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HomeMy WebLinkAboutBuilding PlansIva L 2 J 11 G F E I C M m 0 "' B o , v m Cu CU 3 c, 3 0 A m 3 0 CC) m 0i FUTURE Villa in of WestClay HOLEY MOLEY SAYS "DON'T DIG L qC)7= 11. 4 5 6 7 8 9 10 11 12 13 14 15 1 2 3 THE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS FOR EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF - Iva L 2 J 11 G F E I C M m 0 "' B o , v m Cu CU 3 c, 3 0 A m 3 0 CC) m 0i FUTURE Villa in of WestClay HOLEY MOLEY SAYS "DON'T DIG L qC)7= 11. J: \1238\7501 \DWGS\C1 o1.DWG LL D STNG GRADES. ES THE OUNDARY LOFEEACH ET (COIN XREF: 3001 BS.DWG®� 2. IAT SHALL BE RESPONSIBILITY TRACTOR TO M BLIND" VERIFY ALL EXISTING UTILITIES AND CONDITIONS XREF: CA9.DWG PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE THE o� CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS FOR EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF i! I 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 "IT'S THE LAW" - ` - SURVEYOR SHALL APPLY FOR ALL STORM SEWERS. ''`f � � CALL 2 WORKING van BEFORE You DIG 4 SPECIFICATIONSSTANDARD FOR CLAY TOWNSHIP ZONAL WASTE DISTRICT APPLYFOR ALL SANITARY SEWERS. L I t 1-800-382-5544 5. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES 1 a I I CALL TOLL FREE TC=897.68 I t 'a ) _ ! I RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH TC=90 96 t 1 1 t PER INDIANA STATE LAW IS -69-1991. Cl! I I 43 GRANULAR MATERIAL. 50' OF 8" PVC l'lilnrlifc7 175' OF 8" PV - - - - - - - - - - t i IT IS AGAINST THE LAW TO EXCAVATE rn 0 -9 �D, D 2s 90z 9°' 29 �899'S8 j t ; ! WITHOUT NOTIFYING THE UNDERGROUND 6. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE -� LOCATION SERVICE TWO (2) WORKING ASSUMED NORTH PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY -) - - - 332' OF 8" PVC - -- 90209 BLOCK A 8 5, t 1 ! DAYS BEFORE COMMENCING WORK. SCALE: 1 COMPANIES."=50' PRIOR TO ANY EXCAVATIONOMPANIES OR FIELDSHOULD BE LOCATION 0 NOTIFIED 12' ALLEY ESMT.--� a2 t t i t CD 12 ALLEY ESMT. I COMMONS t t 1 t SERVICES. 609 0 0, / Tc=90,.3, 608 7. SERVICE WALKS SHALL BE NON -REINFORCED CONCRETE 4" • MFFE=903.5 `� MFFE=902.5 ( DU&SE t; I ! THICK AND 4' IN WIDTH. '- i_ 8. 4' CONCRETE SERVICE WALK ACROSS FRONTAGE OF EACH LOT K N 903.0 901.4 902.0 90Lt7 / 601 1 I I TO BE CONSTRUCTED BY OTHERS. > ?20.00' ���� 9. EXPANSION JOINTS ARE TO BE PLACED AT ALL WALK _, ! I 1 t INTERSECTIONS AND BETWEEN WALKS AND PLATFORMS. 