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Home My WebLink About06120009.102'X2' B R 1 C K FE-- NCE {COST (TYPICAL) F U N`N M G - 913 -- - - -- - -- -- - 15' REAR YARD / 20 D. &U.E. + X X — X� — X X- - X— X n WROUGHT ! N FE,vCE x- ( I III f i 6`6ROGHT -4 N F N/U'- - -% - . � j - - -- 9-- 5 913 Z, I !W'r•Ee?��/ -APA' ! O ! . 6' WROUGHT IRON FENCE v :� . �v�,+ Q/, If/ .a!�r�rv�:�•�iSit""vdp�0►'dyd.Y "'� - _ - -- � .��l1dd�di�/,.�%L..Ii�`��,. �d��J'��=•3JY.�l/iC"' ��►.�/�J►�lry�,p9yy �'O o � �I' i��.�1 // ��. t' �2Y�e��dLi/�it�/Y_s►�c- �...._ �1/1/.�fh�� _ �b��i�i `� W W W W -- ' 922 - -- _ - 921 r J 918 - - -' -- -- ---- -- - - _- PROPOSED MAINTEIINCE c/s I FACILITY j ° I F.F.E.= 916.53 I I I i7- - -- I / W � 12" WIDE CONCRETE WALL APPROX. 5.7' HIGH W W W `. s J I I TP El MATERIAL STORAGE BINS 11 F47 —F 7— EXISTING , , r---- - -_ --t (; . ' , i � ' , , , W W W W W W W W , , •� I ��, � r MAINTENANCE BUILDING FFE= 916.53 _ _ - .;�` -- -- -- -- - -`- -- - -- -' I __ __ ' - -, i , i T iI I I I � -i j' ' , /I/ / W W W�LJ•W W � , , ,/ / , i / I I c i I I I 1 X _, ` , / / / / , , // W I i g+ J - - - -- - - - -- - - - -- - - -- / - - -- / I S Z 1 I I x I I 916 s i' ET 9 I 91 1 I LLJ LLJ zz I j- U CITY OF A M E L ;( o i �T s STREET D PARTMENT I ( I 918 1 I 1\ g�6 \ %7 i I ° . EXISTING L- � WATER, TOWER k --� I EXISTING ; f ' t I BUILDING 2 BUILDING CONTRACTOR ROPOSE _ -- XISTI EXISTING TRACTOR 3 GINGEA STAGING AREA I I a; , L, - �► + r u I i i I i It Ir ' I- it )� i��l! '�_ _ �i `,.�� _'�- .O`"i�i >�''10`_� "' -�.✓ �.c_ �-i. `"i. -;� - {'-- �,L -�-- � � _ =� -�Y� _ ! _ `-�` �--. ��__ --� > I _ I ' � -, - ,� ;r I _ - �' i Y ? �� ) ��i 4 < , ,�) ( _�•! .'�,r, -•� ,�` r � l,. C.! /j..J i .� -i !`,. f' l,- ��:1 - <X _ __ _ r a{ -u J, f - �.J . -. X % �U �� - ✓ �' 1y, I I l / T7L� �_ _ �1' Jr ^7 -.✓(' •`„_/ �. � i'�.._. > -r'� �Y�', ;�..i/ �, r• _.�-` J -,r :,.._1 _v. �-- - - �: .�. �`^ - -�.� r ,J`:;;" -t_ _,:F' I 1 _ ,rte mil,_ „ �� .ti-.. (- �,S / < �,r ,.J , ,. ,� � l_>L� .._' , _.-r • i,. , r� r , �✓. �.- r � - --'-- . •= '- `L-��-� -%.- ,.�-_ _ - - Q I • ` i i � . �. 1 - 1 x - -- -- -- -- v Ifl I- _ - - -- -- ------ - - - ------------- -_ -- ------- 9 v X k}gE,EXIS;"ING T$N 20D / ____ _ _ L I - -_ —____ - -_ �== r=—=- - -__ —_ —_ ___ = �_ -- = _ --}__— 91 iiI _ ____ ___ _-1 I 1 _ __ All -FOR CONSTRUCTION ENTRANCE X �ttt� X k X — _ _ _ _ / — — : -X l - -- , �--- NRI IRON F i - 1 I _ - _ , -1 --------- __ __ _ _ __ ___ ____ __ _ _ _ ___ �5 - �_ _ �. _ ��'` � ilk _ : 0-)I I� 9 I 2 / --- - - - - -- - - - -- - - -- - 922 - - _1 g� 9 - - -- __ _ 920 -- 919 -- - - - _. - - - - - 18 �- --- —� 917 \ I I 9 17 9At 0 `91, I � I I `• � I s - � i LEGEND PROPOSED EROSION CONTROL SYMBOL/ DETAIL DESCRIPTION HATCH /LINETYPE NO. ❑ (9- INLET SILT BARRIER O(9-YARD GRATE SILT BARRIER PERMANENT SEEDING WITH %i EROSION CONTROL BLANKET - SC150 W W W W W PERMANENT SEEDING WITH MULCH W W W W W W W TEMPORARY EC -30 CONSTRUCTION ENTRANCE 12 INCHES OF #2 STONE (30'W x 1001) Minimum SF EC-2 - SILT FENCE BARRIER .