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05070013 Civil Construction Plans
AREA AP NOT TO SCALE = 1-- 995 W w Z 993 I I M� GRAFTON STREET 996 998 997 BUCKLAND STREET BLOCK "S" TAGGERT POND 944 943 942 941 EXISTING 'JiIlage of WestClay SECTION 6001 N f } ` A W W 948 949 950 951 952 Cn Uj 947 953 946 954 945 955 BLOCK "T" 126TH STREET w w C!7 w M M 0 Q M SOELS Pv-q&P 959 961 963 960 962 958 964 957 965 956 966 BLOCK "U" SCALE: 1" cm 100' NOT TO SCALE GWINNETT STREET 981 979 Z w 977 Z w 980 978 a 972 974 976 Jw Yw 973 975 m V) BUCKLAND STREET w Uj w BLOCK "V" FIE, BEVERIDGE POND 0 Q 0 w 0 I 0 N +V+ O CD ,DO 10=0) Z� moo X 1=- W � U vw V) r 1 SEC. 29- T18N -R3E SECTIO 600 (CONST110MUCT101q\ I? Iq\ 0) M F"111 I L 0 9 D-9 Kim L OPEF: E' E IC ROADWAY DESIGN SPEED = 20MPH REVISIONS: 000 BY: DESCRIPTION: 6/20/05 999 C401, C402 1001 985 983 971 7/7/05 DCC ALL SHEETS 8/25/05 w LU w N 984 982 Uj 970 C302 —C303 MAINTENANCE OF TRAFFIC AND STRIPING PLAN C304 INTERSECTION DETAILS C401 —C402 SANITARY SEWER PLAN & PROFILE �- 969 C702 987 C801 = WOODLEY STREET o C802 SANITARY SEWER DETAILS C804 —C805 STORMWATER POLLUTION PREVENTION DETAILS & SPECIFICATIONS C806 Q "W" 968 988 986 BLOCK Z HALSEY GREEN 967 W W 948 949 950 951 952 Cn Uj 947 953 946 954 945 955 BLOCK "T" 126TH STREET w w C!7 w M M 0 Q M SOELS Pv-q&P 959 961 963 960 962 958 964 957 965 956 966 BLOCK "U" SCALE: 1" cm 100' NOT TO SCALE GWINNETT STREET 981 979 Z w 977 Z w 980 978 a 972 974 976 Jw Yw 973 975 m V) BUCKLAND STREET w Uj w BLOCK "V" FIE, BEVERIDGE POND 0 Q 0 w 0 I 0 N +V+ O CD ,DO 10=0) Z� moo X 1=- W � U vw V) r 1 SEC. 29- T18N -R3E SECTIO 600 (CONST110MUCT101q\ I? Iq\ 0) M F"111 I L 0 9 D-9 Kim L OPEF: E' E IC ROADWAY DESIGN SPEED = 20MPH REVISIONS: DATE: BY: DESCRIPTION: 6/20/05 DCC C401, C402 7/1/05 DCC C401, C402 7/7/05 DCC ALL SHEETS 8/25/05 BET ALL SHEETS C302 —C303 MAINTENANCE OF TRAFFIC AND STRIPING PLAN C304 INTERSECTION DETAILS C401 —C402 SANITARY SEWER PLAN & PROFILE C701 WATER DISTRIBUTION PLAN C702 WATER DETAILS AND SPECIFICATIONS C801 STREET DETAILS C802 SANITARY SEWER DETAILS C804 —C805 STORMWATER POLLUTION PREVENTION DETAILS & SPECIFICATIONS C806 HAMILTON COUNTY DETAILS PROJECT ENGINEER: CHECKED BY: DATE CHECKED: r,\.q D ELOP E T C�. 12821 E. NEW MARKET STREET, SUITE 200 CARMEL, INDIANA 46032 1377! 574 -3400 13171 574 -3919 FAX udc�� 12821 E. New Market Street Architecture Suite 100 Civil Engineering Interior Design Carmel, IN 46032 Environmental Engineering Land Surveying Telephone: 317.569.8112 Geotechnical Services Landscape Architecture Fax: 317.826.6410 GIS * LIS Transportation Engineering ww.schneidercorp.com Home Builder Services w CERTIFIED BY: BRANDON T. BURKE E —MAIL ADDRESS: bburke @schneidercorp.com © 2005, The Schneider Corporation 9 i 1 \ \ \ \\ \ \������o�N T„�e \max �� ......... �/,[) iii No. 10000075 STATE OF DATE: 7/01/05 JOB No. 1238.6002 SHEET (C]1(3(9 OF 22 FIDE NAME: N:\1238\6002\DWGS\C100.DWG INDEX SHEET No. DESCRIIa ION C100 COVER SHEET C101 DEVELOPMENT PLAN C102 STORMWATER POLLUTION PREVENTION PLAN C103 TRAFFIC CONTROL PLAN C201—C204 STREET PLAN & PROFILES C301 IENTRANCEPLAN C302 —C303 MAINTENANCE OF TRAFFIC AND STRIPING PLAN C304 INTERSECTION DETAILS C401 —C402 SANITARY SEWER PLAN & PROFILE C701 WATER DISTRIBUTION PLAN C702 WATER DETAILS AND SPECIFICATIONS C801 STREET DETAILS C802 SANITARY SEWER DETAILS C804 —C805 STORMWATER POLLUTION PREVENTION DETAILS & SPECIFICATIONS C806 HAMILTON COUNTY DETAILS C901 SPECIFICATIONS udc�� 12821 E. New Market Street Architecture Suite 100 Civil Engineering Interior Design Carmel, IN 46032 Environmental Engineering Land Surveying Telephone: 317.569.8112 Geotechnical Services Landscape Architecture Fax: 317.826.6410 GIS * LIS Transportation Engineering ww.schneidercorp.com Home Builder Services w CERTIFIED BY: BRANDON T. BURKE E —MAIL ADDRESS: bburke @schneidercorp.com © 2005, The Schneider Corporation 9 i 1 \ \ \ \\ \ \������o�N T„�e \max �� ......... �/,[) iii No. 10000075 STATE OF DATE: 7/01/05 JOB No. 1238.6002 SHEET (C]1(3(9 OF 22 FIDE NAME: N:\1238\6002\DWGS\C100.DWG NOTE: NO KNOWN PUBLIC WATER SYSTEMS WITHIN 50' OF -PROPOSED SANITARY SEWERS. NO F.E.M.A. OR D.N.R. MAPPED 100 YEAR FLOODWAY OR FLOODPLAIN PER HAMILTON C UNTY, IN, MAP NUMBER 18057CO2026F. CLAY TOWNSHIP REGIONAL WASTE DISTRICT SANITARY SEWER STRUCTURE NUMBER PREFIX: VWC_W_000 (Village of WestClay - West- Structure number) I I NOTE: STORM SEWER CASTINGS TO BE LABELED "DUMP NO WASTE DRAINS TO WATERWAY __J 6 23 -C ... ....... ..... .... -"GRAFTON STREET i4_ + - - _- --- --- --- ... ..... ............... 44;__ _ ..... ...... C-D" 111 " , 1 __." - ___ � '- .... .... ....... .. 1?!I C14 '=906.101C UR1 EX. TC 9 q 90 T `Z� C) 4- . ..... .. -1. SO C N STREET f C7 )e 9 yd W, st G I GRAFTO U P .......... .. ... ...... . - - -- -------------- [J /C P ',3Q:!:,2 X LLJ tv 4- 9 o ...... . ...... . . F E- fS T1 �-T_I_QN: -6 -0-. I, _4 - -------- - f f . ................... _J M r I "J, U 0 < U Y rZl oqX 1 RCP X U V X M co C:� v 64 r X; V z 2- X i RCP I i-A ;L ......... --------- ---- ..... . ...... ...... ................. .. . . ....... . ... ..... . .. B L U V D (El 2 ...... . .............. A 03 00 Q 9-1; . I a . �: - S X .4 10 < . ..... . .... KO Q�,-_T -N, ��B GO, LJ j 101 DU&SE 12�� 3L q X 12' BL 10' DU&SE 121 BL 9 DIJI&SE U, q Z, I &SE 7 1 Ni 0 UY -0 12 J4 1 12' DU&SE x GNINNETT '�j 4# > M 9 -DR/ '24 F_ >< F:�! ;:;,j I I ALLE (PRIVATE) =11111111 X 9 0,___.1 X 1--, 90-115 904�5 X X C"i Z+ .. .......... ............... LLJ . . ............ I KLL I EX.TC=906.16i C - - - - ----- -- . . . . . ... ..... ........ 1. U4 0 EX.7Sw LLJ 00 EX. TC=907.60 EX. 06 0 RCP i EX. 15 CD <D 12 U ALLE� ESMT 12' ALLEY E UT V --T __V1 If 10' DU&S cl� 12' DU&SE 12' BL I L P I Z UL V) LLJ r f LI-J C) M -9 Cq C14 (00 1'\ M aj 971 995 996 99 98 M 994 og. 999 000 001 7 MX C, FM 07- 5 co 85' LLJ U-) UJ z Z� 'TIAL VW-- mtt�-qai MFF FE 911.1 MIFFE-91 13' MFFE=911.4 MFFE=911.4 M FFE= 911.1 MFFE=910.6' .150' F/W, f C) 1.00% C�4 LLJ E=91l0'i.j1-` 'MF Cn TC= 00 X 105.69636 L.*-r- EX. f 1p- RCP 2 8' 50' 3j/w a) a) 11 r L'j 9 81 ___979 �,,-978 977 �F� �12 5 CD F-F _Cz) EX. TC=908.27 982 4EX. 21 RCP UJ L 9 �83 C:, p"I -362' OF C) CD 84 -.1 - 5 -5 0 i ALLEY ESMT 985 970 12' ALLEY ESVT 18" PVC , , 11 U 6" SSD C"i MFFE=907. XIS AG PS1 E RGY, IN co F MFFE=907.2 V) t 5P_ - 01 MFFE=906.811 P� ;U. t 27R MEFE=909.1 MFFE=908.6 MFM=908.1 MFFE=907.7 Lr) 1p, FU MFIFE=908.1 X 007.7 TILItY EASEME INSTR MFFE=907.7 000 2-3) T 5165 & MEL 01.7 0 U 2' SE ESMT RKS, 2.89/ �L44)LC=907.16 LLEY ESMT 12' ALLEY CD U& -1-2 A ..0 UTIEITY, UJ 1 LLEY ESM 12' 4LEY ESM 9 JQ7 K 8. 1 E 12 BL EX. T�=907.011 10' DU F 9 0 5.4 �s 1 I Lli C4 A C) 4 1.00% 214' OF 8" PVC TC=90 1 C�l CD CD 12' A RHE t 6, C> X Cn X W C) '-�-00729J=�--,.'� �NSJ # 00 0i J 790&79� 20046 U') 969 => _12' A_LLE- FY Y=CIM Rfi MFFE�907.7 Ln Y ESMT LLEYI ESMTg '01 .5 ARTIAL )Lw.%� Cn C3 CID CD 2+00 IR 4-- cl- -C-.4 CD T X 0. '01 - X c= Z> U t 04 01 0 4 _CD 1+00 WOODLEY /0.00 >< 4 S �3 5 + A STR X X lc� EET IX 1 11 )4 C"i X C> 90 UJ .*._ 46- 0 >< CD 1EX. TC=9D3.86 W 95 -+-- - I R�/W I I X M 1 F1904.4 i 4- - C-) cli I C 93 99 991 990 9 088\ -C-4 .0 2 89 987 986 968 C-4 7 1 M 'T1 'M��3 �41 972' 973 974 975 976 1 2 �8' M 'E=907.2 MFFE=9 LOUK 09"' B >< MFFE=907.7 MFFE=907.7 6. C) UJ ,4uafi ... Q.-) LLJ 6. F UJ 7.9 MFFE4910.0 MFFE=909. =910.3 LxMFFE=910.4 % = 128' OF FP G�4 MFPG- PVC MFPG=901.7 `904.2 MFPG=904;"2 MFP`G En co --F MFFE=909.7 MFFE=910.2 MFFE=910.2 MFFE -E!9 24" RCP 8" UFPG=901.7 7 r b 0' DIJ& Lr) .5 907.3 CR4 --� ��_ R - MFFE= 0 12' BL ccl:� I C-4 R07, 12' DU&SE DU&SE SE ccDn C 0 2 178 L3,= 12' DU SE 10' DU& _X. lo" REP t X r - -q, EX. TC=905 80 =905 �tvl 10' Db& 0'\ X S E 12' BL S E x 1 DMSE I EX.TC 0 J7 12' 13L J� I T, X TC 6.10 J EX. T 4 EX, IC=90 EX. 8" PV EX. TC=904.8o21n EX. ITC=965.18 47 - - - - - - - - - - - -- 00 r-A.r EX. TC�9045711111:�- 9+0 14+ '-----1-3+_ V_ - 10+00 -co L1__ 'Q r. 1 11 R 18+009 0 8 P QO B L; PC 19+34.61 19+00 UCKL EX. 1'�`,,RCP K!J.' 1+00-0 19" 16+ 15+ 00 00 10+47.11 �3 1 r BUCKLAND P4 LAJ 13+ !\"7.11 ND 17+07.11/1 35' 2" ire �902.11 CN LL RCP (905�3�4 C) CD 9 CD A - 00 STREET 15+� �4. 1 12+4 V-TC=902.1,1 .82 EX. 12 RCP -,STREET.. EX. TC=904.57 CID X X 0 -7 �i C231 C> EX/1 2" f -4- -#-- Fy TC=903.70 il�� C�l + -F- 905.4 EX. X I - 14 90 12' DILI&SE L IL 41 ��g7.7 10' DU___ 12' if .... I ;,� =F_:�� 0. 12' B 10' DU X X.TC=905.50 C14 0 X\ X 7 --L0.8 =D T CD C: CY) C5 M 04 Cr LLJ n A LL1 LLJ RCP C-,J CID cl� R vV f L0 CC) CD 90 f >< EX. IE=995.20 LLJ V if -c,,, \ a , 11 - >< CD f f I X r _7 2 8' .3 Q) CD LLJ /W z_ X F F 95' PARTI�� R 8 952 1 900 962 BL CK _0 �4 949 95 951 X 9'59 960 H1 963 1 M 0 �9 5.5� r- X1 I-- ILLI r% r 6" SS CD C3 X 9 19 01 98 - -- ------ CY) Cy) CD GERT PO CD 903 55� ...... "2 -MFFE=906.7\,,, _MFFE=907.3 -MFFE=907.3 U >< llu MFFE=906.9 MFFE=906.4L, 9 U. 0 n2 C01:11 X CD P MFE=907.8 MFFE=907.8 MFFE=907.2 EX. IE=8 .5 MFPG=901 r, 0 -7 94 1 EA5tMENI I N41 CN4 c-� U & S E 12' ALLLY �-t�;M r X 0,4 TC=905.29 2002000516 �'&PIA�, C,4 L. C114 C7, 47�1 12' ALLEY ESMT POND 8 UTILITY ALLEY ESMT 12' ALtEY-ESIVIT - - - '_ - - - . - - - I T, 1 411 f 7�- r--i EASE -_NT CO NORMAL POOL= A 895.2 C5 MFFE=907.6. INSTR. 32 7F2, P-) ..... fl4y TC 903,01L4 ......... ) EX TOP OF BANK=901.7 MFPG=904.21 9 00.6 cn Ld 15 C) V LL 100 YEAR=899.7 it> 12' ALLEY . f -, -7 LEY ES 903.64-, Cl- C) 12' ALLEY ES /ALLr- E' LLJ -I Z ALILL Y L3M 1 C) 901. P A UJ C:) BOTTOM=887� a_ Qf 0- CD I V X L) UJ 8 9 943 947 q5.3 M V) C) 958 BLOCK v _X C> 9. F5 MFFEAP5 C=> X CD ND E� MFFE=905.5 MFFE=907.4 MFFE=907.2 MFE=905.5 0-4 111-7 Cn CU�WRT MFPG= gni.7 C-4 904.41 MFPG=904.2 c (�, ;l , I BEVERIDGE PO X IE=�V.Tq; C,4 Cn 9 '2. V DU &SE 0 1 5 L.Li Cn L.Li 2 8' 46 co 954 942 9 46 L_U F --F 9 X 14 S, D C,4 8 9. MFFE=907.2 MFFE=905.1 MFFE=905.4 MFE=906.8 MFFE=905.1 CD EX. IE=895.20 _�5 R/ 1 0 0.4 8 59� 00 MFPG=901,k I V __47�0 �17 MFPG=904.2 f f 4 X 905.71 1902.91 1"LE-1 IT T904.6 _8J LLJ I TC=902.77 C/) 91 6" SS9 M M f I EXISTING PSI ENERG' >< UJ C1_J CD MFFE=904.5 UTILITY EASEMENT IN 9 V) 945 95t) 941 -,MFFE=.904.8 i'27 P_ MFFE:�M6.7 C\ a)) nLo X MFPG=901 * K/ ", - ... IMFFE=906'.� MFFE:'--�04.5 V 200200 51650 IN C'4 TY cr� EX, 902.00 2--61 [RFIBER WORKS, L.L.C. >< -90.55 MFPQ;;:904.22 EX, TC=902.00 �Vj 1.00% 15' RC RCP INSTR. # 20 D4. EX. 18 Rur x 1., �EX. 12" RC X . . ...... . ...... X . .......... ............. 3SD a- e) A 900� TC=900.40 L7_ 9 0 6 4 24-� ALLEY EX. TC=902.30---. 01,15 IL C ESMT DVC X. TC=901.20 ALlzE*-HMT [.,_ SSD RISER BLOCK T bull EX. 8- C cli UU&SE EIM U EX. FORCEMAIN EX. 5.0 6" SSD EX. TC=90J.9/ E-A. TC=9 IT 03.50 6" o 0, 24' ALLEY E_ MT, Q IfARY SEWE�OEA �06 ;SAt SEMEN 0 4. 6 EX. 8" PVC (3 TtT R;� X 1) 4. z -S-EWER 0SEMENT-�- A 10`;ASNALT-PAT[f 39' TAIEI 90110 777=ULDEF1 -IFC=900.40 77 PATH Y\ 4 I It:- T, EX. T16�904.70 F SAMITARY F, F 100' DECEL F 77T ASPHALT PAT1+_ L I 4L" ILI, I'll --- ------- 5PHALT PATH X X X" _11DUSTONE X r q %OULDR - - I ;�, .. . .... . .... rW "T X 7� X U I P ............. -- - - - - - ------- ---------- - - - LF -0, h -S TREE-1. 77 "R 1 T T...... ...... ...... 1 T,\ f '14 111 FR �.p ti 1-1 i __ 9 �7 zafI� PV IL4 `1ARK 4 4 1399. oo x _T 012 _;TJ i i , ,, '_ -I-- , X 4 a n. c) i,, I un i� Y 7 '15 4 1 q cj. .0 X 80 77-7 7 . ... .. imi 6 -P! J`9� X 8 0 _ _w �!! f r :,:�� �1_ i I - R ff 6-1".7 WA R L 0 1 91 NJ tit-17 YNT'A I �ME D F,� E3' R i S 90A 24 4 th il� 7 - * 1� _', __ !� - ii- - _%�_ ; t Mklif`l ")71`51 3� `6'2� A R -K 4 J T_/ k, .......... MIR, T .7 A E I EP-jiK+LN f - �i � CIX) R, -7 V .63 A X M A 90-11- . J Vi R -- , --:� 7.� - - - 34 Qi J I* _TTCL66_6- 17(1 I.P.., 7 )LE, Tiii T u2iAL 11 7 -q -u l ��rr7 90P to _U1 n� ....... . . ..... X R� WALK, C' T 2 J 9 0 .4- -IJ - Vz rt--. 44- 'A ;L -4 -Tl M F, WA _-MARK !a�__.=rj._ I eg qM_ U0 N-11-41 57% 9 02. IT 7F J 1�� I sm M 10 im V EN . . .. A X S L,,+v ci, r E Z Pi gig IN 4H U -.5 0 Xk PROJECT NO.: 7/1/05 1238.6002 DRAWN BY: Ld 00 11140r= I HOLEY MOLEY SAYS PLkN Existing Storm Sewer W Water Main MFPG Minimum Flood Protection Grade XREF: 8002BS.DWG ;(aHnqEHkA1L 1. ALL GRADES AT BOUNDARY SHALL MEET EXIS11NG GRADES. 2. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO 7. EXPANSION JOINTS AREA TO BE PLACED AT ALL WALK INTERSECTIONS AND BETWEEN WALKS AND PLATFORMS. SHEET NO.: DON'T New Storm Sewer Existing Trees Finnished floor Elevations Of All Structures VERIFY ALL EXISTING UTILITIES AND CONDIRONS �Wm SIDEWALK SCORES ARE TO BE EQUALLY SPACED BETWEEN V) DIG Existing Sanitary Sewer C> Vi Existing Gas Main Shall Be No Less Than 2' Above Any Adjacent PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF EXPANSION JOINTS, CONTRACTION JOINTS AND PERPENDICULAR TO SIDEWALKS AT 5' INTERVALS OR LfSS NTH E-----4 BLIND New Sanitary Sewer Existing Telephone 100 Year Locator Re ional Flood 1� Elevation THE VARIOUS U11LITIES FOR PROPER STAKE LOCATIONS FOR A CONTRACTION JOINT EVERY 20' OR LESS. TO V) LLJ n LLJ cr) (Whichever Is Greate r EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR 8. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION L0 L0 G 0 Existing Contour Existing Water Main li �� 04 SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF (D r 00 00 CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. C5 C5 �_z X Existing Elevation LL_J Existing Flowline ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR 9. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. New Pavement Grade .. ... .. .... . Existing Overhead Utilities RESUMED. 3. STANDARD SPECIFICATIONS FOR THE HAMILTON COUNTY 10. STANDARDS FOR WORKER SAFETY. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES. 1 1 F-M-El All Other Finish Grades Match Existing Grade s 12' Alley (Private Alley Easement) SURVEY OR SHALL APPLY FOR ALL STORM SEWERS. 4. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE 11. REMOVE AND BACKFILL ALL AREAS WHERE ANY FIELD TILE CROSSES PROPOSED HOUSE PADS. ALL FIELD TILES TO BE PERPETUATED INTO STORM SEWER Storm Structure Number .. ....... MFFE . ...... Minimum Finished Floor Elevation PER INFORMATION PROVIDED BY THE RESPECTIVE U11LITY COMPANIES. ALL U11LITY COMPANIES SHOULD BE NOTIFIED INTERCEPTED SYSTEM OR LAKE. THE SUBCONTRACTOR SHALL NOTIFY IN IN ANY "IT"S THE LAW" IPRIOR TO ANY EXCAVATION FOR FIELD LOCA11ON OF WRITING THE OWNER AND THE ENGINEER CALL 2 WORKING DAYS BEFORE YOU DIG Sanitary Structure Number 1 1 Above Hightest Lot Grade TBM #44 SERVICES. CIRCUMSTANCES WHERE THIS CANNOT BE ACCOMPLISHED. 1-800-382-5544 Flow Arrow 0 2' Chairback Curb with Gutter USGS BENCHMARK 'Y' 5. SERVICE WALKS SHALL BE NON-REINFORCED CONCRETE 4" THICK AND 4' IN WIDTH. 12. ALL FILL AREAS (ENGINEERED FILL) SHALL BE COMPACTED TO AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY (ASTM CALL TOLL FREE -------------- 6" Subsurface Drain CUT NORTH BONNET BOLT IN FIRE HYDRANT 6. 4' CONCRETE SERVICE WALK ACROSS FRONTAGE OF EACH LOT D-1557). FILL UNDER THE FOOTING SHALL BE COMPACTED TO AT PER INDIANA STATE LAW IS-69-1991. @ 2' Chairback Curb w/o Gutter EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE TO BE CONSTRUCTED BY OTHERS. LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY I D-1557). FILL SHOULD EXHIBIT A MAXIMUM DRY DENSITY OF AT LEAST 105 ASSUMED NORTH IT IS AGAINST THE LAW TO EXCAVATE VdTHOUT NOTIFY'ING THE UNDERGROUND 41' SSD Lot Lateral FARM ENTRANCE. (D 2' Valley Gutter ELEVATION - 893.39 PCF, AND HAVE A LIQUID LIMIT LESS THAN 50 AND PLASTICITY INDEX OF LESS THAN 25. SANDY FILL MUST HAVE LESS THAN 15 SCALE: 1 50 LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. Swale NOTE: PASSING A #200 SIEVE. ADA RAMPS ARE TO BE PLACED AT ALL 11. WATERMAIN VALVES SHALL NOT BE LOCATED UNDER PAVEMENT, SIDEWALK OR CURB. -A eff �rt� ill-:.=,�Uril��= 8f X l,.1 B WALK /CURB INTERSECTIONS. X U 11 0 14. AY : NONE 100 YEAR FLOODIPLAINS, FL�ODWAY FRIN E -AN - DD Nk -"GRAFTON STREET i4_ + - - _- --- --- --- ... ..... ............... 44;__ _ ..... ...... C-D" 111 " , 1 __." - ___ � '- .... .... ....... .. 1?!I C14 '=906.101C UR1 EX. TC 9 q 90 T `Z� C) 4- . ..... .. -1. 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TC=9 IT 03.50 6" o 0, 24' ALLEY E_ MT, Q IfARY SEWE�OEA �06 ;SAt SEMEN 0 4. 6 EX. 8" PVC (3 TtT R;� X 1) 4. z -S-EWER 0SEMENT-�- A 10`;ASNALT-PAT[f 39' TAIEI 90110 777=ULDEF1 -IFC=900.40 77 PATH Y\ 4 I It:- T, EX. T16�904.70 F SAMITARY F, F 100' DECEL F 77T ASPHALT PAT1+_ L I 4L" ILI, I'll --- ------- 5PHALT PATH X X X" _11DUSTONE X r q %OULDR - - I ;�, .. . .... . .... rW "T X 7� X U I P ............. -- - - - - - ------- ---------- - - - LF -0, h -S TREE-1. 77 "R 1 T T...... ...... ...... 1 T,\ f '14 111 FR �.p ti 1-1 i __ 9 �7 zafI� PV IL4 `1ARK 4 4 1399. oo x _T 012 _;TJ i i , ,, '_ -I-- , X 4 a n. c) i,, I un i� Y 7 '15 4 1 q cj. .0 X 80 77-7 7 . ... .. imi 6 -P! J`9� X 8 0 _ _w �!! f r :,:�� �1_ i I - R ff 6-1".7 WA R L 0 1 91 NJ tit-17 YNT'A I �ME D F,� E3' R i S 90A 24 4 th il� 7 - * 1� _', __ !� - ii- - _%�_ ; t Mklif`l ")71`51 3� `6'2� A R -K 4 J T_/ k, .......... MIR, T .7 A E I EP-jiK+LN f - �i � CIX) R, -7 V .63 A X M A 90-11- . J Vi R -- , --:� 7.� - - - 34 Qi J I* _TTCL66_6- 17(1 I.P.., 7 )LE, Tiii T u2iAL 11 7 -q -u l ��rr7 90P to _U1 n� ....... . . ..... X R� WALK, C' T 2 J 9 0 .4- -IJ - Vz rt--. 44- 'A ;L -4 -Tl M F, WA _-MARK !a�__.=rj._ I eg qM_ U0 N-11-41 57% 9 02. IT 7F J 1�� I sm M 10 im V EN . . .. A X S L,,+v ci, r E Z Pi gig IN 4H U -.5 0 Xk T. ox. G\ST 31 N o. 10000075 STATE OF DIA'W THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTEI I ECTUAL 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 13Y THE SCHNEIDER CORP.(2005)1 Schnei er THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 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 PROJECT NO.: 7/1/05 1238.6002 DRAWN BY: Ld 00 C:) DEVELOPMENT PLkN DRAWING FILES: C) r- 01 XREF: 6001-BS.DWG C> XREF: 8002BS.DWG XREF: 8501BS.DWG XREF: CA21.DWG, CA12.DWG, CA9.DWG E.. SHEET NO.: LLI CD En Elf �Wm V) C> Vi 0 C) C�) LLJ V) E-----4 M C) C-) [If C�o LLJ 0:� V) LLJ n LLJ cr) LLJ m �>- cl q) LLJ Ck� L0 L0 L6 S �Z�z � U-) Lr) li �� 04 (D r 00 00 C5 C5 �_z C-) L) LLJ LL_J T. ox. G\ST 31 N o. 10000075 STATE OF DIA'W THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTEI I ECTUAL 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 13Y THE SCHNEIDER CORP.(2005)1 Schnei er THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 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: PROJECT NO.: 7/1/05 1238.6002 DRAWN BY: DCC C:) DEVELOPMENT PLkN DRAWING FILES: N: \1 238\6 002\DWGS\Cl 01. DWG XREF: 6001-BS.DWG XREF: 6002-BS.DWG XREF: 8002BS.DWG XREF: 8501BS.DWG XREF: CA21.DWG, CA12.DWG, CA9.DWG E.. SHEET NO.: Q) C:> 0 E-----4 z DATE: PROJECT NO.: 7/1/05 1238.6002 DRAWN BY: DCC 'SHEET TITLE: DEVELOPMENT PLkN DRAWING FILES: N: \1 238\6 002\DWGS\Cl 01. DWG XREF: 6001-BS.DWG XREF: 6002-BS.DWG XREF: 8002BS.DWG XREF: 8501BS.DWG XREF: CA21.DWG, CA12.DWG, CA9.DWG XREF: T\5K\001\DWGS\547100lbs.DWG SHEET NO.: (C n Inky R 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 -WARNING THIS SHEET TO BE USED FOR STORMWATER POLLUTION PREVENTION PURPOSES ONLY. FOR ANY OTHER INFORMATION SEE DEVELOPMENT PLAN. CONTACT PERSON: KEVIN KRULIK BRENWICK DEVELOPMENT 12821 E. NEW MARKET ST., SUITE 200 CARMEL, IN 46032 574-3400 NOTE: ADD11IONAL STORMWATER POLLU11ON PREVENTION MAY BE REQUIRED IN THE FIELD BY HAMILTON COUNTY SURVEYOR'S 1OFFICE OR HCSWCD INSPECTOR NOTE: EARTH MOVING MAY NOT COMMENCE UNTIL ITEMS 1-13 OF "SPECIFIC STORMWATER POLLUTION PREVENTION PLAN NOTES it ON C804 HAVE BEEN COMPLETED IN ADDIT10N TO ITEMS DEPICTED ON PLAN. NOTE:: RULE 5 REQUIRES ALL DISTURBED AREAS THAT WILL POTENTIALLY BE IDLE FOR 15 DAYS OR MORE TO BE STABILIZED (SEEDED, MULCHED, ETC.) IMMEDIATELY. IRECEIVING WATER: J-W. BRENDLE DRAIN I Existing Storm Sewer New Storm Sewer Existing Sanitary Sewer New Sanitary Sewer Existing Contour SEE SHEETS C804-805 FOR ALL STORMWATER LLUTIO N PREVENTION PLAN DETAILS & NOTES 4 1q- X X '5 . ........ 0 y . . .... < B I X kl. M a K e efw� est0: 0 V 1 9 1 XGRAFTON STREET 3 47 A 6 f i GRAFTON STREET 9 .6 if i�[" EXISTI�!N GIg 1�mN ,11% %01 7/1/05 ulbb Existing Storm Sewer New Storm Sewer Existing Sanitary Sewer New Sanitary Sewer Existing Contour SEE SHEETS C804-805 FOR ALL STORMWATER LLUTIO N PREVENTION PLAN DETAILS & NOTES 4 1q- X X '5 . ........ 0 y . . .... < B I X kl. M a K e efw� est0: 0 V 1 9 1 XGRAFTON STREET 3 47 A 6 f i GRAFTON STREET 9 .6 if i�[" EXISTI�!N GIg 1�mN ASSUMED 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 TOL 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. a �7 9 -7 (:1 9 #1 - --------- ? 0 AN-f C 0 N S TR U C T1 0 IN \��, -- , .- - I 1�:: �J """, - �n I Ix I 7 "D 0, M .9 . .......... iiiaga WestClay . . . . ...... . ... -4. '79 J orz T q 1_� LIMITS .... ............ q f j 1.a JIC2* t 9( ......... . EXI,,$T1NA"`/' SECTION 60,01 1 7 REM - - - - - Z_ ........... r -6 F Im. , . . I . .... . ....... 4 X let X L A . . . . . . . . . . . . . . / �Ijr BLOCK . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................... . ..... . ...... . . . ......... .. . ... .......... . .. .......... IIII=I I sit % . . . . ------------ .. .. . ......... .......... . ......... ..... X I U .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Q . . . . . . . . ... . . . . . . ........ . ...... .. . ....... IIIIMI IIIMII 1111011110111 11=111 . . ..... ... ....... . ... . 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(D f'l r .4 _j . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . q, I D 7, 7 - =-- . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . cx . . . . . . . . . . . . . . . . . . . . T l- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . % -7�-7 . ' :%- - - - . w % . . . . . . % . . . . . . . . 4b. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9. C). 4 . . . . . . . . . . . . . . . . . . �4�"MLF'iA . . . . . . . . . . . . . . :% . . . . . . . . . . . . . . . . . . 4� 7 .... ......... ..... ......... �6 ........... ...... ................ . ........ ....... . . . . . [ 7 . : _' m 7AO ' _.. - - - - . . 7. _7� �4 % . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . A 8 908.6 . . . . . . . . . . . . . . . . . . . . . ...... . . . t W ODLEY 1 ............. .......... ... X 1 .................... .... 