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I ; �: � ; �; i � �: � �� � t ;; � � , . � � � ° �'� � ; "C�'� r't'r�,� ; � �r�'�.�� ��� II ; €.. ,�,� .3'� � t �,' �;�'� , `�`� ` � ���t���'',f ` s� � � � �� � i i. � ; ; : ;� � � � o� : ; �i , ; ; ;� , ,�� � � �; � � ; � �, ; �, I c II ; .; ; „ � � ` ; : �; � �� � '� , „ � � : �;' � ; h ' ���:��I �������' . ; ; :: � �� � ;' ; � � � � � � II ; � ' i ti � y \ r[ � � : � �! � ti { ' � � 1 �! . � I � � II � � 0' - 40' 80' SCALE: 1 "= 40' > > > > SCALE: 1 "=40' (HORIZ.) 765 1 "=5' (VERT.) 765 100+00 101 +00 102+00 3 °������ � N OTE: � � ;' THE CITY OF CARMEL REQUIRES A MINIMUM OF 2.5' ` OF COVER OVER STORM SEWER TO FINISH GRADE ; ELEVATION. A VARIANCE HAS BEEN GRANTED TO ;� ALLOW LESS TH AN 2.5' OF COVER I N CERTAI N AREAS � ��..._...•�..._...•�..._...•�..._...•�..._...•�..._...•�..._...•�..._...•�..._...•�..._...•�..._...•�..._ �•�..._ �•�..._ �•�..._ �•�..._ �•�..._ �•�..._ � � � ` ASPHALT SIDEWALK �MPX�� 3�� / � � �� / � -��� � ;.. ,� : w � � 0' - 40' 80' SCALE: 1 "=40' W y�� � � � c� �4 � T � '�n �� � � �� � in�r(s): 727.52 � . �`� � �`��; ' �� .�� �, �; � ,�� L1J �� _ � � in�(n):727.49 � � � , � � � � �` � � ��� � '� �� I \ s -r��+ I' `�3 � 'I ' � � � � ��y i� 1 � --: � �. � •'• . �� I ���,� �� ��" � �� � � .� � � � �� � ° . . � �+� . .t . c � 5 �a7 � � 4 � � �� � � . �:N ` 1 1 1 1 1�� a :.� +� --- - ,�'�� • , .� ,• � . . 6� � �� X. . r � , ; � .�. �yr�,, � ; .. . � � �° � �� � � � � �� ��� � � / �� �� 1 -� � o a �; � � 4q .. ��y* �, �, F. �� : � f ��� ��� �, 9 r r� w � - � � � �`:�- '�'�� ��, ��� ; �� � � ,� • �a � � �. � �� ��� � •. : ` � � � .� ; � : � �� ; ---- -- � � � � ; ..� �� � � � ��� � ' ' `� , a � � � � ���' ` {�r� � i �y�, r t^ � �� ^"� ' • 'a ` �. .� � ` ;6• � � � �� � �; � . ` �� �, �� ; h � I °Q� � . tf � � 1 � � � � � � 4 � I .a � \ \ � I ` 444�ti�� 1 I a ''' � � � , � � � '' 4 5 �_ � ` I , f- j � �R44ti4ti� � I •r�,•�. .f �` � � �` I A k � ,�` ` f � h �-. ` �I�� � •6 S �4 � 4 � 760 755 ;� o � o ° � o • � + �; ; o � � N 750 ` �� :�� �� � a w � H J N W 745 ` ` � , . , ;�� �� � . , �. . � � , ,,�� � ` �; `�+ 3 ' � � � � � ._.�._.�. -�- ' a _� ` ��I � � � � � ; ; : ; �', \ ;�� ��. � , � � _ ,;� �; � .� � � �. � ,.�.��`1 ; ,-�, � � � 'l� � � �� i`• � 4�. \ 1ti. �\\ i I � I � - . ,�.. � � . �� �•� ` � ._,__ ; �'� �...._ -� ��.w�.� � J � �. � � 3 �`� �� ��. � ` J �� ' � r ; � �� ;� �� � � � �' � Q ; I � . ',; ,; : � h � � 1 , I I `•� I � __t° �,�4 ` `, ; � ' �.. � 736.26f M.E. ., � .� � } ,�� � ,�� z �� : � � ; ��� � • � a��^, L 4 � ` `, �' , I � .Y � � O• � + � 1 � � y r �'� ' � �� ' �7 � . ` � � I � � ..... ... � s ;� ; � �• � � � � ` . . . . . . . . . . . . . . '� # ; , i I I r' � � . . . . . . . . � �1 �\y��• L� � � ` � � � I � � � .� � � .� - , �y ; r 4.', ; ti , �' I � , �,,\ �� . ; ,," II ; � ,y���.� . ; �; ,.. I � � �,..� ; : � ; I I � � � � � � r ' �� :� � � � � � � � ,� �` � : � ' I � �-- --------- - � � ` � , , � , . � � �:`:,�� ; , � .. .