� �. - CONSTRUCTION LIMITS / FENCING TP LS -15 S -15 PRESERVATION TREE EROSION CONTROL NOTES- 1. SEE SHEET C101 FOR SOILS MAP AND SOIL CHARACTERISTICS. 2. SEE SHEET C402 FOR EROSION NOTES AND SHEET C403 FOR EROSION DETAILS. 3. SILT FENCE BARRIER TO BE INSTALLED PRIOR TO CONSTRUCTION. 4. EROSION CONTROL MEASURES TO BE MAINTAINED THROUGHOUT THE ENTIRE CONSTRUCTION PROCESS. 5. STORM WATER DISCHARGE WILL NOT ENTER THE GROUNDWATER FOR THIS PROJECT. 6. SEE EROSION CONTROL SPECIFICATIONS FOR ALL EROSION CONTROL MEASURES SCHEDULES AND SEQUENCES. 7. CONTRACTOR TO PROVIDE A STABLE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE /EXIT CONDITION FROM THE CONSTRUCTION SITE TO KEEP MUD AND SEDIMENT OFF PUBLIC ROADS. 8. EROSION CONTROL MAINTENANCE - SITE TO BE INSPECTED AT LEAST ONCE A WEEK AND MAKE REPAIRS IMMEDIATELY AFTER PERIODS OF RAINFALL. 9. THE 100 YEAR FLOODPLAIN, FLOODWAY FRINGE AND FLOODWAYS ARE NOT PRESENT 10. PRESENCE OF HYDRIC SOILS. 11. CONTRACTOR TO PROVIDE THE COUNTY SOIL AND WATER CONSERVATION DISTRICT(S) WITH A NARRATIVE DESCRIBING THE CONSTRUCTION SEQUENCE, INCLUDING START DATES FOR EACH LAND DISTURBING ACTIVITY. 12.A PRE - CONSTRUCTION MEETING BETWEEN THE CITY OF CARMEL AND THE PROJECT COORDINATOR SHALL OCCUR 48 HOURS PRIOR TO EARTH DISTURBING ACTIVITIES. 13. ASPHALT SURFACE TO REMAIN CLEAN DURING CONSTRUCTION PER OWNER SATISFACTION. 14.ANY CURB OR ASPHALT PAVEMENT DAMAGED DURING CONSTRUCTION TO BE REPAIRED OR REPLACED UPON COMPLETION OF PROJECT PER OWNER SATISFACTION. KEYNOTE LEGEND OANY CURB OR ASPHALT PAVEMENT DAMAGED DURING CONSTRUCTION TO BE REPAIRED OR REPLACED UPON COMPLETION OF PROJECT PER OWNER SATISFACTION. O2 METAL FENCE TO BE CONSTRUCTED WITH WATER OPERATIONS FACILITY. OCONTRACTOR MAY NEED TO ADD MORE STONE TO EXISTING CONSTRUCTION ENTRANCE. PRIOR TO DIGGING CONTACT CAUTION: LOCATIONS OF ALL EXISTING I 1' > V UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE CARMEL UTILITIES 1- 317 - 571 -2648 BASED UPON ABOVE GROUND EVIDENCE (including, but not limited to, manholes, inlets, valves, and DUKE ENERGY 1- 800 - 382 -5544 marks made upon the ground by others) AND ARE CARMEL ENGINEER 1 -317- 571 -2441 SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE VECTREN ENERGY 1- 800 - 382 -5544 IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO BRIGHT HOUSE CABLE 1- 317 - 844 -8877 ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND FIBER OPTIC COMMUNICATIONS 1- 317 - 571 -2586 IJ UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR ! ✓ / PRIOR TO ANY AND ALL CONSTRUCTION. / W !W'r•Ee?��/ -APA' ! O ! . 6' WROUGHT IRON FENCE v :� . �v�,+ Q/, If/ .a!�r�rv�:�•�iSit""vdp�0►'dyd.Y "'� - _ - -- � .