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HomeMy WebLinkAboutC.403 Storm Sewer Plan & ProfileU 0 M o_ 0 0 U I 0 0 U w U ai LO 0 0 0 N H W W z Q J / J U V) C7 Z_ Q 0 L0 0 0 N LEI J U_ 0 z a Ir 0 J LL_ LL_ Ld V) r M Ld 0 U-1 o_ N .ii i Q r� ❑ W w LJ J Q¢ U z� z_o Fr J CL a- . �� / / STORM STR / TR: 851.23 / / / ii .000� Ole Ole e�. Ole 0 STORM STR 9 9�� TR:850.49 — -- -- - \ O ?M LINE 1 us ivin q i STORM STD 12 TR: 851.62 _ F +00 LEGEND I� i oa —Q— Telephone Marker I STORM STD 12 TR: 851.62 _ F +00 V 0 ONIMin 8.9 __� - -- + 43SOd08d I i I I x, I4 r -_ - STORM LINE 1 STORM STR 1 I I TR: 853.00 8+00 I � _ STORM STR 2 TR: 851.91 0 a c A t0 0 0' 30' 60' SCALE: 1"=30' SCALE: 1: = 30' (HORIZ) STORM LINE 1 1" = 5' (VERT) 865 0 +00 1+00 2 +00 3 +00 4 +00 5 +00 6 +00 7 +00 8 +00 NOTE: PROPOSED WATER, GAS, ELECTRICAL AND TELECOMMUNICATION LINES SHOWN ARE ESTIMATED AND SHALL BE COORDINATED IN THE FIELD BY THE CONTRACTOR AND /OR APPROPRIATE UTILITY COMPANY TO ENSURE PROPER VERTICAL SEPARATION IS PROVIDED. 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 ACE TBM 50 CHISELED SQUARE E. SIDE LIGHT ('88 datum) POLE CONC BASE 250'± S. OF N.E. CORNER SITE AND 30'± E. OF EAST R. ELEV = 845.34 BRONZE DISK SET IN THE TOP OF THE NE CORNER OF A CONC. SWITCH BASE; 8 INCHES ASI TBM 80 BELOW THE LEVEL OF THE RAILROAD TRACKS; 2 CHISELED SQUARE ON NORTH SIDE LIGHT POLE YARDS EAST OF THE EAST RAIL; 7 RAILS SOUTH BASE; ±300' EAST OF PENNSYLVANIA STREET ON OF 111TH STREET, 10 RAILS NORTH OF THE SOUTH SIDE JOHN KIRK FURNITURE BUILDING. CROSSING OF THE INDIANA RAILROAD; 11.5 RAILS ELEV = 857.65 NORTH OF MILE POST B 170; 2 MILES SOUTH OF THE STATION ALONG THE RAILROAD. ASI TBM 81 STAMPED "Y 42 1934 ". CHISELED "X" ON EAST BOLT FIRE HYDRANT ON ELEV = 838.62 WEST SIDE PENNSYLVANIA STREET IN FRONT OF ADDRESS: 12065; EAST MOST OF TWO FIRE HYDRANTS. ELEV = 860.20 EXISTING TOPOGRAPHY LEGEND I� i oa —Q— Telephone Marker I Curb Inlet -a Telephone Pedestal D Lid Fire Hydrant • Guard Post +j �S Sanitary Manhole o ! Sign a Buried Electric Line Coniferous Tree t Buried Telephone Line �J. Tree Stump w i Deciduous Tree tr STORM STR 4 Electric Box inv Invert Elevation Ground Light rcp Reinforced Concrete Pipe = vcp - TR: 851.83 ® Transformer cpp Corrugated Plastic Pipe ® Telephone Handhole pvc Plastic Pipe QT Telephone Manhole 04 I W y Pei 1 (j�I T ® z M � I �� I —W E` lR 3' i S380V LW L r8 MIS 'j•S Z89`89 I I I u (C 438 'bOl) V ® V 0 ONIMin 8.9 __� - -- + 43SOd08d I i I I x, I4 r -_ - STORM LINE 1 STORM STR 1 I I TR: 853.00 8+00 I � _ STORM STR 2 TR: 851.91 0 a c A t0 0 0' 30' 60' SCALE: 1"=30' SCALE: 1: = 30' (HORIZ) STORM LINE 1 1" = 5' (VERT) 865 0 +00 1+00 2 +00 3 +00 4 +00 5 +00 6 +00 7 +00 8 +00 NOTE: PROPOSED WATER, GAS, ELECTRICAL AND TELECOMMUNICATION LINES SHOWN ARE ESTIMATED AND SHALL BE COORDINATED IN THE FIELD BY THE CONTRACTOR AND /OR APPROPRIATE UTILITY COMPANY TO ENSURE PROPER VERTICAL SEPARATION IS PROVIDED. 