1 L . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . X 0 . . . . . . . . . . . . . % . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . " . . . . . . . . . . . . % . . . . . . . . . . . . . . . . . .. . %6' b I. - .,J e %1. . . . . . . .. I. < F- . . . . . . . . . . . . . .16 % . . . . . . . . . . . . . . . �A - . . . . . . % . . . . . . . . .. . . . . . . . . . . . % ..... *992-' 968-'-* ......... ............... ........... ....... % X�J` I ... j ... . ....... ...... ...... t ) ........ lix I il , , , , , I I I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I - - - - LIJ U X. . . . . . . . . . . . . . . . . . . . . r . . . . -, -, X -, -, -, - * -, - *.'.'.'.'. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....... ....... c... 93 1:1%1 % .......... C5 9 ou ............... ........... .............................. \ . ......... ... . . . . . . . . . . . . . kt; ;�7 !7 i., V) . . . . . . . . Qf % f2f LLJ C) LLj .... ............ .................. .............................. ....... . . . . . . . . . . . . . . . . . . . . . . . . . . . V -6 . . . . . . . . . LLJ . . . . . . . . . . . . . . . . . . . . C:j V-) . . . . . . jb . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . % I . . - , , 4. , % . . . . . . . . . . . . . . . . . . ... ............... -E. %J ......... .. C) ED % 8 0 of ............ 1% It E .............. ......... ............................. ....... ......... ........ .............. ...... ......... ......... ....... . . . . ...... Lov . . \ ....... 'U * '4 - * .... x' ........ % ................. .......... ...... ...... % - r- 9.72 ... ...... Yf_ ........................... A ""G Ld ff. . LSEY ....... ...... ........ .. 4.: ........... . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . % . . . . . . . . . . . . . . . . . . . . / . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . 1 " , * - , 46': . . . . . . . . . . . . . . . . . . . . . u% b -A- 47- - -c- -6 % % 6 7. V 11 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . % . . . . . . . %'% % IT % % . . . . . . . z%. ....% % -7 % X �w 77 F 4 . CA :6 74 V N, I . - - - - --- - - Q - - v X 0 -Z, X U-T 0 1)ij ----.,,,,,,BUCKLAND chi % % 4 % \1% .1. v 16 mpp % % X --------- STREET,.,--- U v -A STREET q _44 'y '�Xrr N. I% 01 .81") 1-7, 1 0 -'6 . . . . . . . . . . . % % - * - I , _. - Xk . . . . . . . . . . . . . . . . . . I 0I . - i� . . . . . . . . . . . . . . . . . . . . . . . . . . \% JI 'y ....... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . mov . . . . . . . . . . % D4 DIN ........... ......... ...... 2v ........... A ........ ........ a V V 4.11'71 or, % % v . . . . . . . . . . . . . . . . . . . . . . . . . . . % . . . . . . . . . . . . . . . L% . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . 0 4 74 . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . otl a. ". *. . . . 1% . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . < . . . . . . . W. f j % . . . . . . . . ... Y. Iv. . . . . . . . . . . . . . . . . . . ..... . . . . . . . . . . . . 7 f Al x . .. . . . . . . . . . . . . % : q.% r . . . . . . 'X. . . . . . . . . '9 % -9 4-8- ... 951. A . 900. 11 S11 If . . . . . . . . _1� * , - , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . BP_CK I . I. q. Ld . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . 18 901.3 1% Ld LLJ . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . 1AGGERT PO X ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . X . . . . % . - .., I U�, , Z`�l 9 8 . . . . . . . . . . . . . . . . . . . . . . . . . . . A . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . A... . - . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . X C . , 7. P.%% 0 )4 .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . .. .. . . . . . . . X 4 . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . .. . . . . . . ... ..... . . . . . . . . . . . . . . . . . . . . . . . . . % 9 . . . . . . . . . . . . . . . . . . . % 7 . . . . . . % % . _ V . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . 1i . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . A % 1, . . . . . . . . . . . . . . . . . . . . .. yo. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . % . . . . . . . . . . . . . . % . . . . ff / . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . + . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o? X . . . . . . . ILLJ a 77_r� 7r. 7 . . . . . . . . . . . . . . lo� C );_- -p - . . . . . . . lift X in . . . . . . . . . . . . . . f % Ld r I � � 0 0. 61 1 1-7,7 1 74 . . . . . . . . . . . . .. . . . . . . . . . . . . . I 90 5 . . . . . . . . . . C) -7 . . . . . . . . . . . . . . . . . . . . . . 011 % . . . . . . . % . . . . . . ! V . . . . . . . . . .. I ..., 1, . . I , o� X % V. . . . M ..". - . . . . . . \ . . . . . . . . . . . . . . . . . . . . . . 6 4 - C5 of -- -_ . . . . . . . . . . . . . . . . . .. . .. .. . . . . . . . . . . % ox.. w i% ........ .7 ............. j. .......... ....... X X 95.8 901.-1 a All . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . % j q 9 8 . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . X JT % 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..................... BEVERIDGE POND ...................... ... ... .... ...... ...................... % ............... ............... . ....... A % 4 9 0 1 5 41 '2. 0 3 . . . . . . . 6�. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . 4 Cup -7 . . . . . . . . . . . . . . . . . . . . . . 942. - & 4:6 ................. ........... \ ......................... ........... .............. .... ................ . ....... ........... ................. z 1. .... tp. * ..................... X . . . . . . . . . . . . . . . . . . . . . 0-1 6� C, 2 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o , , % . . . . . . . . % X . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o V . . . . . . . . . . . . . . . . . . . jrb . . . . . . . . . . . . . X . . . . .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4 A: . . . . . . . . . . . . . 4 . . . . . . . . . . . 7 . . . . . . . . . . . . . . . . . . . . . . . _01. ..; . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . V. . . . . . . . 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I I-- A fit RHE S HATCH PATTERN DENOTES TEMPORARY SEEDING 7/1/05 HATCH PATTERN DENOTES PERMANENT SEEDING 16 CK5 DCC HATCH PATTERN DENOTES EROSION CONTROL BLANKET 94 CURB INLET SEDIMENT BARRIER (TYP) r q BEEHIVE INLET PROTEC71ON N: \1238\6002\DWGS\Cl 02.DWG DANDY BAG OR EQUAL (TYP) XREF: 6002-BS.DWG STRAW BALES (TYP) XREF: 8501BS.DWG SILTATION FENCE E4 CONSTRUCTION LIMITS .4 V TEIMPORARY SEDIMENT FiLTER/13ARRIER4 _1 4. c' % Q) A cf) C:> 0. 0 ASSUMED 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 TOL 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. a �7 9 -7 (:1 9 #1 - --------- ? 0 AN-f C 0 N S TR U C T1 0 IN \��, -- , .- - I 1�:: �J """, - �n I Ix I 7 "D 0, M .9 . .......... iiiaga WestClay . . . . ...... . ... -4. '79 J orz T q 1_� LIMITS .... ............ q f j 1.a JIC2* t 9( ......... . EXI,,$T1NA"`/' SECTION 60,01 1 7 REM - - - - - Z_ ........... r -6 F Im. , . . I . .... . ....... 4 X let X L A . . . . . . . . . . . . . . / �Ijr BLOCK . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................... . ..... . ...... . . . ......... .. . ... .......... . .. .......... IIII=I I sit % . . . . ------------ .. .. . ......... .......... . ......... ..... X I U .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Q . . . . . . . . ... . . . . . . ........ . ...... .. . ....... IIIIMI IIIMII 1111011110111 11=111 . . ..... ... ....... . ... . Q - 'i :1 �!� _., - , i *_ , , - , , , It\ I TION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . ... ., :- .: 11 IN. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . az,. -1: a - J .4 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . % A J. ALLEY P STRUC GWWNETT 903, ..... ...... ...... A.. - - I- .. 11. .. .... . .......... . . ........... ............... ... ...... L] LIMITS ...... . STREE X % . . . . . . . . . . . . . . . . . T . . . . . . . . . . . . . . . . . --------- vv\, . . . . . . . . . . . . . . . . . . . . . . . . . . . 4)6 . . . . . . . . . ff I . . . . . . . . . . . . . t2N - L El % . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . P� rl" I . . . . . . . . . . . . . . . . . . . . . 6 . . . . . . . . . . . . . . . . . . . . . . . . . . . A % 4 I ji . . . . . . . . . % ....... .... ....... ... ...... ......... ........... ............. 00'. ". *. .'. f .............. . X, ................. ....... W ........ .. '3 jj % % . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . X. k! 9 0 7. A! . . . . . . . . . . % _.E:7 ............... ............. .............. ....... ................ ............. ... 6= . . . . . . . . . . . 14 . . . . . . . . . . . % . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. - ) f:�: � 4 . . . . . . . . r r -�JC . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i . . . . . . ... . . . . . . . . . . . .... ....... ............... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ......... ..... ...... .. -4 ......... . . . . . . . . . . . . . . . . . . . .. ....... .. . . . . . - - - - - - - - --- 6 , - 4 ( I , - , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..... . . . f . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ff . f . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1) 4 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . %i f . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 11*1'-'-'-* .'1 . .. .. .. . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . -e f% % .. . . . . . . . . . . . . . 16. 1 . . ... . . . . . . . . . . . ......... 21 I. Xll� --I 7: A % .L b . . . . . . . . . . . . . LLJ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . L. . . . . . .. . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . 4- . . . . . . . . . . . . . A . . . . . . . . . . . . 982 .... 970 ...... V . . . . . . . . . . . .. I . . . . ....... . .... .......... ...................... -979 .... ..0 ... ..... I ................. ........ ...... . ...... ... 981 9.8Q 78 ......... ......... ..... ozr�, ....... .... 1 7 ...... .. ......................... % : ............ W11 V .., ...... .... ......... ....... 7 < %I .......... . . . . . . . . . . . . . 6-.: V . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . J . . . . . . . . .... . . . . . . . . . . . . . . . . . . % .... (D f'l r .4 _j . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . q, I D 7, 7 - =-- . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . cx . . . . . . . . . . . . . . . . . . . . T l- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . % -7�-7 . ' :%- - - - . w % . . . . . . % . . . . . . . . 4b. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9. C). 4 . . . . . . . . . . . . . . . . . . �4�"MLF'iA . . . . . . . . . . . . . . :% . . . . . . . . . . . . . . . . . . 4� 7 .... ......... ..... ......... �6 ........... ...... ................ . ........ ....... . . . . . [ 7 . : _' m 7AO ' _.. - - - - . . 7. _7� �4 % . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . A 8 908.6 . . . . . . . . . . . . . . . . . . . . . ...... . . . t W ODLEY 1 ............. .......... ... X 1 .................... .... 1 L . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . X 0 . . . . . . . . . . . . . % . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . " . . . . . . . . . . . . % . . . . . . . . . . . . . . . . . .. . %6' b I. - .,J e %1. . . . . . . .. I. < F- . . . . . . . . . . . . . .16 % . . . . . . . . . . . . . . . �A - . . . . . . % . . . . . . . . .. . . . . . . . . . . . % ..... *992-' 968-'-* ......... ............... ........... ....... % X�J` I ... j ... . ....... ...... ...... t ) ........ lix I il , , , , , I I I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 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Lov . . \ ....... 'U * '4 - * .... x' ........ % ................. .......... ...... ...... % - r- 9.72 ... ...... Yf_ ........................... A ""G Ld ff. . LSEY ....... ...... ........ .. 4.: ........... . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . % . . . . . . . . . . . . . . . . . . . . / . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . 1 " , * - , 46': . . . . . . . . . . . . . . . . . . . . . u% b -A- 47- - -c- -6 % % 6 7. V 11 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . % . . . . . . . %'% % IT % % . . . . . . . z%. ....% % -7 % X �w 77 F 4 . CA :6 74 V N, I . - - - - --- - - Q - - v X 0 -Z, X U-T 0 1)ij ----.,,,,,,BUCKLAND chi % % 4 % \1% .1. v 16 mpp % % X --------- STREET,.,--- U v -A STREET q _44 'y '�Xrr N. I% 01 .81") 1-7, 1 0 -'6 . . . . . . . . . . . % % - * - I , _. - Xk . . . . . . . . . . . . . . . . . . I 0I . - i� . . . . . . . . . . . . . . . . . . . . . . . . . . \% JI 'y ....... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . mov . . . . . . . . . . % D4 DIN ........... ......... ...... 2v ........... A ........ ........ a V V 4.11'71 or, % % v . . . . . . . . . . . . . . . . . . . . . . . . . . . % . . . . . . . . . . . . . . . L% . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . 0 4 74 . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . otl a. ". *. . . . 1% . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . < . . . . . . . W. f j % . . . . . . . . ... Y. Iv. . . . . . . . . . . . . . . . . . . ..... . . . . . . . . . . . . 7 f Al x . .. . . . . . . . . . . . . % : q.% r . . . . . . 'X. . . . . . . . . '9 % -9 4-8- ... 951. A . 900. 11 S11 If . . . . . . . . _1� * , - , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . BP_CK I . I. q. Ld . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . 18 901.3 1% Ld LLJ . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . 1AGGERT PO X ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . X . . . . % . - .., I U�, , Z`�l 9 8 . . . . . . . . . . . . . . . . . . . . . . . . . . . A . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . A... . - . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . X C . , 7. P.%% 0 )4 .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . .. .. . . . . . . . X 4 . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . .. . . . . . . ... ..... . . . . . . . . . . . . . . . . . . . . . . . . . % 9 . . . . . . . . . . . . . . . . . . . % 7 . . . . . . % % . _ V . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . 1i . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . A % 1, . . . . . . . . . . . . . . . . . . . . .. yo. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . % . . . . . . . . . . . . . . % . . . . ff / . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . + . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o? X . . . . . . . ILLJ a 77_r� 7r. 7 . . . . . . . . . . . . . . lo� C );_- -p - . . . . . . . lift X in . . . . . . . . . . . . . . f % Ld r I � � 0 0. 61 1 1-7,7 1 74 . . . . . . . . . . . . .. . . . . . . . . . . . . . I 90 5 . . . . . . . . . . C) -7 . . . . . . . . . . . . . . . . . . . . . . 011 % . . . . . . . % . . . . . . ! V . . . . . . . . . .. I ..., 1, . . I , o� X % V. . . . M ..". - . . . . . . \ . . . . . . . . . . . . . . . . . . . . . . 6 4 - C5 of -- -_ . . . . . . . . . . . . . . . . . .. . .. .. . . . . . . . . . . % ox.. w i% ........ .7 ............. j. .......... ....... X X 95.8 901.-1 a All . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . % j q 9 8 . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . X JT % 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..................... BEVERIDGE POND ...................... ... ... .... ...... ...................... % ............... ............... . ....... A % 4 9 0 1 5 41 '2. 0 3 . . . . . . . 6�. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . 4 Cup -7 . . . . . . . . . . . . . . . . . . . . . . 942. - & 4:6 ................. ........... \ ......................... ........... .............. .... ................ . ....... ........... ................. z 1. .... tp. * ..................... X . . . . . . . . . . . . . . . . . . . . . 0-1 6� C, 2 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o , , % . . . . . . . . % X . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o V . . . . . . . . . . . . . . . . . . . jrb . . . . . . . . . . . . . X . . . . .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4 A: . . . . . . . . . . . . . 4 . . . . . . . . . . . 7 . . . . . . . . . . . . . . . . . . . . . . . _01. ..; . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . V. . . . . . . . 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A A X % r 4, % %% % % % 0 W % %* k - - ---------- I - 4�11% - % - 1.1w.111��i-.-- C T % 7 -6 \7' A, T % 4� Roo 'AN y % % - v V, ;6 s. % C46. 7- :% t y 0 A 2.5 �4.Ln.vn!;.,z M % M;L P !Z i �L_w A T A rii�4 I .- t 4, o , , r) L71 , , 1 0, 3 AT �ovr j onp fl� - . qn % % J_ C�Fl A j 7 % 9 0k. 4; X 011 7 j �xj _77 _7 w 3' �1 0 4. 0, �'l ij C, CQ. �j 4f ff 4 X 4 AN -7 . .......... L:,n- 46 4 P'O X X o lie,2 e. u 121 TZ 7-T Tm r 9 1%2:%� . . ...... 47 f . 67r44eA % X X A s, r C L TR U.� ......... 2 2% -Z tj, r - L_ z PVMT ZP� zz. 4 ic A. r, - 2 F_�j � ! " , .114 C12 6tfTS=TRECLI;::: 9 (:M TEM RARY u P I __ t - -i P 9 2.7 Z- Pli 4.z.. �+ � r UCTIO U1 - -, ? - - - ___- -__ - - CONS �M -5- 7, 71 - 7M. F 7 G_ 311 9 C-) 2 8 !tj, _r 90P. 95 VA_ L 0`1 iL MA VA 68 K TZT- i %0 tkmmF:V.l E I ` T4 OZ4 1SA-032 x6 T ET) 01 0 T. I I-- A fit RHE S .4 PROJECT NO.: 7/1/05 1238.6002 DRAWN BY CK5 DCC 94 STORMWATER POLLUTION r q C\)- N: \1238\6002\DWGS\Cl 02.DWG XREF: 6001-BS.DWG XREF: 6002-BS.DWG CD .0() XREF: 8501BS.DWG XREF: CA21.DWG, CA12.DWG, CA9.DWG E4 .4 ell Q) A cf) C:> 0. 0 c) E1 zzo prq 0 C/') CO Q) CD z CD-) 0 \ >< 'IN L /Li .4 9 C-) 4 9011.6 X P, 0 X 141 F, I L z� 89 .82 08 % u, X X t -0 "fre i P Q,1) A KAI I Ld 4 72 44 X -ARK . . . ... ..... 14TRMNt 7 is _stma� _;a 7-7900.7 ni,a X 7 V IM Y M 'A . . .... ..... R I S �JV 14 , ) A-4. -IM UARK C7 ..... .... .. . . . ....... . '7 90 1 IQ :7 .. ..... ... % & A X VU finn -q 719 9 -02L. e . . .. ...... A i JJF IJU042 r 3 v: C. ON 14 X T 4 - f U;� EN; F S11 L E L T UT LIMITS 9-Q jz,;� . ..... . 9 110) 16 13 X A N=i.--t R++;�_-� z WA4 K J5 f _7 IM le I 900.6 C 11N! _T U 021- �J-j A. R K�l M. cp �f X 4 .1 v. f X 902.41 X . `� 0 z1f T LLI C) CD C) V) C) LLI V) ry W Ln cr_ CD rn (D C:) U Cl- -< V) LLJ LLJ V) rn �> M LLJ < ck� - - Ld Lr) C/) r- C'j cf) LLJ LLJ cli T N o. 10000075 -;0- STATE OF -/A(D I A tA DATE: 7/1/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED. IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. COPYRIGHTED BY THE SCHNEIDER CORP.(2005)1 Schnei*der THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering PROJECT NO.: 7/1/05 1238.6002 DRAWN BY CK5 DCC 94 9 C-) 4 9011.6 X P, 0 X 141 F, I L z� 89 .82 08 % u, X X t -0 "fre i P Q,1) A KAI I Ld 4 72 44 X -ARK . . . ... ..... 14TRMNt 7 is _stma� _;a 7-7900.7 ni,a X 7 V IM Y M 'A . . .... ..... R I S �JV 14 , ) A-4. -IM UARK C7 ..... .... .. . . . ....... . '7 90 1 IQ :7 .. ..... ... % & A X VU finn -q 719 9 -02L. e . . .. ...... A i JJF IJU042 r 3 v: C. ON 14 X T 4 - f U;� EN; F S11 L E L T UT LIMITS 9-Q jz,;� . ..... . 9 110) 16 13 X A N=i.--t R++;�_-� z WA4 K J5 f _7 IM le I 900.6 C 11N! _T U 021- �J-j A. R K�l M. cp �f X 4 .1 v. f X 902.41 X . `� 0 z1f T LLI C) CD C) V) C) LLI V) ry W Ln cr_ CD rn (D C:) U Cl- -< V) LLJ LLJ V) rn �> M LLJ < ck� - - Ld Lr) C/) r- C'j cf) LLJ LLJ cli T N o. 10000075 -;0- STATE OF -/A(D I A tA DATE: 7/1/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED. IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. COPYRIGHTED BY THE SCHNEIDER CORP.(2005)1 Schnei*der THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 7/1/05 1238.6002 DRAWN BY CK5 DCC SHEET TITLE: STORMWATER POLLUTION r q C\)- N: \1238\6002\DWGS\Cl 02.DWG XREF: 6001-BS.DWG XREF: 6002-BS.DWG XREF: 8002BS.DWG XREF: 8501BS.DWG XREF: CA21.DWG, CA12.DWG, CA9.DWG E4 Q) C:> 6_4 0 c) E1 zzo prq CO z r___4 DATE: PROJECT NO.: 7/1/05 1238.6002 DRAWN BY CHECKED BY. DCC SHEET TITLE: STORMWATER POLLUTION PREVENTION PLAN DRAWNG FILES: N: \1238\6002\DWGS\Cl 02.DWG XREF: 6001-BS.DWG XREF: 6002-BS.DWG XREF: 8002BS.DWG XREF: 8501BS.DWG XREF: CA21.DWG, CA12.DWG, CA9.DWG SHEET NO.: �_ Y it tii _j y V) 1 GRAFTON STREET °Y- 6001 994 995 996 997 998 999 1000 1001 20 Pga I, 941 I•. 942 943 2 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. GRAFTON STREET B L C ALLEY (PRIVATE) 20 985 I 984 I 983 I 982 20 WOODLEY STREET cn Olw 0 z _ BUCKLAND BUCKLAND STREET STREET I 11-- ILLJ Lj_j W i4 jx B --- 0 l 971 970 967 LEGEND TYPE OF SIGN SPECIFICATION QUANITY ........ GRAFTON STREET °Y- 6001 994 995 996 997 998 999 1000 1001 20 Pga I, 941 I•. 942 943 2 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. GRAFTON STREET B L C ALLEY (PRIVATE) 20 985 I 984 I 983 I 982 20 WOODLEY STREET cn Olw 0 z _ BUCKLAND BUCKLAND STREET STREET I 11-- ILLJ Lj_j W i4 jx B --- 0 l 971 970 967 LEGEND w W Q Q � jL r K M 972 I 973 I 974 u I1 I— W W '= V J 1..1..1 �N 1— dI l C_1 C71 7 f� GWINNETT STREET 978 I 977 �w w 11, z � SZ S V) V c i O Ca w w C C r� C: CaY r} r, a A HOLEY MOLEY SAYS "DON'T DIG BLINDn "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS THE ASSUMED NORTH WIHOUTANOTIF NOTIFYING L HE UNDERGREXCAVATE UND LOCAON SERVICE TWO (2) WORK SCALE. 1 50 DAYS TI BEFORE COMMENCING WORKING TYPE OF SIGN SPECIFICATION QUANITY OS STOP SIGN R1 -1; 30 "X30" 10 +POSTS .. ..... .., DRAWING FILES: N: \1238 \6002 \DWGS \C103.DWG Sly{41:M1!B 3 XREF: CA2I.DWG, CA12.DWG, CA9.DWG G1c1.41: F:Mca�oneta 20 SPEED LIMIT (20 MPH) R2 -1; 24 "X30" 12 +POSTS SN STREET NAME SIGN SEE DETAIL C804 12 +POSTS F•-r -> END OF ROAD MARKER SEE STD. DETAIL 0 +POSTS Q STREET LIGHT SEE DETAIL C103 12 +POST w W Q Q � jL r K M 972 I 973 I 974 u I1 I— W W '= V J 1..1..1 �N 1— dI l C_1 C71 7 f� GWINNETT STREET 978 I 977 �w w 11, z � SZ S V) V c i O Ca w w C C r� C: CaY r} r, a A HOLEY MOLEY SAYS "DON'T DIG BLINDn "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS THE ASSUMED NORTH WIHOUTANOTIF NOTIFYING L HE UNDERGREXCAVATE UND LOCAON SERVICE TWO (2) WORK SCALE. 