��l1dd�di�/,.�%L..Ii�`��,. �d��J'��=•3JY.�l/iC"' ��►.�/�J►�lry�,p9yy �'O o � �I' i��.�1 // ��. t' �2Y�e��dLi/�it�/Y_s►�c- �...._ �1/1/.�fh�� _ �b��i�i `� W W W W -- ' 922 - -- _ - 921 r J 918 - - -' -- -- ---- -- - - _- PROPOSED MAINTEIINCE c/s I FACILITY j ° I F.F.E.= 916.53 I I I i7- - -- I / W � 12" WIDE CONCRETE WALL APPROX. 5.7' HIGH W W W `. s J I I TP El MATERIAL STORAGE BINS 11 F47 —F 7— EXISTING , , r---- - -_ --t (; . ' , i � ' , , , W W W W W W W W , , •� I ��, � r MAINTENANCE BUILDING FFE= 916.53 _ _ - .;�` -- -- -- -- - -`- -- - -- -' I __ __ ' - -, i , i T iI I I I � -i j' ' , /I/ / W W W�LJ•W W � , , ,/ / , i / I I c i I I I 1 X _, ` , / / / / , , // W I i g+ J - - - -- - - - -- - - - -- - - -- / - - -- / I S Z 1 I I x I I 916 s i' ET 9 I 91 1 I LLJ LLJ zz I j- U CITY OF A M E L ;( o i �T s STREET D PARTMENT I ( I 918 1 I 1\ g�6 \ %7 i I ° . EXISTING L- � WATER, TOWER k --� I EXISTING ; f ' t I BUILDING 2 BUILDING CONTRACTOR ROPOSE _ -- XISTI EXISTING TRACTOR 3 GINGEA STAGING AREA I I a; , L, - �► + r u I i i I i It Ir ' I- it )� i��l! '�_ _ �i `,.�� _'�- .O`"i�i >�''10`_� "' -�.✓ �.c_ �-i. `"i. -;� - {'-- �,L -�-- � � _ =� -�Y� _ ! _ `-�` �--. ��__ --� > I _ I ' � -, - ,� ;r I _ - �' i Y ? �� ) ��i 4 < , ,�) ( _�•! .'�,r, -•� ,�` r � l,. C.! /j..J i .� -i !`,. f' l,- ��:1 - <X _ __ _ r a{ -u J, f - �.J . -. X % �U �� - ✓ �' 1y, I I l / T7L� �_ _ �1' Jr ^7 -.✓(' •`„_/ �. � i'�.._. > -r'� �Y�', ;�..i/ �, r• _.�-` J -,r :,.._1 _v. �-- - - �: .�. �`^ - -�.� r ,J`:;;" -t_ _,:F' I 1 _ ,rte mil,_ „ �� .ti-.. (- �,S / < �,r ,.J , ,. ,� � l_>L� .._' , _.-r • i,. , r� r , �✓. �.- r � - --'-- . •= '- `L-��-� -%.- ,.�-_ _ - - Q I • ` i i � . �. 1 - 1 x - -- -- -- -- v Ifl I- _ - - -- -- ------ - - - ------------- -_ -- ------- 9 v X k}gE,EXIS;"ING T$N 20D / ____ _ _ L I - -_ —____ - -_ �== r=—=- - -__ —_ —_ ___ = �_ -- = _ --}__— 91 iiI _ ____ ___ _-1 I 1 _ __ All -FOR CONSTRUCTION ENTRANCE X �ttt� X k X — _ _ _ _ / — — : -X l - -- , �--- NRI IRON F i - 1 I _ - _ , -1 --------- __ __ _ _ __ ___ ____ __ _ _ _ ___ �5 - �_ _ �. _ ��'` � ilk _ : 0-)I I� 9 I 2 / --- - - - - -- - - - -- - - -- - 922 - - _1 g� 9 - - -- __ _ 920 -- 919 -- - - - _. - - - - - 18 �- --- —� 917 \ I I 9 17 9At 0 `91, I � I I `• � I s - � i LEGEND PROPOSED EROSION CONTROL SYMBOL/ DETAIL DESCRIPTION HATCH /LINETYPE NO. ❑ (9- INLET SILT BARRIER O(9-YARD GRATE SILT BARRIER PERMANENT SEEDING WITH %i EROSION CONTROL BLANKET - SC150 W W W W W PERMANENT SEEDING WITH MULCH W W W W W W W TEMPORARY EC -30 CONSTRUCTION ENTRANCE 12 INCHES OF #2 STONE (30'W x 1001) Minimum SF EC-2 - SILT FENCE BARRIER .� �. - CONSTRUCTION LIMITS / FENCING TP LS -15 S -15 PRESERVATION TREE EROSION CONTROL NOTES- 1. SEE SHEET C101 FOR SOILS MAP AND SOIL CHARACTERISTICS. 2. SEE SHEET C402 FOR EROSION NOTES AND SHEET C403 FOR EROSION DETAILS. 