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HomeMy WebLinkAbout04080184 Building PlansAREA MAP NOT TO SCALE 0 Q 0 n - w z 0 F', SITE..0 SOILS MAP NOT TO SCALE EXISTING —\/illnnP of Wact('Inv SITE MAP SCALE: T' -- 150' FUTURE je of WestClay CTION 10002 I ay SEC. 33-T18N-R3E VILLAGE CIF VVIES 01rCLA ( SECTION 10003 (CONSTRUCTION PLANS) HAMILTON COUNTY CARMEL, DEVELOPER. BRENWICK DEVELOPMENT CO-, DESIGN SPEED=20 MPH 12821 E. NEW MARKET STREET, SUITE 200 CARMEL, INDIANA 46032 13171 574-3400 (3171 574-3919 (FAX) 6- A, 0 1 "ft * ""k i 12821 E. New Market Street Architecture INDEX SHEET No. DESCRIPTION C100 COVER SHEET C101—C102 DEVELOPMENT PLAN C103—C104 EROSION CONTROL PLAN C105—C106 TRAFFIC CONTROL PLAN C201—C202 STREET PLAN AND PROFILE C301 INTERSECTION DETAILS C302 ENTRANCE PLAN C303 MAINTENANCE OF TRAFFIC PLAN C401—C402 SANITARY SEWER PLAN & PROFILE C601—C602 STORM SEWER PLAN & PROFILE C701—C702 WATER DISTRIBUTION PLAN C801 STREET DETAILS C802 SANITARY SEWER DETAILS C803 STORM SEWER DETAILS C804 EROSION CONTROL DETAILS C805—C806 HAMILTON COUNTY DETAILS C901 SPECIFICATIONS 6- A, 0 1 "ft * ""k i 12821 E. New Market Street Architecture Suite 100 Civil Engineering Carmel, IN 46032 Environmental Engineering THESE DOCUMENTS ARE SUBJECT TO PERIODIC REVISIONS BY THE SCHNEIDER Telephone: 317.569.8112 Geotechnical Services CORPORATION. THE HOLDER IS RESPONSIBLE Fax: 317.826.6410 GIS * LIS FOR VERIFYING THAT THESE DOCUMENTS ARE THE MOST CURRENT PRIOR TO USE. REVISIONS: www.schneidercorp.com Home Builder Services DATE: BY: DESCRIPTION: Interior Design \�������o01N11'T///������ii,,� 12/31/03 BET ALL SHEETS Land Surveying Landscape Architecture No. Transportation Engineering = 0000075 - ' STATE OF NAL CERTIFIED BY: BRANDON T. BURKE E—MAIL ADDRESS: bburke@schneidercorp.com DATE: 11/12/03 SHEET (C 1-®® THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED PROJECT ENGINEER: HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION AND ARE NOT TO BE USED OR REPRODUCED IN WHOLE OR IN OF PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. 25 CHECKED BY: DATE CHECKED: © 2003, The Schneider Corporation JOB No. 1238.1003 FILE NAME: N:\1238\1003\DWGS\ClOO.DWG Storm Structure Data Table Str.# T. C. INV. IN INV. OUT DEPTH STR. SIZE STIR. TYPE CASTING TYPE PIPE SIZE DIRECTION IN/OUT 636 893.90 890.44 890.44 1.2' 48" INLET R-3010 PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE THE 18"/24- S N 637 893.90 890.52 890.52 1.6' 48" INLET R-3010 15"/18- S N 638 894.70 SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF 891.08 2.1' 36" BEEHIVE R-4342 New Pavement Grade 15" N 641 896.90 891.61 4.0' 30" MANHOLE R -1772-A E -ME-1 12" E 641A 895.50 Corrected Grades 891.61 5.1' 36" BEEHIVE R-4342 - 5. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES 12" E 642A 894.43 1 891.95 891.95 1.2' 36" INLET R-3010 12"/12" S N 642B 894.43 1 891.95 1.2' 36" INLET R-3010 COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED 12" N 675 ASSUMED NORTH PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF -------------- 886.98 DAYS BEFORE COMMENCING WORK. ff 1 SERVICES.