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Home My WebLink About201201436.CE.Final Construction Documents.2013-10-18-016� c� � 0 � � � 0 U � � 0 U 00 0 w U co � � 0 N � 0 � w � a � i � > U � z � Q � 0 : � � � 0 N � O . � . . � � � z � � 0 � � 0 � � m 0 � 0 w � a N 0 � I 0 I 0 N � 0 N . . � 0 � �o �w � \ � o� . . ww � J aQ o� �� zo � J �� .� � :;i � 1 11 , ` ,, I : � i� '� i ,` I ,1 4 1� i � !� L � �: � � � : � � � i � � i �� ; ; ;� � u • ; ; i: I �/i . , ; �� ; ; ; �` I � � : ` °' I ; � ; ;. �; �; �� ; � , I ; ;� , ; 3� �: ;0;± ��F :�� :� : i � � ` � ; _: ;� . �`� � . � � 5 O II 1 5 �II , � �� 1 Ri ' •• • : �� , ,�� ; : �� ,� , I � I I � I I � 5 � 4, �� : �=�= �. __._ �.._ v : --T- _ .�. - - - _ .._ ._._. r �.-�`, ��.� —� t — — Z�TSt �L inv(s):7 inv(n):7 0' - 40' 80' SCALE: 1 "=40' SCALE: 1 "=40' (HORIZ.) - 1"=5' (VERT.) _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. �� ` N p `, ,�k' � � 3 � � � �; `� I � ; � �� k' � � O � � •` i ` � ` � � i , � 750 , � W = w � 750 ` cn � � � m � ��, � Y ' � � o w � v` � M� a� ; � = Q � � H W � � ;� W �� 6 ,' � Z �p .� H � W �. � � � �,. � Z w �; O � � N I,r� � r � �. • ` � O a N Z � � � ,.,�. W J � � �: • � H � 00 M M : Np � N�Q �� N . M Z �I'7� ,;� M N +N �� M ` + p�j � � .� � � + � � �. I'� � I'ri �.,. O � � Ui + � �: � I'� � O N N ^ ^ I� 745 � �° '�� , cno�'? �� _ � _ ��N;:..� ��w�� 745 ;� Z�� ^ W ��p��-^^i� � Q Q ��I��:^^ � ..�I� z z � � � ..� w � ��''�� z w � � � tn � ..��z tn o� •• � -»> ,'� NQ •• ��" OQ��`��W �� :> > Z Z Z , NN�� ; WN� � Z�� HH ��.Z Z Z�~ 00 00 ��H��;Z Z ,' NN��--- : � �'� X , `� W PROPOSED GRADE � HYDRUALIC "� 740 ; GRADE LINE �� 740 ; EXISTING GRADE �; � � � �� : I � � �� ' ----- -- — _ � ` � � - � � y� .� ; 735 ; � / � 735 h I I ' � -------- ------- ---- ------------- ------------ ------ — -- --- -------- — � _________ __ __________ __ _ __ � ; ; I I � �` � � �� 730 ; GRANULAR BACKFILL �` 730 : � 18" MIN. SEPERATION REQ'D. �� h� : . � REQ'.D (TYP.) : � .. . --------------------- -------------------------------------------------------------- ---------------------------------------------------------- � ; 334 LF OF 24" RCP C� 0.15� SLOPE � � �; �25 ; 96 LF OF 5'x3' RCP 81 LF OF 24" RCP 725 ; C� 0.32� SLOPE �` C� 0.15� SLOPE � � �; � � O O r� 00 � N o0 N I� O � 00 N� �'N O O � . . . . . . . . . � . k� � CO I� � � � � � � � � I� � I� � : I� � � � � �� 20 � .� �20 160+00 161 +00 162+00 163+00 164+00 165+00 � � �� THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS APPROVED ; � BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS. DEVIATIONS FROM THE � � APPROVED DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR DIFFICULTY � � DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD APPROVAL FROM THE DESIGNATED � � � REPRESENTATIVE OF THE CITY OF CARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE � � DESIGN ENGINEER. AN EXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDED AS A � � REQUIREMENT ON AS-BUILT RECORD DRAWINGS SUBMITTED FOR RELEASE OF PERFORMANCE � � � GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS GENERATING VELOCITIES OF 2.5 FPS OR � � LESS OR 10 FPS OR GREATER (AT FULL CAPACITY) SHALL REQUIRE AS-BUILT CERTIFICATION AT � � THE TIME OF CONSTRUCTION, PRIOR TO BACKFILLING THE PIPE. THE CONTRACTOR IS INSTRUCTED � : � 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. ,� \�__ -��__ -��__ -��__ -��__ -��__ -��__ -��__ -��__ -��__ -��__ -��__ -��__ -��__ -��__ -��__ -��__ -��__ -��__ -��__ -��__ -��__ -��__ -��__ -��__ -��__ -��__ -��__ -��__ -��__ -��__ -��__ : PROPOSED GRADING LEGEND M.E. MATCH EXISTING EP EDGE OF PAVEMENT BC BOTTOM OF CURB TC TOP OF CURB 000 CONTOURS TC 000.50 BC 000.00 �� I FLOW LI N E CU RB ELEVATI ON S SPOT ELEVATIONS GRANULAR BACKFILL HYDRAULIC GRADE LINE N OTE: NO EARTH DISTURBING ACTIVITIES MAY COMMENCE WITHOUT AN APPROVED STORMWATER MANAGEMENT EXI STI N G LEGEN D PERMIT � BEEHIVE INLET � CURB INLET Q DRAINAGE MANHOLE Q MANHOLE � GUY WIRE � MAILBOX • GUARD POST � RIGHT-OF-WAY MARKER Q SANITARY MANHOLE -� SIGN � ELECTRIC MANHOLE m ELECTRI C M ETER � LIGHT POLE � POWER POLE � TRANSFORMER -� GAS MARKER GV � GAS VALVE i-O BRACE POLE � UTILITY POLE � TELEPHONE HANDHOLE �T TELEPHONE MANHOLE � TELEPHONE PEDESTAL JI� TELEPHONE BOX o DETECTOR HOUSING � TRAFFIC MANHOLE � TRAFFIC POLE � TRAFFIC PEDESTAL � FIRE HYDRANT �` SPRINKLER VALVE Q WATER WELL � WATER M ETER � WATER VALVE � CONIFEROUS TREE a DECIDUOUS TREE 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 — NOTES: 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 EN GI N EER I F VARI ATI ON EXI STS. N OTE: I F I T WI LL BE N ECESSARY TO RELOCATE EXISTING UTILITIES, THE EXPENSE OF SUCH RELOCATION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. ALL UTILITY POLES SH ALL BE LOCATED WI TH I N ON E FOOT OF THE PROPOSED RIGHT-OF-WAY. THE SITE IS LOCATED WITHIN A FLOODPLAIN, AS INDICATED ON THE FLOODWAY INSURANCE RATE MAP COMMUNITY PANEL NUMBERS 18057C�236F, DATED FEBRUARY 19, 2003. BENCH INFORMATION C1929 DATUM� INDR TTA-15 AN ON E I N CH DI AM ETER 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 M � 00 � 0 � H w � � 0 U p�N O U Q C� M � � � � O (n N � � � � ~ � ZZ�j v J�/� � L W �/� �--� �� v� 2 � � �Q� � � Q ti ~ Z � _ ti � M W � � U Z z � 0 � W � � z ~ Q � U � w� Q � � � ■�Q ■■ ```�� ii ��,• � FETAy �%. �� .� • • qC/ �i ��• �. G�STE . C' '% ; � RFo . ; , � , _ . No. . _ _ * 19900549 * _ ; ° �'. STATE OF '� �; �O . .•��: •%,��., /H��AN�` .��`�`. .,�' . . �C, �.� � � S . � / 0 NA � �,,,,� �� • R TI FI E D B Y � 0/1 � 2013 W J _ � J W W � �• W � � � ■ � .. � w o Z � � a o _ � w Q Q � � � � W � � . Z 0 0 � N r W � _ oc 0 � J � a 0 � � � a U � � � � � � � W� J W W � � � � � � _ �+ � � N � 0 � � a Z a _ � � � w � W � � a V a z a � � z � w � W � OC 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. OF 2012.01436.CE.08.C401—C406.STMPP.dwg