOINTS ARE TO BE PLACED AT ALL WALK PAVEMENT, SIDEWALK OR CURB. ,r e jF PROVOST PARK P.-M dr S1 X zz5x- r X 11 ,, / INTERSECTIONS AND BETWEEN WALKS AND PLATFORMS. 14. 100 YEAR FLOODPLAINS, FLOODWAY FRINGES AND FLOODWAYS: NONE 8 9 "3 X 85 Q 2. _z, IDEWALK SCORES ARE TO BE EQUALLY SPACED BETWEEN 891.5 X X 11 11 !1 1 !j I I 1 11 EXPANSION JOINTS, CONTRACTION JOINTS AND A X PERPENDICULAR TO SIDEWALKS AT 5' INTERVALS OR LESS WITH A CONTRACTION JOINT EVERY 10' OR LESS. Cn LLJ r1r, ell, . .......... b N o., 10000075 STATE OF //'VD I AtA.. NAL 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. C COPYRIGHTED BY THE SCHNEIDER CORP.(200�)] THE SCHNEIDER CORPORAWN 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 Eng*neering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering V02 r ct C\2 CD CZ4 C) QW) E-1 zao ct V02 Cn _(D V) W rK `\`\`���1111111111If IrTr! / // /����i // '- lelz ........... No.r r 10000075: STATE OF %•�, NAL ����� / / / /rrf I11111111111���� -wZ0800 vim 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. Q COPYRIGHTED BY THE SCHNEIDER CORP. (2006) ]I t fit f • re 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 cIC5 U •- iii C\2 (Z:) >IN- 0 Q) tw c� (C) E-� U W Q z w H W a 0 a w Q U Z W w U DATE: PROJECT NO.: 1/31/06 1238. V02 DRAWN BY: CHECKED BY: DCC SHEET TITLE: PRE - CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN DRAWING FILES: N: \1238 \V002 \DWGS \V02- B \C103.DWG XREF: V028- BS.DWG, V02-BS-DWG XREF: V01- BS.DWG, 10016S-DWG XREF: 1201BS.DWG, 3001ABS.DWG XREF: 30046S-DWG, AGOtBS.DWG XREF: CLARIDGE.DWG XREF: CAtO.DWG, PRE- ERO.DWG SHEET NO.: (C am (02 Cn _0 C/0 W `\``�����1111ttt l l l xox 0�. T. 8 \STE/�' No.r 10000075= _ 10 STATE OF pz` O NA4_ ��IIIII rlI I111t11111� 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) THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 301 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6 410 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.V02 DRAWN BY: Cz DCC O STOftMWATER POLLUTION PREVENTION PLAN DRAWING FILES: N: \1238 \V002 \DWGS \V02- B \C103.DWG XREF: V028- BS.DWG, V02- BS.DWG XREF: V01- BS.DWG, 1001BS.DWG XREF: 12016S.DWG, 3001ABS.DWG XREF: 30046S.DWG, AG0IBS.DWG XREF: CLARIDGE.DWG F SHEET NO.: Cn03 z CD Q z 0 CD � Q :2i H� x z ct pT--l! w DATE: PROJECT NO.: 1/31/06 1238.V02 DRAWN BY: CHECKED BY: DCC SHEET TITLE: STOftMWATER POLLUTION PREVENTION PLAN DRAWING FILES: N: \1238 \V002 \DWGS \V02- B \C103.DWG XREF: V028- BS.DWG, V02- BS.DWG XREF: V01- BS.DWG, 1001BS.DWG XREF: 12016S.DWG, 3001ABS.DWG XREF: 30046S.DWG, AG0IBS.DWG XREF: CLARIDGE.DWG XREF: CAtO.DWG, VO- ERO.DWG SHEET NO.: Cn03 U U Q O Ln O _ O N N 3 O U M N O L N O O 00 N I EXISTING — Village of WestClay SECTION 3004 VILLAGE CENTER, PART 1 r / 3 'Y c h, 315 1 muvuz) I r 1f 410 41, EXISTING Vil'age of WestClay �ECTION AGO1 4i/ EXISTING —Village of WestClay SECTION 3004 VILLAGE —� CENTER, PART 1 i %i ING WestClay NO2 —A - ASSUMED NORTH SCALE: 1 "= 50 ' LEGEND HOLEY MOLEY SAYS "DON'T DIG BLINDIH "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. EXISTING Village of WestClay SECTION 12001 NOTE: REGULATORY SIGNS &PLACEMENT REQUIRE APPROVAL BY THE CITY COUNCIL OF THE CITY OF CARMEL. CONTRACTOR SHALL COORDINATE PURCHASE & INSTALLATION OF SIGNS WITH CARMEL STREET DEPARTMENT &DEVELOPER. SfXla: M113� - G1pEi1'i �+vlpcars►or►ala M rcvry VvPor 1100, 179 or xSb V&O h1ob PMU4f% 5ad<vn p0,100, 150, 200 iti ww ea"o tl00, 17A to M yV k+mrrt�gy�Prtl �}idtl{6+1��t1: SyrMrtVlziC Cr 1�jmrnrtriC . Y+olk*4 -: 13'9. 20k 240,2n w 4$0 �amctix (NL318Erj �s:abe ' S" wmirv;ra `wdoa ipr C� a:i4 yarla:jtrma�'j p%h1 Coder. l' v' - lr4vM•:�k S6aA - fubrlwied &eel, AST+>r 4675 Gam • 1-pr- C4n A6Ti "% AA 3St CF Aecrru Door. Locelr in basa #»cltiar• Zahn �5���- b1r155 Prlrrt: Pbirrtad gt Irj �ir,>ah PaU,►fd �iii77 1 [t � a•c;]L - ' . Ecc4Y`20 - CQ44m.Q,hiv ALFtt I'I+d�+?JJ44 aid -7354 • f•cc{339} �3d•�I4+ 4 �I. t a` Y- -"Hk;lt4!sr141`itAr4c.' 12.16 � TYPE OF SIGN SPECIFICATION QUANITY OS STOP SIGN R1 -1; 30 "X30 0 + POST 20 SPEED LIMIT (20 MPH) R2 -1; 24 "X30" 5 +POSTS SHEET NO.: SN STREET NAME SIGN SEE DETAIL C804 5 +POSTS Q O END OF ROAD MARKER SEE STD. DETAIL 0 +POST (� / � �L E STREET LIGHT SEE DETAIL C112 6 + POST O ROUND -A -BOUT SIGN }w ttr Iha+m am MC m m w*4 �!har rnrx k11Q�`li am omfI�bN► 2 +POSTS EXISTING Village of WestClay SECTION 12001 NOTE: REGULATORY SIGNS &PLACEMENT REQUIRE APPROVAL BY THE CITY COUNCIL OF THE CITY OF CARMEL. CONTRACTOR SHALL COORDINATE PURCHASE & INSTALLATION OF SIGNS WITH CARMEL STREET DEPARTMENT &DEVELOPER. SfXla: M113� - G1pEi1'i �+vlpcars►or►ala M rcvry VvPor 1100, 179 or xSb V&O h1ob PMU4f% 5ad<vn p0,100, 150, 200 iti ww ea"o tl00, 17A to M yV k+mrrt�gy�Prtl �}idtl{6+1��t1: SyrMrtVlziC Cr 1�jmrnrtriC . Y+olk*4 -: 13'9. 20k 240,2n w 4$0 �amctix (NL318Erj �s:abe ' S" wmirv;ra `wdoa ipr C� a:i4 yarla:jtrma�'j p%h1 Coder. l' v' - lr4vM•:�k S6aA - fubrlwied &eel, AST+>r 4675 Gam • 1-pr- C4n A6Ti "% AA 3St CF Aecrru Door. Locelr in basa #»cltiar• Zahn �5���- b1r155 Prlrrt: Pbirrtad gt Irj �ir,>ah PaU,►fd �iii77 1 [t � a•c;]L - ' . Ecc4Y`20 - CQ44m.Q,hiv ALFtt I'I+d�+?JJ44 aid -7354 • f•cc{339} �3d•�I4+ 4 �I. t a` Y- -"Hk;lt4!sr141`itAr4c.' 12.16 � cii z 0 w Of N T. TeR�O No. 10000075 STATE OF SZONAL 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 PROJECT NO.: 1/31/06 vi ur -Sp" 14 r tLj� DRAWN BY: Cz DCC A. BKa{.TS twit � fast o�rru�e ' I PLAN DRAWING FILES: N: \1238 \VO02 \DWGS \VO2- B \C104.DWG I XREF: V01- BS.DWG, 1001BS.DWG v ` C\2 XREF: CLARIDGE.DWG E1 1• -�-�1 SHEET NO.: (� , W O d Q O Q O O w 12, I I (� / � �L E U _�— U it }w ttr Iha+m am MC m m w*4 �!har rnrx k11Q�`li am omfI�bN► "f4bsosrci6tatfan S+rden (pa3rrsa16� cii z 0 w Of N T. TeR�O No. 10000075 STATE OF SZONAL 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. VO2 DRAWN BY: Cz DCC o TRAFFIC CONTROL PLAN DRAWING FILES: N: \1238 \VO02 \DWGS \VO2- B \C104.DWG XREF: V02B- BS.DWG, V02-BS-DWG XREF: V01- BS.DWG, 1001BS.DWG v ` C\2 XREF: CLARIDGE.DWG E1 1• -�-�1 SHEET NO.: (� , W O d Q O Q O O w ^w Q w (� / � �L E U U DATE: PROJECT NO.: 1/31/06 1238. VO2 DRAWN BY: CHECKED BY: DCC SHEET TITLE: TRAFFIC CONTROL PLAN DRAWING FILES: N: \1238 \VO02 \DWGS \VO2- B \C104.DWG XREF: V02B- BS.DWG, V02-BS-DWG XREF: V01- BS.DWG, 1001BS.DWG XREF: 1201BS.DWG, 3001ABS.DWG XREF: 3004BS.DWG, AGO1 BS.DWG XREF: CLARIDGE.DWG XREF: CA10.DWG SHEET NO.: (Cn(D4 i i EXISTING V* Qay qW 3,2 I s15 ROSEBERY STREET 910 905 rn CD 875 00 \ \ \ l 1 0 STREET PLAN CHELMSFORD STREET IEE SHEET C301 FOR GRADING DETAI HOLEY MOLEY SAYS "DON'T DIG BLIND In w� Mtn f � "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1 -800- 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. EXISTING Village of WestClayz \ SECTION 12001 PARSON'S GATE el New Grade el C801 2 Street Cross Section Details 900 M I� N N C801 C� Cis �t CD co 00 ILO P. N rTl C801 II II > r) rn N rn am p0 O 00 F¢- 1 � W N r- co 8 95 W II W If fI Ld I w If V W corn 1 11 W - _ a_ W Uj W CD _ > > J r- 00 890 r- 00 0.74% —0.83% - -`-- — 885 -I 0 N 00 � �Op - � � N O 00 co 0 DO CL U 0::: C.0 00 O Q� O O �, 1 6" WATERMAIN 111 /0 2 0Q \ \ 00 cc 00 00 00 00 00 00 00 880 00 00 00 0 / 00 00 00 rn CD 875 00 \ \ \ l 1 0 STREET PLAN CHELMSFORD STREET IEE SHEET C301 FOR GRADING DETAI HOLEY MOLEY SAYS "DON'T DIG BLIND In w� Mtn f � "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1 -800- 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. EXISTING Village of WestClayz \ SECTION 12001 PARSON'S GATE cV O 00 co N � M N U) CD 1`7 O O O O O Di O O O O O 00 00 00 00 00 00 00 100 00 000 000 100 00 00 00 14 +91.69 14 +00 13 +00 12 +00 rn LO rn +� O N I- � W 00 C 7) CD 07 c 1j M r— [) O 00 00 00 00 0o 000 00 000 11 +00 10 +00 9 +00 rn el New Grade el C801 2 Street Cross Section Details o C801 1 5 N C801 C� Cis CD O + O H ILO P. N rTl C801 10 r + 00 p0 O 00 > O II II 00 + a�i � If fI Ld I w If V W corn 1 11 W +M W Uj W _ > > J r- 00 0- r- 00 co 00 > W -I 0 N 00 � �Op - � � N O 00 DO _ O M 00 \ O Q� O O L0 O r0 111 /0 2 0Q \ \ 00 cc 00 00 00 00 00 00 00 00 00 00 00 00 00 0 / 00 00 00 \ o� — 1.22/0 / � 00 8 +00 7 +00 6 +00 5 +00 4 +00 — I \ I 00 > 00 a CL NO QR 0 8" WATERMAIN 6" WATERMAIN N z 00 — 00 U CO Q � � CO I � N Z � 00 cV O 00 co N � M N U) CD 1`7 O O O O O Di O O O O O 00 00 00 00 00 00 00 100 00 000 000 100 00 00 00 14 +91.69 14 +00 13 +00 12 +00 rn LO rn +� O N I- � W 00 C 7) CD 07 c 1j M r— [) O 00 00 00 00 0o 000 00 000 11 +00 10 +00 9 +00 rn el New Grade el C801 1 -3 Street Cross Section Details o C801 1 5 00 C801 C� Cis I CQ C801 7,9 Curb Detail rTl C801 10 Pipe Underdrain Detail C301 Intersection Details O 00 (.4- fl 00 Q) � 00 � U V corn 1 +rn W +M +0) 0_ 00 r- 00 r- 00 co 00 -I 0 N 00 � �Op - � � N O 00 DO _ O M 00 Cr) O Q� O O L0 O r0 O 00 )0 00 cc 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 8 +00 7 +00 6 +00 5 +00 4 +00 STREET PROFILE W Z _J O H=- U W ro O CO r; r N ff-) 1co 3 +27.03 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. 5. FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY MAINS, WATER SERVICE LATERALS, SANITARY SERVICE LATERALS UNDER CITY STREETS, REGARDLESS OF THE JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1 -0 ". IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT COVER REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. ON 1 W" I I MT_ "A.- TBM #44 USGS BENCHMARK CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE FARM ENTRANCE. ELEVATION — 893.39 SCALE: 1 " =50' SCALE. HORZ.: 1"=50'- , VERT.: 1 "=5 915 910 905 • 0 0 875 z 0 Cn W of No. 10000075 STATE OF Al- 111111111,,,, 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) Sc nel*der 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 Existing Grade New Grade 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. 5. FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY MAINS, WATER SERVICE LATERALS, SANITARY SERVICE LATERALS UNDER CITY STREETS, REGARDLESS OF THE JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1 -0 ". IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT COVER REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. ON 1 W" I I MT_ "A.- TBM #44 USGS BENCHMARK CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE FARM ENTRANCE. ELEVATION — 893.39 SCALE: 1 " =50' SCALE. HORZ.: 1"=50'- , VERT.: 1 "=5 915 910 905 • 0 0 875 z 0 Cn W of No. 10000075 STATE OF Al- 111111111,,,, 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) Sc nel*der 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 Sheet Number Description C801 1 -3 Street Cross Section Details o C801 1 5 Concrete Sidewalk Detail C801 6 Sidewalk Ramp For Handicapped Detail I CQ C801 7,9 Curb Detail rTl C801 10 Pipe Underdrain Detail C301 Intersection Details O Q) ® All Streets t0 be 28' in width unless otherwise noted. All Rights —of —way to be 50' in width unless otherwise noted. 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. 5. FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY MAINS, WATER SERVICE LATERALS, SANITARY SERVICE LATERALS UNDER CITY STREETS, REGARDLESS OF THE JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1 -0 ". IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT COVER REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. ON 1 W" I I MT_ "A.- TBM #44 USGS BENCHMARK CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE FARM ENTRANCE. ELEVATION — 893.39 SCALE: 1 " =50' SCALE. HORZ.: 1"=50'- , VERT.: 1 "=5 915 910 905 • 0 0 875 z 0 Cn W of No. 10000075 STATE OF Al- 111111111,,,, 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) Sc nel*der 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: I Ppr).lPrT Mn . � o �P�"'� V I CQ E"1 w O Z Z O Q) U U V � W w DATE: I Ppr).lPrT Mn . vi z 0 w T. No. 10000075 Ss-;O- STATE OF �ND(AN?' 70NAL I 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) 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 Geotechn ical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 1/31/06 1238. VO2 DRAWN BY: Cz r—I DCC O U STREET PLAN & PROFILE DRAWING FILES: N: \ 1238 \V002 \DWGS \V02- B \C201- 202.DWG XREF: V02B- BS.DWG XREF: 3001 ABS.DWG XREF: 3004BS.DWG C\ XREF: V01- BS.DWG H w SHEET NO.: (C2(0 Q z aQ z D p � w� r� w DID DATE: PROJECT NO.: 1/31/06 1238. VO2 DRAWN BY: CHECKED BY: DCC SHEET TITLE: STREET PLAN & PROFILE DRAWING FILES: N: \ 1238 \V002 \DWGS \V02- B \C201- 202.DWG XREF: V02B- BS.DWG XREF: 3001 ABS.DWG XREF: 3004BS.DWG XREF: V02- BS.DWG XREF: V01- BS.DWG XREF: STREET.DWG SHEET NO.: (C2(0 EXISTING '-N-Village of WestCla 9 Y SECTION 3001 -A VILLAGE--,., CENTER, PART 2' ;= :> ; f � d �✓ : �' � f �qc w PROS 1 /31 06 1238.V02 >- 21 +8-.75 4 Cz M ,.. LLJ DRAWING FILES: BIRD CAGE WALK I r f f ROSEBERY STREET RHETTSBURY STREET &BIRD CAGE WALK SCALE: 1 " =30' A!V1 RR CTA 1-4-7n 17 ROSEBERY STREET BR STA 4 +11.24 890.63 TC 12.00 LT 890.13 GUT ROSEBERY STREET i ROSEBERY STREET & CHELMSFORD STREET SCALE: 1 " =30' 2 C301 DR JIM O-rt7`+.JU 892.03 TC 14.00' RT 891.53 GUT BR STA 6 +78.37 892.55 TC 23.82' RT 892.05 GUT BR STA 8 +07.89 892.55 TC 23.82 RT 892.05 GUT BR STA 8 +21.97 891.97 TC 14.00' RT 891.47 GUT t- �� t- Ln O t.� M �. U I- /w w 0 w � w BR STA 11 +09.05 14.00 LT 891.35 TC 890.85 GUT 309 OR STA 1 +14.01 12.00' LT 891.51 TC 891.01 GUT PARSON'S GATE 14.00' LT 891.97 TC 891.47 GUT we 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. 5. ALL ELEVATIONS WITHIN VERTICAL CURVES (SHOWN IN PARENTHESIS) ARE CORRECTED ELEVATIONS. 6. NO TREES, SPRINKLER SYSTEMS, SIGNS, LANDSCAPING MOUNDS, OR OTHER SUCH AMENITIES ARE PERMITTED IN THE STREET RIGHT OF WAY. r \ PARSON'S GATE & CHELMSFORD STREET SCALE: 1 " =30' 89205 GUT T \ \\ A Ko 3 C301 I HP ' 893.63 893.13 UT 893.60 T,� ,893.10 U RIMER 1 I 00 1 HOLEY MOLEY SAYS "DON'T DIG BLIND'n "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. °°-- - Existing Storm Sewer New Storm Sewer Existing Sanitary Sewer New Sanitary Sewer 000 - - Existing Contour x ELEV DESC Existing Elevation w/ description 000.00 New Pavement Grade 1000.001 All Other Finish Grades Fl ow Arrow O 2' Chairback Curb with Gutter rF� C801 0 2' Chairback Curb w /out Gutter K'-9� C801 New Street Light Location i ASSUMED NORTH SCALE: 1 " =30' cii z 0 w \\\�w��t►u►ttlttrur�pi�i,,� pON T, g ''' No. 10000075 � STATE OF '.OAF "'� �NDIANP•��'. \��\� 70NAL ururnunua 31e4ow4 7'0� 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. sch n eidercorp. com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROS 1 /31 06 1238.V02 DRAWN BY: CHECKED BY: Cz SHEET TITLE: O CUL-DE-SAC DETAILS DRAWING FILES: N: \1238 \V002 \DWGS \V02- B \C301.DWG XREF: V02B- BS.DWG SHEET NO.: (C30n � I � w d O z a z }Q.) zacl c� W w DATE: PROS 1 /31 06 1238.V02 DRAWN BY: CHECKED BY: DCC SHEET TITLE: INTERSECTION & CUL-DE-SAC DETAILS DRAWING FILES: N: \1238 \V002 \DWGS \V02- B \C301.DWG XREF: V02B- BS.DWG SHEET NO.: (C30n vi z O Cn w / /z pON T. B ..G15TER No. 10000075 STATE OF ..n A <v /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, Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 301 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www. sch n eidercorp. corn Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering ATE: PROJECT NO.: 1/31/06 1238.V02 4AWN BY: Cz DCC O SANITARY SEWER PLAN & PROFILE ?AWING FILES: \1238 \V002 \DWGS\V02- B \C401. DWG EF: V02B- BS.DWG 'ER 3001ABS.DWG U� I C\ EF. V01- BS.DWG E-1 w EF: 1201 BS.DWG IEET NO.: 0 z Q z C a Q z O w w Q:21 w ^^ 11 E U U cz}W F -�--�I w ATE: PROJECT NO.: 1/31/06 1238.V02 4AWN BY: CHECKED BY: DCC -IEET TITLE: SANITARY SEWER PLAN & PROFILE ?AWING FILES: \1238 \V002 \DWGS\V02- B \C401. DWG EF: V02B- BS.DWG 'ER 3001ABS.DWG 'EF: 3004BS.DWG EF. V02- BS.DWG EF. V01- BS.DWG EF: SANITARY.DWG EF: 1201 BS.DWG IEET NO.: (C40n I HOLEY MOLEY SAYS 11q0) "DON'T DIG 1• TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. EXISTING BLIND 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN \--'�Village of WestClay COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER �- 0 SECTION 3004 VILLAGE SAFETY. 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY CENTER, PART 1 ` \ \ — ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. ` 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. \ ` NORMAL POOL =885.5 1 5. FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY \ = \ \ MAINS, WATER SERVICE LATERALS, SANITARY SERVICE LATERALS I \ ` 100 YEAR ELEV. .7 "IT'S T " UNDER CITY STREETS, REGARDLESS OF THE JURISDICTION OF THE � BOTTOM ELEV= 877.50 � \ H E LAW \ BANK= 891.80 2 WORKING DAYS BEFORE YOU DIG UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED � 316 � � _OP OF BANK - 891.80 � 1 PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE \� \ 319 1 -800- 382 -5544 PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE .. J � RIPRAP REQ D. I , j \ � CALL TOLL FREE MATERIA L ABOVE THE SUBGRADE) PLUS 1-0-. IF THE STANDARD I j PRACTICE OF THE U11LITY THAT HAS JURISDICTION OVER THE PER INDIANA STATE LAW IS -69 -1991. INSTALLA11ON HAS A MORE STRINGENT COVER REQUIREMENT, THE soy t 1 l t \ IT IS AGAINST THE LAW TO EXCAVATE MORE STRINGENT REQUIREMENT SHALL GOVERN. i t / WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING .� DAYS BEFORE COMMENCING WORK. 317 ' � ��' ` \ / / \ 601 � \ `�� / 318 / 602 i 308 0 p eet Number Description C803 C803 1 2 Bedding Detail - Reinforced Concrete Pipe (RCP) Chairback Curb Inlet Detail C803 4 Beehive Inlet Detail C803 5 Precast Concrete End Section C803 6 RipRap Detail @ End Section C803 3 Double Chariback Curb Inlet Detail o Z z STORM SEWER PROFILE 1 314 606 ` �_ ---- / G'C` C-` % Granular Backfill / / / /// Cz r4 o 607 �/ w o �12; o Z z az w ^ 1 E--- U U ctS W w \ TBM #44 cl: r— 09 USGS BENCHMARK m w CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT I co EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE 313 I FARM ENTRANCE. I ELEVATION - 893.39 I ( 603 1 I STORM SEWER PLAN "=50' SCALE: 1 910 ...... 910 905 . ..... ... 905 W z C Z ^^ � w cn- z � m N Z r ... -..�_ _ I Lij Z N ... —... _ .x- L" N N — �� N .cC-n900 J w [if ...... _. _. -_ . _ _... - ____._. _ _.._ __ . _____ _. ctf _ __. _._.- _.._. _ ._._ __ _ _ _ _.- ...- __..__ _ _._ -..- _ _ _ - _.___ _ _ _ _ _ __ _.. _ .__ _ _._ -_ _ _ _ ®._� __.__. ._..... _ _ __.. ..__...._ _ _ _ __ _ __ _ _ _. -.. _ _ _ _ _ ._.... ®_ _ _ ._.. _ .._ _ _- ........._..._.... -.. U CD Nc rl- a7 U cD NCD� CD M co U _CD L6 co Ot17� _ 895 CD a;�- CO CO = �o oa;00 -- CO 00 Z � 00 C5 z^ O CD CO Zp ,� co P: c0_0 CD COOS— co ° co w cfl m 00 o� �� (/) N c/)F -zZ v)�ZZ 000 895 0 0 _ _. o� oCO 890 ___ ______ ______ _ _______ ____ �z - �> �z � - __- ______ z _- _...__.._ _- _- N - _. . _... _._ _ _� -_ _ _ _ 890. 5 NORMAL POOL ELEV= 885.50 NORMAL POOL 29____- ...._....__2.L1 - » ELEV= 885.50 12 "RCP 8 8 5- 0.34 15 RCP ...... ............................... _................_............_._._...... �.._.._______..__.___e._____.._.._..-._...___-.-..____.._-..___ �.._.._ �__..._._.._.._...._.-_._.-.._. �__._ _._.._._.....................�. .... W... . .......................___ _ . -_ . „ _�9._�Q:�20� �1.....RCP.........- _29 -� . ��196�------ �. __._..._,_...�...3.4.�.®. -._.._ _ __ _...�__.__.__.- .�______ -____ 18" MIN. SEPARATION 12 RCP REQUIRED 18" MIN. SEPARATION 0.20% 8" WATERMAIN — _ REQUIRED 21 "RCP 880 8" WATERMAIN 880 875 >- CID ._.�co 870 870 STORM SEWER PROFILE 1 HORZ.: 1 »-=50 SCALE: _ VERT.. 1 5 - � -- -� -, Existing Grade New Grade % Granular Backfill / / / /// vi z 0 W 51 ER� No. 10000075 STATE OF 3 VIVA 10" E .10" �,u,rrrrnrmaa� 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 NO.: 138. VO2 BY. R LE DWG )n Cz r4 o C\ w o �12; o Z z az w ^ 1 E--- U U ctS W w NO.: 138. VO2 BY. R LE DWG )n \SSUMED NORTH SCALE: 1 "= 50 ' HOLEY MOLEY SAYS "DON'T DIG BLIND," "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. I rnrLln Existing Storm Sewer New Storm Sewer Existing Sanitary Sewer New Sanitary Sewer INDIANAPOLIS WATER PROJECT LEGEND r NAME: THE VILLAGE OF WESTCLAY SECTION V02 —B LEGEND STREET NAMES PIPE SIZE PIPE TYPE Existing Water Main PARSON'S GATE Sin I PVC 823' Proposed Water Main 8in Telephone Pole 0 ROSEBERY STREET bin Gas Pole Pq Hydrant can Paw PVC Hydrant 0 Inlet j with Hydrant Valve Tree C:) Butterfly Valve TOTAL Q Valve GAS VALVE 1313.0. Blowoff Assembly o Parcel Id ° ° w Air Relief Valve C v Plug uAdapter W II Reducer a>n Bend w T.J. Tee QKicker Block M.J. Sleeve + Cross Casing Pipe GAS Gas Lines UT Telephone Lines UE Electric Lines INDIANAPOLIS WATER PROJECT LEGEND r NAME: THE VILLAGE OF WESTCLAY SECTION V02 —B r No. 0 -00 -000 STREET NAMES PIPE SIZE PIPE TYPE TOTAL PIPE PARSON'S GATE Sin I PVC 823' CHELMSFORD STREET 8in PVC 303' ROSEBERY STREET bin PVC 444' RHETTSBURY ST, ROSEBERY ST. 8in PVC 418' Q z C:) Q z TOTAL Q 1,988' Q) E: THE VILLAGE OF WESTCLAY, SECTIONS V02 —B BER: 0 -00 -00 .. 2274/2275 METER MAP: 7554/7555 29003 21 PRESSURE DIST.: LAFAYETTE DRAFTER: SCHNEIDER /BET DATE: 01 /06 cri z 0 w Az T. °�pON T. No. 10000075 VO- STATE OF %"'k;1,1,11111111111111 7AL no 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 ZOJECT NO.: 1238. VO2 iECKED BY: ZIBUTION I ;701.DWG 3.DWG .DWG E.DWG O � � H W Q) Q Q z C:) Q z Q (� Q) U C CCU W w G� ZOJECT NO.: 1238. VO2 iECKED BY: ZIBUTION I ;701.DWG 3.DWG .DWG E.DWG Earth Or Sidewalk Surfcce Concrete Curb Or Curb L, Gutter T— Povemertt + x C� ic '8 Woshed Aggregate .1; S", J9 C. acs C A\ , :-2 PIPE UNDERDRAIN C5 DOUBLE WALL gf RANCOR HI-0 HE OR EQUIVALENT 4" M;n. PIPE UNDERDRAIN (Typical Installations) NOTE: PIPE SHALL CONFORM TO REQUIREMENTS OF SECTION 906.17 OF STANDARD SPECIFICATIONS. INSTALLATION REQUIRED: BOTH SIDES OF PAVEMENT WHERE REQUIRED BY THE ENGINEER. CITY OF CARMEL STANDARDS SUBSURFACE DRAIN R ETI S D FIGURE 10 C801 24" 6" Top Sall--\ i9-- Slope /ft. >1 ------- 7-- Comoccted P. Class "A" Concrete Compocted Subgrcda or Aggregate Base 24" NOTES: FACES MAY BE BATTERED TO FACILITATE SLIP FORMING. CURE ALL EXPOSED SURFACES. DAMPEN SUBGRADE BEFORE PLACING CONCRETE. CITY OF CARMEL STANDARDS COMBINED CONCRETE CURB & CUTTER (TYPE III) REVISED FIGURE, 10-12 STREET CROSS-SECTION PLAN VIEW, SCALE: 1"=80' 11' 4' -0" MIN (SEE PLAN) I 1/4" PER FOOT MIN C.4 4' WALK < LLf LLJ Ll LLj 1,4J Q Ld .0 0- 1-7- .0. 