--- SCALE: 1 = 50 7. SERVICE END SEC. 4" ssd Lot Lateral 15" SW 676 893.40 887.69 887.69 4.0' 30" MANHOLE R -1772-A Existing Trees 12"/15" SNE Existing Gas Main 889.89 9. EXPANSION JOINTS AREA TO BE PLACED AT ALL WALK - - Existing Telephone INTERSECTIONS AND BETWEEN WALKS AND PLATFORMS. 0 0 12' SW 677 894.63 890.98 890.98 2.0' 36" INLET R-3010 PERPENDICULAR TO SIDEWALKS AT 5' INTERVALS OR LESS WITH 12"/12" W NE A A CONTRACTION JOINT EVERY 20' OR LESS. 891.35 I 10. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO OA 2' Chairback Curb 12' SW 678 894.63 11. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE 891.13 2.2' 36" INLET R-3010 12" E 679 895.14 INLET 891.64 2.2' 36" INLET R-3010 12" NE 680 893.40 888.57 888.57 3.3' 30" MANHOLE R -1772-A SYSTEM OR LAKE. THE SUBCONTRACTOR SHALL NOTIFY IN 15"/15" W N 681 891.50 889.01 889.01 1.0' 36" BEEHIVE R-4342 PERCENT OF THE MAXIMUM DRY DENSITY (ASTM D-1557). FILL 12"/15" W E 682 894.50 FARM ENTRANCE. 891.50 1.7' 36" BEEHIVE R-4342 15, WATERMAIN VALVES SHALL NOT BE LOCATED UNDER PAVEMENT. 12" E f WestCla Village o y .- 4-A Y T-12 ALLEY ESMT-c:- E�00 777- W N _ SMS • w 12' <41` _. E ESMr Existing B_- o ,-- Villa e._of WestCla _ . gci,; + . w O 5' D.0&SE TC=897.00 421 n� J �1 929 9+0,0 Pc 9+44.61 -- ...., . T=898.6 D 423 861 MFPG=899.1 NO.: m HOLEY MOLEY SAYS 1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. 2. IT SHALL BE THE RESPONSIBILITY CHECKED BY: Existing Storm Sewer e� o OF EACH CONTRACTOR TO PLAN DRAWING FILES: DONT, N 934 o VERIFY ALL EXISTING UTILITIES AND CONDITIONS t New Storm Sewer DIG PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE THE - - Existing Sanitary Sealer n CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF MFPG=897.9 New SanitarySewer BLIND THE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS FOR EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR -- - - Existing Contour o SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF 0 Existing Elevation ._ ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE il 000.00 New Pavement Grade - PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. 000.00 All Other Finish Grades 3. STANDARD SPECIFICATIONS FOR THE HAMILTON COUNTY E -ME-1 Match Existing Grades 11 SURVEYOR SHALL APPLY FOR ALL STORM SEWERS. (000.00) Corrected Grades "IT'S THE LAW" 4. STANDARD SPECIFICATIONS FOR CLAY TOWNSHIP REGIONAL WASTE DISTRICT SHALL APPLY FOR ALL SANITARY SEWERS. o0o Storm Structure Number CALL 2 WORKING DAYS BEFORE YOU DIG - 5. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES O Sanitary Structure Number 1-800-382-5544 RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH Minimum Flood Protection Grade. CALL TOLL FREE GRANULAR MATERIAL. MFPG PER INDIANA STATE LAW IS -69-1991. 6. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE Lowest Opening Permitted. IT IS AGAINST THE LAW TO EXCAVATE PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY Flow Arrow WITHOUT NOTIFYING THE UNDERGROUND COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED 6" Subsurface Drain LOCATION SERVICE TWO (2) WORKING ASSUMED NORTH PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF -------------- DAYS BEFORE COMMENCING WORK. ff 1 SERVICES.