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HomeMy WebLinkAbout05030006.6NOTE: STORM SEWER CASTINGS TO BE LABELED DUMP NO WASTE - DRAINS TO WATERWAY" IBIS L�f\ 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 HOLEY MOLEY SAYS "DON'T DIG BLIND LID TC= 906.10 g A ° Est- 698 rn O o A p�A 22' OF 12" RCP O 663 908.3 °o I 906.7 N 697 = 906.90 �F � N M} I o o IN� } 1� rn } CD II N► I Village of o es tCla y I A CD } II I I I FU T E SE 10 N 0 2 I TC= 907.60 A C I I } IL II III1 II II I I I } I V I } I I II o l � I II M I IIN I } } cc 157' OF 15" RCP } I }� L} I I I _ �? 1 }� I I 696TC 908.27 1--------- - - - -�- -� -- IIZl . =---- _ - -__ Q � 907.66 r2mi-: 908.05 90706} ICI a 908.31 = - - - 7 � TC =908.13 log I It l I III - �- - -T- -- ^I - - -T -- o } I °I °I 908.1 10' DU &SE _ P D =90 .4 12 BL PAD= 07.7 N-} FOR CONTINUATION SEE SHEET C102 LO K - ` - TIT'S THE LAW" oIN FOR CONTINUATION SEE SHEET C101 � ° o o CALL 2 WORKING DAYS BEFORE YOU DIG m z ALLEYIPRIVATE) 6 SSD 9SF 9--PVc- - 12' ALLEY ESMT - - - - O 7 - 1- 800 - 382 -5544 907.95 906• �0 W TC= 906.18 ° 145 C R r_ C, cD ol v z 1 S o o I I _ C _ 6" SSD 12' ALLEY ESMT (PRIVATE)- 12' - ALLEY ESMT Tc- 903.77 TC= 903.49 _ 0 CALL TOLL FREE `z N Q U _ 147 _ _ - - - - - - - - -ALLEY - - - _ sst 41' F 15" RCP �+ g PER INDIANA STATE LAW IS -69 -1991. Q o rn d TC= 906.29 906.47 -� - - 674 SSU M ED NORTH T IS AGAINST THE LAW TO EXCAVATE � I 24 TG= 903.pp WITHOUT NOTIFYING THE UNDERGROUND OV CD C °rn o II a o = o rn 1I T LEY ESMT �-- - - - - - 12ALLEY ESMT 389 of 8PVC 12ALLEY ESMT ` � � RAW » > LOCATION SERVICE TWO (2) WORKING SCALE: 1 = 50 DAYS BEFORE COMMENCING WORK. A �- Tc =90 .ss 112 � 12' BL a5' of 8" Pvc� 909.5 10' DU &S _ 908. I 34' OF 15" RCP 17:� ° °+ 0 906.7 909.4 sst 650 908.1 _ 9p5.4 „ BOCK n L ¢ Q -' >h >h BLOCK M o - f M 1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. 2. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO I TC= 907.80 to SSD ° Os9s TC= 906.10 649 --� �jO N } ° VERIFY ALL EXISTING UTILITIES AND CONDITIONS - c) _ oo °o \ C= 908.00 0 OF 1 T = 904.87 ° �3 C) V) 5T OF 12" RCP B 'GRAFTON STREET A °o A C B > 78 0 - GRAFTON STREET 7 +00 + "' 8 +00 6,8 o 140' �'�TAL QWN PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE THE RDA CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF 0 + 3 +40.00 4+00 o o + 5 +70.00 12" RCP 6 +00 ©o 8 +40. CD I� _ THE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS FOR i 1 +00 + - - 908.14 p o 907.52 907.73 906 -68 0 w A 904.89 905.34 _ ssz 29' OF sal CM W >- ~ EACH UTILITY BEFORE WORK IS STARTED, THE CONTRACTOR N 701 906.57 907.27 sos.n 909.47 909.04 h o° = RC + ° II J SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF c°> cl B q 0 12" ° Q I ° ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE LID TC= 906.10 g A ° Est- 698 rn O o A p�A 22' OF 12" RCP O 663 908.3 °o I 906.7 N 697 = 906.90 �F � N M} I o o IN� } 1� rn } CD II N► I Village of o es tCla y I A CD } II I I I FU T E SE 10 N 0 2 I TC= 907.60 A C I I } IL II III1 II II I I I } I V I } I I II o l � I II M I IIN I } } cc 157' OF 15" RCP } I }� L} I I I _ �? 