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23-96.14
i i 1 2 3 4 5 1 6 1 7 8 9 10 1 11 12 13 14 I 15 1 I FOR CONTINUATION LEGEND j I HOLEY OXEY SAYS ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. 2. IT SHALL BE THE RESPONSIBILITY OF EACH SUBCONTRACTOR TO ?. I OF SANITARY SEWER I DON'T VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO M I SEE SHEET C401 Existing Storm s TORS f ltttY - El xis ing orm ewer i1 E RESPONSIBILITY 0 CONTACT ALSO SUBCONTRACTOR'S s I t E » UTILITY BEFORE I BUND WORK S STARED. �THESSUBCONTRACIOROSHEALL NOTI IN I �- ' r 75 2g' 68.29` 68 8x' 63 76' 49.20' 59.61' New Storm Sewer WRITING THE OWNER AND THE ENGINEER OF ANY CHANGES, 20' DUdcSE - t38 I i ' I ' OMISSIONS OR ERRORS FOUND ON THESE PLANS OR IN FIELD 000 --i' O -� 000 oos t ) 97 of 17 BEFORE WORK IS STARED OR RESUMED. RCP o,.5ox I _. Exis t ing S an. Existing Sewer ! 1 t bf 3. STANDARD SPECIFICATIONS FOR THE CITY OF CARMEL, INDIANA SHALL APPLY FOR ALL SANITARY " I �- ) New Sanitary Sewer SEWERS AND STORM SEWERS. �� ` I35 1 1 1� I _ _ I L I �? W. _ 6 I o Z� - (Laths are shown for ra.%ei 8,e only iR \ 834.$' •- 1 •�'t I i I See Sanitary Plan do Profiles for Locations) 4. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES L I e "t 37 835.1 • I °� I ' RUNNING UNDER PAVED AREAS TO BE BACKFILLED NTH 1 9 Existing Contour 836.3 -835.6 _ I � ; �, _- -•_.._ _ XIS g REE GRANULAR MATERIAL _ W: n � r . _ 1 SOO 428 6200 5. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE PER g Existing _ Elevation w/ descrlptiorl (� ; I ,' �6 .✓� \ ( I ASSUMED NORTH FOR CALLS OUTSIDE OF INDIANA INFORMATION PROVIDED BY THE RESPECTIVE UTILITY COMPANIES. ��� ` ' V Q New Pavement Grade SCALE: 1 �= 50 ' f I PER INDIANA STATE LAW IS-69 -1991. EXCAVATION FOR PFIELD LOCATION BOFNSERVICE . TO ANY j IT IS AGAINST THE LAW TO EXCAVATE m;, .� / J '�s' PvC o low I - 6. SERVICE WALKS SHALL BE NON - REINFORCED CONCRETE 4 WITHOUT NOT1rING THE UNDERGROUND All other Finlsh- -Grades - THICK AND 4' IN WIDTH. = I I LOCATION SERVICE TWO (2) WORIQNG - � ` PT 9+31.28 - 46' of 1 Y PVC o 0.22X ; f DAYS BEFORE COMMENCING WORK. 7 K �� ( 1 9 +� 42 Corrected C Benchmark . 4 CONCRETE SERVE WALK ACROSS FRONTAGE OF EACH LOT TO i } o8, c 7 orrec Grades I 4` I eoo 00 BE CONSTRUCTED BY OTHERS I \� . At Carmel, Hamilton County, on the Indianapolis I , do Louisville Railway, 01 mile north of the station 1 " '.� RCP 0 0.40 12 65 yards north of the center of the crossing of i $, EXPANSION JOINTS ARE TO BE PLACED AT ALL WALK 11 feet east of the east roll, 0* �ci� / �?