--- SCALE: 1 = 50 7. SERVICE 4" ssd Lot Lateral WALKS SHALL BE NON -REINFORCED CONCRETE 4" 000.00 - Swale ��11 ~ w THICK AND 4' IN WIDTH. w 8. 4' CONCRETE SERVICE WALK ACROSS FRONTAGE OF EACH LOT -` _` - -" Existing Trees TO BE CONSTRUCTED BY OTHERS.0.- Existing Gas Main 9. EXPANSION JOINTS AREA TO BE PLACED AT ALL WALK - - Existing Telephone INTERSECTIONS AND BETWEEN WALKS AND PLATFORMS. 0 0 SIDEWALK SCORES ARE TO BE EQUALLY SPACED BETWEEN Existing Water Main EXPANSION JOINTS, CONTRACTION JOINTS AND00 Existing Flowline NORMAL POOL -887.00' PERPENDICULAR TO SIDEWALKS AT 5' INTERVALS OR LESS WITH - Existing Overhead Utilities A A CONTRACTION JOINT EVERY 20' OR LESS. I 10. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO OA 2' Chairback Curb CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 65' ENGINEERED 11. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE Emergency Overflow Routing PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. Q STANDARDS FOR WORKER SAFETY. BOTTOM ELEV.=879.00 INLET 12. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES. dt- 13. REMOVE AND BACKFILL ALL AREAS WHERE ANY FIELD TILE CROSSES PROPOSED HOUSE PADS. ALL FIELD TILES INTERCEPTED TO BE PERPETUATED INTO STORM SEWER liitlfi' TOIL OF BANK 896. - SYSTEM OR LAKE. THE SUBCONTRACTOR SHALL NOTIFY IN TBM #44 WRITING THE OWNER AND THE ENGINEER IN ANY USGS BENCHMARK I CIRCUMSTANCES WHERE THIS CANNOT BE ACCOMPLISHED. 14. ALL FILL AREAS SHALL BE COMPACTED TO AT LEAST 95 CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT PERCENT OF THE MAXIMUM DRY DENSITY (ASTM D-1557). FILL EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE UNDER THE FOOTING SHALL BE COMPACTED TO AT LEAST 95 FARM ENTRANCE. PERCENT OF THE MAXIMUM DRY DENSITY (ASTM D-1557). ELEVATION - 893.39 15, WATERMAIN VALVES SHALL NOT BE LOCATED UNDER PAVEMENT. FOR CONTINUATION SEE SHEET C102 f WestCla Village o y .- 4-A Y T-12 ALLEY ESMT-c:- E�00 777- W N _ SMS • w 12' <41` _. E ESMr Existing B_- o ,-- Villa e._of WestCla _ . gci,; + . w O 5' D.0&SE TC=897.00 421 n� J �1 929 9+0,0 Pc 9+44.61 -- ...., . T=898.6 D 423 861 MFPG=899.1 'II ON T. No. 0000075 %-;0� STATE OF \\\\ "�� s/ONAL �- \\\\\ DATE: 11/12/03 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. (2003) IC4411b 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 t NO.: m 1238.1003 DRAWN B: CHECKED BY: Y o DEVELOPMENT PLAN DRAWING FILES: N:\1238\1003\DWGS\C101-ClO2.DWG N 934 o XREF: 1002-BS.DWG XREF: 1004-ABS.DWG cy-) o I E_ z MFPG=897.9 w CY- 0 Q 124 cc �- z 0 ME ~ w w o J 93.3 MFPG=897.3 0 0 _ _ NORMAL POOL -887.00' J A I t 100 YEAR ELEV=888.7 65' ENGINEERED Q BOTTOM ELEV.