1 50 DAYS TI BEFORE COMMENCING WORKING II II ill i I I��I II III I II I � II I� II II I � I I II III II � I � I I II II I I I II I� I II I I I II I� I II I � �I IjaR II II �� I III III II III �I�I I II'I� I II � � II �I II II II J L I LL Lj III III it � II II I I iff o� It I i �,-- •ieti�+i�Tr.�. e'a.�a+iS�c�r��.- s°tF.•�yyYS '�tlM7NAIhk�iM ur • 1►11."� ��* fta�Iwl MfK.ricn+i, r x ik air z 0 Cn Ld // /�j�r \\ No. 10000075 �� STATE OF �7 \ \ `\� �� IONAL / /llllll1111 {111111\ \ \ \\ DATE: 7/1/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www. sch n eidercorp. corn Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering PROJECT NO.: 1 s DRAWN BY: � DCC I - .. ..... .., DRAWING FILES: N: \1238 \6002 \DWGS \C103.DWG Sly{41:M1!B 3 XREF: CA2I.DWG, CA12.DWG, CA9.DWG G1c1.41: F:Mca�oneta o �'941a+�:nw z Mergay VoOcr {70C, 77S a 230 Wa,q . 1ti�+Raturs �dwm (70, 1CC, 7�0, � .. ssow lx Atao!?ieido;i00, 77s eir^•5O W.,a; F•-r -> �in�{ bJSinn: bnTMn.tsir cr Asjr^m�tric YQI";. t 2C. 111S. 240,2;7 or 450 Q Opl:onN Q PritmcFi (4L21aN 0"o rr _ $e6lumirwir41 *ecf an for retch! Q - • 5lylr. la- i',vFo r'„y �� r �kh Cinder. Ycr os ' k 0. ri ilrse Mo - MOW 0 �( 1 f ��1 IAvt.�ok � S6d' . f 416 1—I'd SA—r, AS7M -A555 W A— Ooar Loc.-4+ :� n bas. 1 ' IMM !n P*,vl PIMMC6 or P) Rni01, ra1v Cd V 1\ w goRPpFthS7pfi T.Q. 4,rY 91:0 • ter. Q.`w 416711 Fi i PXJ 436.11 W • FV ('130} 41 $641146 II II ill i I I��I II III I II I � II I� II II I � I I II III II � I � I I II II I I I II I� I II I I I II I� I II I � �I IjaR II II �� I III III II III �I�I I II'I� I II � � II �I II II II J L I LL Lj III III it � II II I I iff o� It I i �,-- •ieti�+i�Tr.�. e'a.�a+iS�c�r��.- s°tF.•�yyYS '�tlM7NAIhk�iM ur • 1►11."� ��* fta�Iwl MfK.ricn+i, r x ik air z 0 Cn Ld // /�j�r \\ No. 10000075 �� STATE OF �7 \ \ `\� �� IONAL / /llllll1111 {111111\ \ \ \\ DATE: 7/1/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www. sch n eidercorp. corn Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 7/1/05 1238.6002 DRAWN BY: � DCC o TRAFFIC CONTROL � DRAWING FILES: N: \1238 \6002 \DWGS \C103.DWG XREF: 6001- BS.DWG, 6002- BS.DWG XREF: CA2I.DWG, CA12.DWG, CA9.DWG � o z F•-r -> Q Q 0 Q w Q w T `E-4 J W V 1\ w DATE: PROJECT NO.: 7/1/05 1238.6002 DRAWN BY: CHECKED BY: DCC SHEET TITLE: TRAFFIC CONTROL PLAN DRAWING FILES: N: \1238 \6002 \DWGS \C103.DWG XREF: 6001- BS.DWG, 6002- BS.DWG XREF: CA2I.DWG, CA12.DWG, CA9.DWG XREF: 80026S.DWG SHEET NO.. vi z 0 5 w �GISTE NO. = 10000075 STATE OF I MA ONAL ,,,,811/11u IIIni�����a DATE: 7/1/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 7/1/05 1238.6002 DRAWN BY: CHECKED BY: DCC O STREET U DRAWING FILES: N: \1238 \6002 \DWGS \C201- 204.DWG XREF: 6001- BS.DWG XREF: 6002- BS.DWG XREF: PETTIGRU- BS.DWG XREF: 6003- BS.DWG SHEET NO.: E--4 z w z a z � z a w a U }Q-) LZ C/-) w DATE: PROJECT NO.: 7/1/05 1238.6002 DRAWN BY: CHECKED BY: DCC SHEET TITLE: STREET PLAN & PROFILE DRAWING FILES: N: \1238 \6002 \DWGS \C201- 204.DWG XREF: 6001- BS.DWG XREF: 6002- BS.DWG XREF: PETTIGRU- BS.DWG XREF: 6003- BS.DWG SHEET NO.: (C2(Gn DEPARTMENTaS CONSTRUCTION REQUIREMENTS, STAFF CALL 2 WORK N D N011FICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR 1- 800 -382 -5544 CERTAIN STAGES OF THE WORK AND TO REVIEW THE AUTHORITY CALL TOLL FREE OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO EXISTING AND PROPOSED CITY RIGHT-OF -WAY. WITHOUT NOTIFYING THE UNDERGROUND CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. LOCATION SERVICE TWO (2) WORKING 2 ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN DAYS BEFORE COMMENCING WORK. COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY I ©— ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. I' 5. INSTALLATION SSERV SANITARY ICE LATERALS, TERALS, SAN ARY SERVICE MAIN, WATER LATERALS r� UNDER CITY STREETS, REGARDLESS OF THE JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED 00 PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE =1 00 PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE X24 I O MATERIAL ABOVE THE SUBGRADE) PLUS 1 -0 IF THE STANDARD 24 1 I 3 I I v I I O I 3 PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE O I �p I dr INSTALLATION HAS A MORE STRINGENT COVER REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHAH GOVERN. I N I o I O� _ a '^ i c ' 5 � `MlJ V_ II CD n dr f 2 e CP4 n s 3 P o H: - -.. �3 ......- - O - - -- =z C r 0 3 1 +00 ASHWORTH 2 +00 2 +27.50 _ 3 +00 T, ry ° T-t 65 .0 � t G STREET �' Q CD cn b+11 I cr �— o _ � 1 00 - 2 +00 3 +oo TROUPE STREET 4 +oa �, ,,, o 5 +00 + I o — ,�-- _, 0 I— r l I _ 901 _ 7 1 899 900 I ( 50 00 I D j G7 898 + /W ( a 896 897 I C.J1 I I 000 - -� -000 000 000 000 0o I N 2 8 X24_ F F = N I f n. I r1 I c -� D 00 o co D vro E _ m E r n' /u i w STREE I' PLAN SCALE: 1 "=50' 920 I I 915 O CD r7 II II rn r- � w 910 _ �° `� _ o J + rn + °rn � w LLJ � I I I Q II II o 05 0 -0.70% �- J w I 2' __ - - -- --- - - - - -- - 905 _ w _^ N — — 00 0.70 ___ - - - -- - - - -- _ I + N-) 8" WATERMAI —0.77 — CJ L- 00 o 900 - - - - -- _ m m _ + CD CO U j > w w 50.00' VC EX. FORCE M IN 895 — I HIGH POINT ELEV = 908.12 00 U °� L6 HIGH POINT STA = 2 +25 N I PVI STA = 2 +12.73 °i "' > z PVI ELEV 908.25 w 890 w w V) z 0 U 885 w z I , w of o co D� CD CD O �7 C� � 4 C� O CD (l N 00 co � 880 e + _— __ - -- + I � — -- -- - N M — NO M co LO co r— N CD r— r— N N LCD I— co L0 N -4- r— ICY) C r'7 00 cD co 00 I r7 L0 cD 00 o N r�o LO I__ O L0 d tt U� 00 cD -4- N N N N N N r7 ►'� r� r7 r� cD cD cD (� I` No 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CD 0 0 0 0 0 0 0 0 0 o c rn rn rn rn rn rn rn M (7) rn a) rn a) rn rn o CD rn rn CD a) CD Cr) M M rn rn c 1 +00 2 +00 3 +00 4 +00 5 +00 5 +11.90 1 +00 2 +00 3 +00 Sheet CLAY TOWNSHIP REGIONAL WASTE DISTRICT HOLEY MOLEY SAYS c SCALE: ,�_ ' VERT.0 1 —5 C801 SANITARY SEWER STRUCTURE NUMBER PREFIX: DON'T TBM #44 C801 VWC —W -000 DIG USGS BENCHMARK "X" C801 (Village of WestClay — West— Structure number) BLIND" CUT NORTH BONNET BOLT IN FIRE HYDRANT 12 Choirback Curb and Gutter Detail EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE 11 o FARM ENTRANCE. C801 15 Pipe Underdrain Detail ELEVATION - 893.39 Q - z � z i All Streets to be 28' F —F in width unless otherwise noted. All Rights —of —way to be 50' in width unless otherwise noted. NOTE: w� 4) CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING �' TO SCHEDULE A PRE - CONSTRUCTION MEETING TO REVIEW THE "IT'S THE LAW" I G AYS BEFORE YOU DIG DEPARTMENTaS CONSTRUCTION REQUIREMENTS, STAFF CALL 2 WORK N D N011FICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR 1- 800 -382 -5544 CERTAIN STAGES OF THE WORK AND TO REVIEW THE AUTHORITY CALL TOLL FREE OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO EXISTING AND PROPOSED CITY RIGHT-OF -WAY. WITHOUT NOTIFYING THE UNDERGROUND CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. LOCATION SERVICE TWO (2) WORKING 2 ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN DAYS BEFORE COMMENCING WORK. COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY I ©— ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. I' 5. INSTALLATION SSERV SANITARY ICE LATERALS, TERALS, SAN ARY SERVICE MAIN, WATER LATERALS r� UNDER CITY STREETS, REGARDLESS OF THE JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED 00 PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE =1 00 PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE X24 I O MATERIAL ABOVE THE SUBGRADE) PLUS 1 -0 IF THE STANDARD 24 1 I 3 I I v I I O I 3 PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE O I �p I dr INSTALLATION HAS A MORE STRINGENT COVER REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHAH GOVERN. I N I o I O� _ a '^ i c ' 5 � `MlJ V_ II CD n dr f 2 e CP4 n s 3 P o H: - -.. �3 ......- - O - - -- =z C r 0 3 1 +00 ASHWORTH 2 +00 2 +27.50 _ 3 +00 T, ry ° T-t 65 .0 � t G STREET �' Q CD cn b+11 I cr �— o _ � 1 00 - 2 +00 3 +oo TROUPE STREET 4 +oa �, ,,, o 5 +00 + I o — ,�-- _, 0 I— r l I _ 901 _ 7 1 899 900 I ( 50 00 I D j G7 898 + /W ( a 896 897 I C.J1 I I 000 - -� -000 000 000 000 0o I N 2 8 X24_ F F = N I f n. I r1 I c -� D 00 o co D vro E _ m E r n' /u i w STREE I' PLAN SCALE: 1 "=50' 920 I I 915 O CD r7 II II rn r- � w 910 _ �° `� _ o J + rn + °rn � w LLJ � I I I Q II II o 05 0 -0.70% �- J w I 2' __ - - -- --- - - - - -- - 905 _ w _^ N — — 00 0.70 ___ - - - -- - - - -- _ I + N-) 8" WATERMAI —0.77 — CJ L- 00 o 900 - - - - -- _ m m _ + CD CO U j > w w 50.00' VC EX. FORCE M IN 895 — I HIGH POINT ELEV = 908.12 00 U °� L6 HIGH POINT STA = 2 +25 N I PVI STA = 2 +12.73 °i "' > z PVI ELEV 908.25 w 890 w w V) z 0 U 885 w z I , w of o co D� CD CD O �7 C� � 4 C� O CD (l N 00 co � 880 e + _— __ - -- + I � — -- -- - N M — NO M co LO co r— N CD r— r— N N LCD I— co L0 N -4- r— ICY) C r'7 00 cD co 00 I r7 L0 cD 00 o N r�o LO I__ O L0 d tt U� 00 cD -4- N N N N N N r7 ►'� r� r7 r� cD cD cD (� I` No 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CD 0 0 0 0 0 0 0 0 0 o c rn rn rn rn rn rn rn M (7) rn a) rn a) rn rn o CD rn rn CD a) CD Cr) M M rn rn c 1 +00 2 +00 3 +00 4 +00 5 +00 5 +11.90 1 +00 2 +00 3 +00 Sheet Detail Number Description P SCALE: ,�_ ' VERT.0 1 —5 C801 1,2 Street Cross Section Details Existing Grade C801 6 Concrete Sidewalk Detail C801 7 Sidewalk Ramp For Handicapped Detail O C801 12 Choirback Curb and Gutter Detail � Q) C801 11 Valley Gutter Detail n C801 15 Pipe Underdrain Detail O Q z � z All Streets to be 28' F —F in width unless otherwise noted. All Rights —of —way to be 50' in width unless otherwise noted. DEPARTMENTaS CONSTRUCTION REQUIREMENTS, STAFF CALL 2 WORK N D N011FICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR 1- 800 -382 -5544 CERTAIN STAGES OF THE WORK AND TO REVIEW THE AUTHORITY CALL TOLL FREE OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO EXISTING AND PROPOSED CITY RIGHT-OF -WAY. WITHOUT NOTIFYING THE UNDERGROUND CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. LOCATION SERVICE TWO (2) WORKING 2 ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN DAYS BEFORE COMMENCING WORK. COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY I ©— ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. I' 5. INSTALLATION SSERV SANITARY ICE LATERALS, TERALS, SAN ARY SERVICE MAIN, WATER LATERALS r� UNDER CITY STREETS, REGARDLESS OF THE JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED 00 PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE =1 00 PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE X24 I O MATERIAL ABOVE THE SUBGRADE) PLUS 1 -0 IF THE STANDARD 24 1 I 3 I I v I I O I 3 PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE O I �p I dr INSTALLATION HAS A MORE STRINGENT COVER REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHAH GOVERN. I N I o I O� _ a '^ i c ' 5 � `MlJ V_ II CD n dr f 2 e CP4 n s 3 P o H: - -.. �3 ......- - O - - -- =z C r 0 3 1 +00 ASHWORTH 2 +00 2 +27.50 _ 3 +00 T, ry ° T-t 65 .0 � t G STREET �' Q CD cn b+11 I cr �— o _ � 1 00 - 2 +00 3 +oo TROUPE STREET 4 +oa �, ,,, o 5 +00 + I o — ,�-- _, 0 I— r l I _ 901 _ 7 1 899 900 I ( 50 00 I D j G7 898 + /W ( a 896 897 I C.J1 I I 000 - -� -000 000 000 000 0o I N 2 8 X24_ F F = N I f n. I r1 I c -� D 00 o co D vro E _ m E r n' /u i w STREE I' PLAN SCALE: 1 "=50' 920 I I 915 O CD r7 II II rn r- � w 910 _ �° `� _ o J + rn + °rn � w LLJ � I I I Q II II o 05 0 -0.70% �- J w I 2' __ - - -- --- - - - - -- - 905 _ w _^ N — — 00 0.70 ___ - - - -- - - - -- _ I + N-) 8" WATERMAI —0.77 — CJ L- 00 o 900 - - - - -- _ m m _ + CD CO U j > w w 50.00' VC EX. FORCE M IN 895 — I HIGH POINT ELEV = 908.12 00 U °� L6 HIGH POINT STA = 2 +25 N I PVI STA = 2 +12.73 °i "' > z PVI ELEV 908.25 w 890 w w V) z 0 U 885 w z I , w of o co D� CD CD O �7 C� � 4 C� O CD (l N 00 co � 880 e + _— __ - -- + I � — -- -- - N M — NO M co LO co r— N CD r— r— N N LCD I— co L0 N -4- r— ICY) C r'7 00 cD co 00 I r7 L0 cD 00 o N r�o LO I__ O L0 d tt U� 00 cD -4- N N N N N N r7 ►'� r� r7 r� cD cD cD (� I` No 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CD 0 0 0 0 0 0 0 0 0 o c rn rn rn rn rn rn rn M (7) rn a) rn a) rn rn o CD rn rn CD a) CD Cr) M M rn rn c 1 +00 2 +00 3 +00 4 +00 5 +00 5 +11.90 1 +00 2 +00 3 +00 vi z 0 w 0 N o. 10000075 ?� STATE OF - %� �` �� INDIAN?.. • �\�\: SS"UNA1, DATE: 7/1/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. 11 © COPYRIGHTED BY THE SCHNEIDER CORP. (2005)1 I Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering H 0 R Z.: 1"=50' STREET PROFILE SCALE: ,�_ ' VERT.0 1 —5 ,� - - -_, Existing Grade New Grade vi z 0 w 0 N o. 10000075 ?� STATE OF - %� �` �� INDIAN?.. • �\�\: SS"UNA1, DATE: 7/1/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. 11 © COPYRIGHTED BY THE SCHNEIDER CORP. (2005)1 I Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering O C\2 T C—) O � Q) o w Q O Q z � z o� w� 4) U �' tw W Cz w CLAY TOWNSHIP REGIONAL WASTE DISTRICT F CTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING SANITARY SEWER STRUCTURE NUMBER PREFIX: TO SCHEDULE A PRE — CONSTRUCTION MEETING TO REVIEW THE TBM #44 VWC —W -000 DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF USGS BENCHMARK (Village of WestClay — West— Structure number) NOTIFICATION REQUIREMENT CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT , REQUIRED INSPECTIONS FOR EAST SIDE HOOVER RD. ±100' SOUTH OF CLARID�GE CERTAIN STAGES OF THE WORK AND TO REVIEW THE AUTHORITY FARM ENTRANCE. OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE ELEVATION - 893.39 EXISTING AND PROPOSED CITY RIGHT —OF —WAY. U L. V \./I \ V :: : _. _a. .�- r f l f — .. _..._ _._ . _ E _ Y; - t'4 'f..I (_ 4. i. — L '`tic U I :O1 r, ,,� r 1 �0o.. GWINNETT4+616.1i rJ €, a \ �. O � _- _ ALILEY RIVA � . �_�__ .... � .�. g -- - -- -- = tf_ C? __ _ _ _ _ ET w.. W. STRE L•,� f =- : `Et .4 LT 0 _ _ TIN T TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION 0 u. _ a s CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. Cff 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN �} r COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER 971 I I �= 98 999 1000 1001 994 995 , SAFETY. 996 997 9 CD w 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ! ' W I I I I I x N N 50 ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. 2 8 I 50 /W 981 980 979 978 977 I �- 1 F F _ I � w Y 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. I w I 985 g84 g83 982 o I g70 Z W V 5. FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY 1 6 I I I z Q MAINS, WATER SERVICE LATERALS, SANITARY SERVICE LATERALS }- M M y I v ER CITY STREETS, R.EGAR.DLESS OF THE JURISDICTION OF THE I I I I I m UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED 2 g' I I PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE 1 PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE 143 F F ( 133 I �_ �— —i MATERIAL ABOVE THE SUBGRADE) PLUS 1 -0 IF THE STANDARD I PRACTICE OF THE Ul1LITY THAT HAS JURISDICTION OVER THE - l T 969 1 I INSTALLATION HAS A MORE STRINGENT COVER REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. o 85 P/ I I I I I 2 +00 WOODLEY 3 +00 3 +70.00 1 +00 I I Z M HOLE �Y MO LEY Y S AYS STREET W <DON'T 968 W o 5 /w 993 992 991 990 989 988 987 986 I ° Cni DIG 972 973 974 975 976 2 8' BLOCK W BLIND" lw ,W F F HALSEY GREEN i W 967 < ., J, r` _ 132 I a r __ C) r5, $k "IT'S LAW" z a _ a �— ° 11 +00 10+ 11 10 +00 \ ,_,_ 9 +00 n Q� �- + 15 +00 �. 14 +00 13 +00 + 12 +00 P 19 +34.61 19 +00 - 18 +00 BUCKLAND 16 +00 0.;..:, 13 +77.1 BU 3 _ _ _ I—N C � � 17 +07.11 � 7 +00 � I - -� 12 +44.61 o n.-r CALL 2 WORKING DAYS BEFORE YOU DIG STREET I - 15 +14.61 o N W '�' - N _ STREET 1 80J�I' r`' °' 0 0 �-- r _ _ -- I CALL TOLL FREE A if " ° � Sheet Detail Number Description P DRAWN BY: C801 1,2 Street Cross Section Details /ul C801 6 Concrete Sidewalk Detail C\2 C801 7 Sidewalk Ramp For Handicapped Detail XREF: 6003— BS.DWG C801 12 Choirback Curb and Gutter Detail rYl C801 11 Valley Gutter Detail C801 15 Pipe Underdroin Detail Q O Q z � z All Streets to be 28' F —F in width unless otherwise noted. ® All Rights —of —way to be 50' in width unless otherwise noted. Y; - t'4 'f..I (_ 4. i. — L '`tic U I :O1 r, ,,� r 1 �0o.. GWINNETT4+616.1i rJ €, a \ �. O � _- _ ALILEY RIVA � . �_�__ .... � .�. g -- - -- -- = tf_ C? __ _ _ _ _ ET w.. W. STRE L•,� f =- : `Et .4 LT 0 _ _ TIN T TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION 0 u. _ a s CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. Cff 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN �} r COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER 971 I I �= 98 999 1000 1001 994 995 , SAFETY. 996 997 9 CD w 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ! ' W I I I I I x N N 50 ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. 2 8 I 50 /W 981 980 979 978 977 I �- 1 F F _ I � w Y 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. I w I 985 g84 g83 982 o I g70 Z W V 5. FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY 1 6 I I I z Q MAINS, WATER SERVICE LATERALS, SANITARY SERVICE LATERALS }- M M y I v ER CITY STREETS, R.EGAR.DLESS OF THE JURISDICTION OF THE I I I I I m UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED 2 g' I I PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE 1 PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE 143 F F ( 133 I �_ �— —i MATERIAL ABOVE THE SUBGRADE) PLUS 1 -0 IF THE STANDARD I PRACTICE OF THE Ul1LITY THAT HAS JURISDICTION OVER THE - l T 969 1 I INSTALLATION HAS A MORE STRINGENT COVER REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. o 85 P/ I I I I I 2 +00 WOODLEY 3 +00 3 +70.00 1 +00 I I Z M HOLE �Y MO LEY Y S AYS STREET W <DON'T 968 W o 5 /w 993 992 991 990 989 988 987 986 I ° Cni DIG 972 973 974 975 976 2 8' BLOCK W BLIND" lw ,W F F HALSEY GREEN i W 967 < ., J, r` _ 132 I a r __ C) r5, $k "IT'S LAW" z a _ a �— ° 11 +00 10+ 11 10 +00 \ ,_,_ 9 +00 n Q� �- + 15 +00 �. 14 +00 13 +00 + 12 +00 P 19 +34.61 19 +00 - 18 +00 BUCKLAND 16 +00 0.;..:, 13 +77.1 BU 3 _ _ _ I—N C � � 17 +07.11 � 7 +00 � I - -� 12 +44.61 o n.-r CALL 2 WORKING DAYS BEFORE YOU DIG STREET I - 15 +14.61 o N W '�' - N _ STREET 1 80J�I' r`' °' 0 0 �-- r _ _ -- I CALL TOLL FREE A if " ° � a o 73 =' 1238.6002 DRAWN BY: L,LL J —� a i fJr . ..' K' I r' n' /ul - + PER INDIANA IS-69-1991. IT IS AGAINST THE LAW TO EXCAVATE NOTIFYING 0 ATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. r--� STREET PLAN SCALE: 1 "= 50' BUCKLAND STREET BUCKLAND STREET 920 ST. JULIAN 920 N 00 915 0 915 _ ___ ____ - __ ____ _ II II �� +o _ + � I` 00 II +L J N rn + _:t! ° Cn W I I a) O > � � II II � w II II o w II 1I > 910 910 _ ¢ J QW - + rn - -- - - 11 - - — -- — 5 5 co �¢-- w > II II cn n- 1.16% - ------- - - - - -- W� - - - ``' � 1.25% -0.70% - - 905 s - -- ------- - - - - -_ ------ - - - - -- ------ - - - - -- ------------------ - 0.989 _ - _____ -- --- - - - - -- I 8" WATERMAIN U ILLJ - - -------------------------------------------------------- — — — — — — — — — — — — — — `��8" WATERMAIN 900 W 9O0- - -B- WATEf�MAI - - - -- - - - -- — - - — - - -- - - -- - -- (� - - -- - -- -- - in 8 WATERMA U �' `° W Of I 8" WATERMAIN 8' WATERMAIN 0 0 0 N O N � � V CO U co I X Z U CO LLJ o w z W 895 � z 895 = ° _ �-- - -- X —� - -- -- � CO I I I Q -- _ U) W Z N I W — W z Z >< W - I 890 z 890 - - 00 O O 0I LL_ w W X > _ z 885 CD 885 ;7_3 00 I _ _ + r CO ° N t� 00 �_ 00 ON t'7 t� _ � O °� +00 +� �° ��� ��� +� +� 880 �O + rn °N° co N �' + -4- �, N o c� r) c::> � °, I ° rn 0-) 880 O �ol� I— o n rn o-- CY' -- - - - - -- - - - -- -- - _ CD O r7 d L0 I- O N L0 r` O 00 O N � 00 r'7 C r` O N 00 O t14 N r7 00 O� O L0 cD N O t17 O O LC) O t` 00 ° r7 L0 O- L0 r7 O� O d f� O r7 N � O t` � � r0 cD CD CD C37) 00 ro 00 00 cD d � cp � r7 L0 00 O r� � 00 O N � I� � cD cD cD cD cfl � � � � � � � cfl co co t` 00 00 00 00 DO 00 _ d lfj Ln �!) to 4 � � O o O O O O O O O O O O O O O O O O O O N N N `� O O o O O O O ° ° O O O O O O O 07 O CD O r`j �`� rj r7 N N O O O O O O O o O O O O O O O O ° O ° � � O � � D7 � Q7 O � Cr) � Cr) 07 � O O � � � Cn � � � C� � D7 � O � O O � Q) rn rn rn rn rn rn rn rn 6 +00 7 +00 8 +00 9 +00 10 +00 11 +00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 19 +00 20 +00 21 STREET PROFILE -- SCALE: »_ V 7 ERT.. 1 —5 Existing Grade New Grade 0i z 0 5 W Illy /��iizi / /'i _' L`.G15TERF No. =� 10000075 _ �� STATE OF 44j ;zr � �` - �NDIANP• �� �� %�////871111111111111000 /UNAL - `�`: 31t4ov� I Lm �' L, DATE: 7/1/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. 11 U COPYRIGHTED BY THE SCHNEIDER CORP. (2005)1' Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 7/1/05 1238.6002 DRAWN BY: CHECKED BY: CIO SHEET TITLE: CO PLAN & PROFILE r--� C\2 XREF: 6001— BS.DWG U XREF: PETTIGRU— BS.DWG XREF: 6003— BS.DWG O H Q O Q z � z }n••�1� c w • r� DATE: PROJECT NO.: 7/1/05 1238.6002 DRAWN BY: CHECKED BY: DCC SHEET TITLE: STREET PLAN & PROFILE DRAWING FILES: N: \1238 \6002 \DWGS \C201- 204.DWG XREF: 6001— BS.DWG XREF: 6002— BS.DWG XREF: PETTIGRU— BS.DWG XREF: 6003— BS.DWG SHEET NO.: A W LLJ C/) Cn BL( w Cn Z O ::D - O O � 9 ( F nnP of WPQf('Inv .a I V 1H f L; Village of WestClay_ �- SECTION 6002 MALCOMBE STREET MALCOMBE STREET & 126TH STREET � e SCALE: 1 " =3D' CJ01 SCALE: 7 " =30' c3oi RHETT STREET RHETTSTREET & 126TH STREET SCALE: 1 " =30' 1 \1.1 �01 6C ILbll1 JlKttl TROUPE STREET & 126TH STREET 9C 1 90 w C� C/-) .CK 9U W 90 W Cn .r �y 1 1 r` i rr -0 1 Q cvlE�p'_I� 7m(ofZ= PROJECT NO.: 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO 1238.6002 CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. CI 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER ENTRANCE PLAN SAFETY. N: \1238 \6002 \DWGS \C301.DWG 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY XREF: 6002- BS.DWG ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. SHEET NO.: 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 W OTHER SUCH AMENITIES ARE PERMITTED IN THE STREET RIGHT OF WAY. \1*111nnp of Wpqt('In\/ ASSUMED NORTH SCALE: 1 " =30' HOLEY MOLEY SAYS "DON'T DIG BLINDn "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1 -800- 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND 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 000.00 All Other Finish Grades Fl ow Arrow 0 2' Chairback Curb with Gutter 12 C801 11 (c 2' Valley Gutter �01 New Street Light Location NOTE: 1. ALL EXISTING PAVEMENT SHALL BE SAWCUT WHERE NEW PAVEMENT IS TO BE INSTALLED ADJACENT TO EXISTING PAVEMENT. 