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HomeMy WebLinkAboutC.500 Erosion Control Plani I 0 -IQ, .' " k10 ■ - _ • p �: .•:r. i I �� .�'��- i�.�`� -�__ � � - - - - --� - � - _ t -- - - _ -T��� *- �� s i T �T ►.�T .r �w .►!i- .av _�o _�. _� w t!.. _-�- .� - � . _� � T A � '� �0 � � ��M4 I� • • W ��1��mo- �d. �-+l�.�������i �T����►�� - �1.� - - �����Q _ ��► ® + �����.. w�D�- iis '-: ��_' � _ '.�:5� °�► ®w.►-�r.�T�T�T�T�T ♦��� s � 'S � � .a � �"�--'�- c�-� -� � . _� _� « T�'►-�� -_ .`fir � -_ � T�T�T�'I� 1 -� 1 � �_�► ill►. �� Z�♦ Ii %�.a►��:r.�a 3, • - - - T T i- i;��� ♦♦�• �� om F4 I Sanitary Manhole o j I� I + I ` - ex. san itary mh d I t 4.1 ��h� • II � O • I SILT FENCE INLET ± : 855.51 Coniferous Tree t c U � inv(w):846.0 Tree Stump V) Buried Water Line 11 j ex. curb inlet r: 959,56 � II :nv(e): 854.86 I li I' I r D VI W 3 0 LO 0 of 0 LO 0 U W U Oi co 0 0 0 3 U) I ZI < I j I J V) z a o! o ; V 0 I J j z f o' 0 L UUj Uj o I °w Q a o I- o r� w � I U� J I ¢Q U I z0 J 0_ ll FS ij U) of v, ex. curb inlet :q tr: 859, 54 1 inv(w):854.59 inv(n):854.99 inv(s): 852.87 1 19A , �I o`° ex. curb inlet tr: 856.91 inv(n):851.13 inv(s):85'.13 • ! 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TC 852.75 TC 853.90 TIC 853.35 TR:852.50 r � -- 4 ; _ �fi &, „ �`' Detention Pond Easement 4" quad ` BC 852.25 5 BC 853.40 B� 852.851 b , 6 4 ' _... - -------- - - - - -- Inst. No. 2007017757 -- F k O r I j �/ BC 852.61 I 0 O - - 854.00 w , 853.45 -- \k\ M 1 r z r; � � 6i 52.98' O r � 1 TO REMAIN UNDISTURBED bCx 6 � STORM STR 5 TC 852.88 �O 853.35 854.00 y: OUGHOUT CONSTRUCTION 854.34 $ 44 BC 852.38 ct TH \ , r �.x� 6" i 854.14 + BC 851.70 h ITC �r' z T., 854.._ i. _ _ n� ♦ � TCf g 2� 11� L v . j 7 -BC 854.0 - - ` !w' + n 1 BC 852. 5 - x c, r, k, �.r ?� t �' �cx�S• `� O E STORM STR 1+0 �:' rt �. TC 85;.95 j Q TC 852.08 0114 S BC 851 45 ST ' eC 851.5a 8s D � �,= v. STORM STR 9 _ TR:851.23 � � �� ,.� -- S , F p � - 9 TR:850.49 r / +. 0 30 60 - 1- - -- SF % - j ._ - SF - Q - - - ` / g ) - � SCALE 1 " 30' 2 �^ O. y 8 sl n�� STORM STR 7 �• r- -� -ti Y? SF SF _ , /// - '�� ��������•,.'.�,I \ h O o ^ � ^� hti • �a �TR:850.9'3 � =+� o 4 „ 4 " q , � GRAVEL °° t 854.22 M E t- -____� - (O 4 �� r U CTI O / Y . -- h 8432 M I-- ____ -�" o - - AREA ���� TTr _ ah _ � CONSTR N F'ccn d f - •�- _� -_ __ - •• EXISTING TOPOGRAPHY LEGEND PROPOSED EROSION CONTROL LEGEND ci ' I 14 d rb� rb j �' ij -- - � � Via : _ ' do (' O + ���- '�� -� CONCRETE -- ►�-- -� _ °� , Beehive Inlet -� Telephone Marker SF ■ ■ L _ ■ ■ SILT FENCE ' -OUT y - Curb Inlet Telephone Pedestal PORT-01 WASH � J °u cl t ° # © Lid Fire Hydrant ■■+�ti ;' AREA - ��. NLET P i5 �l + 'v p PROTECTION 41_ • Guard Post Sprinkler Valve CATCH ALL � n` TEMPORARY ', � I f Q, hGi hlx , :✓ ag�C6 titi R + TRAS 3� �a'^ _� - H REA a� A R r� - _ anter J r l - - - " -- r ' I r `� o� (gross) di, 'nlv I c I Ell ex. curt, ln e' Inv(n Sanitary Manhole o Stand Pipe + RLN ` - ex. san itary mh d I + E ,1 ��h� • II � O • I SILT FENCE INLET ± : 855.51 Coniferous Tree t (cone) PROTECTION � inv(w):846.0 Tree Stump w Buried Water Line 11 854.0? TC 852.75 TC 853.90 TIC 853.35 TR:852.50 r � -- 4 ; _ �fi &, „ �`' Detention Pond Easement 4" quad ` BC 852.25 5 BC 853.40 B� 852.851 b , 6 4 ' _... - -------- - - - - -- Inst. No. 2007017757 -- F k O r I j �/ BC 852.61 I 0 O - - 854.00 w , 853.45 -- \k\ M 1 r z r; � � 6i 52.98' O r � 1 TO REMAIN UNDISTURBED bCx 6 � STORM STR 5 TC 852.88 �O 853.35 854.00 y: OUGHOUT CONSTRUCTION 854.34 $ 44 BC 852.38 ct TH \ , r �.x� 6" i 854.14 + BC 851.70 h ITC �r' z T., 854.._ i. _ _ n� ♦ � TCf g 2� 11� L v . j 7 -BC 854.0 - - ` !w' + n 1 BC 852. 5 - x c, r, k, �.r ?� t �' �cx�S• `� O E STORM STR 1+0 �:' rt �. TC 85;.95 j Q TC 852.08 0114 S BC 851 45 ST ' eC 851.5a 8s D � �,= v. STORM STR 9 _ TR:851.23 � � �� ,.� -- S , F p � - 9 TR:850.49 r / +. 0 30 60 - 1- - -- SF % - j ._ - SF - Q - - - ` / g ) - � SCALE 1 " 30' 2 �^ O. y 8 sl n�� STORM STR 7 �• r- -� -ti Y? SF SF _ , /// - '�� ��������•,.'.�,I \ h O o ^ � ^� hti • �a �TR:850.9'3 � =+� o 4 „ 4 " q , � GRAVEL °° t 854.22 M E t- -____� - (O 4 �� r U CTI O / Y . -- h 8432 M I-- ____ -�" o - - AREA ���� TTr _ ah _ � CONSTR N F'ccn d f - •�- _� -_ __ - •• EXISTING TOPOGRAPHY LEGEND PROPOSED EROSION CONTROL LEGEND ci ' I 14 d rb� rb j �' ij -- - � � Via : _ ' do (' O + ���- '�� -� CONCRETE -- ►�-- -� _ °� , Beehive Inlet -� Telephone Marker SF ■ ■ L _ ■ ■ SILT FENCE ' -OUT y - Curb Inlet Telephone Pedestal PORT-01 WASH � J °u cl t ° # © Lid Fire Hydrant ■■+�ti ;' AREA - ��. NLET P i5 �l + 'v p PROTECTION 41_ • Guard Post Sprinkler Valve CATCH ALL � n` TEMPORARY ', � I f Q, hGi hlx , :✓ ag�C6 titi R + TRAS 3� �a'^ _� - H REA a� A R r� - _ anter J r l - - - " -- r ' I r `� o� (gross) di, 'nlv I c I Ell ex. curt, ln e' Inv(n THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK, AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN ANY EXISTING OR PROPOSED CITY RIGHT -OF -WAY. 3. ALL PAVING IS TO BE COMPLETED WITHIN THE SAME PAVING SEASON. BENCH INFORMATION ('88 datum) BRA ONZE DISK SET IN THE TOP OF THE NE CORNER OF A CONC. SWITCH BASE; 8 INCHES BELOW THE LEVEL OF THE RAILROAD TRACKS; 2 YARDS EAST OF THE EAST RAIL; 7 RAILS SOUTH OF 111TH STREET; 10 RAILS NORTH OF THE CROSSING OF THE INDIANA RAILROAD; 11.5 RAILS NORTH OF MILE POST B 170; 2 MILES SOUTH OF THE STATION ALONG THE RAILROAD. STAMPED "Y 42 1934 '. ELEV = 838.62 ACE TBM 50 CHISELED SQUARE E. SIDE LIGHT POLE CONC BASE 250'± S. OF N.E. CORNER SITE AND 30'± E. OF EAST R. ELEV = 845.34 ASI TOM 80 CHISELED SQUARE ON NORTH SIDE LIGHT POLE BASE; ±300' EAST OF PENNSYLVANIA STREET ON SOUTH SIDE JOHN KIRK FURNITURE BUILDING. ELEV = 857.65 ASI TBM 81 CHISELED "X" ON EAST BOLT FIRE HYDRANT ON WEST SIDE PENNSYLVANIA STREET IN FRONT OF ADDRESS: 12065; EAST MOST OF TWO FIRE HYDRANTS. ELEV = 860.20 QS Sanitary Manhole o Stand Pipe IP RLN ` - ex. san itary mh C, a Buried Electric Line* 1 1 SILT FENCE INLET ± : 855.51 Coniferous Tree t Buried Telephone Line PROTECTION � inv(w):846.0 Tree Stump w Buried Water Line inv(s):845,66 Deciduous Tree ex Ur rim; 7- )E( ;, +r• 849.