=879.00 INLET FILL LIMITS dt- P liitlfi' TOIL OF BANK 896. - I I 0 ,7 'II ON T. No. 0000075 %-;0� STATE OF \\\\ "�� s/ONAL �- \\\\\ DATE: 11/12/03 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. (2003) IC4411b 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 t NO.: 10/31 /03 1238.1003 DRAWN B: CHECKED BY: C o DEVELOPMENT PLAN DRAWING FILES: N:\1238\1003\DWGS\C101-ClO2.DWG XREF: 1003-BS.DWG XREF: 1002-BS.DWG XREF: 1004-ABS.DWG cy-) o SHEET NO.: E_ z 0 Q 124 DATE:PROJECT NO.: 10/31 /03 1238.1003 DRAWN B: CHECKED BY: C SHEET TITLE: DEVELOPMENT PLAN DRAWING FILES: N:\1238\1003\DWGS\C101-ClO2.DWG XREF: 1003-BS.DWG XREF: 1002-BS.DWG XREF: 1004-ABS.DWG XREF: CA5.DWG, CA6.DWG, CA7.DWG, CA8.DWG SHEET NO.: (C 19T 5' DU&SE 5' D>d&SE ti=i5yi5.L o ' o N l� 46 0 935 N MFPG=898.0 J TC=897.00 0 50' R 2' FF 0 rn N � U 0 cn txisung riownne x Existing Overhead Utilities 934 MFPG=897.9 6 \ \;// A� 2' Chairback Curb fEmergency Overflow Routing \/ / ] -'1 896.8 0O y: o CK B w o a n cin V) r i \\\ COMMONS.. w -93.3 � \\ o NORMAL POOL (D TBM 44 .... .:... i J MFPG-897.3 Q # Q "' A 100 YEAR ELEV=888 70 / / \ \� \ USGS BENCHMARK 65' ENGINEERED �- / » BOTTOM ELEV.=89.00 /;: / \ \ Q CUT X NORTH BONNET BOLT IN FIRE HYDRANT FILL LIMITS _ EX. INLET EAST SIDE HOOVER RD. f100 SOUTH OF CLARIDGE MY TOP OF BANK = 890.70 /V// \ \ FARM ENTRANCE. 50' /W RIPRAP ELEVATION - 893.39 .' REQUIRED x 675 U 932- M � / F n MFPG=897.3 j / / �// / / \ NOTE. �, J 93 /� / / SEE PLANS FOR THE VILLAGE = J MFPG-898.0 cn J / �j cN cD i. i OF WestClaY SECTION 10002 W oo v I 12 1CP 676 TC=893.40 /r `� w o' BL 897.2 as7.o 20' BL 678 0 9�'! FOR CONTINUATION OF EMERGENCY Cn z &SE `; : 15' DU&SE 677 895.7 ✓ / \ FLOOD ROUTING. 397 897 0 896.8 895.7 j� 'T 10+41.09 11+00 12+00 13+00. o 59' OF 12" RCP 14+00 4+35.1 Z 897.45 4- 896.97' 896.15 8.95.33 13+42.12 895 895'50 FINCHLEY ROAD 679 TC=895.14 Z -- - \ / \/ U 897.0 896.2 422 895.3 896.0 `i 897.8 379' OF 8" PVC 20 DU&SE>•.., O Future „ 20' BL w N 858 859 857 MFPG=898.0 MFPG=897.2 MFPG=898 4 z� w� 1 FOR CONTINUATION SEE SHEET C101 oON I I ITU, / N o. 0000075 - STATE OF ��.n / .... °,NA,L,uua�o��• DATE: 11/12/03 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. (2003) 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 10/31/03 1238.1003 DRAWN BY: � DCC (a L�f\ I�HkAHI lq( o DEVELOPMENT PLAN DRAWING FILES: N:\1238\1003\DWGS\C101-C102.DWG HOLEY MOLEY SAYS XREF: 1002-BS.DWG XREF: 1004-ABS.DWG o SHEET NO.: E- z e c DON'T 1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. DIG 2. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO z Existing z o VERIFY ALL EXISTING UTILITIES AND CONDITIONS �' --Villa e of WestCla - 9 Y BLIND" PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE THE Section CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF � 1.00,04-A W 0 THE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS FOR .; , : , EACH UTILITY BEFORE WORK IS STARTED, THE CONTRACTOR :. _ SHALL NOTIFY IN WRITING THE OWNER O R THE ENGINEER OF ,. H,; ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE E PLANS OR IN THE FIELD BEFORE WORK x , , f _., - - . -- IS STARTED OR B' P r VC / RESUMED. .: - ...... '. ...�i ....