1 }� I I 696TC 908.27 1--------- - - - -�- -� -- IIZl . =---- _ - -__ Q � 907.66 r2mi-: 908.05 90706} ICI a 908.31 = - - - 7 � TC =908.13 log I It l I III - �- - -T- -- ^I - - -T -- o } I °I °I PLANS 12' B 10' DU &SE ¢ 12 BL AD -907. - - - - - PAD _06.1 -12' BL � ° o RESUMED. R IN THE FIELD BEFORE WORK IS STARTED OR TC =90 . L _ _ _ - -� o� 3. STANDARD SPECIFICATIONS FOR THE HAMILTON COUNTY o� - - - - -- 904.5 10 DU &SE 905.9 14e 905.8 6" SSD 10 DU &SE i a SURVEYOR SHALL APPLY FOR ALL STORM SEWERS. 0 00 4. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE _ PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY CD 2 +00 C 3 +00 TC- 904.09 661 4 +00 GWINNETT PC :4 +88.77 5 +pp �, °� N COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED °0 1 0 0o w _ 29' OF 12' RC � PRIOR TO ANY EXCAVATION FOR FIELD LOCATION of ssa 904.42 STREET 905.09 9p5,8 C CA _� 61, SERVICES. 906.08 o N w 905.19 229'` OF 15" RCP f 904 49 TC= 904.09 - �- o 0 5. SERVICE WALKS SHALL BE NON - REINFORCED CONCRETE 4" 00,911 rn o THICK AND 4' IN WIDTH. 904.4 905.4 A - 6. 4' CONCRETE SERVICE WALK ACROSS FRONTAGE OF EACH LOT OOK o 905.8 - - - - - - _ _ _ _ _ - _ - - _ - - _ a o TO BE CONSTRUCTED BY OTHERS. - - - - - - ° N 7. EXPANSION JOINTS AREA TO BE PLACED AT ALL WALK a) 00 = 906.10 INTERSECTIONS AND BETWEEN WALKS AND PLATFORMS. 06.0 } I ,� SIDEWALK SCORES ARE TO BE EQUALLY SPACED BETWEEN C) o }I o ° = I ° EXPANSION JOINTS, CONTRACTION JOINTS AND +0 L + g PERPENDICULAR TO SIDEWALKS AT 5' INTERVALS OR LESS WITH rn a I o II } A CONTRACTION JOINT EVERY 20' OR I -ESS. 8. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION To CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. ~ 9. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE w o PERFORMED IN COMPLIANCE WITH APPI (CABLE O.S.H.A. o o ° rn 1 jj Z w II I STANDARDS FOR WORKER SAFETY. o I N I IN I I I z II I 10. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES. I} II I II I I 3 N 11. REMOVE AND BACKFILL ALL AREAS WHERE ANY FIELD TILE �} f CROSSES PROPOSED HOUSE PADS. ALL FIELD TILES II 905.1 906'7 j INTERCEPTED TO BE PERPETUATED INTO STORM SEWER SYSTEM OR LAKE. THE SUBCONTRACTOR SHALL NOTIFY IN 973 TC= 902.30 WRITING THE OWNER AND THE ENGINEER IN ANY I _ I I I I 906.04 - 906.29 - 905.79 - 905.29 - - - 904.21 I I CIRCUMSTANCES WHERE THIS CANNOT BE ACCOMPLISHED. -60 12. ALL FILL AREAS (ENGINEERED FILL) SHALL BE COMPACTED TO ° I AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY ASTM ICDII \_-- __ -__ - -_ _% loll I o� o `' II ° I I I o ° 1+ 0 �IL 3 +00 3 +70.00 +'I 904.6- _ - 906.2 _- ^ I D 1557). FILL UNDER THE FOOTING SHALL BE COMPACTED TO AT ± I I N 0 I - - - 1- - - N ( I I III I I II LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY (ASTM D- 1557). } 1 I + - - -� - - - - 90433 97' OF o I FILL SHOULD EXHIBIT A MAXIMUM DRY DENSITY OF AT LEAST 105 _ _ _ 906.29 STREET 904.43- c2 II - - - - = - - \ 24" RCP I I I } I o oI o W }I 4 PCF, AND HAVE A LIQUID LIMIT LESS THAN 50 AND PLASTICITY INDEX °�° - - - - _ - - - -4.4 \ °+ ° U p PASSING A AN . SANDY FILL MUST HAVE LESS THAN 15 907.5 90 N ° 13. WATERMAIN VALVES SHALL NOT BE LOCATED UNDER PAVEMENT, o SIDEWALK OR CURB. I I 14. 100 YEAR FLOODPLAINS, FLOODWAY FRINGES AND FLOODWAYS: i I I I I L I 0 W 907.9 905.1 o W 905.1- - -- II I I►I ° I }�� I N I I } ►}�I I�I II I TI KIOVM� °o Q c!) I 905.4 I ''z 905.4 I C, N I o N o T901.50 } I } I N I 907.3 ))) o M rn 944 TC= 905.90 � o 0 0 o rn °' 6n o0 N o o o t I } I } }- ° _ _ _ _ _ _ Existing Storm Sewer II I I o ° jo/ / -�- New Storm Sewer 9 06.2 90 - ----- Existing Sanitary Sewer -- - - =_ -_- --I - - - -- - - -- =�= / New Sanitary Sewer TC- 904.7 _ _ O 13 +77.11 BUCKLAND ± 12 +00 _ _ 29' of 24° RCP s*'," +oo to +47.11 - to +oo - - - - -s +oo p1 / / �c - - - - - - - - - - - - BUCKLAND 16 +00 + 15 +00 14 +00 13 +00 _ _ _ PC 19 +34.61 19 +00 18 +00 - - -17 +07.11 17 +00 - -I - - - - - - - - - - - - - - a6> ,O f g 34 905.09 904.80 905.34 12 +44.61 905.35 0 904.02 903.55 02.55 90211 / ti� Existing Contour - -- +- - --� - �� 905. 15+14.61 - - _- _______ =- - _ ____ - -_ =_ Ion 907.82 907.42 906.26 N m 905 -2z STREET o C e - - - --� o _ _ + + - - - - - - - - - - - - - - - - + ; TC =903.7 - - 7 STREET 04 57 Existing +I� /�-9 - - -- - _- - - - - -- \� / - -- - -- -- - -- 64, - - -- -- = 30 0 000.00 New Pavement Grade _ _ - I 8c- - - - - -�, \� - - - j 903.8 All Other 904.2 000.00 Finish Grades ° , _� I I o ° Match Existing Grades TC- 909. 1E- 895.20 Storm Structure Numb er 000 IE= 898.20 o Sanitary Structure Number sss °° IE= 895.20 Flow Arrow II } I t I I I �� l } ° M I►I ! I } ► I 1 } 1I } I I $ t-- --00-0-00 - --- - - - - - - - -- 6 Subsurface Drain Village 1 o f We st C l a y ° 4" SSD Lot Lateral 0.1 905.5 + 6002 I o F V TURE SECTIO 905. Cn I� Swale (fo CD w Water Main r C6 4 w POND 8 • Existing Trees M I� _ _ b' 904.17 903.65 � o CA�� rn / / {J j ° o �1 903.06 903.69 -�� I 5.2 c 00004, / II I ----- --_� -- -- - - - -_{ - -- _ - - - -- -- -- Nl o NORMAL POOL =89 `� Existing Gas Main 904.2, I 02.97 II ° - 1. 0 0 ¢ ._4 II - - 943.71 - - 9o3.;e II w II ,- } I TOP OF BANK -90 2 _ _ _ Existing Telephone Z Q / / 909.0 - - - - - - - - ?, m = I m Existing Water Main - - 905. 