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201201436.CE.Final Construction Documents.2013-10-18-011
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' �� } ` �'' " � � � ` ' / � 3� ''t�__ •'' ��__ •'' ��____°•'� �-____°•'� �-____°•'� �-____°•'� �-____°•'� �-____°•'� \�_ •'� t � �. •'� t�____°•'� �-____°' � � � � � ; J � �� � � � i � / � � i � `� 1 � � ` ` ` ' � � —� ; � � ; , �� � =0X � M M M � � M I(A ; ', � ..�: �, � ; ; w u� � v ''� � � � � ♦ � / ,� � ; / ; ; '� � \ . � ; ...__ 0 J � ' � � ._...._. � � � � � ; .'� . ; ._._.__ Q ',� ; �� � � �.� � ' O �� �.�j�� �-� � �� ` ��°� ;; `� �` 3 � � ; . . ; . .- . .,� o 0 ,]I ! 1 ` .f` / 1 : � [ 4 5 , ' p �{ • • 4 � W ``��, STORM STR #4 ; � � � , _ �� � � ; � � �� _ � � ' � �`'��� � � �. r � _ ,� � 3� � ��� � ry a ' � �� Q ��n/� � �j �� {'} � .�Y � � � � � \ • 1 � � 1 �� ` �� `� �.� ��.. �� � ...�...� ��.� ��...�� � � �. -. �. ,. ` ` � , � f� � f,.`d ` � � `.� ,'� � y , Y.. � y' � , O z V ! °� TR 740 40 � � � _. . . __ � � ; � • • , :' S(. ; ,.,.� •-- ,...>.%.. ___._...._.__._...._.____....__._.__... xs . � � aao �aaa aoa s� � �ss �.. �oaa aoa s� � �ss � � � ♦'�. �s �. � � ��'} . , n� � � '� � `�, � ; �, _. __ . _ ._. ..._ ._ f�. _ . � € .�,� � � ;C° ,•'� xae oaa aaa �s � sns �'' % � �� � �"i �� A � � � . . � b• ; � � Q � :� ,� , �� ; � , ���.�� , O . ` ' ' ...�.' No ���, ; � �� �� ., � �rt;�. . �.� � � �� --�-� ; � �� ; ��.. �� � � �; ; � <<�� � � � , ti. �, a.� , ��, ; � � �� � �'' �-�-- � � �� . r�� � � � �� ¢- ; ,�.: � .�. .� ___. � � �.. --- �-- -�.. �- � � � j��,}�� . j 3 p � 0 . .� .1 ; ; ti � � 1 � � � � : � 1 .� �'.. �„1 ~� `�+` 1 Y � . . O , f� A ' Q �' � �.,,, ; � � � � LINE STM—O'I ',, ; ?�, ; � � �. ..�. � �.� � � � 1 '� � . ��, � � � � � � ,� � , ,�� �x �. � a ; S; ORM STR #5A _ � , � � � � .�... .� .___ .� .___ � ..._ �. � 1 � � � � � � � � ,�. ; � � ; � STORM STR 7 ; � � � � � � �`` 4 �; , : o� � . : �,o ; : 742.75 c�, ., :� , ,, .: ����,. ; 1 � � # �� F" � �` � � �y `� � � : ` ' � � � .... � � ; ,_. .�r �- b , � , � � , � , � , � � , � � .....-. .,�. � �� ---- -- -------- ---------- ---------- --------- --------- ---------- ----- ------ --------- � ..�.� : ___._. ; �, TR: 741.00 �� � � ..-. . � ---------------, ��.X � ; ; � �.. � , , , . , _______________________________________________________________ _____________ _____________________________ _____ __ ________________ __ _ _____ ______________________________________________________ _____________ s � , __ __ _ __ __ __ __ __ __ _____.._.- - __ _ ,�_ �_ __��__ _ _ _ _ _ _ _ - . �. .� ................................................................. .................................................. ,.......... .................... .............................. .