2. ADDITIONAL TOWNE ROAD IMPROVEMENTS SUCH AS LANDSCAPING AND ASPHALT PATH WILL BE INCLUDED IN TOWNE ROAD IMPROVEMENT CONSTRUCTION PLANS PER AGREEMENT BETWEEN BRENWICK DEVELOPMENT AND THE CITY. A: 90-., t K ,jl r— , � r ' r ". ,1 c l 0 4. ' 9 i XI r �1 t W M M 0 U 0 En U 2 w V) V) �V) 3Z 3W V)M V)M Z U o¢ Q �n w p o V) IM 5 w p Q� o � �Z o'er 00 Cn C_> W Wp m Q:� -Z N is \\\\'� 111 t t t t t l I r r n► n i// ���rs� \STER..'f',� No. 10000075 STATE OF /ONAL //111111111111111 DATE: 7/1/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services CIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 7/1/05 1238.6002 DRAWN BY: CI DCC O ENTRANCE PLAN DRAWING FILES: N: \1238 \6002 \DWGS \C301.DWG XREF: 6001- BS.DWG XREF: 6002- BS.DWG XREF: CA2I.DWG SHEET NO.: O H � � W 0 O w Q w � w � � � w DATE: PROJECT NO.: 7/1/05 1238.6002 DRAWN BY: CHECKED BY: DCC SHEET TITLE: ENTRANCE PLAN DRAWING FILES: N: \1238 \6002 \DWGS \C301.DWG XREF: 6001- BS.DWG XREF: 6002- BS.DWG XREF: CA2I.DWG SHEET NO.: (C3CDn w w N z 955 Cn U S � � Q W � W Z O z BL CK "T" Z �0 o MALCOMBE STREET 956 Village of WestClay - SECTION 6002 126th„ STRE L- 0 U0 \ I C301 TROUPE STREET Village of WestClay �- SECTION 6002 / / PROJECT NO.: 7/1/05 1238.6002 DRAWN BY: JL q (a = DCC o MAINTENANCE OF TRAFFIC C.) ®IF N: \1238 \6001 \DWGS \C302- 303.DWG HOLEY MOLEY SAYS XREF: 6002- BS.DWG � o (C3CD2 z 1. IT SHALL BE THE RESPONSIBILITY OF EACH SUBCONTRACTOR TO VERIFY ALL EXISTING t c o 126TH STREET w �� UTILITIES AND CONDITIONS PERTAINING TO THEIR PHASE OF WORK. IT SHALL ALSO BE DON'T CENTER LINE R/W LINE � Q z THE SUBCONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS DIG R/W LINE - ROAD CONSTRUCTION SIGN WITH: TYPE "A" PROPER STAKE S OF E IS STARTED. THE SUBCONTR CTOR SHALL OTIFY, INWRTING, THE OWNER AND KTHE ENGINEER CONSTRUCTION WARNING LIGHT OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. BLIND� 40' - 50' PARTIAL RIGHT -OF -WAY RIGHT -OF -WAY B (LOW INDUSTRIAL FLASHING) 2. AL CONSTRUC11ON ACTIVITY ON THIS SITE IS TO BE PERFORMED IN COMPLIANCE WITH CZ (NORTH SIDE) (SOUTH SIDE) EXISTING PAVEMENT r-- 4 CONSTRUCTION GRADE APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. c - BARREL 45bim 24, 3. AL CONSTRUCTION INSIDE PUBLIC RIGHT —OF —WAY SHAL BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY OF CARMEL STREET AND NEW PAVEMENT EXISTING EXISTING j\ - NEW PAVEMENT WITHIN R/W ENGINEERING DEPARTMENT FOR CONSTRUCTION INCLUDING MATERIALS, METHODS OF CONSTRUCTION, AND TRAFFIC CONTROL. PAVEMENT PAVEMENT i i � � ����'�' 4. MAINTENANCE OF TRAFFIC DEVICES ARE TO CONFORM TO INDIANA DEPARTMENT OF SAW CUT FORM ADNEATFJOINT�NG PAVEMENT 6" CHAIR TO O - ROAD CONSTRUCTION AHEAD (XW20 -1); 48 "x48" DETAILPSSEEAINDIA AT DEPARTMENT CIOF TRANSPORTATION ION ST ND RDT EDITION). DRAWINOGS.MORE "IT'S THE LAW" BACK CURB 4 PER FT. MIN. SLOPE: 1/ /�� — FLGGER AHEAD (XW20-7) TRAFFIC CONTROL OD ARD LAYOUT, R DETERMINED BY OR, SHALL BE W COMPLIANCE WITH LOCAL REQUIREMENTS AND TH THE CONTRACTOR, CALL 2 WORKING DAYS BEFORE YOU DIG 1 -800 -382 -5544 �. 1.5 SURFACE #11 INDIANA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS, CALL TOLL FREE 2 HAC BINDER #8 Barricade Placement O �� �� END CONSTRUCTION (XG20 -1); 60 x24 LATEST EDITION. 6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY OF CARMEL PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE 3" HAC BASE #5D STREET DEPARTMENT BEFORE ANY WORK IN R/W IS TO BEGIN. A PRECONSTRUCTION WITHOUT NOTIFYING THE UNDERGROUND 7" #53 STONE A n During Construction - DIRECTION OF TRAFFIC MEETING SHALL BE SCHEDULED TO REVIEW DEPARTMENTS CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTORS AND TO LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. 4" #2 STONE OR MATCH EXISTING (WHICHEVER IS GREATER) B At the End of Construction Da Day REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN CITY RIGHT OF WAY. PIPE UNDERD N (TYP) SEE DETAIL 5 C801 126TH. STREET PAVEMENT SECTION - FLAGGER REQUIRED 7• THE CONTRACTOR SHALL FURNISH, INSTAL AND MAINTAIN IN PROPER WORKING ORDER, AL CONSTRUCTION SIGNS, LIGHTS, BARRELS AND OTHER TRAFFIC CONTROL EQUIPMENT AS MAY BE REQUIRED TO FULLY MAINTAIN, AS NEARLY AS POSSIBLE, NORMAL TRAFFIC WITHIN THE CONSTRUCTION AREA. CONSTRUCTION SIGNS SHALL REMAIN IN PLACE UNTIL AL ROAD CONSTRUCTION IS COMPLETE. WHEN CURB IS NOT PROPOSED PROVIDE A 3 FOOT NOTE: �02 ALL EXISTING AND PROPOSED UTILITY RELOCATION OR IMPROVEMENTS WIDE #73 STONE SHOULDER AT A MINIMUM OF 6 INCHES ARE TO BE COMPLETED PRIOR TO PLACEMENT OF ANY PAVEMENT 8. THE CONSTRUCTION WILL CONSIST OF ADDING AN ACCELERATION /DECELERATION LANE WITH BARREL ARRAYS AND SIGNS POSTED AT EACH END OF THE WORK ZONE AS SHOWN DEPTH WITH SSD AS DEPICTED ON THE DEVELOPMENT PLAN WITHIN RIGHT —OF —WAY. NOTE: ON THE PLAN. UPON COMPLETION OF 'WORK THE BARRELS WALL BE REMOVED. O PREPARED SUBGRADE PER INDIANA DEPARTMENT ADDITIONAL TOWNE ROAD IMPROVEMENTS SUCH AS LANDSCAPING AND ASPHALT 9. CONSTRUCTION HOURS IN THE CITY RIGHT -OF -WAY WILL BE ONLY FROM 9:00 A.M. TO OF TRANSPORTATION SPECS SECTION No. 207 PATH WILL BE INCLUDED IN TOWNE ROAD IMPROVEMENT CONSTRUCTION PLANS 4:00 P.M. NOTE: PER AGREEMENT BETWEEN BRENWICK DEVELOPMENT AND THE CITY. MILL 1" OR EXISTING ROADWAY ACROSS PROPERTY 10. DURING NON — CONSTRUCTION HOURS, BOTH LANES OF 126TH STREET WILL BE OPENED FOR PUBLIC USE. THIS WILL REQUIRE THAT THE BARRELS BE MOVED TO THE EDGE OF FRONTAGE AND RESURFACE WITH 1.5' HAC #11. THE EAST BOUND LANE. I RHETT STREET i 11. FLAGGER AHEAD SIGNS TO BE COVERED OR TAKEN DOWN WHEN FLAGGERS NOT PRESENT. / W 12. ANY DROP OFF ADJACENT TO THE TRAVEL LANE WHICH EXCEEDS 4' MUST HAVE TYPE II DRUMS WITH TYPE 'A' FLACHERS SPACED EVERY 100'. 0A1 ! 45 I 1 J 1 13. ENSURE POSITIVE DRAINAGE ON NORTH SIDE OF ROAD WIDENING. w w N z 955 Cn U S � � Q W � W Z O z BL CK "T" Z �0 o MALCOMBE STREET 956 Village of WestClay - SECTION 6002 126th„ STRE L- 0 U0 \ I C301 TROUPE STREET Village of WestClay �- SECTION 6002 / / LLJ LL1 Cn W LL1 Cn CD Z Q Z Z O U Cif O LL 0 D ss enRRicnoES @ zs' = 525' TROUPE STREET MALCOMBE STREET & 126TH STREET r3 SCALE: 1 " =30' C101 & 126TH STREET —� SCALE: 1 " =30' 01 ASSUMED NORTH II �I C) II O� II I I3 �� I II I CD cif LO II Iw o � II ° 25' CD LLj � I II a z 0 D z w 0 c� V Rj w 0 w w Ir- ire N z� o w 5 w wM �1W, G\STERF No. 10000075 � STATE OF O w N P ���ttmnntt►nta'a DATE: 7/1/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering PROJECT NO.: 7/1/05 1238.6002 DRAWN BY: 0 LLJ LL1 Cn W LL1 Cn CD Z Q Z Z O U Cif O LL 0 D ss enRRicnoES @ zs' = 525' TROUPE STREET MALCOMBE STREET & 126TH STREET r3 SCALE: 1 " =30' C101 & 126TH STREET —� SCALE: 1 " =30' 01 ASSUMED NORTH II �I C) II O� II I I3 �� I II I CD cif LO II Iw o � II ° 25' CD LLj � I II a z 0 D z w 0 c� V Rj w 0 w w Ir- ire N z� o w 5 w wM �1W, G\STERF No. 10000075 � STATE OF O w N P ���ttmnntt►nta'a DATE: 7/1/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 7/1/05 1238.6002 DRAWN BY: � DCC o MAINTENANCE OF TRAFFIC C.) DRAWING FILES: N: \1238 \6001 \DWGS \C302- 303.DWG XREF: 6001- BS.DWG XREF: 6002- BS.DWG � o (C3CD2 z � o w Q) c� � Q z o � z � � w CZ w r-- 4 DATE: PROJECT NO.: 7/1/05 1238.6002 DRAWN BY: CHECKED BY: DCC SHEET TITLE: MAINTENANCE OF TRAFFIC PLAN DRAWING FILES: N: \1238 \6001 \DWGS \C302- 303.DWG XREF: 6001- BS.DWG XREF: 6002- BS.DWG XREF: CA21.DWG, CA9.DWG SHEET NO.: (C3CD2 NOTE: ADDITIONAL TOWNE ROAD IMPROVEMENTS SUCH AS LANDSCAPING AND ASPHALT PATH WILL BE INCLUDED IN TOWNE ROAD IMPROVEMENT CONSTRUCTION PLANS PER AGREEMENT BETWEEN BRENWICK DEVELOPMENT AND THE CITY. h A ► i n ^► Amr nTr�rrT 1. IT SHALL BE THE RESPONSIBILITY OF EACH SUBCONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO THEIR PHASE OF WORK. IT SHALL ALSO BE THE SUBCONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS OF EACH UTILITY BEFORE WORK IS STARTED. THE SUBCONTRACTOR SHALL NOTIFY, IN WRITING, THE OWNER AND THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE IS TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 3. ALL CONSTRUCTION INSIDE PUBLIC RIGHT -OF -WAY SHALL BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY OF CARMEL STREET AND ENGINEERING DEPARTMENT FOR CONSTRUCTION INCLUDING MATERIALS, METHODS OF CONSTRUCTION, AND TRAFFIC CONTROL. 4. MAINTENANCE OF TRAFFIC DEVICES ARE TO CONFORM TO INDIANA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, DATED 1995 (LATEST EDITION). FOR MORE DETAIL SEE INDIANA DEPARTMENT OF TRANSPORTATION STANDARD DRAWINGS. 5. ALL TRAFFIC CONTROL METHODS AND PROCEDURES AND LAYOUT, AS DETERMINED BY THE CONTRACTOR, SHALL BE IN COMPLIANCE WITH LOCAL REQUIREMENTS AND THE INDIANA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS, LATEST EDITION. 6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY OF CARMEL STREET DEPARTMENT BEFORE ANY WORK IN R/W IS TO BEGIN. A PRECONSTRUCTION MEETING SHALL BE SCHEDULED TO REVIEW DEPARTMENTS CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTORS AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN CITY RIGHT OF WAY. 7. THE CONTRACTOR SHALL FURNISH, INSTALL AND MAINTAIN IN PROPER WORKING ORDER, ALL CONSTRUCTION SIGNS, LIGHTS, BARRELS AND OTHER TRAFFIC CONTROL EQUIPMENT AS MAY BE REQUIRED TO FULLY MAINTAIN, AS NEARLY AS POSSIBLE, NORMAL TRAFFIC WITHIN THE CONSTRUCTION AREA. CONSTRUCTION SIGNS SHALL REMAIN IN PLACE UNTIL ALL ROAD CONSTRUCTION IS COMPLETE. 8. THE CONSTRUCTION WILL CONSIST OF ADDING AN ACCELERATION /DECELERATION LANE WITH BARREL ARRAYS AND SIGNS POSTED AS EACH END OF THE WORK ZONE AS SHOWN ON THE PLAN. UPON COMPLETION OF WORK THE BARRELS WILL BE REMOVED. 9. CONSTRUCTION HOURS IN THE CITY RIGHT -OF -WAY WILL BE ONLY FROM 9:00 A.M. TO 4: 00 P.M. 10. DURING NON- CONSTRUC11ON HOURS, BOTH LANES OF 126TH STREET WILL BE OPENED FOR PUBLIC USE. THIS WILL REQUIRE THAT THE BARRELS BE MOVED TO THE EDGE OF THE EAST BOUND LANE. 11. FLAGGER AHEAD SIGNS TO BE COVERED OR TAKEN DOWN WHEN FLAGGERS NOT PRESENT. 12. ANY DROP OFF ADJACENT TO THE TRAVEL LANE WHICH EXCEEDS 4" MUST HAVE TYPE II DRUMS WITH TYPE 'A' FLACHERS SPACED EVERY 100'. 13. ENSURE POSITIVE DRAINAGE ON NORTH SIDE OF ROAD WIDENING HOLEY MOLEY SAYS "DON'T DIG BLIND In "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. ASSUMED NORTH NOTE: ALL STRIPING TO BE THERMOPLASTIC. N Z w M M 0 Elf V V H w a- m W Ln 5 w in N Z 0 0 0 U5 �-= 5; w wM Q GISTER �P,�''% a No. 10000075 STATE OF O 70NAL 3/t4�- / /3-1� L%_ DATE: 7/1/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART. WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services CIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 7/1/05 1238.6002 DRAWN BY: CHECKED BY: DCC O STRIPING PLAN DRAWING FILES: N:\1238\6001\DWGS\C302.-303.DWG XREF: 6001- BS.DWG XREF: 6002- BS.DWG XREF: CA2I.DWG, CA9.DWG -�--� O z Q oQ O w Q E-1 4) C-) tw w CZ w DATE: PROJECT NO.: 7/1/05 1238.6002 DRAWN BY: CHECKED BY: DCC SHEET TITLE: STRIPING PLAN DRAWING FILES: N:\1238\6001\DWGS\C302.-303.DWG XREF: 6001- BS.DWG XREF: 6002- BS.DWG XREF: CA2I.DWG, CA9.DWG SHEET NO.: (C303 W W "' 18 +00 0 z 906.26 Y U M 905.63 TC 14.00' LT 905.13 GUT BR STA 4+91.20/ 904.71 TC 14.00' LT 904.21 GUT RHETT STREET RHETT STREET & BUCKLAND STREET ASHWORTH STREET & WOODLEY STREET SCALE: 1 " =30' SCALE: 1 " =30' 3 C301 .45 w w cn � � z LCn o Y U M 14.00' LT 905.45 TC 904.95 GU BR STA 4 +91.20 14.00' RT 904.71 TC 904.21 GUT 1 C301 "010 0 BR STA 1 +39.0 906.74 TC 906.24 GUT ;TA 15 +53.61 1- W TC =906 N Z _Q A Y U M 3!9.00 905.19 TC 967 BR STA 12 +05.61 14.00' RT 905.40 TC 1— - w W _ Ile z m TROUPE STREET TROUPESTREET & BUCKLAND STREET SCALE: 1 "=30 1 z C301 3 GUT TC -- ASHWORTH STREET VADNDRHORST STREET BUCKLAND STREET & ASHWORTH STREET SCALE: 1 " =30' AIALCOMBE STREET MALCOMBE STREET & BUCKLAND STREET SCALE: 1 "= 30' w W V) a z Y M L401 1 I 1m1 1 I- -� 0@ I I ti 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. BR STA 1 +39.00 967 BR STA 12 +05.61 BUCKLANDSTREET & VADNDRHORST STREET SCALE: 1 " =30' 1- W W s_ EX. TC cn a No EX. T _. m ASSUMED NORTH SCALE: 1 "=30' HOLEY MOLEY SAYS "DON'T DIG BLINDn IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. Existing Storm Sewer New Storm Sewer Existing Sanitary Sewer Es% New Sanitary Sewer 000 - — Existing Contour X ELEV DESC Existing Elevation w/ description 000.00 New Pavement Grade 000.00 All Other Finish Grades Flow Arrow 0 2' Chairback Curb with Gutter rl 2 C801 1 CO 2' Valley Gutter 1 C801 Emergency Over Flow Route New Street Light Location VADNDRHORST STREET & WOODLEY STREET SCALE: 1 " =30' 7 C301 N Z W M M 0 U U Of W a_ 0 W N 5 w in N 0 o zc U5 �_r S w wm llllllll / / /j /�Y No. _10000075 �0 . STATE OF DIAIA NAL 111111111% DATE: 7/1/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 7/1/05 1238.6002 DRAWN BY: CCU DCC o INTERSECTION & r (7\2 N: \1238 \6002 \DWGS \C304.DWG U XREF: 6002- BS.DWG � o (C 3 0 z o z �Z � z �z o w � � w (Z z w r r---q DATE: PROJECT NO.: 7/1/05 1238.6002 DRAWN BY: CHECKED BY: DCC SHEET TITLE: INTERSECTION & CUL —DE —SAC DETAILS DRAWING FILES: N: \1238 \6002 \DWGS \C304.DWG XREF: 6001- BS.DWG XREF: 6002- BS.DWG XREF: CA21.DWG SHEET NO.: (C 3 0 N W CZY W Z W J V Of W Cl- N W J O Of d Lj - V Q [if N W W � Q N (w w 5 Qr_ w� C) iri o (� U CU5 WC:j� N \XOG \STER� NO. 10000075 -�O STATE OF ��arrrrrrnnua���a DATE: 7/1/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 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.: 7/1/05 1238.6002 DRAWN BY: C: DCC O SANITARY SEWER PLAN & PROFILE DRAWING FILES: N: \1238 \6002 \DWGS \C401- 402.DWG XREF: 6001- BS.DWG XREF: 6002- BS.DWG XREF: SANITARY.DWG o (C40n � p w Q oQ W CZ W �I DATE: PROJECT NO.: 7/1/05 1238.6002 DRAWN BY: CHECKED BY: DCC SHEET TITLE: SANITARY SEWER PLAN & PROFILE DRAWING FILES: N: \1238 \6002 \DWGS \C401- 402.DWG XREF: 6001- BS.DWG XREF: 6002- BS.DWG XREF: SANITARY.DWG SHEET NO.: (C40n 1 I LL 959 t WY 0 32 AT. w m � w C) w U � J � ¢ cn �I 2 8' F F 50' R /V1 925 zem WYE & LAT. WYE & LAT. 0 +88 1 +31_ 127 958 WYE & LAT, 0 +41 957 962 7/1/05 WYE &LAT. I I 0 +86 F!F WYE & LAT. 956 1 +22 50' �2/ 40 WYE & LAT. 965 0 +84 WYE & LAT. '281 +20 966 SANITARY SEWER PLAN 962 7/1/05 963 I I 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO F!F CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. WYE & LAT. 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE WYE & LAT. I USGS STANDARDS FOR WORKER SAFETY. CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT 0 +50 EAST SIDE HOOVER RD. f100' SOUTH OF CLARIDG� 0 +79 FARM ENTRANCE. BEGINS. w 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. o 5. ALL WYE, LATERAL AND PROFILE STATIONS ARE FROM THE W NEAREST DOWNSTREAM MANHOLE. (MH) ry - -7 f HOLEY MOLEY SAYS SPECIFIED. , DON'T 7. ALL WYE CONNECTIONS SHALL HAVE A MINIMUM OF FIVE (5) w FOOT LATERAL EXTENSION CONNECTED TO THE WYE, OR ; DIG EXTEND TO THE U1ILITY AND DRAINAGE EASEMENT OF THE / I a A LOT, WHICHEVER IS GREATER, BUT IN NO CASE SHOULD THE a61.I� BLIND END OF THE LATERALS BE CLOSER THAN FIVE (5) FEET TO THE BUILDING LINE, UNLESS NOTED OTHERWISE. THE END OF t \ THE LATERAL SHALL BE PLUGGED OR CAPPED, UNLESS OTHERWISE NOTED. 8. LATERALS RUNNING TO THE OPPOSITE SIDE OF THE STREET 9 SHALL EXTEND TO THE UTILITY AND DRAINAGE EASEMENT O OF THE LOT, BUT IN NO CASE SHOULD THE END OF THE I LATERALS BE CLOSER THAN FIVE (5) FEET TO THE BUILDING C LINE, UNLESS OTHERWISE NOTED. 964 9• FINAL BACKFILL FOR WATER MAINS, WATER SERVICE I LATERALS, SANITARY MAINS AND SANITARY SERVICE CALL 2 WORKING DAYS BEFORE YOU DIG WYE & LAT. BE B- BORROW FOR STRUCTURAL BACKFILL MEETING THE = Z CALL TOLL FREE 1 0 +39 95% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH 1 IT IS AGAINST THE LAW TO EXCAVATE OF THE MATERIAL PLACED. THE BACKFILL FOR THE TOP 6- WITHOUT NOTIFYING THE UNDERGROUND I I WYE & LAT. 965 0 +84 WYE & LAT. '281 +20 966 SANITARY SEWER PLAN SCALE: 1 " =50' 925 w J w CD J ° w z 920 CD rr w z = Q O ° w ° o Q 920 w ______ __ __ ___ _ _________ __ Q _ z _�_ ___ __________ z of O Q = —j Q U >- Cn ~ n En _ of = O= Z U Q ^��i� Q Z U Q �� ^�� Ln F¢- C_7 ?- Z = nf co Cn Z w Cn U Q C^ 0 C1) Z W (/) Q z ^ �� ° =w� `� - -- - w�' 915 rn U Z J ~ Q Z �- Q U U-< ������ X 0o DD p - - O 1 r7 915 z UQ ^ �� zQ w�� w °u7 w N 00co m � t _N �_ CD Q � w cn � Q = ^ � � � - - - ------ oo-�o- ._._.. __.___-- �----- _______E:_. -_r.�. ___... _ ._.� � Sri � w I - rn O j - - - U Q _ cn --------------------- tom+ 00 00 00 '� rn rn 00 _ w rn w 1 00 O U "- r- Ln m co - --V) Q z ^ H- c", ��� I O I CD c� �r r� ern oo � O rn rn CD z w cr I- C"i ��� o O U V = O 1 ° U00- .4-rn°p m� �� � >�00000000�- O �co°o � >cD°o°o� LL_ U rn 00 00 00 II cfl O U s� O Cn M 00° W DD - t`r7� � > ° I - -0 Q_ > °� � O > DD O 1 cV r� 00 m 00 >�j0000F -Z C` Ucod o� Q_ OZZ� � D! = =0 O X °�° °° °° rn r�r�) O I N N �- 1 rn = °zZ�- O ��� w �O Ew- a ��- w o ��u7�� m� ° Ur��� z a) C >��� w �� O 910 �� �rnrn I m ° >� o v z "zzz ¢ of nom- -- rn0 MM Co O � 00 co O Uop� x ~C3> w a' —o n� - -- 1n__ zzz Q �c>> 00 > o z O � � OO rte. I ° z z z cn 1.__: cvMr7r7oo II 0zzO O >r6�- O Uri o w °' - -O w Q 910 � O 00 w rZ ° ° x r'i -� w— w O z ________._._._ Cn z z z z a,zZ°� 3:: V)I. -: Q W ono or LLJ w w 905 905 _ U � Ln ___ - CID _ 900 77MI — 8" WATERMAIN N — — _ — o , I w - 907 . _ _ i 75' 1.007 8 »PVC 1.00% 895 895 i -- - - ' LQ_0_% 8 »PVC - _— __ _ _ ........_ ____ __ __ 45% _ 8 PVC - 8�— - 128 0 "PVC 128 1.00% 8 »PVC 8 178' 0.45% 8 PVC 137' 0.45% 890 890 4_1 885 885 L J I0I LJ SANITARY SEWER PROFILE ,- __ / SCALE: »_ ������ VER T.. 1"=5' 5 Existing Grade New Grade Granular Backfill Lo W Or Li Z W J U W a. � N w J C) W o M M IL o w ~ U ~ z N W W a_ 0 N°v 5 Uj O \\ oLID r- °° V) U L) Uj 5;m o m LLJ a:� _: N rr) \\\\\����ttttuuut►►rru��ii����� ���QON T. B�.n °''' .1``�" ��P��G�STERFp �� No. 10000075 STATE OF AND I A'A /4NAL �'� %�rur►n n n nutt��� °���� DATE: 7/1/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Schne*ider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS *LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering PROJECT NO.: 7/1/05 1238.6002 DRAWN BY: 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO Ct CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. TBM #44 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE BENCHMARK PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. USGS STANDARDS FOR WORKER SAFETY. CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT XREF: SANITARY.DWG EAST SIDE HOOVER RD. f100' SOUTH OF CLARIDG� IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION FARM ENTRANCE. BEGINS. ELEVATION — 893.39 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. o 5. ALL WYE, LATERAL AND PROFILE STATIONS ARE FROM THE W NEAREST DOWNSTREAM MANHOLE. (MH) 6. WYES AND LATERALS TO BE 6" PIPE UNLESS OTHERWISE - -7 f HOLEY MOLEY SAYS SPECIFIED. , DON'T 7. ALL WYE CONNECTIONS SHALL HAVE A MINIMUM OF FIVE (5) FOOT LATERAL EXTENSION CONNECTED TO THE WYE, OR ; DIG EXTEND TO THE U1ILITY AND DRAINAGE EASEMENT OF THE / I a A LOT, WHICHEVER IS GREATER, BUT IN NO CASE SHOULD THE a61.I� BLIND END OF THE LATERALS BE CLOSER THAN FIVE (5) FEET TO THE BUILDING LINE, UNLESS NOTED OTHERWISE. THE END OF t \ THE LATERAL SHALL BE PLUGGED OR CAPPED, UNLESS OTHERWISE NOTED. 8. LATERALS RUNNING TO THE OPPOSITE SIDE OF THE STREET 9 SHALL EXTEND TO THE UTILITY AND DRAINAGE EASEMENT W OF THE LOT, BUT IN NO CASE SHOULD THE END OF THE I LATERALS BE CLOSER THAN FIVE (5) FEET TO THE BUILDING C LINE, UNLESS OTHERWISE NOTED. IT' S THE LAW" 9• FINAL BACKFILL FOR WATER MAINS, WATER SERVICE LATERALS, SANITARY MAINS AND SANITARY SERVICE CALL 2 WORKING DAYS BEFORE YOU DIG LATERALS UNDER AND WITHIN 5 -FEET OF PAVEMENT SHALL w w 1- 800-382 -5544 BE B- BORROW FOR STRUCTURAL BACKFILL MEETING THE = Z CALL TOLL FREE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED IN 6 -INCH MAXIMUM LIFTS TO NOT LESS THAN V) PER INDIANA STATE LAW IS -69 -1991. 95% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH 1 IT IS AGAINST THE LAW TO EXCAVATE OF THE MATERIAL PLACED. THE BACKFILL FOR THE TOP 6- WITHOUT NOTIFYING THE UNDERGROUND INCHES OF THE EXCAVATION BELOW THE START OF THE I LOCATION SERVICE TWO (2) WORKING AGGREGATE SUBBASE OF THE PAVEMENT SHALL BE NO. 53 DAYS BEFORE COMMENCING WORK. STONE MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED TO NOT LESS THAN 95 I STANDARD PROCTOR DENSITY. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT FINAL BACKFILL REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL o GOVERN. Z Yw 10. ANY UTILITY OR LATERAL CROSSINGS CLOSER THAN 8 INCHES U W IN SEPARATION REQUIRES CONCRETE ENCASEMENT. (/) m 11. FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY I 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. BEDDING, HAUNCHING AND INITIAL BACKFILL MATERIALS, 12. PLACEMENT AND COMPACTION FOR WATER MAINS, WATER I SERVICE LATERALS, SANITARY MAINS AND SANITARY SERVICE I LATERALS SHALL BE IN ACCORDANCE WITH THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION. SCALE: 1 " =50' 925 w J w CD J ° w z 920 CD rr w z = Q O ° w ° o Q 920 w ______ __ __ ___ _ _________ __ Q _ z _�_ ___ __________ z of O Q = —j Q U >- Cn ~ n En _ of = O= Z U Q ^��i� Q Z U Q �� ^�� Ln F¢- C_7 ?- Z = nf co Cn Z w Cn U Q C^ 0 C1) Z W (/) Q z ^ �� ° =w� `� - -- - w�' 915 rn U Z J ~ Q Z �- Q U U-< ������ X 0o DD p - - O 1 r7 915 z UQ ^ �� zQ w�� w °u7 w N 00co m � t _N �_ CD Q � w cn � Q = ^ � � � - - - ------ oo-�o- ._._.. __.___-- �----- _______E:_. -_r.�. ___... _ ._.� � Sri � w I - rn O j - - - U Q _ cn --------------------- tom+ 00 00 00 '� rn rn 00 _ w rn w 1 00 O U "- r- Ln m co - --V) Q z ^ H- c", ��� I O I CD c� �r r� ern oo � O rn rn CD z w cr I- C"i ��� o O U V = O 1 ° U00- .4-rn°p m� �� � >�00000000�- O �co°o � >cD°o°o� LL_ U rn 00 00 00 II cfl O U s� O Cn M 00° W DD - t`r7� � > ° I - -0 Q_ > °� � O > DD O 1 cV r� 00 m 00 >�j0000F -Z C` Ucod o� Q_ OZZ� � D! = =0 O X °�° °° °° rn r�r�) O I N N �- 1 rn = °zZ�- O ��� w �O Ew- a ��- w o ��u7�� m� ° Ur��� z a) C >��� w �� O 910 �� �rnrn I m ° >� o v z "zzz ¢ of nom- -- rn0 MM Co O � 00 co O Uop� x ~C3> w a' —o n� - -- 1n__ zzz Q �c>> 00 > o z O � � OO rte. I ° z z z cn 1.__: cvMr7r7oo II 0zzO O >r6�- O Uri o w °' - -O w Q 910 � O 00 w rZ ° ° x r'i -� w— w O z ________._._._ Cn z z z z a,zZ°� 3:: V)I. -: Q W ono or LLJ w w 905 905 _ U � Ln ___ - CID _ 900 77MI — 8" WATERMAIN N — — _ — o , I w - 907 . _ _ i 75' 1.007 8 »PVC 1.00% 895 895 i -- - - ' LQ_0_% 8 »PVC - _— __ _ _ ........