905.22 904.72 o °n o -- -- ,� - - - - - -- - o 100 YEAR =899.2 �� Q o N/ �� I ",a6 rc- so5.a3 0++ I I I} I I I Existing Flowline Q ; I ° 6 Existing Overhead Utilities I I( } n I I I ° (I r1 o o it + o 12' All ey (Private Alley a / v 904.1 902.3 " M 9112.3 904.1 °° 906.4 6 S TEMP Easement) SSD RISER on906.2 � 1 MFFE Minimum Finished Floor Elevation 1 Above Hightest Lot Grade LO CD U c� / / °�� / 905.3 / /� / 905.7 - - - - - - - - - 903.5 - - - 901. I T 1.7 - - - - 903.5 I I - - 903.8 - 902.2 I} / ` i II O 2' Chairback Curb with Gutter -� /- - - - - - - - //N / tos TC= 905.80 } I II OLE -UT T I 935 / / / 905.8 QN // / / �a I I I I } } I I I I I I H szs IE= 895.20 BO 2' Chairback Curb w/o Gutter LLJ CO W / / I. I + o I I I I N -�-�o `L sz3 � C I l II I °+ I U F O #E .89Ti2D o I 90234 902.6 O 2 Valley Gutter 902.9 901.1 901.0 902.8 _ - 901.9 I I 5� w 904.0 __ - - - - 904 -7 �`1 la /s - - - - - - - - - - - - s3o szs - - - - - - sz7 6zs GUY W 631 I F7 - ''. 633 L.�� `... 904.65 904.69 ��� a- 176' OF 24" RCP 902.00 902.46 934 - 18' -17? OF2� R01? - - - --1C° 176' OF 24" RCP - - Z =03.55 118 OF 24 RCP- -- '----- - - - -_� °� °o }! - �C=9p. 125 OF 24 RCP o� ��- - -- -- T� �I ! o� 120 OF - - / ' I° 01 N fJ,dARK - - - r Tc= 904.70 - - -- - - °; `�� (�� jl�� �� j I �- _ - , I4 ,} 2a" RcP - _ X. SANITARY SEWER i ASEMENT GS O TEL f- - �.- SAFIARIS 5 AN ' ' itluRit SAN_MARK / vi z 0 w Of \\`\ON "\STER�,O �F N o. 10000075 � � STATE OF Gv a IA0- OR E� T?,,., L., DATE: 3/1/05 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 908.1 10' DU &SE _ P D =90 .4 12 BL PAD= 07.7 N-} r� LO K oIN O- o ^o � D � ° o o m m z ALLEYIPRIVATE) 6 SSD 9SF 9--PVc- - 12' ALLEY ESMT - - - - O 7 - 907.95 906• �0 W TC= 906.18 ° 145 C R r_ C, cD ol PLANS 12' B 10' DU &SE ¢ 12 BL AD -907. - - - - - PAD _06.1 -12' BL � ° o RESUMED. R IN THE FIELD BEFORE WORK IS STARTED OR TC =90 . L _ _ _ - -� o� 3. STANDARD SPECIFICATIONS FOR THE HAMILTON COUNTY o� - - - - -- 904.5 10 DU &SE 905.9 14e 905.8 6" SSD 10 DU &SE i a SURVEYOR SHALL APPLY FOR ALL STORM SEWERS. 0 00 4. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE _ PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY CD 2 +00 C 3 +00 TC- 904.09 661 4 +00 GWINNETT PC :4 +88.77 5 +pp �, °� N COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED °0 1 0 0o w _ 29' OF 12' RC � PRIOR TO ANY EXCAVATION FOR FIELD LOCATION of ssa 904.42 STREET 905.09 9p5,8 C CA _� 61, SERVICES. 906.08 o N w 905.19 229'` OF 15" RCP f 904 49 TC= 904.09 - �- o 0 5. SERVICE WALKS SHALL BE NON - REINFORCED CONCRETE 4" 00,911 rn o THICK AND 4' IN WIDTH. 904.4 905.4 A - 6. 4' CONCRETE SERVICE WALK ACROSS FRONTAGE OF EACH LOT OOK o 905.8 - - - - - - _ _ _ _ _ - _ - - _ - - _ a o TO BE CONSTRUCTED BY OTHERS. - - - - - - ° N 7. EXPANSION JOINTS AREA TO BE PLACED AT ALL WALK a) 00 = 906.10 INTERSECTIONS AND BETWEEN WALKS AND PLATFORMS. 