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HomeMy WebLinkAboutAs Built1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 FOR CONTINUATION SEE SHEET C102 1 ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. ,y 2. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO M i TANK \ TC= 91:J5 VERIFY ALL EXISTING UTILITIES AND CONDITIONS M r C:) --- PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE THE � I , 400 o - + 00 - H Y SAYS CONTRACTOR'S R x / \ HOLEY MOLE o , '/ N „ « CONTRAC RESPONSIBILITY TO CONTACT THE OWNERS OF DON'T THE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS FOR / a M - EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR ( Q / C f DIG THE OWNER OR THE ENGINEER OF SHALL NOTIFY N WRITING �`' I ANY CHANCES, I OMISSIONS, OR ERRORS FOUND ON THESE � BLIND i D I PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. o TY � 3 STANDARD SPECIFICATIONS FOR THE HAMILTON COUNTY / � z �� Q SURVEYOR SHALL APPLY FOR ALL STORM SEWERS. co Kµ r_.; _---_--- --- ----- NAL I to 0 4 STANDARD SPECIFICATIONS FOR CLAY TOWNSHIP REGIO - U _r I WASTE DISTRICT APPLY FOR ALL SANITARY SEWERS. L 1 l I B 5. ANY PART OF THE SANITARY ORSTORM SEWERTRENCHES1-800-382-5544 g, RUNNING UNDER PAVED AREAS O BE BACKFILLED WITH 0 a z O I I TOLL REE CALL T F 1-800-428 5200 GRANULAR MATERIAL. o I I '� FOR CALLS OUTSIDE OF INDIANA 0 6. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE I I C) U__ T�ISKAGNNST THE LAW TO EXCAVp9TEPER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY oWITHOUT NOTIFYING THE UNDERGROUND COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED LTJ �LOCATION SERVICE TWO (2) WORKING �� DAYS BEFORE COMMENCING WORK. PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF LI _ SERVICES. I! EARTH MOUND r \ \ \� \\\ D - _- -- -__ _ 7. SERVICE WALKS SHALL BE NON -REINFORCED CONCRETE 4" 8 I \ I TO BE REMOVED ' \� -� _ T . 4' co �\ � � ,� IN WIDTH K ;' _ D I \� _ - _ ` 8. 4' CONCRETE SERVICE WALK ACROSS FRONTAGE OF EACH LOT K I 0+00 - IL,I -+ , 'ajE�IID TO BE CONSTRUCTED BY OTHERS. ' r o _- - _ 0+58.0 - _ = / 9. EXPANSION JOINTS ARE TO BE PLACED AT ALL WALK I I , o / \\ 892.98 -�+- INTERSECTIONS AND BETWEEN WALKS AND PLATFORMS. BEA U -- = _ -�- Existing Storm Sewer SIDEWALK SCORES ARE TO BE EQUALLY SPACED BETWEEN Fq _ ; V NTS, CONTRACTION - - ' • ' 6 _ -_ _ � __ EXPANSION o N 414 _� J_ - Sl _E_E ,� PERPENDICULAR TO SIDEWALKS ATJ55'NNTERVTS DALS OR LESS WITH A C=893.8 T` -'�- New Storm Sewer --- _ - �� . a. - _ ....• . ,.;+�, ,. I .896.8 ME ,1r , +..; 896.7 MF � " 7.0 ME 894.5 ME r 00 0 CONTRACTION JOINT EVERY -- - _ 9 / I - - ` 10. TEMPORARY TRAFFICCONTROL DURING CONSTRUCTION TO i' - �` -65.59 114 59 119.16 8ss.o 20 DU&SE 121.41 31.59 69.39 \ / I - _ - Existing Sanitary Sewer CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. I 1 I - 893.5 20 DU&SE 894.8 7�r, 00 �� 000 -000 0 - �\ .