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LI N E STM - �6 , � Q � � ; , �� � LINE STM-04 � ; � . � � � � � , ; � -�-- � �� � � � , .� ., .� , �� I o z � ; , ��,� _ ; ,� _ � ; � �. � � � � � � e � � � , � �. �� LINE STM-05 �� � ; � , � � �-�-- . , � . f� � N , �s � ; ; aa �v' saac oe« oo¢ �s ss� � � �° , � � \ . � ,� � I` q-���� ,f � , �; , ., . � I ' � ���� � `"J2+��� � i���� ���� �° �� � �� "''��, 6��-0� � ♦ � �p �� � I` o �, , 00 Q� ,�y, 7� �'` � ` � ^ I � , � � ' + • �r F t �� •� � , .�L✓ � ' � � 1 ` 1 � ` � iA u CJ � ` � � ` • ' ` , � � � �.._. ��' t , � � � � y O � � I � � + ' , ` "� � � � `` � �, p ' � O ` "• ____________________. i � �I (Y� • ; ; �. �, :.� �_v 51+� ;ti , �� ,, •,�� . , . . � , ; ; 1 �. � �- . � �• � � � �: � � cn � � � � �� � � � _ � I �' � � � :� Y � � � � � � � � w � . � ; � • F� � � � � ,` � . . � � � � � � � ; � � I ., �� � � ; ,� � � � STORM STR #9 � �`�, � � I � � � ; ; -�- °, ��: � ' 0 �� € � . ; : �� � � � � TR: 740.62 ' , ; _�,.. � �.,.,. �� O � F � �� ,� ,� �� � � ,�'� .. oo STORM STR #8 � �� ; 5 � � STORM STR #9 � � --� � � . � �-- ' � ' I � �� � � � . � `� �f � �� "� �' __.. ._ . - - - - i�.__ TR: 740.64 a� -�- � t� STORM STR #7 ��~ STORM STR ��� � �� � � � � �.� �� a �� ; � TR: 740.62 � y � � � � � cn � � � . �, � ������� `�� �� . ;�� � . . ,.,; ; ; � r �^ � --�-� ,.� ..�, .� � �_:.-�:� z n.. � ��������� ���,�, � �� TR. 741.00 ; � , �� , :�. � � � �'� .� �z ; ..--� .-�-- �- � � �. ,�; �.� �, ���, � � �.� �. ,< Z _ \\ � _ ; TR. 740.50 � < < �� : � � � ��� � t : � , ___ ___ .__ `���� � � � ; .-� � ���� ... � � � � �� � � � STORM STR 25 ;; ��� �`� . ��'� ;.. ` r � �. ���� ..� � ���. �'�� ��r* o , � ..._ �,�....` ����\\\���� �. �^ � ,� .�- I � �r � �' d � € , . # ` � ��� .�� ; �` �� � �-� � � ���� .,� ���t������ �- .-� �- � �" , � �� STORM STR #27 i � � .. . } TR. 740.55 , � � � , � 0 �` � ; I ; : � � ������\\ ; � I N V W : 733.85 �. � � � �, '� ; � � __________________________________ __ ____________________<i � �,�,___________ ______��� ���� ___ _ _______����������������������� ���������,���������������� ��������o"`����� �` � � : �� � � �� s ; • • ; � ; � � , � � ' ` W �..���.::::.:::::: ::::.:::::::......... �� - � : . � . � . , �� � '�..�` _ ..�,�__�.�.�_..,,.,-�. _'�._�.«.�......,,� �` 4\� \ x � I �} � ` � i ,i i ` � � 7 � � . � � I � > > ,�, , ,�.� ��, , ': E . 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W � N �� ..�_ � �` ���� ^�i�i� ���� ^�^ �� I � M � - � ap � �' 00 `� � Q � ------------------ � � � � � � � �' � Z W (� � � � � �' � W Z � + � � � i� � � � Q � �.�0� ap O �O ()�.�p �(j(jZ - N ��.� .�: OQ�� ���� �Q ��I'7 ��� �I'7�� �i�� � ap H • � � H I� O � ` ------------------ N p � �' � ; H H � � � �' > > > > � � � � M Z Z Z � � � � � N W Z W � � � � W W � � , . N � � `�� Q • .:NN��ZZZZ NNH�--- I���� � ,�� �� � �O V�M � cp 0O�~� �`' �� ��� � � ��� � �> > > 0 ��� � � �O �W ' 00 ��� �� ,, cOr � ; ZZZ �ON�I� c� w N +��j�i�� � �����.N ; N +� � I� :' N +� �'I� M � N��~�'� r � Q�. �� ��H�.�--- � N 745 o�,n�••^ oQ�'''�`�' 745 745 � oc� ••.. ; 745 745 ooN ...... +•c�� 745 � �. � o o �-� C� '� �c���-�wz �co� W ����-tn w Z �� �� � -Z ;`�, ��c?�ao-� w � • • � � ��� cn cn � � _ � � v� : EXISTING GRADE � • • � vvv � „ � cn O Q . . � > > > , O Q . . I �. > > ...�.