1A 4'-099 1:10 SLOPE SLOPE PLAN VIEW - 6'— 0" MAX. 1: 12 13' 4' 000bD a � I 2 CONC. ROLL CURB SECTION A-A WHEELCHAIR RAMP DETAIL- 6 0801 4' WALK 9 0801 3" OF TOPSOIL 6" 24" 6" 18$p < 1 R'. • F 3/4" lV V T-7' BACKFILL V% 24" COMPACTED SUBGRADE7 COMBINED CONCRETE CILIRB/"� AND GUTTER (TYPE 11) ��01 3" to 40 (75mm TO 1 00mm) HIGH LETTER TO BE STAMPED AS FOLLOWS: S is for Storm Sewer SS is for Sanitary Sewer D is for Subsurface or Base Drain C is for Conduit G is for Gas W is for Water NOTES: 1. Curb to be stamped at all locations where any of the above cross under a curb. 2. Letter to be stamped prior to concrete setting up, whenever possible. 3. Stamp to be a minimum of 1/2 inch (10mm) deep. CURB STAMP 8 01 NO SCALE � i ffjj z) I VIN L CHAT PATH SECTION K'13N� � 0801 TE LIME) 50' RIGHT OF WAY 28' FACE TO FACE 14' 14' 6" CHAIR BACK CURB PROFILE GRADE 6" CHAIR BACK CURB. SLOPE 1/4" PER FOOT MIN SLOPE 1/4" PER FOOT MIN 1.5" HAC SURFACE #11--/ 2" HAC BINDER #8 3" HAC BASE #51D 7" #53 STONE 0 PREPARED SUBGRADE PER INDIANA DEPARTMENT OF TRANSPORTATION SPECS. No. 207 NOTE: ALL PAVING TO BE COMPLETED IN ONE PAVING SEASON. STREET CROSS SECTION A-A C801 ROSEBERY STREET, CHLEMSFORD STREET, PARSON'S GATE GD 8' 12' 6" CHAIR BACK CURB SL MIN 40' RIGHT OF WAY 24' FACE TO FACE 131 A 4' .19 1/4" PER FOOT MIN 4' WALK ) '-PIPE UNDERDRAIN (TYP) SEE DETAIL 3' 12' 6" CHAIR BACK CURB PROFILE GRADE 1.5" #11 HAC SURFACE-/ 2" HAC BINDER #8 3" #5 HAC BASE *PREPARED SUBGRADE PER INDIANA DEPARTMENT 7" #53 COMPACTED STONE BASE OF TRANSPORTATION SPECS. No. 207 NOTE: ALL PAVING TO BE COMPLETED IN SAME PAVING SEASON. STREET CROSS SECTION 13-13 ROSEBERY STREET 50' RIGHT OF WAY 28' FACE TO FACE 14' 14' 6" CHAIR BACK CURB PROFILE GRADE 6" CHAIR BACK CURB. 0(/ SLOPE 1/4" PER FOOT MIN I SLOPE 1/4" PER FOOT MIN .... ;..:........ .. ...:....:... ;..::..::..::...:.. .: ............................... 1.5" HAC SURFACE #11—/ 2" HAC BINDER #8 3" HAC BASE #5D 7" #53 STONE 0 PREPARED SUBGRADE PER INDIANA DEPARTMENT OF TRANSPORTATION SPECS. No. 207 NOTE: ALL PAVING TO BE COMPLETED IN ONE PAVING SEASON. STREET CROSS SECTION C—C RHETTBURY STREET 50' RIGHT OF WAY 28' FACE TO FACE 14' 140 6" CHAIR BACK CURB PROFILE GRADE 6" CHAIR BACK CURB SL MIN 1.5" #11 HAC SURFACE—/ 2" HAC BINDER #8 3" #5 HAC BASE *PREPARED SUBGRADE PER INDIANA DEPARTMENT 7" #53 COMPACTED STONE BASE OF TRANSPORTATION SPECS. No. 207 NOTE: ALL PAVING TO BE COMPLETED IN ONE PAVING SEASON. STREET CROSS SECTION D-D 4 RHETTBURY STREET C801 50' \It!� — 11' 5.5' 9' PATH 5.5' 1 3.5' 9' PATH ) ",PIPE UNDERDRAIN (TYP) SEE DETAIL 1, 6' 4► V 1/4" PER FOOT MIN 4 A NNEWNWMPE��� 4' WALK ) TOP OF CURB TRANSVERSE EXPANSION JOINTS BOTTOM OF CURB PAVEMENT TRANSVERSE CONTRACTION JOINTS NOTE: MAXIMUM TRANSVERSE CONTRACTION JOINT SPACING ON RADII SHALL BE 5 FEET. (10' MAX. SPACING) CURB JOINT DETAIL -, 4'-0" MIN. (SEE PLAN) I z < LU L" a-Z Z 0 LU => Lj 0:� 0 -j LL -j WZ I - 11 \W - I PREPARED SUBGRADE —Z --i 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. 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 SIDEWALK CONSTRUCTED WITH DRIVEWAY OR ALLEY ENTRANCES SHALL HAVE MIN. THICKNESS OF 6" OR THICKNESS OF THE DRIVEWAY OR ALLEY APRON, WHICHEVER IS GREATER. 5 SIDEWALK- DETAIL C801 0i 21-1 CD in Uj '\\0 A/z x\§' ..T No. --- 10000075 STATE OF 0 /NDIAIA 70 N A 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 c • nee er THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 301 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.8 2 6.6 410 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.V02 DRAWN BY. r DCC SHEET TITLE: STREET DETAILS DRAWING FILES: N: \1 238\V002\DWGS\V02-B\C801.DWG SHEET NO.: C C\2 E--4 C) O w Qw Q) E Cz W DATE: PROJECT NO.: 1/31/06 1238.V02 DRAWN BY. CHECKED BY. DCC SHEET TITLE: STREET DETAILS DRAWING FILES: N: \1 238\V002\DWGS\V02-B\C801.DWG SHEET NO.: C \I,— BEDDING: MATERIAL 6" #8 CRUSHED STONE MINIMUM FLOW CHANNELS —THE FLOW CHANNELS WITHIN MANHOLES SHALL BE AN INTEGRAL PART OF THE PRECAST BASE. THE CHANNELS SHALL BE SHAPED AND FORMED FOR A CLEAN TRANSITION WITH PROPER HYDRAULICS TO ALLOW THE SMOOTH CONVEYANCE OF THE FLOW THROUGH THE MANHOLE. THE BENCH WALL SHALL BE FORMED TO THE CROWN OF THE INLET AND OUTLET PIPES TO FORM A "U" SHAPED CHANNEL. THE BENCH WALL SHALL SLOPE BACK FROM THE CROWN AT 1/2" PER FOOT TO THE MANHOLE WALL. 00C1`% n CT 0 cIKICn0n117-n nnKino1177 -rte nMnn L A A All Ini r NOTE1: MANHOLE SHALL INCLUDE STEPS. 8 MANHOLE STEPS SHALL BE POLYPROPYLENE, POLYPROPYLENE COATED STEEL REINFORCING 0 OR AN APPROVED NON— CORROSIVE FIBERGLASS MATERIAL. THE COPOLYMER POLYPROPYLENE SHALL MEET THE REQUIREMENTS OF ASTM D -4101 REINFORCED WITH DEFORMED 3/8" MIN. DIAMETER REINFORCING STEEL CONFORMING TO THE REQUIREMENTS OF ASTM A -615, GRADE 60. NON — COATED CAST (IRON STEPS ARE NOT ACCEPTABLE. STEPS SHALL BE A MAXIMUM OF 24" FROM TOP, 24" FROM BOTTOM AND 16" SPACING BETWEEN. STEP TO MANHOLE INTERFACE SHALL NOTE2: THE FIRST SECTION OF PIPE OUT OF A DROP MANHOLE SHALL BE CONSTRUCTED OF DUCTILE IRON. WITHIN 5' AND UNDER PAVEMENT: FINAL BACKFILL SHALL BE B- BORROW (INDOT SPEC) COMPACTED IN 6" MAX LIFTS TO NOT LESS THAN 95% STANDARD PROCTOR. 6" BELOW 1/2 TRENCH AGGREGATE SUBBASE OF PAVEMENT SHALL BE #53 STONE DEPTH MIN. (INDOT SPEC) COMPACTED TO NOT LESS THAN 95% STANDARD PROCTOR. SHALL MEET OR EXCEED REQUIREMENTS OF JURISDICTIONAL AUTHORITY IF MORE STRINGENT. ,I►, ,Ir, alr, alr, alr, ,Ir,alr, 4, 4, Sol / PLACEMENT Z w BEDDING 12" MIN. Ail FINISH GRADE SIX INFI— SHIELD "UNIBAND "—` OR APPROVED EQUAL SEAL o PER SPECIFICATIONS to NEENAH R- 1642 —A W /SELF SEALING LID (OR EQUAL) STAMPED "SANITARY SEWER" 2' -0" DIA. PRECAST CONC. RINGS 1' TAPERED CONE SECTION - -- --- - - - - -- v> °w PRECAST CONCI 5 SECTIONS P=ZJa V) J00�� W U.1w ° �+ (16" MAX.) �QMo a: BUTYL RUBBER COATING U. 8 CRUSHED STONE (TYP.) AS PER SPECIFICATION MANHOLE STEPS SPRING LINE OF PIPE �I O.D. OF PIPE FOUNDATION 6" MIN. r �-1 (REQUIRED IN UNSTABLE SOIL) 12„ 2„ (MIN.) (MIN.) SANITARY TRENCH &PIPE EMBEDMENT DETAIL r5 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' 30' MIN 45' MAX. ISOMETRIC PLAN LUNG KADIUS SECTION A -A DIAMETER AS SPECIFIED f ON PLAN OR SCHEDULE PLAN VIEW CONNECTION TO MAIN SEWER � C802 I � COVER &SEAL * BELL HOLES SHALL BE PROVIDED AND THE TRENCH PREPARED SO I 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 - - - -- - - - - -J 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- 7 0802 4' -0" DIA. FILL WITH ••••• ...••.. . CONCRETE PLAN .. • 4•••.••••••D ••• .'. PRECAST BASE o.'.'.'.'.'. a ...... #4 ®12" EA. WAY o0 ` Q ..........a...... o.O o•O..o.o .o.•O. o.O o�O..o�.p.o.•O..o•O ,pe0� °e0�000�Oe0�Oe0�Oe0 00 0 eO.OeO.peO.OeO.O eO.O eO.00� e� Ooo eO ° ' ° 6" MIN. NO. 8 CRUSHED STONE 0e0, 0e0.0e0.0e0.0e0.peo.°eo,°eo.°eo REQUIRED UNDER MANHOLE BASE FOR LEVELING AND SUPPORT 4' -0" MIN. MANHOLE BASE FOR PRECAST SECTION A- A SANITARY MANHOLE DETAIL r-T� CARMEL �12 NOTE MANHOLE CONFORMS TO ASTM C -478 JOINT CONFORMS TO ASTM C -443 PLACE !/X DIA PREFORMED GASKt I MA I tKIAL IN EACH KEYWAY (SEE DETAIL). PLAN VIEW PRECAST CONCRETE ADJUSTING RING OR FLANGE OF CASTING NOMINAL 112" BUTYL RUBBER 24" 1.1 BASE EXT UDABLE PREFORMED GASKET MATERIAL (TYP) SEE DPW SPECS. 63' :v:.:- ........::.:.p.' 4 " -12" ........ GASKET DETAIL SECTION A -A ADJUSTING RING DETAIL- (FIGURE 5 -4B) ceoz v 2500 psi CONCRETE BOTTOM OF TRENCH V x�� � Perspective View —earth cut away \ © To be used when clear distance between pipes is 18" or less, or where noted on the drawings. CONCRETE CRADLE rT-s� ceoz SANITARY OR STORM SEWER —�� TYPICAL UTILITY CROSSING cans ci'i Z 0 ``\ \w\\\►u u u t u l lllUi /i��� ODN T B %•, No. 10000075 10- . STATE OF : 1NDIANP %ss /0NAI. / / / /lllll ► t I I I ! 1111U1 \�\ 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) 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 Geotechnicol Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering NEENAH R- 1642 —A w /SELF SEALING "SANITARY 1/31/06 LID (OR EQUAL) STAMPED SEWER- "SELF—SEALING" MACHINE BEARING APPLICATION SURFACE MANHOLE BASE TO BE SANITARY SEWER SET ON KENT SEAL OR FINISHED GRADE EQUAL. SHEET NO.: cv Q ° PRECAST CONCRETE ADJUSTER 24" DIA C\ RINGS 4" MIN -12" MAX (SEE DETAIL) INFI— SHIELD "UNI BAND" OR EQUAL MATERIAL. ECCENTRIC CONE SECTION 1/4" ±1/16" MIN. THICKNESS FROM 2" BELOW NOTE TOP OF CONE TO 2" OVER FLANGE PER a SPECIFICATIONS. ° MANHOLE CONFORMS TO ASTM C -478 CONCRETE JOINT CONFORMS TO ASTM C -443 Q z PIPE DIA. p 4 � Q PIPE DIA. _ 48" OR 60" DIA VARIES SEE SECTION 5.04K > DPW SPECS P ° •...'. a '.'. 0 —RING GASKET BETWEEN ALL RISER AND CONE :• SECTIONS, PLUS 1/2" EXTRUDABLE GASKET WYE . ;' ' ' '• • .' - (KENT SEAL OR EQUAL) w 45' BEND � ro PIPE TO MANHOLE GASKET MEETING ASTM C -443 SHALL • BE CAST INTO MANHOLE SECTION AT THE TIME OF DROP PIPE a N MANUFACTURING. GASKET SHALL BE DESIGNED TO ' ' v '° WITHSTAND UP TO 30" OF WATER PRESSURE . CONCRETE :' . MIN. 1/2" PER FOOT SLOPE ENCASEMENT : • . ' (2,500 P.S.I.) % PRECAST CONCRETE ° .. - ° SECTIONS ENLARGE FOOTING .4 #4 REBAR ® 12" O.C. —B.W. FOR DROP PIPE. •' '' .' . •' .. .. • MIN .4 .4 . . . . . 44 . . . . . .Q . MIN ........ .............. . \I,— BEDDING: MATERIAL 6" #8 CRUSHED STONE MINIMUM FLOW CHANNELS —THE FLOW CHANNELS WITHIN MANHOLES SHALL BE AN INTEGRAL PART OF THE PRECAST BASE. THE CHANNELS SHALL BE SHAPED AND FORMED FOR A CLEAN TRANSITION WITH PROPER HYDRAULICS TO ALLOW THE SMOOTH CONVEYANCE OF THE FLOW THROUGH THE MANHOLE. THE BENCH WALL SHALL BE FORMED TO THE CROWN OF THE INLET AND OUTLET PIPES TO FORM A "U" SHAPED CHANNEL. THE BENCH WALL SHALL SLOPE BACK FROM THE CROWN AT 1/2" PER FOOT TO THE MANHOLE WALL. 00C1`% n CT 0 cIKICn0n117-n nnKino1177 -rte nMnn L A A All Ini r NOTE1: MANHOLE SHALL INCLUDE STEPS. 8 MANHOLE STEPS SHALL BE POLYPROPYLENE, POLYPROPYLENE COATED STEEL REINFORCING 0 OR AN APPROVED NON— CORROSIVE FIBERGLASS MATERIAL. THE COPOLYMER POLYPROPYLENE SHALL MEET THE REQUIREMENTS OF ASTM D -4101 REINFORCED WITH DEFORMED 3/8" MIN. DIAMETER REINFORCING STEEL CONFORMING TO THE REQUIREMENTS OF ASTM A -615, GRADE 60. NON — COATED CAST (IRON STEPS ARE NOT ACCEPTABLE. STEPS SHALL BE A MAXIMUM OF 24" FROM TOP, 24" FROM BOTTOM AND 16" SPACING BETWEEN. STEP TO MANHOLE INTERFACE SHALL NOTE2: THE FIRST SECTION OF PIPE OUT OF A DROP MANHOLE SHALL BE CONSTRUCTED OF DUCTILE IRON. WITHIN 5' AND UNDER PAVEMENT: FINAL BACKFILL SHALL BE B- BORROW (INDOT SPEC) COMPACTED IN 6" MAX LIFTS TO NOT LESS THAN 95% STANDARD PROCTOR. 6" BELOW 1/2 TRENCH AGGREGATE SUBBASE OF PAVEMENT SHALL BE #53 STONE DEPTH MIN. (INDOT SPEC) COMPACTED TO NOT LESS THAN 95% STANDARD PROCTOR. SHALL MEET OR EXCEED REQUIREMENTS OF JURISDICTIONAL AUTHORITY IF MORE STRINGENT. ,I►, ,Ir, alr, alr, alr, ,Ir,alr, 4, 4, Sol / PLACEMENT Z w BEDDING 12" MIN. Ail FINISH GRADE SIX INFI— SHIELD "UNIBAND "—` OR APPROVED EQUAL SEAL o PER SPECIFICATIONS to NEENAH R- 1642 —A W /SELF SEALING LID (OR EQUAL) STAMPED "SANITARY SEWER" 2' -0" DIA. PRECAST CONC. RINGS 1' TAPERED CONE SECTION - -- --- - - - - -- v> °w PRECAST CONCI 5 SECTIONS P=ZJa V) J00�� W U.1w ° �+ (16" MAX.) �QMo a: BUTYL RUBBER COATING U. 8 CRUSHED STONE (TYP.) AS PER SPECIFICATION MANHOLE STEPS SPRING LINE OF PIPE �I O.D. OF PIPE FOUNDATION 6" MIN. r �-1 (REQUIRED IN UNSTABLE SOIL) 12„ 2„ (MIN.) (MIN.) SANITARY TRENCH &PIPE EMBEDMENT DETAIL r5 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' 30' MIN 45' MAX. ISOMETRIC PLAN LUNG KADIUS SECTION A -A DIAMETER AS SPECIFIED f ON PLAN OR SCHEDULE PLAN VIEW CONNECTION TO MAIN SEWER � C802 I � COVER &SEAL * BELL HOLES SHALL BE PROVIDED AND THE TRENCH PREPARED SO I 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 - - - -- - - - - -J 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- 7 0802 4' -0" DIA. FILL WITH ••••• ...••.. . CONCRETE PLAN .. • 4•••.••••••D ••• .'. PRECAST BASE o.'.'.'.'.'. a ...... #4 ®12" EA. WAY o0 ` Q ..........a...... o.O o•O..o.o .o.•O. o.O o�O..o�.p.o.•O..o•O ,pe0� °e0�000�Oe0�Oe0�Oe0 00 0 eO.OeO.peO.OeO.O eO.O eO.00� e� Ooo eO ° ' ° 6" MIN. NO. 8 CRUSHED STONE 0e0, 0e0.0e0.0e0.0e0.peo.°eo,°eo.°eo REQUIRED UNDER MANHOLE BASE FOR LEVELING AND SUPPORT 4' -0" MIN. MANHOLE BASE FOR PRECAST SECTION A- A SANITARY MANHOLE DETAIL r-T� CARMEL �12 NOTE MANHOLE CONFORMS TO ASTM C -478 JOINT CONFORMS TO ASTM C -443 PLACE !/X DIA PREFORMED GASKt I MA I tKIAL IN EACH KEYWAY (SEE DETAIL). PLAN VIEW PRECAST CONCRETE ADJUSTING RING OR FLANGE OF CASTING NOMINAL 112" BUTYL RUBBER 24" 1.1 BASE EXT UDABLE PREFORMED GASKET MATERIAL (TYP) SEE DPW SPECS. 63' :v:.:- ........::.:.p.' 4 " -12" ........ GASKET DETAIL SECTION A -A ADJUSTING RING DETAIL- (FIGURE 5 -4B) ceoz v 2500 psi CONCRETE BOTTOM OF TRENCH V x�� � Perspective View —earth cut away \ © To be used when clear distance between pipes is 18" or less, or where noted on the drawings. CONCRETE CRADLE rT-s� ceoz SANITARY OR STORM SEWER —�� TYPICAL UTILITY CROSSING cans ci'i Z 0 ``\ \w\\\►u u u t u l lllUi /i��� ODN T B %•, No. 10000075 10- . STATE OF : 1NDIANP %ss /0NAI. / / / /lllll ► t I I I ! 1111U1 \�\ 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) 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 Geotechnicol Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 1/31/06 1238.V02 DRAWN BY: � IF M o SANITARY SEWER DETAILS DRAWING FILES: N: \1238 \V002 \DWGS \V02- B \C802.DWG SHEET NO.: (C k 1\ 0�.a U� C\ w Q C Q z Q z 0 p j � Q I—� t P34 w DATE: PROJECT NO.: 1/31/06 1238.V02 DRAWN BY: CHECKED BY: DCC SHEET TITLE: SANITARY SEWER DETAILS DRAWING FILES: N: \1238 \V002 \DWGS \V02- B \C802.DWG SHEET NO.: (C k 1\ 0�.a NOTES 1. GEOTEXTILE TO BE POLYFELT TS700 OR APPROVED EQUAL. PLAN VIEW La OR TO EDGE OF SAFETY LEDGE PIPE Q CULVERT RIPRAP & GEOTEXTILE-/ UNDER END SECTION TOE ANCHOR RIPRAP & GEOTEXTILE (SEE NOTES) F--THICKNESS RIPRAP nFTAII (& Fein gFr,T1nK1 RIP -RAP GRADATION TABLE 6 C803 SIZE OF SIZE OF STONE STR # g La W THICKNESS d50 50 600 3.75' 10' 10' 12 4" 4' -3" 605 3.75' 1 10 10' 1 12" 1 4" PIPE Q CULVERT RIPRAP & GEOTEXTILE-/ UNDER END SECTION TOE ANCHOR RIPRAP & GEOTEXTILE (SEE NOTES) F--THICKNESS RIPRAP nFTAII (& Fein gFr,T1nK1 RIP -RAP GRADATION TABLE 6 C803 SIZE OF SIZE OF STONE 9. OF TOTAL WEIGHT � OF TOTAL WEIGHT LARGER THAN GIVEN SIZE 3K 0 2K 20 K 50 0.1K 90 WHERE K = d50 NOTE: DEPTH OF RIP RAP SHALL NOT BE LESS THAN 3 x d 50 SAFETY LEDGE. SEE LAKE CROSS SECTION FOR DETAIL 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. D � a 1/2 TRENCH DEPTH MIN. GRADE BEEHIVE INLET NEENAH TYPE CASTING N o. R-4342 T. C. "DUMP NO WASTE- DRAINS TO WATERWAY" - - S01L a_ 4, LU PLACEMENT 4" MIN �\ �. . * RISER RING :o' OPENING :a'o 00 w J - :4: ... D. STANDARD REINFORCED CONC. BASE *FOR DIMENSIONS SEE D -18 ON C806. BEEHIVE INLET DETAIL K`4 C803 Y I �I I� cal I U Q I `� ¢ I R2 ° can I I U I N QI I 1 I Y--.Ni (g" I PLAN VIEW Grooved end on outlet end tongue end on inlet end D \ f` C R.r v' 7 Fj SAO b i PIPE CULVERT I i COMPUTED LENGTH OF CULVERT -I PAY LENGTH END SECTION OF CULVERT LENGTH (D) SLOPE DETAIL 1 1/2"r A ¢ i r-0- o ¢ ¢ ! 0 9» 3" 0 I Groove (or tongue) to N be the some as on standard reinforced concrete pipe ASTM designation C76 I q CLASS 'A' CONCRETE L-M.- LONGITUDINAL SECTION 12 "C to C MAKSPACING 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. 1' FINAL BACKFILL BEDDING ........... 12" MIN.- B- BORROW 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.- � \ (REQUIRED IN UNSTABLE SOIL) (3" MIN. @ BELL OF PIPE) 12" `12" No. 8 STONE STORM SEWER- TRENCH &PIPE EMBEDMENT DETAIL e cso RIP RAP TO BE PLACED ON SIDE SLOPE WHEN CALLED FOR ON PLANS 1 1/2"r HOOK BOLTS ° o a N CLASS 'A' CONCRETE E +2T SECTION A -A CONCRETE PIPE TOE ANCHOR DIMENSIONS OF CONCRETE END SECTIONS FOR ROUND PIPE DIA T (MIN) A C D E K Rl 2 APPROX. WEIGHT 12" 2" 1 5" 4' -3" 6' -2" 2' -0" 1.3 110 1/8" 9" 800 15" 2 1/4"1 7" 4' -0" 6' -3" 2' -6" 1.5 12 1/2" 11 1,100 18" 2 1/2" 1 11" 4' -1" 6' -2" 3' -0" 1.8 15 1/2" 12" 1,300 21" 2 3/4" 11" 3' -6" 6' -3" 3' -6" 2.1 16 1/8" 13" 1,500 24" 3„ 1, -O„ 2, -8» 6' -3" 4' -0" 2.3 16 3/16" 14" 1,800 27" 3 1/4" 1' -1" 2' -5" 6' -3" 4' -6" 2.6 18 1/2" 14 1/2" 2,100 30" 3 1/2" 1 1' -2" 1' -10" 1 6' -3" 5' -0" 2.9 18 3/16" 15" 2,400 R -3010 3 3/4"1 1- 3 3- 6 18'-3" 15'-6" 600 3.1 18 1/2" 17 1/2" 4,100 36" 4" 1' -5" 3' -1» 8' -3" 1 6' -0" 3.4 23 3/4" 20" 4,200 TOLERANCE +/- 1" PRECAST CONCRETE END SECTION 03 Storm Structure Data Table STRAIGHT CURB & GUTTER GRADE NEENAH TYPE CASTING T. C. NO. R -3010 'DUMP NO WASTE- DRAINS TO WATERWAY" ASPHALT OPENING :Q'a o ... NOTE: °'p AS DETAIL SHOWS, STRUCTURE SHALL BE CONSTRUCTED SUCH THAT NO PART I OF THE STRUCTURE EXTENDS UNDER I I THE MAINLINE PAVEMENT BEYOND THE I LIMIT OF THE CASTING FRAME. I STANDARD REINFORCED CONC. BASE *FOR DIMENSIONS SEE D -18 ON C806. NOTE: STRUCTURES SHALL PROVIDE PRECAST INLETS WITH PRECAST OPENINGS. CHAIRBACK CURB INLET DETAIL C803 ------------------- I I I I DD0001 DODDDDD DMOM HEM I I I I I---------- - - - - -- - - --j GRADE 42 "x76" BASE J CHAIR CURB & GUTTER NEENAH TYPE CASTING qmuqu T.C. N0. R -3010 "DUMP NO WASTE- DRAINS TO WATERWAY" I I ASPHALT DOUBLE CURB INLET DETAIL 3 C803 z 0 w ON T. No. 10000075 STATE OF %ss /oNAL ����l��rl►ttntuuu����� 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: e 1/31/06 1238.VO2 Cz \ DCC O SHEET TITLE: STORM SEWER DETAILS DRAWING FILES: N: \1238 \V002 \DWGS \V02- B \C803.DWG 607 889.92 I 886.21 2.54 24inx24in UCI R -3010 Z Q 12 Z NE 606 889.92 886.11 886.11 2.39 24inx24in UCI R -3010 12 15 SW NE 605 U 885.50 24inx24in END END 15 SW 603 899.10 886.42 1.51 24inx24in BH R -4342 12 NW 602 890.30 885.75 2.59 24inx24in UCI R -3010 12 21 SE NW 601 890.30 885.69 1 885.69 1 2.65 1 48in UCI R -3010 21 21 SE NW 600 885.50 1 1 1 24inx24in END END 21 SE STRAIGHT CURB & GUTTER GRADE NEENAH TYPE CASTING T. C. NO. R -3010 'DUMP NO WASTE- DRAINS TO WATERWAY" ASPHALT OPENING :Q'a o ... NOTE: °'p AS DETAIL SHOWS, STRUCTURE SHALL BE CONSTRUCTED SUCH THAT NO PART I OF THE STRUCTURE EXTENDS UNDER I I THE MAINLINE PAVEMENT BEYOND THE I LIMIT OF THE CASTING FRAME. I STANDARD REINFORCED CONC. BASE *FOR DIMENSIONS SEE D -18 ON C806. NOTE: STRUCTURES SHALL PROVIDE PRECAST INLETS WITH PRECAST OPENINGS. CHAIRBACK CURB INLET DETAIL C803 ------------------- I I I I DD0001 DODDDDD DMOM HEM I I I I I---------- - - - - -- - - --j GRADE 42 "x76" BASE J CHAIR CURB & GUTTER NEENAH TYPE CASTING qmuqu T.C. N0. R -3010 "DUMP NO WASTE- DRAINS TO WATERWAY" I I ASPHALT DOUBLE CURB INLET DETAIL 3 C803 z 0 w ON T. No. 10000075 STATE OF %ss /oNAL ����l��rl►ttntuuu����� 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.VO2 Cz CHECKED BY: DCC O SHEET TITLE: STORM SEWER DETAILS DRAWING FILES: N: \1238 \V002 \DWGS \V02- B \C803.DWG SHEET NO.: (C (C)) (0 3 I E-1 W O Z Q CD Z 1z; O Q Z � w ZI a� U � U Co W w DATE: PROJECT NO.: 1/31/06 1238.VO2 DRAWN BY: CHECKED BY: DCC SHEET TITLE: STORM SEWER DETAILS DRAWING FILES: N: \1238 \V002 \DWGS \V02- B \C803.DWG SHEET NO.: (C (C)) (0 3 B 8 B B6 B7 B8 B9 B1 B11 B1 B1 Al Plan Index provided below A2 11 "x17" Plat denoting lot numbers, boundaries and streets is provided separately. A3 Project Type: 21 Single Family Lots on approximately 16.9 acres. A4 Vicinity Map: Denoted on Sheet C100 A5 Legal Description of Project Site: See attached Secondary Plat and NOI Letter. Latitude 39'58'13 "N, Longitude 86'11'35 "W. A6 Location of all lots and proposed site improvements: See Development Plan Sheet C101. 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 the site in three locations. The marjority of the water will flow to one of two existing ponds located in Sections 3004 and 3001 of the Village of WestClay. These ponds are connected to a series of ponds within the Village of WestClay that eventually outfall into Elliot Creek. The remainder of the stormwater will flow to an existing end section located in Section 12001 of the Village of WestClay. See Site Development Plan Sheet C101 for more detail. A10 Location of all wetlands, lakes & water courses on and adjacent to site: There are two existing ponds located to the north and northwest of the site. These ponds were previously built with Sections 3001 and 3004 of the Village of WestClay. See Site Development Plan Sheet C101 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: 10 year Pre - Construction Peak Discharge = 8.6 cfs 10 year Post Construction Peak Discharge = 11.3 cfs A15 Adjacent Land Use: North: Single Family Residentiol /Commercial - Village of WestClay Sections AGO1, 3004 and 3001 South: Park- Village of WestClay Provost Park East: Single Family Residential - Village of WestClay Sections V002 -A and 12001 West: Village of WestClay Clubhouse A16 Locations and approximate boundaries of all disturbed areas: See Sheets C102 -C103 for locations. A17 Identification of existing vegetative cover. See Stormwater Pollution Prevention Plan - Sheets C102 -C3. A18 Soils Map including descriptions and limitations: See sheet C805 for soils map, description and limitations. A19 Locations, size and dimensions of proposed stormwater systems: See Site Development Plan Sheet C101 for proposed storm sewer system. A20 Locations, size and dimensions of any proposed off -site construction activities associated with this project: none. A21 Locations of Soil Stockpiles: Stockpile areas shall be located as 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 Site Development Plan Sheet C101 for existing site topography. A23 Proposed final topography. See Site Development Plan Sheet C101 for proposed site grading and drainage patterns. 81 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. 82 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 Section V002 -B project during construction protecting the adjoining properties and Elliot Creek. The majority of the existing watershed sheet drains to concentrated flow. The concentrated flow conveys runoff into an existing end - section and beehive located east of the site in Section 12001. A portion of the stormwater is conveyed to the south into Claridge Farms. PRECONSTRUC110N 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. IDEM (317- 233 -5627) and the HCSWCD (317 - 773 -1406) are to be notified within 48 hours of starting construction. 3. An orange construction fence shall be constructed along the perimeter of the tree preservation areas prior to any earthmoving. 