• _.. 000 00�_ o0o Goo 000 000 °°° _ \ \ _ ` I/ - - - - - - - - - - - - - - - - - - - - - - - 2 -S6 0S�Ue " New Sanitar Sewer1. ALL CONSTR CTON ACTIVITY ON THIS SITE TO BE 1 1 U I0 8 C y PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A.J/ - DU&SE \ / 52 R W P� _STANDARDS FOR WORKER SAFETY.JT I 00� 12. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES. - 5i \ 3 Existing Contour- " ECFV 13. REMOVE AND BACKFILL ALL AREAS WHERE ANY FIELD TILE Existing Elevation °°c= w descri tionCROSSES PROPOSED HOUSE PADS. ALL FIELD TILES 00 889.50 p INTERCEPTED TO BE PERPETUATED INTO STORM SEWERLP F __ 116.61 893.T o , 332 1 �, 331 �, 891.1 67 + , I 000.00 New Pavement Grade SYSTEM OR LAKE. THE SUBCONTRACTOR SHALL NOTIFY IN u, a� 1 / `�' \ 225' �! a of 18• RCP _112.83 N i / WRITING THE OWNER AND THE ENGINEER IN ANY 10 _8 3.30 d o0 DU&SE Tu' �' CIRCUMSTANCES WHERE THIS CANNOT BE ACCOMPLISHED. o 000.00 All Other Finish Grades 892.6 + N / 14. ALL FILL AREAS SHALL BE COMPACTED TO AT LEAST 95 z v, >' :330 I / Q Storm Structure Number PERCENT OF THE MAXIMUM DRY DENSITY ASTM D-1557. FILL 0� � 8 �' it I / UNDER THE FOOTING SHALL BE COMPACTED TO AT LEAST 95 H t .1 'l / Sanitary Structure Number PERCENT OF THE MAXIMUM DRY DENSITY ASTM D-1557. H " l 896 20 96 � �I � ,% 334 � r�_ •� � ,.. � � � � � / ( � �' `'`� -A 894. 43 69, 20 DU&SE g 3 8 `� / 15. ANY UTILITY POLES WHICH LIE WITHIN THE EXTENDED PAVEMENT v' 0 u } ' 3 • Pvc 895.1 95 2 ^ I a - Flow Arrow OR SHOULDERS MUST BE RELOCATED PRIOR TO THE I ,;� I zo a95• 4; a 8 - 327 Q a w 1l2 94.7 i I = ^a CONSTRUCTION OF THE BROAD STREET ENTRANCE. 8 e9 _ n ofi 8. 43 ��` 329 �s Denotes Elevation and �� , lr� 9� g�.� is+oo Pic 000.0 Approximate Pad Size l -Ole - g R UHTON 894.80 jc,8g4.s0 8 894.9 -- - _-894.8 I l Revisions o 1 a gg3.6 9 _- - - -" - - 6 Subsurface Drain 2. 03/29 99, BET; REVISED PER TAC COMMENTS. „Pcp Q� �, �T ? S -_ _ N _ ,�- _i _ / / 1. 02/2399, MG; REVISED PER TAC COMMENTS. I`, / f �b 89 0 _ _ 3.9 84.041 3. 04/19/99, MG; FINAL Q.C. REVISIONS. 8, 893.8 15 DU& ) a _ 9 E �•� 4. 05/11/99, BET; REVISED STIR. A636 PER COUNTY SURVEYOR. 4 •RCP � g3 -OF -48• 55 8g�8 ss�tt6� 9' f� --... - 5. 07/19/99, BET, REVISED R/W WIDTH OF BROUGHTON & CECIL ST. & HORSEFERRY RD. ., I RCPJ G \ ; �5�, TCS co RSL ��� 91 �'--i-'-'-'-L- - +o ��� .oma �A T(� �� �� Swale �I[� &THE NORTH BOUNDARY LINE. G C l 1 8g II s 6. 09/01/99, DCC, REVISED STORM SYSTEM THROUGH STR. A637, A638, A634, A665 B I ??864� 6 I I -/ \k''$s5 2 °° /rte 892.92 ��g rc_ \ 2' Roll Curb 92 1 � 2p �T ml92 67 41 \ l - © 2' Chairback Curb .