�..................................................................................... . , , �� �� ' � � � STORM STR #5 . ; � � �. z ; ; �� �_ �___ � .,.., - ; � � ��.�_,���� , �����,� 2+00 ,,, ; � ` � . � , , � � �aa saae aabr,a,��C?�_oa� s�_�S.zes�._ -�ar°a�ss'sa� � - • �z..,, ..._ �\ � � � � � � � � ; . � , ` .._ . � - , ` _ _ _ . . � � � 1 : TR. 40.80 ; � � � �.� ; ; ; -------------------------------------------------------------------------------------------------------------------------. . . . - - ��� ; � LINE STM-02 � � ; 3 : ; , ., STORM STR #3 � � 1 . ' � . � ' � � � ; � � � � � � � 1 ; � � � �a � � ; : .,._� ��. TR: 740.90 �� � � � � 1 .� - _ . ' �. . � ����,� � ; �X ` , � ` ` � � � � � ; � � � �ry �, ; ,, � � �� �,� �}' � � � ��. STORM STR #2 �� ., + . � ; �::- p �� •/�/)`/�/) ; ����: , � # ; � � � �. � ; ; ��` z ��i�..,.�_. ' �~ y�'4 ! � � ^' � � � • .✓'� •�� � ` `+ �`�� `� ,�� � j O� ` ` � O 0 � � / � �' 1 ! � � �� � ; �. � ^ � ti .__ _.�:..._.____.___---_._.___.__,__.__..._._.___...,_ `� �_._�� ......_.____.__.---___._.__._.....__._._.__._.�� ._.... __._._________. -- .-, �� � _.__._..._.__._..______._.__ TR. 741.05 �f �..� . , �� ; � , � � � � ��� ; ` : ; ; � _, : ; ; : ._. .. . _ . _ _ - ;: ., ; , � � , �,�� , . _.. . � -:�. ._ .__ . . : �;� :�� - -___._ _____._.. � ._ ; � � � � � � �,. , �, � , ; ._�__ � . �. � --�-- .. --�-- ° �� � � � � - --,,..__ , _ .S ,_ r _._._�.� .. _ _ _ _�:� .. .. - ---- ____...._._.__._.._ _. . ._,__._.._.__...._._ ',` �\, . 1 � , � ' , � O � � � ��..� . ... -.,. ��._� �. ._._. � .�- - � --�-- _�._ ��-� .� _`'�`_�. �_�:� �: _.__._>� . � �-- �`� STORM STR #1 �'� ly --� a uc v `�:` '; ; ; ; � � � � ; �°`� '; ; � -- _... �}," "� ' ` , (° ' '� �' M . � `� � � ' � � � � � ' � � . �'. � � ��� �, . �, �' � � �� �`�'� TR: 741.05 . �`�- .. , � ; _ � � _ ; � ; ,�� � � � `�"" -� ��. �._�:-�:_-.-_.»:�-==«-. . =��.__ �-_ti::� ��. . 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W -- ==� --------------------------------- — ------- ------------- ------------ �_T.�� - _ __..� yr � ; STORM STR 5 = �, �' � STORM STR #4A ��, ���� ; �, �.�. �° ;� ; ' � � � � � � � � � � � � ` � � � � 4��•11�f � 1�F FI�► � �� ` # ` ` � � • , , O f,��"� � ` � L� `� ...� .. .� . � _� ,. � e/ V101 N�arl N � � TR 738 76 � T; ,_ �` , ; TR:740.80 � �< < . . ; �� �� ; .._._._..___._.___ ' ` �� � � � ` � � _ _ .. �- ; `y��• �`� � , 'r�� .,. � `, � _...____._ _ � ._._.__.. - ; �, STORM STR #4 ; � � . ; � 3 `������"ti������������ � � , _ ._ ` ..... .... .1_ � ,���, TR: 740.40 � � � � :` ; � . ; �ti��ti����������y��. ; , � � ; � � ; � , � �t < <t < < ; , ; �� ; � ,_�� �°. _�° �°..