120.00 s r i ' N MFFE=900.2 w 610 607 1CD 602 N , o o ! t SIDEWALK SCORES ARE TO BE EQUALLY SPACED BETWEEN 1- - - - - - - MFFE=903 5 W o MFFE=902.5 N w _CD ! PROPOSED Village of WestClay EXPANSION JOINTS, CONTRACTION JOINTS AND 9025 9o,s I Q 603 N �` SECTION 3001 ;� -- Existing Storm Sewer PERPENDICULAR TO SIDEWALKS AT 5' INTERVALS OR LESS WITH A UJ l rp MFFE=900.8 y S ; 1 CONTRACTION JOINT EVERY 20' OR LESS. sms3 120.00 901.0 o gpl p 124.55 1604 N �'9 1.�� rj ��``• '` f 10. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO C> I MFFE=901.3 % �' - y� �`' ` r' i -f-- Storm Wer CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 611 o Q 6 New Sto Se MFFE=903.0 m MFFE 902.1 6 W 11. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE oM FE=901.3 09� M . t PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. gJ 901.4 02.0 �9 •�'. 1 STANDARDS FOR WORKER SAFETY. y _ ,Q � Existing Sanitary Sewer 12. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES. 120.00 900.7 + W 900.7 `� 136.02;ekoo v _ - 3. _ cn TC=901.00 '� 6 1Q p 1 REMOVE AND BACKFILL ALL AREAS WHERE ANY FIELD TILE - - - - - °�° moo ,dj $ 5 �'" 0 5Ct.00r , R7 1f New Sanitary Sewer CROSSES PROPOSED HOUSE PADS. ALL FIELD TILES - I 612 0 0 0 605 5�9 0. 897.5 ,� �'^~.;��`� � t7 /' INTERCEPTED TO BE PERPETUATED INTO STORM SEWER Lr 1N ,:,bIFFE=902.5 o �, '�.� �- 000 -- Exlsting Contour SYSTEM OR LAKE. THE SUBCONTRACTOR SHALL NOTIFY IN 900.93 rMF -901.9 - WRITING THE OWNER AND THE ENGINEER IN ANY �pg 4ti 1696, '� if x ELEV CIRCUMSTANCES WHERE THIS CANNOT BE ACCOMPLISHED. 42 120.00' 900.3 - / S F.�- `� �'~, ,� DESC Existing Elevation 14. ALL FILL AREAS SHALL BE COMPACTED TO AT LEAST 95 I TC -900.93 613 o TC -899.43 ,�5•y6 ��Sg�R D Ji98.5 899.0 .. ` ~ / •P ( ) W description PERCENT OF THE MAXIMUM DRY DENSITY ASTM D-1557 FILL 606 �� $ �- . - UNDER THE FOOTING SHALL BE COMPACTED TO AT LEAST 95 _ MFFE=902.0 � o� s98� TC- 899.49 �,0 1� 6k� 899.0 / 4 000.00 New Pavement Grade PERCENT OF THE MAXIMUM DRY DENSITY (ASTM D-1557). H soy , s '�. 15. ANY UTILITY POLES WHICH LIE WITHIN THE EXTENDED PAVEMENT •ti - - J - - - , 10' BTL �h ± h G I 10694 �` �`' 4, OR SHOULDERS MUST BE RELOCATED PRIOR TO THE soo• 3 1,01.81 52 RCP I I \ 1p �U •� 000.00 All Other Finish Grades CONSTRUCTION OF THE BROAD STREET ENTRANCE. C SF- 1'��w w 9.00 I 3+38 R SBURY4+oo STREET a 83,' .� �� o0o Storm Structure Number Revisions w _------ - ,�� ��� W ggg,p 900.0 I 656 w ! ' r . - �'� O 1. 06/09/99,BET ADDED LOTS 605-613 PER CLIENT. 75 D 900.45 N 899.95 B o °' ; I I N -- �, 2. 061499, BET, REVISED PER TAC COMMENTS. M Q MFFE=900 - - + 6 N I 897.5 W I o �; ; �. ^� 000 Sanitary Structure Number 3. 