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CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY CORNER MONUMENTS DURING CONSTRUCTION. NOTE: ALL PAVEMENT MARKING AND SIGNAGE TO CONFORM TO THE CURRENT CITY OF CARMEL STANDARDS AND THE INDIANA MUTCD/INDOT STANDARD SPECIFICATIONS. �������������� �.�� ��.�.�.� ������� PROPOSED LEGEND LIGHT DUTY PAVEMENT HEAVY DUTY PAVEMENT CONCRETE , � . II RIGHT OF WAY ASPHALT PAVEMENT RANDALL BYPASS (N—S LEG) RIGHT OF WAY ASPHALT PAVEMENT RANDALL BYPASS (E—W LEG) 1.5" MILL AND RESURFACE CONCRETE DRIVE WITH DEPRESSED CURB & GUTTER �q 6" STRAIGHT CONCRETE CURB 96th STREET PAVEMENT SECTION O 2' CONCRETE CURB & GUTTER STREET CUT REPAIR �,. �,. �,. �,. �,. �.�,.—� �.�,.—�__,�..—�_ ,�..—�_ ,�..—�_ ,�..—�_ ,�..— �.�,._._ ,�..—�_ ,�..—�_ ,�..—�_ ,�..—�_ ,�..—�_ ,�..—�_ ,�..—�_ ,�..—�_ ,�..—�_ ,�..—�_ , _ , , :: 8" REINFORCED CONCRETE WITH 2'X4' TOOLED JOIN 2. CONTRACTOR TO VERIFY LOCATION, SIZE AND 0 30 60 ;,� (COORDINATE PATTERN WITH OWNER) DEPTH OF EXI STI N G U TI LI TI ES PRI OR TO �� ��� ._ ��� ._ ��� ._ ��� ._ ��� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� :, ,� � � � � �_ �_ �_ �_ �_ �_ �_ �_ �_ �_ �_ �_ �_ �_ �_ �_ �_ � . _.,_. _ _. _ _. _ _. _ _. _._. _._. _._. _._. _._. _._. _._. _._. _._. _._. _._. _._. _._. _._. _._. _._. _._. _... �.._d\ ��_�._�'� ��_�._�'� ��_�._�'� ��_�._�'� ��_�._�'� ��_�._�'� ��_�._�'� ��_�._�'� ��_�._�'� ��_�._�'� ��_�._�'� ��_�._�'� ��_�._�'� ��_�._�'� ��_�._�'� ��_�._�'� ��_�._�'� ��_�._�'� ��_�._�'� ��_�._�'� ��_�._�'� ��_� '��'��_� 5 COMMENCING ANY CONSTRUCTION. CONTACT EN GI N EER I F VAR I ATI ON EXI STS. SCALE: 1"= 30' � ,� , � r ., :.. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. . .. . . . . . . . . . . . . . . . . . . . . , .. . , , , , , , , , , , , , , , , .., .., . �.,. �.,... �.,. �.,... �.,... �.,... �.,... �.,... �.,... �.,... �.,... �.,... �.,... �.,... �.,... �.,... �.,... �.,... �.,... �.,... �.,... �.,... �.,... �.,. �.,... �.,�.. �.,�.. �.,�.. �.,�.. �.,�.. �.,�.. �.,�.. �.,�.. �.,�.. �.,�.. �.,�.. �.,�.. �.,�.. �.,�.. �.,�.. �.,�.. �.,�.. .�.,... .�.,... .�.,... .�.,... .�.,... .�.,... .�.,... .�.,... .�.,... .�.,... .�.,... .�.,... .�.,... .�.,... .�.,... .�.,... .�.,... .�.,... .�.,... .�.,... .�.,... .�.,... .�.,... .�.,... .�.,... .�.,... .�.,... .�.,... .�.,... .�.,... .�.,... .�.,... .�.,... .�.,... .�.,... .�.,... .�.,... .�.,... .�.,... .�.,... .�.,... .�.,... .�.,... .�.,... .�.,... .�.,... .�.,... .�.,... .�.,... .�.,... .�.,... .�.,... .�.,... .�.,... .�.,... .�.,... .�.,... .�.,... .�.,... .�.,... .�.,... .�.,... .�.,... .�.,... .�.,... .�.,... .�.,... .�.,... .�.,... .�.,... .�.,... .�.,... .�.,... .�.,... .�.,... .�.,... .�.,... .�.,... .�.,... .�.,... .�.,... .�.,... .�.,... .�.,... .�.,... .�.,... .� ; -.- -.. - -. - ..: - �.: - �.: - �.: - �.: - �.: , \�° ,. \:° , \:° \:° \:° \:° \:° \:" \�� ;� B1 4" ROUNDABOUT CENTER ISLAND CURB�� � 6 � .� �, �, �,. _, _, _, _, _, _, . _, . _, . _, . ���.. ����. ti�,... ����.. ����.. ����.. ����.. ����.. ����.. ti��,... ti�,:.. ti�... _ .