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HomeMy WebLinkAbout12 3 4 5 2 9 10 11 12 13 I�+ •v 8 FOR CONTINUATION SEE SHEET C102 HOLEY MOSEY SAYS I DON'T 1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. \'\ v / 2. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO M \� ��' VERIFY ALL EXISTING UTILITIES AND CONDITIONS CP. \ p 00' \ DIG » PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE THE p �9 \ \. `Sso7 BLIND CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF 277 9G �`°��� \� \ \\\ THE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS FOR kC' ' �o \ \\10 EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR COMMONS \ \ - SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF ANY CHANGES OMISSIONS, OR ERRORS FOUND ON THESE 000'\ ` \ 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. 266 1 -Boo -382-5544 ` 4. STANDARD SPECIFICATIONS FOR CLAY TOWNSHIP REGIONAL L 0°' _ WASTE DISTRICT APPLY FOR ALL SANITARY SEWERS. CALTOLL FREE \ 1-800-428-5200 5. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES 1' G "Z+\ 00' RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH � �q�• O- 4� FOR CALLS OUTSIDE OF INDIANA 1q, \ I GRANULAR MATERIAL. tp- �6�' �, \ Dc I l PER INDIANA STATE LAW IS -69-1991. Xoo �,� �' ti _ � / IT IS AGAINST THE LAW To EXCAVATE 6. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE \ �` o Ag, �°j / WITHOUT NOTIFYING THE UNDERGROUND ASSUMED NORTH PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY 278 �A �\ 265 CO I LOCATION SERVICE TWO (2) WORKING " ' COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED ��oo �`P9 8°0 ,o I I DAYS BEFORE COMMENCING WORK. SCALE: 1 =50 PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF 890 \. '� 89 I I SERVICES. RTE 4" J,, r �,° o \ \� 32 I 7. SERVICE WALKS SHALL BE NON -REINFORCED CONCRETE / \ o\ 19 610 `�� (� -_ / / THICK AND 4' IN WIDTH. G �. OF18.\\ I K 2833, 1p35� \ I 8. 4 CONCRETE SERVICE WALK ACROSS FRONTAGE OF EACH LOT Y SECTION 0� ey TO BE CONSTRUCTED BY OTHERS. SEE VILLAGE OF WESTCLA \ \\\ o ,\ s /, / JJ..e9. EXPANSION JOINTS ARE TO BE PLACED AT ALL WALK 3004 FOR Pr CiFar'�iATiGii = _ \ r �g1' / O�� �' .- O 61 hi K NORMAL POOL 884.5 s- \ r I . INTERSECTIONS AND BETWEEN WALKS AND PLATFORMS. SSE / / •° \OG TC=891.50 � / \ 100 YEAR ELEV.=887.58 0� /� 5 �s - ���-� moo- / 8929 l SIDEWALK SCORES ARE TO BE EQUALLY SPACED BETWEEN i \ \1�`'' EXPANSION JOINTS CONTRACTION JOINTS AND BOTTOM ELEV.=876.50 60 / ��Q /A �.� 9, \� / / Storm Sewer SIDEWALKS AT 5' INTERVALS OR LESS WITH A i 264 ---�- Existing PERPENDICULAR TO -� .