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HomeMy WebLinkAboutC.407 Storm Sewer Plan & Profile0 o_ N O d- O U I O 0 U Ld U LO O O 0 N w V) Z Q J / J_ U V) 0 Z_ Q o' 0 d / to L0 O M O i a w J LL. 0 z Q o- 0 J LL LL w In r M 0 w F- 0 w M EL N I n 0 F- M 0 w ww J QQ M U �F- Z O � J w w N Q Z z z w a LOCATION OF STORM PIPE (THIS SHEET) ` Q j I I M 1 r I I , I , : >/ I •,«,�_ r•�r Not To Scale I 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. I I LEGEND I m 1 _ - - -- - _ _ r- - - -- -- - �It -- - - -- -- - - - -- O fif I co 00 + o '� 0� i-. - - - -- �- > > - - -- - zz-- V) V) -- � ao 00 + I� .. Z H "> Z � - -- - -- - -. _ 860 � © to w o - - - -- NNH of — I- N IG) _ - - - _ - EXISTING GROUND _ - - -- - _. - -- - 855 o v~ic�nz 1 -- -- - - - - - -- - ;U I Sign a Buried Electric Line 1 < - - -- - - -- - O L! -- - - - c Deciduous Tree 850 r I Electric Box PROPOSED GRADE D Ground Light -- Reinforced Concrete Pipe Light Pole 845 m \ / Transformer cpp o I i pvc C) QT 845 ID_ Z I 1 - I 1 ,OZ 1 0 +00 1 STORM STR 54 IN V(W): 843.10 1 +00 O 0 N 0- 30' 60' SCALE: 1"=30' Ny bjm Kim 1�n I ` IM 1 I Id I I ,_ STORM STR 51 i I TR:847.66 I STORM LINE 9 1 1 I I I � I ° i I I I I I I y 5X5 IZ S3 01-410913 ,9 IWS3 01-110a13 9 -- - -STORM STR 53 TR:850.49 TR: 849.39 SCALE: 1"=30' (HORIZ) 865 STORM LINE 9 1 "= 5' (VERT) 865 860 LEGEND 0 O O -- - __ - + 00 a> - - -- - - - - - - - _. _ . - - N N LO co LO - - _ . - -,- r7 O - �'"�'� CO ^'_z Lz' N 00 - - - - o a .. > > - - V) V) Z_ Z _ - - -- - _ _ r- - - -- -- - �It -- - - -- -- - - - -- O fif I co 00 + o '� 0� i-. - - - -- �- > > - - -- - zz-- V) V) -- MT ao 00 + I� .. Z H "> Z � - -- - -- - -. _ 860 Telephone Pedestal © to w o - - - -- NNH of — I- N 855 _ - - - _ - EXISTING GROUND _ - - -- - _. - -- - 855 o v~ic�nz - -- -- - - - - - -- - Stand Pipe —v— Sign a Buried Electric Line 850 Coniferous Tree - - -- - - -- - -- - - - - L! -- - - - Buried Water Line Deciduous Tree 850 Top Of Rim Elevation )E( Electric Box PROPOSED GRADE Invert Elevation Ground Light -- Reinforced Concrete Pipe Light Pole 845 Clay Pipe \ / Transformer cpp i ® i pvc Plastic Pipe QT 845 840 840 835 233 LF OF 18" RCP ®0.18% SLOPE.. _ -_ _ 233 LF- OF 18" RCP ®0.18% SLOPE T 835 79 LF OF 18" - - -_- RCP_ ®0.18 SLOP 830 I 830 825 r - r - - -- -- p rn ! 00 - - -- - - - fp r� rn rn; � LO 1 t4 00 co � � 0� _ �n U� o LO a3, i 825 o oU) 0 +0 -- BENCH INFORMATION ('88 datum) BB 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 ". EV = 838.62 0 +00 1+00 2 +00 3 +00 4 +00 5 +00 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 TBM 80 CHISELED SQUARE ON NORTH SIDE LIGHT POLE BASE; ±300' EAST OF PENNSYLVANIA STREET ON SOUTH SIDE JOHN KIRK FURNITURE BUILDING. E FV = 857.65 ASI TBM &I CHISELED "X" ON EAST BOLT FIRE HYDRANT ON WEST SIDE PENNSYLVANIA STREET IN FRONT OF ADDRESS: 12065; EAST MOST OF TWO FIRE HYDRANTS. EV = 860.20 EXISTING TOPOGRAPHY LEGEND i Beehive Inlet V Telephone Marker MT Curb Inlet iD- Telephone Pedestal © Lid T YZ Fire Hydrant • Guard Post 'f' Sprinkler Valve QS Sanitary Manhole o Stand Pipe —v— Sign a Buried Electric Line Coniferous Tree t Buried Telephone Line L! 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 0 Transformer cpp Corrugated Plastic Pipe ® Telephone Handhole pvc Plastic Pipe QT Telephone Manhole PROPOSED I M.E. EP BC TC 000 TC 000.50 BC 000.00 000.00 "RADING LEGEND MATCH EXISTING EDGE OF PAVEMENT BOTTOM OF CURB TOP OF CURB CONTOURS FLOW LINE CURB ELEVATIONS SPOT ELEVATIONS CAUTION 1! 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 TIME 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 Q COO C F-U-j" O U) N In d 0111 N Z Z uM v J 5 L] J LL In z CL O (n Q Lo OZLO to Qr: tiz"' M J w z z Z - W z Va Uj cc a� y MEMO JQ•,`� JG� QQG10 V, o�5 G CERTIFIED BY J W a L p J ,� W JN V� W c H N 0 a c� O Z . m a V> >? �a LLJ Nj 0 J WccW � — Zz� JZ oc W � j ~aa Z V C� ~ c N �0 O Z ch �Z a a � X J a W X REVISIONS STORM SEWER PLAN AND PROFILE SHEET NO. C.407 OF DATE: 05/17/2013 DRAWN BY. JCS CHK'D BY. RLN JOB NO. 2013.00569 REVISIONS STORM SEWER PLAN AND PROFILE SHEET NO. C.407 OF