� � � ��� � � � � � � � : � ` ' a, \ ; j I F. � . � + �;' . • � . • . • - . ' . ' �. ~ `` ' �' `��,,��' ° ` � �` n`, �`n�� '�� � I \ d �x ; . ,i' � ' r . a . . �• � a �`�f` �i �f`� � �'i ` �( ,y � � i.' '! : • I , � � • ,� \ /?� .3"/p-, � / , � � �, �. � � ...� ��� �� ; � ; ; .�.r .� ��,`�` ; ; � �: `�� I , , -�;-- � . ; : ; ; �� .��� ; �' . � . � � �,��,�'�` 1;2" � � � s � � � � � � '� t� I , ,� ; :'\ °� � ,•`\ ,'\ • / : , �i, � C` �� d �- � � ; ; �._,�_ ; : ; : ; ; : �.�.`� : : � �.�. .:». �.. �.. : ��. �.. ,, � ; , I I I �� , � � .;�°` � ; � ; : -, 739.10 � �► �. ; ; ` ; I � ' �. ,� � � ' ; �� � � � ; . , _ ; � ; �; : � � °�� RAN DAL L BYPAS ..� - � � � ����� � ` II , � S � ♦ ° � � _ . ' � ���`� � . � � v� � � . _ �_... �.....�-- : t..�.�� . � � . ; --~� �i4 ` ' ' �PROPO���D 100 YR � ` �,,,..,� h t4t�t«�� , .� �,. , ;_.. ; ; � �.t.,��ti4,��ti4�.ti.,.ti,.ti,....., ; ; � � exist cu r� � � �,�,�.�. � 4 ' �FL00�?�LAI N � . �� .� � � ��� �� � rn � tr: 734.76 ` ''� .: �� , � ` • � � `` , �.. ; • � � �� .�� � .���,����; : �__...: � ; ; ; � � e). 73' ��� ''� I `�ti�.� � � ; ; . , ,�, � , i . �,�__, -�-- .�_ � � � : ; �� � in v, 73. 1 ?z._.-' � ' � ` U `�` ` �• � � � , , I `` �� ; : �I �� ; ; � � � : �al l � �` T' � i � � � �;'� : : � � � � i ; .:�-- . � � � � � II � ° exist curb `;'�,°.___ : �, _�� :.._._ � � � � r ° � ,�� � tr: 734.86 f�, t,__...'\ ;' �.,__.. • � ``� � �,�.. ,__... � ; rcp `. ;� ' �� i inv(w):73� � � ' `� � � ` inv( s :732 � � ����� � �~ ,� ���I ♦ � I�,.� � , �``��o � � ,�,�,.. � °a � ' �CON STR U CTI ON (co�r�c p � � ' �� LIMITS TYP. ���� ; 4 � � ) + �. ; . � : I�I I� : II REFER TO GRADIN� PLAN FOR ROUNDABOUT;' GRADING � PROPOSED GRADE 740 � � � 2• �0� : � __ _ _ _ _ � 735 � EXISTING GRADE � 6' _�_ 4' _�2 730 725 �!'� 200+ 00 12' CONCRETE ROLL CURB 2� SLOPE » » - �: �: �: �: � �: �: �: �: �: �: PVI STA = 201 +15.27 PVI EL = 735.99 L.P. STA = 201 +49.64 L. P. EL = 736.20 � N �. �m� + M �m� N_� � U �mm m � N � �� � O M o ^ N � � 5 5 a a 24" RCP STORM SEWER I N V: 732. 89 _.� SCALE: 1 "=40' (HORIZ.) 1 "=5' (VERT.) 760 M M O� N co � +� � N �� �� a w H J N W � N �¢N +¢M o ^ N-� U¢� � W W 18" RCP STORM SEWER I N V: 733.16 6 � � I� I� � � N I� I� � co co c� �� �� �� 201 +00 60' RIGHT-OF-WAY _�, _�. ��, _�. ��, _�. ��._. � �VARIES (12' MAX.)� �,.��.�,���.�,.i��.�,.i __ CENTERLINE ELEVATION AS SHOWN ON ROAD PLAN & PROFILES 12' CONCRETE ROLL CURB 2� SLOPE � REFER TO SITE DETAILS FOR PAVEMENT SECTION RANDALL BYPASS TYP I CAL CROSS SECTI ON "A-A" N OT TO SCALE 202+00 2� 4' �_ � 755 750 745 740 735 730 725 � 3' � CM qk), FUTURE SIDEWALK (BY OTHERS) 6� PERFORATED UNDERDRAIN (TYP). EXI STI N G LEGEN D � BEEHIVE INLET � CURB INLET Q DRAINAGE MANHOLE Q MANHOLE � GUY WIRE � MAILBOX • GUARD POST � RIGHT-OF-WAY MARKER Q SANITARY MANHOLE -� SI GN � ELECTRIC MANHOLE m ELECTRIC METER �c LIGHT POLE � POWER POLE � TRANSFORMER -� GAS MARKER GV � GAS VALVE i-O BRACE POLE � U TI LI TY P OLE e TELEPHONE HANDHOLE �T TELEPHONE MANHOLE � TELEPHONE PEDESTAL JI� TELEPHONE BOX o DETECTOR HOUSING � TRAFFIC