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Home My WebLink AboutC.501 Erosion Control PlanU 0 U w 0 L0 0 U I 0 0 LO 0 U W U of (D LO 0 0 0 w U) z J 0_ l _J N 0 co Z_ Q 0 LO O 0 o: w J U_ 0 z o' 0 J LL_ LL_ w V) r M 0 Ld 0 w a co I Ld a 0 w L� ww J aQ U N z_ F z 0 i J a_ a_ 1. U • ` F 6 Electric Lsmt 62 Electric -- �=-— }' - SD, SD D �, t �� 1_ SD _r y k L — - - - STORM STIR 52 SD 54,. 2,��- — - - -- rt F TR: 850.49 SF ! ! ! ! ! ! SF ! !, ! STOR SF R 5 ' 4�I elf SF � ! ! ! ! ! ! SF ! ! ! ! IN V(W): 843.10 SF !!- l��!!� STORM S 3 - ® i TR: 849.39 1 - _ 20' 1 I iP\ PERMANENT �RIPRAP OUTLET K PROTECTION n� 2/ 1. U • ` F 6 Electric Lsmt 62 Electric -- �=-— }' - SD, SD D �, t �� 1_ SD _r y k L — - - - STORM STIR 52 SD 54,. 2,��- — - - -- rt F TR: 850.49 SF ! ! ! ! ! ! SF ! !, ! STOR SF R 5 ' 4�I elf SF � ! ! ! ! ! ! SF ! ! ! ! IN V(W): 843.10 SF !!- l��!!� STORM S 3 - ® i TR: 849.39 1 - _ 20' 1 I iP\ PERMANENT �RIPRAP OUTLET K PROTECTION CITY OF CARMEL DEPARTMENT OF ENGINEERING NOTES: 1. ALL WORK IN THE PUBLIC RIGHT —OF —WAY SHALL CONFORM TO CURRENT CITY OF CARMEL STANDARDS. ALL STREETS AND WATER MAINS ARE TO BE CONSTRUCTED TO CARMEL STANDARD SPECIFICATIONS. ALL STORM SEWERS SHALL BE CONSTRUCTED TO CITY OF CARMEL AND HAMILTON COUNTY STANDARDS. CONTACT THE APPROPRIATE AGENCIES FOR ADDITIONAL INFORMATION AND /OR DETAILS. 2. ALL PAVING WITHIN THE EXISTING AND PROPOSED RIGHT —OF —WAY 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 AND 30'± E. OF EAST R. ELEV = 845.34 ASI TBM 80 CHISELED SQUARE ON NORTH SIDE LIGHT POLE BASE; ±300' EAST OF PENNSYLVANIA STREET 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 EXISTING , _ r, CHK'D BY: Beehive Inlet —� Telephone Marker 12 Curb Inlet -o- Telephone Pedestal X i • Guard Post Z Sprinkler Valve IT i 5 Stand Pipe Q Sign a Buried Electric Line Coniferous Tree t Buried Telephone Line x STOR -S,TR 51 4� r l Deciduous Tree tr Top Of Rim Elevation Z Electric Box TR: 847.66 `n Ground Light Q Reinforced Concrete Pipe Light Pole vcp Clay Pipe ® Transformer cpp Corrugated Plastic Pipe ® Telephone Handhole pvc Plastic Pipe QT Telephone Manhole TO rt ! I 0 1 w � N ' � Crr>t;; CITY OF CARMEL DEPARTMENT OF ENGINEERING NOTES: 1. ALL WORK IN THE PUBLIC RIGHT —OF —WAY SHALL CONFORM TO CURRENT CITY OF CARMEL STANDARDS. ALL STREETS AND WATER MAINS ARE TO BE CONSTRUCTED TO CARMEL STANDARD SPECIFICATIONS. ALL STORM SEWERS SHALL BE CONSTRUCTED TO CITY OF CARMEL AND HAMILTON COUNTY STANDARDS. CONTACT THE APPROPRIATE AGENCIES FOR ADDITIONAL INFORMATION AND /OR DETAILS. 2. ALL PAVING WITHIN THE EXISTING AND PROPOSED RIGHT —OF —WAY 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 AND 30'± E. OF EAST R. ELEV = 845.34 ASI TBM 80 CHISELED SQUARE ON NORTH SIDE LIGHT POLE BASE; ±300' EAST OF PENNSYLVANIA STREET 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 EXISTING TOPOGRAPHY LEGEND CHK'D BY: Beehive Inlet —� Telephone Marker ® Curb Inlet -o- Telephone Pedestal Q Lid Fire Hydrant • Guard Post �j` Sprinkler Valve QS Sanitary Manhole O Stand Pipe —� Sign a Buried Electric Line Coniferous Tree t Buried Telephone Line Tree Stump w Buried Water Line Deciduous Tree tr Top Of Rim Elevation Z Electric Box inv Invert Elevation Ground Light rcp Reinforced Concrete Pipe Light Pole vcp Clay Pipe ® Transformer cpp Corrugated Plastic Pipe ® Telephone Handhole pvc Plastic Pipe QT Telephone Manhole SEEDING NOTE: ALL DISTURBED AREAS ARE SUBJECT TO TEMPORARY SEEDING DURING CONSTRUCTION AND PERMANENT SEEDING AFTER CONSTRUCTION IS COMPLETED. (REFER TO LANDSCAPE PLAN FOR PERMANENT SEEDING LIMITS) REFER TO SHEET C.502 FOR EROSION CONTROL NOTES AND SOILS MAP U 30' 60' SCALE: 1"=30' - -• -• �hI� • . Y;. 9 ■ = 01SF ! 0 IP ■ ■ �i I SHROR0800*1 R SILT FENCE CATCH ALL INLET PROTECTION SILT FENCE INLET PROTECTION AM ROCK DONUT GRAVEL CONSTRUCTION ENTRANCE EROSION CONTROL BLANKET DISTURBED AREA LO U H W W ,2,^ vI ,W V v O O N U �_ C' ) L0 H 'IT 0 U) N p. (0 P': N ZZcxx� wui 0 J LL y <00 U)QLo O Q I � �zL0 _r_�_ Cl) J w Ld H U Z z' Q v U L Q Ch NONE v 4, NO JQ•,`� JG, G CERTIFIED BY J W a LL 0 O� J N Ww We ~ya o V1 >Z oC�z 5- J ZZ� w �- JZw� J IL I— )0, cc W =v a4 O zz a� a � J a W REVISIONS EROSION CONTROL PLAN SHEET NO. C.501 OF DATE: 05/17/2013 DRAWN BY: JCS CHK'D BY: RLN JOB N0. 2013.00569