(� 00 Storm Structure Number State Highway 234, { at Semaphore Tower B 1.87.8, to the top of the I € j - _ INTERSECTION AND BETWEEN WALKS AND PLATFORMS. SIDEWALK 36 16 ` southwest comer of the concrete foundation. 40.78 ' I SCORES ARE TO BE EQUALLY SPACED BETWEEN EXPANSION JOINTS. A standard disk, stomped X 42 1934. j Sanitary Structure Number p i CONTRACTION JOINTS AND PERPENDICULAR SIDEWALKS AT 5' Elevation ti 826 227 r / 3211' i m INTERVALS OR LESS WITH A CONTRACTION JOINT EVERY 20' OR 33 Flow Arrow I LESS. 836.2 23 - 32 835.0 - 9. TEMPORARY TRAFFIC C CONTROL DURING CONSTRUCTION TO /,g `� !8 31 835.0 Denotes Elevation and i CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. qo I 29 834.9 834.7 000.0 Approximate Pad Size I 1 I / 10 I APP E 10. ALL CONSTRUCTION ACTIVITY ON 'MIS SITE TO BE PERFORMED z s 43 _ t 83610 / � , tl - :3 - ,%30; 0803 � i j IwORKER�SAFETY�� APPLICABLE O.S.H.A4 STANDARDS FOR 101'01 6' Subsurface Drain w/r Lateral Connection 3 ? I 1 11. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES. 9. 40.00 40.00'. - N AA [ OOO.00 12. REMOVE AND BACKFlLL ALL AREAS WHERE ANY FIELD TILE �� g _ __._- - -- -_ - -_� __ __ - - - -- _ -- -- - - - - -� ._____. __] I CROSSES PROPOSED HOUSE PADS. ALL FIELD TILES INTERCEPTED 836.0 � �.DD �1 N ' 836.0 1'° N _ ,35 g �•� �' Swale C'U TO BE PERPETUATED INTO STORM SEWER SYSTEM OR LAKE THE 112.00 I I -•- 121 of 18 RCP ' i (' SUBCONTRACTOR SHALL NOTIFY IN WRITING THE OWNER AND THE H 45• 24 COMMON AREA W Water Main E ; I ENGINEER IN ANY CIRCUMSTANCES WHERE THIS CANNOT BE 8 g I g 157 ^ g y BLS S , 13. ALL FILL AREAS SHALL BE COMPACTED TO AT LEAST 95 H 835.7 1 € g 1100 2 6'I I PERCENT OF THE MAXIMUM DRY DENSITY (ATIM D- 1557). FILL S (DRAINAGE FASEMQIT) g r r I I UNDER THE f OOIING SHALL BE COMPACTED TO AT LEAST 95 3 I LAKE T r l { i, i PERCENT OF THE MAXIMUM DRY DENSITY ATIM -1557 .6 LAl:.; ( ) 'i f ' I g1 I o R I I g I � 835.3 i. Revsons + NORMAL POOL ELEV_ 830.00 835.3 100 YEAR ELEV= 83.13 - , _� 112.00 I � -- ' �i �'� ��; --' i ... -, - _ -. ,- fi, ,r t� �' 3/23/96- YY -ADDED SWALE AND GRADES BEHIND LOPS 3-7 70 LAKE, REVISED LAKE I�, y r . t �+� d' a �+ a��' NORMAL ELEVATION ~ - 45. g w 130 23' of--,8! -R& 0 0.30% . ; , f fr a: ' -S' F_ ' f ._ .. _ _� - - - -- STREET WIDTH TO BE 3 LANE 1 126th - d: ADDED NOTE 1T) 26 i I ° , - - - ` * 12g 29.67 4f? 00' 40.00' !400' 41,f' 6585' ,�' {` bar, E 260.1 - t y, _3 3/27/96 -BMW -ADDED BOLE PATH ALONG 126th STREET, REVISED STORM SEWER g' Ito 47 o J.1 s r" ! s b TOP OF s o .,�.._ Q" - .- ® - 000 00o woo 000 00 000 !, �i �1 -123, REVISED SWALE d[ GRADES DCM�tD I C'- ',8511(.. �i #_; �°' <' L-- 0 - J I 15342' I `� _ L - _ s� - - - - - - �;. 1 , m �` ��... L0T5 G - , k -- 20' DU&SE E < "� s, r 4� i Ii t 7 .. '� , ! 