• � ' � ' r` r��C`- �5 � / X9.5• N I I Ipp 'OB , . ' - `� , 0 \ ��% �°' / ��_ _- © 2' Chairback Curb x x� s6 oN LOCK �C" �, ory �.---a W/o Gutter COMMONS ' I U 2 Valle Gutter 000.. hx \� F uU&SE OF 8PVC .� Sol, �� Pond 42 250 0, �% -� Overflow Route F - _ I I ' I I x ��� __ TC -892.80 °ho 5, �� F `'`j�� T�'� ,per s ��� \ - �_ _ _ _ _ _ - ���° 2 =25' D8.83' R $� 1Q, �Q F I' i II; 8yp B'7 Q 43 101 e B�.Pi/C �ft��P. g Q w1���1111tIIIIIIIl1U///Zi 0 173' h �GISTERe;. % 158 RCP � I- e : � Q- O •••. W i �� OMM N 63 w = No. O J 1 ✓� /i, \ LOCK [�� / ('88388 = 0085 - � • � v 980 i f AREA �. B • Q , I \ - � 52' �- x = •'• STATE OF E , lI1, , :',I ! /'/ �� v I I I _ _ - - -� COMMONS o R W C 39'R Cr) mor,' .:��,� E k ©© O w CDW �, / a �/ oti• JACNK ON C, / ss C \ NORMAL POOL -884.0 p I` II✓I ,I C� , X - / //// %� `� / \ \ o� B °� �� ss\ �`°� o� 100 YEAR ELEV.=887.03 F- --- I c /\ \ o + o ¢ CERTIFIED BY �Q MON AREA //�� // / \ s d' �O 1� 35 �X = - - .!� 8 M /' / \ \ �� °�%�. 12 CP o�, TOP OF BANK 889 00 � ` l� q -` SEE CROSS SECTION DETAIL 94-2 ON C805 z THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED 47. .'�x° �•� O?° O �' , ' HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER i, I i I I ', I , 00 CORPORATION AND ARE NOT TO BE USED OR REPRODUCED IN WHOLE OR IN D �. Z I PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. - _ \ \ I / \ '�� C= 891.50 ` I : , ; . � O y 1998 The Schneider Corporation 61T B 41 G i rz ASSUMED NORTH _ \ , 8, VC! /ice / ��/i v v / /// vv v ����\ �'� o SCALE: 1"=50' � Th \� �� < // \\ VA �o�/ •.°�`ti� ��� Schneider \\\'t Xmi\ CoToration l / / \' \ _ , I I,. I , O 12726 Hamilton Crossing Blvd. Engineering HARRISON PARK `� Z H MOUND Carmel, Indiana Surveying , EARTH 46032 Landscape Architecture i TO E REMOVED 317-574-3797 GIS @ LIS 317-574-3799 Fax Geology Ijl ! i`✓,✓'tel I \, a /j/ �. TDM #44 ,I Formed Schneider Engineering Corp.ohlen, Meyer, Gibson & Assoc. '� z Ali '\ //// USGS„ BENCHMARKCD g g P / ,\, \ // / \ / � \ \ CUT X NORTH BONNET BOLT IN FIRE HYDRANT 1 ! /// / \ EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE BRENwICK DEVELOPMENT CO. B ; ti' // I'I I \ / /// // / �� / FARM ENTRANCE. B ;I I;! 1T I l \ / \ o l ; , '; // \ / \ _ Village of WestClay ELEVATION 893.39 ' // Section 10009 / -- a �� I ��; !'// I ` �, I �; ' A // �% / - -- DEVELOPMENT PLANCn _ / i\ \ CD ---- 3, ��--�• ProjectDrawn Approv. // II / A, Date 08/2 98 1238.1009 BET MG I + I // - CD - - A / �// �� / / / !