�\ \ TOP OF BANK=889.8 1f��45o �� �✓ / 1g� j �� �o © ���\ I / / \ FUTURE Village of WestClay \ CONTRACTION JOINT EVERY O OR LESS. god /� •�`� Q`� �O I , 10. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO �G / 0 0� �,� I / -�-- - New Storm Sewer CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. \ COMMONSs3 RCP sos1 279 0 G�. ��� ��, I �I / 11. ALL CONSTRUCTIONACTIVITY ON MPLIANCE WITH�APPLICABLIS SITE OBE E O.S.H.A. J \ \ LIMEHOUSE POND �� q 5 O\Ofl?gyp 418 �6 34f0p 613 rC= SCS -914 Existing Sanitary Sewer PERFORMED IN CO 0 I y STANDARDS FOR WORKER SAFETY. \ _%o, /1g.29' / / 12. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES \ \ P 617 Du&sE / 892.3 F rn 892.00 890.9 _ _ New SanitarySewer 13. REMOVE AND BACKFILL ALL AREAS WHERE ANY FIELD TILE J \ o`' 2 ' 0 RE 884 50 696 ���o \ + y 28 1$, - 35+00 CROSSES PROPOSED HOUSE PADS. ALL FIELD TILES / goo ^� x� �o�. \ .r �� h RCP 89po P = _ INTERCEPTED TO BE PERPETUATED INTO STORM SEWER \ ,-, _ / 6 c9 / / h, OG O /�o0 614 0 �` C 357426 � -�- 000 Existing Contour SYSTEM OR LAKE. THE SUBCONTRACTOR SHALL NOTIFY IN 1 9� 65 "I' ORD = WRITING THE OWNER AND THE ENGINEER IN ANY 1 i o c ` ss' _ LF X ELEV ACCOMPLISHED. d� �� / DOSE O, b s RCP °� 5 �8. S�`L,,gt DESC EXIStIn Elevation CIRCUMSTANCES WHERE THIS CANNOT BE 891. 75 T g 14. ALL FILL AREAS SHALL BE COMPACTED TO AT LEAST 95 �'. - D�&SE&p t .Og - _ w descri tion � ). ,���yo / 112• o co . 0�- , p� \> E 0 5 _ 891 _ / P UNDER THEEFFOOTING SHALL BE COMPACTED TO AT LEAST 95 LL H UNDER Di 699.81 15' DD�SE,� �� 280 ti� �� 6ko° - 29.67' s1 M st a1s °/ , 0 20 8L �.o - New Pavement Grade - 000.00 PERCENT OF THE MAXIMUM DRY DENSITY (ASTM D-1557). 1 42 CLO 0 0 ' ag15 �0 �� 0 / /\� raj °D o '� 891.5 - / \ Vol- 99 ft c3 o rn ��� 1 -'� /� ° �' 000.00 All Other Finish Grades H 72 �c=aaaSG,,- DD�SE 1 6goB o� . Pvc 9go !1� /,- o N I 1D o 281 \��n \a ��� of 6 ��'��� 69� N fi o � a I I ►_ I o\ a S 5 11 o Storm Structure Number 1 1 _ w �\ _ ( oo St0 Revisions i tl 892.1 1 ' 890.6 o \ /g 1� 980°'1 // 290 I N oI �0,�0 �. I 1, 02/23/99, MG; REVISED PER TAC COMMENTS. I I 2. 03/29/99. DCC; REVISED PER TAC COMMETS 1 Q7, ' Q A631 �� 5 ' I N I 000 Sanitary Structure Number 3. 04/19/99, MG; FINAL Q.C. REVISIONS. 11 , 283 W 282 5 a90� j� ' I ( I ( I 4. 11/24/99, BET, CHANGED ALL ROLL CURBS TO CHAIRBACK CURBS PER CLIENT. °- \8g' - Flow. Arrow .. � � ' • 129. 1 284 890.4 0 2� BL 8991 RCPT 98936 1 6 a ' 9 42 �0 630 / 6g \ ' + rn 8aa a s �9 / N N N. x x x . x Denotes Elevation and �� o I 89� •3 ZC=869.60 / 2 \C,aa96 •RCP 15� \ I o I I G 11 / ;20,0 .