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 ACE TBM 50 CHISELED SQUARE E. SIDE LIGHT ('88 datum) POLE CONC BASE 250'± S. OF N.E. CORNER SITE AND 30'± E. OF EAST R. ELEV = 845.34 BRONZE DISK SET IN THE TOP OF THE NE CORNER OF A CONC. SWITCH BASE; 8 INCHES ASI TBM 80 BELOW THE LEVEL OF THE RAILROAD TRACKS; 2 CHISELED SQUARE ON NORTH SIDE LIGHT POLE YARDS EAST OF THE EAST RAIL; 7 RAILS SOUTH BASE; ±300' EAST OF PENNSYLVANIA STREET ON OF 111TH STREET, 10 RAILS NORTH OF THE SOUTH SIDE JOHN KIRK FURNITURE BUILDING. CROSSING OF THE INDIANA RAILROAD; 11.5 RAILS ELEV = 857.65 NORTH OF MILE POST B 170; 2 MILES SOUTH OF THE STATION ALONG THE RAILROAD. ASI TBM 81 STAMPED "Y 42 1934 ". CHISELED "X" ON EAST BOLT FIRE HYDRANT ON ELEV = 838.62 WEST SIDE PENNSYLVANIA STREET IN FRONT OF ADDRESS: 12065; EAST MOST OF TWO FIRE HYDRANTS. ELEV = 860.20 EXISTING TOPOGRAPHY LEGEND DRAWN BY: i Beehive Inlet —Q— Telephone Marker ® Curb Inlet -a Telephone Pedestal © Lid Fire Hydrant • Guard Post Sprinkler Valve �S Sanitary Manhole o Stand Pipe Sign a Buried Electric Line Coniferous Tree t Buried Telephone Line �J. Tree Stump w Buried Water Line Deciduous Tree tr Top Of Rim Elevation )E( 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 PROPOSED M.E. EP BC TC 000 FT —C 000.50 BC 000.00 000.00 "NRADING LEGEND MATCH EXISTING EDGE OF PAVEMENT BOTTOM OF CURB TOP OF CURB CONTOURS FLOW LINE CURB ELEVATIONS SPOT ELEVATIONS CAUTION II THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ( including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others ) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1- 800 - 382 -5544 CALL TOLL FREE - INDIANA UNDERGROUND - NOTE: NOTE: NO EARTH DISTURBING ACTIVITY MAY CONTACT CARMEL UTILITIES DIRECTLY FOR COMMENCE WITHOUT AN APPROVED THEIR UTILITY LOCATES. STORM WATER MANAGEMENT PERMIT NOTE: THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS. DEVIATIONS FROM THE APPROVED DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE CITY OF CARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. AN EXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDED AS A REQUIREMENT ON AS- BUILT /RECORD DRAWINGS SUBMITTED FOR RELEASE OF PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS GENERATING VELOCITIES OF 2.5 FPS OR LESS OR 10 FPS OR GREATER (AT FULL FLOW CAPACITY) SHALL REQUIRE AS -BUILT CERTIFICATION AT THE 11ME OF CONSTRUCTION, PRIOR TO BACKFILLING THE PIPE. THE CONTRACTOR IS INSTRUCTED TO AS -BUILT EACH SECTION OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGN PLANS AND AS APPROVED BY THE CITY OF CARMEL. O O N U M O } Q (O vi C �LO -q- s U) N V d ❑ CD I,- Q Z M uj U LL QO to O U)¢Lo 0ZLO co F5 � zLO M J W H �v z Z- W z U Q_ LuCr. Q ■NOME■ IC P n� I CERTIFIED BY J W a LL J O� JN LU 01 �y O�N 5az .40 CO) > >� (1) >Z CC N J d LU LuQ w O WyW zzz Z M LU �Wav ~aa X �0 �Z z0 Z a:t a � J a W DATE: 05/17/2013 DRAWN BY: JCS CHK'D BY: RLN JOB NO. 2013.00569 REVISIONS STORM SEWER PLAN AND PROFILE SHEET NO. C.403 OF