06.0 } I ,� SIDEWALK SCORES ARE TO BE EQUALLY SPACED BETWEEN C) o }I o ° = I ° EXPANSION JOINTS, CONTRACTION JOINTS AND +0 L + g PERPENDICULAR TO SIDEWALKS AT 5' INTERVALS OR LESS WITH rn a I o II } A CONTRACTION JOINT EVERY 20' OR I -ESS. 8. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION To CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. ~ 9. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE w o PERFORMED IN COMPLIANCE WITH APPI (CABLE O.S.H.A. o o ° rn 1 jj Z w II I STANDARDS FOR WORKER SAFETY. o I N I IN I I I z II I 10. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES. I} II I II I I 3 N 11. REMOVE AND BACKFILL ALL AREAS WHERE ANY FIELD TILE �} f CROSSES PROPOSED HOUSE PADS. ALL FIELD TILES II 905.1 906'7 j INTERCEPTED TO BE PERPETUATED INTO STORM SEWER SYSTEM OR LAKE. THE SUBCONTRACTOR SHALL NOTIFY IN 973 TC= 902.30 WRITING THE OWNER AND THE ENGINEER IN ANY I _ I I I I 906.04 - 906.29 - 905.79 - 905.29 - - - 904.21 I I CIRCUMSTANCES WHERE THIS CANNOT BE ACCOMPLISHED. -60 12. ALL FILL AREAS (ENGINEERED FILL) SHALL BE COMPACTED TO ° I AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY ASTM ICDII \_-- __ -__ - -_ _% loll I o� o `' II ° I I I o ° 1+ 0 �IL 3 +00 3 +70.00 +'I 904.6- _ - 906.2 _- ^ I D 1557). FILL UNDER THE FOOTING SHALL BE COMPACTED TO AT ± I I N 0 I - - - 1- - - N ( I I III I I II LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY (ASTM D- 1557). } 1 I + - - -� - - - - 90433 97' OF o I FILL SHOULD EXHIBIT A MAXIMUM DRY DENSITY OF AT LEAST 105 _ _ _ 906.29 STREET 904.43- c2 II - - - - = - - \ 24" RCP I I I } I o oI o W }I 4 PCF, AND HAVE A LIQUID LIMIT LESS THAN 50 AND PLASTICITY INDEX °�° - - - - _ - - - -4.4 \ °+ ° U p PASSING A AN . SANDY FILL MUST HAVE LESS THAN 15 907.5 90 N ° 13. WATERMAIN VALVES SHALL NOT BE LOCATED UNDER PAVEMENT, o SIDEWALK OR CURB. I I 14. 100 YEAR FLOODPLAINS, FLOODWAY FRINGES AND FLOODWAYS: i I I I I L I 0 W 907.9 905.1 o W 905.1- - -- II I I►I ° I }�� I N I I } ►}�I I�I II I TI KIOVM� °o Q c!) I 905.4 I ''z 905.4 I C, N I o N o T901.50 } I } I N I 907.3 ))) o M rn 944 TC= 905.90 � o 0 0 o rn °' 6n o0 N o o o t I } I } }- ° _ _ _ _ _ _ Existing Storm Sewer II I I o ° jo/ / -�- New Storm Sewer 9 06.2 90 - ----- Existing Sanitary Sewer -- - - =_ -_- --I - - - -- - - -- =�= / New Sanitary Sewer TC- 904.7 _ _ O 13 +77.11 BUCKLAND ± 12 +00 _ _ 29' of 24° RCP s*'," +oo to +47.11 - to +oo - - - - -s +oo p1 / / �c - - - - - - - - - - - - BUCKLAND 16 +00 + 15 +00 14 +00 13 +00 _ _ _ PC 19 +34.61 19 +00 18 +00 - - -17 +07.11 17 +00 - -I - - - - - - - - - - - - - - a6> ,O f g 34 905.09 904.80 905.34 12 +44.61 905.35 0 904.02 903.55 02.55 90211 / ti� Existing Contour - -- +- - --� - �� 905. 