_ ____ __ __ 45% _ 8 PVC - 8�— - 128 0 "PVC 128 1.00% 8 »PVC 8 178' 0.45% 8 PVC 137' 0.45% 890 890 4_1 885 885 L J I0I LJ SANITARY SEWER PROFILE ,- __ / SCALE: »_ ������ VER T.. 1"=5' 5 Existing Grade New Grade Granular Backfill Lo W Or Li Z W J U W a. � N w J C) W o M M IL o w ~ U ~ z N W W a_ 0 N°v 5 Uj O \\ oLID r- °° V) U L) Uj 5;m o m LLJ a:� _: N rr) \\\\\����ttttuuut►►rru��ii����� ���QON T. B�.n °''' .1``�" ��P��G�STERFp �� No. 10000075 STATE OF AND I A'A /4NAL �'� %�rur►n n n nutt��� °���� DATE: 7/1/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Schne*ider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS *LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 7/1/05 1238.6002 DRAWN BY: CHECKED BY: Ct SHEET TITLE: co PLAN & PROFILE DRAWING FILES: CIQ XREF: 6001-BS-DWG XREF: 6002- BS.DWG XREF: SANITARY.DWG o � o W Q � W z C w DATE: PROJECT NO.: 7/1/05 1238.6002 DRAWN BY: CHECKED BY: DCC SHEET TITLE: SANITARY SEWER PLAN & PROFILE DRAWING FILES: N: \1238 \6002 \DWGS \C401- 402.DWG XREF: 6001-BS-DWG XREF: 6002- BS.DWG XREF: SANITARY.DWG v U z L2 CD / WATER MAINS 1. SCOPE OF WORK: A. The work required under this section includes all cold water distribution lines, valves, hydrants, and related items including excavating and backfilling necessary to complete the work shown on the drawings. The ends of water service lines shall be tightly plugged or capped at the terminal points pending the connecting to all such lines of the building piping as specified in the plumbing specifications and architectural drawings. 2. MATERIALS: A. Cast Iron Pipe: Cast iron pipe shall meet AWWA Specification C -106 with push —on joints meeting AWWA Specification C -111. Wall thickness shall be determined from Table 6.4 in AWWA C -106. Ductile iron pipe shall meet AWWA C -150 and C -151 Specifications. Pipe to be cement lines per AWWA C -104. B. Copper Tubing: Shall be seamless, "K" copper tubing complying with Federal Specification WW —T -799. Fittings shall be wrought copper with compression fitttings or cast bronze. C. Fire Hydrants: Shall comply with AWWA Specification C -502 and shall meet local standards and requirements, particularly as to nozzle diameters and threads, direction of opening and dimensions of operating and cap nuts. Fire Hydrants shall have one pumper and two hose nozzles. A valve opening not less than 5 inches and a 6 inch inlet connection. The length of the hydrant barrel shall be determined by the specified depth of cover over the pipe. D. Valves: All valves and stops shall have ends suited or adapters shall be provided for the proper installation in the lines in which they are located. Valves shall meet local standards or in the absence of such standards, the following requirements: 1. Valves in cast iron pipe shall be iron body, bronze mounted, disc gate valves conforming fo AWWA Specification C -500. They shall open in the some direction as those used in the local waterworks system. Valve stems shall terminate in 2 inch wrench nuts. Furnish two (2) keys. 2. Valves in copper pipe shall be standard brass body, round —way, ground —key stops with T heads. Furnish two (2) keys. E. Valve Boxes: Shall meet local standards or in the absence of such, shall comply with the following requirements: 1. For iron body valves, boxes shall be approved standard buffalo —type, cast iron, adjustable shaft boxes, having a minimum shaft diameter of 5 -1/4 inches. 2. For brass body valves (stops) boxes shall be approved standard cast iron extension service boxes, having a minimum diameter of 2 -1/2 inches and having lid held in place by a brass or bronze bolt. The castings sholl be coated with two coats of coal —tar pitch varnish. Furnish two (2) keys for bolt in lids. F. Stops: Stop shall be those manufactured by Ford or Mueller Corporation with AWWA taper thread, and with copper compression type fitting on outlet, or equal. G. Blow —off Valves: Blow —off valves shall be those manufactured by Muller Corporation (H -10283 or H- 10291), or equal. H. Angle Valves: Angle valves at the end of water service stub are to be copper compression type fitting also, and are to be protected with plastic bag over the valve. I. Taps: 3/4" taps in lines smaller than 4 inches shall be only by topped tee or topping saddle. Water service lines should be marked on curbs with a stamped "W ", placed while pouring curbs. 3. APPLICATION: A. Permits and Codes: The intent of this section is the specifications if that the contractor's bid on the work covered herein shall be based upon the drawings and specifications but that the work shall comply with all applicable codes and regulations. Contractor shall furnish all necessary bonds to get permits for cuts and connections. B. Existing Improvements: Maintain in operating condition all active utilities and sewers and other pipe system that may be encountered. C. Trenching: Lay all pipe in open trenches, except when local authority gives written permission for tunneling. Provide a separate trench for the water line at least 10 feet horizontally from any sanitary sewer. In locations where separate trenches for sewer and water lines are impracticable, lay the water pipe on a solid shelf at least 18 inches above the top of the sewer. D. Width of Trench: Excavate trenches minimum of pipe diameter plus 12 ". E. Sheeting and bracing: Sheet and brace trenches as necessary to protect workmen and adjacent structures. All trenching shall comply with the Occupational Safety and Health Administration Standards. F. Water Removal: Keep trenches free from water while construction therein is in progress. Under no circumstances lay pipe or appurtenances in standing water. Conduct the discharge from trench dewatering to drains or natural drainage channels. G. Grading Trench Bottoms: The bottom quadrant of the pipe shall be fully and uniformly supported. The full load shall rest on the barrel of the pipe. The trench may be excavated to a depth of 4 inches or more below final grade with sand, crushed stone or gravel backfill to bring it back to pipe laying grade. Final backfill sholl be B— borrow (INDOT spec) compacted in 6" max lifts to not less than 95% standard proctor. 6" below aggregate subbase of pavement shall be #53 stone (INDOT spec) compacted to not less than 95% standard proctor. shall meet or exceed requirements of jurisdictional authority if more stringent. Be sure the backfill is free from large stones, roots or frozen clogs. Take care not to disturb pipe. Trenches parallel to and within 10 feet of paved roadways shall be constructed the same. H. Tests: Before joints are covered, fill the piping with water, opening hydrants or at least two hours at a pressure of 100 pounds per square inch. Inspect all joints for leakage and remedy any leaks. Upon completion of the water distribution mains, flush out the system until the water runs clear. As soon as the system has been flushed out, it shall be sterilized in accordance with the requirements of City of Carmel. I. If a horizontal distance of 10 feet cannot be maintained between the water line and and a sanitary sewer line, one of the following shall be done. a. Water line laid in a separate trench and 18" above sewer. b. Water line laid in some trench on a bench of undisturbed earth and sewer at least 18" below bottom of water line. Where water lines and sewers cross and the water line cannot be placed above the sewer with a minimum of 18" vertical clearance, the sewer must be constructed of water works grade cast iron pipe with mechanical joints within 10 feet of the water line. J. Utilities: It shall be the responsibility of each contractor to verify all existing utilities and conditions pertaining to his phase of the work. It shall also be the contractors responsibility to contact the owners of the various utilities before work is started. The contractor shall notify in writing the owners or the engineer of any changes, errors or omissions found on these plans on in the field before work is started or resumed. K. New Water Main Construction: Contractor to record dimension of each water stub and valves from nearest fire hydrant measured along water main. The locations of hydrants and water valves, along with any other construction changes are to be incorporated on the original construction drawings and "Record Drawing" prints submitted to Engineer's Office as soon after completion of construction as possible. Pipe Tracing Tape A. All pipe shall be traced with "Terra Tape" by Reef Industries, Inc., P.O. Box 33248, Houston, Texas 77033 or equal. tape shall be "Detectable" type imprinted with "Caution Buried Water Line Below ". Gate Valves A. All gate valves shall be iron body, bronze mounted, double disc, parallel seat type gate valves, conforming to AWWA Standard Specifications C500. They shall open in a counter clockwise direction. Valves placed in a valve box shall terminate in 2 inch square operating nut and have non — rising stems. One valve wrench shall be supplied to the Owner for this project. Gate valves shall be as made by Kennedy Valve Manufacturing Co., Inc., Elmira, New York, Mueller or equal. Valve Boxes A. Valve boxes shall be a three —piece cast iron type (base, center section, and sliding type adjustable extension) together with a "stay —put" cover marked "WATER ". The base shall be of the size recommended by the manufacturer for the size valve with which it is to be used. Wall thickness of the base and vertical sections shall not be less than 3/16 inch, and each valve box shall have a minimum shaft diameter of 5-1/4 inches. 12" OF MINIMUM O.D. + 1' -0" / BACKFILL / 11, / \\ I ,/ W \\ 01 o \\ �\ %� O.D. OF \ \ \j WATERMAIN \\ WARNING TAPE \\ SAND BEDDING \ \, F MECHA 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 AGGREGATE SUBBASE OF PAVEMENT SHALL BE #53 STONE ( INDOT SPEC) COMPACTED TO NOT LESS THAN 95% STANDARD PROCTOR. SHALL MEET OR EXCEED REQUIREMENTS OF JURISDICTIONAL AUTHORITY IF MORE STRINGENT. DIG OUT EACH JOINT. PIPE TO REST ON FIRM EARTH T\/nInAI IAIATrn k AIAI INSTALLATION- SET TOP FLUSH WITH FINISHED GRADE POSI —CAP OR EQUIVALENT TO BE ADJUSTABLE VALVE BOX INSTALLED ON ALL VALVES EVE do VALVE i UNDER PRESSURE WATER MAIN TRAILER WIRE nNGm�N GATE VALVE AND BOX- CONNECTION TO EXISTING MAIN OUTSIDE FACE AREA NOT LESS THAN VALUES GIVEN IN TABLE FOR 22 1/2- & 11 1/4' BENDS. OUTSIDE FACE AREA NOT LESS THAN PLAN VALUES GIVEN IN TABLE FOR 90' & 45" BENDS. PLAN STRAP IRON ANCHORS 2' WIDE x 1/2" THICK 4' MIN. VIII. 2,, 3/4 "x18" + ° a ANCHOR BOLTS �''�' • ' a (4 REVD) =I 12 . z MMP. 5" DIAM. WASHER. 1' THICK =I I I=I I I=1 I LEI ANCHOR BLOCK TO BE OF \ CLASS "B" CONCRETE OUTSIDE FACE AREA AS NOTED DOWNWARD BEND IN TABLE. SECTION "C —C" ,l•III� �11111� OUTSIDE FACE AREA NOT LESS THAN VALUES GIVEN IN TABLE FOR TEES & WYES. - FOR PLUGS. PLAN SECTION "D —D" N OTE: Al I rnA1rPrTr ai nrKwr. Tn MMSIST OF CLASS "B' CONCRETE POURED AGAINST FIRM GROUND. BLOCKING FOR PLUGS & BENDS BLOCKING FOR TEES & WYES PIPE SIZE OUTSIDE FACE AREA SQ. FT. SIZE OF RUN SIZE OF BRANCH OUTSIDE FACE AREA (SO. FT.) PLUG 90' BEND 45' BEND 22 1 2' 11 1/4-_ 20" 16 25 14 7 4 20" OR 16" 16' 1 1 7 16" 12 16 9 5 3 1 " Existing Water Main 12" 7 9 5 3 2 Of Bend 6" 1a" 1 4 7 4 2 1 12" OR LESS 1" 7 , " 42' 8' 3 5 3 2 1 95' 4 6" 2 3 2 1 1 ' 4" 2 3 2 1 , 4' 11 ' DETAIL — CONCRETE BLOCKING -- ... — A . . . 0 -r.. e% r-, e% n r-% I w I I^ A 4 o r � a > m a LL m d N G Q m m m I vim ° ° to CQ ca u t ml o n u m G m x 1 ..W I 3 A , G o e v .4 A D• a� :a O .D O a. Q 6 + a. 'v o oL v .v N 4 ' v G ♦ V m Q: ..UU UI d J 7 T 7 Q c ,u^ 9 u o E a 4 bb1 U Qo .0� <� BLUE REFLECTOR -FIRE HYDRANT MARKER DETAIL Restrained Joints Shall Be Mechanical Joint With Retainer Glands, US Pipe TR Flex Joint System, US Pipe Field LOK Gasket System, Or Equal. NOTE- THE ABOVE RESTRAINED JOINT LENGTHS ARE MINIMUM LENGTHS THE DESIGN ENGINEER SHALL DETERMINE if LONGER LENGTHS ARE REQUIRED. PROJECT NO.: PRESSURE PIPE JOINT RESTRAINT TABLE Existing Water Main CHECKED BY: Installed Under The Topping Sleeve O Length Of Pipe To Be Restrained C\2 SHEET NO.: U For Backfill Requirements \j In Each Direction From 114 Of Bend rL LLJ � o Based On 150 PSI Test Pressure U ® Degree Z Existing Water Main New Water Main Varies Of Bend 6" 8" 10" 12„ 14" 16" 18" 20 24 30" 90, Tees 27' 35 42' 50' 58' 65' 73' 80' 95' 115' & Plugs Bend r-1 vvv vvvv/ vvvv vvvv As Required Varies 7V v v v v v v 45' 7' 9' 11 ' 13' 15' All Joints Shall Be 17' 19' 21 ' 24' 29' 22 -112' 3' 4' 5' 6' 7' 8' 9' 10' 12' 14' 11 -114' 2' 2' 3' 3' 4' 4' 4' 5' 6' 7' Restrained Joints Shall Be Mechanical Joint With Retainer Glands, US Pipe TR Flex Joint System, US Pipe Field LOK Gasket System, Or Equal. NOTE- THE ABOVE RESTRAINED JOINT LENGTHS ARE MINIMUM LENGTHS THE DESIGN ENGINEER SHALL DETERMINE if LONGER LENGTHS ARE REQUIRED. Notes: 1) Megalug flanges shall be used for all mechanical joints. 2) Bell end pieces of pipe 4 ft. and smaller shall be considered scrap, and shall not be installed into system. Q it * Service Saddle Must Be Omitted For Services I" And Smaller And Direct Taps Made To Ductile Iron Pipe, Class 350 Or Greater. (Verify With Owner For Pressure Class DIP.) Water Main Tee — M. J. As Required Notes: 1. At High Points Along Main Water Line Where Indicated On Drawings, Anchoring Tee Shall Be Set At 45" Angle Upwards And Connected To 6" 45' Bend. Main Water Line Shall Be Lowered To Provide Sufficient Cover As Specified. 2. All Joints Shall Be Restrained Except In Run Of Tee. J. Hydrants Shall Be Set At 500' Max. Horizontal Distance, Or Less As Specified By Fire Department 4. AH valves must include Posi —Cap or equivalent N r: 1) 1" Or Smaller Service Line Shall Be Direct Tap Unless Approved By Carmel Utilities. 2) Corporation Stop Shall Be Brand And Model Approved By Carmel Utilities. 3) Service Line Tap Shall Be Installed With A Min. Harz. Seperation Of 24'. 4) 2 inch tops and smaller shall not be installed within 18 inches of mochonical joints and bells. Mueller Centurion A -423, Or Equal Painted "Safety )-e//Ow- NO el %w" 1 ' -0" Min. �— Bedding Material Conforming To INDOT 903.02, Size No. 8 One 8 "x8 "x 16" Solid Conc. Block Or 6,;Vin. Class'B" Concrete Base On Undisturbed ground. 5. Hydrant Vclves must be restrained to the tee with either all thread, or an anchoring tee. PROJECT NO.: New Pipe Shall Se 1238.6002 Existing Water Main CHECKED BY: Installed Under The Topping Sleeve O Existing Water Main See Trench Detail C\2 SHEET NO.: U For Backfill Requirements \j to rL LLJ � o 0 U ® Valve Z Existing Water Main New Water Main Varies U / vvvvvvvvvvv w Cl- . vvvvvvvvvv 0 W L0 5 12" Min. vvvvvvvvvvv vvvvvvvvvv / w U LB 0 V% N vvvvvvvvvvv ' W Tee vvvv New Water Main vvv , � V >o L,J \vvvv vvv vvv vvv Bend r-1 vvv vvvv/ vvvv vvvv As Required Varies 7V v v v v v v Bed Pipe In Specified Granular Bedding Moterio/ Hand Tamped In Note: All Joints Shall Be 6" Layers To Pipe Centerline Restrained Except Bedding Material Shall Conform In Run Of Tee. To INDOT 903.02, Size No. 8 Notes: 1) Megalug flanges shall be used for all mechanical joints. 2) Bell end pieces of pipe 4 ft. and smaller shall be considered scrap, and shall not be installed into system. Q it * Service Saddle Must Be Omitted For Services I" And Smaller And Direct Taps Made To Ductile Iron Pipe, Class 350 Or Greater. (Verify With Owner For Pressure Class DIP.) Water Main Tee — M. J. As Required Notes: 1. At High Points Along Main Water Line Where Indicated On Drawings, Anchoring Tee Shall Be Set At 45" Angle Upwards And Connected To 6" 45' Bend. Main Water Line Shall Be Lowered To Provide Sufficient Cover As Specified. 2. All Joints Shall Be Restrained Except In Run Of Tee. J. Hydrants Shall Be Set At 500' Max. Horizontal Distance, Or Less As Specified By Fire Department 4. AH valves must include Posi —Cap or equivalent N r: 1) 1" Or Smaller Service Line Shall Be Direct Tap Unless Approved By Carmel Utilities. 2) Corporation Stop Shall Be Brand And Model Approved By Carmel Utilities. 3) Service Line Tap Shall Be Installed With A Min. Harz. Seperation Of 24'. 4) 2 inch tops and smaller shall not be installed within 18 inches of mochonical joints and bells. Mueller Centurion A -423, Or Equal Painted "Safety )-e//Ow- NO el %w" 1 ' -0" Min. �— Bedding Material Conforming To INDOT 903.02, Size No. 8 One 8 "x8 "x 16" Solid Conc. Block Or 6,;Vin. Class'B" Concrete Base On Undisturbed ground. 5. Hydrant Vclves must be restrained to the tee with either all thread, or an anchoring tee. N 1 j I L��i pO T vi NO. 10000075 -�O_ STATE OF /ONAL '''� q 1 1 111,11► � � � 1 1111 1 DATE: 7/1/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering PROJECT NO.: 7/1/05 1238.6002 DRAWN BY: CHECKED BY: DCC SHEET TITLE: O AND SPECIFICATIONS DRAWING FILES: C\2 SHEET NO.: U \j to rL LLJ � o 0 U Q O Z V J LL, M o' U w Cl- 0 W L0 5 � w U LB 0 V% N W � V >o L,J W r-1 N 1 j I L��i pO T vi NO. 10000075 -�O_ STATE OF /ONAL '''� q 1 1 111,11► � � � 1 1111 1 DATE: 7/1/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 7/1/05 1238.6002 DRAWN BY: CHECKED BY: DCC SHEET TITLE: O AND SPECIFICATIONS DRAWING FILES: C\2 SHEET NO.: U O E' Z � o w Q O Z � � U W W r-1 DATE: PROJECT NO.: 7/1/05 1238.6002 DRAWN BY: CHECKED BY: DCC SHEET TITLE: WATER DETAILS AND SPECIFICATIONS DRAWING FILES: N: \1238 \6002 \DWGS \C702.DWG SHEET NO.: (C7(0)2 3" OF TOPSOIL 1 6- 2411 6. 18" ..0 9 1 14 3 3/4 " 04 BACKFILL v • a 4' (.0 2421 COMPACTED SUBGRADE COMBINED CONCRETE CURB ri_2`� AND GUTTER (TYPE 11) 3' to 4' (751mm 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 stomped prior to concrete setting up, whenever possible. 3. Stamp to be a minimum of 1/2 inch (10mm) deep. CURB STAMP 14 � C801 NO SCALE Ecrih, Or S7-'6ewc[k SL rfcce Ccncre',� C!jlb Cr (,-urb Cjutte, 'n CD 4 17 _s,e_d Aggrecote C, PIPE UNDERDRAIN DOUBLE WALL W n. V- 2" PIPE UNDERDRAIN (Typical .Installations) NOTE: PIPE PAUL- CONFOR-,!,i TO REOIJTIRE!�,ENTS 0r* SECTION 906.17 OF STANDARD SFECILFiCATIONS. INSTALLATION REQUIm TRED: BOTH SIDES OF PAVEMENT WHERE REQUIRED 13•if THE EN101NE-ER, CITY OF CARMEL STANDARDS SUB-SURIFACE DRAT;',,4 FD ISED_ F1 (.; 1i M . 0 O° 0 L' O° 0 I✓ O° O° 0 - 0 0 p- O 0 0 - O° o_ 0 0 0 0 - O° 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C' 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - 0 00 0 00 0 0 00 - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 - 0 0 0 0 o° 0 0 0 0 0 1" #1 HAC SURFACE 2" #8 HAC BINDER 5" #53 STONE ASPHALT PATH SECTION /*"16 1\ 0801 4 0" MIN (SEE PLAN) ..7 UJ X Cf ' < .. . O ED 1,4j 0 U 4P-011 1:10 SLOPE SLOPE PLAN VIEW MAX. 1:12 4 .1361111,113.&S 17' 2' CONC. ROLL CURB SECTION A—A WHEELCHAIR RAMP DETAIL 7 1\201 V " L_L_1_. I VV I I L I X ALLEY GRADING DETAIL e 11-11 STD 2' CHAIR BACK CURB 8" 8" 872 77 co PAVEMENT SECTION SECTION )YA—A IV )N _[) 2' CHAIR BACK CURB VALLEY GUTTER AND SECTION- (CHAIRBACK CURB) PAVEMENT SECTION 50' RIGHT OF WAY 28' FACE TO FACE 5 6 14' 14' 6" CHAIR BACK CURB PROFILE GRADE 6" CHAIR BACK CURB - /4" PER FOOT MIN SLOPE 1/4" PER FOOT MIN I SLOPE 1/4" PER FOOT MIN 77 5' WALK 1.5" HAC SURFACE #11 C) 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 A—A i 0801 40' RIGHT OF WAY 10.5' 1 19' FACE TO FACE 5' 5.5' 9.5' 9.5' 6" CHAIR BACK CURB PROFILE GRADE 6" CHAIR BACK CURB- /4" PER FOOT MIN SLOPE 1/4" PER FOOT MIN I SLOPE 1/4" PER FOOT MIN A 0 5' WALK 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 B—B 24' ALLEY ESMT. :2E 1-: 6' 12' EDGE OF PVMT. TO EDGE OF PVMT. V) Lij 6' PVMT 6' PVMT _j _j bi Z C-4 _j SLOPE 1/4" PER FOOT MIN 0 SLOPE 1/4" PER FOOT MIN All A 1" #11 HAC SURFACE—// 3" #9 HAC BINDER PIPE UNDERDRAIN (TYP) 6" #53 COMPACTED STONE BASE LO SEE DETAIL CATIONS: 20 FT 0 ALLEY TO STREET CONNECTONS 20 IT 0 STORM INLETS NOTE: ALL PAVING TO BE COMPLETED IN ONE PAVING SEA5eft-., ( 4 TYPICAL ALLEY SECTION c8o, 6 5' 1/4" PER FOOT MIN 5' WALK '�--PIPE UNDERDRAIN (TYP) SEE DETAIL 10.5' 1/4" PER FOOT MIN -PIPE UNDERDRAIN (TYP) SEE DETAIL R LIJ _j _j a 100, TOP OF CURB TRANSVERSE EXPANSION JOINTS — BOTTOM OF CURB TRANSVERSE CONTRACTION JOINTS PAVEMENT (20' MAX. SPACING) CURB JOINT DETAIL- 5'-0" MIN. (SEE PLAN) 11 M Ld bi CL2 LZ 2� > > V) V) C '4 z 5-0" BETWEEN z in < TRANSVERSE JOINTS 0 PREPARED SUBGRADE R/W LINE TYPICAL SIDEWALK SECTION 48'-0" BETWEEN EXPANSION JOINTS (MAX.) 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. ACCORDANCE SUBGRADE UNDER ALL CURB, SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORD g WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS. ALL TRANSVERSE JOINTS SHALL BE TOOLED OR SAWED TO 1/4" OF THE WALK THICKNESS. CONCRETE SIDEWALK SIDEWALK CONSTRUCTED WITH DRIVEWAY OR ALLEY ENTRANCES SHALL HAVE MIN. THICKNESS NOT TO SCALE OF 6" OR THICKNESS OF THE DRIVEWAY OR ALLEY APRON, WHICHEVER IS GREATER. SPACING BETWEEN TRANSVERSE JOINTS SHALL NOT EXCEED 1.25 TIMES WIDTH. r6 SIDEWALK DETAIL �, �oi No. 10000075 -)0- STATE OF /0 N A L ' G1i�+ � % DATE: 7/1/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317-569. 1 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 _j L 0 20f a a- 0 0 O 0 LL 5-1 L LLI 7 7) LLI 0 0- E4 cr_ O Of W 0-4 O z � z 0.4 < TRANSVERSE JOINTS 0 PREPARED SUBGRADE R/W LINE TYPICAL SIDEWALK SECTION 48'-0" BETWEEN EXPANSION JOINTS (MAX.) 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. ACCORDANCE SUBGRADE UNDER ALL CURB, SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORD g WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS. ALL TRANSVERSE JOINTS SHALL BE TOOLED OR SAWED TO 1/4" OF THE WALK THICKNESS. CONCRETE SIDEWALK SIDEWALK CONSTRUCTED WITH DRIVEWAY OR ALLEY ENTRANCES SHALL HAVE MIN. THICKNESS NOT TO SCALE OF 6" OR THICKNESS OF THE DRIVEWAY OR ALLEY APRON, WHICHEVER IS GREATER. SPACING BETWEEN TRANSVERSE JOINTS SHALL NOT EXCEED 1.25 TIMES WIDTH. r6 SIDEWALK DETAIL �, �oi No. 10000075 -)0- STATE OF /0 N A L ' G1i�+ � % DATE: 7/1/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317-569. 