40. 5x 131 .00 40.00' 40.00' 40.00' n8, °• E I' f ' 1 133 132 i i 2 of 18' RCP 0 15' DUB - �T r 1 I`� I I -� g _ I - - - � , ��a�, � � I yW/ 24' of 12' RCP 0 0.4� I - ly I �'' \, � ��" , { ,f :} � i +�• � � � �� � f� 1. f�� � �ti ' 1 � "G � I _ I 23 17 1 i s34.9 � � 24 t n f � 2�� 19 18 16 ;, F >> !, , ,, gl�, r 22 46. I � $34:9 ! 1834.7 1834.4 834.2 834.2 834.4 ; t M;31,835.16 834.9 2 I 8 j I -- __ $ , _834.8 8..5.0 835. F4 835.1 � a � I I' o � $ q � � 834.7 11 ,,�`' !� � , LAI�� � I , tJ tj i II '` g °° I L - - - - - - - �� t3 - 22' -IL - io' ouaE ,s NORMAL POOL ELEV= 82,50 F ._, � � � o ��? ®.� �. \ 1, 134.5 � �a 29.77 40.00 40.00 40.00 U. 40.00 40.00 40.00 40.00 40.00 39. �_ I 100 YEAR ELEV= 830.32 ° {' `! I PTA �` 834:3 - '��`�� I ° � {bRAiNAGE EASEMENT) 1 45��j0' i I '835.2 I R 0+00 Pi, 0 55X DRIVE 1 1 +98 45� _ 4+00 4+82 70 17 z i +oo ATHERTON � PM Q� �' 4+20 � 5+00 � f I t 1� f i . "� `� 0+13 - ' 4' CONCRETE SIDEWALK _ 7° '457T00' - -� 55 LINE 'C' t27 833.00 ® - X41 I ® \ d �° _ 151' of 30' ` 8 RCP 0 1140% I 835.2 $ 29.05' 4000' 40.00' 40.00' 40.00' 40.00 4Q00' 40.00.', 40.00' X40 00' 40.00 4.53' 10' Of! s 10 i I l I N €r 1 I'�� 1 I / ;f • r L10 $ E .. -�` . 25 IT I - 834.3 11f : 60 say s2 �3 j 64 651 ss s7 116s I , f 70 { /71 ; NOTE: i 834.4 834.2 834.2 , b 834 4 t8 1 , C �FRACTOR TO NOTIFY ENGINEEF i I 834.8 00 j , S WITH THE EXI . I 834 91 834 7 - - 834.9' 6 I 835 0 ( 85.1 .• ANY 4 I � �. ` •� ,. � °,; � CONFLICT t � 15' c I I +� ,' �) �' _ _ $ g j _.� ` 8�-- -� `I s 4 ,� e� 834 5_,�`` 1 MATER LINE 53 0 - - 320' of 2 RCP a 0.27 ° �/ �ij a� ` \ g =- -'`• %0.p E I 10' DUASE 110' of 21 0 0. 10 DUdcsE - 9AQ` p 10' DUASE / 102 B , 1 L 834.9 I I I I F-- - - L . - - - - / :> : ' _ �►K { ► I , I, X. ' _ -'� �- - - �- - - - - -'w,4� _ _ 40.00`: 4b 00 ( 38,11' a. 157.00' - - t 79 1 i 53.50'' A0 i� 40. 40.00 40.00 11 ;_ l ; ` `� ' ill liU -- - It- _ O0• 4000 40.00 4000 40.00 40� , d } -� A 4 54 -- - k I I II 10' DU&SE 184 of 12 RCP 0 I t s I Y 117 316' of 1 30X �; !I D _ 110 of 18' RCP 0 0.45 834.e - �n � ' � ` 834.9 � So' R r l f � oaT I _ g 7 834.8 g � I ! 4 �s. r, f 85 84 I 83 8 81 80 78 77 76 g -___ ESERVAnoN , - - 79 835.0 E EXI -n 24'(18' _ 4 f m _ _ 835 835. 835.2 834. 5 { I � J 834.2 834. 834.5 834.7 � I r•, � I - �.� �A1 835.1 W 131 m 834.9 834.7 834 8 $ 835.0 € l '1 I S �`` ' l� i I �-3) ;i EXISTING 24'X1$• r . a N o � 8 t0oa0o' i ' INVL$ 31 - CMPA ^` I BL t { f ( INV- 827.52 N) J � � 39 if --� � INV- 827.72 S) 8 ?? 