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HomeMy WebLinkAbout201201436.CE.Final Construction Documents.2013-10-18-014� c� � 0 � � � 0 � U I � 0 U . 0 w U � � � 0 N � � i � � z Q � i J i U � z � Q 0 . 0 � � � � 0 N � O % � .. � L� z � � 0 � � � °o � � m 0 � 0 w Q N 0 � I 0 0 � � N � 0 N . . � 0 � �o �w � \ � o� .. ww � J aQ o� �� zo � J �� � ^ � •\�.� (//� �� , �ti��tR4� � J ;1 4 �\\ �[ ) / �� 4`�4� ,y4 : ;�'s, ,� ��i • f J `.` ` \\ / + tyti3''4� ,F � •\ t� 44�``````` ,y4 / 4411���4 � E� ���y � 2 �y ='���_�","'L •• • ti�t+` �'4 ` � � � . �� � �� ,.��```����``tt � r, . ► '� �� � � �,,� � � � --� �'� 1 � / � ``��. ttty � y , ��. ������ y414R��� 4` :� ��� !r � !� _,,��''' ,� .� �� LINE STM 'IO STORM STR 20 �� � , • # ��, �. TR. 740.10 � .� � � �"j � �. ,� -. y ,. ``�,� ����'•�u � �,, �.�� �` : � . ` ���� .� s., : `M `� 4 ttttt �••, � ' T � �, STORM STR #53 , ``� � . .�� � � 4� � �� � �� TR: 740.28 � ,,.��''� { �` , :�`��� ` �� ' .� �` � ,� � ♦ �� _ � � QO-�-O� . .� , � r �:. ♦ � � ` � y ' , � • �� �, � fi :"• . `'�, � � "`a , � � -` ,, - �s _ �..r � .�.. � � � `�, � ''+�� ""'` �-�..M... M...: . ,.y � ,�� ` ' , ` . s'� a � � . , ` 3f ` ,. � � , t - � � � •� ,� � �a y ``` �.� i � S� , � h �� {� p � / � � � a�.. � STORM STR #21 ;� �ti. ���� / `� �.� ��. �� ► � TR: 739.60 ` � :� :� � �� � . � ; � �Q N / � � � :�� � � � p� / � F� � ., � ' � ��'` ��� � 7 �;� . �'. � � •�'� ` P . � � I :^ r � � . ` �yx � `� / �� ;'� �'� / �qx. � �. � �� � �, / �����j� � ;,��.� � . � � / ` � �� � � �,,. . •c' � , ` ` � � �, f''rd �` „ a � � .�� �. � _ ,.-- � . • . `. . :� . � � � � � -� :� � � � � . .� SCALE: 1 "=40' (HORIZ.) — 1"=5' (VERT.) 2 � �------------------------------------- ------- ------------------------------------ U H ------------------------------------ w ----------- w�- � - � N.� � � ------- — ------------ 7�J� _ap�� Q � . � � o o �LL � � � ------- W ------------ cn + c� I ''� � � o O • � • • ------- N � N ����LLi�� W � . � � �- Z N N ------- 0 � � OQ�M��� �� � I'7 H H� � LL Z Z Z------- N+� I�� 745 cncn��--- o •��. ����—W � �n z � .. � M�� HYDRUALIC � � � I > GRADE LINE N N��� Z 740 PROPOSED GRADE 735 730 725 �20 — �� � M 100+00 EXI STI N G GRADE GRANULAR BACKFILL REQ'D. 40 LF OF 12" RCP C� 0.35� SLOPE �� � � 750 745 740 735 730 725 �20 ��� � � ��� � �.. � i ; � � ; ; � : ; � � ; ; ; ; : i : � � ' : � � � �� ; ; � , ,; � .�� � `� � : � � , � � `� � � ,� �, �■■ ■■.� . 0' - 40' 80' SCALE: 1 "= 40' — 3 � � �� � .�h;�:''� i '` � ! i E � f 3 � �E� i �; ��� �� • S ;M STR #13 41.00 � �� �� F fr t � � � t �� � �� f' ✓'' ��-,-- �i�r� � SCALE: 1 "=40' (HORIZ.) 1"=5' (VERT.) 1 10+00 1 1 1+00 1 12+00 1 13+00 1 14+00 1 15+00 N OTE: 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 • • • FLOW LI N E TC 000.50 CU RB ELEVATI ON S BC 000.00 000.00 SPOT ELEVATIONS GRANULAR BACKFILL - • • • - HYDRAULIC GRADE LINE 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 � 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 �y o FIRE HYDRANT �O` SPRINKLER VALVE Q WATER WELL � WATER M ETER � WATER VALVE � CONIFEROUS TREE a DECIDUOUS TREE / ` ��,��, �� ,", � ` ` � � � � ��,��a � > � � ��. ■ ■ 1 � � �`� ~, y � .�� , � � ��� ���� . � �� �� � �� �'�, STORM STR #18 � TR� 740` 60 _ A . � P � �. Q � ���� , � � \ � �� � �°°� � � ? �/ �b :� � D.. .