1 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering O C\2 O E4 O W 0-4 O z � z 0.4 E-1 Q) tw z c1d r 4 vi z 0 V) w T RQi .ell No. 10000075 - STATE OF O _ w I I I 1 111 1 111 \ \\ DATE: 7/1/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 7/1/05 1238.6002 DRAWN BY: CCU DCC o SANITARY SEWER DETAILS DRAWING FILES: N: \1238 \6002 \DWGS \C802.DWG SHEET NO.: COO(0)2 O E—' � O w z z :2i ct C/-) w DATE: PROJECT NO.: 7/1/05 1238.6002 DRAWN BY: CHECKED BY: DCC SHEET TITLE: SANITARY SEWER DETAILS DRAWING FILES: N: \1238 \6002 \DWGS \C802.DWG SHEET NO.: COO(0)2 Al Plan Index provided below A2 11 "x17" Plot denoting lot nurrs, boundaries and streets is provided separately. A3 Project Type: 61 Single Famil.esidential Lots A4 Vicinity Map: Denoted on She 100 A5 Legal Description of Project T See attached Secondary Plat and N01 Letter. Latitude 39'58'23 "N, Longitude 1'12'17 "W. A6 Location of all lots and propcsl site improvements: See Development Plan Sheet C101. A7 14 Digit Hydrologic Unit Code: 020201090060 & 05120201120080 A8 State or Federal water quality Fmits: None A9 Specific points where stormwatt discharge will leave the site: The storm sewers are routed through two existing detention Ind(s) that dishcharge into the existing beehive located south of 126th Street It is then routedhrough a detention pond in Laurel Lake Subdivision and then discharges into the JW Brendle rain. The JW Brendle Drain flows south and then southwesterly. See Site Development Plan She C101 and for more detail. A10 Location of all wetlands, lakes : water courses on and adjacent to sire: The JW Brendle Drain is located west of the site. Se Site Development Plan Sheets C101 for more detail. All Receiving Waters: JW Brendle Cain Al2 Identification of potential dischrges to groundwater: none. A13 100 Year Floodplains, Floodway and Flood Fringes: none. A14 Pre - Construction and Post Costruction Peak Discharge: 10 year Pre - Constrution Peak Discharge: See Village of WestCloy Section 6001 Constructio Plans Sheet C804. 10 year Post Constrction Peak Discharge: See Village of WestClay Section 6001 Constructin Plans Sheet C804. A15 Adjacent Land Use: North: Commercial - Village of WestClay Section 6001 South: Single Family Residential & 126th Street East: Towne Road / Single Family Residential - Village of WestClay Sections 5003, 8501 & 8002 West: Estate Lot ) Agricultural A16 Locations and approximate boundaries of all disturbed areas: See Sheet C102 for locations. A17 Identification of existing vegetative cover: See Stormwater Pollution Prevention Plan - Sheet C102. 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: All stormwater systems are proposed with Section 6001 of the Village of WestClay. See Site Development Plan Sheet C101 for existing storm sewer system. A20 Locations, size and dimensions of any proposed off -site construction activities associated with this project: None. A21 Locations of Soil Stockpiles: Stockpile areas shall be located as for away from ponds, existing storm sewer inlets and existing swales as possible. Stockpiles shall not be located close r 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. A2J Proposed final topography. See Site Development Plan Sheet C101 for proposed site grading and drainage patterns. B 1 Description of potential pollutants sources associated with the construction activities: Silt and sediment from exposed soils, leaves, mulch, vehicular sources such as leaking fuel or oil, brake fluid, brake dust, trash, debris, biological agents found in trash, fertilizers, herbicides, pesticides, acid rain, lime dust and concrete washout. R2 Sequencing of stormwater quality implementation relative to land disturbance activities: This plan has been created in an effort to e liminate sediment from leaving the Village of WestCloy Section 6002 project during construction protecting the adjoining properties, JW Brendle Ditch and Elliot Creek. The Pre - Construction Sequencing, including the construction of sediment basins and sediment traps is included with the Village of WestClay Section 6001 Plans which was previously submitted. All Pre - Construction Activities as stated in the Section 6001 plans must be completed prior to Section 6002 construction commencement. 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. NOTE: Earthwork shall be done in order by PHASE number (1 -4). To see Phase numbers and associated boundaries, see Sheets C106 -C108 of the Village of WestClay Section 6001 Construction Plans. 2. After completion of mass grading, final grade and seed pond banks, landscape berms, common areas and swales immediately after grading is completed. Seed entire offsite mass graded area (future sections) immediately upon completion of grading. 3. Upon completion of mass grading, install sanitary sewers. 4. Upon completion of sewer installation, proceed with street construction. 5. Once pavement and curbs are in place, install curb inlet sediment barriers and re -seed all disturbed areas. 6. 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. 03 Stable construction entrance location(s) and specifications. See Stormwater Pollution Prevention Plan Sheet C102 for location and Sheet C805 for construction entrance details and specifications. H4 Sediment control measures for sheet flow areas: See Stormwater Pollution Prevention Plan Sheet C102 for locations of sediment control measures and Sheet C805 for construction details and specifications. H5 Sediment control measures for concentrated flow areas: See Stormwater Pollution Prevention Plan Sheet C102 for locations of sediment control measures and Sheet C805 for construction details and specifications. 136 Strom sewer inlet protection measures, locations and specifications: See Stormwater Pollution Prevention Plan Sheet C102 for locations of inlet protection measures and Sheet C805 for construction details and specifications. H 1 Runoff control measures: See Stormwater Pollution Prevention Plan Sheet C102 for locations of runoff control measures and Sheet C805 for construction details and specifications. 138 Stormwater outlet protection specifications: See Stormwater Pollution Prevention Plan Sheet C102 for locations of stormwater outlet control measures and Sheet C805 for construction details and specifications. 09 Grade stabilization structure locations and specifications: See Stormwater Pollution Prevention Plan Sheet C102 for locations of grade stabilization control measures and Sheet C805 for construction details and specifications. B 10 Location, dimensions, specifications and construction details of each stormwater quality measure: See Stormwater Pollution Prevention Plan Sheet C102 for locations of various stormwater quality measures and Sheet C805 for construction details and specifications. oil Temporary surface stabilization methods appropriate for each season: See Stormwater Pollution Prevention Plan Sheet C102 for locations of temporary surface stabilization measures and Sheet C805 for construction details and specifications. B12 Permanent surface stabilization specifications: See Stormwater Pollution Prevention Plan Sheet C102 for locations of permanent surface stabilization measures and Sheet C805 for construction details and specifications. 813 Material handling and spill prevention plan: Purpose: The intention of this Spill Prevention, Control and Countermeasures (SPCC) is to establish the procedures and equipment required to prevent the discharge of oil and hazardous substances in quantities that violate applicable water quality standards, cause a sheen upon or discoloration of the surface of navigable waters or adjoining shorelines, or cause sludge or emulsion to be deposited beneath the surface of the water or adjoining shorelines. The Plan also establishes the activities required to mitigate such discharges (i.e., countermeasures) should they occur. Definitions Pollutant: means pollutant of any kind or in any form, including but not limited to sediment, paint, cleaning agents, concrete washout, pesticides, nutrients, trash, hydraulic fluids, fuel, oil, petroleum, fuel oil, sludge, oil refuse, and oil mixed with wastes other than dredged soil. Discharge Includes but is not limited to, any spilling, leaking, pumping, pouring, emitting, emptying, or dumping. Navigable Waters: Means all waters of the United States that are connected with a navigable stream, lake, or sea. [Note: This definition is usually interpreted to mean any wastewater (even normally dry wash or storm sewer) that eventually drains into a navigable stream]. Plan Review and Amendements: This Plan shall be reviewed and /or amended, if necessary, whenever there is a change in the design of the site, construction, operation, or maintenance which materially affects the site's potential for the discharge of regulated material. Prediction of Potential Spills: 1. Nearest Navigable Water. JW Brendle Drain 2. Drainage System: All storm drainage leaves the development site by swales and closed storm systems which eventually discharges into the JW Brendle Drain which flows southwesterly. 3. Possible Spill Sources (During and post construction): Vehicular sources such as leaking fuel or oil, brake fluid, grease, antifreeze; construction trash and debris, biological agents found in trash and debris, fertilizers, household items including but not limited to cleaning agents, chemicals, paint, herbicides and pesticides. 4. Groundwater Contamination: The facility maintains NO above ground or under ground storage tanks at this site. Therefore, it is felt that there is little or no possibility of post construction groundwater contamination. The facility does have city sanitary sewer and city water. Alert Procedures for Spills: 1. Any personnel observing a spill will immediately instigate the following procedure: a.) Dialing V from any telephone. b.) Notify the appropriate emergency personnel. 2. The Emergency Coordinator will then take the following actions: a.) Barricade the area allowing no vehicles to enter or leave the spill zone. b.) Notify the Indiana Department of Environmental Management, Office of Emergency Response by calling the appropriate telephone number: Office 317 - 233 -7745 Toll Free 800 - 233 -7745 Also the National Response Center at 800 - 424 -8802 and provide the following information: - Time of observation of the spill - Location of the spill - Identity of material spilled - Probable source of the spill - Probable time of the spill - Volume of the spill and duration - Present and anticipated movement of the spill -- Weather conditions - Personnel at the scene - Action initiated by personnel C.) Notify the City of Carmel Fire Department Phone: 9 -1 -1 d.) Notify the City of Carmel Police Department Phone: 9 -1 -1 e.) Notify waste recovery contractor, maintenance personnel or other contractual personnel as necessary for cleanup. f.) Coordinate and monitor cleanup until the situation has been stabilized and all spills have been eliminated. g.) Cooperate with the IDEM -OER on procedures and reports involved with the event. Cleanup Parameters: 1. The Developer / Homeowners Association shall be continually kept informed, maintain lists of qualified contractors and available Vac- trucks, tank pumpers and other equipment readily accessible for clean -up operations. In addition, a continually updated list of available absorbent materials and clean -up supplies should be kept on site. 2. All maintenance personnel will be made aware of techniques for prevention of spills. They will be informed of the requirements and procedures outlined in this plan. They will be kept abreast of current developments or new information on the prevention of spills and / or necessary alterations to this plan. 3. When spills occur which could endanger human life and this becomes primary concern, the discharge of the life saving protection function will be carried out by the local police and fire departments. 4. Absorbent materials, which are used in cleaning up spilled materials, will be disposed of in a manner subject to the approval of the Indiana Department of Environmental Management 5. Flushing of spilled material with water will not be permitted unless so authorized by the Indiana Department of Environmental Management. B14 Monitoring and maintenance guidelines for pollution prevention measures: Straw Bale Dam Maintenance Requirements 1. Inspect straw bale dams after each storm event and promptly remove any sediment deposits to insure adequate storage volume for the next rain, taking care not to undermine the entrenched bales. 2. Inspect periodically for deterioration or damage from construction activities and repair immediately. 3. After the contributing drainage area has been stabilized, remove all straw bales and sediment deposits, bring the disturbed area to grade and stabilize it. Silt Fence Maintenance Requirements 1. Inspect the silt fence periodically and after each storm event. 2. If fence fabric tears, starts to decompose or in any way becomes ineffective, replace the affected portion immediately. 3. Remove deposited sediment when it reaches half the height of the fence at it's lowest point or is causing the fabric to bulge. 4. Take care to avoid undermining the fence during cleanout. 5. After the contributing drainage area has been stabilized, remove the fence and sediment deposits, bring the disturbed area to grade and stabilize it Temporary Sediment Trap Maintenance Requirements 1. Inspect temporary sediment traps after each storm event and immediately repair any erosion and piping holes. 2. Remove sediment when it has accumulated to one -half the design depth. 3. Replace spillway gravel facing when clogged. 4. Inspect vegetation and re -seed if necessary. 5. Check the spillway depth periodically to insure a minimum of 1.5 ft depth from the lowest point of the settled embankment to highest point of the spillway crest and fill any low areas to maintain desired elevation. 6. Promptly replace any displaced rip -rap, being careful that no stones in the spillway ore above design grade. 7. After all disturbed areas have been stabilized, remove the structure and sediment, smooth the site to blend with adjoining areas and stabilize it. Sandbag Curb Inlet Barrier Maintenance Requirements 1. Inspect frequently for damage by vehicular traffic and repair if necessary. 2. Inspect after each storm event. 3. Remove sediment, without flushing, when it reaches half the height of the barrier. 4. Deposit removed sediment where it will not enter storm sewer drains. Block and Gravel Curb Inlet Protection Maintenance Requirements 1. After each storm event remove the sediment and replace the gravel, replace the geotextile fabric if used. 2. Periodically remove sediment and tracked -on soil from the street, without flushing, to reduce the sediment load on the curb inlet protection. 3. Inspect periodically for damage and repair. Keep grates free of debris. 4. After the contributing drainage area has been stabilized, remove the gravel, wire mesh, geotextile fabric and sediment deposits and dispose of them properly. Erosion Control Blanket (Surface Applied) Maintenance Requirements 1. During vegetative establishment, inspect after each storm event for any erosion below the blanket. 2. If any area(s) shows erosion, pull back that portion of the blanket covering it, re- seed the area and relay and staple the blanket. 3. After vegetative establishment check the treated area periodically. Temporary Gravel Construction Entrance Maintenance Requirements 1. Inspect entrance pad and sediment disposal area weekly and after storm events or heavy use. 2. Reshape as needed for drainage and runoff control. 3. Topdress with clean stone as needed. 4. Immediately remove mud and sediment tracked or washed onto streets by brushing or sweeping. Flushing should only be used if the water is conveyed into a sediment trap or basin. 5. Repair any broken road pavement immediately. B15 Erosion & sediment control specifications for individual building lots: See Sheet C805 for Construction details and specifications for erosion & sediment control on individual building lots. C 1 Description of pollutants and their sources associated with the proposed land use: Silt and sediment from exposed soils, leaves, mulch, vehicular sources such as leaking fuel or oil, brake fluid, brake dust, grease, antifreeze, metals, rubber fragments, road grit, salts and sands, construction trash and debris, fertilizers, household items including but not limited to cleaning agents, chemicals, paint, miscellaneous home improvement materials, toys, clothing and animal waste, elevated storm runoff temperatures, acid rain pesticides and pathogens. C2 Sequence describing stormwater quality measure implementation: 1. Post construction water quality BMP's ore to be installed during normal construction activies of this project defined within construction documents. A. Inspect and maintain all erosion control measures as detailed in the Stormwater Pollution Prevention Measures Maintenance Requirements beginning immediately after installation and continuing until vegetation has been sufficiently established and all construction activity is complete. B. Remove all individual inlet protection and straw bale dams, silt fences, etc. only after seeding and sufficient vegetative growth has been established in each area to a point where sediment /pollutants will not enter the lakes or storm sewer system. C. 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. C3 Description of proposed post construction stormwater quality measures: Site and facility design for stormwater quality protection on this site employs a multi -level strategy consisting of 1. Reducing or eliminating post - project runoff. 2. Controlling sources of pollutants. 3. And if needed, treating contaminated stormwater runoff before discharging it into the storm sewer system or receiving waters. Stormwater quality measures for reducing, eliminating or controlling pollutants (source controls) include: a. Dention /Retention - Detain stormwater runoff an extended period of time to allow pollutants that are suspended to settle out. 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. C4 Location, dimensions, specifications and construction details of stormwater quality measures: See Stormwater Pollution Prevention Plan Sheet C102 for locations of permanent stormwater quality measures and Sheet C805 construction details and specifications. C5 Description of maintenance guidelines for proposed water quality measures: See attached BMP Operations and Maintenance Manual. ADDITIONAL STORMWATER POLLUTION PREVENTION MEASURES 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 on offsite facility. If this option is not available then work should be performed in designated areas only, while providing cover for materials stored outside, checking for leaks and spills, and containing and cleaning up spills immediately. Suitable Applications These procedures are suitable on all construction projects where an onsite yard area is necessary for storage and maintenance of heavy equipment and vehicles. Limitations Onsite vehicle and equipment maintenance should only be used where it is impractical to send vehicles and equipment offsite for maintenance and repair. Sending vehicles /equipment offsite should be done in conjunction with a Stabilized Construction Entrance /Exit. Outdoor vehicle or equipment maintenance is a potentially significant source of stormwater pollution. Activities that can contaminate stormwater include engine repair and service, changing or replacement of fluids, and outdoor equipment storage and parking (engine fluid leaks). Implementation If maintenance must occur onsite, use designated areas, located away from drainage courses. Dedicated maintenance areas should be protected from stormwater runon and runoff, and should be located at least: 50 ft from downstream drainage facilities and watercourses. Drip pans or absorbent pads should bye 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 ore required to have spill kits and/or use others ill 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 g r eases, u sed oil or oil filters, antifreeze, cleaning anin g 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. VFHICI F AND FOUIPMFNT FUFI'NG Description and Purpose Vehicle equipment fueling procedures and practices are designed to prevent fuel spills and leaks, and reduce or eliminate contamination of stormwater. This can be accomplished by using offsite facilities, fueling in designated areas only, enclosing or covering stored fuel, implementing spill controls, and training employees and subcontractors in proper fueling procedures. Limitations Onsite vehicle and equipment fueling should only be used where it is impractical to send vehicles and equipment offsite for fueling. Sending vehicles and equipment offsite should be done in conjunction with a Stabilized Construction Entrance/ Exit. Implementation Use offsite fueling stations as much as possible. These businesses are better equipped to handle fuel and spills properly. Performing this work offsite can also be economical by eliminating the need for a separate fueling area at a site. Discourage "topping -off" of fuel tanks. Absorbent spill cleanup materials and spill kits should be available in fueling areas and on fueling trucks, and should be disposed of properly after use. Drip pans or absorbent pods should be used during vehicle and equipment fueling, unless the fueling is performed over an impermeable surface in a dedicated fueling area. Use absorbent materials on small spills. Do not hose down or bury the spill. Remove the adsorbent materials promptly and dispose of properly. Avoid mobile fueling of mobile construction equipment around the site; rather, transport the equipment to designated fueling areas. Train employees and subcontractors in proper fueling and cleanup procedures. Dedicated fueling areas should be protected from stormwater runon and runoff, and should be located at least 50 ft away from downstream drainage facilities and watercourses. Fueling must be performed on level -grade areas. Protect fueling areas with berms and dikes to prevent runon, runoff, and to contain spills. Nozzles used in vehicle and equipment fueling