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Home My WebLink AboutC.406 Storm Sewer Plan & ProfileUj Ld � Of Ld En. � M Ld Ld M � � L6 | _ �2 � .j Lq PROPOSED WATER, GAS, ELECTRICAL AND TELECOMMUNICATION LINES SHOWN ARE ES11MATED AND SHALL BE COORDINATED IN THE FIELD BY THE CONTRACTOR AND/OR APPROPRIATE UTILITY COMPANY TO ENSURE PROPER VER11CAL 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 MAJNS 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 3. ALL PAVING IS TO BE COMPLETED WITHIN THE SAME PAVING SEASON. 0' -�-� 30' 80, STORM STR 30-�/ |U | | | | | | |NV1W)`84478 / STORM STR 29 TR: 850.73 O (�� f �~~�~ ' 9N|O-11 STORM STR � TR: 853.00 SCALE: 1°=30' STORM LINE 7 1 5` yVERT\ 865 865 Telephone Marker ffffi C14 r- Telephone Podoato| 0] Lid Fire Hydrant 830 Guard Post Sprinkler Valve Sanitary Manhole o Stand Pipe -`,- Sign o Buried Electric Linn Coniferous Tree t Buried Telephone Lino co 040 C14 co to to N Buried Water Line Deciduous Tree tr Top Of Rim Elevation Electric Box inv 860 Ground Light rup Reinforced Concrete Pipe z� 0 vcp Clay Pipe DQ Transformer opp Corrugated Plastic Pipe (9 Telephone Hondho|o pvc Plastic Pipe `4 PROPOSED- 825 1 Lj LOA 850 zZ6 830 Baehkm |n|ot -�- Telephone Marker ffffi Curb Inlet BC Telephone Podoato| 0] Lid Fire Hydrant 830 Guard Post Sprinkler Valve Sanitary Manhole o Stand Pipe -`,- Sign o Buried Electric Linn Coniferous Tree t Buried Telephone Lino Tree Stump w Buried Water Line Deciduous Tree tr Top Of Rim Elevation Electric Box inv Invert Elevation Ground Light rup Reinforced Concrete Pipe z� Light Pole vcp Clay Pipe DQ Transformer opp Corrugated Plastic Pipe (9 Telephone Hondho|o pvc Plastic Pipe 825 1 BENCH INFORMATION 8CE JB8 50 CHISELED SQUARE E SIDE LIGHT POLE CONC BASE 350'± S. OF N.E. CORNER SITE AND 30'± E. OF EAST It. BM 839 ELEV = 845.34 BRONZE 03K SET IN THE TOP OF THE NE CORNER OF CONC. SWITCH BASE; 8 INCHES 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; ±JOO' 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 NORTH OF MILE POST B 170; 2 MILES SOUTH OF THE STATION ALONG THE RAILROAD. STAMPED °Y 42 1934~. CHISELED ~X~ ON EAST BOLT FIRE HYDRANT ON WEST SIDE PENNSYLVANIA STREET IN FRONT OF ADDRESS: 12065; EAST MOST 0F TWO FIRE HYDRANTS. XISTING TOP 0 Baehkm |n|ot -�- Telephone Marker ffffi Curb Inlet BC Telephone Podoato| 0] Lid Fire Hydrant ° Guard Post Sprinkler Valve Sanitary Manhole o Stand Pipe -`,- Sign o Buried Electric Linn Coniferous Tree t Buried Telephone Lino Tree Stump w Buried Water Line Deciduous Tree tr Top Of Rim Elevation Electric Box inv Invert Elevation Ground Light rup Reinforced Concrete Pipe z� Light Pole vcp Clay Pipe DQ Transformer opp Corrugated Plastic Pipe (9 Telephone Hondho|o pvc Plastic Pipe M.E. (D Telephone Manhole PROPOSED GRADING LEGEND MATCH EXISTING EP EDGE OF PAVEMENT BC BOTTOM OF CURB TC TOP OF CURB CONTOURS ---------- FLOW LINE FTC 000*50L IBC 000.00 1 CURB ELEVATIONS SPOT ELEVATIONS 0, �-� 30, 60, | 23 SCALE: 1"=30` 970 STORM LINE 8 1"= 5` /VERT1 870 EL a- 0 00 00 w CO of En 860 860 EXISTING PROPOSED GROUND GRADE 855 855 850 850 845 GRANULAR 845 BACKFILL GAS REQUIRED 840 WATER 840 0 0.26% SLOPE 835 835 pi 4 M 830 CAUT10N 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 MICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND U11LIlIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 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 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 REPRESENTAT1VE 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 NTH THE DESIGN PLANS AND AS APPROVED BY THE CITY OF CARMEL. 4M C'4 PM CD CO CO U) C14 LO CL Uj LO 0. Ljj MEMO CERTIFIED BY UJI cc LU cm LU LLI 440 idoc CO) Zj ELI zzz UJI UJI 0419 Md z R3 UJI DATE: 05/17/2013 DRAWN BY: JCS JOB NO. 2013.00569 REVISIONS STORM SEWER PLAN AND PROFILE SHEET NO. OF CAUT10N 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 MICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND U11LIlIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 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 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 REPRESENTAT1VE 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 NTH THE DESIGN PLANS AND AS APPROVED BY THE CITY OF CARMEL. 4M C'4 PM CD CO CO U) C14 LO CL Uj LO 0. Ljj MEMO CERTIFIED BY UJI cc LU cm LU LLI 440 idoc CO) Zj ELI zzz UJI UJI 0419 Md z R3 UJI DATE: 05/17/2013 DRAWN BY: JCS JOB NO. 2013.00569 REVISIONS STORM SEWER PLAN AND PROFILE SHEET NO. OF REVISIONS STORM SEWER PLAN AND PROFILE SHEET NO. OF