07/19/99, DCC: REVISED GRADING TO ACHIEVE EARTHWORK BALANCE. I � W _C) 900.23 102.28 10' Du&sE MFFE=901.3 J I1 56 OF 21 RCP Y� 60 TC=89y.u8 I » Q I t '` * . - FLOW Arrow G - - - -� - BLOCK B 10' BTL T"=8ss.as I 604 N 1 899.6 897.4 t I 622 410114.13't t _ c o o , N 900.8 0411 I TC=899.00- t 9v Denotes Elevation and MFFE=901.9 �' 1 655 MFFE=900.1 0 1 ' ' v 900.1 140.00' TC=898.03 A =900.83 01.4 898.65 899.3 ' 663 � 000.0 Approximate Pad Size C 9 900.2 897.1 1 b76 ao 120.00' o' / 638 I I - 114.13' _ t t (� 2 ' MFFE 901.7 I I I 654 I o "f- 623 r _ - _ - _ 6" Subsurface Drain 901.2 4t - I 6 .3o FFE=899.8 M t t - - - - 1 MFFE=902.4. 900.5 140.00' I 898.114.13' 899.8 i 000.00 - - 639 1 s .23 sots 900.6 o N v� 653 MFFE=899.3 1 ! ... - F I I I 120.00 ,� MFFE=902.1 I I 897.5 I I M Swale 97. 898.6 `= 6 2 4 0 0 89Ei.0 -_.: ,jj I 1 OA 2 Roll Curb N o o� 901.6 1 2� 893.0 I 114.13' 1 t MFFE=902.9 + 900.9 139.64' - - I�-- AL EY ESMT. - - - - _ - I 652 MFFE=899.1 o J t ��,�a�a�tnlnuNu�nnn�,,�,, o I 640 _ - - --- _- _ t 664 © 2 Chairback Curb ���° C H LA . 902.4 901.0 --' 900 -J r7 1. t ��� \ `riy 4i MFFE-902 ��� - 114.13'1 Im 7 8 6 898.2 896.3 F - ! ��GISTERF 120.00 f - I ` 95.75 . O 625 °° ^ W Q T - - - -- 9i - _ _ © 2 irb ck Curb No. _ f '_ - � - - - - - so2o� o o � ,.8 D612 I I - - - - - - _ 1 651 MFFE=898.7 0 ! = 9800085 Cha a �'�. LC MFFE=903.2 �' W �' I TC=895.00 I 8972' s 7.9 M ` w/o Gutter =-o' 901.2 140.00 al 1 1 I STATE OF 896.0 6 6 5 D.n''•- <v 643 � °° 114.13' t NDIANP• E IJ(MID 902.7 D 901.2 Q 641 of 644 I I� X45 646 647 1 1 - alley Gutter %,Fss�o ..... G�0 t O V tt 1 120 0 I I 0 Lr 650 MFFE=898.4 NAL W MFFE=90 626 o �� ~'I I MFFE=898.0 °° - to _ I 6� ss7.5 M ' t MFFE Minimum First Floor Elevation ►��►I,tllttt►tt�����" I. MFFE-903.2 0 0 MFFE=897.9WI n OF MFFE=897.0. � rE=897.7 895.7 t 666 0 0 - O CD- so,s 140.00' I �f, MF MFFE=897.9 1 t 14.13' i I N I =) , I I I 649 MFFE =898.0 o f ! 0 902.2 901.8 0 ,n 1 I - - _ - - -- - 120.00' �, o 642 I bl o I 55 897.2 895.4 �4 ,. I t 667 CERTIFIED BY 5 I I N I M E=902.8 I 1 114.13 , w 627 60 :TC=902.30 I . I I I I ! # - PROPOSED Village of; WestClay �- cn _ ( THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED 1 1 TL I D601 TC=895.03 '' 648 MFFE=897.6 ,�� t SEC�ON h�1 HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER MFFE=902.9 4D 297' of 2¢" RCpI - - 10 BTL _ 361' OF 27" RCP I I t g CORPORATION AND ARE NOT TO BE USED OR REPRODUCED IN WHOLE OR IN - 85.03 896.7 75.02' 895.3 '` 895.8 - - -- 668 PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. D