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HomeMy WebLinkAboutC101 Development PlanU U v _o U O T J _o U W Q N O O CO / 00 N i a� z a� LL a N O n M O N Cd N O 0 0 I UI O 1 I 03.5 9 GLEBE4STREE cc - GLEBE SIRE >�9 1 101. B OCK 'Q - EXISTING Villa eT ilv off est lay I &00L -- - � 901. CO MONS 0 4 1055 1 056 10157 1058 _ GWINNETT STREET 1� 815 ° I ►1 980 979 978 977 o� w w 1 z�� z � 3: � 4 4 =a, EXISTING Villa e of WestCla SECTION 6002 2 973 974 975 976 1 w w Cn O Of I 0 0 BLOCK "V" BEVERIDGE POND Y I 813 I \ 822 I I a z IN 0 S RU il­ION 1 +25. Y w U � M `J' 812 900 0 OSE i l lCs Wes S 0 0 M 00 co 00 00.6 00 X co = 0 99.8 I NECTMu- i-� - •I •, ` \^�•1V1 'MIS �F� •1 ••: .r gas �a X 4 )2. X )3. I• 2. IX ° - -- -- 20'BTL DU &S� - - 902. X 902.7 20' BTL 1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. - ; Existing torm Sewer g I 2. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO II I- - - - - - - - - - - - _ 6 VERIFY ALL EXISTING UTILITIES AND CONDITIONS f _ 9 PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE THE �- Existing Sanitary Sewer - - - - -, - - - - - - GLEBE TREET I x I 18 12' ALLEY ESMT. THE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS FOR 1X -- QD lJ&SE- ,I - -- -- 900 0 OSE i l lCs Wes S 0 0 M 00 co 00 00.6 00 X co = 0 99.8 I NECTMu- i-� - •I •, ` \^�•1V1 'MIS �F� •1 ••: .r gas �a X 4 )2. X )3. I• 2. IX ° - -- -- 20'BTL DU &S� - - 902. X 902.7 0 N I 1�; -11 N 00111111111111111 �I NIA) 20' BTL 1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. - ; Existing torm Sewer g I 2. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO II I- - - - - - - - - - - - _ 6 VERIFY ALL EXISTING UTILITIES AND CONDITIONS f _ 9 PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE THE �- Existing Sanitary Sewer - - - - -, - - - - - - GLEBE TREET I x I 18 12' ALLEY ESMT. THE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS FOR 1X -- QD lJ&SE- ,I - -- -- EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR �- 000 Existing Contour � N 20' BTL I SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF x E' E`� Existing Elevation tK 589 90 1,6590 591 592 593 000.00 New Pavement Grade t.7 /- PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR REMOVE EXISTING (2) 904.6 ME 901.78 W T RESUMED. 000.00 All Other Finish Grades PAVEMENT END SIGNS 3. J ME Match Existing Grades PRIVATE t o EXISTING SURVEYOR SHALL APPLY FOR ALL STORM SEWERS. o aI12 x 4. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE V Ila e of 9 WestCla y o w U' PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY o0o Sanitary Structure Number 1 B - - - - - - -� - m �I COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED f/ 6 1 EX. D613 c QTI 0 8501 Flow Arrow °O N 903.3 E C101 EX D423 ` - . X 6" Subsurface Drain I Z 5. M 3 EX. TC--902.91 EX. INV- 896.10 (" E) 12' LLEY ESMT. 641 THICK AND 5' IN WIDTH. 4" SSD Lot Lateral ° 594 595 596 597 598 6. E . PVC 000.00 .• - X < '- - _ - - - -- - -- lJJ 7. EXPANSION JOINTS ARE TO BE PLACED AT ALL WALK 902.31 v 904.41 2..OQ 903.0 9 899' - 9 INTERSECTIONS AND BETWEEN WALKS AND PLATFORMS. -G G - T � 1 2 2' A 1Y ESMT. X12' ALLEY SMT. SIDEWALK SCORES ARE TO BE EQUALLY SPACED BETWEEN 0101 /W t a �• cw 678 E EX D421 Existing Telephone m CD E PERPENDICULAR TO SIDEWALKS AT 5' INTERVALS OR LESS WITH `v M.F.F.E= O EX 905.4 12EX. 7TE,�,� EX. TC= 902.67 INV- 895.53 (' W) N °EX. A CONTRACTION JOINT EVERY 10' OR LESS. _000- Existing Flowline w w � EX. INV- 892.69 (8" S) INV- 893.68 (8" S TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO Q EX. INV- 892.57 (8" E) 1 19 °. F F 138.49 EX. INV- 893.64 8 E - Existing Overhead Utilities 1 12' ALLEY ESMT. 9. 3' 2.52 ME °' 610 1 Q I w PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. MFFE Minimum Finished Floor Elevation �q�l .6 X91.7 I STANDARDS FOR WORKER SAFETY. F- 1' Above Hi htest Lot Grade g - R W o M.F.F.E= 670' 0 904.8 12' ALLEY ESMT. I 1 �X 90 NV7893.97 (8" N) o I TI N I 903.3 O 2' Chairback Curb with Gutter cn )2 903.7 138.44 ME 902.12 I z w 2 Chairback Curb Gutter 1 608 ESM j / w/o 0 N I 1�; -11 N 00111111111111111 �I NIA) ° A EX. 8" PVC 611 EM w J 6 PAVEMENT, SIDEWALK OR CURB. °+ o -680 ¢ ,- 14. 100 YEAR FLOODPLAINS, FLOODWAY FRINGES AND FLOODWAYS: NONE v7 901.55 899.5 Y (n U) ME 2 ° ALLE)' ESMT. N I °I o M.F.F.E =614 I I 605 o 904.2 EX ZZ 5 0 00 00 - EX. T�900.87 0� W W 19' EX. INV- 894.96 (8" N) ww w w °' F -F 902.4 138.32' 900.99 1 a� o ME e N °+ � .5 CD 9019 xlsrlNC W CUT, REMOVE &REPLACE ;;� II x M.F.F.E= ISTING PAVEMENT AT TIE IN 849 0 902.4 2' ALLEY DINT. N N 10 BTL _ V 872 �O TC= 901.69 118.25' 10' DU &SE 9' DU &SE �; NCO 3 EDGEOF 7.2 ^� �2+ o ,� RHETTSBURY 3 +00 84 R TTSBURY STREET 1.93 901.6 N ° STREET A sao.4s 900.40 E D CONSTRUCTION 3 +05 eye =s 1. REMOVE EXISTING (3) 874 PAVEMENT END SIGNS o 10' DU &SE 118.20' ME 900.71 _ _ _E Ln o `ti 10' BTL I 12" BTL 5 EXISTING 01-4 837 N : � 616 12' ALLEY co co co �' - O M.F.F.E= I EX D405 39 ly 903.4 ME EX. TC= 901.20 0co co co EX. INV- 894.17 8' S F;'--F 902.4 � 901.14 (� ) Cr 23' 902.5 138.13 EX. 8' , u�� w w w w A 12' ALLEY E T 1 I R W 617 623 g M.F.F.E= ME 901.5 CD 903.0 901.55 w - / 900.4 X 638 639 20' BTL 1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. - ; Existing torm Sewer g I 2. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO II I- - - - - - - - - - - - _ 6 VERIFY ALL EXISTING UTILITIES AND CONDITIONS f New Storm Sewer I ¢ 624 PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE THE �- Existing Sanitary Sewer - - - - -, - - - - - - CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF New Sanitary ewer y 18 12' ALLEY ESMT. THE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS FOR EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR �- 000 Existing Contour � N EXISTING GLEE STREET _ M.F.F.E =" EXISTING 904.5 12' ALLEY ME SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF x E' E`� Existing Elevation 905.6 1 ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE 000.00 New Pavement Grade t.7 PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR 904.6 ME 901.78 X I T RESUMED. 000.00 All Other Finish Grades 3' 9 3. STANDARD SPECIFICATIONS FOR THE HAMILTON COUNTY ME Match Existing Grades PRIVATE t 900.4 R W SURVEYOR SHALL APPLY FOR ALL STORM SEWERS. t m x 4. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE o0o Storm Structure Number III 1901.3 625 m EXISTING 6 PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY o0o Sanitary Structure Number 1 B - - - - - - -� - COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED f/ 6 1 EX. D613 X PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF Flow Arrow - - - - - - - - - - -_ 903.3 E SERVICES. / °o 6" Subsurface Drain I 20 BTL 5. SERVICE WALKS SHALL BE NON- REINFORCED CONCRETE 4" 3 z 641 THICK AND 5' IN WIDTH. 4" SSD Lot Lateral ° 594 595 596 597 598 6. CONCRETE SIDES OF LOTS 615 AND 616 000.00 .• - Swale 1 '- _ 1 i 0 +70 (� 904.4 24 ALLEY ESMT. sot - 7. EXPANSION JOINTS ARE TO BE PLACED AT ALL WALK 902.31 Existing Trees 903.0 9 899' - 9 INTERSECTIONS AND BETWEEN WALKS AND PLATFORMS. -G G - Existing Gas Main 1 2 24' ALLEY ESMT. SIDEWALK SCORES ARE TO BE EQUALLY SPACED BETWEEN 0101 LLJ X 899' EXPANSION JOINTS, CONTRACTION JOINTS AND -T T - Existing Telephone m CD E PERPENDICULAR TO SIDEWALKS AT 5' INTERVALS OR LESS WITH -W W- Existing Water Main - X A CONTRACTION JOINT EVERY 10' OR LESS. _000- Existing Flowline w w � EX. INV- 892.69 (8" S) X 900.1 8. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO Q EX. INV- 892.57 (8" E) 1 19 °. CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. - - - - - - � - - - - Existing Overhead Utilities 1 12' ALLEY ESMT. 9. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE Q 1 Q w PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. MFFE Minimum Finished Floor Elevation EX D404 w - - - - _ - - - STANDARDS FOR WORKER SAFETY. 1' Above Hi htest Lot Grade g W 10. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES. 90 NV7893.97 (8" N) o o - 9.52' ALLEY _ _ _ 11. REMOVE AND BACKFILL ALL AREAS WHERE ANY FIELD TILE CROSSES PROPOSED HOUSE PADS. ALL FIELD TILES O 2' Chairback Curb with Gutter 8��_�LLEY ? ESMT. UTILITY X I INTERCEPTED TO BE PERPETUATED INTO STORM SEWER SYSTEM OR LAKE. THE SUBCONTRACTOR SHALL NOTIFY IN O 2 Chairback Curb Gutter 1 608 ESM j / w/o / WRITING THE OWNER AND THE ENGINEER IN ANY 1 CIRCUMSTANCES WHERE THIS CANNOT BE ACCOMPLISHED. 2' Chairback Curb m 12. ALL FILL AREAS (ENGINEERED FILL) SHALL BE COMPACTED TO O Transition Down to Zero in 6 ft AT LEAST 98 PERCENT OF THE STANDARD DRY DENSITY (ASTM / 607 891.-7 D- 1557). FILL UNDER THE FOOTING SHALL BE COMPACTED TO AT Existing Asphalt t0 be Removed X LEAST 98 PERCENT OF THE STANDARD DRY DENSITY (ASTM D- 1557). 8 5 FILL SHOULD EXHIBIT A MAXIMUM DRY DENSITY OF AT LEAST 105 6 PCF, AND HAVE A LIQUID LIMIT LESS THAN 50 AND PLASTICITY INDEX 1 1 OF LESS THAN 25. SANDY FILL MUST HAVE LESS THAN 15 % FINES ti PASSING A #200 SIEVE. 604 13 WATERMAIN MANHOLES AND VALVES SHALL NOT BE LOCATED UNDER ° A EX. 8" PVC 611 EM w J 6 PAVEMENT, SIDEWALK OR CURB. °+ o -680 ¢ ,- 14. 100 YEAR FLOODPLAINS, FLOODWAY FRINGES AND FLOODWAYS: NONE v7 901.55 899.5 Y (n U) ME 2 ° ALLE)' ESMT. N I °I o M.F.F.E =614 I I 605 o 904.2 EX ZZ 5 0 00 00 - EX. T�900.87 0� W W 19' EX. INV- 894.96 (8" N) ww w w °' F -F 902.4 138.32' 900.99 1 a� o ME e N °+ � .5 CD 9019 xlsrlNC W CUT, REMOVE &REPLACE ;;� II x M.F.F.E= ISTING PAVEMENT AT TIE IN 849 0 902.4 2' ALLEY DINT. N N 10 BTL _ V 872 �O TC= 901.69 118.25' 10' DU &SE 9' DU &SE �; NCO 3 EDGEOF 7.2 ^� �2+ o ,� RHETTSBURY 3 +00 84 R TTSBURY STREET 1.93 901.6 N ° STREET A sao.4s 900.40 E D CONSTRUCTION 3 +05 eye =s 1. REMOVE EXISTING (3) 874 PAVEMENT END SIGNS o 10' DU &SE 118.20' ME 900.71 _ _ _E Ln o `ti 10' BTL I 12" BTL 5 EXISTING 01-4 837 N : � 616 12' ALLEY co co co �' - O M.F.F.E= I EX D405 39 ly 903.4 ME EX. TC= 901.20 0co co co EX. INV- 894.17 8' S F;'--F 902.4 � 901.14 (� ) Cr 23' 902.5 138.13 EX. 8' , u�� w w w w A 12' ALLEY E T 1 I R W 617 623 g M.F.F.E= ME 901.5 CD 903.0 901.55 w - / 900.4 X 638 639 2 a N I / 8 / i NI w w J N •� I ■ 1 _ ■ I I 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 NOTE: NO KNOWN PUBLIC WATER SYSTEMS WITHIN 50' OF 899.9 PROPOSED SANITARY SEWERS. X NO F.E.M.A. OR D.N.R. MAPPED 100 YEAR FLOODWAY OR FLOODPLAIN PER HAMILTON COUNTY, IN, MAP NUMBER 18057CO2026F. - ` - NOTE: STORM SEWER CASTINGS TO BE LABELED "DUMP NO WASTE - DRAINS TO WATERWAY" 0 50' 100' NOTE. ADA RAMPS ARE TO BE PLACED AT ALL SCALE: 1" = 50' WALK