4. A silt fence shall be installed at the edges of the project site where there is potential for any stormwater runoff. Potential areas are identified based on existing topography along the perimeter of the overall site. See plans for specific locations. 5. Evaluate existing vegetation suitable for use as filter strips along the perimeter of the overall site. 6. Evaluate, mark and protect important trees and associated root zones. 7. Inlet protection shall be placed at the existing beehive, paved area inlet and end - section located on the east boundary line as depicted on plan. Inlet protection shall also be placed at the curb inlets located at the intersection of Parson's Gate and Hourglass Drive and at the curb inlet located on Rhettsbury Street as depicted on plan. 8. A construction entrance shall be placed per the plan location. 9. Establish construction staging area for equipment and vehicles as for from detention ponds and swales as possible. 10. Establish onsite location for owner /operator /contractor placement of approved plans and Rule 5 N01 and Rule 5 inspection documentation. ESTABLISH SILT BASINS /TRAP: 11. Install two sediment traps labeled "A" and "B ". See Sheet C805 for details. See Sheet C102 for locations and proposed contours. 12. After completion of the sediment basins and trap seed dams then commence construction of the temporary diversion swales. 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. Install riprap upon completion of end section installation. 4. Upon completion of sewer installation and inlet protection, proceed with street construction. 5. Liming of streets should be done prior to the installation of storm sewers to prevent the transmission of lime dust to ponds or receiving waters. 6. Once pavement and curbs are in place, install curb inlet sediment barriers and re -seed all disturbed areas. 7. Once inlet protection is in place, final grade all areas. Upon completion of all grading, verify depth of pond per plan requirement, dredge as needed. 3 Stable construction entrance location(s) and specifications. See Stormwater Pollution Prevention Plan Sheets C102 -C103 for location and Sheet C805 for construction entrance details and specifications. 4 Sediment control measures for sheet flow areas: See Stormwater Pollution Prevention Plan Sheets C102 -C103 for locations of sediment control measures and Sheet C805 for construction details and specifications. 5 Sediment control measures for concentrated flow areas: See Stormwater Pollution Prevention Plan Sheets C102 -C103 for locations of sediment control measures and Sheet C805 for construction details and specifications. Strom sewer inlet protection measures, locations and specifications: See Stormwater Pollution Prevention Plan Sheets C102 -C103 for locations of inlet protection measures and Sheet C805 for construction details and specifications. Runoff control measures: See Stormwater Pollution Prevention Plan Sheets C102 -C103 for locations of runoff control measures and Sheet C805 for construction details and specifications. stormwater outlet protection specifications: See Stormwater Pollution Prevention Plan Sheets C102 -C103 for locations of stormwater outlet control measures and Sheet C805 for construction details and specifications. Grade stabilization structure locations and specifications: See Stormwater Pollution Prevention Plan Sheets C102 -C103 for locations of grade stabilization control measures and Sheet C805 for construction details and specifications. 0 Location, dimensions, specifications and construction details of each stormwater quality measure: See Stormwater Pollution Prevention Plan Sheets C102 -C103 for locations of various stormwater quality measures and Sheet C805 for construction details and specifications. Temporary surface stabilization methods appropriate for each season: See Stormwater Pollution Prevention Plan Sheets C102 -C103 for locations of temporary surface stabilization measures and Sheet C805 for construction details and specifications. 2 Permanent surface stabilization specifications: See Stormwater Pollution Prevention Plan Sheets C102 -C103 for locations of permanent surface stabilization measures and Sheet C805 for construction details and specifications. 3 Material handling and spill prevention plan: Pu ose: 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. i h r 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: All storm drainage leaves the development site by swales and closed storm systems which eventually discharges into Elliot Creek which flows southeasterly. 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 kmitcd to acorn nq vg,an fs, chernicais, 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. 814 B15 C1 C2 C3 C4 C5 Alert Procedures for Spills: 1. Any personnel observing a spill will immediately instigate the following procedure: a.) Dialing "0" from any telephone. b.) Notify the appropriate emergency personnel. 2. The Emergency Coordinator will then take the following actions: a.) Barricade the area allowing no vehicles to enter or leave the spill zone. b.) Notify the Indiana Department of Environmental Management, Office of Emergency Response by calling the appropriate telephone number: Office 317- 233 -7745 Toll Free 800- 233 -7745 Also the National Response Center at 800 - 424 -8802 and provide the following information: - Time of observation of the spill - Location of the spill - Identity of material spilled - Probable source of the spill - Probable time of the spill - Volume of the spill and duration - Present and anticipated movement of the spill - Weather conditions - Personnel at the scene - Action initiated by personnel C.) Notify the City of Carmel Fire Department Phone: 9 -1 -1 d.) Notify the City of Carmel Police Department Phone: 9 -1 -1 e.) Notify waste recovery contractor, maintenance personnel or other contractual personnel as necessary for cleanup. f.) Coordinate and monitor cleanup until the situation has been stabilized and all spills have been eliminated. g.) Cooperate with the IDEM -OER on procedures and reports involved with the event. Cleanup Parameters: 1. The Developer / Homeowners Association shall be continually kept informed, maintain lists of qualified contractors and available Vac - trucks, tank pumpers and other equipment readily accessible for clean -up operations. In addition, a continually updated list of available absorbent materials and clean -up supplies should be kept on site. 2. All maintenance personnel will be made aware of techniques for prevention of spills. They will be informed of the requirements and procedures outlined in this plan. They will be kept abreast of current developments or new information on the prevention of spills and / or necessary alterations to this plan. 3. When spills occur which could endanger human life and this becomes primary concern, the discharge of the life saving protection function will be carried out by the local police and fire departments. 4. Absorbent materials, which are used in cleaning up spilled materials, will be disposed of in a manner subject to the approval of the Indiana Department of Environmental Management. 5. Flushing of spilled material with water will not be permitted unless so authorized by the Indiana Deportment of Environmental Management. Monitoring and maintenance guidelines for pollution prevention measures: Straw Bale Dam Maintenance Requirements 1. Inspect straw bale dams after each storm event and promptly remove any sediment deposits to insure adequate storage volume for the next rain, taking care not to undermine the entrenched bales. 2. Inspect periodically for deterioration or damage from construction activities and repair immediately. 3. After the contributing drainage area has been stabilized, remove all straw bales and sediment deposits, bring the disturbed area to grade and stabilize it. Silt Fence Maintenance Requirements 1. Inspect the silt fence periodically and after each storm event. 2. If fence fabric tears, starts to decompose or in any way becomes ineffective, replace the affected portion immediately. 3. Remove deposited sediment when it reaches half the height of the fence at it's lowest point or is causing the fabric to bulge. 4. Take care to avoid undermining the fence during cleanout. 5. After the contributing drainage area has been stabilized, remove the fence and sediment deposits, bring the disturbed area to grade and stabilize it. Temporary Sediment TraQ 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. 5andbag 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 (Sur ou Applied) Maintenance Requirements 1. During vegetative establishment, inspect after each storm event for any erosion below the blanket. 2. If any areo(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. Erosion & sediment control specifications for individual building lots: See Sheet C805 for Construction details and specifications for erosion & sediment control on individual building lots. Description of pollutants and their sources associated with the proposed land use: Silt and sediment from exposed soils, leaves, mulch, vehicular sources such as leaking fuel or oil, brake fluid, brake dust, grease, antifreeze, metals, rubber fragments, road grit, salts and sands, construction trash and debris, fertilizers, household items including but not limited to cleaning agents, chemicals, paint, miscellaneous home improvement materials, toys, clothing and animal waste, elevated storm runoff temperatures, acid rain pesticides and pathogens. Sequence describing stormwater quality measure implementation: 1. Post construction water quality BMP's are to be installed during normal construction activies of this project defined within construction documents. A. Inspect and maintain all erosion control measures as detailed in the Stormwater Pollution Prevention Measures Maintenance Requirements beginning immediately after installation and continuing until vegetation has been sufficiently established and all construction activity is complete. B. Remove oil individual inlet protection and straw bale dams, silt fences, etc. only after seeding and sufficient vegetative growth has been established in each area to a point where sediment /pollutants will not enter the lakes or storm sewer system. C. 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. D. 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. Description of proposed post construction stormwater quality measures: Site and facility design for stormwater quality protection on this site employs a multi -level strategy consisting of: 1. Reducing or eliminating post - project runoff. 2. Controlling sources of pollutants. 3. And if needed, treating contaminated stormwater runoff before discharging it into the storm sewer system or receiving waters. Stormwater quality measures for reducing, eliminating or controlling pollutants (source controls) include: a. Dention /Retention - Detain stormwater runoff an extended period of time to allow pollutants that are suspended to settle out. b. Reducing Runoff or Direct runoff from impervious areas - Reduction in volume of runoff potentially carrying suspended solids and pollutants. c. Vegetated strips and /or swales - Biological and chemical processes in soils and vegetation to filter out pollutants. d. Permanent erosion control seeding and plantings including landscaping and vegitative topsoil located in common areas - Biological and chemical processes in soils and vegetation to filter out pollutants. e. Outlet protection & velocity dissipation devices such as rip rap- Prevent surface erosion resulting in decreased suspended solids and preserving established downstream vegetative cover. f. Mulching - Prevent surface erosion resulting in decreased suspended solids. It is the intent of this plan that the implementation of the above described storm water quality measures be executed in accordance with the enclosed plans and details in order to meet the requirements of Rule 5 storm water quality. Location, dimensions, specifications and construction details of stormwater quality measures: See Stormwater Pollution Prevention Plan Sheets C102 -C103 for locations of permanent stormwater quality measures and Sheet C805 construction details and specifications. Description of maintenance guidelines for proposed water quality measures: See attached BMP Operations and Maintenance Manual. ADDITIONAL STORMWATER POLLUTION PREVENTION MEASURES VEHICLE & EQUIPMENT MAINTENANCE Description and Purpose Prevent or reduce the contamination of stormwater resulting from vehicle and equipment maintenance by running a "dry and clean site ". The best option would be to perform maintenance activities at an offsite facility. If this option is not available then work should be 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 ore 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 materialls 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 pods should be used during vehicle and equipment fueling, unless the fueling is performed over on 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- graide areas. Protect fueling areas with berms and dikes to prevent runon, runoff, and to contain spills. Nozzles used in vehicle and equiipment fueling should be equipped with an automatic shutoff to control drips. Fueling operations should not be left unattended. Federal, state, and local requirements should be observed for any stationary above ground storage tanks. Inspection and Maintenance Vehicles and equipment should be inspected each day of use for leaks. Leaks should be repaired immediately or problem vehicles or equipment should be removed from the project site. Keep ample supplies of spill cleanup materials onsite. Immediately clean up spills and properly dispose of contaminated soil and cleanup materials. SOLID WASTE MANAGEMENT Description and Purpose Solid waste management procedures and practices are designed to prevent or reduce the discharge of pollutants to stormwioter from solid or construction waste by providing designated waste collection areas and containers, arranging for regular disposal, and training employees and subcontractors. Suitable Applications This BMP is suitable for construction sites where the following wastes are generated or stored. Solid waste generated from trees and shrubs removed during land clearing, demolition of existing structures (rubble), and building construction Packaging materials including wood, paper, and plastic Scrap or surplus building materials including scrap metals, rubber, plastic, glass pieces and masonry products Domestic wastes including food containers such as beverage cans, coffee cups, paper bags, plastic wrappers, and cigarettes Construction wastes including brick, mortar, timber, steel and metal scraps, pipe and electrical cuttings, nonhazardous equipment parts, styrofoom and other materials send transport and package construction materials Implementation The following steps will help keep a clean site and reduce stormwater pollution: Select designated waste collection areas onsite. Inform trash- hauling contractors that you will accept only watertight dumpsters for onsite use. Inspect dumpsters for leaks and repair any dumpster that is not watertight. Provide an adequate number of containers with lids or covers that can be placed over the container to keep rain out or to prevent loss of wastes when it is windy. Plan for additional containers and more frequent pickup during the demolition phase of construction. Collect site trash daily, especially during rainy and windy conditions. Remove this solid waste promptly since erosion and sediment control devices tend to collect litter. Make sure that toxic liquid wastes (used oils, solvents. and paints) and chemicals (acids, pesticides, additives, curing compounds) are not disposed of in dumpsters designated for construction debris. Do not hose out dumpsters on the construction site. Leave dumpster cleaning to the trash hauling contractor. Arrange for regular waste collection before containers overflow. Clean up immediately if a container does spill. Make sure that construction waste is collected, removed, and disposed of only at authorized disposal areas. Collection. Storage. and Disposal Littering on the project site should be prohibited. To prevent clogging of the storm drainage system, litter and debris removal from drainage grates, trash racks, and ditch lines should be a priority. Trash receptacles should be provided in the contractor's yard, field trailer areas, and at locations where workers congregate for lunch and break periods. Litter from work areas within the construction limits of the project site should be collected and laced in watertight dumpsters at least weekly, regardless of whether the litter was generated by he contractor, the public, or others. Collected litter and debris should not be placed in or next to drain inlets, stormwater drainage systems, or watercourses. Dumpsters of sufficient size and number should be provided to contain the solid waste generated by the project. Full dumpsters should be removed from the project site and the contents should be disposed of by the trash hauling contractor. Construction debris and waste should be removed from the site biweekly or more frequently as needed. Construction material visible to the public should be stored or stacked in on 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 ore in place prior to the commencement of associated activities. While activities associated with the BMP are under way, inspect weekly to verify continued BMP implementation. Inspect BMPs subject to non - stormwater discharge daily while non - stormwater discharges occur Inspect construction waste area regularly. Arrange for regular waste collection. The following steps will help reduce stormwater pollution from concrete wastes: Discuss the concrete management techniques described in this BMP (such as handling of concrete waste and washout) with the ready -mix concrete supplier before any deliveries are made. Incorporate requirements for concrete waste management into material supplier and subcontractor agreements. Store dry and wet materials under cover, away from drainage areas. Avoid mixing excess amounts of fresh concrete. Perform washout of concrete trucks offsite or in designated areas only. Do not wash out concrete trucks into storm drains, open ditches, streets, or streams. Do not allow excess concrete to be dumped onsite, except in designated areas. For onsite washout: - Locate washout area at least 50 feet from storm drains, open ditches, or water bodies. - Do not allow runoff from this area by constructing a temporary pit or bermed area large enough for liquid and solid waste. Wash out wastes into the temporary pit where the concrete can set, be broken up, and then disposed properly. - Avoid creating runoff by draining water to a bermed or level area when washing concrete to remove fine particles and expose the aggregate. Do not wash sweepings from exposed aggregate concrete into the street or storm drain. Collect and return sweepings to aggregate base stockpile or dispose in the trash. DFWATFRING AND PUMPING OPERATIONS Description and Purpose Dewatering operations are practices that manage the discharge e of pollutants when non-stormwater and accumulated precipitation must be removed from a work location so that construction work may be accomplished. Suitable Applications These practices are implemented for discharges of nonstormwater from construction sites. Non - stormwaters include, but are not limited to, groundwater, water from cofferdams, water diversions, and waters used during construction activities that must be removed from a work area. Practices identified in this section are also appropriate for implementation when managing the removal of accumulated precipitation(stormwater) from depressed areas at a construction site. Limitations Site conditions will dictate design and use of dewatering operations. The controls discussed in this best management practice (BMP) address sediment only. The controls detailed in this BMP only allow for minimal settling time for sediment particles. Use only when site conditions restrict the use of the other control methods. Dewatering operations will require, and must comply with, applicable local permits. Implementation Dewatering discharges must not cause erosion at the discharge point. A variety of methods can be used to treat water during dewatering operations. Several devices are presented below and provide options to achieve sediment removal. The size of particles present in the sediment and Permit or receiving water limitations on sediment are key considerations for selecting sediment treatment option(s); in some cases, the use of multiple devices may be appropriate. Sediment Basin 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. Implementation: 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. Gravity Bag F� iiter Descrip tic n,- A gravity bag filter, also referred to as a dewatering square or rector bag, is a rectangular bag made - g 9 g of non woven geotextile fabric that collects sand, silt, and fines. Appropriote Applications: Effective for the removal of sediments (gravel, sand, and silt). Some metals are removed with the sediment. lmplemen to tion; Water is pumped into one side of the bag and seeps through the bag. bottom and sides of the b g A secondary barrier, such as a rock filter bed or straw /ha bale barrier, is laced beneath and beyond y ' P y d the edges of the bag to capture sediments that escape the bag. ✓lain ten Once: Main tenonce: Maintenance is required for safety fencing, vegetation, embankment, inlet Inspection of the flow conditions, bag condition, bag capacity, ca acit and the � nd outfall structures, as well as other features. secondary barrier is required. Removal of sediment is required when the storage volume is educed b Replace the bag when it no longer filters sediment or asses water at a y reasonable rate.The bag P one -half. g Is disposed of offsite. Sediment Trap Descrip 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 Applicofions: Effective for the removal of large and medium sized particles (sand and gravel) and some metals that settle out with the sediment. lmplemen totion: 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. Main ton anCo. 