�= M � I� M W � � �� I ; ���cn ; .. NN��uzzz ; NN�Q�zz ; ��� � »> oQ � � cncn���zzz �� IWZ � ; � NN�� - � ; � � �, PROPOSED GRADE ,,:> : PROPOSED GRADE PROPOSED GRADE ' : � � y .•' : � . - - ---- ------------------------------------------------- • • � 740 740 740 � : 740 740 EXI STI N G GR AD E 740 � � � _ J o Z Z � EXISTING GRADE ; � � � � � - � aQ � _ ; _ �o -- � ` -- --- --' HYDRUALIC - � � _ - - - - �' - _ w Q � HYDRUALIC '� - _ � GRADE LINE - � � � � HYDRUALIC � Z i GRADE LINE � - ------ � � w � o ;� � GRADE LINE � W w � 735 735 735 � ; 735 735 735 � � � � � J °� ` .`' GRANULAR BACKFILL o , W w GRANULAR BACKFILL � � � � � , REQ D. Z � REQ D. � �`�� GRANULAR BACKFILL � � _:� � � o � � REQ D. a °• 730 730 730 -� �"'��� �� �; 730 730 730 � N V � ; ,; � N ,� 70 LF OF 36" HDPE �� N � �,C� 0.35� SLOPE � » r w � :. 169 LF OF 27 RCP C� 0.26� SLOPE „ cn �,.__ ���� :.�,.�.�..�«_ =��._ .� ��. .�,._ ..�._ -� 70 LF OF 12 RCP Q 70 LF OF 12" RCP ��14 LF OF 36" HDPE 108 LF OF 27" RCP C� 0.35� SLOPE � �25 C� 0.60� SLOPE 725 725 � 0.34� SLOPE C� 0.37� SLOPE 725 725 725 J J i U � W �� 00 O N N � 00 N O� � O� co � � I� � I� � 00 00 � 00 c� r� O . . . . . . . . . . . . > Z �� O� I� M I� � I� O I� � I� O o0 � 00 � �� I� O o0 � � � �� �� �� �� �� �� �� �� �� �� �� �� W Q oc o �20 �20 �20 �20 �20 �20 � . � � 40+00 41 +00 50+00 51 +00 52+00 53+00 54+00 60+00 61 +00 J � W � �a � az 0 � oa N � � O Z N � � H � •• � � No�: W T � � ,� NO EARTH DISTURBING ACTIVITIES MAY COMMENCE � i ., � PROPOSED GRADI N G LEGEN D WITHOUT AN APPROVED STORMWATER MANAGEMENT __,,.: ,�..._ ,�..._ ,�..._ ,�..._ ,�..._ ,�..._ ,�..._ ,�..._. ,�..._ ,�..._ ,�..._ .�.:.- .�.:.- .�.:.- .�.:.- .�.:.- .� , O� � � EXI STI N G LEGEN D PERMIT � ; �� W z M.E. MATCH EXISTING � FLOOD PLAIN STATEMENT ` : �.___z 4 W � � � - �' �' �' �' �' �' �' �' �' �' �' �' �' �' �' �' �' �' �' �' �' �' �' �' �' �' �' �' �' �' �' '�' B EEH I VE I N LET � TH E SI TE I S LOCATED WI TH I N A FLOODPLAI N, AS �' ��� ��� ��� ��`._. ��`._. ���'__. ���'__. ���'__. ���'__. ���'__. ���'__. ���'__. ���'__. ���'__. ���'__. ���'__. ���'__. ���'__. ���'__. ���'__. ���'__. ���'__. ���'__. ���'__. ���'__. ���'__. ���'__. ���'__. ���'__. ���'__. �,_� L J � Q .._,�;•���"� `�` EP EDGE OF PAVEMENT .: ; � ,'� INDICATED ON THE FLOODWAY INSURANCE RATE MAP � J � 3 ; . ; � CURB INLET � ; o � NOTE. ; BC BOTTOM OF CURB � � . W CAUTION .. `;. COMMUNITY PANEL NUMBERS 18057CO236F, DATED a = THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS APPROVED � ; FEBRUARY 19 2003. ,` � � , Q DRAINAGE MANHOLE � � � � BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS. DEVIATIONS FROM THE ; TC TOP OF CURB o THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES � ° V � � � Q M AN H OLE \.__ -`�.__ -`�.__ -`�.__ -`�.__ -`�.__ -���.__..-���.__..-���.__..-���.__..-���.__..-���.__..-���.__..-���.__..-���.__..-���.__..-���.__..-���.__..-��-° � � � APPROVED DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR DIFFICULTY � � w ,� `, 000 CONTOURS � GUY WIRE SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND � ; DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD APPROVAL FROM THE DESIGNATED ; • • •• �� � � REPRESENTATIVE OF THE CITY OF CARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE �� � MAILBOX EVIDENCE ( including, but not limited to, manholes, � FLOW LINE • GUARD POST inlets, valves, and marks made upon the ground by o � DESIGN