MANHOLE fi� TRAFFIC POLE � TRAFFIC PEDESTAL � FIRE HYDRANT �O` SPRINKLER VALVE Q WATER WELL � WATER M ETER � WATER VALVE � CONIFEROUS TREE a DECIDUOUS TREE PROPOSED GRADING LEGEND M.E. MATCH EXISTING EP EDGE OF PAVEMENT BC BOTTOM OF CURB TC TOP OF CURB 000 CONTOURS ••• FLO W LI N E TC 000.50 CU RB ELEVATI ON S BC 000.00 000.00 SPOT ELEVATIONS BENCH INFORMATION C1929 DATUM� INDR TTA-15 AN ONE INCH DIAMETER STEEL ROD SET 1.0' BELOW GROUND, 2.0' S. OF THE W. END OF THE CARMEL CREEK N. HEADWALL BRIDGE ON 96th STREET; 0.93 MILE E. OF KEYSTONE AVE. ELEV -737.87 ASI TBM �30 DISK STAMPED "HAMILTON C0." ON NW WINGWALL OF 96th STREET BRIDGE OVER CARMEL CREEK. ELEV -742.60 ASI TBM �60 CHISELED "X" ON SE BOLT FIRE HYDRANT; f600' N. OF 96th STREET AND f30' W. OF RANDALL ROAD. ELEV -739.76 ASI TBM �61 CHISELED "X" ON SE BOLT FIRE HYDRANT; f300' N. OF 96th STREET AND f30' W. OF RANDALL ROAD. ELEV -738.37 ASI TBM �62 CHISELED "X" ON SE BRACE POLE; f60' N. OF � 96th STREET AND f200' W. OF RANDALL ROAD. ELEV -740.11 CAU TI ON ! ! THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ( including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others ) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO AN Y AN D ALL CON STRU CTI ON. 1- 800- 382- 5544 CALL TOLL FREE - INDIANA UNDERGROUND - N OTES: 1. CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY CORNER MONUMENTS DURING CONSTRUCTION. 2. CON TRACTOR TO VERI FY LOCATI ON, SI ZE AN D DEPTH OF EXISTING UTILITIES PRIOR TO COMMENCING ANY CONSTRUCTION. CONTACT ENGINEER IF VARIATION EXISTS. N OTE: IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTILITIES, THE EXPENSE OF SUCH RELOCATION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. ALL UTILITY POLES SHALL BE LOCATED WITHIN ONE FOOT OF THE PROPOSED RIGHT-OF-WAY. � FLOOD PLAI N STATEM EN T `; THE SITE IS LOCATED WITHIN A FLOODPLAIN, AS w INDICATED ON THE FLOODWAY INSURANCE RATE MAP .,� COMMUNITY PANEL NUMBERS 18057CO236F, DATED �� FEBRUARY 19, 2003. �� ._ NOTE: NO EARTH DISTURBING ACTIVITIES MAY COMMENCE WITHOUT AN APPROVED STORMWATER MANAGEMENT PERMIT � � ao � O � � z � � 0 U p�N o � M o ��., Qc�c�i.� ��� o (� N � � � � ~ � ZZcj v J � L w � � J � � _� o �Q� �Qti ti°z"' _ti � M w � � U Zz - 0 � W � _ z ~ Q �■■� U � W � Q � � � ■�Q ■■ ``� � � � � � � � � � � � � , , ,,, ��� �,,• `� FETAy �%, .� �,` : � . �(,'/ �. ��` Q' � ���STE C' '% � � RF� � � � � � _ . No. . _ _ * 19900549 * _ � ° �'. STATE OF '� �� �o. :��,, •,�,�••., /H��AN�` .•�����• .,F .. �� ��. � �sio� ��� ,,,, N A ,' 1` • ERTIFIED BY 10/1 /20�3 W J � � J � � r N � W 0 � � � � � . � .. a� w � � � � � Q Q o � � � w Q Q a - Z � or _ � W � �w J , W Z � � � a 0 V � N r W � � oc � � J J Q aZ oa � � Z � � a z U � � � � � w � � � � � W W�� J W OC W a � � � H V � � � �■+ � � DATE: 12/21 /12 DRAWN BY: PED CHK'D BY: AF �OB N 0. 2012. 01436 R EVI SI ON S 3 ADLS/DP 06/04/13 4 TAC 08/16/13 5 COMMENTS 09/10/13 g COMMENTS 09/25/13 7 COMMENTS 10/09/13 SH EET N 0. OF 2012. 01436. CE. 09. C500. R D P P. d wg