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 y EVALUAl10N FOR CONSTRUCTION PROJECTS A trained individual shall perform a written evaluation of the project site. a. By the end of the next business day following each rainfall that exceeds 0.5" b. A minimum of one (1) time per week Project Name: Name of Trained Individual: Date of i Ins ec p ton. • Is this Evaluation following a rainfall Yes No If es, date the rain stopped: Inches No. PROBLEM or CONCERN 1. Is the site information posted at the entrance? YES NO N A 2. Are all necessary permits attained and special provisions beinq implemented? 3. Is a construction entrance installed? Is it effective? Is it enough 4. Public and 61,111 streets are clean? 5. Are appropriate practices installed where stormwater leaves the site? 6. Silt fence is entrenched into the round? 7. Silt fence is u ri ht? Fabric and stakes meet specifications? Fabric is not to torn? Terminated to higher round? Property joined at ends? 8. Sediment basins and traps are installed according to the plan? The pipe or rock spillway a is functional. 9. The earthwork for erosion and sediment control practices is properly graded, seed or mulched? 10. Diversions swales and/or waterbars are installed to plan and protected? 11. Perimeter _practices have ode uate ca acit and do not need to be cleaned out? 12. Inlet protection is installed on all functional inlets? not filter fabric under qrate) - 13. Inlet protection is installed so water does not flow under it? 14. The frame, cross-bracing and/or stakes are adequate and meetspecifications? - . 15. The fabric, straw, mulch and/or stone is intact without holes or tears? 16. Catch basin insert protecton is installed where required? 17. Sediment has been removed from the practice? 18. Swales and ditches have been stabilized or rotected? 19. Stormwater outlets are adequately stabilized? 20. Temporary stabilization of distributed ground has been addressed? 21. Disturbed areas that will lie dormant for 15 days are planned to be rotected? 22. All protected dormant areas meet a minimum 70% coverage 23. Growin ve etation has sufficient water and/or nutrients to row? 24. Permanent stabilization of disturbed qround is proqressing through the project? 25. Final goding and stabilization is proqressinq on completed areas? 26. The soil has been properly prepared for seeding? 27. Hard or soft armoring is installed where natural vegetation will erode? 28. Water um in operations have a rotected outlet and discharge water is clear? 29. A desi rated washout is established for concrete trucks? 30. No sediment leaving washout area? 31. A dumpster is onsite for trash disposal? 32. Fuel tanks and other toxic materials are safely stored and protected? 33. Smaller construction sites not required to file a se orate NOI are com I •n with the overall plan? an . ALL PROBLEMS OR CONCERNS NEED 30 BE A'D'DRESSEi3 %Ti A COR'R'EC -DVE ACCiiON 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: 0i 0 Cn `````��� 1111 l t I I I l l t I I I I ��i //i ��,\V\ w`��� . T sel � ��� �Q' LISTER � �� Fo.- �" -_� ..- --- No. : *. � = : : = . � � -.,a:. X0000075 :�_ � STATE OF -/& IAVA�' .---- `1% ii�4 ��,S .......... w`Q `��N ,\\N V////;, ZO , N A L 1111111111111111110 xv§ wm� " 0 / 16V064 1 /I � tw*** 3 . - 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) . I - I � Aft . THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 301 Carmel, IN 46032 Telephone: 317.569-8112 Fax: 317.826.6410 www. schn eidercorp. com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering 0 H z W a � o Q R� 1� z W w Q :�5 a �; Z P4 G4 DATE: 1/31/06 PROJECT NO.: 1238.V002 DRAWN BY: CZ pq cmw) 1 PREVENTION DETAILS DRAWING FILES: N: \ 1238 \V002 \DWGS \V02- B \C804- 805.DWG C\2 (D (C a CtD a.) 0 6 ;t.: CD � Q �_� °z 04 0 ,� w CD = �_� E .... i U }u�//� `-t4J T l CZ I w r___1 '* r--q >10- C/D 0 H z W a � o Q R� 1� z W w Q :�5 a �; Z P4 G4 DATE: 1/31/06 PROJECT NO.: 1238.V002 DRAWN BY: CHECKED BY: JLF SHEET TITLE: STORMWATER POLLUTION PREVENTION DETAILS DRAWING FILES: N: \ 1238 \V002 \DWGS \V02- B \C804- 805.DWG SHEET NO.: (D (C a 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. Note: Soil Descriptions and Characteristics shown were taken from the Soil Survey of Hamilton County, Indiana USDA Soil Conservation Service. 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. WEIR ELEV. \ T.B. ELEV. 0 CrA a-.A- CIT, W 1 h Sf t � �1 ...r..� �y .,...` •�., � 9.S•ti _r•- •.'..� •'�'+..,, t � ... � .t�� c'�h�r v^_.'��� t•...ti...'. "osry .3i 8 Ir N�.. f ,.�...., � -ten ""ti, •:: _„ � � -' �'�j ��. ��. QA . . -, -e - ZF Mm- Cx �51 ,! f �`,'� • ii"" . �\j cl in 9 r..'..''•,n.., r ( �... 'O.t a ,,•..mss Be) SJ {�„ fir l 44_„•,, nJ,� ��''1 f. g�. � i ism.. � tr" f i 4 f � � � i � '�"�- .- R.•�_- iii'.. ^, �;y.. �,•• ip�" ,"' , 1 - CrA i , r A , 01 A j °5) �� , j� �i � .'w�a, t � 3 f ' g �� � f f •'''• � •�i3'�'� '.-"�,_ 1-- .x -,.`. 13/Aq;N •�- ',,..F vtl'd� . "S '�•'- �,r..' f �j �'-'�, 4_ N. k Cr 06 r'-- -- ,,.... ". +q .ra,:� � a �„� � '' �. f'� �`�,...�. 1 u � � • ;.. �''•..^�.. '"1-Y � i .,fie.. NOT TO SCALE 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 SIGN TO INDICATE THE LOCATION OF THE test. Application of 150 lbs. of ammonium nitrate on areas low in organic CONCRETE WASHOUT AREA matter and fertility will greatly enhance vegetative growth. Wheat or Rye I Work the fertilizer and lime into the soil to a depth of 2 -3 inches Oats - - BERM AROUND PERIMETER „ with a harrow, disk or rake operated across the slope as much as possible. 12" 12 MIN Annual R y g e rass Seeding Select a seed mixture based on projected use of the area (Figure 5 -2 GROUND SURFACE P J ( g ), 0007 while considering best seeding dates. See Figure 5 -3 this sheet. If toler- 2' -0 MIN ances are a problem, such as salt tolerance of seedings adjacent to streets COMPACTED EMBANKMENT - W- -- _ and highways, see Figure 5 -4 this sheet before final selection. MATERIAL TYP. 3:1 OR FLATTER SEDIMENT TRAP TRAP "A" WEIR ELEV= 888.0 T.B. ELEV= 890.5 TRAP "B» WEIR ELEV= 890.5 5' (MIN.) T.B. ELEV= 892.0 FLOOD POOL 6- (MIN.) 2:1 -GRAVEL 2 :1 SET STAKE AT FACE CLEAN -OUT LEVEL �n APRON / 5' (MIN.) \-FILTER FABRIC EARTH EMBANKMENT AND STONE OUTLET SECTION CROSS - SECTIONAL VIEW OF THE STONE OUTLET SECTION TEMPORARY SEDIMENT TRAP_ SILT FENCE x x x T,.ocnll_ STOCKP��E " x 10' t TYPICAL TYPICAL TOPSOIL STOCKPILE DANDY BAG Installation and Maintenance Guidelines Installation: The empty Dandy Bag® should be placed over the grate as the grate stands on end. If using optional oil absorbents; place absorbent pillow in pouch, on the bottom (below -grade side) of the unit. Attach absorbent pillow to tether loop. Tuck the enclosure flap inside to completely enclose the grate. Holding the lifting devices (do not rely on lifting devices to support the entire weight of the grate), place the grate into its frame. Maintenance: Remove all accumulated sediment and debris from surface and vicinity of unit after each storm event. Remove sediment that has accumulated within the containment area of the Dandy Bag @ as needed. If using optional oil absorbents; remove and replace absorbent pillow when near saturation. DANDY BAG FLAP FOLDS OVER TO ENCLOSE GRATE VELCRO CLOSURE GRATE 0000 LIFTING STRAPS oVEEMEENTY o 0 --------- 0 0 OF UNIT 0 ® ®O WITH GRATE STANDARD FABRIC IS AN ORANGE WOVEN MONOFIL NT GRATE DANDY BAGP Zf PIPE Q w END CULVERT SECTION S�OAE CARIES PIPE Q w CULVERT Q SILT FENCE SIDE SLOPES 15'x15' MIN OR Figure 5 -2: Permanent Seed Mixtures AS REQUIRED TO CONTAIN Non -Irrigated* ated* WASTE CONCRETE g Species Seeding Rate Suitable pH Site Suitability* Irrigated NOTES: lbs/acre lbs/1000 well ro h 1. CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE. s q ft. Droughty Drained Wet Dormant Seeding ** 2. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE AT THE WASHOUT AREA AND Level and Sloping Open Areas Temporary Seeding and Stablization Dates Permanent Seeding Date HOLEY MOLEY SAYS "DON'T DIG BLIND° ITS THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1 -800- 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IC- 8- 1 -26 -1 ET SEQ. AS AMENDED AND SUPPLEMENTED, IT IS AGAINST THE LAW TO EXCAVATE ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA TO ' Irrigation needed during this period. To control WITHOUT NOTIFYING THE UNDERGROUND OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS. 1. Tall Fescue 35 .8 5.5 -8.3 2 1 2 erosion at times other than in the shaded areas, LOCATION SERVICE TWO (2) WORKING use mulch. DAYS BEFORE COMMENCING WORK. 3. THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS 2. Tall Fescue 25 .6 5.5 -8.3 1 * Late summer seeding dates may be extended 5 days NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE. Red Clover ** 5 .12 if mulch is applied. 4. AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED 3. Kentucky Bluegrass 15 .4 5.5 -7.5 2 1 ** Increase seeding application by 50 %. OF AT AN APPROVED WASTE SITE. Creeping Red Fescue 15 .4 NOTE: MULCHING REQUIRED WHEN ACTUAL CONDTIONS HAMPER THE ESTABLISHMENT OF VEGATATIVE GROUND COVER. :- 5. WHEN THE CONCRETE WASHOUT ARE IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND Steep Banks and Cuts � •0• MULCHED OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE INSPECTOR. • 4. . Tall Fescue 15 .4 5.8 -7.5 2 1 2 FIGURE 5- 3 e. e• °•o• °• .O•e•O.ee O.e•O.e•O.e Kentucky Bluegrass 25 .6 Temporary Seedings PUBLIC ROAD o.o• °.o• °.o•° 0.o• °.e• °.e- 50 (MIN) CONCRETE WASHOUT DETAIL _ •e•O.e. °.e.O•e•O•e .e- p.e- O.e•O.e•O.e•O•e 35 .8 5.5 8.3 2 1 e- °.e- O•eeo•e. °.. . Tall Fescue o °•e o•e o•O•e O•e O.e•O•e- O.e•O•e•O•e Kind of Seed 1000 Sq. Ft. Acre Remarks ' O•e•°•e•O•e•o•e- O•e- °•e• °•e• °•e Emerald Crownvetch ** 10 .25 °•o•O•o•o•e•°•o•o•e•O•e•o•e• -o•e O•o•O•o•O•o•O•o•O•o•O. a -p. •p.e- p.e•O.o = e•O•e•O• •O.e•O•e•O.e -O•e• .e- O.e•O.e•O•o Lawns and High Maintenance Areas •° -'••••••••• •• • •e' °• • °•.• °•e•O•e•O•e Wheat or Rye 3.5 lbs. 2 bu. Cover seed 1" to • • •.•••,:• e• °•o• •o•o•e•o•e- o•e - °. . 0 ... .•.. o• o•0 o0 o•o o•o o•o • •. .•.• • •e•O•e•O•e•O•e•O•e -O•e 1 1/2" deep ••" ••:• •o•eeO.eeO.e•o.e- O.e• °. •• •'i.• - O.O- o•o•O•o•O'o•o•o•O•o 6. Kentucky Bluegrass 40 .9 5.8 -7.5 2 1 - - - - • •••• p.e p.e °.o O.0•°•o•O•o Creeping Red Fescue 40 .9 Spring Oats 2.3 lbs. 3 bu. Cover seed 1" deep °' °••' °ip'O•e• • 6" (MIN) •:• •oo.e•o.o °- Perennial Ryegrass 170 4.0 5.0 -7.5 1 12' (MIN) 2 " -3" COARSE 7. •� • • '=•:: (Turf Type) Annual ryegrass 1 Ib. 40 Ibs. Cover seed 1/4 "deep* AGGREGATE SEEDING =1 �' !' 8. Tall Fescue 170 4.0 5.5 -8.3 2 1 2 GEOTEXTILE FABRIC TO STABIUZE * Not necessary where mulch is applied. FOUNDATION (ESPECIALLY MD ECIALLY IMPORTANT ) 6 MIN. TURN DOWN * 1 - Preferred 2 - Will Tolerate ** Inoculate with specific Inoculant. / I�I►' 11 I(1 EROSION CONTROL BLANKET Il ( NORTH AMERICAN GREEN �III , S -75 OR EQUAL) II 6' HIGH, 12" WIDE GEOTECTILE FABRIC EXISTING GRADE FILLED WITH No -2 STONE (FABRIC -NUTEC V 3NW SILT FENCE FABRIC OR APPROVED EQUAL) �l 2 stakes (typ) III ONE FOOT OVERLAP per bale Ill EROSION CONTROL ONTO THE CURB MATTING DETAIL -SILT FENCE FLOW OF SWALE CURB INLET CROSSBARS BEEHIVE INLET OR DRAINAGE COVER RUN CURB INLET SEDIMENT RAIRRIFIR ~� NO SCALE 24" NOTE: START BLANKET AT TOP OF THE SWALE OF THE AND IN THE WATER ROLL IN THDEI SWALOE. REFER TO W W LATHS MANUFACTURER'S RECOMMENDATIONS FOR CHANNEL PLACEMENT AND STAPLE PATTERNS. SILT FENCE MATERIAL ' / SILT FENCE EXTENDS 6" BELOW FINISHED GRADE VARIES GRADE GRADE NOTE: W (NEW OR EXISTING) EW OR EXISTING 1. SEE SILT FENCE DETAIL 3.25 3.25' /r( ) FOR MATERIAL SPECIFICATIONS. M 3:� s�opE - 2. SILT FENCE SHALL BE I ��j AX J. sLo I III PREASSEMBLED BY SUPPLIER. � I pE � I �I �I S -75 EROSION CONTROL INLET PROTECTION SILT FENCE SEEDED AND -t I ( i- BLANKET AS MANU. BY STRAW MULCHED �--I I NORTH AMERICAN GREEN OR APPROVED EQUAL C n [•r 1x'11► 1 �'1 r11► 1 Tf'1 �1 ILA A T•T1 L 1A"% r k r- WT• A as A B C 1 1/2' 3' 1 1/2 3' SILT FENCE :: •:;:; -:•• .x :... :...�:. �.. x :x:.....x. . PLAN MEW C„ ..... �- .... x .... .................... .�h. 10 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 27s Fence Post 250 225 200 SLOPE 175 LENGTH 150 END (FT.) 125 100- SECTION Silt Fence Material Should 25 0 REQUIRED DUE TO DEPTH OF FLOW. ® x x CHANNEL LININGS UTILIZE STAPLE PATTERN 'C' be Buried 6" Below Ground 4.1 3:1 2:1 1:1 CHANNEL WITH ADDITIONAL STAPLES ON SIDE SLOPES AT "/ Surface. SLOPE GRADIENT LINING PROJECTED WATER LINE. Ground Surface Fence Post Should STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN be Buried 1' Below EROSION CONTROL BLANKETS. STAPLE PATTERNS MAY VARY Ground Surface DEPENDING UPON SOIL TYPE AND AVERAGE ANNUAL RAINFALL CROSS SECTION AT SLOPE LENGTHS GREATER THAN 300 FEET OR V1f1iERE DRAINAGE OVER LARGE AREAS IS DIRECTED ONTO THE BLANKETS, STAPLE PATTERN 'C' SHOULD BE UTILIZED. END SECTION, SILT FENCE > 2 THE EDGES OF THE BLANKET SHOULD ON SLOPE APPLICATIONS, THE TOP OF BE BUTTED AGAINST EACH OTHER, THE THE BLANKET SHOULD BE 'SLOTTED IN' PROTECTION DETAIL EDP � TME Sc�225 ��� � �� THE BREAK OF THE SLOPE OR AT OVERLAPPED 2'. A MINIMUM, STAPLED IN PLACE WITH STORMWATER POLLUTION REVELATION SCHEDULE EROSION CONTROL MEASURE MAINTENANCE 1238.V02 INSTALLATION SEQUENCE TEMP. DIVERSION SWALE &SILT TRAPS AS NEEDED 4 TO CLEARING AND GRADING .'.'.'.' .'.'.'.'. �• C' .. ......... 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 REQUIRED DUE TO DEPTH OF FLOW. ® x x CHANNEL LININGS UTILIZE STAPLE PATTERN 'C' be Buried 6" Below Ground 4.1 3:1 2:1 1:1 CHANNEL WITH ADDITIONAL STAPLES ON SIDE SLOPES AT "/ Surface. SLOPE GRADIENT LINING PROJECTED WATER LINE. Ground Surface Fence Post Should STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN be Buried 1' Below EROSION CONTROL BLANKETS. STAPLE PATTERNS MAY VARY Ground Surface DEPENDING UPON SOIL TYPE AND AVERAGE ANNUAL RAINFALL CROSS SECTION AT SLOPE LENGTHS GREATER THAN 300 FEET OR V1f1iERE DRAINAGE OVER LARGE AREAS IS DIRECTED ONTO THE BLANKETS, STAPLE PATTERN 'C' SHOULD BE UTILIZED. END SECTION, SILT FENCE > 2 THE EDGES OF THE BLANKET SHOULD ON SLOPE APPLICATIONS, THE TOP OF BE BUTTED AGAINST EACH OTHER, THE THE BLANKET SHOULD BE 'SLOTTED IN' PROTECTION DETAIL EDP � TME Sc�225 ��� � �� THE BREAK OF THE SLOPE OR AT OVERLAPPED 2'. A MINIMUM, STAPLED IN PLACE WITH STORMWATER POLLUTION REVELATION SCHEDULE EROSION CONTROL MEASURE MAINTENANCE 1238.V02 INSTALLATION SEQUENCE TEMP. DIVERSION SWALE &SILT TRAPS AS NEEDED 4 PRIOR TO CLEARING AND GRADING STONE ENTRANCE AS NEEDED STRETCHED BUT ALLOWED TO LAY_ OF WATER FLOW. T PRIOR TO CLEARING AND GRADING SILT FENCE WEEKLY, AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING EXISTING INLET PROTECTION WEEKLY, AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING TREE PROTECTION WEEKLY, AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING TEMPORARY DIVERSIONS WEEKLY, AFTER STORM EVENTS AND AS NEEDED ALONG WITH ROUGH GRADING TEMPORARY SEEDiNG WATER AS NEEDED AFTER ROUGH GRADING PERMANENT SEEDING WATER AS NEEDED bxl 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/ AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF SILT FENCE N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED STAPLES 6 APART ON THE END OF THE BLANKET. �7 / PROJECT NO.: SILT FENCE 1238.V02 ROLL BLANKETS geotextile of 100% polypropylene meeting the physical properties below. 4 THE BLANKET SHOULD NOT BE OUT IN DIRECTION 24" tall lath stapled to stakes over fabric as reinforcement. ON LONG SLOPES, THE ENDS OF THE STRETCHED BUT ALLOWED TO LAY_ OF WATER FLOW. T No field assembly BLANKETS SHOULD BE OVERLAPPED LOOSELY ON THE SOIL SURFACE TO 4 - 6 IN A OSHINGLE EFFECT". ACHIEVE MAXIMUM BLANKET TO SOIL J py CONTACT. GrabStrength ........................... ............................... Warp 125 lbs. 6 Warp 50 PREPARATION OF THE SEED BED, 50 lbs. BurstStrength .......................... ............................... 200 psi INCLUDING APPLICATION OF LIME, A. 0. S .......................................... ............................... ... FERTILIZER AND SEED SHOULD BE CONDUCTED AS NORMAL PRIOR TO ROLL BLANKETS -' _ OUT IN DIRECTION .•.sf� rip WATM n nW INSTALLATION OF BLANKET. IN HIGH VELOCITY CHANNEL APPLICATIONS, CHECK SLOTS SHOULD BE ESTA13USHED \ EVERY 35 - 40'. THE SLOTS SHOULD BE 6' WIDE BY 6' DEEP WITH THE BLANKET STAPLED IN THE BOTTOM OF THE SLOT, THEN BACKFILLFD AND SEEDED. EROSION BLANKET INSTALLATION FOR REAR YARD.SWALE SCALE: NONE bindings to be placed parallel to ground Plan (n. t. s.) w straw bale - stake (typ) straw bale -3 "- 6 "u n dertoe Profile (n. t. s. ) SEDIMENT FILTER DETAIL ENTRANCE DETAIL PROJECT NO.: SILT FENCE 1238.V02 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. DRAWING FILES: N:\ 1238 \V002 \DWGS \V02- B \C804- 805.DWG All silt fence shall be prefabricated by the supplier. No field assembly will be accepted. � FabricWeight ............................ ............................... 4 oz /syd GrabStrength ........................... ............................... Warp 125 lbs. Elongation................................. ............................... Warp 50 Trapezoidal Tear Strength ........ ............................... 50 lbs. BurstStrength .......................... ............................... 200 psi UVResistance ........................... ............................... > 70 o A. 0. S .......................................... ............................... 50-80 Slurry Flow Rate ....................... ............................... 225 gpm /sq. ft Sediment Retention .................. ............................... 75 Silt Fence Material Stakes @ 5' O.C. Fence Post Ground Surface Fence Post Should Silt Fence Material Should be Buried 1' Below be Buried 6" Below Ground Ground Surface Surface. SILT FENCE DETAIL N TS DROP INLET PROTECTION REAR YARD DRAINAGE SWALE 000 ----------- 000 00 00 00 o0 000 coo 00 PERIMETER PROTECTION: SILT FENCE O O O O O O O o D O O D 0 SUBSOIL TOPSOIL STOCKPILE STOCKPILE 0 0 L D D PS PS � D 0 D AREA TO BE TOPSOILED, SEEDED AND MULCHED BY OWNER AT COMPLETION OF CONSTRUCTION (TYP.). O 0 O PS D D HOUSE GARAGE SIDE YARD DRAINAGE SWALE -'.• "�• o Lj •� z . U .• z I CONCRETE SIDEWALK . • •: • . • . J - I I I I I r I I I I L O EXISTING CURB & GUTTER PERIMETER PROTECTION: SILT FENCE CURB INLET PROTECTION STREET SAMPLE EROSION /SEDIMENT CONTROL PRACTICE PLAN FOR A TYPICAL ONE- OR TWO-FAMILY DWELLING UNDER CONSTRUCT10N- SCALE: NONE INDIVIDUAL LOT EROSION CONTROL PLAN LEGEND -m- PROPERTY LINE/ -0�� DRAINAGE SWALE DROP INLET PROTECTION O SILT FENCE FINISHED DRAINAGE J SOIL SALVAGE AND / UTILIZATION EXISTING DRAINAGE PS PERMANENT SEEDING TREE CONSERVATION CURB INLET PROTECTION ' • GRAVEL ENTRANCE/ . EXIT PAD PROVISIONS FOR EROSION AND SEDIMENT CONTROL ON INDIVIDUAL BUILDING LOTS: 1. The individual lot operator, whether owning the property or acting as the agent of the property owner, shall be responsible for erosion and sediment control requirements associated with activities on individual lots. 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 /alley shall be installed, consisting of Number 2 Stone, 6» thick and a minimum of 12' wide. Top dress as needed. This shall be utilized for access to the house and any mud or dirt tracked into the street /alley shall be promptly removed and placed in a stable area. Water shall not be used to flush silt, mud or debris into the storm sewer system. 4. Installation and maintenance of appropriate perimeter erosion and sediment control measures prior to land disturbance. A silt fence is to be installed along the back of curb at the front property line and along the alley or at the edge of the rear drainage easement. The silt fence shall be maintained until permanent vegetation (grass) is established. 5. Sediment discharge and tracking from each lot must be minimized throughout the land disturbing activities on the lot until permanent stabilization has been achieved. 6. Clean -up of sediment that is either tracked or washed onto roads. Bulk clearing of sediment shall not include flushing the area with water. Cleared sediment must be redistributed or disposed of in a manner that is in compliance with all applicable statutes and rules. 7. Adjacent lots disturbed by an individual lot operator must be repaired and stabilized with temporary or permanent surface stabilization. 8. When time is appropriate , and as soon as possible, roof down spout extenders of a non - perforated drain tile should be extended to the street or other solid outlet until a lawn is established. 9. For individual residential lots, final stabilization meeting the criteria of Rule 5 will be achieved when the individual lot operator: a. Completes final stabilization; or b. Has installed appropriate erosion and sediment control measures for an individual lot prior to occupation of the home by the homeowner and has informed the homeowner of the requirement for, and benefits of, final stabilization. z CD LLJ , , � � , 1 /1/111111 I I ► ! 