ENGINEER. AN EXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDED AS A � ��� _ � ;` REQUIREMENT ON AS-BUILT RECORD DRAWINGS SUBMITTED FOR RELEASE OF PERFORMANCE �; � RIGHT-OF-WAY MARKER others ) AND ARE SPECULATIVE IN NATURE. THERE MAY � � � GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS GENERATING VELOCITIES OF 2.5 FPS OR �� TC 000.50 CURB ELEVATIONS Q SANITARY MANHOLE ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR BENCH INFORMATION C1929 DATUM� � m � LESS OR 10 FPS OR GREATER (AT FULL CAPACITY) SHALL REQUIRE AS-BUILT CERTIFICATION AT �� BC 000.00 -� SIGN WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR , � � o ; THE TIME OF CONSTRUCTION, PRIOR TO BACKFILLING THE PIPE. THE CONTRACTOR IS INSTRUCTED : � ELECTRIC MANHOLE WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE INDR TTA-15 � � TO AS-BUILT EACH SECTION OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE COMPLIANCE �` 000.00 SPOT ELEVATIONS m ELECTRIC METER EXACT LOCATIONS OF SAID EXISTING UNDERGROUND AN ONE INCH DIAMETER STEEL ROD SET 1.0' o � WITH THE DESIGN PLANS AND AS APPROVED BY THE CITY OF CARMEL. ,`� �c LIGHT POLE UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR BELOW GROUND, 2.0' S. OF THE W. END OF THE .� TO ANY AND ALL CONSTRUCTION. �� ���� ���� ���� ���� ���� ���� ���� ���� ���� ���� ��� ���� ���� ���� ���� ���� ���� ���� ���� ���� ���� ���� ���� ���� ���� ���� ��� ���� ���� ���� ���� �-- �-- �-- �-- �-- �-- �-- �-- �-- �-- �-- �-- �-- �-- �-- �-- �-- �-- �-- �-- �-- �-- �-- �-- �-- �-- �-- �-- �-- �-- �-- �-- � POWER POLE CARMEL CREEK N. HEADWALL BRIDGE ON 96th Q GRANULAR BACKFILL � TRANSFORMER 1-800-382-5544 STREET; 0.93 MILE E. OF KEYSTONE AVE. . 12/21 /12 -� GAS MARKER • N �V CALL TOLL FREE ELEV - 737.87 . o -•••- HYDRAULIC GRADE LINE DQ GAS VALVE - INDIANA UNDERGROUND - DRAWN BY. PED � i-O BRACE POLE ASI TBM �30 CHK'D BY: AF � � UTILITY POLE DISK STAMPED "HAMILTON C0." ON NW WINGWALL JOB N0. `� TELEPHONE HANDHOLE OF 96th STREET BRIDGE OVER CARMEL CREEK. 2012.01436 ° � N OTES: - � �T TELEPHONE MANHOLE ELEV 742.60 0 � � TELEPHONE PEDESTAL 1. CONTRACTOR SHALL PROTECT AND NOT DESTROY ASI TBM 60 c� � TELEPHONE BOX THE PROPERTY CORNER MONUMENTS DURING »» . , 3 ADLS/DP 06/04/13 0 o DETECTOR HOUSING CONSTRUCTION. CHISELED X ON SE BOLT FIRE HYDRANT, f600 N � TRAFFIC MANHOLE N. OF 96th STREET AND f30 W. OF RANDALL 4 TAC 08/16/13 � fi� TRAFFIC POLE 2. CONTRACTOR TO VERIFY LOCATION, SIZE AND ROAD. 5 COMMENTS 09/10/13 Q � TRAFFIC PEDESTAL o DEPTH OF EXISTING UTILITIES PRIOR TO ELEV -739.76 � FIRE HYDRANT COMMENCING ANY CONSTRUCTION. CONTACT 6 COMMENTS 09/25/13 ~ � ENGINEER IF VARIATION EXISTS. ASI TBM 61 � � o O` SPRINKLER VALVE � 7 COMMENTS 10/09/13 �`'� Q WATER WELL CHISELED "X" ON SE BOLT FIRE HYDRANT; f300' °� N N. OF 96th STREET AND f30' W. OF RANDALL � � � � WATER M ETER ° o .. ROAD. �� � WATER VALVE Np�; ELEV - 738.37 SH EET N 0. .. � � �;.� w IF IT WILL BE NECESSARY TO RELOCATE Q Q CONIFEROUS TREE EXISTING UTILITIES, THE EXPENSE OF SUCH ASI TBM 62 Z w o N RELOCATION SHALL BE THE RESPONSIBILITY CHISELED "X" ON SE BRACE POLE; f60' N. OF � � Z a DECIDUOUS TREE OF THE DEVELOPER. ALL UTILITY POLES � , o - o SHALL BE LOCATED WITHIN ONE FOOT OF 96th STREET AND 200 W. OF RANDALL ROAD. �� THE PROPOSED RIGHT-OF-WAY. E L E V - 7 4 0. 1 1 v O F � � 2012.01436.CE.08.C401-C406.STMPP.dwg