-,4 Invert Elevation ROCK DONUT on y Ground Light Inver-,: 844.6` r" - 50' Ingrees- Egress /�j\ / inv/s� 84Z.�­ , - GRAVEL CONSTRUCTION Easement // / in a 4 CITY OF CARMEL DEPARTMENT OF ENGINEERING NOTES: ® Telephone Handhole v(e :841 . QT / / 1. ALL WORK IN THE PUBLIC RIGHT -OF -WAY SHALL CONFORM TO i CURRENT CITY OF CARMEL STANDARDS. ALL STREETS AND WATER MAINS ARE TO BE CONSTRUCTED TO CARMEL STANDARD SPECIFICATIONS. ALL /i STORM SEWERS SHALL BE CONSTRUCTED TO CITY OF CARMEL AND HAMILTON COUNTY STANDARDS. CONTACT THE APPROPRIATE AGENCIES FOR - e x. beehive i n e t ADDITIONAL INFORMATION AND /OR DETAILS. tr: 846.06 2. ALL PAVING WITHIN THE EXISTING AND PROPOSED RIGHT -OF -WAY J inv(ne): 842.36 SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE - CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK, AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN ANY EXISTING OR PROPOSED CITY RIGHT -OF -WAY. 3. ALL PAVING IS TO BE COMPLETED WITHIN THE SAME PAVING SEASON. BENCH INFORMATION ('88 datum) BRA ONZE DISK SET IN THE TOP OF THE NE CORNER OF A CONC. SWITCH BASE; 8 INCHES BELOW THE LEVEL OF THE RAILROAD TRACKS; 2 YARDS EAST OF THE EAST RAIL; 7 RAILS SOUTH OF 111TH STREET; 10 RAILS NORTH OF THE CROSSING OF THE INDIANA RAILROAD; 11.5 RAILS NORTH OF MILE POST B 170; 2 MILES SOUTH OF THE STATION ALONG THE RAILROAD. STAMPED "Y 42 1934 '. ELEV = 838.62 ACE TBM 50 CHISELED SQUARE E. SIDE LIGHT POLE CONC BASE 250'± S. OF N.E. CORNER SITE AND 30'± E. OF EAST R. ELEV = 845.34 ASI TOM 80 CHISELED SQUARE ON NORTH SIDE LIGHT POLE BASE; ±300' EAST OF PENNSYLVANIA STREET ON SOUTH SIDE JOHN KIRK FURNITURE BUILDING. ELEV = 857.65 ASI TBM 81 CHISELED "X" ON EAST BOLT FIRE HYDRANT ON WEST SIDE PENNSYLVANIA STREET IN FRONT OF ADDRESS: 12065; EAST MOST OF TWO FIRE HYDRANTS. ELEV = 860.20 QS Sanitary Manhole o Stand Pipe IP RLN -n - Sign a Buried Electric Line* 1 1 SILT FENCE INLET Coniferous Tree t Buried Telephone Line PROTECTION Tree Stump w Buried Water Line 6 ©� r rs ' Deciduous Tree tr Top Of Rim Elevation dim Affiff )E( Electric Box inv Invert Elevation ROCK DONUT Ground Light rcp Reinforced Concrete Pipe x Light Pole vcp Clay Pipe GRAVEL CONSTRUCTION ® Transformer cpp Corrugated Plastic Pipe ENTRANCE ® Telephone Handhole pvc Plastic Pipe QT Telephone Manhole EROSION CONTROL BLANKET DISTURBED AREA REFER TO SHEET C.502 FOR EROSION CONTROL NOTES AND SOILS MAP O N U m O (n N In d Z Z m o11­1- a. 0 COQ C) Z U? (D ar-: 04 F0 �zz� -ti m J w H ~,j Z- LU ZV U Of 1= Q NONE ENOMEN �O 'Q. O+ �p eccwJ QQ P Gp CERTIFIED BY J W Q V U O� �N N L F LLI HNC Q z 40 co) ZQ �V >Z �Z j Olt * a W Con) W Z ZZz JWa Wav W Ja 3� �0� 00 C9 Z z J Q W REVISIONS EROSION CONTROL PLAN SHEET NO. C.500 OF DATE: 05/17/2013 DRAWN BY: JCS CHK'D BY: RLN JOB N0. 2013.00569