15+14.61 - - _- _______ =- - _ ____ - -_ =_ Ion 907.82 907.42 906.26 N m 905 -2z STREET o C e - - - --� o _ _ + + - - - - - - - - - - - - - - - - + ; TC =903.7 - - 7 STREET 04 57 Existing +I� /�-9 - - -- - _- - - - - -- \� / - -- - -- -- - -- 64, - - -- -- = 30 0 000.00 New Pavement Grade _ _ - I 8c- - - - - -�, \� - - - j 903.8 All Other 904.2 000.00 Finish Grades ° , _� I I o ° Match Existing Grades TC- 909. 1E- 895.20 Storm Structure Numb er 000 IE= 898.20 o Sanitary Structure Number sss °° IE= 895.20 Flow Arrow II } I t I I I �� l } ° M I►I ! I } ► I 1 } 1I } I I $ t-- --00-0-00 - --- - - - - - - - -- 6 Subsurface Drain Village 1 o f We st C l a y ° 4" SSD Lot Lateral 0.1 905.5 + 6002 I o F V TURE SECTIO 905. Cn I� Swale (fo CD w Water Main r C6 4 w POND 8 • Existing Trees M I� _ _ b' 904.17 903.65 � o CA�� rn / / {J j ° o �1 903.06 903.69 -�� I 5.2 c 00004, / II I ----- --_� -- -- - - - -_{ - -- _ - - - -- -- -- Nl o NORMAL POOL =89 `� Existing Gas Main 904.2, I 02.97 II ° - 1. 0 0 ¢ ._4 II - - 943.71 - - 9o3.;e II w II ,- } I TOP OF BANK -90 2 _ _ _ Existing Telephone Z Q / / 909.0 - - - - - - - - ?, m = I m Existing Water Main - - 905. 905.22 904.72 o °n o -- -- ,� - - - - - -- - o 100 YEAR =899.2 �� Q o N/ �� I ",a6 rc- so5.a3 0++ I I I} I I I Existing Flowline Q ; I ° 6 Existing Overhead Utilities I I( } n I I I ° (I r1 o o it + o 12' All ey (Private Alley a / v 904.1 902.3 " M 9112.3 904.1 °° 906.4 6 S TEMP Easement) SSD RISER on906.2 � 1 MFFE Minimum Finished Floor Elevation 1 Above Hightest Lot Grade LO CD U c� / / °�� / 905.3 / /� / 905.7 - - - - - - - - - 903.5 - - - 901. I T 1.7 - - - - 903.5 I I - - 903.8 - 902.2 I} / ` i II O 2' Chairback Curb with Gutter -� /- - - - - - - - //N / tos TC= 905.80 } I II OLE -UT T I 935 / / / 905.8 QN // / / �a I I I I } } I I I I I I H szs IE= 895.20 BO 2' Chairback Curb w/o Gutter LLJ CO W / / I. I + o I I I I N -�-�o `L sz3 � C I l II I °+ I U F O #E .89Ti2D o I 90234 902.6 O 2 Valley Gutter 902.9 901.1 901.0 902.8 _ - 901.9 I I 5� w 904.0 __ - - - - 904 -7 �`1 la /s - - - - - - - - - - - - s3o szs - - - - - - sz7 6zs GUY W 631 I F7 - ''. 633 L.�� `... 904.65 904.69 ��� a- 176' OF 24" RCP 902.00 902.46 934 - 18' -17? OF2� R01? - - - --1C° 176' OF 24" RCP - - Z =03.55 118 OF 24 RCP- -- '----- - - - -_� °� °o }! - �C=9p. 125 OF 24 RCP o� ��- - -- -- T� �I ! o� 120 OF - - / ' I° 01 N fJ,dARK - - - r Tc= 904.70 - - -- - - °; `�� (�� jl�� �� j I �- _ - , I4 ,} 2a" RcP - _ X. SANITARY SEWER i ASEMENT GS O TEL f- - �.- SAFIARIS 5 AN ' ' itluRit SAN_MARK / vi z 0 w Of \\`\ON "\STER�,O �F N o. 10000075 � � STATE OF Gv a IA0- OR E� T?,,., L., DATE: 3/1/05 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 Q r� O- � z z O �0 W r_