CURB INTERSECTIONS. NOTES: 1 c1o1 1. FROM STA. 1 +47.35 TO 1 +85.10 OF KOSSUTH STREET TRANSITION FROM TYPICAL ALLEY 3 TO CROSS SLOPE 2 c8o1 csol 2 3 2 641 c1o1 c1o1 2. FROM STA. 7 +85.10 TO 8 +25.61 OF KOSSUTH STREET TRANSITION FROM CROSS SLOPE c8o1 4 TO INVERTED CROWN WITH CURB c8o1 Iflulanal8� p W o U_ 0 W W J � p O Q N O how °moo }o 0 J U w U Q J O Q�Q U U_ CD - � ¢°oa C) 2 � N d �_ 3 N Z J=J�Q OJ J U� oo Mp C0�3 0 0 0 0 0 °� Z�� >- 121 2 J Z U U Z J U J Q w� C>W W d X 1 n M I- p W W - N W v) p c,:: W Q: o- s c0 N cD c0 CD (nom N ON \\ O N M �^ 0 0 (nCjUi'U1 -UU U U W U 4 J U U w p p m p m p 0 af .=c'i M 4 L CO 1� PI� L III/ ''/�i, 11012161 W= STATE OF ''•�NDIANAt -' �? /11111111111111 DATE 03/27/2013 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. (2013) Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering r,�l O E- � � W CC) z a Z C) a z � z O I--I :N� Q ::E! ,, z .. DATE: PROJECT NO.: 03/27/13 1238.8002A DRAWN B D�r CHECKED PRK SHEET TITLE: r f� DEVELOPMENT PLAN DRAWING FILES: T: \1k \1238 \8002A \dwgs \C101.dwg SHEET NO.: 1 R - ; 903.1 138.07 w I II '/W _ 6 626 I ¢ 624 620 1 1 B 6 W 18 12' ALLEY ESMT. Cnn No � N _ M.F.F.E =" EXISTING 904.5 12' ALLEY ME 905.6 1 t.7 903.5 �a1. U 922.00 904.6 ME 901.78 X I T 640 3' 9 904.7 137.91 1 - 903.6 138.0,E PRIVATE t R W W m t m R REMOVE 1,736 SF 619 III 1901.3 625 m EXISTING 6 101 627 E EXISTING ASPHALT 1 B f/ 6 1 EX. D613 X 903.3 E / °o R 905.1 ME 904.1 902.04 Ir g 1 3 z 641 LLJ ° r- ° 9 10 +00 B 904 2 137 9 10 + '- _ 1 i 0 2 a N I / 8 / i NI w w J N •� I ■ 1 _ ■ I I 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 NOTE: NO KNOWN PUBLIC WATER SYSTEMS WITHIN 50' OF 899.9 PROPOSED SANITARY SEWERS. X NO F.E.M.A. OR D.N.R. MAPPED 100 YEAR FLOODWAY OR FLOODPLAIN PER HAMILTON COUNTY, IN, MAP NUMBER 18057CO2026F. - ` - NOTE: STORM SEWER CASTINGS TO BE LABELED "DUMP NO WASTE - DRAINS TO WATERWAY" 0 50' 100' NOTE. ADA RAMPS ARE TO BE PLACED AT ALL SCALE: 1" = 50' WALK CURB INTERSECTIONS. NOTES: 1 c1o1 1. FROM STA. 1 +47.35 TO 1 +85.10 OF KOSSUTH STREET TRANSITION FROM TYPICAL ALLEY 3 TO CROSS SLOPE 2 c8o1 csol 2 3 2 641 c1o1 c1o1 2. FROM STA. 7 +85.10 TO 8 +25.61 OF KOSSUTH STREET TRANSITION FROM CROSS SLOPE c8o1 4 TO INVERTED CROWN WITH CURB c8o1 Iflulanal8� p W o U_ 0 W W J � p O Q N O how °moo }o 0 J U w U Q J O Q�Q U U_ CD - � ¢°oa C) 2 � N d �_ 3 N Z J=J�Q OJ J U� oo Mp C0�3 0 0 0 0 0 °� Z�� >- 121 2 J Z U U Z J U J Q w� C>W W d X 1 n M I- p W W - N W v) p c,:: W Q: o- s c0 N cD c0 CD (nom N ON \\ O N M �^ 0 0 (nCjUi'U1 -UU U U W U 4 J U U w p p m p m p 0 af .