1 I I , , , , , , 7/Z, / .Z �GIS1 '�- C� Fo F No. a r 10000075: � STATE OF 0 //,Fs �� NN 0 NAB \ \\ ,,\ �/I/l11111111111111� I 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) ler 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.V02 DRAWN BY: Z JLF O STORMWATER POLLUTION � DRAWING FILES: N:\ 1238 \V002 \DWGS \V02- B \C804- 805.DWG SHEET NO.: � I C\2 Z w z C:) � z Q) bxl CIO Z P4 r ---- 4 ri * r-MO4 DATE: PROJECT NO.: 1/31/06 1238.V02 DRAWN BY: CHECKED BY: JLF SHEET TITLE: STORMWATER POLLUTION PREVENTION DETAILS DRAWING FILES: N:\ 1238 \V002 \DWGS \V02- B \C804- 805.DWG SHEET NO.: OFFICE OF THE HAMILTON COUNTY SURVEYOR STRUCTURE SIZING TABLE PIPE STRUCTURES STRUCTURES ANGLE AND STEPS CURB CASTING SIZE LESS THAN 48" GREATER THAN QUALITY OF REQUIRED CASTING 03501 TL (INCHES) FROM TIC TO 48" FROM T/C PIPES WILL 11 I •R-3501N & TR (MIN.) INVERT TO INVERT REQUIRE 11 W WALE BY 0.2' P00-1 a 0 1 1I III III III 111 111 (INCHES) SPECIAL DESIGN NA PERFORATED SUBSURFACE DRAIN (SSD) PIPE 12 TO 18 24 X 24 + +* DESIGN NO YES YES SWALE DETAIL {DRAWING NOT TO SCALE) APPROVAL REYISED� 1 FEB 2002 12 TO 21 30 X 30. + ++ DESIGN NO YES YES APPROVAL 18 TO 21 MH /BOX DESIGN YES YES YES APPROVAL 21 TO 27 24 X 36* OR *•• DESIGN NO NO YES 38 X 38 APPROVAL 12 TO 24 36 X 38 * ** DESIGN NO YES YES APPROVAL 24 OR LARGER DESIGN * +• DESIGN NO NO YES APPROVAL APPROVAL 24 OR LARGER MH /BOX DESIGN YES ** YES YES APPROVAL * PIPES NO LARGER THAN 18" CAN BE USED IN THE 2' SIDE OF THIS BOX. * *INCOMING AND OUT GOING PIPES EFFECT STEPS IN THIS STRUCTURE. ** *SPECIAL NOTE: STRUCTURES DEEPER THAN 48" FROM T/C TO INVERT WILL BE A M.H. OR A BOX WITH STEPS UNLESS SPECIAL DESIGN IS APPROVED. SPECIAL NOTE. STRUCTURES WILL BE DESIGNED FOR MAXIMUM FLOW IN PIPES. SPECIAL NOTE: COUNTY MAY REQUIRE STEPS TO BE INSTALLED AFTER, STRUCTURE IS SET, TO IMPROVE ACCESS. HAMILTON COUNTY SURVEYOR'S OFFICE REVISED: 1 FEB 2002 STANDARD PLAN APPROVED: a' D-18 KENTON C. D• HAMILTON OUNTY SURVEYOR D E Q� n Q0 0 Q0 O - O c\ CC O 00 U M N O / / N O O 00 N i DEB..RIS GUARD. I r i i 4 i i i r i f 1 I , f { j f i } I I 1 OFFICE OF THE HAMILTON COUNTY SURVEYOR EXISTING GRADE -1 1 ��• 1 1 1 - -� -1 - �- T-1�,•- � 1 r--�r 1- _ � I I 1 UNDERCUT SWALE BY 0.2 - TO ALLOW FOR FUTURE SILTtNG'I I j UNDERDRAiNS REQUIRED IN S SWALES WITH LESS THAN 1% SLOPE EXISTING GRADE 11 I TT 3 (MIN.) (MIN.) r r••: -- ____ , -r'1 I III III Ill l l l I I I I I I I I I I•! � , �. ------ PROPOSED PROPOSED GRADE 1 1 1 1 11 W WALE BY 0.2' P00-1 a 0 1 1I III III III 111 111 1 I o �o N NA PERFORATED SUBSURFACE DRAIN (SSD) PIPE �� W WITH MINIMUM O.b% GRADIENT. SEE DEVELOPMENT PLAN FOR SIZES t6" MINIMUM) AND INVERT ELEVATIONS. 3' TYPICAL S SWALE DETAIL {DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REYISED� 1 FEB 2002 ' ' D STANDARD PLAN APPROVED ' OFFICE OF THE HAMILTON COUNTY SURVEYOR EXISTING GRADE -1 1 ��• 1 1 1 - -� -1 - �- T-1�,•- � 1 r--�r 1- _ � I I 1 UNDERCUT SWALE BY 0.2 - TO ALLOW FOR FUTURE SILTtNG'I I j UNDERDRAiNS REQUIRED IN S SWALES WITH LESS THAN 1% SLOPE EXISTING GRADE 11 I TT 3 (MIN.) (MIN.) r r••: -- ____ , -r'1 I III III Ill l l l I I I I I I I I I I•! � , �. ------ PROPOSED PROPOSED GRADE 1 1 1 1 11 W WALE BY 0.2' P00-1 a 0 1 1I III III III 111 111 1 I o �o N NA PERFORATED SUBSURFACE DRAIN (SSD) PIPE �� W WITH MINIMUM O.b% GRADIENT. SEE DEVELOPMENT PLAN FOR SIZES t6" MINIMUM) AND INVERT ELEVATIONS. 3' TYPICAL S SWALE DETAIL {DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REYISED� 1 FEB 2002 ' ' D STANDARD PLAN APPROVED ' MASTIC OR DIAMETER BUTYL RUSHER STANDARD PRECAST MANHOLE CAP OR CONE SEAL BETWEEN JOINTS 5" MINIMUM F ,5" MINIMUM SEAL BETWEEN RUBBER ml NON-ASPHALTIC MASTIC OR BUTYL �. JOINTS MANHOLE PIPE PIPE TURNS DIA. "F" DIA. "G" 96" 48" GREATER THAN 45 TO 90 DEG 98" 54" -68" UP TO t30 DEG 84" 42" GREATER THAN 45 TO 90 DEG 84" 48" TURNS UP TO 45 DEC 72" 42"-48" UP TO 45 DEG 80" 33 "-36" STRAIGHT THRU 60" 24 " -33" GREATER THAN 45 TO 90 DEC ' ' ' ' ' ' ' " ' ' ' FULL HEIGHT MANHOLE , ',', • - STEPS AS SPECIFIED ' Y "" " -""' CONCRETE REDUCER CAP , , � NOTE - MANHOLE CONFORMS TO ASTbi C -478 -NO BRICK OR BLOCK WILL BE ALLOWED IN MANHOLE � •O-RING CASKET. NON - DIA. "F" ASPHALTIC MASTIC OR BUTYL RUBBER SEAL 1' MIN. OVER BETWEEN JOINTS � HIGHEST PIPE PREFORMED HOLE TO MAXIMUM - - - OF PIPE O.D. •8" WITH � NON-SHRINK CEMENT GROUT BENCH WALLS AT MINIMUM •.• . ,• •qti , • :: �/2" PER FOOT SLOPE. BENCH • . �•, ,• .,•, , •.. f• �.•, t•: �,•: .: � WALLS TO BE CONSTRUCTED '• • ' • '• • ' • •• .. • • . , • TO SPRING LINE OF PIPE. .. .. . . ............. 3" MIN. •• '• '• $" MIN. 3" MIN. ONE COMPLETE UNIT OF PRECAST CONCRETE (DRAWING NOT TO SCALE) MANHOLE BASE AND RISER OR APPROVED ALTERNATIVE HAMILTON COUNTY SURVEYOR'S OFFICE REVISED: 1 FEB 2002 STANDARD PLAN APPROVED �' r D-21 KENTON C. WW. HAMILTON CO NTY SURVEYOR DATE OFFICE OF THE HAMILTON' COUNTY SURVEYOR SIDE PROFILE r -B�aa wax, N- BAf11t M TOP VIEW BOLL TO •PkOI? V FROM YA � eoae or coMCUre S BOLT PLAtE!! RBQ'D 1 /i'X4 "Xt0" A• tYp. A ron V -bar No. of H-bar Bolt "A" Size Size H -bars Size Dia. Dire. Inches Inches Re 'd Inches Inches Inches 18 1/2 3 5/8 1/2 5 � 24 5/8 4 3/4 1/2 7 0 30 5/B 4 3/4 1/2 7 1/2 c� 36 3/4 4 1 1/2 10 1/2 o� 42 3/4 4 1 3/4 11 a' 48 3/4 4 1 2 i e 3/4 12 a' 54 3/4 4 1'2 ipe 3/4 12 � 80 3/4 5 2 2pipe 3/4 14 &. 72 3/4 5 1 2pipe 3/4 14 'a 84 3/4 6 17,,- 2Pipe 3/4 15 12 1/2 3 5/8 1/2 4 15 1/2 3 5/8 1/2 4 1/2 18 1/2 4 5/8 1l2 4 1I2 cn ZI 1/2 4 S/$ I/2 5 � 24 5/8 4 3/4 1/2 5 27 5/8 4 3/4 1J2 5 1/2 � 30 5/8 .4 3/4 1/2 5 1/2 � 36 3/4 4 1 3/4 8 •� 42. 3/4 4 I 3/4 8 48 3/4 5 1 3/4 8 � 54 3/4 .5 1 z i p e 3/4 8 � 60 3/4 5 1/2 i e 3/4 8 a 68 3/4 8 it 2pipe 3/4 8 72 3/4 6 11/2 p i e 3/4 9 84 3/4 7 1 2 ipe 3/4 10 90 3/4 7 1 2pipe 3/4 14 NOTES 1. BARS &PLATES ARE HOT- ROLLED STEEL. 2. BARS, PLATES, & PIPIE ARE FINISHED WITH 2 COATS OF ALUMINUM PAINT. 3. BOLTS ARE GALVINIZED 4. NO REBAR THROUGIi ,PIPES WILL BE ALLOWED 5. DEBRIS GUARD SHALL BE REMOVABLE . (DRAWING NOT TO SCALE) HAiVIILTON COUNTY SURVEYOR'S 'OFFICE . REVISED= 1 JAN 2000 . STANDARD PLAN APPROVED � KEN C. WA/D, HAMILTON COUNTY SURVEYOR DATE D-12. .� OFFICE HAMILTQN' COUNTY SURV- EYOR'` • I • E L 6' STEEL "T" FENCEPOST ' - (for temporary protection) ' II i SET FLUSH W /FINISH GRADE � i I EAST JORDAN CASTING 1570 OR EQUAL • a -- �I�_......i�j X11 •° a .•.. • CONCRETE w � • � ' BASE ' .D • D U .A ' •. •� • � Z a o00 0 a a w � aO � ° WASHED GRAVEL w z O�DoO °O cx w � oaGR UT co 0 0 O � I OOo � CAP DIRECTION OF FLOIY oO 8" x 6" x 6" TEE -D oQ0 00 0 � �oo�o 3,, °O� °moo �o �O�° MIN. o coo �� �c�-vo 0 0 24„ SUBSURFACE DRAIN (SSD) RISER DETAIL - (DRAWING NOT TO SCALE) HAMILTON .COUNTY :SURVEYOR'S OFFICE - REVISED= 2 JAN 2000. STANDARD PLAN APPROVED _ KENTOI C. WAP.D NAMILTON COUNTY SURVEYOR . DATE SSD � - . OFFICE OF THE HAMILTON . COtJNTY SURVEYOR UNDERWATER 'DISCHARGE NOT ALLOW - HYDRO5EEDED & MULCH OR —SEED & 5150 BLANKET' AS SPECIFIED - 10' SAFETY LEDGE 3' (MIN.) 1 (CROSS HATCHED) END SECTION � R.C.P. STORM SEWER NORMAL POOL - �, �� J / � /A'• 11 TOE PLATE OPTIONS FOR END SECTIONS: NOTCH RIP -RAP INTO -METAL, SHOWN /REQUIRES. TOE PLATE SLOPE AS SHOWN. -PRECAST REQUIRES ANCHOR USE RENO MATTRESS - CONCRETE SLOPEWALL - CONCRETE HEADWALL • t SLOPE NORMAL POOL � 5.1—► SLOPE � Z � • � SODDED AREA (CROSSHATCHED o °OW 5' �o Oo v I SLOPE R.C.P. STORZri SEWER 1 0 d:'& RIP -RAP RENO MATTRESS p � 11 ° ,• t � t TOP VIEW - � • - LAKE .OUTLET- DETAIL • - FOR LAKE CROSS - SECTION*' OPTION 3. (DRAWING NOT TO SCALE) HAMILTON COUNTY 'SURVEYOR'S OFFICE • REVISED= I JAN 2000 . STANDARD PLAN APPROVED �• �' 41A "'Oo n _ KENTON .WARD, HAMI TON COUNTY SURVEYOR - ..DATE X x, IF OFFICE OF THE HAMILTON COUNTY. SURVEYOR. ' LAKE CROSS - SECTIONS OPTION 3 EASEMENT 15' MIN. 2' FREE UARD MIN. NORMAL POOL 100 YEAR EMERGENCY 5 2' SPILLWAY AT 100 YEAR 1 co 3 ' 10' USE OUTLET OPTION 3 (DRAWING NOT TO SCALE) HAMILTON COUNTY' SURV.EYOR'S OFFICE'. - REVISED= 1 JAN -2000 STANDARD PLAN APPROVE.D' �4 D_8 OFFICE OF THE HAMILTON � CO :t1'.NTY . - .St�R.VEYOR� NOTE • Ei' STEEL FENCE ( "T „) POST . EXTENSION TO BE SECURED TO STEEL POST'. . IN 2 LOCATIONS ' CAP TAPE _ 'TEMPORARY EXTENSION ABOVE GROUND - • TO HE REMOVED UPON CONNECTION TO.. . HOUSE. ALL MEASUREMENTS TO BE MEASURED • FROM BACK OF CURB. Z EXTENSION SECURED IF EXTENSION IS NOT UTILIZED, IT IS TO HE � TO .STEEL POST CAPPED BELOW GROUND LEVEL. •. � LATERAL LOCATIONS SHALL BE STAMPED PROPOSED ig,. . GRADE ON CURB. (SEE CURB STAMP DETAIL) - p r p D r V V r - li •8 WASHED GRAVEL•' OR CLASS "A” �� °� WASHED STONE � o • REDUCING T \/ / REQUIRED MINIMUM SLOPE 0.30% -�► MINIMUM 4" SSD .MIN. • 12" MIN. • 16" MAX. MINIMUM 6" SUB SURFACE DRAIN . D -PIPE DIAMETER ..TYPICAL SSD LATERAL. TO INDIVIDUAL LOTS ALONG .STREETS . - (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S . OFFICE • � REVISED 1 JAN 2000 STANDARD PLAN APPROVED: '�.1�•'� ° °' •, _� KENTOr C. WARD, H ILTON COUNTY SURVEYOR ,PATE . SSD ' KENTON C. WARD, AMILTON COUNTY SURVEYOR -DATE i 1 i i 4 i , , OFFICE OF THE HAMILTON COUNTY SURVEYOR ASTINC FRAME AND COVER AS SPECIFIED NON - ASPHALTIC MASTIC OR BUTYL RUBBER � SEAL BETWEEN JOINTS. N � ,;, -•�i• • :,.••: PRECAST CONCRETE ADJUSTER RINGS IF �'''��' NEEDED (12 INCHES OF RINGS MAXIMUM). 24" DIAMETER ••jX•' °, • • - • . - - • •',•, •'`�;� ECCENTRIC GONE OR REDUCER ' ''' . • . ��'• CAP AS REQUIRED 13Y SITE �'��� • •' ''� CONDITIONS. CONE TOP TO �'�=• � � MATCH ADJUSTING RING PROFILE. FULL HEIGHT MANHOLE '�• ::•' STEPS AS SPECIFIED. 5" MINIMUM ?��: ..� �•' MANHOLE CONFORMS '�r - V r•.•� TO ASTDd 478 O-RING GASKET NON• H ASPHALTIC MASTIC OR 48'• DIAMETER PRECAST BUTYL RUBBER SEAL '�'• •�' AT JOINTS. ' � =••� CONCRETE SECTION PREFORMED HOLE TO MAXIMUM OF PIPE O.D. •ti" WITH BENCH WALLS AT MINIMUbI '� '•; NON-SHRINK CEMENT GROUT. %Z" :'ER FOOT SLOPE. BENCH ��� _ '• ' � �•�` WALi:S TO BE CONSTRUCTED TO SPRING LINE OF PIPE. • . • • `•; ' ' :.' NOTE' �'� ' ••' � "' '•• ''' STRUCTURES ARE TO BE ''= •• •' '` :• • '; ••'' ::'' GROUTED FULLY. TROWELED �'' • �'•'•� ••- '-- " ��'••• ' `'` SMOOTH AND BRUSH FINISHED. • ' "••� ' ''•' • REINFORCED BAR PRECAST RASE c :••.':•: ••.::••.:':•::':�:: ••.:�••. %••..• :::• '':�:r�• =• �`4 0 12" ON CENTER OR 8" OR 8" PER SECTION �'•�'`•�''�''�`•�'•�'•�''''' .�•• APPROVED ALTERNATIVE 3" MINIMUM —r-ON MANHOLE RASE SET S" OF #2 STONE STANDARD MANHOLE FOR PIPE SIZES 12" THRU 24" (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 FEB 2002 STANDARD PLAN APPROVED •- - � 2 � KENTON C.. WAR AMILTON COUNT SURVEYOR ATE D-20 AN--CHOR o. web .got L L r OFFICE OF THE HAMILTON COUNTY SURVEYOR FOR CON'CRETE END SECTIONS - SIDE PROFILE TOP VIEW 1` STEEL ALL THREAD 1' LONG I � %2" MIN. DIAMETER .. »�..... - - - - -- - ...... STEEL NUTS & WASHERS 1' END PROFILE I I / \ i t STEEL ALL THREAD BOLT HOOKS 1' LONG • X X •WIDTH OF END SECTION ALLTHREAD SPACING TO HE TWO PER FOOT EX. 12" END SECTION - 2 ALLTHREAD 24" END SECTION 4 ALLTHREAD (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 JAN 2000 STANDARD PLAN APPROVED '�Ja^' °� � _ KENT .WARD, AMILTON COUNTY SURVEYOR DATE 0 "o§ ()t4 T o oo� -A(D.1 NO Low** �-- •�G�STER ' -.' =: 10000075 � -••. STATE OF � qN4. � I l l l l l l l 1111���� 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 neg (ar THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 301 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp . com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering C\.2 Z Q) O I H C:D W � � d CD � a� � o z � z O � Q � Z w W MANHOLE PIPE PIPE TURNS DIA. "F" DIA. "G" 96" 48" GREATER THAN 45 TO 90 DEG 98" 54" -68" UP TO t30 DEG 84" 42" GREATER THAN 45 TO 90 DEG 84" 48" TURNS UP TO 45 DEC 72" 42"-48" UP TO 45 DEG 80" 33 "-36" STRAIGHT THRU 60" 24 " -33" GREATER THAN 45 TO 90 DEC ' ' ' ' ' ' ' " ' ' ' FULL HEIGHT MANHOLE , ',', • - STEPS AS SPECIFIED ' Y "" " -""' CONCRETE REDUCER CAP , , � NOTE - MANHOLE CONFORMS TO ASTbi C -478 -NO BRICK OR BLOCK WILL BE ALLOWED IN MANHOLE � •O-RING CASKET. NON - DIA. "F" ASPHALTIC MASTIC OR BUTYL RUBBER SEAL 1' MIN. OVER BETWEEN JOINTS � HIGHEST PIPE PREFORMED HOLE TO MAXIMUM - - - OF PIPE O.D. •8" WITH � NON-SHRINK CEMENT GROUT BENCH WALLS AT MINIMUM •.• . ,• •qti , • :: �/2" PER FOOT SLOPE. BENCH • . �•, ,• .,•, , •.. f• �.•, t•: �,•: .: � WALLS TO BE CONSTRUCTED '• • ' • '• • ' • •• .. • • . , • TO SPRING LINE OF PIPE. .. .. . . ............. 3" MIN. •• '• '• $" MIN. 3" MIN. ONE COMPLETE UNIT OF PRECAST CONCRETE (DRAWING NOT TO SCALE) MANHOLE BASE AND RISER OR APPROVED ALTERNATIVE HAMILTON COUNTY SURVEYOR'S OFFICE REVISED: 1 FEB 2002 STANDARD PLAN APPROVED �' r D-21 KENTON C. WW. HAMILTON CO NTY SURVEYOR DATE OFFICE OF THE HAMILTON' COUNTY SURVEYOR SIDE PROFILE r -B�aa wax, N- BAf11t M TOP VIEW BOLL TO •PkOI? V FROM YA � eoae or coMCUre S BOLT PLAtE!! RBQ'D 1 /i'X4 "Xt0" A• tYp. A ron V -bar No. of H-bar Bolt "A" Size Size H -bars Size Dia. Dire. Inches Inches Re 'd Inches Inches Inches 18 1/2 3 5/8 1/2 5 � 24 5/8 4 3/4 1/2 7 0 30 5/B 4 3/4 1/2 7 1/2 c� 36 3/4 4 1 1/2 10 1/2 o� 42 3/4 4 1 3/4 11 a' 48 3/4 4 1 2 i e 3/4 12 a' 54 3/4 4 1'2 ipe 3/4 12 � 80 3/4 5 2 2pipe 3/4 14 &. 72 3/4 5 1 2pipe 3/4 14 'a 84 3/4 6 17,,- 2Pipe 3/4 15 12 1/2 3 5/8 1/2 4 15 1/2 3 5/8 1/2 4 1/2 18 1/2 4 5/8 1l2 4 1I2 cn ZI 1/2 4 S/$ I/2 5 � 24 5/8 4 3/4 1/2 5 27 5/8 4 3/4 1J2 5 1/2 � 30 5/8 .4 3/4 1/2 5 1/2 � 36 3/4 4 1 3/4 8 •� 42. 3/4 4 I 3/4 8 48 3/4 5 1 3/4 8 � 54 3/4 .5 1 z i p e 3/4 8 � 60 3/4 5 1/2 i e 3/4 8 a 68 3/4 8 it 2pipe 3/4 8 72 3/4 6 11/2 p i e 3/4 9 84 3/4 7 1 2 ipe 3/4 10 90 3/4 7 1 2pipe 3/4 14 NOTES 1. BARS &PLATES ARE HOT- ROLLED STEEL. 2. BARS, PLATES, & PIPIE ARE FINISHED WITH 2 COATS OF ALUMINUM PAINT. 3. BOLTS ARE GALVINIZED 4. NO REBAR THROUGIi ,PIPES WILL BE ALLOWED 5. DEBRIS GUARD SHALL BE REMOVABLE . (DRAWING NOT TO SCALE) HAiVIILTON COUNTY SURVEYOR'S 'OFFICE . REVISED= 1 JAN 2000 . STANDARD PLAN APPROVED � KEN C. WA/D, HAMILTON COUNTY SURVEYOR DATE D-12. .� OFFICE HAMILTQN' COUNTY SURV- EYOR'` • I • E L 6' STEEL "T" FENCEPOST ' - (for temporary protection) ' II i SET FLUSH W /FINISH GRADE � i I EAST JORDAN CASTING 1570 OR EQUAL • a -- �I�_......i�j X11 •° a .•.. • CONCRETE w � • � ' BASE ' .D • D U .A ' •. •� • � Z a o00 0 a a w � aO � ° WASHED GRAVEL w z O�DoO °O cx w � oaGR UT co 0 0 O � I OOo � CAP DIRECTION OF FLOIY oO 8" x 6" x 6" TEE -D oQ0 00 0 � �oo�o 3,, °O� °moo �o �O�° MIN. o coo �� �c�-vo 0 0 24„ SUBSURFACE DRAIN (SSD) RISER DETAIL - (DRAWING NOT TO SCALE) HAMILTON .COUNTY :SURVEYOR'S OFFICE - REVISED= 2 JAN 2000. STANDARD PLAN APPROVED _ KENTOI C. WAP.D NAMILTON COUNTY SURVEYOR . DATE SSD � - . OFFICE OF THE HAMILTON . COtJNTY SURVEYOR UNDERWATER 'DISCHARGE NOT ALLOW - HYDRO5EEDED & MULCH OR —SEED & 5150 BLANKET' AS SPECIFIED - 10' SAFETY LEDGE 3' (MIN.) 1 (CROSS HATCHED) END SECTION � R.C.P. STORM SEWER NORMAL POOL - �, �� J / � /A'• 11 TOE PLATE OPTIONS FOR END SECTIONS: NOTCH RIP -RAP INTO -METAL, SHOWN /REQUIRES. TOE PLATE SLOPE AS SHOWN. -PRECAST REQUIRES ANCHOR USE RENO MATTRESS - CONCRETE SLOPEWALL - CONCRETE HEADWALL • t SLOPE NORMAL POOL � 5.1—► SLOPE � Z � • � SODDED AREA (CROSSHATCHED o °OW 5' �o Oo v I SLOPE R.C.P. STORZri SEWER 1 0 d:'& RIP -RAP RENO MATTRESS p � 11 ° ,• t � t TOP VIEW - � • - LAKE .OUTLET- DETAIL • - FOR LAKE CROSS - SECTION*' OPTION 3. (DRAWING NOT TO SCALE) HAMILTON COUNTY 'SURVEYOR'S OFFICE • REVISED= I JAN 2000 . STANDARD PLAN APPROVED �• �' 41A "'Oo n _ KENTON .WARD, HAMI TON COUNTY SURVEYOR - ..DATE X x, IF OFFICE OF THE HAMILTON COUNTY. SURVEYOR. ' LAKE CROSS - SECTIONS OPTION 3 EASEMENT 15' MIN. 2' FREE UARD MIN. NORMAL POOL 100 YEAR EMERGENCY 5 2' SPILLWAY AT 100 YEAR 1 co 3 ' 10' USE OUTLET OPTION 3 (DRAWING NOT TO SCALE) HAMILTON COUNTY' SURV.EYOR'S OFFICE'. - REVISED= 1 JAN -2000 STANDARD PLAN APPROVE.D' �4 D_8 OFFICE OF THE HAMILTON � CO :t1'.NTY . - .St�R.VEYOR� NOTE • Ei' STEEL FENCE ( "T „) POST . EXTENSION TO BE SECURED TO STEEL POST'. . IN 2 LOCATIONS ' CAP TAPE _ 'TEMPORARY EXTENSION ABOVE GROUND - • TO HE REMOVED UPON CONNECTION TO.. . HOUSE. ALL MEASUREMENTS TO BE MEASURED • FROM BACK OF CURB. Z EXTENSION SECURED IF EXTENSION IS NOT UTILIZED, IT IS TO HE � TO .STEEL POST CAPPED BELOW GROUND LEVEL. •. � LATERAL LOCATIONS SHALL BE STAMPED PROPOSED ig,. . GRADE ON CURB. (SEE CURB STAMP DETAIL) - p r p D r V V r - li •8 WASHED GRAVEL•' OR CLASS "A” �� °� WASHED STONE � o • REDUCING T \/ / REQUIRED MINIMUM SLOPE 0.30% -�► MINIMUM 4" SSD .MIN. • 12" MIN. • 16" MAX. MINIMUM 6" SUB SURFACE DRAIN . D -PIPE DIAMETER ..TYPICAL SSD LATERAL. TO INDIVIDUAL LOTS ALONG .STREETS . - (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S . OFFICE • � REVISED 1 JAN 2000 STANDARD PLAN APPROVED: '�.1�•'� ° °' •, _� KENTOr C. WARD, H ILTON COUNTY SURVEYOR ,PATE . SSD ' KENTON C. WARD, AMILTON COUNTY SURVEYOR -DATE i 1 i i 4 i , , OFFICE OF THE HAMILTON COUNTY SURVEYOR ASTINC FRAME AND COVER AS SPECIFIED NON - ASPHALTIC MASTIC OR BUTYL RUBBER � SEAL BETWEEN JOINTS. N � ,;, -•�i• • :,.••: PRECAST CONCRETE ADJUSTER RINGS IF �'''��' NEEDED (12 INCHES OF RINGS MAXIMUM). 24" DIAMETER ••jX•' °, • • - • . - - • •',•, •'`�;� ECCENTRIC GONE OR REDUCER ' ''' . • . ��'• CAP AS REQUIRED 13Y SITE �'��� • •' ''� CONDITIONS. CONE TOP TO �'�=• � � MATCH ADJUSTING RING PROFILE. FULL HEIGHT MANHOLE '�• ::•' STEPS AS SPECIFIED. 5" MINIMUM ?��: ..� �•' MANHOLE CONFORMS '�r - V r•.•� TO ASTDd 478 O-RING GASKET NON• H ASPHALTIC MASTIC OR 48'• DIAMETER PRECAST BUTYL RUBBER SEAL '�'• •�' AT JOINTS. ' � =••� CONCRETE SECTION PREFORMED HOLE TO MAXIMUM OF PIPE O.D. •ti" WITH BENCH WALLS AT MINIMUbI '� '•; NON-SHRINK CEMENT GROUT. %Z" :'ER FOOT SLOPE. BENCH ��� _ '• ' � �•�` WALi:S TO BE CONSTRUCTED TO SPRING LINE OF PIPE. • . • • `•; ' ' :.' NOTE' �'� ' ••' � "' '•• ''' STRUCTURES ARE TO BE ''= •• •' '` :• • '; ••'' ::'' GROUTED FULLY. TROWELED �'' • �'•'•� ••- '-- " ��'••• ' `'` SMOOTH AND BRUSH FINISHED. • ' "••� ' ''•' • REINFORCED BAR PRECAST RASE c :••.':•: ••.::••.:':•::':�:: ••.:�••. %••..• :::• '':�:r�• =• �`4 0 12" ON CENTER OR 8" OR 8" PER SECTION �'•�'`•�''�''�`•�'•�'•�''''' .�•• APPROVED ALTERNATIVE 3" MINIMUM —r-ON MANHOLE RASE SET S" OF #2 STONE STANDARD MANHOLE FOR PIPE SIZES 12" THRU 24" (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 FEB 2002 STANDARD PLAN APPROVED •- - � 2 � KENTON C.. WAR AMILTON COUNT SURVEYOR ATE D-20 AN--CHOR o. web .got L L r OFFICE OF THE HAMILTON COUNTY SURVEYOR FOR CON'CRETE END SECTIONS - SIDE PROFILE TOP VIEW 1` STEEL ALL THREAD 1' LONG I � %2" MIN. DIAMETER .. »�..... - - - - -- - ...... STEEL NUTS & WASHERS 1' END PROFILE I I / \ i t STEEL ALL THREAD BOLT HOOKS 1' LONG • X X •WIDTH OF END SECTION ALLTHREAD SPACING TO HE TWO PER FOOT EX. 12" END SECTION - 2 ALLTHREAD 24" END SECTION 4 ALLTHREAD (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 JAN 2000 STANDARD PLAN APPROVED '�Ja^' °� � _ KENT .WARD, AMILTON COUNTY SURVEYOR DATE 0 "o§ ()t4 T o oo� -A(D.1 NO Low** �-- •�G�STER ' -.' =: 10000075 � -••. STATE OF � qN4. � I l l l l l l l 1111���� 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 neg (ar THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 301 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp . com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering C\.2 Z Q) O I H C:D W � � d CD � a� � o z � z O � Q � Z w W .. .. . . ............. 3" MIN. •• '• '• $" MIN. 3" MIN. ONE COMPLETE UNIT OF PRECAST CONCRETE (DRAWING NOT TO SCALE) MANHOLE BASE AND RISER OR APPROVED ALTERNATIVE HAMILTON COUNTY SURVEYOR'S OFFICE REVISED: 1 FEB 2002 STANDARD PLAN APPROVED �' r D-21 KENTON C. WW. HAMILTON CO NTY SURVEYOR DATE OFFICE OF THE HAMILTON' COUNTY SURVEYOR SIDE PROFILE r -B�aa wax, N- BAf11t M TOP VIEW BOLL TO •PkOI? V FROM YA � eoae or coMCUre S BOLT PLAtE!! RBQ'D 1 /i'X4 "Xt0" A• tYp. A ron V -bar No. of H-bar Bolt "A" Size Size H -bars Size Dia. Dire. Inches Inches Re 'd Inches Inches Inches 18 1/2 3 5/8 1/2 5 � 24 5/8 4 3/4 1/2 7 0 30 5/B 4 3/4 1/2 7 1/2 c� 36 3/4 4 1 1/2 10 1/2 o� 42 3/4 4 1 3/4 11 a' 48 3/4 4 1 2 i e 3/4 12 a' 54 3/4 4 1'2 ipe 3/4 12 � 80 3/4 5 2 2pipe 3/4 14 &. 72 3/4 5 1 2pipe 3/4 14 'a 84 3/4 6 17,,- 2Pipe 3/4 15 12 1/2 3 5/8 1/2 4 15 1/2 3 5/8 1/2 4 1/2 18 1/2 4 5/8 1l2 4 1I2 cn ZI 1/2 4 S/$ I/2 5 � 24 5/8 4 3/4 1/2 5 27 5/8 4 3/4 1J2 5 1/2 � 30 5/8 .4 3/4 1/2 5 1/2 � 36 3/4 4 1 3/4 8 •� 42. 3/4 4 I 3/4 8 48 3/4 5 1 3/4 8 � 54 3/4 .5 1 z i p e 3/4 8 � 60 3/4 5 1/2 i e 3/4 8 a 68 3/4 8 it 2pipe 3/4 8 72 3/4 6 11/2 p i e 3/4 9 84 3/4 7 1 2 ipe 3/4 10 90 3/4 7 1 2pipe 3/4 14 NOTES 1. BARS &PLATES ARE HOT- ROLLED STEEL. 2. BARS, PLATES, & PIPIE ARE FINISHED WITH 2 COATS OF ALUMINUM PAINT. 3. BOLTS ARE GALVINIZED 4. NO REBAR THROUGIi ,PIPES WILL BE ALLOWED 5. DEBRIS GUARD SHALL BE REMOVABLE . (DRAWING NOT TO SCALE) HAiVIILTON COUNTY SURVEYOR'S 'OFFICE . REVISED= 1 JAN 2000 . STANDARD PLAN APPROVED � KEN C. WA/D, HAMILTON COUNTY SURVEYOR DATE D-12. .� OFFICE HAMILTQN' COUNTY SURV- EYOR'` • I • E L 6' STEEL "T" FENCEPOST ' - (for temporary protection) ' II i SET FLUSH W /FINISH GRADE � i I EAST JORDAN CASTING 1570 OR EQUAL • a -- �I�_......i�j X11 •° a .•.. • CONCRETE w � • � ' BASE ' .D • D U .A ' •. •� • � Z a o00 0 a a w � aO � ° WASHED GRAVEL w z O�DoO °O cx w � oaGR UT co 0 0 O � I OOo � CAP DIRECTION OF FLOIY oO 8" x 6" x 6" TEE -D oQ0 00 0 � �oo�o 3,, °O� °moo �o �O�° MIN. o coo �� �c�-vo 0 0 24„ SUBSURFACE DRAIN (SSD) RISER DETAIL - (DRAWING NOT TO SCALE) HAMILTON .COUNTY :SURVEYOR'S OFFICE - REVISED= 2 JAN 2000. STANDARD PLAN APPROVED _ KENTOI C. WAP.D NAMILTON COUNTY SURVEYOR . DATE SSD � - . OFFICE OF THE HAMILTON . COtJNTY SURVEYOR UNDERWATER 'DISCHARGE NOT ALLOW - HYDRO5EEDED & MULCH OR —SEED & 5150 BLANKET' AS SPECIFIED - 10' SAFETY LEDGE 3' (MIN.) 1 (CROSS HATCHED) END SECTION � R.C.P. STORM SEWER NORMAL POOL - �, �� J / � /A'• 11 TOE PLATE OPTIONS FOR END SECTIONS: NOTCH RIP -RAP INTO -METAL, SHOWN /REQUIRES. TOE PLATE SLOPE AS SHOWN. -PRECAST REQUIRES ANCHOR USE RENO MATTRESS - CONCRETE SLOPEWALL - CONCRETE HEADWALL • t SLOPE NORMAL POOL � 5.1—► SLOPE � Z � • � SODDED AREA (CROSSHATCHED o °OW 5' �o Oo v I SLOPE R.C.P. STORZri SEWER 1 0 d:'& RIP -RAP RENO MATTRESS p � 11 ° ,• t � t TOP VIEW - � • - LAKE .OUTLET- DETAIL • - FOR LAKE CROSS - SECTION*' OPTION 3. (DRAWING NOT TO SCALE) HAMILTON COUNTY 'SURVEYOR'S OFFICE • REVISED= I JAN 2000 . STANDARD PLAN APPROVED �• �' 41A "'Oo n _ KENTON .WARD, HAMI TON COUNTY SURVEYOR - ..DATE X x, IF OFFICE OF THE HAMILTON COUNTY. SURVEYOR. ' LAKE CROSS - SECTIONS OPTION 3 EASEMENT 15' MIN. 2' FREE UARD MIN. NORMAL POOL 100 YEAR EMERGENCY 5 2' SPILLWAY AT 100 YEAR 1 co 3 ' 10' USE OUTLET OPTION 3 (DRAWING NOT TO SCALE) HAMILTON COUNTY' SURV.EYOR'S OFFICE'. - REVISED= 1 JAN -2000 STANDARD PLAN APPROVE.D' �4 D_8 OFFICE OF THE HAMILTON � CO :t1'.NTY . - .St�R.VEYOR� NOTE • Ei' STEEL FENCE ( "T „) POST . EXTENSION TO BE SECURED TO STEEL POST'. . IN 2 LOCATIONS ' CAP TAPE _ 'TEMPORARY EXTENSION ABOVE GROUND - • TO HE REMOVED UPON CONNECTION TO.. . HOUSE. ALL MEASUREMENTS TO BE MEASURED • FROM BACK OF CURB. Z EXTENSION SECURED IF EXTENSION IS NOT UTILIZED, IT IS TO HE � TO .STEEL POST CAPPED BELOW GROUND LEVEL. •. � LATERAL LOCATIONS SHALL BE STAMPED PROPOSED ig,. . GRADE ON CURB. (SEE CURB STAMP DETAIL) - p r p D r V V r - li •8 WASHED GRAVEL•' OR CLASS "A” �� °� WASHED STONE � o • REDUCING T \/ / REQUIRED MINIMUM SLOPE 0.30% -�► MINIMUM 4" SSD .MIN. • 12" MIN. • 16" MAX. MINIMUM 6" SUB SURFACE DRAIN . D -PIPE DIAMETER ..TYPICAL SSD LATERAL. TO INDIVIDUAL LOTS ALONG .STREETS . - (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S . OFFICE • � REVISED 1 JAN 2000 STANDARD PLAN APPROVED: '�.1�•'� ° °' •, _� KENTOr C. WARD, H ILTON COUNTY SURVEYOR ,PATE . SSD ' KENTON C. WARD, AMILTON COUNTY SURVEYOR -DATE i 1 i i 4 i , , OFFICE OF THE HAMILTON COUNTY SURVEYOR ASTINC FRAME AND COVER AS SPECIFIED NON - ASPHALTIC MASTIC OR BUTYL RUBBER � SEAL BETWEEN JOINTS. N � ,;, -•�i• • :,.