��_. .__ ���_. .__ ���_. .__ ���_. .__ ���_. .__ ���_. .__ ���_. .__ ���_. .__ ���_. � � ; DEPRESSED CURB AND GUTTER WITH UNDERDRAIN '� ,� '�4�� ,.ti. . �'\z..,.ti.�.. �'\z..,.ti.... �'\z..,.ti.... �'\z..,.ti.�.. �'\z..,.ti.�.. �'\z..,.ti.�.. �'\z...-��_... �'\z...-��_... �'\z...-��_... �'\z...-��_... �'\z...-��_ :;: �y .. � . . . . � . �..� ;.��'OC CURB TURNDOWN � OD CONCRETE SIDEWALK E 24" CROSSWALK, THERMOPLASTIC, WHITE 0 E1 24" CROSSWALK, PAINTED, WHITE QF YIELD LINE, THERMOPLASTIC, WHITE O DIRECTIONAL ARROWS, THERMOPLASTIC, WHITE Q DIRECTIONAL ARROWS, PAINTED, WHITE OL CONCRETE ROLL CURB QM 24" STOP BAR, THERMOPLASTIC, WHITE � 24" STOP BAR, PAINTED, WHITE OP 3' INDOT #73 STONE SHOULDER (6" DEPTH) W/ SUBSURFACE DRAIN SEE CARMEL DETAIL 10-9) P1 3' WIDE ASPHALT SHOULDER g R A.D.A. RAMP (TYPE "C") R1 A.D.A. RAMP (TYPE "G") � A.D.A. RAMP (TYPE "K") � A.D.A. RAMP (TYPE "H") QS STOP SIGN (R1-1) S1 YIELD SIGN (R1-2) ��:.- �:.---_z�:.---_z�:.---_z�:.---_z�:.---_z�:.---_z�:.---_z�:.---_z�:.---_z�:.---_z�:.---_z�:.---_z�_._�� SQ CIRCULAR INTERSECTION SIGN (W2-6) �; � STREET NAME SIGN (W16-8) � �` . SPEED LIMIT SIGN (W13-1—A) � � �` : ; S3 PEDESTRIAN CROSSING SIGN (W11-2) :� ��`�i `�i„� `�i� `�i„� `�i„� `�i„� `�i.�»�- *`�i.�»�- *`�i.�»�- *`�i.�»�- *`�i.�»�- *`�i.�»�- *`�i.�»�- *`�i.�»�- �y 4" SOLID YELLOW,� THERMOPLASTIC Y1 4" SOLID YELLOW, THERMOPLASTIC, DOUBLE Q 4" SOLID YELLOW, PAINTED, DOUBLE 4" SOLID YELLOW, THERMOPLASTIC, DOUBLE, � DASHED ON INSIDE QW 4" SOLID LINE, PAINTED, WHITE Q 4" SOLID LINE, THERMOPLASTIC, WHITE 12" BROKEN LINE, THERMOPLASTIC, WHITE � 3' LI N E& 3' GAP � ) .___...����_...����_...����_...����_...����_...����_...����_...����_...����_...����_...����_...����_...����_...����_...����_...����_...����_...����_...., 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 LOCATI ON S OF SAI D EXI STI N G U N DERGROU N D UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1— 800— 382— 5544 CALL TOLL FREE — INDIANA UNDERGROUND — M � 00 � O � � H W � � 0 U p�N O U Q � M � � � � O (n N � � 0�� � Z Z M v J � i W � � � � J = O � . � Q � � � Q ti ti°z"' _ti � M J W � � U Z z � � a W � � � Q � U � W � Q � � ■ ■�Q ■■ ```������� � � � ��������ii ��,• � FETAy �%. .� �,�- � �'��i % ��• �.� �G�STE .C' '% ; � RFo � ; � •� � _ . No. . _ _: :_ _. ._ � � _. ._ 19900549 - • - ; ° �'. STATE OF � �; �� ' �v� � � �%���'�� �ND NP '��•. ,,��F �A ��� `,. � � � � S ,,�/pNA �. ii�� �� • R TI FI E D B Y � 0/1 � 2013 � � J a J 0 � � Z 0 V V � � � � � H \ � Z � � � Q � Z W W � a a � W V Z a � � Z W � � r N W C� � 0 � � � � ■ � .. Q� w o Z Z � � aa 0 � � � w Q Q a —z � oc _ � W � �w � , W � Z � oQ 0 V � N r W � � � � � J �a a Z � Q � - � � � a z U � � � � 0 w � o� J � � W W�� J W OC W Q � � � V � � � � �+ � � DATE: 12/21 /12 DRAWN BY: PED CHK'D BY: AF �OB N 0. 2012. 01436 REVISIONS 3 ADLS/DP 06/04/13 4 TAC 08/16/13 5 COMMENTS 09/10/13 6 COM M EN TS 09/25/13 7 COMMENTS 10/09/13 SH EET N 0. �F 2012. 01436. CE. 04. C201. EN T. d wg