56 L. , s _ 7Z 29 $4' 40.00' �IO.DO' 40 00� __� - 40.D0' 40.00 40.00' 40.D0' 40.00' 40.00' 40.00' 00' 6643 4 Cn e I _� `; i N 1g I 835 4 I� ,r r- ► �.. I I m� 835.3 �: i H 6 +37.t j, toe oo' ' _ PH o.55x ,2o PM 3+00 o.sox 4 +00MOU LANE 5+ P" 6+00'.6+24.11 ( ( ! I I C M 0•,00 0+13 1 +00 1 +99.45 _ w _ 5 +19.45 SOX' a 11 I o I 3 ul - _ ® ( ,� UK 'D' �x gk F` a+ _ N I 3 �� COI�II�ON AREA t - I r I I 835.3 2s. 1os 40.00 29.00 N � `•� BLOCi� "A'� 20 ITM 20' DU&SE: 14 20 Dud , I 21 3 0' f-- - �� - - - - - - - - - - 0' I (� �+ DRAINAGE EASEM!_i�T} 58 - - rI I 50' � �' 835.1 .� 1~ I I i I I f I j I i E f iAi 3 ! rf 1 .00' �,J 86 87 88 89 90 91 92 93 94` 95 g - 9 i, LID J •� m �8 7 98 Es ; „ 5 I ` � � � �' 834.7 '`� � I . � . - � _ '' l � i I $34.9 834.7 $34• ; 834.2 $ 834.2 834.5 835.0 $35.2 -_ 835.2 _835.0 834.E 834.8 835.0 B 59 N 1 a �I I 1 - � I..-J N N �NI-1 I�L.� �---� N N � I M f I , � � .,.. _ _�• ; ;. �- - o'er ,5 I I 834.7 Z. 834.9 _ r`I 3p' of t5 4. CP I I _ - - �r � - m �� 5 '� ji41 j� » 0 #' of 1 RCP 0 02�L I € - -- - - - -- - -- - - -- -- of 15 RCP 0.30X ° 22 8,i DU&SE 125 1 22 35X 122 �' 18185E ST�9IlFACf - 5' ROR- S'Elf. - 86 s•+ 11182 f 15 . RCP 0 0.23 5 NON_ACCESS ESMT of 15 - _ : t -� I iI FOR ENTRANCE ON ACCESS ESMT. - - ' -1 - i EB '� 4 PAN 1 4- a -I -�-.. l`' , L SEE - �. SHEET C301 $ . `.Fb, 2. of i2 -. 0 0.35X 114 . t 0+34.3 1 +00 o,�1z 8,w 1 +75 2+00_. 300 126th STREET 4+00 o.50X w . S +oo Asa -_ s+a0 tea_ Y' %* i i t x -- - _ _ _ - -r. - -►-- �- T- Y ��� ~ e Z _ �o0 50X a :� ... ! _ _ _._ - _� fin' ✓ i o• 1 83188 m _ 5D _. _ , .. __ _ . _ -- A �I Sox .. 7 +00 I.Stz 10+00 3760 - - -- .. „ -- , - - -- _. -- .._.. ... -.-_, 834.18 -_ _ -�- -- - -- ,_ , , ., - - 834. 8318 -- . ® _ - _ �� - �-- ts�Lt?11- 6+V74.55._. ,- .... _ _. 1Z4 � �- O L)NE A - � -fi. ,1e -- �► - 99 �. �Vi.L .: 12 RCP 032X a 12 0 0.32% I f P IV C d S r-0 - ,. CD J E ,Y � r 1 0 1 2 3 1 4 1 5 1 6 1 7 1 8 9 10 11 12 13 14 15 • No. 9300469 STATE OF UINVIC j��Zi✓' CER11F1E0 BY 0*0 THIS MAIM AND THE DEAS, DESIGNS AND OONCEPIS CONTAI IM HM ARE 1W DICWSIVE IIIEU ECTUAL PROPERTY OF SCIRREDER 00R6E1M (AfRPORAIION ARQ ARE NOT 10 BE USM OR REPRODUCED IN *01 OR IN PART, WNW THE wR IM CONSENT OF 011MI R t1R6IREEl" CORPORATION. ©1995, Schneider Engineering Corporation r" &bn&dq �o ra.#i�n 3020 North Post Road Engineering Indianapolis, Indiana Surveying 46226 -0068 GIs 0 US 317- 898 -8282 Geology 317 - 899 -8010 Fax A Partnered Entity with Bohlen, Meyer, Gibson & Associates, Incorporated C. P. MORGAN COMMUNME5, L.P. PARISIDE VILLAGE SECTION 1 & 2 CARM 94 INDIANA DEVELOPMENT PLAN Date Project No. Drawn Approv. 021/23/96 1054 DCC F F3 C D Coilnpnter rues Sheet Nu$ A E 54\5DWP\01 \10 54001.DWG 10L DWG XREF. 105402PLDWG XREF: 1 \1054\DWGS \054 \1054.DWG