� _ - _ _ - _ Computer Files Sheet No. A / I v I �/ / I� ��; / - --_ - - - y � � _- �- -� � � J: 1238 1009 DINGS C101.DWG Ci) XREF: 1201BS.DWG, 10098S.DWG XREF: MID-BS-E.DWG, 10066S.DWG XREF: CA10.DWG, CA1l.DWG , XREF: CA13.DWG, CA14.DWG • 7' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 'y h f 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1 I HOLEY SAYS O Y MOLEY I ' " DON'T1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. M TY OF EACH CONTRACTOR TO M VERIFY 2 IT SHALL BE THE RESPONSIBILI I 0S LL NG ES AND ,. Diem PERTAINANG TOHIS PHASEOFWORKCONDISHALL ALSO BE THE I., OWNERS OF - I . THE VARIOUS UTILITIES FOR I PROPER CONTACT LOCATIONS FOR y o BLIND EACH UTILITY BEFORE WORK IS STARTED THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF : - - I r ANY CHANCES, I, GES, OMISSIONS, OR ERRORS FOUND ON THESE J PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. 3. STANDARD SPECIFICATIONS FOR THE HAMILTON COUNTY it- - � 068 � SURVEYOR SHALL APPLY FOR ALL STORM SEWERS , L <, 1-800-382-5544 4. STANDARD SPECIFICATIONS FOR CLAY TOWNSHIP REGIONAL O CALL TOLL FREE WASTE DISTRICT APPLY FOR ALL SANITARY SEWERS. L 01-$00-42$- 2 5. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES 1 895 cA RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH + ' FOR CALLS OUTSIDE OF INDIANA I GRANULAR MATERIAL. • R PE INDIANA ' I A STATE LAW IS 69 1991 .. 6. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE I 1 I { IT IS AGAINST THE LAW TO EXCAVATE PER INFORMATION PROVIDED BY THE RESPWITHOUT NOTIFYING THE UNDERGROUND ASSUMED NORTH E ES ECTIVE UTILITY COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED ON SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. SCALE: 1"=50' PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF I SERVICES. I 7. SERVICE WALKS SHALL BE NON -REINFORCED CONCRETE 4" I NOTE I THICK AND 4' IN WIDTH. EDGE OF E S NG AVEMENT TO BE K 8. 4' CONCRETE SERVICE WALK ACROSS FRONTAGE OF EACH LOT , , K SAW CUT'P R 1ND0 SPE CONSTRUCTED BY OTHERS. ` SPECIFICATIONS TO BE CONST ERS. ALONG ALL R 10 S THAT WILL BE ` } ss8 9 EXPANSION JOINTS ARE TO BE PLACED AT ALL WALK INTERSECTIONS AND BETWEEN WALKS AND PLATFORMS. WIDENED.' SIDEWALK SCORES ARE TO BE EQUALLY SPACED BETWEEN +. JOINTS EXPANSION NTS, CONTRACTION AND PERPENDICULAR TO SIDEWALKS AT 5 INTERVALS OR LESS WITH A i v I 0CONTRACTION JOINT EVERY 20 OR LESS. 0 10. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. E_ 11. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE TC 892.00 7 PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. _.. J ,_ - - -- - --- - -- - O6 - STANDARDS FOR WORKER SAFETY. 66' OF 12' RC1' 8 588 5 `a. TAPER S I, ;, - " ;. _ . s .-,__ ., _ _., _:. _•,: _.,, ,_. _ - _ 12. CONTRACTOR SHALL MINIMIZEDA STUB ^_ � MAGE TO EXISTING TREES. 