�\ _ �- 6' pvc L .,.� 300i �a �F o �' \ I ) 000.0 Approximate Pad Size i g g 42.31 &SF : 4 301 969 �6 9go 5 / s 891.1 831.6 6a 888• T `v 629 \�'. rn o 144.36' 890.1 289, \� I w 1 I 11 ` 184.06. \ s o 6 Subsur ace rain o 50' 11 a 89p 8 0+00 1 10 TC -688.0 7 2• R .SC=a�•30 h it8U:?5 ��. \10_)�W _ - w 1 288 1 285 \ t',�� RCQ 59.32' _ A1s20 `�8p�. 'w ,� \ o o I $ o F Cpl. 11 1 G 40 1 F 1 \ / ^ I I f o G E 000.00 F ••• - Swale (10 x Q I--I��_-04 Water Main N TC a9 F o cS s x 0 �5• 999 72, 1 3 O \ B 2 Chairback Curb �� ........ qsy DO 79.23' ' 287 89� • c N 'co I O �° GASTER' •. '% 929 \ c�S£ _ 1 0� 1 1 LL 62 291 I fy 42 x N 1040 .37 FO' •. 1 s 1 �o 11 o ` � A rc, o� �� 2' Chairback Curb J / _I I � E /457 34 - NO B891p \SE _ Tr W/o __ 9800085 = c • 90 ` I - - i � 3 � o ,4, Bw/o Gutter - � `' 286 a 1 0 v; cI1 \ \ 74 3p �• �,�/, D � � 888. O ' I � '•. STATE OF \ R 10 892 / l 5 ! i s NDIAN? ��• ----x ; c DU&SF s 2 %� S10NAL Temporary Construction P y �pinuunnuu��a��� 8gI �, \!JQ \� �� w I �6� 300 1. Fence E 11 `? � o I •moo d'' �� � I �Op- , �� / �/ 1• r� 1.0I I of �/ 1 Tree Preservation Area /h Q� . . CERTIFIED BY 90 x 1 10 DU&SE 1 Dc4\ O B90 c� X0,0` r /G 1 THIS DRAWING THE IDEAS DESIGNS AND CONCEPTS CONTAINED 228.5 ' \\ e 9 3 I `�" w 9 2 ti ooF' ti CTUAL PROPERTY OF THE SCHNEIDER . , - r- I � 2 O �' / I HEREIN ARE THE AND INTELLE ROP / 2 ----- 2 � �/ 00' ���` � .1 �� Pond Overflow Route CORPORATION AND ARE NOT TO BE USED OR REPRODUCED IN WHOLE OR IN 891.2\ o 'To. . \ I - 1 �x , X -X � E%=9 -i0:;7 6"SSD 88 .5 1 GAS1x�00,� PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. x -x x --=-x x x X-, x ` 294 \F 0 \\ 891 I I �' �y��`'/ 1 1998, The Schneider Corporation \ Ci �' 6� x I \ \ ASF \ \ 000, �p. 42 \ JX \ 000 / / ` . `\ e� �, f \ �� �9 ?09 I yo _� tio99 P� 299 r The e9 TC=888.5 626 668.8 6k� 1 \ Schneider / �, �� \';� -� 31 �� E ills a of WestClay / pf\ 999. �' x p FUTURE V 421 �� � \ . Corporabon RCP - ' TC=890.50 00 \/. /. ," OF 00 \ •\ . . . . . . . . . /• 295 . . . . . . . . E Village - of WestClay . \ \ C . . . . . MONS • . . . . . . .. . /./// • . . . . . . . . \� \ x -. . . . . . . . . . �� .YK -- - CD . . . . . . . . . I "so \ rn CD _ � •72 74 [ INV=885.00\ TC=8438.5 � 99g� OF / x . . Blvd. Engineering � 11`E/ '� \ - 1272G Hamilton Crossing Fngine 42 0 20,�U OLg1' 7.91 42 �8 X60 ,����' U \. Carmel, Indiana Surveying 11 8 &S 888.9 r 10 9.60 9� 2 9 8 I / \ 4G03?, Landscape Architecture soy ,E �- s25 - ZG_a 20 g� a o' x ,� .