so2.a " 75.02 75.0210 . DU&�E 896.3 86.67' s.to 14.04._..._ � Ing 59' 134 1999, The Schneider Corporation 1 toe �� 47+00 D _ ' 49+00 29' OF 12" RCP' -- 50+00 ��O P 017 STANHOPE 48+00 cs41 ' STREET -i B ao 51+00 D 52+00 TC -89d.86 t _- w �.. - 95.8 89 ' e o4 52+51.54 � ��� - D 610 TC=895.03 5.64 N b 99.33 - � IC �TC=900.62 `- ESMT._,,-901.32 24 ALLEY F s' PVC Q 310' 0 ._ ---a: 'r ScImeider N 8�i' �6' 9 0.6 898.8 _ t d -.. ( w : 0 M 110 BTL a? 397' OF 8" PVC �, Ot o -__�� ®- HERMAN I 7s' OF 8 PVC 40 TC=896.60 _ CoTorabonJ 628 629 I ° I ,� UJ -=-�- ---6 0 631 632 633 a. �,WELLS PARK 3 634 C Ia I 635 I � � 1 636 '° ���'� 12726 Hamilton Crossing Blvd. Engineering - L- - - - BLOCK »Q" 901.6 899.8 898.0 - Carmel, Indiana Surveying 89 7.0 y g - - -- so 02 4 4 - 897.5 897.6 I - 1 N M ` I I 896.5 �? 897.6 v; o, 46032 Landscape Architecture COMMONS. -'d o - 897.0 o 00 � o TC 902.02� v l I�;, 891.8 1 N1 N; 317-574-3797 GIS • LIS 1 r =1_ 1= 896.8 � TBM #44 317-574-3799 Fax Geology W USGS BENCHMARK 235.01' 897.4 _ 0 0 - - �' L - - - - Formerly Schneider Engineering Cor - - - - - - - - - - - - 894.8 CUT X NORTH BONNET BOLT IN FIRE HYDRANT g g p• Bohlen, Meyer, Gibson &Assoc. - - - - - - -r- - - - - TC=895.00' ° °00 °°° °°° o ,°° ° °°° °°° °°°r' °°° EAST SIDE HOOVER RD. 1100' SOUTH OF CLARIDGE BREN>)PICK DEVELOPMENT CO. ? 8999 30' DU&SE 895.9 61+ 9 5.9 8999 8959 30' DU&SE 89� FARM ENTRANCE. v , 7 76.65 77.67' 77.69' 85.0 .�.� B .00 _ _ 85:60_... 85.00 ^, , 5.00 _ �_ _ ELEVATION - 893.39 Village of WestClay 75 __ 899.4'MF 88:0 ME 897.O�MF 896.5 ME 895.5 E 897.0 ME .... 900.0 ME : _859.0 ME 898.0 ME�_1 ec ion S t' 7501 895 DEVELOPMENT PLAN Date Project No. Drawn Approv. 05/21/99 1238.7501 DCC 1 1 2 1 3 4 1 5 I 6 I 7 I 8 I 9 I 10 1 11 1 12 1 13 1 14 1 15 1 Computer r Jues Sheet No. A J: \1238\7501 \DWGS\C1 o1.DWG XREF: 3001 BS.DWG®� x XREF: 75016S.DWG XREF: MID-BS.DWG XREF: CA9.DWG 4 2 I 16°IkPt 41 nC11k iWN J{� � i- $1.K6 oN W411m i lv" alai 40 114�f4 M Iwo .L4f 41014 M 1'joh mM Y1111 MOO I► ;'; 01 � PQ K �K ��V�7 7' ! Ii OWN I ren rr molt Noll SON moo �>l���A��w�w�s�tr�■Yjar,�.�_�w�s:�,�!�� `�\�,�w�,.,�.a,p�� r[$� re .�,�■�.+�a T ■fin j i f ��■ ' ���� i ■n■ i ■moi ■■moi■ = ■NMI '■'.� ■ �■■■ ■■ �m w nn i MIN MEN ii■n■ ■v 1 #000 1T4M VkT I til IN (EmT; 0 EL-Vfti11o� tom„+ ---- I -t 1, ' K' WALL MAI -ur, 04=. s pflj, y .41 fiYrt� wap . I� iu' Si'►'1'N�, �. as do 11 '70 -MT4 'K' (�o Lo li mom isw 44p L Lp p 2,ZLOII 12Lg" 1 I • I C� 71-V O .s wmwmmw& 4 1614 k JjLr -, �► ` .Lig -- „ - fes-' � Q �►- - v I F Y 7