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HomeMy WebLinkAbout201201436.CE.Final Construction Documents.2013-10-18-013� �� � �� � .` s ' � ; r _ 1 � , , ; � I � � },� -�- ,� ; � ; ; �� ' � � r ; s� �ss �a � � '�• "�. 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I -'-' ,'� � U ; Z �o ` GRANULAR BACKFILL GRANULAR BACKFILL �, ;� � � � � REQ'D. REQ D. 18 LF OF 15" RCP Q � . a °• 730 � � 730 730 730 730 C� 0.50� SLOPE 730 Q N V o ; � N ,�� N � � � � » » » r w ;� 117 LF OF 12 RCP C� 0.35� SLOPE 122 LF OF 27 RCP C� 0.42� SLOPE 153 LF OF 24 RCP C� 0.28� SLOPE �' ` 78 LF OF 18" RCP 41 LF OF 18" RCP 46 LF OF 18" RCP : ; ------------ Z ' C� 0.38� SLOPE C� 0.30� SLOPE C� 0.25� SLOPE a ` ' � 725 725 725 725 725 J � 725 � i > � ,� i � �, ,� W ' � LCi � I� � N � In N In N In O� I� � I� � l� In CO � CO � CO � � � � . . . . . . . . . . . . . Z �� I� O I� � I� � I� O I� � I� O I� O CO � CO O I� I� I� I� I� I� I� I� � � � � � � � � � � � � � � � � � � � � � � I'7 � I'r'� � I'r'� � Pri W Q : oc � �20� ; �20 �20 �20 �20 �20 � � .__. .__. .__. .__. .__. .__. .__. .__. .__. .__. .__. .__ .__ .__ .__ .__ .__ .__ .__ .__ .__ .__ .__ .__ .__ .__ .__ .__ .__ .__ .__ � . � 70+00 71 +00 80+00 81 +00 82+00 83+00 90+00 91 +00 92+00 J � W � �a � az 0 � oa N � � O Z N � � H � •• � � No�: W T � � ,� NO EARTH DISTURBING ACTIVITIES MAY COMMENCE � i ., J WITHOUT AN APPROVED STORMWATER MANAGEMENT �,. z�� z�� z�� z�, z�, z�, z�, z�, z�, z�, z�, z�, z�, z�, z�, z�, z�, � � J � PROPOSED GRADI N G LEGEN D EXI STI N G LEGEN D PERMiT � �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �` � � � �� W � M ATCH EXI STI N G : FLOOD PLAI N STATEM EN T `:.--_, z M. E. ; : - BEEHIVE INLET � THE SITE IS LOCATED WITHIN A FLOODPLAIN, AS ��� 4 � � EP EDGE OF PAVEMENT � � ` Q h� I N D I C A T E D O N T H E F L O O D W A Y I N S U R A N C E R A T E M A P � J W� o BC BOTTOM OF CURB � � � <� W � CURB INLET ' COMMUNITY PANEL NUMBERS 18057CO236F, DATED ` CAU TI ON .. h� a , FEBRUARY 19 2003. � � Q DRAINAGE MANHOLE � ; � TC TOP OF CURB o THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES � ' V �Q M AN H OLE �t___....�t___....�t___....�t___....�t___....�t___....�t___....�t___....�t___....�t___....�t___....�t___....�t___....�t___....�t___....�t___....�t___....�t___...: � � � w 000 CONTOURS � GUY WIRE SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND � . . .. � � � ...__. ...__. ...__. ...__. ...__. ...__. ...__. .__. .__. .__. .__. .__. .__. .__. ..__. __. __. __. __. __. __. __. __. __. __. __. ...__ . . . . . . . . . . . ..-�. -�. -�. ...-�. � MAILBOX inc u ing, u no imi e o, man o es, O.__.:� �: �: �: �: �: �:• �:�' �:�' �:�' �:�' �:�' �:�' �:�' �:� �:�' �:�' �:�' �:�' �:�' �:�' �:�' �:�' �:�' �:�' �:�' �:• '�:� �:�" �:�" �:• �__, . o � ••• FLOW LINE • GUARD POST inlets, valves, and marks made upon the ground by = � 3�����`� NOTE: ` � RIGHT—OF—WAY MARKER others AND ARE SPECULATIVE IN NATURE. THERE MAY � � � � ;� THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS APPROVED � TC 000.50 CURB ELEVATIONS Q SANITARY MANHOLE ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR BENCH INFORMATION C1929 DATUMi � m �� BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS. DEVIATIONS FROM THE ; BC 000.00 -� SIGN WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR � � � o �� APPROVED DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR DIFFICULTY ��° � ELECTRIC MANHOLE WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE INDR TTA-15 � ;� DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD APPROVAL FROM THE DESIGNATED = 000.00 SPOT ELEVATIONS m ELECTRIC METER EXACT LOCATIONS OF SAID EXISTING UNDERGROUND ' o � REPRESENTATIVE OF THE CITY OF CARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE � AN ONE INCH DIAMETER STEEL ROD SET 1.0 �'-' `� DESIGN ENGINEER. AN EXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDED AS A ` � LIGHT POLE UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR BELOW GROUND, 2.0' S. OF THE W. END OF THE ;� REQUIREMENT ON AS-BUILT RECORD DRAWINGS SUBMITTED FOR RELEASE OF PERFORMANCE �� � POWER POLE TO ANY AND ALL CONSTRUCTION. CARMEL CREEK N. HEADWALL BRIDGE ON 96th Q .� GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS GENERATING VELOCITIES OF 2.5 FPS OR �� GRANULAR BACKFILL � TRANSFORMER 1-800-382-5544 STREET; 0.93 MILE E. OF KEYSTONE AVE. . -� GAS MARKER DATE. 12/21 /12 � �� LESS OR 10 FPS OR GREATER (AT FULL CAPACITY) SHALL REQUIRE AS-BUILT CERTIFICATION AT �°° CALL TOLL FREE ELEV -737.87 N � THE TIME OF CONSTRUCTION PRIOR TO BACKFILLING THE PIPE THE CONTRACTOR IS INSTRUCTED = G� DRAWN BY: PED • • � ' - • • • — HYDRAULIC GRADE LINE DQ GAS VALVE - INDIANA UNDERGROUND - o � TO AS-BUILT EACH SECTION� OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE COMPLIANCE �� � `� WITH THE DESIGN PLANS AND AS APPROVED BY THE CITY OF CARMEL. ` �-O BRACE POLE ASI TBM �30 �� �� CHK'D BY: AF � � ' � UTILITY POLE DISK STAMPED HAMILTON C0. ON NW WINGWALL �OB N 0. 2012. 01436 .,, .,, .,, .,, .,, .,, .,, .,, .,, .,, .,, .,, .,, .,, .,, .,, .,, .,, .,, .,, .,, .,, .,, .,, .,, .,, .,, .,, .,, .,, .,, .,, `n ��� ��� ��� ��� ��� ��� ��� ��� ��� ��� ��� ��� ��� ��� ��� ��� ��� ��� ��� ��� ��� ��� ��� ��� ��� ��� ��� ��� ��� ��� ��� ��� TELEPHONE HANDHOLE OF 96th STREET BRIDGE OVER CARMEL CREEK o � . ' � �T TELEPHONE MANHOLE NOTES. 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 �6/04/13 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