••: PRECAST CONCRETE ADJUSTER RINGS IF �'''��' NEEDED (12 INCHES OF RINGS MAXIMUM). 24" DIAMETER ••jX•' °, • • - • . - - • •',•, •'`�;� ECCENTRIC GONE OR REDUCER ' ''' . • . ��'• CAP AS REQUIRED 13Y SITE �'��� • •' ''� CONDITIONS. CONE TOP TO �'�=• � � MATCH ADJUSTING RING PROFILE. FULL HEIGHT MANHOLE '�• ::•' STEPS AS SPECIFIED. 5" MINIMUM ?��: ..� �•' MANHOLE CONFORMS '�r - V r•.•� TO ASTDd 478 O-RING GASKET NON• H ASPHALTIC MASTIC OR 48'• DIAMETER PRECAST BUTYL RUBBER SEAL '�'• •�' AT JOINTS. ' � =••� CONCRETE SECTION PREFORMED HOLE TO MAXIMUM OF PIPE O.D. •ti" WITH BENCH WALLS AT MINIMUbI '� '•; NON-SHRINK CEMENT GROUT. %Z" :'ER FOOT SLOPE. BENCH ��� _ '• ' � �•�` WALi:S TO BE CONSTRUCTED TO SPRING LINE OF PIPE. • . • • `•; ' ' :.' NOTE' �'� ' ••' � "' '•• ''' STRUCTURES ARE TO BE ''= •• •' '` :• • '; ••'' ::'' GROUTED FULLY. TROWELED �'' • �'•'•� ••- '-- " ��'••• ' `'` SMOOTH AND BRUSH FINISHED. • ' "••� ' ''•' • REINFORCED BAR PRECAST RASE c :••.':•: ••.::••.:':•::':�:: ••.:�••. %••..• :::• '':�:r�• =• �`4 0 12" ON CENTER OR 8" OR 8" PER SECTION �'•�'`•�''�''�`•�'•�'•�''''' .�•• APPROVED ALTERNATIVE 3" MINIMUM —r-ON MANHOLE RASE SET S" OF #2 STONE STANDARD MANHOLE FOR PIPE SIZES 12" THRU 24" (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 FEB 2002 STANDARD PLAN APPROVED •- - � 2 � KENTON C.. WAR AMILTON COUNT SURVEYOR ATE D-20 AN--CHOR o. web .got L L r OFFICE OF THE HAMILTON COUNTY SURVEYOR FOR CON'CRETE END SECTIONS - SIDE PROFILE TOP VIEW 1` STEEL ALL THREAD 1' LONG I � %2" MIN. DIAMETER .. »�..... - - - - -- - ...... STEEL NUTS & WASHERS 1' END PROFILE I I / \ i t STEEL ALL THREAD BOLT HOOKS 1' LONG • X X •WIDTH OF END SECTION ALLTHREAD SPACING TO HE TWO PER FOOT EX. 12" END SECTION - 2 ALLTHREAD 24" END SECTION 4 ALLTHREAD (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 JAN 2000 STANDARD PLAN APPROVED '�Ja^' °� � _ KENT .WARD, AMILTON COUNTY SURVEYOR DATE 0 "o§ ()t4 T o oo� -A(D.1 NO Low** �-- •�G�STER ' -.' =: 10000075 � -••. STATE OF � qN4. � I l l l l l l l 1111���� 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 neg (ar THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 301 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp . com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering C\.2 Z Q) O I H C:D W � � d CD � a� � o z � z O � Q � Z w W OFFICE OF THE HAMILTON' COUNTY SURVEYOR SIDE PROFILE r -B�aa wax, N- BAf11t M TOP VIEW BOLL TO •PkOI? V FROM YA � eoae or coMCUre S BOLT PLAtE!! RBQ'D 1 /i'X4 "Xt0" A• tYp. A ron V -bar No. of H-bar Bolt "A" Size Size H -bars Size Dia. Dire. Inches Inches Re 'd Inches Inches Inches 18 1/2 3 5/8 1/2 5 � 24 5/8 4 3/4 1/2 7 0 30 5/B 4 3/4 1/2 7 1/2 c� 36 3/4 4 1 1/2 10 1/2 o� 42 3/4 4 1 3/4 11 a' 48 3/4 4 1 2 i e 3/4 12 a' 54 3/4 4 1'2 ipe 3/4 12 � 80 3/4 5 2 2pipe 3/4 14 &. 72 3/4 5 1 2pipe 3/4 14 'a 84 3/4 6 17,,- 2Pipe 3/4 15 12 1/2 3 5/8 1/2 4 15 1/2 3 5/8 1/2 4 1/2 18 1/2 4 5/8 1l2 4 1I2 cn ZI 1/2 4 S/$ I/2 5 � 24 5/8 4 3/4 1/2 5 27 5/8 4 3/4 1J2 5 1/2 � 30 5/8 .4 3/4 1/2 5 1/2 � 36 3/4 4 1 3/4 8 •� 42. 3/4 4 I 3/4 8 48 3/4 5 1 3/4 8 � 54 3/4 .5 1 z i p e 3/4 8 � 60 3/4 5 1/2 i e 3/4 8 a 68 3/4 8 it 2pipe 3/4 8 72 3/4 6 11/2 p i e 3/4 9 84 3/4 7 1 2 ipe 3/4 10 90 3/4 7 1 2pipe 3/4 14 NOTES 1. BARS &PLATES ARE HOT- ROLLED STEEL. 2. BARS, PLATES, & PIPIE ARE FINISHED WITH 2 COATS OF ALUMINUM PAINT. 3. BOLTS ARE GALVINIZED 4. NO REBAR THROUGIi ,PIPES WILL BE ALLOWED 5. DEBRIS GUARD SHALL BE REMOVABLE . (DRAWING NOT TO SCALE) HAiVIILTON COUNTY SURVEYOR'S 'OFFICE . REVISED= 1 JAN 2000 . STANDARD PLAN APPROVED � KEN C. WA/D, HAMILTON COUNTY SURVEYOR DATE D-12. .� OFFICE HAMILTQN' COUNTY SURV- EYOR'` • I • E L 6' STEEL "T" FENCEPOST ' - (for temporary protection) ' II i SET FLUSH W /FINISH GRADE � i I EAST JORDAN CASTING 1570 OR EQUAL • a -- �I�_......i�j X11 •° a .•.. • CONCRETE w � • � ' BASE ' .D • D U .A ' •. •� • � Z a o00 0 a a w � aO � ° WASHED GRAVEL w z O�DoO °O cx w � oaGR UT co 0 0 O � I OOo � CAP DIRECTION OF FLOIY oO 8" x 6" x 6" TEE -D oQ0 00 0 � �oo�o 3,, °O� °moo �o �O�° MIN. o coo �� �c�-vo 0 0 24„ SUBSURFACE DRAIN (SSD) RISER DETAIL - (DRAWING NOT TO SCALE) HAMILTON .COUNTY :SURVEYOR'S OFFICE - REVISED= 2 JAN 2000. STANDARD PLAN APPROVED _ KENTOI C. WAP.D NAMILTON COUNTY SURVEYOR . DATE SSD � - . OFFICE OF THE HAMILTON . COtJNTY SURVEYOR UNDERWATER 'DISCHARGE NOT ALLOW - HYDRO5EEDED & MULCH OR —SEED & 5150 BLANKET' AS SPECIFIED - 10' SAFETY LEDGE 3' (MIN.) 1 (CROSS HATCHED) END SECTION � R.C.P. STORM SEWER NORMAL POOL - �, �� J / � /A'• 11 TOE PLATE OPTIONS FOR END SECTIONS: NOTCH RIP -RAP INTO -METAL, SHOWN /REQUIRES. TOE PLATE SLOPE AS SHOWN. -PRECAST REQUIRES ANCHOR USE RENO MATTRESS - CONCRETE SLOPEWALL - CONCRETE HEADWALL • t SLOPE NORMAL POOL � 5.1—► SLOPE � Z � • � SODDED AREA (CROSSHATCHED o °OW 5' �o Oo v I SLOPE R.C.P. STORZri SEWER 1 0 d:'& RIP -RAP RENO MATTRESS p � 11 ° ,• t � t TOP VIEW - � • - LAKE .OUTLET- DETAIL • - FOR LAKE CROSS - SECTION*' OPTION 3. (DRAWING NOT TO SCALE) HAMILTON COUNTY 'SURVEYOR'S OFFICE • REVISED= I JAN 2000 . STANDARD PLAN APPROVED �• �' 41A "'Oo n _ KENTON .WARD, HAMI TON COUNTY SURVEYOR - ..DATE X x, IF OFFICE OF THE HAMILTON COUNTY. SURVEYOR. ' LAKE CROSS - SECTIONS OPTION 3 EASEMENT 15' MIN. 2' FREE UARD MIN. NORMAL POOL 100 YEAR EMERGENCY 5 2' SPILLWAY AT 100 YEAR 1 co 3 ' 10' USE OUTLET OPTION 3 (DRAWING NOT TO SCALE) HAMILTON COUNTY' SURV.EYOR'S OFFICE'. - REVISED= 1 JAN -2000 STANDARD PLAN APPROVE.D' �4 D_8 OFFICE OF THE HAMILTON � CO :t1'.NTY . - .St�R.VEYOR� NOTE • Ei' STEEL FENCE ( "T „) POST . EXTENSION TO BE SECURED TO STEEL POST'. . IN 2 LOCATIONS ' CAP TAPE _ 'TEMPORARY EXTENSION ABOVE GROUND - • TO HE REMOVED UPON CONNECTION TO.. . HOUSE. ALL MEASUREMENTS TO BE MEASURED • FROM BACK OF CURB. Z EXTENSION SECURED IF EXTENSION IS NOT UTILIZED, IT IS TO HE � TO .STEEL POST CAPPED BELOW GROUND LEVEL. •. � LATERAL LOCATIONS SHALL BE STAMPED PROPOSED ig,. . GRADE ON CURB. (SEE CURB STAMP DETAIL) - p r p D r V V r - li •8 WASHED GRAVEL•' OR CLASS "A” �� °� WASHED STONE � o • REDUCING T \/ / REQUIRED MINIMUM SLOPE 0.30% -�► MINIMUM 4" SSD .MIN. • 12" MIN. • 16" MAX. MINIMUM 6" SUB SURFACE DRAIN . D -PIPE DIAMETER ..TYPICAL SSD LATERAL. TO INDIVIDUAL LOTS ALONG .STREETS . - (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S . OFFICE • � REVISED 1 JAN 2000 STANDARD PLAN APPROVED: '�.1�•'� ° °' •, _� KENTOr C. WARD, H ILTON COUNTY SURVEYOR ,PATE . SSD ' KENTON C. WARD, AMILTON COUNTY SURVEYOR -DATE i 1 i i 4 i , , OFFICE OF THE HAMILTON COUNTY SURVEYOR ASTINC FRAME AND COVER AS SPECIFIED NON - ASPHALTIC MASTIC OR BUTYL RUBBER � SEAL BETWEEN JOINTS. N � ,;, -•�i• • :,.••: PRECAST CONCRETE ADJUSTER RINGS IF �'''��' NEEDED (12 INCHES OF RINGS MAXIMUM). 24" DIAMETER ••jX•' °, • • - • . - - • •',•, •'`�;� ECCENTRIC GONE OR REDUCER ' ''' . • . ��'• CAP AS REQUIRED 13Y SITE �'��� • •' ''� CONDITIONS. CONE TOP TO �'�=• � � MATCH ADJUSTING RING PROFILE. FULL HEIGHT MANHOLE '�• ::•' STEPS AS SPECIFIED. 5" MINIMUM ?��: ..� �•' MANHOLE CONFORMS '�r - V r•.•� TO ASTDd 478 O-RING GASKET NON• H ASPHALTIC MASTIC OR 48'• DIAMETER PRECAST BUTYL RUBBER SEAL '�'• •�' AT JOINTS. ' � =••� CONCRETE SECTION PREFORMED HOLE TO MAXIMUM OF PIPE O.D. •ti" WITH BENCH WALLS AT MINIMUbI '� '•; NON-SHRINK CEMENT GROUT. %Z" :'ER FOOT SLOPE. BENCH ��� _ '• ' � �•�` WALi:S TO BE CONSTRUCTED TO SPRING LINE OF PIPE. • . • • `•; ' ' :.' NOTE' �'� ' ••' � "' '•• ''' STRUCTURES ARE TO BE ''= •• •' '` :• • '; ••'' ::'' GROUTED FULLY. TROWELED �'' • �'•'•� ••- '-- " ��'••• ' `'` SMOOTH AND BRUSH FINISHED. • ' "••� ' ''•' • REINFORCED BAR PRECAST RASE c :••.':•: ••.::••.:':•::':�:: ••.:�••. %••..• :::• '':�:r�• =• �`4 0 12" ON CENTER OR 8" OR 8" PER SECTION �'•�'`•�''�''�`•�'•�'•�''''' .�•• APPROVED ALTERNATIVE 3" MINIMUM —r-ON MANHOLE RASE SET S" OF #2 STONE STANDARD MANHOLE FOR PIPE SIZES 12" THRU 24" (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 FEB 2002 STANDARD PLAN APPROVED •- - � 2 � KENTON C.. WAR AMILTON COUNT SURVEYOR ATE D-20 AN--CHOR o. web .got L L r OFFICE OF THE HAMILTON COUNTY SURVEYOR FOR CON'CRETE END SECTIONS - SIDE PROFILE TOP VIEW 1` STEEL ALL THREAD 1' LONG I � %2" MIN. DIAMETER .. »�..... - - - - -- - ...... STEEL NUTS & WASHERS 1' END PROFILE I I / \ i t STEEL ALL THREAD BOLT HOOKS 1' LONG • X X •WIDTH OF END SECTION ALLTHREAD SPACING TO HE TWO PER FOOT EX. 12" END SECTION - 2 ALLTHREAD 24" END SECTION 4 ALLTHREAD (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 JAN 2000 STANDARD PLAN APPROVED '�Ja^' °� � _ KENT .WARD, AMILTON COUNTY SURVEYOR DATE 0 "o§ ()t4 T o oo� -A(D.1 NO Low** �-- •�G�STER ' -.' =: 10000075 � -••. STATE OF � qN4. � I l l l l l l l 1111���� 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 neg (ar THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 301 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp . com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering C\.2 Z Q) O I H C:D W � � d CD � a� � o z � z O � Q � Z w W e 3/4 9 84 3/4 7 1 2 ipe 3/4 10 90 3/4 7 1 2pipe 3/4 14 NOTES 1. BARS &PLATES ARE HOT- ROLLED STEEL. 2. BARS, PLATES, & PIPIE ARE FINISHED WITH 2 COATS OF ALUMINUM PAINT. 3. BOLTS ARE GALVINIZED 4. NO REBAR THROUGIi ,PIPES WILL BE ALLOWED 5. DEBRIS GUARD SHALL BE REMOVABLE . (DRAWING NOT TO SCALE) HAiVIILTON COUNTY SURVEYOR'S 'OFFICE . REVISED= 1 JAN 2000 . STANDARD PLAN APPROVED � KEN C. WA/D, HAMILTON COUNTY SURVEYOR DATE D-12. .� OFFICE HAMILTQN' COUNTY SURV- EYOR'` • I • E L 6' STEEL "T" FENCEPOST ' - (for temporary protection) ' II i SET FLUSH W /FINISH GRADE � i I EAST JORDAN CASTING 1570 OR EQUAL • a -- �I�_......i�j X11 •° a .•.. • CONCRETE w � • � ' BASE ' .D • D U .A ' •. •� • � Z a o00 0 a a w � aO � ° WASHED GRAVEL w z O�DoO °O cx w � oaGR UT co 0 0 O � I OOo � CAP DIRECTION OF FLOIY oO 8" x 6" x 6" TEE -D oQ0 00 0 � �oo�o 3,, °O� °moo �o �O�° MIN. o coo �� �c�-vo 0 0 24„ SUBSURFACE DRAIN (SSD) RISER DETAIL - (DRAWING NOT TO SCALE) HAMILTON .COUNTY :SURVEYOR'S OFFICE - REVISED= 2 JAN 2000. STANDARD PLAN APPROVED _ KENTOI C. WAP.D NAMILTON COUNTY SURVEYOR . DATE SSD � - . OFFICE OF THE HAMILTON . COtJNTY SURVEYOR UNDERWATER 'DISCHARGE NOT ALLOW - HYDRO5EEDED & MULCH OR —SEED & 5150 BLANKET' AS SPECIFIED - 10' SAFETY LEDGE 3' (MIN.) 1 (CROSS HATCHED) END SECTION � R.C.P. STORM SEWER NORMAL POOL - �, �� J / � /A'• 11 TOE PLATE OPTIONS FOR END SECTIONS: NOTCH RIP -RAP INTO -METAL, SHOWN /REQUIRES. TOE PLATE SLOPE AS SHOWN. -PRECAST REQUIRES ANCHOR USE RENO MATTRESS - CONCRETE SLOPEWALL - CONCRETE HEADWALL • t SLOPE NORMAL POOL � 5.1—► SLOPE � Z � • � SODDED AREA (CROSSHATCHED o °OW 5' �o Oo v I SLOPE R.C.P. STORZri SEWER 1 0 d:'& RIP -RAP RENO MATTRESS p � 11 ° ,• t � t TOP VIEW - � • - LAKE .OUTLET- DETAIL • - FOR LAKE CROSS - SECTION*' OPTION 3. (DRAWING NOT TO SCALE) HAMILTON COUNTY 'SURVEYOR'S OFFICE • REVISED= I JAN 2000 . STANDARD PLAN APPROVED �• �' 41A "'Oo n _ KENTON .WARD, HAMI TON COUNTY SURVEYOR - ..DATE X x, IF OFFICE OF THE HAMILTON COUNTY. SURVEYOR. ' LAKE CROSS - SECTIONS OPTION 3 EASEMENT 15' MIN. 2' FREE UARD MIN. NORMAL POOL 100 YEAR EMERGENCY 5 2' SPILLWAY AT 100 YEAR 1 co 3 ' 10' USE OUTLET OPTION 3 (DRAWING NOT TO SCALE) HAMILTON COUNTY' SURV.EYOR'S OFFICE'. - REVISED= 1 JAN -2000 STANDARD PLAN APPROVE.D' �4 D_8 OFFICE OF THE HAMILTON � CO :t1'.NTY . - .St�R.VEYOR� NOTE • Ei' STEEL FENCE ( "T „) POST . EXTENSION TO BE SECURED TO STEEL POST'. . IN 2 LOCATIONS ' CAP TAPE _ 'TEMPORARY EXTENSION ABOVE GROUND - • TO HE REMOVED UPON CONNECTION TO.. . HOUSE. ALL MEASUREMENTS TO BE MEASURED • FROM BACK OF CURB. Z EXTENSION SECURED IF EXTENSION IS NOT UTILIZED, IT IS TO HE � TO .STEEL POST CAPPED BELOW GROUND LEVEL. •. � LATERAL LOCATIONS SHALL BE STAMPED PROPOSED ig,. . GRADE ON CURB. (SEE CURB STAMP DETAIL) - p r p D r V V r - li •8 WASHED GRAVEL•' OR CLASS "A” �� °� WASHED STONE � o • REDUCING T \/ / REQUIRED MINIMUM SLOPE 0.30% -�► MINIMUM 4" SSD .MIN. • 12" MIN. • 16" MAX. MINIMUM 6" SUB SURFACE DRAIN . D -PIPE DIAMETER ..TYPICAL SSD LATERAL. TO INDIVIDUAL LOTS ALONG .STREETS . - (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S . OFFICE • � REVISED 1 JAN 2000 STANDARD PLAN APPROVED: '�.1�•'� ° °' •, _� KENTOr C. WARD, H ILTON COUNTY SURVEYOR ,PATE . SSD ' KENTON C. WARD, AMILTON COUNTY SURVEYOR -DATE i 1 i i 4 i , , OFFICE OF THE HAMILTON COUNTY SURVEYOR ASTINC FRAME AND COVER AS SPECIFIED NON - ASPHALTIC MASTIC OR BUTYL RUBBER � SEAL BETWEEN JOINTS. N � ,;, -•�i• • :,.••: PRECAST CONCRETE ADJUSTER RINGS IF �'''��' NEEDED (12 INCHES OF RINGS MAXIMUM). 24" DIAMETER ••jX•' °, • • - • . - - • •',•, •'`�;� ECCENTRIC GONE OR REDUCER ' ''' . • . ��'• CAP AS REQUIRED 13Y SITE �'��� • •' ''� CONDITIONS. CONE TOP TO �'�=• � � MATCH ADJUSTING RING PROFILE. FULL HEIGHT MANHOLE '�• ::•' STEPS AS SPECIFIED. 5" MINIMUM ?��: ..� �•' MANHOLE CONFORMS '�r - V r•.•� TO ASTDd 478 O-RING GASKET NON• H ASPHALTIC MASTIC OR 48'• DIAMETER PRECAST BUTYL RUBBER SEAL '�'• •�' AT JOINTS. ' � =••� CONCRETE SECTION PREFORMED HOLE TO MAXIMUM OF PIPE O.D. •ti" WITH BENCH WALLS AT MINIMUbI '� '•; NON-SHRINK CEMENT GROUT. %Z" :'ER FOOT SLOPE. BENCH ��� _ '• ' � �•�` WALi:S TO BE CONSTRUCTED TO SPRING LINE OF PIPE. • . • • `•; ' ' :.' NOTE' �'� ' ••' � "' '•• ''' STRUCTURES ARE TO BE ''= •• •' '` :• • '; ••'' ::'' GROUTED FULLY. TROWELED �'' • �'•'•� ••- '-- " ��'••• ' `'` SMOOTH AND BRUSH FINISHED. • ' "••� ' ''•' • REINFORCED BAR PRECAST RASE c :••.':•: ••.::••.:':•::':�:: ••.:�••. %••..• :::• '':�:r�• =• �`4 0 12" ON CENTER OR 8" OR 8" PER SECTION �'•�'`•�''�''�`•�'•�'•�''''' .�•• APPROVED ALTERNATIVE 3" MINIMUM —r-ON MANHOLE RASE SET S" OF #2 STONE STANDARD MANHOLE FOR PIPE SIZES 12" THRU 24" (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 FEB 2002 STANDARD PLAN APPROVED •- - � 2 � KENTON C.. WAR AMILTON COUNT SURVEYOR ATE D-20 AN--CHOR o. web .got L L r OFFICE OF THE HAMILTON COUNTY SURVEYOR FOR CON'CRETE END SECTIONS - SIDE PROFILE TOP VIEW 1` STEEL ALL THREAD 1' LONG I � %2" MIN. DIAMETER .. »�..... - - - - -- - ...... STEEL NUTS & WASHERS 1' END PROFILE I I / \ i t STEEL ALL THREAD BOLT HOOKS 1' LONG • X X •WIDTH OF END SECTION ALLTHREAD SPACING TO HE TWO PER FOOT EX. 12" END SECTION - 2 ALLTHREAD 24" END SECTION 4 ALLTHREAD (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 JAN 2000 STANDARD PLAN APPROVED '�Ja^' °� � _ KENT .WARD, AMILTON COUNTY SURVEYOR DATE 0 "o§ ()t4 T o oo� -A(D.1 NO Low** �-- •�G�STER ' -.' =: 10000075 � -••. STATE OF � qN4. � I l l l l l l l 1111���� 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 neg (ar THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 301 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp . com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering C\.2 Z Q) O I H C:D W � � d CD � a� � o z � z O � Q � Z w W PAINT. 3. BOLTS ARE GALVINIZED 4. NO REBAR THROUGIi ,PIPES WILL BE ALLOWED 5. DEBRIS GUARD SHALL BE REMOVABLE . (DRAWING NOT TO SCALE) HAiVIILTON COUNTY SURVEYOR'S 'OFFICE . REVISED= 1 JAN 2000 . STANDARD PLAN APPROVED � KEN C. WA/D, HAMILTON COUNTY SURVEYOR DATE D-12. .� OFFICE HAMILTQN' COUNTY SURV- EYOR'` • I • E L 6' STEEL "T" FENCEPOST ' - (for temporary protection) ' II i SET FLUSH W /FINISH GRADE � i I EAST JORDAN CASTING 1570 OR EQUAL • a -- �I�_......i�j X11 •° a .•.. • CONCRETE w � • � ' BASE ' .D • D U .A ' •. •� • � Z a o00 0 a a w � aO � ° WASHED GRAVEL w z O�DoO °O cx w � oaGR UT co 0 0 O � I OOo � CAP DIRECTION OF FLOIY oO 8" x 6" x 6" TEE -D oQ0 00 0 � �oo�o 3,, °O� °moo �o �O�° MIN. o coo �� �c�-vo 0 0 24„ SUBSURFACE DRAIN (SSD) RISER DETAIL - (DRAWING NOT TO SCALE) HAMILTON .COUNTY :SURVEYOR'S OFFICE - REVISED= 2 JAN 2000. STANDARD PLAN APPROVED _ KENTOI C. WAP.D NAMILTON COUNTY SURVEYOR . DATE SSD � - . OFFICE OF THE HAMILTON . COtJNTY SURVEYOR UNDERWATER 'DISCHARGE NOT ALLOW - HYDRO5EEDED & MULCH OR —SEED & 5150 BLANKET' AS SPECIFIED - 10' SAFETY LEDGE 3' (MIN.) 1 (CROSS HATCHED) END SECTION � R.C.P. STORM SEWER NORMAL POOL - �, �� J / � /A'• 11 TOE PLATE OPTIONS FOR END SECTIONS: NOTCH RIP -RAP INTO -METAL, SHOWN /REQUIRES. TOE PLATE SLOPE AS SHOWN. -PRECAST REQUIRES ANCHOR USE RENO MATTRESS - CONCRETE SLOPEWALL - CONCRETE HEADWALL • t SLOPE NORMAL POOL � 5.1—► SLOPE � Z � • � SODDED AREA (CROSSHATCHED o °OW 5' �o Oo v I SLOPE R.C.P. STORZri SEWER 1 0 d:'& RIP -RAP RENO MATTRESS p � 11 ° ,• t � t TOP VIEW - � • - LAKE .OUTLET- DETAIL • - FOR LAKE CROSS - SECTION*' OPTION 3. (DRAWING NOT TO SCALE) HAMILTON COUNTY 'SURVEYOR'S OFFICE • REVISED= I JAN 2000 . STANDARD PLAN APPROVED �• �' 41A "'Oo n _ KENTON .WARD, HAMI TON COUNTY SURVEYOR - ..DATE X x, IF OFFICE OF THE HAMILTON COUNTY. SURVEYOR. ' LAKE CROSS - SECTIONS OPTION 3 EASEMENT 15' MIN. 2' FREE UARD MIN. NORMAL POOL 100 YEAR EMERGENCY 5 2' SPILLWAY AT 100 YEAR 1 co 3 ' 10' USE OUTLET OPTION 3 (DRAWING NOT TO SCALE) HAMILTON COUNTY' SURV.EYOR'S OFFICE'. - REVISED= 1 JAN -2000 STANDARD PLAN APPROVE.D' �4 D_8 OFFICE OF THE HAMILTON � CO :t1'.NTY . - .St�R.VEYOR� NOTE • Ei' STEEL FENCE ( "T „) POST . EXTENSION TO BE SECURED TO STEEL POST'. . IN 2 LOCATIONS ' CAP TAPE _ 'TEMPORARY EXTENSION ABOVE GROUND - • TO HE REMOVED UPON CONNECTION TO.. . HOUSE. ALL MEASUREMENTS TO BE MEASURED • FROM BACK OF CURB. Z EXTENSION SECURED IF EXTENSION IS NOT UTILIZED, IT IS TO HE � TO .STEEL POST CAPPED BELOW GROUND LEVEL. •. � LATERAL LOCATIONS SHALL BE STAMPED PROPOSED ig,. . GRADE ON CURB. (SEE CURB STAMP DETAIL) - p r p D r V V r - li •8 WASHED GRAVEL•' OR CLASS "A” �� °� WASHED STONE � o • REDUCING T \/ / REQUIRED MINIMUM SLOPE 0.30% -�► MINIMUM 4" SSD .MIN. • 12" MIN. • 16" MAX. MINIMUM 6" SUB SURFACE DRAIN . D -PIPE DIAMETER ..TYPICAL SSD LATERAL. TO INDIVIDUAL LOTS ALONG .STREETS . - (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S . OFFICE • � REVISED 1 JAN 2000 STANDARD PLAN APPROVED: '�.1�•'� ° °' •, _� KENTOr C. WARD, H ILTON COUNTY SURVEYOR ,PATE . SSD ' KENTON C. WARD, AMILTON COUNTY SURVEYOR -DATE i 1 i i 4 i , , OFFICE OF THE HAMILTON COUNTY SURVEYOR ASTINC FRAME AND COVER AS SPECIFIED NON - ASPHALTIC MASTIC OR BUTYL RUBBER � SEAL BETWEEN JOINTS. N � ,;, -•�i• • :,.••: PRECAST CONCRETE ADJUSTER RINGS IF �'''��' NEEDED (12 INCHES OF RINGS MAXIMUM). 24" DIAMETER ••jX•' °, • • - • . - - • •',•, •'`�;� ECCENTRIC GONE OR REDUCER ' ''' . • . ��'• CAP AS REQUIRED 13Y SITE �'��� • •' ''� CONDITIONS. CONE TOP TO �'�=• � � MATCH ADJUSTING RING PROFILE. FULL HEIGHT MANHOLE '�• ::•' STEPS AS SPECIFIED. 5" MINIMUM ?��: ..� �•' MANHOLE CONFORMS '�r - V r•.•� TO ASTDd 478 O-RING GASKET NON• H ASPHALTIC MASTIC OR 48'• DIAMETER PRECAST BUTYL RUBBER SEAL '�'• •�' AT JOINTS. ' � =••� CONCRETE SECTION PREFORMED HOLE TO MAXIMUM OF PIPE O.D. •ti" WITH BENCH WALLS AT MINIMUbI '� '•; NON-SHRINK CEMENT GROUT. %Z" :'ER FOOT SLOPE. BENCH ��� _ '• ' � �•�` WALi:S TO BE CONSTRUCTED TO SPRING LINE OF PIPE. • . • • `•; ' ' :.' NOTE' �'� ' ••' � "' '•• ''' STRUCTURES ARE TO BE ''= •• •' '` :• • '; ••'' ::'' GROUTED FULLY. TROWELED �'' • �'•'•� ••- '-- " ��'••• ' `'` SMOOTH AND BRUSH FINISHED. • ' "••� ' ''•' • REINFORCED BAR PRECAST RASE c :••.':•: ••.::••.:':•::':�:: ••.:�••. %••..• :::• '':�:r�• =• �`4 0 12" ON CENTER OR 8" OR 8" PER SECTION �'•�'`•�''�''�`•�'•�'•�''''' .�•• APPROVED ALTERNATIVE 3" MINIMUM —r-ON MANHOLE RASE SET S" OF #2 STONE STANDARD MANHOLE FOR PIPE SIZES 12" THRU 24" (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 FEB 2002 STANDARD PLAN APPROVED •- - � 2 � KENTON C.. WAR AMILTON COUNT SURVEYOR ATE D-20 AN--CHOR o. web .got L L r OFFICE OF THE HAMILTON COUNTY SURVEYOR FOR CON'CRETE END SECTIONS - SIDE PROFILE TOP VIEW 1` STEEL ALL THREAD 1' LONG I � %2" MIN. DIAMETER .. »�..... - - - - -- - ...... STEEL NUTS & WASHERS 1' END PROFILE I I / \ i t STEEL ALL THREAD BOLT HOOKS 1' LONG • X X •WIDTH OF END SECTION ALLTHREAD SPACING TO HE TWO PER FOOT EX. 12" END SECTION - 2 ALLTHREAD 24" END SECTION 4 ALLTHREAD (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 JAN 2000 STANDARD PLAN APPROVED '�Ja^' °� � _ KENT .WARD, AMILTON COUNTY SURVEYOR DATE 0 "o§ ()t4 T o oo� -A(D.1 NO Low** �-- •�G�STER ' -.' =: 10000075 � -••. STATE OF � qN4. � I l l l l l l l 1111���� 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 neg (ar THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 301 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp . com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering C\.2 Z Q) O I H C:D W � � d CD � a� � o z � z O � Q � Z w W "'Oo n _ KENTON .WARD, HAMI TON COUNTY SURVEYOR - ..DATE X x, IF OFFICE OF THE HAMILTON COUNTY. SURVEYOR. ' LAKE CROSS - SECTIONS OPTION 3 EASEMENT 15' MIN. 2' FREE UARD MIN. NORMAL POOL 100 YEAR EMERGENCY 5 2' SPILLWAY AT 100 YEAR 1 co 3 ' 10' USE OUTLET OPTION 3 (DRAWING NOT TO SCALE) HAMILTON COUNTY' SURV.EYOR'S OFFICE'. - REVISED= 1 JAN -2000 STANDARD PLAN APPROVE.D' �4 D_8 OFFICE OF THE HAMILTON � CO :t1'.NTY . - .St�R.VEYOR� NOTE • Ei' STEEL FENCE ( "T „) POST . EXTENSION TO BE SECURED TO STEEL POST'. . IN 2 LOCATIONS ' CAP TAPE _ 'TEMPORARY EXTENSION ABOVE GROUND - • TO HE REMOVED UPON CONNECTION TO.. . HOUSE. ALL MEASUREMENTS TO BE MEASURED • FROM BACK OF CURB. Z EXTENSION SECURED IF EXTENSION IS NOT UTILIZED, IT IS TO HE � TO .STEEL POST CAPPED BELOW GROUND LEVEL. •. � LATERAL LOCATIONS SHALL BE STAMPED PROPOSED ig,. . GRADE ON CURB. (SEE CURB STAMP DETAIL) - p r p D r V V r - li •8 WASHED GRAVEL•' OR CLASS "A” �� °� WASHED STONE � o • REDUCING T \/ / REQUIRED MINIMUM SLOPE 0.30% -�► MINIMUM 4" SSD .MIN. • 12" MIN. • 16" MAX. MINIMUM 6" SUB SURFACE DRAIN . D -PIPE DIAMETER ..TYPICAL SSD LATERAL. TO INDIVIDUAL LOTS ALONG .STREETS . - (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S . OFFICE • � REVISED 1 JAN 2000 STANDARD PLAN APPROVED: '�.1�•'� ° °' •, _� KENTOr C. WARD, H ILTON COUNTY SURVEYOR ,PATE . SSD ' KENTON C. WARD, AMILTON COUNTY SURVEYOR -DATE i 1 i i 4 i , , OFFICE OF THE HAMILTON COUNTY SURVEYOR ASTINC FRAME AND COVER AS SPECIFIED NON - ASPHALTIC MASTIC OR BUTYL RUBBER � SEAL BETWEEN JOINTS. N � ,;, -•�i• • :,.