should be equipped with an automatic shutoff to control drips. Fueling operations should not be left unattended. Federal, state, and local requirements should be observed for any stationary above ground storage tanks. Inspection and Maintenance Vehicles and equipment should be inspected each day of use for leaks. Leaks should be repaired immediately or problem vehicles or equipment should be removed from the project site. Keep ample supplies of spill cleanup materials onsite. Immediately clean up spills and properly dispose of contaminated soil and cleanup materials. S01_ID WASTF MANAGFMFNT Description and Purpose Solid waste management procedures and practices are designed to prevent or reduce the discharge of pollutants to stormwater from solid or construction waste by providing designated waste collection areas and containers, arranging for regular disposal, and training employees and subcontractors. Suitable Applications This BMP is suitable for construction sites where the following wastes are generated or stored: Solid waste generated from trees and shrubs removed during land clearing, demolition of existing structures (rubble), and building construction Packaging materials including wood, paper, and plastic Scrap or surplus building materials including scrap metals, rubber, plastic, glass pieces and masonry products Domestic wastes including food containers such as beverage cons, 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, styrofoam 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 h project. b to generated Y P Je Full dumpsters should be removed from the project site and the contents should be disposed of by the trash hauling contractor. Construction debris and waste should be removed from the site biweekly or more frequently as needed. Construction material visible to the public should be stored or stacked in an orderly manner. Stormwater runon should be prevented from contacting stored solid waste through the use of berms, dikes, or other tempore-y 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 pending. Inspection and Maintenance Inspect and verify that activity -based BMPs are in place prior to the commencement of a- socioted activities. While activities associated with the BMP are under way, inspect weekly tc verity 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. CONCRtC 'WASHOUT The following steps will help reduce stormwater pollution from concrete wastes: Discuss the concrete management techniques described in this BMP (such as handling of concrete waste and washout) with the ready -mix concrete supplier before any deliveries are made. Incorporate requirements for concrete waste management into material supplier and subcontractor agreements. Store dry and wet materials under cover, away from drainage areas. Avoid mixing excess amounts of fresh concrete. Perform washout of concrete trucks offsite or in designated areas only. Do not wash out concrete trucks into storm drains, open ditches, streets, or streams. Do not allow excess concrete to be dumped onsite, except in designated areas. For onsite washout: - Locate washout area at least 50 feet from storm drains, open ditches, or water bodies. - Do not allow runoff from this area by constructing a temporary pit or bermed area large enough for liquid and solid waste. - Wash out wastes into the temporary pit where the concrete can set, be broken up, and then disposed properly. - Avoid creating runoff by draining water to a bermed or level area when washing concrete to remove fine particles and expose the aggregate. - Do not wash sweepings from exposed aggregate concrete into the street or storm drain. Collect and return sweepings to aggregate base stockpile or dispose in the trash. DFWATFRING AND PUMPING OPERATIONS Description and Purpose Dewatering operations are practices that manage the discharge of pollutants when non - stormwater and accumulated precipitation must be removed from a work location so that construction work may be accomplished. Suitable 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 Oescnp 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. Apprcprie le Applico tio,r,s: Effective for the removal of gravel, sand, silt, some metals that settle out with the sediment, and trash. Implemen totion: 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 Boo Filter Description: A gravity bag filter, also referred to as a dewatering bag, is a square or rectangular bag made of non -woven geotextile fabric that collects sand, silt, and fines. Appropr,Jte Applicot;'cns: Effective for the removal of sediments (gravel, sand, and silt). Some metals are removed with the sediment. Implemen to tion: Water is pumped into one side of the bag and seeps through the bottom and sides of the bag. A secondary barrier, such as a rock filter bed or straw /hay bale barrier, is placed beneath and beyond the edges of the bag to capture sediments that escape the bag. Main tencnce: MG/*,�tenance: Inspection of the flow conditions, bag condition, bag capacity, and the Maintenance is required for safety fencing, vegetation, embankment, inlet p g secondary barrier is required nd outfall structures, as well as other features. Removal of sediment is required when the storage volume is educed by Replace the bag when it no longer filters sediment or passes water at a one -half. reasonable rote.The bag is disposed of offsite. Sediment Trap Descrip Lion: A sediment trap is a temporary basin formed by excavation and /or construction of an earthen embankment across a waterway or low drainage area to detain sediment -laden runoff and allow sediment to settle out before discharging. Sediment traps are generally smaller than Sediment Basins. Apprcprie to Applications: Effective for the removal of large and medium sized particles (sand and gravel) and some metals that settle out with the sediment. Implementation: 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. Moro f"nOnC(" Maintenance is required for vegetation, embankment, inlet and outfall structures, as well as other features. Removal of sediment is required when the storage volume is reduced by one - third. EVALUATION FOR CONSTRUCTION PROJECTS A trained individual shall perform a written evaluation of the project site. a. By the end of the next business day following each rainfall that exceeds 0.5" b. A minimum of one (1) time per week Project Name: Name of Trained Individual: I, +hl,, wnliin +inn fnllnuiinn n rninfnll Yac Date of Inspection: Nn If ves dnte the rain stanDed: riches .- ....- No. I - .- ._ -_._.- -- - PROBLEM or CONCERN YES NO N A 1. Is the site information posted at the entrance? O 2. Are all necessary permits attained and special provisions being implemented? C\2 U 3. Is a construction entrance installed? Is it effective? Is it enough (=) E-4 Z 4. Public and private streets are clean? CD Q0 -:11 � a 5. 1 Are appropriate practices installed where stormwater leaves the site? Z Q � 6. Silt fence is entrenched into the round? Z 7. Silt fence is upright? Fabric and stakes meet specifications? Fabric is not to torn? O �w - ::2� W Q w � Terminated to higher round? Property joined at ends? E----q -:4 " :�:4 8. 1 Sediment basins and traps are installed according to the Ian? The pipe or rock spillway is functional? � v . 9. 1 The earthwork for erosion and sediment control practices is properly graded, seeded and /or mulched? w 10. Diversions swales and/or waterbars are installed to plan and protected? C/-) z W 11. Perimeter practices have adequate capacity and do not need to be cleaned out? I= 12. Inlet protection is installed on all functional inlets? not filter fabric under rate 1=11 13. 1 Inlet protection is installed so water does not flow under it. 14. 1 The frame, cross-bracing and/or stakes are adequate and meetspecifications? 15. r The fabric straw, mulch and/or stone is intact without holes o r tears? 16. Catch basin insert protection is installed where required? 17. Sediment has been removed from the practice? 18. Swales and ditches have been stabilized or protected? 19. Stormwater outlets are adequately stabilized? 20. Temporary stabilization of distributed ground has been addressed? 21. Disturbed areas that will lie dormant for 15 days are planned to be protected? 22. All protected dormant areas meet a minimum 70% coverage 23. 1 Growing vegetation has sufficient water and/or nutrients to row? 24. 1 Permanent stabilization of disturbed ground is progressing through the project? 25. 1 Final grading and stabilization is progressing on completed areas? 26. The soil has been roperly prepared for seeding? 27. Hard or soft armoring is installed where natural vegetation will erode? 28. Water pumping operations have a protected outlet and discharge water is clear? 29. A designated washout is established for concrete trucks? 30. No sediment leaving washout area? 31. A dumpster is onsite for trash dis osal? 32. Fuel tanks and other toxic materials are safely stored and protected? 33. Smaller construction sites not required to file a separate NOI are complying with the overall plan? H 34. I 1 ALL PROBLEMS OR CONCERNS NEED TO BE ADDRESSED WITH A CORRECTIVE AC110N 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 z CD U5 w cz� 11 \\\\ \ \ \ \1111111111(IIIIUII//�/z//// ,ot T6 •\\\\\x (/ �•, `� i� LPG \STET . c �. O .� N o. 0075 1000 _ STATE OF i���� S/O �� / /llllll I I I liltl \I\ am 000M% 3/t4w� 0 1 � ��'-L, DATE: 7/1/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) :_ - - �__) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering �� CZ O r4 C\2 U +---') (=) E-4 Z 0 CD Q0 -:11 � a d d Z Q � Q Z Z_ - 41 O �w - ::2� W Q w � E----q -:4 " :�:4 4 0 } � v . v �J w CO C/-) z W r4 I= rl . r--4 1=11 Soils Legend & Descriptions: Br - Brookston silty clay loam, 5il Description and Characteristics: The main soil features that advrsely affect engineering uses of this soil are a seasonal high water table, high !otential frost action, moderate shrink -swell potential and moderate permeability. This sol has severe limitations for building sites. The site needs to be artificially drained and protected from flooding. Dwellings with basements i it h severe should not be constructed on this soil. This so as se e e limi i n tat o s for local roads and streets because of seasonal nigh water table and high potential frost action. The base material for roads and stree.s 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 loco] 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. 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 LIFTING STRAPS ALLOW VEMENT O O O ®O OF UNIT I O ®O WITH GRATE 00 STANDARD FABRIC IS AN ORANGE WOVEN MONOFII NT GRATE DANDY BAG 0 H W 1 h St UM}1` tom` ,_- -- �z;;j•` � -� -'� ... { o kj J �1 _ Y r 1F I �: �t S 1 T J .A \ p r- NOT TO SCALE CROSSBARS BEEHIVE INLET OR / II DRAINAGE COVER Seedbed Preparation Apply lime to raise the pH to the level needed for species being seeded. Apply 23 pounds of 12 -12 -12 analysis fertilizer (or equivalent) per 1000 sq. ft. (approximately 1000 pounds per acre) or fertilize according to test. Application of 150 lbs. of ammonium nitrate on areas low in organic matter and fertility will greatly enhance vegetative growth. Wheat or Rye °• Work the fertilizer and lime into the soil to a depth of 2 -3 inches ° with a harrow, disk or rake operated across the slope as much as possible. Oats 0 0.0 ° \ ° O. ° ° °° • Annual Ryegrass PUBLIC ROAD °' ° ° ' ° ° ° ° ° Seeding 0. O. O° Oo° O• O O• o 50 ( MIN ) Select a seed mixture based on projected use of the area (Figure 5 -2), O •° • O °° • O °° _• ° °° • ° °° • O °° • O °° • O while considering best seeding dates. See Figure 5 -3 this sheet. If toler- ° °° O.O °O•O °O•O °O.°• O °O.O 0.. 0. °• °. ° ° °•°• °•O° ances are a problem, such as salt tolerance of seedings adjacent to streets .°O.O °O O . O ° O . ° • O . ° ° O . ° ° O . ° ° O . ° ° O . .0.'.0 . O - O . p •O ° °•O ° °• ° °• ° ° °• ° ° °• ° ° °•O° •O ° °• ° ° °• ° ° °• °° and highways, see Figure 5 -4 this sheet before final selection. • • o . e o . o . ° . e • o . ° ° 0.0* °•-•°• - °•••°°. - O . O O ° ° ° °. 0 ° % ° 'o ° '0 O 'V • ° ° O s° 0 ° ° Figure 5 -2: Permanent Seed Mixtures O -O�• •O.O °O O °O.O °O.O °O.O °O.O °• ° °, Non O 0., 0.0 0.O° °e - Irrigated* 6" (MIN) ' ° =° ° e °° °•o °° Species Seeding Rate Suitable pH Site Suitability* • ° 12' (MIN) lbs/acre Ibs /1000 well Irrigated 2 " -3" COARSE °`'� sq. ft. Droughty Drained Wet Dormant AGGREGATE Seeding ** GEOTEXTIL F Temporary Seeding and Stablization Dates Permanent Seeding Da HOLEY MOLEY SAYS "DON'T DIG BLINDT "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IC- 8- 1 -26 -1 ET SEQ. AS AMENDED AND SUPPLEMENTED, IT IS AGAINST THE LAW TO EXCAVATE E CA IN TO STABILIZE Level and Sloping, Open Areas WITHOUT NOTIFYING THE UNDERGROUND FOUNDATION (ESPECIALLY IMPORTANT Irrigation needed during this period. To control WHERE WETNESS IS ANTICIPATED) 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. 2. Tall Fescue 25 .6 5.5 -8.3 1 * Late summer seeding dates may be extended 5 days TEMPORARY CONSTRUCTION Red Clover ** 5 .12 if mulch is applied. 3. Kentucky Bluegrass 15 .4 5.5 -7.5 2 1 ** Increase seeding application by 50 %. ENTRANCE DETAIL Creeping Red Fescue 15 .4 NOTE: MULCHING REQUIRED WHEN ACTUAL COND11ONS HAMPER THE EROSION CONTROL MEASURE SIGN TO INDICATE THE STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN INSTALLATION SEQUENCE TEMP. DIVERSION SWALE &SILT TRAPS AS NEEDED ESTABLISHMENT OF VEGATA nVE GROUND COVER. AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE PRIOR LocAl10N of THE STONE ENTRANCE AS NEEDED Steep Banks and Cuts PRIOR TO CLEARING AND GRADING SILT FENCE WEEKLY AFTER STORM EVENTS AND CONCRETE WASHOUT AREA PRIOR TO CLEARING AND GRADING EXISTING INLET PROTECTION WEEKLY, AFTER STORM EVENTS AND FIGURE 5 -3 PRIOR TO CLEARING AND GRADING TREE PROTECTION WEEKLY, AFTER STORM EVENTS AND 4. Tall Fescue 15 .4 5.8 -7.5 2 1 2 TEMPORARY DIVERSIONS WEEKLY, AFTER STORM EVENTS AND 24" W W LATHS \ SILT FENCE MATERIAL \ �`- SILT FENCE EXTENDS \ 6" BELOW FINISHED GRADE \W/ NOTE: 1. SEE SILT FENCE DETAIL FOR MATERIAL SPECIFICATIONS. 2. SILT FENCE SHALL BE PREASSEMBLED BY SUPPLIER. INLET PROTECTION - SILT FENCE SILT FENCE x x X so � x x x 10' ± TYPICAL TYPICAL TOPSOIL STOCKPILE STORMWATER POLLUTION REVELATION SCHEDULE EROSION CONTROL MEASURE SIGN TO INDICATE THE STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN INSTALLATION SEQUENCE TEMP. DIVERSION SWALE &SILT TRAPS AS NEEDED ESTABLISHMENT OF VEGATA nVE GROUND COVER. AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE PRIOR LocAl10N of THE STONE ENTRANCE AS NEEDED Steep Banks and Cuts PRIOR TO CLEARING AND GRADING SILT FENCE WEEKLY AFTER STORM EVENTS AND CONCRETE WASHOUT AREA PRIOR TO CLEARING AND GRADING EXISTING INLET PROTECTION WEEKLY, AFTER STORM EVENTS AND FIGURE 5 -3 PRIOR TO CLEARING AND GRADING TREE PROTECTION WEEKLY, AFTER STORM EVENTS AND 4. Tall Fescue 15 .4 5.8 -7.5 2 1 2 TEMPORARY DIVERSIONS WEEKLY, AFTER STORM EVENTS AND AS NEEDED ALONG WITH ROUGH GRADING TEMPORARY SEEDING Kentucky Bluegrass 25 .6 Temporary Seedings ROUGH GRADING PERMANENT SEEDING BERM AROUND PERIMETER 12" MIN 5. Tall Fescue 35 .8 5.5 -8.3 2 1 - - AS NEEDED 12" FINISH GRADING STRAW BALES Emerald Crownvetch ** 10 AS NEEDED Kind of Seed 1000 Sq. Ft. Acre Remarks INLET PROTECTION WEEKLY, AFTER STORM EVENTS AND AS NEEDED AFTER .25 SEED SOD &LANDSCAPE AROUND WATER AS NEEDED _..._ - GROUND SURFACE Lawn s and High Maintenance Areas Wheat or Rye 3.5 lbs. 2 bu. Cover seed 1" to 1 1/2" deep 2' -O" MIN - -- __: _. ;= . .- :'_- : _ . _ F REMOVAL OF STRAW BALES 6. Kentucky Bluegrass 40 .9 5.8 -7.5 2 1 - ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED COMPACTED EMBANKMENT MATERIAL D E 3:1 OR FLATTER �'' �" - -- '•- Creeping Red Fescue 40 .9 Spring Oats 2.3 Ibs. 3 bu. •• Cover seed 1 deep 24" W W LATHS \ SILT FENCE MATERIAL \ �`- SILT FENCE EXTENDS \ 6" BELOW FINISHED GRADE \W/ NOTE: 1. SEE SILT FENCE DETAIL FOR MATERIAL SPECIFICATIONS. 2. SILT FENCE SHALL BE PREASSEMBLED BY SUPPLIER. INLET PROTECTION - SILT FENCE SILT FENCE x x X so � x x x 10' ± TYPICAL TYPICAL TOPSOIL STOCKPILE STORMWATER POLLUTION REVELATION SCHEDULE EROSION CONTROL MEASURE MAINTENANCE STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN INSTALLATION SEQUENCE TEMP. DIVERSION SWALE &SILT TRAPS AS NEEDED AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE PRIOR TO CLEARING AND GRADING STONE ENTRANCE AS NEEDED U 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 v � AFTER ROUGH GRADING PERMANENT SEEDING WATER AS NEEDED AFTER FINISH GRADING EROSION CONTROL MATTING WEEKLY AFTER STORM EVENTS AND AS NEEDED AFTER FINISH GRADING STRAW BALES WEEKLY, AFTER STORM EVENTS AND AS NEEDED AFTER FINISH GRADING INLET PROTECTION WEEKLY, AFTER STORM EVENTS AND AS NEEDED AFTER EACH INLET IS PLACED SEED SOD &LANDSCAPE AROUND WATER AS NEEDED AFTER FINISHED GRADING AROUND FINISHED UNITS UNITS FINISHED REMOVAL OF STRAW BALES N A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF INLET PROTECTION N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF SILT FENCE N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED SIDE SLOPES 7. Perennial Ryegrass 170 4.0 5.0 -7.5 1 15'x15' MIN OR (Turf Type) Annual ryegrass 1 lb. 40 lbs. Cover seed 1/4 "deep* AS REQUIRED TO CONTAIN WASTE CONCRETE 8. Tall Fescue 170 4.0 5.5 -8.3 2 1 2 * Not necessary where mulch is applied. NOTES: * 1 - Preferred 2 - Will Tolerate ** Inoculate with specific Inoculant. SILT FENCE 1. CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE. 2. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA, AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS. 6" HIGH, 12" WIDE GEOTECIILE FABRIC 3. THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS 3NW NW WITH No.2 STONE (FABRIC -NUTEC WITH FENCE FABRIC OR APPROVED EQUAL) NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE. ONE FOOT OVERLAP 4. AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED ONTO THE CURB OF AT AN APPROVED WASTE SITE. 5. WHEN THE CONCRETE WASHOUT ARE IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND -- MULCHED OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE INSPECTOR. - SEEDING x 6" MIN. TURN DOWN fit ill EROSION CONTROL BLANKET (NORTH AMERICAN GREEN Ali - S -75 OR EQUAL) EXISTING GRADE �II °I EROSION CONTROL MATTING DETAIL A B C 3' 1 1 /2' 3' 1 1 /2' 3' is :..x.....x.: X 1 STAPLE PER SQ. YD. 1 -1/2 STAPLES PER SO. YD. 2 STAPLES PER SQ. YD. GENERAL STAPLE RECOMMENDATIONS ADDITIONAL STAPLES AS 300 275 250 225 200 SLOPE 175 LENGTH 150 (FT.) 125 100 75 50 25 0 CURB INLET �IIIIIIIIIIIII CURB INLET SEDIMENT BARRIER F'Ot4 OFF NO SCALE NOTE: START BLANKET AT TOP OF THE SWALE AND ROLL IN THE DIRECTION OF THE WATER FLOW IN THE SWALE. REFER TO MANUFACTURER'S RECOMMENDATIONS FOR CHANNEL PLACEMENT AND STAPLE PATTERNS 2 stakes (typ) per bale bindings to be placed parallel VARIES to ground GRADE GRADE (NEW OR EXISTING) r(NEW OR EXISTING) 3.25' 3.25' S�OpE. I�I�II, --111 MAk3' €€€- S�OP S -75 EROSION CONTROL SEEDED AND �I �r- BLANKET AS MANU. BY 1 -I NORTH AMERICAN GREEN Silt Fence shall be a machine produced, non -woven geotextile of 100% polypropylene meeting the physical properties below. All stakes shall be 2" X 2" hardwood 36" tall with 24" tall lath stapled to stakes over fabric as reinforcement. All silt fence shall be prefabricated by the supplier. No field assembly will be accepted. Fabric Weight ............................ ............................... 4 oz /syd Grab Strength ........................... ............................... Warp 125 lbs. flow Elongation................................. ............................... Warp 50 straw bale Trapezoidal Tear Strength ........ ............................... 50 lbs. BurstStrength .......................... ............................... 200 psi '. UV Resistance ........................... ............................... > 70 % A. O. S .......................................... ............................... 50-80 Slurry Flow Rate ....................... ............................... 225 gpm /sq. ft Plan Sediment Retention .................. ............................... 75 (n.t.s.) Stakes @ 5' O.C. STRAW MULCHED -I OR APPROVED EQUAL Profile EROSION CONTROL MATTING DETAIL (n.t.s.) FOR REAR YARD SWALE REQUIRED DUE TO DEPTH OF FLOW. ® x X CHANNEL LININGS UTILIZE STAPLE PATTERN 'C' °o e 4:1 3:1 2.1 1:1 CHANNEL WITH ADDITIONAL STAPLES ON SIDE SLOPES AT SLOPE GRADIENT LINING PROJECTED WATER LINE STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN EROSION CONTROL BLANKETS STAPLE PATTERNS MAY VARY DEPENDING UPON SOIL TYPE AND AVERAGE ANNUAL RAINFALL AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE DRAINAGE OVER LARGE AREAS IS DIRECTED ONTO THE � BLANKETS, STAPLE PATTERN 'C' SHOULD BE UTILIZED. U O F Z ON SLOPE APPLICATIONS, THE TOP OF THE EDGES OF THE BLANKET SHOULD THE BLANKET SHOULD BE 'SLOTTED IN' BE BUTTED AGAINST EACH OTHER, THE ABOVE THE BREAK OF THE SLOPE OR AT EDGES OF THE SCC225 SHOULD BE A MINIMUM, STAPLED IN PLACE WITH OVERLAPPED 2'. STAPLES 6' APART ON THE END OF THE ,�® BLANKET. 3 �� ° ROLL BLANKETS THE BLANKET SHOULD NOT BE O OUT IN DIRECTION STRETCHED BUT ALLOWED TO LAY - OF WATER FLOW. LOOSELY ON THE SOIL SURFACE TO rte_ ACHIEVE MAXIMUM BLANKET TO SOIL CONTACT. 7\ _a ROLL BLANKETS OUT IN DIRECTION 4 ON LONG SLOPES, THE ENDS OF THE BLANKETS SHOULD BE OVERLAPPED 4 - 6' IN A ' SHINGLE EFFECT'. PREPARATION OF THE SEED BED, INCLUDING APPLICATION OF LIME, FERTILIZER AND SEED SHOULD BE CONDUCTED AS NORMAL PRIOR TO INSTALLATION OF BLANKET. IN HIGH VELOCITY APPLICATIONS, ` - ,�-- CHECK SLOTS SHOULD BE ESTABUSHED EVERY 35 - 40'. THE SLOTS SHOULD BE 6' WIDE BY 6' DEEP WITH THE BLANKET STAPLED IN THE BOTTOM OF THE SLOT, THEN BACMU D AND SEEDED. EROSION BLANKET INSTALLATION SCALE: NONE SIDE YARD DRAINAGE SWALE 0 O PS 0 - stake (typ) Sllt Fence MOL Fence Post -straw bale -3 " -6 "undertoe SEDIMENT FILTER DETAIL ALLEY SILT FENCE GE PS I PS I \_0 0 0 0 0 0 0 0 ® NN"-EXISTING CURB & GUTTER STREET CURB INLET PROTECTION SAMPLE STORMWATER POLLUTION PREVENTION PRACTICE PLAN FOR A TYPICAL MULTI -UNIT DWELLING UNDER CONSTRUCTION SCALE: NONE Ground Surface Fence Post Shoulder ' -Silt Fence Material Should be Buried 1' Below be Buried 6" Below Ground Ground Surface Surface. SILT FENCE DETAIL N TS MULTI -UNIT STORMWATER POLLUTION PREVENTION PLAN LEGEND PROPERTY LINE/ DROP INLET DRAINAGE SWALE PROTECTION ° - SILT FENCE SOIL SALVAGE AND FINISHED DRAINAGE UTILIZATION - -- EXISTING DRAINAGE Ps PERMANENT SEEDING GRAVEL ENTRANCE/ EXIT PAD CURB INLET PROTEC1ON PROVISIONS FOR EROSION AND SEDIMENT CONTROL ON INDIVIDUAL BUILDING LOTS: 1. The Townhome operator, whether owning the property or acting as the agent of the property owner, shall be responsible for erosion and sediment control requirements associated with activities. 