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37AA - Construction Sheet Detail
AUMAN'S ADDITION LOT #37 CITY OF CARMEL, INDIANA 310 SHOSHONE DRIVE � � u � � � � � � � � � u � � � �� � � ����� FENCE "CONCRETE WASHOUT" (NO SCALE) SIGN � a x a � 0 6'x6' OR A MIN. % AREA 0 i 36 S.F. _ cV 1 CUBIC YARD OF COMPOSTS / PARiIALLY DECOMPOSED WOOD MULCH (A MINIMUM DEPTH OF 9" TO BE MAINTAINED). IdEASJHELS A.T F'�iiPENTY LI`iE s'-� ; zc� w.�,x - -r, r.a�E� iz° uiN r.a�E� ; ---- - - ; �:i �a � i ----- --- -- ---- , ��L T fEli � i � 'il _. � : CGN"jETE :' 4 w C�RI'v'E b� re:: � �'h'IV� �' . . . . , J . � .. � . .. _ .�'��A ri �i FOR ALL „'�IJCA�qICVS E}!�EPTI �,C}LL ('LRF �L �1� ~ ��J ! �1—� � �Jr^r� W '� v�I H ., f`l. r�C :.,.^LE N{lTES: ��x ��^_x ,a y, , . ,.�.. ----- ;!� pR �.E `.i J_'.1:�. ,( : ''.;�� CRCS�—SE�7P�:�. 'dIE�V kLL FtCaL'� Fr.CE �:F �,.?3 I� T�� �?E � 111", 3��K CF �LK3 '.; 1i'2" arJY Exl�ilF�� CLR6 SH�.LL BE 5�'d'CI.T AT 1FiE 'dEa�EST J,Ir�lT TC THE fEM�"�'�i"L LIr,+ITE a.`a� THE E:dISTIN� CU�3 FE�d�::'vE� CCVi.RE1E CRI'�:E �VC jC� Slf]E'A'ALK :�:':7�5 7P.IL'E �H.aLL FE �. NINIh+U�,1 �F 6" �L�Iti ::( VCREIE .aVC %: :���1.1FAC1E i.4 i.ilE�'%' IL `�.. �.i. W1NGS SHALL 9E SIZE� AS NOTE� REGAR�LESS DF EXISTENCE OR LOCAlION OF SIDEWALK NA1FIj'�IJE'�4P,LK �"�L' 7='EE La'A'fd _IfdEVJCi'IS `,•;�.R'Y =E' C�,tMEL CLR.Y CUI,+F'hEHEV51`dE 'Lh•, ;C;� FL�,FJj_ SHEET 3 OF 3 .. "i -- i � � � -----� 'S F----- � �) "_'-� -�-1 :� .�_ j •-1 �.. � �-- I----_. � ` rr, L� C� r� w U: Cr; W � C� W C � W fY C J t-r � � w L V�; W s �Y `,� Q �_r � - N �� I 5-� I� C) � � � PLAN /��p,0 PJe�\G � �RF \ U �F�' pF .- �F�Y�� FT r o ( � �r F Mi,y J 6" DEEPJ X 0��� -�� z� (MIN.) <,� tct .. 1"-2-1/2" WASHED `Y'". Y � AGGREGATE, INDOT CA N0.2 �/� `����;� �.��� �� �j,'� GEOTEXTILE FABRIC TO STABILIZEJ � ��� FOUNDATION (ESPECIALLY IMPORTANT WHERE WETNESS IS ANTICIPATED) TEMPORARY CONSTRUCTION DRIVE NOTES: SILT FENCE �) STONE TO BE REMOVED AND PROPERLY RELOCATED/DISPOSED OFF OFFSITE UPON COMPLETION OF CONSTRUCTION PRIOR TO FINAL GRADING/SEEDING/SODDING. REMOVAL SHALL CONFORM TO CARMEL ;� CITY CODE SECTION 6-227(h)(3) and 6-227(h)(10). / L t.o' /� ` (MINIMUM) /�\ , /\/ � j/ j \j ELEVATION EU;;ES TC LE Sni'iCUT A.�C� CLEAV GF DEBfIS FNC LCOSE �S'HHLT BEFCRE 'ATCHI\C CONCRETE WASHOUT BASIN .S" HNA SLRF?CE, 9.S mm . �.. ::JN::?ETE 2 f4�A��. � . �..}i� ~l/1 �� H I`I; . . .. �� ��r � , L%V' � ��� %-/ �.4' �^� �^ ! � - � - - . , . :JL , � `J� �CALE NOlES: 1. TFEV�H "JIL IS TO EE RENC'+EC F301.1 'A'�K SIiE ;vC DISPC�E� CF CJT "uF lHE RI�HT—OF—i'i:Y 2. FLCh'AFLE FILL IS TG SE4'•:E 45 F.'vCKFlLL TC 1HE DINE�517N LISTE� IP, THIS GET�.IL 3. THE EXI�TIVG 'k';ENEhT I� TO 3E TACK �G�TED ��IJf• TO lHE L='AM:; CF NE'�Y A='HALT. TrCK CO?T IS TC BE ���L1E� �S SPECIFIEC Ild THE L�lEST ST.44].4h±] CF IVC��T "FE�IFlCAlICNS. SECT101J 4U� 4 THE �dE1'i ;URF.4�E IS T� BE SL�PE7 .4T THE �4UE ��TE AS lHE EkIS11N� SIP.FACE, ASPH4LT TY'E SHALL Id4TCH R.�.4D CL�S"IFl�=TI��R RECJIREMEI.T�. 5. FLUVI4ELE FILL SHALL CONFDRM TO IVCCT SFECIFICniICv SE�TIO� 21' 6. IF PPE I� 'LASTh:: OK HDPE: HA.LVCHIN� .AVIi INIIIAL H?.(:KFlLL SHALL 3E 'ER 41r'.NJF.�.::TJHE'�ii •`.14 :.iILITY RE(i:r�.1lAEV]�.ili;V`.i (TY'. „W STi;NE TO U" =�HO'v'E T�F ^vF PIPEj FItihL BACKFlLL SH"LL BE FL.^_tV+3LE FlLL LP TO 12" COh�RETE C.�.�. �' J C_ � � L � � � __i --�--i \ �l-- � U L� O � �-_ L� C L �_� ? -� L - !11 G �x I -=x- � �. � _ � C� —