__ � �,.__ � �° � �,.__ � �,.__ �.-__� , z � , , � ..� ; � ��` � ti` � � '� .�. �' �� � �'� -��,� � ' � ; � Q � �, �� ; ��� ..� � �,, ��� � �� �� ..w� ��� �� 5 � PROPOSED 100 YR FLOODPLAIN ; �: � � ; . �.� ' � � ° ' � � � ��� ��� ` -� ��� � ; . — � ��� �d 9LZ �18 T � ' ; � ����. � ,` ` ��� --�-� �� ;� (IDNR APPROVED) � ; ,,•�°' w , �. ,,• C� � � ` �� ' r�� ; R�F ; �\ G � 2 U O d a a a D U D I U ``�� ; ; �. ; _ ;;'� � �.__...��.__..;���.__...��.__...��.__���.__...��.__...��. ��� __. ���.__...��.__...:.... , o�°� Q� � u I 1 II 8 .P I � ; � ., ��� 1 ,. , ; �.. • �-, � � � �r n,__, , . ------ ____._.__._......_.____._._.____._ : � ,���. � � � . _. .� . ,_ ; � ; --.� � � ■�Q ■■ 0' 40' 80' 0' 40' 80' 0' 40' 80' » > � � � � ��� ��i �������� �������� SCALE: 1= 40 SCALE: 1= 40 SCALE: 1= 40 �� ��i .� NFE. AH , .� �,�- '��i % ��` Q •• �G�STE . C' '% ; � RFo . ; , Q` , _ . No. . _ _ * 19900549 * _ ; ° ��. STATE OF � �; SCALE: 1"= 40' H OR I Z. SCALE: 1"= 40' H OR I Z. • " ' %� �•'� �`': ( ) ( ) SCALE. 1 =40 (HORIZ.) •�,���.� /H� NP ��'• — 1"=5' VERT. — 1"=5' VERT. — 1"=5' VERT. %,��` IA ����. � � � � � ) �, �� �si0 �` ,,,, N A _ _ �� _ _ �, �� � � � � � � � . � � � 0 V N � � w w w w Z Z � � co � w ERTIFIED BY 10/1 /2013 � � � 00 � U U �¢o 0 0 ~�� � W Q V � Z Z � a� ap O � n� N� � � a� �. N+� � LL� N� Z � W�.O� � �� N• N Z Z H I� O� � N.. N• N J � N 750 — Q Q 750 750 0 _ � . . � _ . � . o o N � _ � � � � N �• 750 750 0 - • � • �- • 750 2 Q cv � U �� U�M� -- + •N �I� �..Z U�M� � ����c� �pp � �p0 � � .. „ „ � 00 � � W o�� W a�° cn o I a '''� ''� c� oo I n''� �'''� � N��a�•��. O Q> cn ao � LL''� �''� N°� ''� W°O�� cpc� O? + •�i��l� + .�I��I� Q Q N���ZN �� + •�I��I� � + .NLI� (� �..N N � �.. ' �p �O LL�p �0�� �i�� ���� i�Wi� � � �Q�I'7LL��� NNZ �00� �W^ Q ��N�L� � � �c�co ���n��� �c�� � �cv��LLtnwz �cv��Ltnzw �� HH I »> �M��LLtnzw � ���� � ���� N � N � � ..�M��� "�I���� � � ZZZ "�I���� �..I��v � w� �� ��� , ��.� +. oa.. LL oa.. L __ cncn��LL--- oa.. LL � oa.. L � o 0 o cn +a'.o � � ±�o ..^ �c��° � ��� � > > > ��� � > > > �� � z z z �o ��� I � � � � ��oLLZ cncn��LLzzz cncn��Lzzz cncn��LL--- cncn���? r �oo��cococo �oo���;��: ���o�cnz � � N 745 N°� _��M �..��_vv oQ��_» oa..'''�_� 745 745 745 745 745 + � .. �� �� � �� � Z C'7 •N OQ ��I� i�i�� HH� � NN�� ?? NN�� _ W ������Z� �����ZZ o � .. � uuu � o Q„� EXISTING GRADE EXISTING GRADE �� � � � � > > > PROPOSED GRADE N N�� z z z DUMPSTER STORAGE �� PROPOSED GRADE / . � PROPOSED GRADE V� � — — — — _ WALL � W �� — — w � � 740 740 740 740 740 _ _ - - - - - - - - - - - — EXI STI N G GR AD E 740 - --- - J � Z Z � ----- - - � � - --- _ � __ aa � - . ____- __ � _ _ ______------ HYDRUALIC w " � � o � 0 0 � GRADE LINE GRADE LINE HYDRUALIC Q � � � Z i GRADE LINE � � � � W � 735 735 735 735 735 735 � � U � � o GRANULAR BACKFILL W w REQ'D. GRANULAR BACKFILL GRANULAR BACKFILL � U ' Z � • REQ D. � � REQ D. � � oQ� ° 730 730 730 730 730 730 � � V N � ° „ „ „ 122 LF OF 18" RCP C� 0.65� SLOPE N � 69 LF OF 12 RCP 102 LF OF 12 RCP 90 LF OF 12 RCP r v C� 0.35� SLOPE C� 0.35� SLOPE C� 0.35� SLOPE 109 LF OF 24" RCP " 104 LF OF 12" RCP 55 LF OF 15 RCP Q C� 0.25� SLOPE C� 0.50� SLOPE C� 1.00� SLOPE � 725 725 725 725 725 725 J J i U � W �� �� CO � O N � N � I'7 N� 00 O O c� I� � �� r� � � I� a� 00 O� CO 00 . . . . . . . . . . . . . . . > Z O O O O �� �� �� �� �� O� O O O� O� O O O O O� � N � � �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� W Q oc o �20 �20 �20 �20 �20 �20 0 . � � 10+00 1 1+00 12+00 13+00 20+00 21 +00 22+00 23+00 30+00 31 +00 J � W � � Q � az 0 � oa N � � O Z N � � � a .. z � No�: W = � � •• NO EARTH DISTURBING ACTIVITIES MAY COMMENCE � J � w WITHOUT AN APPROVED STORMWATER MANAGEMENT __, — ,.: - ��,:._. ,�.:._. ,�.:._. ,�.:._. ,�.:._. ,�.:._. ,�.:._. ,�.:._. ,�.:._. ,�.:._. ,�.:._. ,�.:._. ,�.:._. ,�.:._. ,�.:._. ,�.:._. z�.. z�.. z�.. z�.. z�.. z�.. z�.. z�....__z�....__z�....__z�....__z�....__z�....__z�....__z�....__z�....__z�....__z�....__z�....__z�....__z�....__z�....__z�....__z�....__z�....__z�....__z�....__z�....__z�....__z�....__z� _ ��, � � �� PROPOSED GRADING LEGEND , � � �� EXI STI N G LEGEN D PERMIT � : �� W � 3 � � - z ��� NOTE: ' M.E. MATCH EXISTING � FLOOD PLAIN STATEMENT `�._-z — ;`' `� �, ; THE SITE IS LOCATED WITHIN A FLOODPLAIN AS � 4 W�� � , THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS APPROVED ; � BEEHIVE INLET � � , Q y� BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS. DEVIATIONS FROM THE �, EP EDGE OF PAVEMENT ,°� INDICATED ON THE FLOODWAY INSURANCE RATE MAP �° J W� o �� APPROVED DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR DIFFICULTY �' BC BOTTOM OF CURB � CURB INLET � � � COMMUNITY PANEL NUMBERS 18057CO236F, DATED ; W � CAU TI ON . . � a ;�� � ; FEBRUARY 19 2003. ,� � , DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD APPROVAL FROM THE DESIGNATED ; Q DRAINAGE MANHOLE � � � � � REPRESENTATIVE OF THE CITY OF CARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE � TC TOP OF CURB o THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES � V �;� � Q M AN H OLE \.__ -`�.__ -`�.__ -`�.__ -`�.__ -`�.__ -���.__..-���.__..-���.__..-���.__..-���.__..-���.__..-���.__..-���.__..-���.__..-���.__..-���.__..-���.__..