8 PVA - - T - - - - -� -- - -- 13. REMOVE AND BACKFILL ALL AREAS WHERE ANY FIELD TILE AIH 9 PL'�1 H _ 3557' - - �- - -- - - - --- -�T� 7- - --- ° --- ---- ---------------- -- 90D _ - -� CROSSES PROPOSED HOUSE PADS ALL FIELD TILES -- -- - - - _ -- 9D0- - - - _- - - - . �_�' ` -- - _ -- - 890 INTERCEPTED TO BE PERPETUATED INTO STORM SEWER ---------- ----- 415---- _ ��\ /% SYSTEM OR LAKE. THE SUBCONTRACTOR SHALL NOTIFY IN --- - - g - - - WRITING THE OWNER AND THE ENGINEER IN ANY 95 , 885 CIRCUMSTANCES WHERE THIS CANNOT BE ACCOMPLISHED. o , ` \ I 14. ALL FILL AREAS SHALL BE COMPACTED TO AT LEAST 95 0 o��LOco , • ' \ � ± � ��a � � oo ; I PERCENT OF THE MAXIMUM DRY DENSITY (ASTM D-1557). FILL O UNDER THE FOOTING SHALL BE COMPACTED TO AT LEAST 95 H s PERCENT OF THE MAXIMUM DRY DENSITY (ASTM D EARTH -1557). H MOUNDMILL POND s8 \ 8 15. ANY UTILITY POLES WHICH LIE WITHIN THE EXTENDED PAVEMENT I I TO BE REMOVEDBLOCK "En I OR SHOULDERS MUST BE RELOCATED PRIOR TO THE L� t LiJ Q COMMONS I CONSTRUCTION OF THE BROAD STREET ENTRANCE. I °s I \ I o NO AL POOL=885.00 EARTH MOUND 100o`o%'EAR ELEV. = 887.11 \ DU&SE _ TO BE REMOVED Revisions s' o BO OM ELEV. = 879.00 \ - 1. 02/23/99, MG; REVISED PER TAC COMMENTS. ° I T OF BANK ELEV. - .10 \ 2. 03/29/99, BET; REVISED PER TAC COMMENTS. ��' I Q ���°� ' E CROSS SECTIO ETAIL 94-4 ON C805 \ 3. 04/19/99, BET; FINAL Q.C. REVISIONS 4. I, \ \ 5. 07%19/99, BET, REDVISED R/W WIDTHDED POND OFBROUGHROUTE TON &CECIL STER COUNTY . &YHORSEFERRY RD. 0 N °p G \ 4,B �GQ o00 \ 6. 09/01/99, DCC, REVISED STORM SYSIEM THROUGH STR. A637, A638, A634, A665CY)/ G pF ti , y { - o ��00 \ `� \ K ° �• r TC= 9t pF 'I \ 105 N rn /'\\ I ` j g �:- + o \ N I , , °00 CD 2 - - - - - TC=89 .50 1 II I II O L i�% - CD _ I I q --♦-- Storm Sewer �-� o Existing o ' _- Q No _ o /, -+-- New Storm Sewer 9800085 - E STATE OF / Existing Sanitary Sewer - !VNP006 DIA - � % / 'T/u/muullllnutauv°` ., •a , _ _ _ - // New Sanitary Sewer . \ �\ O�� _ _ ,�� �' � rS6�' - 00o Existing Contour - - _ _ - - _ �=� x ELEv - _ - \ �� _ o+oo _ _ _ Esc Existing Elevation ° = _ / 'moi /` :� CERTIFIED BY -- - / \ 0+58.0 3 - = �� '/ 892.98 _ w/ description /�FB ��� °o / / \ _ I "� ' B _ _� r _ i I//��j j / 000.00 New Pavement Grade THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED o _ __ _�TREE `` \ \ \ \\ 704 HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER D - / o cv 414 -- '- W- E \ 'Y �; / /._ o i TION ARE T TO BE USED OR o, C= -- -�� �� �/ _\ i� J / `� '/ j / J \V�� 000.00 All Other Finish Grades CORP�ORAOUTDTHE WRIOTTEN CONSENT OFTHEPSCHNEIDER CORPORATIONRODUCED IN WHOLE OR . D L / , i °0 893.80 �� / / 4.5 ME , - - _� - _, / 119.]6. ass.o 20 DU&SE 121.41 -- ` 31.59 69.39' \ / I \ of - 4 ,889ga �> 0 St Structure N 894.a - _ 12 - Storm ruc ure um er _ °°° °°° °°° °°° Ooo °°° - � °°° I _ o 00o b 1998, The Schneider Corporation , ss1.z \ /-10, 1 �' Sanitary Structure Number , - - - - - - - - - - - - - - - p - _ o 20' t�&$E S6 \ / W Sn/B &" PSC \\\��� jC, / / 4 �- o0 52' R 89o2 �� , ! � - Flow Arrow e , sr� x` \ \. i V1J11 _ _ _ _ el er _ _ % Denotes Elevation and \� TC= 50 �, \OG 889. -__- I / \\ \-- �i j jj rn o \SF-- - 893• I o a \ --`� 000.0 Approximate Pad Size Corporaueon C�i N \ 891.1 1 ..