\ 317-a74-3797 GIS LIS ii 222' OF 8" PVC O' DU�SE� , - o -=r _ o / \ /Geology \ \ . 317-574-3799 Fax 296 / . . . . � � • I 297 �� � " \ STUB �� �9 .\� x• / 24" RCP \ 746 Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson & Assoc. S I Iw r o. o , � �, TC=887:1 1400 12"• RCP__ ��;� �,. � w - � COMMON 8906I I o » » / ' 745 ` \ L t�8�5.oe_ -- _ EIRENWICK DEVELOPMENT CO. � � 890.3__` BLOCK Village of WestClay EAR1HMOUND _ _ `�'� . . . . TO BE REMOVED Section 12001 . . . . . 16 F 7T R P DU ft -SE, �g4DEVELOPMENT PLAN - . v _ sL2 6 R�>� yf3 CP ----�- _ _ I IL I I . TBM #44 Date Project No. Drawn Approv. -- -' a� ,, • . USGS BENCHMARK 08/21/98 1238.1201 BET, MG ^, R90T "X" NORTH BONNET BOLT IN FIRE HYDRANT La Q M. Gve Computer Files Sheet No. A -890-$85 EAST SIDE HOOVER RD. 1100' SOUTH OF CLARIDGE p - , , E E%. 20' \mac Sit Rny r- - D.U.&SE FARM E _ -_� NTRANCE. J:\1238\1201\DWGS\C1o1.DWG } XREF: 1201BS.DWG, HARRISON.DWG 11311 0__ EX. 12• PV(,-'- - ;Y� - C01`I"SECT TO EXISTING SPECIAL END SECTION ELEVATION - 893.39 XREF: MID-BS-E.DWG X15' of 12• RCP STRUCTURE IN CLARIDGE FARMS AND REPL E XREF: CA10.DWG, CA1I.DWG • �L_ XREF: CA13.DWG, CA14.DWG 15' of 12" r,CP SPECIAL STRUCTUR MANHOLE � � XREF: CLRESMTS.DWG 7 8 9 10 11 12 1 13 14 1 15 5l bl �l z ll OL 6 8 L 9 t' Z L n 9MO'WO 'NOTIVO :338X N 9M IWO '9M0' M :J38X ;9L 'NOSI M '9M0'3 -S8 -OM :338X CD i 9M0'S8600t :338X , 9M0'S9lOZ l 33dX C" d 'ON }9M0'z0t3\ app n1nd o0 KT68 - N0I1VA313 [0 [0 1I HS ]IS NO lid n N Il NO3 WJ '30NVd1N3 W8VJ I x / / o / �� .�/ -� \� �1 I I 1� v OW `13'8�Z l 86/ lZ/80 30aldbio Jo H1nos oolT '4d d3A00H 301S 1SV3 w / °° /o� �o . \ $ 0FossI 987 �2'L4L 3 � �� ` Os�n X688, - I •eoaddV ue1aa[oad a�BQ 1NVd0AH 3dlJ NI 1108 13NN08 H1dON uXu ln0 x / w �S 0 S �1 �, o a, s 1 ,�, , L�`90ti01 N Z' 7 w •! r �� 6 (� `o 8Z9 `f'\ : I , : ,p ` ��r°0 1_N 1co Clu CD AdVWHON38 SOsn I ti \ �,� e '�.� Z ��# W81 3lVMS ' C I - - - o �� �• �6� CZ �5�� 6 Z6` 1� Old INWOUARG< %. 1 - 1 L8Z o i00ZI u0113as ( I e UIS91 II '00 ,LN�WdOUAga X01hiNgUg . \ � o o a NC -0 w I �o 1 M/ 05 z -''65 5 g'aS , N - 0ozs� �,' \ \ ��, .� ,ti6'Sg� o os9 6� �o \ tzsa 5z'os9 IM A5 L L69 - u�l _- - �'\ �� 0� '35�� `�� o£88a-oi• Od ,zo ,tt z0 01999 _- oo+o ► QD � � � � 99-01 �--� � 8os8QD of � •aossV �g uosq!O `aasaw `uajgo8 / •d.io3 �umaaulVug aaptaugos spaul.10A x `D \ \ I `� oo Co)(9 �Z �5' o +� 9990 01 1 f ,9�'�ti l I I e `� - +z 18 69 z0� 23 Ztr 08058,01 R X81 N 6� N ., 1068 i �\ s' � _ O \ SJO1030 xed 66U -t49-411 . . . . . 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