••: PRECAST CONCRETE ADJUSTER RINGS IF �'''��' NEEDED (12 INCHES OF RINGS MAXIMUM). 24" DIAMETER ••jX•' °, • • - • . - - • •',•, •'`�;� ECCENTRIC GONE OR REDUCER ' ''' . • . ��'• CAP AS REQUIRED 13Y SITE �'��� • •' ''� CONDITIONS. CONE TOP TO �'�=• � � MATCH ADJUSTING RING PROFILE. FULL HEIGHT MANHOLE '�• ::•' STEPS AS SPECIFIED. 5" MINIMUM ?��: ..� �•' MANHOLE CONFORMS '�r - V r•.•� TO ASTDd 478 O-RING GASKET NON• H ASPHALTIC MASTIC OR 48'• DIAMETER PRECAST BUTYL RUBBER SEAL '�'• •�' AT JOINTS. ' � =••� CONCRETE SECTION PREFORMED HOLE TO MAXIMUM OF PIPE O.D. •ti" WITH BENCH WALLS AT MINIMUbI '� '•; NON-SHRINK CEMENT GROUT. %Z" :'ER FOOT SLOPE. BENCH ��� _ '• ' � �•�` WALi:S TO BE CONSTRUCTED TO SPRING LINE OF PIPE. • . • • `•; ' ' :.' NOTE' �'� ' ••' � "' '•• ''' STRUCTURES ARE TO BE ''= •• •' '` :• • '; ••'' ::'' GROUTED FULLY. TROWELED �'' • �'•'•� ••- '-- " ��'••• ' `'` SMOOTH AND BRUSH FINISHED. • ' "••� ' ''•' • REINFORCED BAR PRECAST RASE c :••.':•: ••.::••.:':•::':�:: ••.:�••. %••..• :::• '':�:r�• =• �`4 0 12" ON CENTER OR 8" OR 8" PER SECTION �'•�'`•�''�''�`•�'•�'•�''''' .�•• APPROVED ALTERNATIVE 3" MINIMUM —r-ON MANHOLE RASE SET S" OF #2 STONE STANDARD MANHOLE FOR PIPE SIZES 12" THRU 24" (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 FEB 2002 STANDARD PLAN APPROVED •- - � 2 � KENTON C.. WAR AMILTON COUNT SURVEYOR ATE D-20 AN--CHOR o. web .got L L r OFFICE OF THE HAMILTON COUNTY SURVEYOR FOR CON'CRETE END SECTIONS - SIDE PROFILE TOP VIEW 1` STEEL ALL THREAD 1' LONG I � %2" MIN. DIAMETER .. »�..... - - - - -- - ...... STEEL NUTS & WASHERS 1' END PROFILE I I / \ i t STEEL ALL THREAD BOLT HOOKS 1' LONG • X X •WIDTH OF END SECTION ALLTHREAD SPACING TO HE TWO PER FOOT EX. 12" END SECTION - 2 ALLTHREAD 24" END SECTION 4 ALLTHREAD (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 JAN 2000 STANDARD PLAN APPROVED '�Ja^' °� � _ KENT .WARD, AMILTON COUNTY SURVEYOR DATE 0 "o§ ()t4 T o oo� -A(D.1 NO Low** �-- •�G�STER ' -.' =: 10000075 � -••. STATE OF � qN4. � I l l l l l l l 1111���� 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 neg (ar THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 301 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp . com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering C\.2 Z Q) O I H C:D W � � d CD � a� � o z � z O � Q � Z w W IF OFFICE OF THE HAMILTON COUNTY. SURVEYOR. ' LAKE CROSS - SECTIONS OPTION 3 EASEMENT 15' MIN. 2' FREE UARD MIN. NORMAL POOL 100 YEAR EMERGENCY 5 2' SPILLWAY AT 100 YEAR 1 co 3 ' 10' USE OUTLET OPTION 3 (DRAWING NOT TO SCALE) HAMILTON COUNTY' SURV.EYOR'S OFFICE'. - REVISED= 1 JAN -2000 STANDARD PLAN APPROVE.D' �4 D_8 OFFICE OF THE HAMILTON � CO :t1'.NTY . - .St�R.VEYOR� NOTE • Ei' STEEL FENCE ( "T „) POST . EXTENSION TO BE SECURED TO STEEL POST'. . IN 2 LOCATIONS ' CAP TAPE _ 'TEMPORARY EXTENSION ABOVE GROUND - • TO HE REMOVED UPON CONNECTION TO.. . HOUSE. ALL MEASUREMENTS TO BE MEASURED • FROM BACK OF CURB. Z EXTENSION SECURED IF EXTENSION IS NOT UTILIZED, IT IS TO HE � TO .STEEL POST CAPPED BELOW GROUND LEVEL. •. � LATERAL LOCATIONS SHALL BE STAMPED PROPOSED ig,. . GRADE ON CURB. (SEE CURB STAMP DETAIL) - p r p D r V V r - li •8 WASHED GRAVEL•' OR CLASS "A” �� °� WASHED STONE � o • REDUCING T \/ / REQUIRED MINIMUM SLOPE 0.30% -�► MINIMUM 4" SSD .MIN. • 12" MIN. • 16" MAX. MINIMUM 6" SUB SURFACE DRAIN . D -PIPE DIAMETER ..TYPICAL SSD LATERAL. TO INDIVIDUAL LOTS ALONG .STREETS . - (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S . OFFICE • � REVISED 1 JAN 2000 STANDARD PLAN APPROVED: '�.1�•'� ° °' •, _� KENTOr C. WARD, H ILTON COUNTY SURVEYOR ,PATE . SSD ' KENTON C. WARD, AMILTON COUNTY SURVEYOR -DATE i 1 i i 4 i , , OFFICE OF THE HAMILTON COUNTY SURVEYOR ASTINC FRAME AND COVER AS SPECIFIED NON - ASPHALTIC MASTIC OR BUTYL RUBBER � SEAL BETWEEN JOINTS. N � ,;, -•�i• • :,.••: PRECAST CONCRETE ADJUSTER RINGS IF �'''��' NEEDED (12 INCHES OF RINGS MAXIMUM). 24" DIAMETER ••jX•' °, • • - • . - - • •',•, •'`�;� ECCENTRIC GONE OR REDUCER ' ''' . • . ��'• CAP AS REQUIRED 13Y SITE �'��� • •' ''� CONDITIONS. CONE TOP TO �'�=• � � MATCH ADJUSTING RING PROFILE. FULL HEIGHT MANHOLE '�• ::•' STEPS AS SPECIFIED. 5" MINIMUM ?��: ..� �•' MANHOLE CONFORMS '�r - V r•.•� TO ASTDd 478 O-RING GASKET NON• H ASPHALTIC MASTIC OR 48'• DIAMETER PRECAST BUTYL RUBBER SEAL '�'• •�' AT JOINTS. ' � =••� CONCRETE SECTION PREFORMED HOLE TO MAXIMUM OF PIPE O.D. •ti" WITH BENCH WALLS AT MINIMUbI '� '•; NON-SHRINK CEMENT GROUT. %Z" :'ER FOOT SLOPE. BENCH ��� _ '• ' � �•�` WALi:S TO BE CONSTRUCTED TO SPRING LINE OF PIPE. • . • • `•; ' ' :.' NOTE' �'� ' ••' � "' '•• ''' STRUCTURES ARE TO BE ''= •• •' '` :• • '; ••'' ::'' GROUTED FULLY. TROWELED �'' • �'•'•� ••- '-- " ��'••• ' `'` SMOOTH AND BRUSH FINISHED. • ' "••� ' ''•' • REINFORCED BAR PRECAST RASE c :••.':•: ••.::••.:':•::':�:: ••.:�••. %••..• :::• '':�:r�• =• �`4 0 12" ON CENTER OR 8" OR 8" PER SECTION �'•�'`•�''�''�`•�'•�'•�''''' .�•• APPROVED ALTERNATIVE 3" MINIMUM —r-ON MANHOLE RASE SET S" OF #2 STONE STANDARD MANHOLE FOR PIPE SIZES 12" THRU 24" (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 FEB 2002 STANDARD PLAN APPROVED •- - � 2 � KENTON C.. WAR AMILTON COUNT SURVEYOR ATE D-20 AN--CHOR o. web .got L L r OFFICE OF THE HAMILTON COUNTY SURVEYOR FOR CON'CRETE END SECTIONS - SIDE PROFILE TOP VIEW 1` STEEL ALL THREAD 1' LONG I � %2" MIN. DIAMETER .. »�..... - - - - -- - ...... STEEL NUTS & WASHERS 1' END PROFILE I I / \ i t STEEL ALL THREAD BOLT HOOKS 1' LONG • X X •WIDTH OF END SECTION ALLTHREAD SPACING TO HE TWO PER FOOT EX. 12" END SECTION - 2 ALLTHREAD 24" END SECTION 4 ALLTHREAD (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 JAN 2000 STANDARD PLAN APPROVED '�Ja^' °� � _ KENT .WARD, AMILTON COUNTY SURVEYOR DATE 0 "o§ ()t4 T o oo� -A(D.1 NO Low** �-- •�G�STER ' -.' =: 10000075 � -••. STATE OF � qN4. � I l l l l l l l 1111���� 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 neg (ar THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 301 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp . com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering C\.2 Z Q) O I H C:D W � � d CD � a� � o z � z O � Q � Z w W ' KENTON C. WARD, AMILTON COUNTY SURVEYOR -DATE i 1 i i 4 i , , OFFICE OF THE HAMILTON COUNTY SURVEYOR ASTINC FRAME AND COVER AS SPECIFIED NON - ASPHALTIC MASTIC OR BUTYL RUBBER � SEAL BETWEEN JOINTS. N � ,;, -•�i• • :,.••: PRECAST CONCRETE ADJUSTER RINGS IF �'''��' NEEDED (12 INCHES OF RINGS MAXIMUM). 24" DIAMETER ••jX•' °, • • - • . - - • •',•, •'`�;� ECCENTRIC GONE OR REDUCER ' ''' . • . ��'• CAP AS REQUIRED 13Y SITE �'��� • •' ''� CONDITIONS. CONE TOP TO �'�=• � � MATCH ADJUSTING RING PROFILE. FULL HEIGHT MANHOLE '�• ::•' STEPS AS SPECIFIED. 5" MINIMUM ?��: ..� �•' MANHOLE CONFORMS '�r - V r•.•� TO ASTDd 478 O-RING GASKET NON• H ASPHALTIC MASTIC OR 48'• DIAMETER PRECAST BUTYL RUBBER SEAL '�'• •�' AT JOINTS. ' � =••� CONCRETE SECTION PREFORMED HOLE TO MAXIMUM OF PIPE O.D. •ti" WITH BENCH WALLS AT MINIMUbI '� '•; NON-SHRINK CEMENT GROUT. %Z" :'ER FOOT SLOPE. BENCH ��� _ '• ' � �•�` WALi:S TO BE CONSTRUCTED TO SPRING LINE OF PIPE. • . • • `•; ' ' :.' NOTE' �'� ' ••' � "' '•• ''' STRUCTURES ARE TO BE ''= •• •' '` :• • '; ••'' ::'' GROUTED FULLY. TROWELED �'' • �'•'•� ••- '-- " ��'••• ' `'` SMOOTH AND BRUSH FINISHED. • ' "••� ' ''•' • REINFORCED BAR PRECAST RASE c :••.':•: ••.::••.:':•::':�:: ••.:�••. %••..• :::• '':�:r�• =• �`4 0 12" ON CENTER OR 8" OR 8" PER SECTION �'•�'`•�''�''�`•�'•�'•�''''' .�•• APPROVED ALTERNATIVE 3" MINIMUM —r-ON MANHOLE RASE SET S" OF #2 STONE STANDARD MANHOLE FOR PIPE SIZES 12" THRU 24" (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 FEB 2002 STANDARD PLAN APPROVED •- - � 2 � KENTON C.. WAR AMILTON COUNT SURVEYOR ATE D-20 AN--CHOR o. web .got L L r OFFICE OF THE HAMILTON COUNTY SURVEYOR FOR CON'CRETE END SECTIONS - SIDE PROFILE TOP VIEW 1` STEEL ALL THREAD 1' LONG I � %2" MIN. DIAMETER .. »�..... - - - - -- - ...... STEEL NUTS & WASHERS 1' END PROFILE I I / \ i t STEEL ALL THREAD BOLT HOOKS 1' LONG • X X •WIDTH OF END SECTION ALLTHREAD SPACING TO HE TWO PER FOOT EX. 12" END SECTION - 2 ALLTHREAD 24" END SECTION 4 ALLTHREAD (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 JAN 2000 STANDARD PLAN APPROVED '�Ja^' °� � _ KENT .WARD, AMILTON COUNTY SURVEYOR DATE 0 "o§ ()t4 T o oo� -A(D.1 NO Low** �-- •�G�STER ' -.' =: 10000075 � -••. STATE OF � qN4. � I l l l l l l l 1111���� 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 neg (ar THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 301 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp . com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering C\.2 Z Q) O I H C:D W � � d CD � a� � o z � z O � Q � Z w W i 1 i i 4 i , , OFFICE OF THE HAMILTON COUNTY SURVEYOR ASTINC FRAME AND COVER AS SPECIFIED NON - ASPHALTIC MASTIC OR BUTYL RUBBER � SEAL BETWEEN JOINTS. N � ,;, -•�i• • :,.••: PRECAST CONCRETE ADJUSTER RINGS IF �'''��' NEEDED (12 INCHES OF RINGS MAXIMUM). 24" DIAMETER ••jX•' °, • • - • . - - • •',•, •'`�;� ECCENTRIC GONE OR REDUCER ' ''' . • . ��'• CAP AS REQUIRED 13Y SITE �'��� • •' ''� CONDITIONS. CONE TOP TO �'�=• � � MATCH ADJUSTING RING PROFILE. FULL HEIGHT MANHOLE '�• ::•' STEPS AS SPECIFIED. 5" MINIMUM ?��: ..� �•' MANHOLE CONFORMS '�r - V r•.•� TO ASTDd 478 O-RING GASKET NON• H ASPHALTIC MASTIC OR 48'• DIAMETER PRECAST BUTYL RUBBER SEAL '�'• •�' AT JOINTS. ' � =••� CONCRETE SECTION PREFORMED HOLE TO MAXIMUM OF PIPE O.D. •ti" WITH BENCH WALLS AT MINIMUbI '� '•; NON-SHRINK CEMENT GROUT. %Z" :'ER FOOT SLOPE. BENCH ��� _ '• ' � �•�` WALi:S TO BE CONSTRUCTED TO SPRING LINE OF PIPE. • . • • `•; ' ' :.' NOTE' �'� ' ••' � "' '•• ''' STRUCTURES ARE TO BE ''= •• •' '` :• • '; ••'' ::'' GROUTED FULLY. TROWELED �'' • �'•'•� ••- '-- " ��'••• ' `'` SMOOTH AND BRUSH FINISHED. • ' "••� ' ''•' • REINFORCED BAR PRECAST RASE c :••.':•: ••.::••.:':•::':�:: ••.:�••. %••..• :::• '':�:r�• =• �`4 0 12" ON CENTER OR 8" OR 8" PER SECTION �'•�'`•�''�''�`•�'•�'•�''''' .�•• APPROVED ALTERNATIVE 3" MINIMUM —r-ON MANHOLE RASE SET S" OF #2 STONE STANDARD MANHOLE FOR PIPE SIZES 12" THRU 24" (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 FEB 2002 STANDARD PLAN APPROVED •- - � 2 � KENTON C.. WAR AMILTON COUNT SURVEYOR ATE D-20 AN--CHOR o. web .got L L r OFFICE OF THE HAMILTON COUNTY SURVEYOR FOR CON'CRETE END SECTIONS - SIDE PROFILE TOP VIEW 1` STEEL ALL THREAD 1' LONG I � %2" MIN. DIAMETER .. »�..... - - - - -- - ...... STEEL NUTS & WASHERS 1' END PROFILE I I / \ i t STEEL ALL THREAD BOLT HOOKS 1' LONG • X X •WIDTH OF END SECTION ALLTHREAD SPACING TO HE TWO PER FOOT EX. 12" END SECTION - 2 ALLTHREAD 24" END SECTION 4 ALLTHREAD (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 JAN 2000 STANDARD PLAN APPROVED '�Ja^' °� � _ KENT .WARD, AMILTON COUNTY SURVEYOR DATE 0 "o§ ()t4 T o oo� -A(D.1 NO Low** �-- •�G�STER ' -.' =: 10000075 � -••. STATE OF � qN4. � I l l l l l l l 1111���� 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 neg (ar THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 301 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp . com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering C\.2 Z Q) O I H C:D W � � d CD � a� � o z � z O � Q � Z w W r OFFICE OF THE HAMILTON COUNTY SURVEYOR FOR CON'CRETE END SECTIONS - SIDE PROFILE TOP VIEW 1` STEEL ALL THREAD 1' LONG I � %2" MIN. DIAMETER .. »�..... - - - - -- - ...... STEEL NUTS & WASHERS 1' END PROFILE I I / \ i t STEEL ALL THREAD BOLT HOOKS 1' LONG • X X •WIDTH OF END SECTION ALLTHREAD SPACING TO HE TWO PER FOOT EX. 12" END SECTION - 2 ALLTHREAD 24" END SECTION 4 ALLTHREAD (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 JAN 2000 STANDARD PLAN APPROVED '�Ja^' °� � _ KENT .WARD, AMILTON COUNTY SURVEYOR DATE 0 "o§ ()t4 T o oo� -A(D.1 NO Low** �-- •�G�STER ' -.' =: 10000075 � -••. STATE OF � qN4. � I l l l l l l l 1111���� 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 neg (ar THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 301 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp . com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering C\.2 Z Q) O I H C:D W � � d CD � a� � o z � z O � Q � Z w W 0 "o§ ()t4 T o oo� -A(D.1 NO Low** �-- •�G�STER ' -.' =: 10000075 � -••. STATE OF � qN4. � I l l l l l l l 1111���� 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 neg (ar THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 301 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp . com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering C\.2 Z Q) O I H C:D W � � d CD � a� � o z � z O � Q � Z w W n z 0 0 N L� M N O N O O 00 N cfi 0 w xo ........... �P '6\STER . No. 10000075 s ?� STATE OF F..I A ..... A L sul"11111 00 _061% I / 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. Q COPYRIGHTED BY THE SCHNEIDER CORP. (2006) THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 301 Carmel, IN 46032 Telephone: 317.56 9.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS *LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering 8. Earth Work Balance 1/31/06 1238.V002 DRAWN BY: CHECKED BY: DCC EARTHWORK The Contractor shall confirm all earthwork quantities SPECIFICATIONS DRAWING FIDES: STORM SEWER SYSTEMS SHEET NO.: mad prior to start of construction. If an excess or C\2 1. SCOPE OF WORK � 0 shortage of earth is encountered, the Contractor shall w � 13. All mandrel testing shall be observed by a professional engineer STREETS H. Curing Concrete - Except as otherwise specified, 1. SCOPE OF WORK confirm with the Owner and Engineer the requirements representative for certification and a representative of the District. The work under this section includes all storm sewers, a cure all concrete by one of the methods described for stockpiling, removal or importing of earth. storm water inlets, and related items, including in Section 501.17 of the Indiana Department of A. Extent: The work required under this section consists of all excavating, filling, rough grading Minor adjustments to the grades may be required to 14. The ends of laterals are to be plugged tight with a braced plastic disc excavating nd backfillin , necessary o complete the y P Transportation Specifications, latest revision. and related items necessary to complete the work earthwork balances when minor excess material or or cap capable of withstanding a low pressure air test without leakage. work shown on the drawings. g 1. SCOPE OF WORK I. Bituminous Pavement - Hot asphalt concrete indicated on the drawings and described in the shortages are encountered. It is recognized by the 15. Bedding or flexible pipe shall be No. 8 crushed stone from 6- inches g P p 2. MATERIALS The work required under this section includes all q pavement shall be as specified in Section 403 specifications. The Contractor shall notify in P Y parties hereto that the calculations of the Engineer 9 below the pipe to 12- inches above the pipe. Bedding for rigid pipe shall concrete and bituminous paving and related items and must comply with Section 401.05 of P y 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 P P P g A. Storm Sewers necessary to complete the work indicated on drawings y P g the Indiana Department of Transportation errors, or omissions found on the plans or in P complished in accordance with the American Society of Y the pipe and from this point to 12- inches above shall be fill sand or and described in the specifications, including but not Specifications latest revisions. Pavia will not P g the field, before work is started or resumed. Civil Engineers Standards for such calculations. equivalent. Manholes shall be placed on no less than 6- inches of No. 8 1. Reinforced concrete sewer i e shall confirm P P limited to: be permitted during unfavorable weather or when Further, that these calculations are subject to the interpretations of soil borings as the physical limits crushed stone (bedding. to ASTM C -76 latest revision, with joints the temperature is 40 degrees F. and falling. 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 g p conforming o ASTM C -443 latest revision. g When storm pipe is submerged All streets, parking areas in contract limits P 9 Curbs and utters J. g Compacted Aggregate Subbase - the thickness shown performed under this section shall include: in finish grade and compaction permitted the contractor, 9 P P with 3271AC 3 -6 -9. Sidewalks and concrete slabs, exterior steps on the drawings is the minimum thickness of the g clearing and grubbing, removal of trees and and that all of these parameters may cause either an Sec. 9. (a) Sanitary sewers shall not be located within ten (10) feet of B. Manholes fully compacted subbase. Compaction shall be stumps (where required), protection of trees excess or shortage of actual earthwork materials to g 2. MATERIALS accom shed rolling b accomplished y g with a smooth wheeled to remain, stripping and storage of topsoil, fill complete the project. If such an actual minor excess or shortage of materials occurs, the any existing or proposed water mains, when measured horizontally from the outside edge of the sanitary sewer to the outside edge of an 9 Y 9 Y 1. Precast reinforced concrete manhole sections roller weighing 8 to 10 tons. Compact to 90% Standard Testing compaction and rough grading of entire P 9 9 9 site. g contractor shall contact the engineer to determine if adjustment can be existing and proposed water mains, unless the sanitary sewers and water and steps shall conform to ASTM C -478 latest _ A. Concrete - Concrete shall be read mixed concrete y compaction using Procedures. P 9 9 Along curbs, headers and walls and at all laced g P made to correct the imbalance of earth. main comply with the following: P y g revision. and shall be a mix of proportioned fine and coarse aggregates with Portland cement and water. not accessible to the roller, the aggregate 2. Excavated material that is suitable may be (1) The sanitary sewer and water main must cross with the sanitary 2. Casting shall be of uniform quality, free Minimum cement content shall be 6 bogs per cubic 9 P material shall be tamped with mechanical tampers used for fills. All unsuitable material and sewer and water main separated by a minimum of eighteen (18} inches from blow holes, porosity, ard spots, yard of concrete and maximum water content shall or with approved hand tampers. all surplus excavated material not required measured vertically from the outside edge of the sanitary sewer to the shrinkage distortion or other defects. The y be 5.5 U.S. gallons per sack of cement, including shall be removed from the site. The outside edge of the water main. (2) The in be shall be smooth and well cleaned by shot moisture in the aggregate. Slump for normal location of dump nd length of haul shall be P 9 crossing specified subdivision (1) must at a minimum -blasting or some other approved method. g y PP weight concrete shall be a maximum. of 4 inches 9 the Contractor's responsibility. TYPICAL SANITARY SEWER SPECIFICATIONS angle of forty -five (45) degrees measured from the center lines of the They shall be coated with asphalt paint and a minimum of 2 inches. the slump of machine TO BE USED FOR PRIVATE SEWER DEVELOPMENT sanitary sewer and water main. which shall result in a smooth coating, placed concrete shall be no less than 1-1/4 3. Provide and place any additional fill WITHIN 3 The conditions specified in subdivisions 1 and 2 must be (} P () (} tough and tenacious when cold, not tacky or inches nor more than 3 inches. Standard test material from off the site as may be CLAY TOWNSHIP REGIONAL WASTE DISTRICT maintained for a minimum distance of ten (10) feet from either side of brittle. They shall be gray iron meeting ASTM C -143 shall be used to measure slump. necessary to produce the grades required. the sanitary sewer as measured from the outside edge of the sanitary ASTM A -48 latest revision. Compressive strength of concrete at 28 days shall Fill obtained from off site shall be of kind REVISED MAY, 2002 sewer to the outside edge of the water main. be 4000 psi. All exterior concrete shall have and quality as specified for fills herein (b) A shorter separation distance than that specified in subsection (a) is 3. Joints - Manhole sections shall be jointed air entrainment of 5% to 8% by volume per ASTM C and the source approved by the Owner. allowed if the following is conducted within the separation distances with rubber type gaskets. The rubber type -260. Retempering of delivered concrete will not 4. The Contractor shall accept the site as he 1. Standard specifications 327 IAC 3 shall apply for all work and materials. specified in subsection (a): gaskets shall meet ASTM C -443 latest be allowed. Concrete shall be composed of: finds it and shall remove all trash, rubbish Inspection service shall be provided b Clay Regional Waste District. Y Y g The following specifications and construction plan details denote requirements (1) The sanitary sewers meet all water main pressure testing revision. When manhole and storm pipe are continuous) in water. y 1. Portland cement - Conforming to ASTM C -150, and debris from the site prior to starting excavation. for materials and installation methods per 327 IAC 3. requirements as described in 327 IAC 8- 3.2- 17(a). Type IA or Type IIIA. y B. Work not included: The following items of 2. Sanitary sewer pipe shall be PVC in accordance with ASTM D -3034 (2) The sanitary sewer shall be constructed of materials in conformance with one (1) of the following: C. SUBDRAINS 2. Aggregates: Conforming to ASTM C -33 related work are specified and included in other SDR 35 and ASTM 2321. PVC pipe shall have a grooved bell and (' ' ' } P p g (A) 327 IAC 8- 3.2 -8. 1. Perforated plastic pipe subdrains shall conform to ASTM F -405. 