2. Temporary seeded areas established by the developer shall be maintained by the homebuilder and his sub - contractors. Silt fences previously installed will be maintained. 3. Installation and maintenance of a stable construction site access drive from the house /site to the street shall be installed, consisting of Number 2 Stone, 6" thick and a minimum of 12' wide. Top dress os needed. This shall be utilized for access to the house and any mud or dirt tracked into the street shall be promptly removed and placed in a stable area. Water 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 Swale or at the edge of the building area. The silt fence shall be maintained until permanent vegetation (grass) is established. 5. Mechanical "High Lifts" shall operate in one of the following ways to prevent sediment tracking. a. High Lift shall not exit building area onto pavement to transport building materials until completion off project. b. Entire building area shall be mulched to a sufficient amount that the High Lift will not track sediment around or from building site onto pavement. c. High Lift shall only exit building area via construction entrance. High Lift tires shall be cleaned prior to exit to keep sediment onsite 6. Sediment discharge and tracking must be minimized throughout the land disturbing activities on the townhome block until permanent stabilization has been achieved. 7. Clean -up of sediment that is either tracked or washed onto roads. Bulk clearing of sediment shall not include flushing the area with water. Cleared sediment must be redistributed or disposed of in a manner that is in compliance with all applicable statutes and rules. 8. Adjacent townhome blocks disturbed by an individual townhome operator must be repaired and stabilized with temporary or permanent surface stabilization. 9. When time is appropriate , and as soon as possible, roof down spout extenders of o non - perforated drain tile should be extended to the street or other solid outlet until a lawn is established. 10. For individual townhome blocks, final stabilization meeting the criteria of Rule 5 will be achieved when the townhome operator: a. Completes final stabilization; or b. Has installed appropriate erosion and sediment control measures prior to occupation of the townhome by the owner and has informed the owner of the requirement for, and benefits of, final stabilization. vi z 0 ,••w� I..L , �pON T. g�' %f,,,, No. =� 10000075 STATE OF = c /NDIANP. ���� /ONAL 3/u��4 1 1lplHI1111\1\ DATE: 7/1/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) I' n THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS *LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 7/1/05 1238.6002 DRAWN BY: CHECKED BY: JLF SHEET TITLE: STORMWATER POLLUTION PREVENTION DETAILS DRAWING FILES: N: \1238 \6002 \bWGS \C804- 805.DWG SHEET NO.: ( C C5 � U O F Z T� Q C Q O w � v � v � w � DATE: PROJECT NO.: 7/1/05 1238.6002 DRAWN BY: CHECKED BY: JLF SHEET TITLE: STORMWATER POLLUTION PREVENTION DETAILS DRAWING FILES: N: \1238 \6002 \bWGS \C804- 805.DWG SHEET NO.: ( C OFFICE OF HE HAMILTON COUNTY SURVEYOR STR.'CTURE SIZING TABLE PIPE STRUCTURES STRUCTURES ANGLE AND STEPS CURB CASTING SIZE LESS THAN 48 GREATER THAN QUALITY OF REQUIRED CASTING •3501 TL (INCHES) FROM T/C TO 48" FROM T/C PIPES WILL MASTIC OR BUTYL RUBBER •R -3501N & TR 80" INVERT TO INVERT REQUIRE 24 " -33" GREATER THAN 45 TO 90 DEG JOINTS a 48 3/4 4 11/2 p i p e (INCHES) 12 SPECIAL DESIGN 3/4 4' DIAMETER /5" MINIMUM 12 TO 18 24 X 24 +•• DESIGN NO YES YES 15 TOP VIEW 12 1/2 3 5/8 1/2 APPROVAL 15 1/2 3 1 5/8 1/2 4 1/2 12 TO 21 30 X 30 • *• DESIGN NO YES YES 1/2 5 ROLt TO APRON •- FROM 4.5. toot or CURC.ITt L, 27 5/ e 3/ 4 °xa.a,O•• P. E4� APPROVAL 5 1/2 s ROL? nrTtt Mo V, 30 5/8 4 3/4 1/2 18 TO 21 a 36 3/4 4 1 1 MH /BOX DESIGN YES YES YES rtP. a 48 3/4 5 1 3/4 8 APPROVAL 3/4 8 60 3/4 — 5 1 / i P e 21 TO 27 24 X 38. 0: • ++ DESIGN NO NO YES 9 38 X 38 10 APPROVAL NO YES YES 12 TO 24 36 X 36 +•+ DESIGN 2. BARS, PLATES, & PIPEE ARE FINISHED WITH 2 COATS OF ALUMINUM PAINT. 3. BOLTS ARE GALVINIZED APPROVAL 4. NO REBAR THROUGH PIPES WILL BE ALLOWED 5. DEBRIS GUARD SHALL BE REMOVABLE 24 OR LARGER DESIGN + *• DESIGN NO NO YES APPROVAL MH /BOX APPROVAL DESIGN YES• + YES YES 24 OR LARGER KEN C. WA D, HAMILTON 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: D E b D -18 KENTON C. D. HAMILTON OUNTY SURVEYOR OFFICE OF THE HAMILTON COUNTY SURVEYOR EXISTING CRADE-----� 3 (MIN.) 3 (ME ) r•1'•( —� -� I —I I E I E , ' ..�r -t• I— III —I i --1 I I— f j ; - � 1 I--i`I •I--- ,— ,'•` —r-- 'PROPOSED GRADE UNDERCUT SWALE BY TO ALLOW FOR FUTU0.2 RE S' T ILTIINIc UNDERDRAINS REQUIRED IN SWALES WITH LESS THAN 1/ SLOPE EXISTING GRADE --j N I { ! =1 1 =�1 _ r� -r-1 �; •;T1.1 -I 11= I 1 I: I-- III— I- I,I= 1•.-'— PROPOSED GRADE UNDERCUT SWALE 8Y 0.2' 1 =1 TO ALLOW FOR FUTURE SILTING QPP ° #8 ✓7J� �Q GRAVEL 0 n O x w NG] �O w PERFORATED SUBSURFACE DRAIN (SSD) PIPE O WITH MINIMUM 0.5% GRADIENT. 10 SEE DEVELOPMENT PLAN FOR SIZES (8" MINIMUM) AND INVERT ELEVATIONS. 3' TYPICAL SWALE DETAIL (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED. I FEB 2002 STANDARD PLAN APPROVED G" -A6I�- D-16 KENTON C. WARD, AMILTON COU TY SURVEYOR D 'TE OFFICE OF THE HAMILTON COUNTY SURVEYOR CASTING FRAME STANDARD MANHOLE AND COVER As SPECIFIED FOR PIPE SIZES 24" THRU 66" Bolt 98" 48" 4 % ` _PRECAST CONCRETE ADJUSTER RINGS IF NEEDED (12 INCHES OF RINGS MAXIMUM). NON- ASPHALTIC 84" 24„ GREATER THAN 45 TO 80 DEG 84" 48" TURNS UP TO 45 DEG MASTIC OR BUTYL RUBBER 42 " -48" DIAMETER 80" STANDARD PRECAST MANHOLE CAP OR CONE SEAL BETWEEN BO" 24 " -33" GREATER THAN 45 TO 90 DEG JOINTS a 48 3/4 4 11/2 p i p e 3/4 12 5" MINIMUM, 3/4 4' DIAMETER /5" MINIMUM NON- ASPHALTIC MASTIC OR BUTYL RUBBER SEAL BETWEEN JOINTS 18" TYPICAL . —DIA. "F "— 1' MIN. OVER' HIGHEST PIPE MANHOLE PIPE PIPE TURNS DIA. "F" DIA. "G" Bolt 98" 48" GREATER THAN 45 TO 90 DEG 96" 54 "-88" UP TO 60 DEG 84" 42" GREATER THAN 45 TO 80 DEG 84" 48" TURNS UP TO 45 DEG 72" 42 " -48" UP TO 45 DEG 80" 33 " -36" STRAIGHT THRU BO" 24 " -33" GREATER THAN 45 TO 90 DEG FULL HEIGHT MANHOLE STEPS AS SPECIFIED CONCRETE REDUCER CAP NOTE: - MANHOLE CONFORMS TO ASTM C-478 -NO BRICK OR BLOCK WILL BE ALLOWED IN MANHOLE - O-RING GASKET, NON - ASPHALTIC MASTIC OR BUTYL RUBBER SEAL BETWEEN JOINTS PREFORMED HOLE TO MAXIMUM OF PIPE O.D. •8" WITH NON-SHRINK CEMENT GROUT C.* BENCH WALLS AT MINIMUM /WALLS TOO BE CONSTRUCTED TO SPRING LINE OF PIPE. 3" MIN. 8" 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 kf low STANDARD PLAN APPROVED: r TE D -21 KENTON C.W ,HAMILTON CO NTY SURVEYOR OFFICE OF THE HAMILTON COUNTY SURVEYOR DEBRIS G HYDROSEEDED & MULCH OR SEED & 5150 BLANKET AS SPECIFIED SIDE PROFILE Apron V -bar No. of H -bar Bolt "A" Size Size H -bars Size Dia. Dim. -..RR Inches Inches Re 'd Inches Inches Inches •+ ur 18 1/2 3 5/B •ax. 1/2 5 a 24 5/8 4 3/4 1/2 7 30 5/8 4 3/4 1/2 t I 3---1 SLOPE 36 3/4 4 1 1/2 10 1/2 c 42 3/4 4 1 3/4 11 a 48 3/4 4 11/2 p i p e 3/4 12 • a 54 3/4 4 ljpipe 3/4 12 60 3/4 5 1 2Pipe 1 3/4 14 s� 72 3/4 5 1 1 2Pipe 1 3/4 14 84 I 3/4 1 6 l 2Pipe 3/4 15 TOP VIEW 12 1/2 3 5/8 1/2 4 15 1/2 3 1 5/8 1/2 4 1/2 l8 1/2 4 1 5/8 1/2 4 1/2 y 21 1/2 4 5/8 1/2 5 � 24 5/8 4 3/4 1/2 5 ROLt TO APRON •- FROM 4.5. toot or CURC.ITt L, 27 5/ e 3/ 4 °xa.a,O•• P. E4� 1/2 5 1/2 s ROL? nrTtt Mo V, 30 5/8 4 3/4 1/2 75 1/2 a 36 3/4 4 1 1 3/4 8 42 3/4 4 1 3/4 8 rtP. a 48 3/4 5 1 3/4 8 a 54 3/4 5 1 11z Pipe 3/4 8 60 3/4 — 5 1 / i P e 3/4 8 I• a 66 3/4 8 112pi e 3/4 8 72 3/4 6 1 2pipe 3/4 9 84 3/4 7 =1, pipe 3/4 10 80 3/4 7 .1 2pipe 3/4 14 NOTES 1. BARS & PLATES ARE HOT- ROLLED STEEL. 2. BARS, PLATES, & PIPEE ARE FINISHED WITH 2 COATS OF ALUMINUM PAINT. 3. BOLTS ARE GALVINIZED 4. NO REBAR THROUGH PIPES WILL BE ALLOWED 5. DEBRIS GUARD SHALL BE REMOVABLE (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED: i JAN 2000 STANDARD PLAN APPROVED :_ - 12 COUNTY SURVEYOR DATE KEN C. WA D, HAMILTON OFFICE OF THE HAMILTON COUNTY `SURVEYOR` � 6' STEEL "T" FENCEPO ^aT (for temporary protection) SET FLUSH W /FINISH GRADE EAST JORDAN CASTING 1570 OR EQUAL • ° ' • + — III- -IT", -- � CONCRETE � o.• n � BASE � • a •a 0 WASHED C=: �.VEL W � oo x o I OoGR UT E - O° O� CAP DIRECTION OF FLOW o °O 6" x B" x B" TEE �O�C}oOt�t��0 °�- ^b0`�o MIN. 24 SUBSURFACE DRAIN (SSD) RISER DETAIL (DRAWING NOT TO SCALE) HAMILTON .COUNTY SURVEYOR'S OFFICE REVISED i JAN 2000 STANDARD PLAN APPROVED SS D-3 C. WARD HAMILTON COUNTY SURVEYOR DATE SSD , OFFICE OF THE HAMILTON COUNTY .'SURVEYOR UNDERWATER DISCHARGE NOT ALLOW. D HYDROSEEDED & MULCH OR SEED & 5150 BLANKET AS SPECIFIED 10' SAFETY LEDGE 3'(MIN.) W 5 SODDED AREA � (CROSS-HATCHED) V END SECTION ,w _ o Jv� - -5 1 / ' �I R R• O��(� J "M�33 TOE PLATE D OPTIONS FOR END SECTION5: NOTCH RIP-RAP INTO - METALS SHOWN /REQUIRES TOE PLATE S - CONCRETE SLOPEWALL .-CONCRETE HEADWALL 51 NORMAL POOL � SL E I SLOP t 7 SODDED AREA 0 0 O O I (CROSS - HATCHED O I t I 3---1 SLOPE � I R.C.P. STORM SEWER t � o d' wl RIP -RAP RENO MATTRESS O a ^ � � I I I I TOP VIEW � LAKE OUTLET- DETAIL FOR FAKE CROSS - SECTION OPTION 3 tDRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED- ^1 JAN 2000 STANDARD PLAN / S D-11 APPROVED 7 OFFICE OF THE HAMILTON COUNTY .'SURVEYOR UNDERWATER DISCHARGE NOT ALLOW. D HYDROSEEDED & MULCH OR SEED & 5150 BLANKET AS SPECIFIED 10' SAFETY LEDGE 3'(MIN.) W 5 SODDED AREA � (CROSS-HATCHED) V END SECTION ,w _ o Jv� - -5 1 / ' �I R R• O��(� J "M�33 TOE PLATE D OPTIONS FOR END SECTION5: NOTCH RIP-RAP INTO - METALS SHOWN /REQUIRES TOE PLATE S - CONCRETE SLOPEWALL .-CONCRETE HEADWALL 51 NORMAL POOL � SL E I SLOP t 7 SODDED AREA 0 0 O O I (CROSS - HATCHED O I t I 3---1 SLOPE � I R.C.P. STORM SEWER t � o d' wl RIP -RAP RENO MATTRESS O a ^ � � I I I I TOP VIEW � LAKE OUTLET- DETAIL FOR FAKE CROSS - SECTION OPTION 3 tDRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED- ^1 JAN 2000 STANDARD PLAN / S D-11 APPROVED 7 OFFICE OF THE HAMILTON COUNTY SURVEYOR NOTE 6' STEEL FENCE ( "T ") POST EXTENSION TO 13E SECURED TO STEEL POST . IN 2 LOCATIONS CAP &TAPE TEMPORARY EXTENSION ABOVE GROUND ` TO BE REMOVED UPON CONNECTION TO HOUSE. ALL MEASUREMENTS TO BE MEASURED FROM BACK OF CURB. Z EXTENSION SECURED IF EXTENSION I5 NOT UTILIZED, IT IS TO BE TO STEEL POST CAPPED BELOW GROUND LEVEL. PROPOSED M j LATERAL LOCATIONS SHALL BE STAMPED 18" ON CURB. (SEE CURB STAMP DETAIL) GRADE r OO U0 *8 •8 WASHED GRAVELj� / c° OR CLASS "A" WASHED STONE �� \ \ REDUCING T \/ REQUIRED MINIMUM SLOPE 0.30% —► -� AI i ° ° MINIMUM 4" SSD 3 MIN. 12" MIN. ( 18" MAX. MINIMUM B" SUB SURFACE DRAIN D -PIPE DIAMETER TYPICAL SSD LATERAL TO INDIVIDUAL LOTS ALONG STREETS (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED i JAN 2000 STANDARD PLAN APPROVED �t !A`.t °q SSD - KENTO C. WARD, HA 1LTON COUNTY SURVEYOR DATE OFFICE OF THE HAMILTON COUNTY SURVEYOR BANK ARMORMENT AT OUTLET PIPE IN OPEN CHANNELS SECTION —^ : H — a ; TOP OF BANK J 0. 0, O oG, !__TOE OF'- SLOPE _---------- _-V 14—CENTER LINE OF PIPE OHO COL' ° TOE OF SLOPE - - - - - - - - - - - - '- - - - - - - - - - - - - - - ' -- - - - - - - I TOP OF BANK — 12' —#� 12' —►i PLAN VIEW (DRAWING NOT TO SCALE) HAMILTON COUNT' _SURVEYOR'S 'OFFICE REVISED; 1 JAN 2000 STANDARD PLAN APPROVED - .li jq,�o�, 0'4 KENTON C. ARD, HAMI TON COUNTY SURVEYOR DATE , I, I I 1I I I i I Ii I f I i ! OFFICE OF THE HAMILTON COUNTY SURVEYOR /- CASTING FRAME AND COYER AS SPECIFIED NON - ASPHALTIC MASTIC OR BUTYL RUBBER d,x SEAL BETWEEN JOINTS. N � PRECAST CONCRETE ADJUSTER RINGS IF NEEDED (12 INCHES OF RINGS MAXIMUM). 24" DIAMETER ;�.', .... � �. - ECCENTRIC CONE OR REDUCER CAP AS REQUIRED BY SITE CONDITIONS. CONE TOP TO � i MATCH ADJUSTING RING PROFILE. ; FULL HEIGHT MANHOLE STEPS AS SPECIFIED. 5" MINIMUM NOTE: MANHOLE CONFORMS � TO ASTM 478 m :P. O-RING CASKET NON- E• ASPHALTIC MASTIC OR 48" DIAMETER PRECAST BUTYL RUBBER SEAL CONCRETE SECTION AT JOINTS. PREFORMED HOLE TO MAXIMUM OF PIPE O.D. •8" WITH BENCH WALLS AT MINIMUM( NON- SHRINK CEMENT GROUT. %2" PER FOOT SLOPE. BENCH WALLS TO HE CONSTRUCTED TO SPRING LINE OF PIPE. NOTE: :'t:••.;:..: STRUCTURES ARE TO HE ' -t•' GROUTED FULLY, TROWELED ;;�• SMOOTH AND BRUSH FINISHED. ' •' ��•' REINFORCED BAR PRECAST BASE "4 a 12" ON CENTER OR 8" OR 8" PER SECTION APPROVED ALTERNATIVE 3" MINIMUM MANHOLE BASE SET 5SNE ON 8" OF STANDARD MANHOLE FOR PIPE SIZES 12" THRU 24" (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 FEB 2002 STANDARD PLAN APPROVED '• '� Z 'ATE D -20 KENTON C.,WAR AMILTON COUNT SURVEYOR OFFICE ' OF THE HAMILTON COUNTY SURVEYOR ` ANCHOR • FOR CONCRETE END SECTIONS ' SIDE PROFILE TOP VIEW 1' STEEL ALL THREAD i LONG ' MIN. DIAMETER +: •. 2, =-s^/•1----- --- ..... .. ... ..... � +,: 1' STEEL NUTS & 'WASHERS 1' END PROFILE i 1 I t ) 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 0 -5 KENTAM .WARD, AMILTON COUNTY SURVEYOR DATE Z O_ W \\`o \\\ \111111 1 1 1 1 1 1 11 / / / / / / / / / / /// 1�,.��\�pON T. -BCC '•,,, = No. 10000075 STATE OF DATE: 7/1/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering CV O ^`` U �.J w O W � � z o� �z Q � w DATE: PROJECT NO.: 7/1/05 1238.6002 DRAWN B CHECKED DCC DCC SHEET TITLE: HAMILTON COUNTY DETAILS DRAWING FILES: N: \1238 \6002 \DWGS \C806.DWG i SHEET NO.: OFFICE OF THE HAMILTON COUNTY SURVEYOR BANK ARMORMENT AT OUTLET PIPE IN OPEN CHANNELS SECTION —^ : H — a ; TOP OF BANK J 0. 0, O oG, !__TOE OF'- SLOPE _---------- _-V 14—CENTER LINE OF PIPE OHO COL' ° TOE OF SLOPE - - - - - - - - - - - - '- - - - - - - - - - - - - - - ' -- - - - - - - I TOP OF BANK — 12' —#� 12' —►i PLAN VIEW (DRAWING NOT TO SCALE) HAMILTON COUNT' _SURVEYOR'S 'OFFICE REVISED; 1 JAN 2000 STANDARD PLAN APPROVED - .li jq,�o�, 0'4 KENTON C. ARD, HAMI TON COUNTY SURVEYOR DATE , I, I I 1I I I i I Ii I f I i ! OFFICE OF THE HAMILTON COUNTY SURVEYOR /- CASTING FRAME AND COYER AS SPECIFIED NON - ASPHALTIC MASTIC OR BUTYL RUBBER d,x SEAL BETWEEN JOINTS. N � PRECAST CONCRETE ADJUSTER RINGS IF NEEDED (12 INCHES OF RINGS MAXIMUM). 24" DIAMETER ;�.', .... � �. - ECCENTRIC CONE OR REDUCER CAP AS REQUIRED BY SITE CONDITIONS. CONE TOP TO � i MATCH ADJUSTING RING PROFILE. ; FULL HEIGHT MANHOLE STEPS AS SPECIFIED. 5" MINIMUM NOTE: MANHOLE CONFORMS � TO ASTM 478 m :P. O-RING CASKET NON- E• ASPHALTIC MASTIC OR 48" DIAMETER PRECAST BUTYL RUBBER SEAL CONCRETE SECTION AT JOINTS. PREFORMED HOLE TO MAXIMUM OF PIPE O.D. •8" WITH BENCH WALLS AT MINIMUM( NON- SHRINK CEMENT GROUT. %2" PER FOOT SLOPE. BENCH WALLS TO HE CONSTRUCTED TO SPRING LINE OF PIPE. NOTE: :'t:••.;:..: STRUCTURES ARE TO HE ' -t•' GROUTED FULLY, TROWELED ;;�• SMOOTH AND BRUSH FINISHED. ' •' ��•' REINFORCED BAR PRECAST BASE "4 a 12" ON CENTER OR 8" OR 8" PER SECTION APPROVED ALTERNATIVE 3" MINIMUM MANHOLE BASE SET 5SNE ON 8" OF STANDARD MANHOLE FOR PIPE SIZES 12" THRU 24" (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 FEB 2002 STANDARD PLAN APPROVED '• '� Z 'ATE D -20 KENTON C.,WAR AMILTON COUNT SURVEYOR OFFICE ' OF THE HAMILTON COUNTY SURVEYOR ` ANCHOR • FOR CONCRETE END SECTIONS ' SIDE PROFILE TOP VIEW 1' STEEL ALL THREAD i LONG ' MIN. DIAMETER +: •. 2, =-s^/•1----- --- ..... .. ... ..... � +,: 1' STEEL NUTS & 'WASHERS 1' END PROFILE i 1 I t ) 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 0 -5 KENTAM .WARD, AMILTON COUNTY SURVEYOR DATE Z O_ W \\`o \\\ \111111 1 1 1 1 1 1 11 / / / / / / / / / / /// 1�,.��\�pON T. -BCC '•,,, = No. 10000075 STATE OF DATE: 7/1/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering CV O ^`` U �.J w O W � � z o� �z Q � w DATE: PROJECT NO.: 7/1/05 1238.6002 DRAWN B CHECKED DCC DCC SHEET TITLE: HAMILTON COUNTY DETAILS DRAWING FILES: N: \1238 \6002 \DWGS \C806.DWG i SHEET NO.: I, I I 1I I I i I Ii I f I i ! OFFICE OF THE HAMILTON COUNTY SURVEYOR /- CASTING FRAME AND COYER AS SPECIFIED NON - ASPHALTIC MASTIC OR BUTYL RUBBER d,x SEAL BETWEEN JOINTS. N � PRECAST CONCRETE ADJUSTER RINGS IF NEEDED (12 INCHES OF RINGS MAXIMUM). 24" DIAMETER ;�.', .... � �. - ECCENTRIC CONE OR REDUCER CAP AS REQUIRED BY SITE CONDITIONS. CONE TOP TO � i MATCH ADJUSTING RING PROFILE. ; FULL HEIGHT MANHOLE STEPS AS SPECIFIED. 5" MINIMUM NOTE: MANHOLE CONFORMS � TO ASTM 478 m :P. O-RING CASKET NON- E• ASPHALTIC MASTIC OR 48" DIAMETER PRECAST BUTYL RUBBER SEAL CONCRETE SECTION AT JOINTS. PREFORMED HOLE TO MAXIMUM OF PIPE O.D. •8" WITH BENCH WALLS AT MINIMUM( NON- SHRINK CEMENT GROUT. %2" PER FOOT SLOPE. BENCH WALLS TO HE CONSTRUCTED TO SPRING LINE OF PIPE. NOTE: :'t:••.;:..: STRUCTURES ARE TO HE ' -t•' GROUTED FULLY, TROWELED ;;�• SMOOTH AND BRUSH FINISHED. ' •' ��•' REINFORCED BAR PRECAST BASE "4 a 12" ON CENTER OR 8" OR 8" PER SECTION APPROVED ALTERNATIVE 3" MINIMUM MANHOLE BASE SET 5SNE ON 8" OF STANDARD MANHOLE FOR PIPE SIZES 12" THRU 24" (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 FEB 2002 STANDARD PLAN APPROVED '• '� Z 'ATE D -20 KENTON C.,WAR AMILTON COUNT SURVEYOR OFFICE ' OF THE HAMILTON COUNTY SURVEYOR ` ANCHOR • FOR CONCRETE END SECTIONS ' SIDE PROFILE TOP VIEW 1' STEEL ALL THREAD i LONG ' MIN. DIAMETER +: •. 2, =-s^/•1----- --- ..... .. ... ..... � +,: 1' STEEL NUTS & 'WASHERS 1' END PROFILE i 1 I t ) 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 0 -5 KENTAM .WARD, AMILTON COUNTY SURVEYOR DATE Z O_ W \\`o \\\ \111111 1 1 1 1 1 1 11 / / / / / / / / / / /// 1�,.��\�pON T. -BCC '•,,, = No. 10000075 STATE OF DATE: 7/1/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering CV O ^`` U �.J w O W � � z o� �z Q � w DATE: PROJECT NO.: 7/1/05 1238.6002 DRAWN B CHECKED DCC DCC SHEET TITLE: HAMILTON COUNTY DETAILS DRAWING FILES: N: \1238 \6002 \DWGS \C806.DWG i SHEET NO.: OFFICE OF THE HAMILTON COUNTY SURVEYOR /- CASTING FRAME AND COYER AS SPECIFIED NON - ASPHALTIC MASTIC OR BUTYL RUBBER d,x SEAL BETWEEN JOINTS. N � PRECAST CONCRETE ADJUSTER RINGS IF NEEDED (12 INCHES OF RINGS MAXIMUM). 24" DIAMETER ;�.', .... � �. - ECCENTRIC CONE OR REDUCER CAP AS REQUIRED BY SITE CONDITIONS. CONE TOP TO � i MATCH ADJUSTING RING PROFILE. ; FULL HEIGHT MANHOLE STEPS AS SPECIFIED. 5" MINIMUM NOTE: MANHOLE CONFORMS � TO ASTM 478 m :P. O-RING CASKET NON- E• ASPHALTIC MASTIC OR 48" DIAMETER PRECAST BUTYL RUBBER SEAL CONCRETE SECTION AT JOINTS. PREFORMED HOLE TO MAXIMUM OF PIPE O.D. •8" WITH BENCH WALLS AT MINIMUM( NON- SHRINK CEMENT GROUT. %2" PER FOOT SLOPE. BENCH WALLS TO HE CONSTRUCTED TO SPRING LINE OF PIPE. NOTE: :'t:••.;:..: STRUCTURES ARE TO HE ' -t•' GROUTED FULLY, TROWELED ;;�• SMOOTH AND BRUSH FINISHED. ' •' ��•' REINFORCED BAR PRECAST BASE "4 a 12" ON CENTER OR 8" OR 8" PER SECTION APPROVED ALTERNATIVE 3" MINIMUM MANHOLE BASE SET 5SNE ON 8" OF STANDARD MANHOLE FOR PIPE SIZES 12" THRU 24" (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 FEB 2002 STANDARD PLAN APPROVED '• '� Z 'ATE D -20 KENTON C.,WAR AMILTON COUNT SURVEYOR OFFICE ' OF THE HAMILTON COUNTY SURVEYOR ` ANCHOR • FOR CONCRETE END SECTIONS ' SIDE PROFILE TOP VIEW 1' STEEL ALL THREAD i LONG ' MIN. DIAMETER +: •. 2, =-s^/•1----- --- ..... .. ... ..... � +,: 1' STEEL NUTS & 'WASHERS 1' END PROFILE i 1 I t ) 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 0 -5 KENTAM .WARD, AMILTON COUNTY SURVEYOR DATE Z O_ W \\`o \\\ \111111 1 1 1 1 1 1 11 / / / / / / / / / / /// 1�,.��\�pON T. -BCC '•,,, = No. 10000075 STATE OF DATE: 7/1/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering CV O ^`` U �.J w O W � � z o� �z Q � w DATE: PROJECT NO.: 7/1/05 1238.6002 DRAWN B CHECKED DCC DCC SHEET TITLE: HAMILTON COUNTY DETAILS DRAWING FILES: N: \1238 \6002 \DWGS \C806.DWG i SHEET NO.: OFFICE ' OF THE HAMILTON COUNTY SURVEYOR ` ANCHOR • FOR CONCRETE END SECTIONS ' SIDE PROFILE TOP VIEW 1' STEEL ALL THREAD i LONG ' MIN. DIAMETER +: •. 2, =-s^/•1----- --- ..... .. ... ..... � +,: 1' STEEL NUTS & 'WASHERS 1' END PROFILE i 1 I t ) 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 0 -5 KENTAM .WARD, AMILTON COUNTY SURVEYOR DATE Z O_ W \\`o \\\ \111111 1 1 1 1 1 1 11 / / / / / / / / / / /// 1�,.��\�pON T. -BCC '•,,, = No. 10000075 STATE OF DATE: 7/1/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering CV O ^`` U �.J w O W � � z o� �z Q � w DATE: PROJECT NO.: 7/1/05 1238.6002 DRAWN B CHECKED DCC DCC SHEET TITLE: HAMILTON COUNTY DETAILS DRAWING FILES: N: \1238 \6002 \DWGS \C806.DWG i SHEET NO.: Z O_ W \\`o \\\ \111111 1 1 1 1 1 1 11 / / / / / / / / / / /// 1�,.��\�pON T. -BCC '•,,, = No. 10000075 STATE OF DATE: 7/1/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering CV O ^`` U �.J w O W � � z o� �z Q � w DATE: PROJECT NO.: 7/1/05 1238.6002 DRAWN B CHECKED DCC DCC SHEET TITLE: HAMILTON COUNTY DETAILS DRAWING FILES: N: \1238 \6002 \DWGS \C806.DWG i SHEET NO.: O W � � z o� �z Q � w DATE: PROJECT NO.: 7/1/05 1238.6002 DRAWN B CHECKED DCC DCC SHEET TITLE: HAMILTON COUNTY DETAILS DRAWING FILES: N: \1238 \6002 \DWGS \C806.DWG i SHEET NO.: Nox\����o ►N EEETI���e No. 1000007; -�O- STATE OF NAL � 11EEEEE,111 „ 3/t4w� I /< DATE: 7/1/05 THIS DRAWING AND THE IDEAS, CONCEPTS CONTAINED HEREIN ARE INTELLECTUAL PROPERTY OF TE CORPORATION, AND ARE NOT T1 REPRODUCED, IN WHOLE OR IN I THE WRITTEN CONSENT OF TH CORPORATION. © COPYRIGHTED BY THE SCHNE S THE SCHNEIDER COF 12821 E. New Marke Suite 100 Carmel, IN 46032 Telephone: 317.569. Fax: 317.826.6410 www.schneidercorp.c, Architecture Civil Engineering Environmental Engin Geotechnical ServicE GIS * LIS Home Builder Servic Interior Design Land Surveying Landscape Architeci Transportation Engir Cz n4D 9 z oa w w DATE: PROD 7/1/05 DRAWN BY: CHEC DCC SHEET TITLE: SPECIFICATI DRAWING FILES: N: \1238 \6002 \DWGS \C901.DWG I SHEET NO.: [CM-(