3. SILT FENCE BARRIER TO BE INSTALLED PRIOR TO CONSTRUCTION. 4. EROSION CONTROL MEASURES TO BE MAINTAINED THROUGHOUT THE ENTIRE CONSTRUCTION PROCESS. 5. STORM WATER DISCHARGE WILL NOT ENTER THE GROUNDWATER FOR THIS PROJECT. 6. SEE EROSION CONTROL SPECIFICATIONS FOR ALL EROSION CONTROL MEASURES SCHEDULES AND SEQUENCES. 7. CONTRACTOR TO PROVIDE A STABLE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE /EXIT CONDITION FROM THE CONSTRUCTION SITE TO KEEP MUD AND SEDIMENT OFF PUBLIC ROADS. 8. EROSION CONTROL MAINTENANCE - SITE TO BE INSPECTED AT LEAST ONCE A WEEK AND MAKE REPAIRS IMMEDIATELY AFTER PERIODS OF RAINFALL. 9. THE 100 YEAR FLOODPLAIN, FLOODWAY FRINGE AND FLOODWAYS ARE NOT PRESENT 10. PRESENCE OF HYDRIC SOILS. 11. CONTRACTOR TO PROVIDE THE COUNTY SOIL AND WATER CONSERVATION DISTRICT(S) WITH A NARRATIVE DESCRIBING THE CONSTRUCTION SEQUENCE, INCLUDING START DATES FOR EACH LAND DISTURBING ACTIVITY. 12.A PRE - CONSTRUCTION MEETING BETWEEN THE CITY OF CARMEL AND THE PROJECT COORDINATOR SHALL OCCUR 48 HOURS PRIOR TO EARTH DISTURBING ACTIVITIES. 13. ASPHALT SURFACE TO REMAIN CLEAN DURING CONSTRUCTION PER OWNER SATISFACTION. 14.ANY CURB OR ASPHALT PAVEMENT DAMAGED DURING CONSTRUCTION TO BE REPAIRED OR REPLACED UPON COMPLETION OF PROJECT PER OWNER SATISFACTION. KEYNOTE LEGEND OANY CURB OR ASPHALT PAVEMENT DAMAGED DURING CONSTRUCTION TO BE REPAIRED OR REPLACED UPON COMPLETION OF PROJECT PER OWNER SATISFACTION. O2 METAL FENCE TO BE CONSTRUCTED WITH WATER OPERATIONS FACILITY. OCONTRACTOR MAY NEED TO ADD MORE STONE TO EXISTING CONSTRUCTION ENTRANCE. PRIOR TO DIGGING CONTACT CAUTION: LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE CARMEL UTILITIES 1- 317 - 571 -2648 BASED UPON ABOVE GROUND EVIDENCE (including, but not limited to, manholes, inlets, valves, and DUKE ENERGY 1- 800 - 382 -5544 marks made upon the ground by others) AND ARE CARMEL ENGINEER 1 -317- 571 -2441 SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE VECTREN ENERGY 1- 800 - 382 -5544 IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO BRIGHT HOUSE CABLE 1- 317 - 844 -8877 ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND FIBER OPTIC COMMUNICATIONS 1- 317 - 571 -2586 UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. a O m K w W � w M w Z �_ w = N 5 w4!WZ�Z , D Zw ¢ �- ZZ >F- U O w (n LLJ j U Z Z Z Q N Q Q Q o Q 5-13 -j U 00 0) r O � I N `- C) N 0<r- cr- 77 = z XQ Q Q Li r'(/j� U 0 — N d r D t\ Q CD zQ 0d LLJ o ao Z L d rn W a` C~ J F- N a. Z r,) 0 ¢ �w 0 af LL q ::D Q LLJ z Z w `� o 0 Z UZ �- Z W `� c' w 0 M� Z of Q 0 Q U CC W CERTIFIED BY: Q10 - 6"0 ,�gye�LSP9w .9d8 ®i °° °��: -0 ' 10404538 M k STATE OF W lo #�s� G I AN..... �C�°° ° °• Drawn By: M. WAGNER Checked By: K. COLLINS Quality Assurance: T.SCHELLENBERGER Scale: 0 Scale: V = 30' Sheet C401 Date 10 -06-06 Project Number 0990488 -10101