3. Water - Shall be clear and free from sections of these specifications: gasket. The pipe shall be made of PVC plastic having a cell classification of 124548. (B) Section 8(0)(1) of this rule. injurious amounts of oils, acids, alkalies, nyl Chloride (C) ASTM D2241 -96b, Standard Specification for Poly Vinyl 3. APPLICATION 9 materials or other deleterious 1. Excavation, grading and backfilling for utility ines y 3. PVC sewer fittings shall conform to the requirements of ASTM PVC Pressure -Rated Pie (PVC) Pipe, having a SDR (standard dimension substances. D- 3034 -89 specification. Fittings in sizes through 8" shall be molded in one piece with elastomeric joints and minimum socket depths as specified ration) of 21. (3)The sanitary sewers and water mains are no in contact. section of A. Permits and Codes - The intent of this ifications is that the contractor's bid on the spec B. Welded Steel Wire Fabric - Where required for 2. Storm drainage systems g y in sections 6.2 and 7.3.2. Fittings 10" and larger shall be molded or (4)Any sanitary sewer joints are compression type joints that are the work covered herein shall be based upon the concrete reinforcement shall conform to ASTM A185. 3. Sanitary ewer s stems y y fabricated in accordance with section 7.11 with manufacturers standard pipe placed equidistantly from the water main drawings and specifications but that the work shall comply with all applicable codes and C. Premoulded Joint Filler -Shall be of non bells and gaskets. Wall thickness of fittings shall be SDR 26 as defined in (5) The sanitary sewer and water main are laid on separate trench regulations as amended by any waivers. Contractor - extruding type meeting ASTM D -544 except that 4. Streets and paving P g section 7.4.1 of specifications. Gaskets for elastomeric points shall be shelves. shall furnish all bonds necessary to get permits P remoulded joint filler used in concrete walk molded with a minimum cross - sectional area of 0.20 square inches and q c No sanitary sewer manhole shall within eight f (} y a be t e g t (8) feet of a for cuts and connections to existing sewers. - construction may be either non extruding or 5. Water supply system conform to ASTM F -477 specification. water main as measured from the outside edge of the sanitary sewer resilient. 2. BENCH MARKS 4. All sanitary manholes shall be "precast concrete" manholes in manhole to the outside edge of the water main. B. Local Standards -the term "Local Standards" as used herein means the standards of design and D. Bituminous Pavement Materials - All materials accordance with ASTM C -478 and Section 720. 0 -rings shall conform to 17. Trench shall be opened sufficiently ahead of pipe laying to reveal construction of the respective municipal g P proposed for the construction of bituminous . Maintain carefully all bench marks, monuments and other C -443. Kent Seal or equivalent shall also be applied to all joints and obstruction, and' shall be properly protected and /or barricaded when left department or utility company. p y pavements shall comply with the Indiana Department reference points; if disturbed or destroyed, contractor between riser rings and castings. Manhole step spacing shall be no more unattended. of Transportation specifications, per latest shall contact engineer. than 16- inches. Manholes shall be air tested for leakage in accordance C. Existing Improvements - Maintain in operating revision. with ASTM C1244 -93, Standard Test Method for Concrete Sewer Manholes 18. No water shall be permitted to flow into the sanitary sewer system condition all active utilities, sewers and other 3. REMOVAL OF TREES by the Negative Air Pressure (Vacuum} Test. during construction. Contractor shall utilize a pump to keep the water drains encountered in the sewer installation. E. Compacted Aggregate Subbase: Shall be crushed level below the pipe. Pump discharge shall be directed to a storm outlet Repair to the satisfaction of the owner any damage stone or gravel. Crushed gravel shall be a A. Remove all trees and stumps from area to be A Installation and operation of vacuum equipment and indicating devices in accordance with state and federal laws and regulations (327 -IAC to existing active improvements. minimum of 35% crushed material. Chert shall be occupied b road and surfaced areas. Removal of P y must be in accordance with manufacturer's recommendations and 3- 6 -20). Any pipe entering existing sewers shall be plugged with screw limited to a maximum of 8% of the total. Material trees outside these areas shall only be done as performance specifications which have been provided by the manufacturer type mechanical, braced plug until such time as all tests on the sewers D. Workmanship - To conform to all local, state and shall be free from an excess of flat, elongated, noted on drawings or approved by the Owner. and accepted by the Engineer. The vacuum equipment must be capable of have been completed and the lines have passed all punch lists. national codes and to be approved by all local and thinly laminated, soft or disintegrated pieces; testing the entire manhole, including the casting and riser rings. state agencies having jurisdiction. and shall be free from fragments coated with dirt. B. All brush, stumps, wood and other refuse from the 19. All sewer laterals installed by the mainline Contractor shall be bedded Compacted aggregate shall be graded as follows: trees shall be buried onsite or removed to disposal areas B. With the vacuum tester set in place: the some as the main line sewer. E. Trenching - Lay all pipe in open trenches, except off of the site. Disposal by burning shall not when the local authority gives written permission SIEVE SIZE % PASSING be permitted unless proper permits are obtained 1. Connect the vacuum pump to the outlet port with the valve open. for tunneling. Open the trench sufficient ahead (where applicable). The location of on site bury 2. Draw a vacuum of ten (10) inches of Hg. and close the valve. 20. Forty -eight (48} hours notice shall be given to the District prior to the of pipelaying to reveal any obstructions. The 1 -1/2" 100 pits shall be designated by the owner or the start of sewer construction. Also, 48 hours notice shall be given prior to width of the trench shall be the inside pipe 1" 80 -100 " Engineer. doing any testing done on the sewer. diameter plus 24 inches for 12 inches above the p 3/4 70 -90 pipe. Sheet and brace trench as necessary to 1/2 55 -80 4. PROTECTION OF TREES C. Accepted standards for leakage will be established from the elapsed 21. Manhole castings shall be stamped SANITARY SEWER, Neenah Casting R 1642A protect workmen and adjacent structures. All trenching to comply with Occupational Safety and 9 P Y P #4 35 -60 #8 25 -50 A. General Protection: The Contractor shall be time for a negative pressure change from ten (10) inches to nine (9) or equal) and be self - sealing type. The casting flange shall be 34 inches and the iclear opening shall be 24 inches. Waterproof castings shall Y Health Administration Standards. Keep trenches #30 12 -30 responsible for the protection of tops, trunks inches of mercury. The maximum allowable leakage rate for a four 4 Y g () be Neenah R- 1916 -F1 and stamped SANITARY SEWER. free from water while construction is in progress. P 9 #200 5 -10 n roots of existing trees on the project site and g P J foot diameter manhole must be in accordance with the following: Under no circumstances lay pipe or appurtenances that are to remain. Existing trees subject to 22. The minimum slope for sewer acceptance is. in standing water. Conduct the discharge from 3. APPLICATION construction damage shall be boxed, fenced or trench dewatering to drains or natural drainage otherwise protected before any work is started; Minimum Elapsed Time for a Size of Pipe Minimum Constructed Slope channels. A. Grading - Do any necessary grading in addition to do not stockpile within branch spread. Remove Manhole Depth Pressure Change of 1 Inch Hg that performed in accordance with Earthwork interfering branches without injury to trunks and 8 -inch 0.40% F. Special Supports - Whenever in the opinion of the Section, to bring subgrades, after final cover scars with tree paint. 10 feet or less 60 seconds 10 -inch 0.28% Engineer the soil at or below the pipe grade is compaction, to the required grades and sections >10 feet but <15 feet 75 seconds 12 -inch 0.22% unsuitable for supporting sewers and appurtenances for site improvement. 5. HANDLING OF TOPSOIL >15 feet but <25 feet 90 seconds 15 -inch 0.15% specified in this section, such special support, 18 -inch 0.12% in addition to those shown or specified, shall be B. Preparation of Subgrade - Remove spongy and A. Remove all organic material from the areas to be For manholes five (5) feet in diameter, add an additional fifteen (15) provided as the Engineer may direct, and the otherwise unsuitable material and replace with occupied by buildings, roads, walks and parking seconds and for manholes six (6) feet in diameter, add an additional thirty 23. The Contractor shall provide measurements of the slope of the sewer contract will be adjusted. stable material. No traffic will be allowed on areas. Pile and store topsoil at a location (30) seconds to the time requirements for four (4) foot diameter for each manhole section as construction progresses. Such measurements prepared subgrade prior to paving. where it will not interfere with construction manholes. For all manholes deeper than twenty -five (25) feet. Engineer shall be certified by a Registered Land Surveyor or Engineer and be G. Backfilling - Bedding, haunching, and initial operations. Topsoil shall be reasonably free will determine the applicable minimum elapsed time. available on -site for observation by the Districts Inspector. No more than backfill for all RCP installations shall be B- Borrow - C. Compaction of Subgrade The first 6 inches below from subsoil, debris, weeds, grass, stones, ect. three manhole sections can be constructed in advance of such for structure backfill meeting the material the subgrade shall be compacted to at least 100 D. If the manhole fails the test, necessary repairs must be made and measurements. requirements of the INDOT. Bedding shall be placed of the maximum dry density as determined by the B. After completion of site grading and subsurface the vacuum test and repairs must be repeated until the manhole in the trench bottom such that after the pipe is provisions of AASHO T -99. Water shall be utility installation, top soil shall be replaced passes the test. 24. In the event the Contractor does not meet the minimum slopes, the installed to rade and line, there remains a 4 -inch g prevented from standing on the compacted subgrade. in areas designated on the erosion control plan sewer section and any other affected sewer sections shall be reconstructed minimum depth of material below the pipe barrel for seeding and /or sodding. Any remaining top E. If manhole joint sealants are pulled out during the vacuum test, the to meet such minimum slopes. P and a minimum of 3 -inch below the bell. For pipe D. Utility Structures - Check for correct elevation soil shall be used for finished grading around g g manhole must be disassembled and the joint sealants replaced. sizes 66- inches and larger, g the minimum depth of of all manhole covers, valve boxes and similar structures and landscaping areas. 25. Laterals are to be traced with a minimum size of 14 gauge wire from material below the pipe barrel shall be 6- inches. structures located within areas to be paved, and F. Manholes will be subject to visual inspection with all visual leaks being the w e to the terminus. The contractor for the building or home will Y g Bedding, haunching and initial backfill shall be make, or have made, any necessary adjustments in repaired. extend the wire from this terminus to the building cleanout adjacent to the com acted in 6 -inch maximum lifts to not less such structures. 6. DISPOSITION OF UTILITIES: building. than 95� Standard Proctor Density for the nit y entire e A. Rules and regulations governing the respective 5. Butyl rubber coating shall be applied around each manhole joint from depth of the material placed. The backfill shall be brought up evenly on both sides of the pipe for the E. Placing Concrete utilities shall be observed in executing all work 6- inches above to 6- inches below each joint. The appropriate primer shall full length of the pipe. Hounching shall extend to - 1. Subgrade Place concrete only on a moist, under this section. applied prior to applying the rubber coating. Inside joints to be filled the springline of the pipe. The limit of initial compacted subgrade or base free from loose wth precast plug material. with backfill shall be 6- inches above the springline. material. Place no concrete on a muddy or B. If active utilities are encountered but not shown 6. The manhole chimneys including all riser rings shall be sealed using Minimum trench width shall be the outside diameter frozen subgrade. 9 on the drawings, the Engineer shall be advised Infi - Shield Uniband or approved equal. Prior to placement, the top of the pipe plus 18- inches. Final backfill for all before work is continued. 4- inches of the manhole cone and casting frame shall be cleaned and RCP installations under and within 5 -feet of 2. Forms - All forms shall be free from warp, primed. The Uniband shall extend from 3- inches below the top of the pavement shall be B- Borrow for structure backfill tight enough to prevent leakage and C. Inactive and abandoned utilities encountered in cone section to 2- inches over the flange of the manhole casting frame meeting the material requirements of the indot and substantial enough to maintain their shape excavating and grading operations shall be be compacted in 6 -inch maximum lifts to not and position without springing or settling, reported to the Engineer. They shall be removed, 7. The casting elevations are set by plan. However, the castings are to be less than 95% Standard Proctor Density for the when concrete t placed. Forms shall be plugged or capped as directed by the Utility adjusted in the field by the Engineer's representative, should a discrepancy entire depth of the material placed. The backfill for clean and smooth immediately before Company and the Engineer. occur between plan grade and existing grade. New manhole ring and cover the top 6- inches of the excavation below the start concreting. D. It shall be the responsibility of each contractor shall be installed to establish grade. Maximum height of adjusting rings of the aggregate subbase of the pavement shall be No. 53 stone meeting the material requirements of to verify all existing utilties and conditions shall be 12- inches. the INDOT and shall be compacted to not less than 3. Placin Concrete - Concrete shall be 9 pertaining to his phase of the work. It shall 8. Backfill around all structures and all cuts under paved areas with 95% Standard Proctor Density. Final backfill for all deposited so as to require as little also be the contractors responsibility to contact granular material. Trenches opening within 5 -feet of paved roadways shall RCP installations greater than 5 -feet of pavement 9 P rehandling as practicable. When concrete is the owners of the various utilities before work be backfilled with granular material in accordance with Section 211. Backfll shall be clean fill material free of rocks larger than to be placed at an atmospheric temperature of is started. under sidewalks shall be granular, unless the walks are constructed a 4- inches in diameter, frozen lumps of soil, wood or P 35 degrees F. or less, paragraph 702.10 of minimum of 6 months after backfill has been in place. other extraneous material, compacted in 12 -inch the Indiana Department of Transportation P P 7. SITE GRADING: maxi mum lifts to not less than 90% Standard Specifications latest revision shall be 9. The Contractor shall be responsible for verifying that all state highways, Proctor Density for the entire depth of the followed. A. Grades: Contractor shall perform all cutting, city, and county permits have been obtained by the developer prior to start excavation. filling, compacting of fills and rough grading of construction. F. Concrete Curb required to bring entire project area to grade as H. Manhole Inverts - Construct manhole flow channels shown on the drawings. 10. The Contractor shall be required to furnish the developer's Engineer q p g TABLE 1 of concrete sewer pipe or brick, smoothly finished 1. Expansion Joints - Shall be 1/2 inch thick B. Rough Grading: the tolerance for sued areas g g• P with a set of prints, marked in red pencil, showing actual sewer location I�INII�UI� SPECIFIED TIME REQUIRED FORA 1.0 si P 9 and of semi - circular section conforming o the g inside diameter of the connecting sewers. Make premoulded between storm structures & curb. shall not exceed 0.04 feet plus or minus above and invert, to include lateral location, depth and length. Such as built prints must be received b the Engineer before the final contract payment P Y g P Ym changes in size or grade gradually and changes in 2. Contraction /Control Joints - Unless otherwise the established subgrade. All other areas shall can be authorized. The sanitary sewer laterals and stubs termination shall DROP FOR SIZE AND LENGTH OF PIPE INDICATED direction b true curves. Provide such channels y provided, contraction joints shall be sawed not exceed 0.10 feet plus or minus the established grade. All banks and other breaks in be indicated on the surface with a metal fence post set immediately above for all connecting sewers at each manhole. or scored joints spaced 10 feet on center, except for , intersection radii where joints shall be placed 5 o.c. grade shall be rounded at to and bottom. 9 P the said termination point. I. Subdrains -All subdrains shall be of the size C. Compaction Requirements: 11. All sanitary sewer lines upon completion will be required to pass a low Pipe Diameter Minimum Time, Length for Minimum Time for Longer Specification Time for Length (L) Shown, mints shown on the Ions and shall be constructed to the P grades shown. All drains constructed off -site as 3. Finish -Tamp and screed concrete as soon as placed, and fill any honey combed places. pressure air test. Said test shall be conducted according to ASTM 1417 -92 and shall be witnessed b an Engineer and a representative of y g p In. min: s Time, ft Length, S part of the outlet drain will be located as shown. „ Finish square corners to 1 /4 radius and 1. All building pad areas (engineered fill areas) the District. The testing shall be in accordance with Table 1. Add 0.5 100 ft 150 ft 200 ft 250 ft 300 ft 350 ft 400 ft 450 ft other corners to radii shown. shall be compacted to standards specified psig for each foot of water above the sewer line being tested. J. Utilities - It shall be the responsibility of each G. Concrete Walks and Exterior Steps by local and /or state building codes. 4 3:48 597 0.360 L 3:46 3:46 3:46 3:46 3:46 3:46 3:46 3:46 contractor to verify all existing utilities and All fill areas (pad or engineered) shall be compacted to at least 95 percent of the P P 12. Deflection tests shall be performed on all flexible* pipe after the final p p p 6 5:40 386 0.854 L 5:40 5:40 5:40 5:40 5:40 5:40 5:42 6:24 conditions pertaining to his phase of the work. It shall also be the contractors responsibility to P y 1. Slopes - Provide 1 /4 inch per foot cross maximum dry density (ASTM D- 1557). backfill has been in place at least 30 days. No pipe shall exceed a vertical (*The deflection of 5% deflection test results. *The following re considered 8 7:34 298 1.520 L 7 :34 7:34 7 :34 7:34 7:36 8:52 10:08 11 :24 contact the owners of the various utilities before slope. Make adjustments in slopes at walk fill should exhibit a maximum dry density y non - flexible pipes: concrete pipe, ductile iron pipe, and cast iron pipe ). 10 8:26 239 2.374 L 9:28 9:28 9:28 9:63 11:52 13:51 15:49 17:48 work is started. The contractor shall notify in intersections as necessary to provide proper drainage. of at least 105 cf, and have ayli liquid The deflection test shall be performed with anine -point mandrel. Proving writing the owners or the engineer of an changes, limit less than 50 and plasticity index of P y rings shall be available. Deflection test shall also be performed using a 12 11:20 199 3.418 L 11: 20 11• .20 11.24 14.15 17:05 19:58 22:47 25.38 errors or omissions found on these tans or in he P 2. Dimensions - Walks and steps shall be one less than 25. sandy fill must have less than 157o fines a #200 sieve. mandrel thot is 95% of the diometer of the inside of the pipe, and that 16 14 :10 168 5.342 L 14:10 14:10 17:48 22:15 26:42 31:09 35:36 40:04 field before work is started or resumed. course construction and of widths and -details passing the mandrel be pulled by hand. 18 17:00 133 7.682 L 17:00 19:13 25:38 32:03 38:27 44:52 51:16 57:41 K. Contractor to grout joints inside storm shown on the drawings. 2. For compaction requirements of paved areas, see street specifications. 21 19:50 114 10.470 L 18:60 26:10 34 :54 43:37 52:21 61 :00 69:48 78:31 structures where pipes enter or exit and between structure and casting. 3. Finish - Screed concrete and trowel with a 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 or 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" 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 34:00 86 30.788 L 61:17 76:55 102:12 128:12 1 153:80 1 179:29 205:07 230:46 cfi 0 w xo ........... �P '6\STER . No. 10000075 s ?� STATE OF F..I A ..... A L sul"11111 00 _061% I / 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. Q COPYRIGHTED BY THE SCHNEIDER CORP. (2006) THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 301 Carmel, IN 46032 Telephone: 317.56 9.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS *LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 1/31/06 1238.V002 DRAWN BY: CHECKED BY: DCC O SPECIFICATIONS DRAWING FIDES: N: \1238 \V002 \DWGS \V02- B \C901.DWG SHEET NO.: mad C\2 E � 0 d w � � � o z a z Ct Z DATE: PROJECT NO.: 1/31/06 1238.V002 DRAWN BY: CHECKED BY: DCC SHEET TITLE: SPECIFICATIONS DRAWING FIDES: N: \1238 \V002 \DWGS \V02- B \C901.DWG SHEET NO.: mad