The URL can be used to link to this page

Home My WebLink AboutC.404 Storm Sewer Plan & Profilen M V� r- 0 0 ri 0 0 U Ld 0) (0 0 �2 0 C14 Ld V) z __j _j 0 V) ly- 0 L0 0 0 C'4 Li _j LL_ 0 _j LL_ Lj_ LLJ V) M Ld Ld L;j F- a 0 L- 0 Ld LO Lij Lq _j V) z F_ E (L a- no 41 1000, 0_1 04e ISTORM LINE 2 STORM STR 14 INV(SW): 844.78 STORM LINE 2 0' 30' 60' SCALE: 1 *=30' TR: 853.00 ---------- SCALE: 1"=30' (HORIZ) 1 "= 5' (VERT) 865 ova STORM LINE 3 1 5' (VERT) 865 865 gg i Beehive Inlet 0 8 60 860 ro —04 Ui ui co 'q- -- ----- I,--- '* 00 00 N-'q- 00 t V) (n N V) n Eq 00 'j.:' 00 + C�."'_ - PROPOSED- 3* Uj + , ';.�% Uj mou) :. , U) Cn z ---W 00- V) Z GRADE 00 o 0 z > > > > cncn� z in Ln z z 0 f� r, 0.00 WOO '4- + r'i- • 9 n Lo — co-Uj p ':5� af Z V) N 860 00 0 + V) z (n 0 00 00 0 + + M LO 0 825 00- 855 GROUNDN ---------_------- 0 Stand Pipe V) > > > PROPOSED > z z z Ln V) P V) I`__ GRADE e Buried Electric Line Coniferous Tree t 855 EXISTING 855 850 GROUND tr Top Of Rim Elevation Z Electric Box Fo7/ 7 4Z L0 _/ Z" Invert Elevation 850 Ground Light rcp Reinforced Concrete Pipe 845 0 r' /' vcp Clay Pipe N Transformer cpp Corrugated Plastic Pipe 71 Telephone Handhole 850 Plastic Pipe 850 845 845 835 LF OF 12" RCP____ ®0.32% SLOPE 835 GRANULAR BACKFILL 830 ---------- REQUIRED 840 _(TYP) 840 ------- ------ 0) a) 0) 0) 825 0 0 Ca 0 LO n C4 LO i 825 835 ----------- T__ -------------- 172 LF OF 12" HDPE 0 0.26% SLOPE 835 91 LF OF 24" RCP Q @ LF OF 24" RCF___ 0.17% SLOPE 0 0.17% SLOPE 830 30 8 - - ------------ t 825 (D 0 r- 00 LO t LO qq- -m--- n LO 825 0)0 -.4- co LO 04 0 r- It LO I- Lwo ____00i0D 1 001 ou Uj 0+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. 1+00 2+00 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 T• BM 839 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 3+00 01 30, 60' SCALE: 1"=30' %;11w1%1V1 %P11% 1j TR: 853.00 STORM SCALE: 1"=30' (HORIZ) STORM LINE 3 1 5' (VERT) 865 865 gg i Beehive Inlet 0 00 860 -V0 r r r fV� 0 0 0 K Iq 860 Q Lid 0 00 00 0 + + M LO 010 825 00- "(01 w 0 1? 10 z U) w 0 U) co 00 0 0 Stand Pipe V) > > > PROPOSED > z z z Ln V) P V) I`__ GRADE e Buried Electric Line Coniferous Tree t 855 EXISTING 855 Buried Water Line GROUND tr Top Of Rim Elevation Z Electric Box inv Invert Elevation 4( Ground Light rcp Reinforced Concrete Pipe 845 Light Pole vcp Clay Pipe N Transformer cpp Corrugated Plastic Pipe X Telephone Handhole 850 Plastic Pipe 850 835 LF OF 12" RCP____ ®0.32% SLOPE EXISTING TOPOGRAPHY LEGEND EP gg i Beehive Inlet 0) 00 0) Curb Inlet -a Telephone Pedestal Q Lid 0 LO 010 825 