- 67 0 C73¢ 331 - 332 225 " - + N , �, _ o _�: ; c co 18 RCP - 112.83 �; 4 / \ - i 10 DU&SE - tc=8 3.30 °' o ; = _ - -__ 6 Subsurface Dra1n o / / ---- 333 "' / 12726 Hamilton Crossing Blvd. Engineering 0 \ N y330 0 / / _ �- IL °0°'0° Carmel, Indiana Surveying 896.1 ., �h / Swale (f� 46032 Landscape Architecture .896.1 20' BL I N 317-574-3797 GIS @ LIS TC=8950" 20, Q } `"' / A 2' Roll Curb 317-574-3799 Fax Geology a95 pF a PVC 894.3 431 895.1 DU 2' 895' 328 I L-4 / ��2 „ a94� 2' Chairback Curb Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson &Assoc. `- 17 of " 43 °�� 329 _ / C 2 Chairback Curb rn 59-y h OD '79+00 PIVVC w/o Gutter o B �a+oo HTON 89a.8o rc 8g4. o $94.9 8g / _ _ / / , / / ` BREN�FICK DEVELOPMENT CO. B a - - - 893.8g �R U 6 89so , _ - 4.8 Village of WestCla or 15' Pond Overflow Route g y / i 0 A 8 893.8 DU& \ a / Section 10009 89 84.04 � � CD I 'j9g � / gg3.9 /1.5Jr• � v � � � 4 "RCP - �� <1O' 8918 I- " a 2 -RCP ---7 �� °' v E3F 4 93�pF, Off/ A6 ` ���� DEVELOPMENT PLAN cn 6 ao \ �_ / gg4. U I I B c;' T _ \'� - �M / \ C'892 70 � 1A� � �GQ a 143.92 67 413 \ \ \ � l) �� �� / �' ' `�o 'O� 5° ox - �� TBM 44 Date Project No. Drawn Approv. ,y �, , ti K » oo -1% = \ # 08/21/98 1238.1009 BET, MG X � \ USGS BENCHMARK x -�., CUT X NORTH BONNET T IN F Computer Files Sheet No. A r 9s� I / v 63 ���X �� BLOC C o v v COMMONS J:\1238\1009\DWGS\ClO2.DWG • � � I I / '��:• \ � ® oc', j � � � � ��� „ „ E BOL IRE HYDRANT A �` X ;s a ��' /' y - 0 70 �� EAST SIDE HOOVER RD. ±100 SOUTH OF CLARIDGE �'� h o o XREF: 120IBS.DWG I I / i h �`� \ . '�. .,,, 0. FARM ENTRANCE. XREF: 10096S.DWG ��® ELEVATION - 893.39 XREF: MID-BS-E.DWG FOR CONTINUATION SEE SHEET C101 00 XREF: CA13.DWG, CA14.DWG XREF: CA16.DWG, CA17.DWG Ie 1 2 1 3 4 5 6' 7 1 8 9 1 10 11 12 13 14 15 r , r r i 0) M U, M If) di o D C_ 3 0 O 0 0 m M cv 1 I 2 I 3 I 4 I 5I 6 7 8 9 I 10 1 11 1 12 13 14 15 300 � ��, .?9 / �✓ i / / / / � \ — --_ COMMON AREA IWi 189 IIS I I� IIS 1 111 11 11 TBM #44 AC 889.30 \ tu\ IIJ I II IL— — — USGS BENCHMARK COMMON AREA _ _ _ -- — — - -- _ - � ' � � � \ \ \\� \\��\ � \ IIS I I I CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT _ _ _ EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE { FARM ENTRANCE. \ \\ \ ELEVATION - 893.39 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1. ALL GRADES AT BOUNDARY SHALL MEET EXIS 11NG GRADES. 2. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS FOR EACH UTILITY BEFORE WORK IS STARED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. 3. STANDARD SPECIFICATIONS FOR THE HAMILTON COUNTY SURVEYOR SHALL APPLY FOR ALL STORM SEWERS. 4. STANDARD SPECIFICATIONS FOR CLAY TOWNSHIP REGIONAL WASTE DISTRICT APPLY FOR ALL SANITARY SEWERS. 5. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH GRANULAR MATERIAL. 6. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN AREA PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF SERVICES. 7. SERVICE WALKS SHALL BE NON -REINFORCED CONCRETE 4" THICK AND 4' IN WIDTH. 8. 4' CONCRETE SERVICE WALK ACROSS FRONTAGE OF EACH LOT TO BE CONSTRUCTED BY OTHERS. 9. EXPANSION JOINTS AREA TO BE PLACED AT ALL WALK INTERSECTIONS AND BETWEEN WALKS AND PLATFORMS. SIDEWALK SCORES AREA TO BE EQUALLY SPACED BETWEEN EXPANSION JOINTS, CONTRACTION JOINTS AND PERPENDICULAR SIDEWALKS AT 5' INTERVALS OR LESS WITH A CONTRACTION JOINT EVERY 20' OR LESS. 10. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 11. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 12. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES. 13. REMOVE AND BACKFILL ALL AREAS WHERE ANY FIELD TILE CROSSES PROPOSED HOUSE PADS. ALL FIELD TILES INTERCEPTED TO BE PERPETUATED INTO STORM SEWER SYSTEM OR LAKE. THE SUBCONTRACTOR SHALL NOTIFY IN WRITING THE OWNER AND THE ENGINEER IN ANY CIRCUMSTANCES WHERE THIS CANNOT BE ACCOMPLISHED. 14. ALL FILL AREAS SHALL BE COMPACTED TO AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY (ASTM D-1557). FILL UNDER THE FOOTING SHALL BE COMPACTED TO AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY (ASTM D-1557). 15. ANY UTILITY POLES WHICH LIE WITHIN THE EXTENDED PAVEMENT OR SHOULDERS MUST BE RELOCATED PRIOR TO THE CONSTRUCTION OF THE BROAD STREET ENTRANCE. Revisions 1. 02/23/99, MG; REVISED PER TAC COMMENTS. 2. 03/29/99, BET; REVISED PER TAC COMMENTS. 3. 06/04/99, BET, REVISED POND OVERFLOW ROUTE PER SURVEYOR •'LISTER•- No. 9800085 STATE OF DIA S�ONA� CERTIFIED BY -�6-98 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. 1998, The Schneider Corporation r,A"M- Sdmeider J Colporation 12726 IIainilton Crossing Blvd. Engineering Carmel, Indiana Surveying 46032 Landscape Architecture 317-574-3797 GIS o LIS 317-574-3799 Fax Geology Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson & Assoc EIRENWICK DEVELOPMENT CO. Village of WestClay Section 10009 DEVELOPMENT PLAN Date Project No. Drawn Approv. 08/21/98 1238.1009 BET, MG Computer Files Sheet No. J:\1238\1009\DWGS\C103.DWG XREF: 1201BS.DWG, XREF: MID-BS-E.DWG, 1006BS.DWG XREF: CAIO.DWG, CA1I.DWG XREF: CA13.DWG, CA14.DWG A L 2 J H G •Y F F3 0 J