� Q .�: 750 745 740 735 �°���'��� � � �aaa � � 0' � 40' 80' SCALE: 1 "=40' — �;�;�;�;�;�� ;�;�;�;�;�.�-.__' ;�;�;�;�;�.�-.__z �....__z . � � W � � � 2 � � z ---------------------------------------------- v Q uo�� � ---------------------------------------------- � �„i„� � M O c� � M 00 ---------------------------------------------- � .. � � ��p���l'� ---------------------------------------------- N o � � � � ' N ^�i� �N°�I�-�ww � � � � N Z N HYDRUALIC ---------------------------------------------- � Q • • '�' � > > > � � � � GRADE LINE ---------------------------------------------- cn cn ��� z z z PROPOSED GRADE W Z � � � Q � ao . � ; 18 M I N. S E P E R A TI 0 N----------------------- r :� � 730 :�� 152 LF OF 15" RCP C� 0.24� SLOPE 725 �20 �o � � � 120+00 � � � N I� � I� N �� �� 121 +00 N OTE: NO EARTH DISTURBING ACTIVITIES MAY COMMENCE WITHOUT AN APPROVED STORMWATER MANAGEMENT PERMIT 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 DER GROU N D UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 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. NOTE: IF IT WILL BE NECESSARY 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. � �� / �` � . ;°� /' 0 .� /�`- J I V I� M J I I'C � I 0 '� �� TR:740.10 /� �� �°� � �`�_ �� / � ;Z(, ,�.' �c�- r � � � �... /� �- ��: r�.. �} �. ' �� �� � �� /� �. ��� �� � t�� // �� �� � � / , � �� � �- }�' � rti. / �� : �:� / � �.✓ / � ; � �� � � � � ��'/ � ;..�-`� � "' � > r , �� ,� �.,,� i // . �% �' � // � � ,� .:s�� e$�..� .. . .�'�l 5''� / �`''.�.'�. SCALE: 1 "=40' (HORIZ.) 1"=5' (VERT.) � � � ------------------------. � w------------ z � _ ------------------------. Z ------------ � � w------------------------. w ------------ � ------------------------� � ------------ � N .� � - - O W N I� O�-i� . N m-� �� W � m.� 00 ��oN_��_��o�_'� N ±� � �� N ±� � � �N�0�0`����' N�O�O�i� ���N W ZW���N � OQ��W`.`. �QI��-�� HH� � Wz z�.HH " I�.� cncn��-- cn ��? — — — — EXI STI N G GRADE .� �, �• GRANULAR BACKFILL REQ'D. 39 LF OF 12" RCP C� 0.35� SLOPE 122+00 750 745 740 735 730 725 �20 . . . . . . . . .. .. .. .. .. .. .. .. ..� , �.,,: �,: -- �,: -- �,: -- �,: -- �,: -- �,: -- �,: -- �,.-- �,.-- �,.-- �,.-- �,.-- �,.-- �,.-- �,--- �,•°- , � FLOOD PLAI N STATEM EN T `,._-_z :° 4 THE SITE IS LOCATED WITHIN A FLOODPLAIN, AS � INDICATED ON THE FLOODWAY INSURANCE RATE MAP :� COMMUNITY PANEL NUMBERS 18057CO236F, 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 � � ao � 0 � H w � � 0 U Q � N O � M � � '�^��.c v / � � �.�L 0 � � � Z z M v J � � � o�� � 2 � � � Q � �Qti �`z`� _� J � � U Zz � � � W � � z ~ Q V U � W � Q � � ■ ■�Q ■■ ```�������������������� ��,• � FETAyA^ �%, �� �.� " v/ �i ��` � •• ���S TE � . C' '% ; � RFo . ; , Q` , _ . No. . _ _ * 19900549 * _ ; ° ��. STATE OF � �; : �O . .•��: •%,���.� /H��AN�` .���`�`. �,F . . �� `�� . �S/� � ' ��. ,,,, N A // 1� . ERTIFIED BY 10/1 /2013 W J _ � J W W � � r N � W � 0 � � � � . � .. a� w o Z Z �_ aa o __ � w Q Q Q Z � � � � W � � J , W Z � � oQ 0 V � N r W � _ oc � 0 J �Q az oa � � � � a z U � � � � � w � � � � � 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 COMMENTS �9/25/13 7 COMMENTS 10/09/13 SH EET N 0. OF 2012.01436.CE.08.C401—C406.STMPP.dwg