00- "(01 (S) EXISTING TOPOGRAPHY LEGEND EP gg i Beehive Inlet T Telephone Marker ffffl Curb Inlet -a Telephone Pedestal Q Lid FTC 000*50 Fire Hydrant • Guard Post JBC 000.00 Sprinkler Valve (S) Sanitary Manhole 0 Stand Pipe -77 Sign e 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 4( Ground Light rcp Reinforced Concrete Pipe 845 Light Pole vcp Clay Pipe N Transformer cpp Corrugated Plastic Pipe ® Telephone Handhole pvc Plastic Pipe (1) Telephone Manhole PROPOSED GRADING LEGEND M.E. MATCH EXISTING EP EDGE OF PAVEMENT BC BOTTOM OF CURB TC TOP OF CURB 860 CONTOURS on 0) U� 0) 00 + (3) 00 CO 00 0 * 0- Lb wZ '-, %-, > > > W Z Z Z FLOW LINE 04 q) 0 (0 lq_ 00 C14 0 LO a 00 V) F- of :5� V) .. 1 F- z FTC 000*50 860 JBC 000.00 0 CURB ELEVATIONS Fo-o-o.-o-ol-, SPOT ELEVATIONS 825 1=091 CAUTION N 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 STORM STR 7 TR: 850.93 L 0' 30' 60' SCALE: 1"=30' I K: 00z. ou SCALE: 1"=30' (HORIZ) 865 STORM LINE 4 1 "= 5' (VERT) 865 0+00 1+00 NOTE: NOTE: NO EARTH DISTURBING ACTIVITY MAY CONTACT CARMEL UTILITIES DIRECTLY FOR COMMENCE WITHOUT AN APPROVED THEIR UTILITY LOCATES. STORM WATER MANAGEMENT PERMIT NO THE TE: 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. z E OON 0 'a Lo C: 't U) N U') CL W (D Z Lu U) u- 4 '0 Q cc I ", U) < Lo OZ LO w C\1 z U) r_: _j O Uj Uj Uj IM OMEN ■NOME■ I CERTIFIED BY I =j UJI 2 Ir U, 0 J J LU w CIA LU C4 CO) is q* Z 40 O > z UJI Cc LLI zzz J 0 Z Ii mi >CC ul 4C Ic .j X IOU 0 0 0011 OZ z C9 Z a � UJI X DATE: 05/17/2013 DRAWN BY. JCS CHK'D BY. RLN JOB NO. 2013.00569 860 of 0 on 0) U� 0) 00 + (3) 00 CO 00 0 * 0- Lb wZ '-, %-, > > > W Z Z Z 0 V) 04 q) 0 (0 lq_ 00 C14 0 LO a 00 V) F- of :5� V) .. 1 F- z 860 0 __ V) 855 PROPOSED GRADE 855 850 EXISTING GROUND - 850 1 845 -- -------- 845 840 ___ GRANULAR __A�BACKFILL REQUIRED 840 835 LF OF 12" RCP____ ®0.32% SLOPE 835 830 830 ------- ------ 0) a) 0) 0) 825 0 0 Ca 0 LO n C4 LO i 825 0+00 1+00 NOTE: NOTE: NO EARTH DISTURBING ACTIVITY MAY CONTACT CARMEL UTILITIES DIRECTLY FOR COMMENCE WITHOUT AN APPROVED THEIR UTILITY LOCATES. STORM WATER MANAGEMENT PERMIT NO THE TE: 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. z E OON 0 'a Lo C: 't U) N U') CL W (D Z Lu U) u- 4 '0 Q cc I ", U) < Lo OZ LO w C\1 z U) r_: _j O Uj Uj Uj IM OMEN ■NOME■ I CERTIFIED BY I =j UJI 2 Ir U, 0 J J LU w CIA LU C4 CO) is q* Z 40 O > z UJI Cc LLI zzz J 0 Z Ii mi >CC ul 4C Ic .j X IOU 0 0 0011 OZ z C9 Z a � UJI X DATE: 05/17/2013 DRAWN BY. JCS CHK'D BY. RLN JOB NO. 2013.00569 I REVISIONS I STORM SEWER PLAN AND PROFILE SHEET NO. C.404