- 3. STANDARD SPECIFICATIONS FOR THE HAMILTON COUNTY CO "ITS THE LAW" 4 SURVEYOR SHALL APPLY FOR ALL STORM SEWERS. SPECIFICATIONSFORAY TOWNSHIP REGIONAL CALL 2 WORKING DAYS BEFORE YOU DIG DISTRICT FOR ALL • F ° \ / 1-800-382-5544 WASTED SANITARY SEWERS. _. h CALL TOLL FREE 5. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES F PER INDIANA STATE LAW IS -69-1991. RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH IT IS AGAINST THE LAW TO EXCAVATE 6. GRANULAR MATERIAL. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE /�� �� / \ /4 WITHOUT NOTIFYING THE UNDERGROUND / "' : LOCATION SERVICE TWO 2 WORKING PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY ,. f / 940 EX. 8,, P •,_ X. -, DAYS BEFORE COMMENCING WORK . PRIOR AITO ANY EXCAVATION COMPANIESNOTIFIED FIELDLOCATIONOF . IT p e9Q "' MFPG-89.5 3 `��� ,. vc • - a< 400 7 SERVICES. E NON REINFORCED CONCRETE 4" THICK AND 4' IN WIDTH. 8. 4' CONCRETE SERVICE WALK ACROSS FRONTAGE OF EACH LOT a; ;....... / /x� Q��� .. I = Il �lL •l \ ISI 9. TO BE CONSTRUCTED BY OTHERS. EXPANSION JOINTS AREA TO BE PLACED AT ALL WALK 5' DU&SE 5' D>d&SE ti=i5yi5.L o ' o N l� 46 0 935 N MFPG=898.0 J TC=897.00 0 50' R 2' FF 0 rn N � U 0 cn txisung riownne x Existing Overhead Utilities 934 MFPG=897.9 6 \ \;// A� 2' Chairback Curb fEmergency Overflow Routing \/ / ] -'1 896.8 0O y: o CK B w o a n cin V) r i \\\ COMMONS.. w -93.3 � \\ o NORMAL POOL (D TBM 44 .... .:... i J MFPG-897.3 Q # Q "' A 100 YEAR ELEV=888 70 / / \ \� \ USGS BENCHMARK 65' ENGINEERED �- / » BOTTOM ELEV.=89.00 /;: / \ \ Q CUT X NORTH BONNET BOLT IN FIRE HYDRANT FILL LIMITS _ EX. INLET EAST SIDE HOOVER RD. f100 SOUTH OF CLARIDGE MY TOP OF BANK = 890.70 /V// \ \ FARM ENTRANCE. 50' /W RIPRAP ELEVATION - 893.39 .' REQUIRED x 675 U 932- M � / F n MFPG=897.3 j / / �// / / \ NOTE. �, J 93 /� / / SEE PLANS FOR THE VILLAGE = J MFPG-898.0 cn J / �j cN cD i. i OF WestClaY SECTION 10002 W oo v I 12 1CP 676 TC=893.40 /r `� w o' BL 897.2 as7.o 20' BL 678 0 9�'! FOR CONTINUATION OF EMERGENCY Cn z &SE `; : 15' DU&SE 677 895.7 ✓ / \ FLOOD ROUTING. 397 897 0 896.8 895.7 j� 'T 10+41.09 11+00 12+00 13+00. o 59' OF 12" RCP 14+00 4+35.1 Z 897.45 4- 896.97' 896.15 8.95.33 13+42.12 895 895'50 FINCHLEY ROAD 679 TC=895.14 Z -- - \ / \/ U 897.0 896.2 422 895.3 896.0 `i 897.8 379' OF 8" PVC 20 DU&SE>•.., O Future „ 20' BL w N 858 859 857 MFPG=898.0 MFPG=897.2 MFPG=898 4 z� w� 1 FOR CONTINUATION SEE SHEET C101 oON I I ITU, / N o. 0000075 - STATE OF ��.n / .... °,NA,L,uua�o��• DATE: 11/12/03 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. (2003) 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 10/31/03 1238.1003 DRAWN BY: � DCC o DEVELOPMENT PLAN DRAWING FILES: N:\1238\1003\DWGS\C101-C102.DWG XREF: 1003-BS.DWG XREF: 1002-BS.DWG XREF: 1004-ABS.DWG o SHEET NO.: E- z z W z o � W DATE' PROJECT 10/31/03 1238.1003 DRAWN BY: CHECKED BY: DCC SHEET TITLE: DEVELOPMENT PLAN DRAWING FILES: N:\1238\1003\DWGS\C101-C102.DWG XREF: 1003-BS.DWG XREF: 1002-BS.DWG XREF: 1004-ABS.DWG XREF: CA5.DWG, CA6.DWG, CA7.DWG, CA8.DWG SHEET NO.: n 2 1"(3G Wc9u,-i-4 w olL tIz- to A l x. 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