-�� � � , : � w �� DESIGN ENGINEER. AN EXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDED AS A � 000 CONTOURS � GUY WIRE SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND M � ; RE UIREMENT ON AS—BUILT RECORD DRAWINGS SUBMITTED FOR RELEASE OF PERFORMANCE ; W� � �� Q � MAI�BOX EVIDENCE ( including, but not limited to, manholes, o y� GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS GENERATING VELOCITIES OF 2.5 FPS OR �, ••• FLOW LINE • GUARD POST inlets, valves, and marks made upon the ground by � 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 �, � RIGHT—OF—WAY MARKER others ) AND ARE SPECULATIVE IN NATURE. THERE MAY � � y� TO AS—BUILT EACH SECTION� OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE COMPLIANCE �, TC 000.50 CURB ELEVATIONS Q SANITARY MANHOLE ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR BENCH INFORMATION C1929 DATUM� � m y ,; BC 000.00 —� SIGN WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR � WITH THE DESIGN PLANS AND AS APPROVED BY THE CITY OF CARMEL. ;�� � o � � ELECTRIC MANHOLE WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE INDR TTA-15 � �,__. ���,__. ���,__. ���,__. ���,__. ���,__. ���,__. ���,__...��,__...��,__...��,__...��,__...��,__...��,__...��,__...��,__...��,__...��,__...��,__...��,__...��,__...��,__...��,__...��,__...��,__...��,__...��,__...��,__...��,__...��,__...��,__...��,__...��� 000.00 SPOT ELEVATI ON S m ELECTRI C M ETER EXACT LOCATION S OF SAID EXI STING U N DERGROU N D � o AN ON E I N CH DI AM ETER STEEL ROD SET 1.0 ,�, �c LIGHT POLE UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR BELOW GROUND, 2.0' S. OF THE W. END OF THE � POWER POLE TO ANY AND ALL CONSTRUCTION. CARMEL CREEK N. HEADWALL BRIDGE ON 96th Q GRANULAR BACKFILL � TRANSFORMER 1-800-382-5544 STREET; 0.93 MILE E. OF KEYSTONE AVE. . —� GAS MARKER DATE. 12/21 /12 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 � OF 96th STREET BRIDGE OVER CARMEL CREEK. JOB N0. 2012.01436 0 TELEPHONE HANDHOLE � �T TELEPHONE MANHOLE NOTES: ELEV —742.60 0 � � TELEPHONE PEDESTAL 1. CONTRACTOR SHALL PROTECT AND NOT DESTROY ASI TBM 60 cv JI� 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 DEPTH OF EXISTING UTILITIES PRIOR TO ELEV —739.76 o FIRE HYDRANT COMMENCING ANY CONSTRUCTION. CONTACT 6 COMMENTS �9/25/13 � � � � o �O` SPRINKLER VALVE ENGINEER IF VARIATION EXISTS. ASI TBM �61 � 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 o � � � WATER M ETER � o � �, ROAD. SHEET N0. .. � WATER VALVE Np�; ELEV —738.37 �;.� w IF IT WILL BE NECESSARY TO RELOCATE N Q Q CONIFEROUS TREE EXISTING UTILITIES, THE EXPENSE OF SUCH ASI TBM 62 Z o� 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 ao � 2012.01436.CE.08.C401—C406.STMPP.dwg