=c'i M 4 L CO 1� PI� L III/ ''/�i, 11012161 W= STATE OF ''•�NDIANAt -' �? /11111111111111 DATE 03/27/2013 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. (2013) Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering r,�l O E- � � W CC) z a Z C) a z � z O I--I :N� Q ::E! ,, z .. DATE: PROJECT NO.: 03/27/13 1238.8002A DRAWN B D�r CHECKED PRK SHEET TITLE: r f� DEVELOPMENT PLAN DRAWING FILES: T: \1k \1238 \8002A \dwgs \C101.dwg SHEET NO.: 1 - ; ;SOX .7 I _ _ 6 626 620 1 B 6 12' ALLEY ESMT. M.F.F.E= 905.6 1 904.6 ME 901.78 1 3' 9 904.7 137.91 1 1 9 SAW CUT TIE IN POINTS. R W W m J R REMOVE 1,736 SF EXISTING 6 627 E EXISTING ASPHALT f/ 6 EX. D613 903.3 E EX. TC= 901.03 R R Ir g �s 9 9+ 5. 9 9 10 +00 B 10 + g 9 _ 1 B +70 904.4 24 ALLEY ESMT. sot - 01.42 E - �` 9 902.31 903.0 9 -s� p - 9 2 1 1 2 24' ALLEY ESMT. 0101 X 903. 1 NI o E . PVC 3 JI CD E ° E EX. INV- 892.61 (8" N) w w � EX. INV- 892.69 (8" S) Q EX. INV- 892.57 (8" E) 1 19 °. 902.8 N N Q 1 Q w EX D404 w EX. TC= 902.56 W W ° o 90 NV7893.97 (8" N) o o \ ° I / 8 / i NI w w J N •� I ■ 1 _ ■ I I 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 NOTE: NO KNOWN PUBLIC WATER SYSTEMS WITHIN 50' OF 899.9 PROPOSED SANITARY SEWERS. X NO F.E.M.A. OR D.N.R. MAPPED 100 YEAR FLOODWAY OR FLOODPLAIN PER HAMILTON COUNTY, IN, MAP NUMBER 18057CO2026F. - ` - NOTE: STORM SEWER CASTINGS TO BE LABELED "DUMP NO WASTE - DRAINS TO WATERWAY" 0 50' 100' NOTE. ADA RAMPS ARE TO BE PLACED AT ALL SCALE: 1" = 50' WALK CURB INTERSECTIONS. NOTES: 1 c1o1 1. FROM STA. 1 +47.35 TO 1 +85.10 OF KOSSUTH STREET TRANSITION FROM TYPICAL ALLEY 3 TO CROSS SLOPE 2 c8o1 csol 2 3 2 641 c1o1 c1o1 2. FROM STA. 7 +85.10 TO 8 +25.61 OF KOSSUTH STREET TRANSITION FROM CROSS SLOPE c8o1 4 TO INVERTED CROWN WITH CURB c8o1 Iflulanal8� p W o U_ 0 W W J � p O Q N O how °moo }o 0 J U w U Q J O Q�Q U U_ CD - � ¢°oa C) 2 � N d �_ 3 N Z J=J�Q OJ J U� oo Mp C0�3 0 0 0 0 0 °� Z�� >- 121 2 J Z U U Z J U J Q w� C>W W d X 1 n M I- p W W - N W v) p c,:: W Q: o- s c0 N cD c0 CD (nom N ON \\ O N M �^ 0 0 (nCjUi'U1 -UU U U W U 4 J U U w p p m p m p 0 af .=c'i M 4 L CO 1� PI� L III/ ''/�i, 11012161 W= STATE OF ''•�NDIANAt -' �? /11111111111111 DATE 03/27/2013 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. (2013) Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering r,�l O E- � � W CC) z a Z C) a z � z O I--I :N� Q ::E! ,, z .. DATE: PROJECT NO.: 03/27/13 1238.8002A DRAWN B D�r CHECKED PRK SHEET TITLE: r f� DEVELOPMENT PLAN DRAWING FILES: T: \1k \1238 \8002A \dwgs \C101.dwg SHEET NO.: DATE: PROJECT NO.: 03/27/13 1238.8002A DRAWN B D�r CHECKED PRK SHEET TITLE: r f� DEVELOPMENT PLAN DRAWING FILES: T: \1k \1238 \8002A \dwgs \C101.dwg SHEET NO.: