Loading...
HomeMy WebLinkAboutCivil Plans 4.18.19 1210 9 6 5 4 3 2 E9 e a STORM SEWER STRUCTURE DATA TABLE STRUCTURE NUMBER S'IRUCICRE I YPIE 'f01'OFCAS'IIN6 CAST NO 'I YPE 16VERI INV IN=863.64(SW) 100 MANHOLE 868.10 NEENAH R-4342 INV OUT = 863.54(E) INV IN=86E22(W) 101 MANHOLE 868.80 NEENAH R-3405 INV OUT 863.97(NE) INV IN=865.26(NW) 102 MANHOLE 869.10 NEENAH R-3405 INV OUT = 865.01 = INV IN 865.92 NINV 103 MANHOLE 869.50 NEENAH R-3405 OUT=865.82(SE) INV IN=866.55(N) 104 INLET TYPE 870.30 NEENAH R-3405 INV OUT = 866.45(S) 105 INLET TYPE 870.40 NEENAH R-3405 INV OUT=867.14(S) NYOPLAST1 24"NYORAST INLET 868.90 GRATE INVOUT=866.10 AREA INLET2 MANUFACTURED AREA INLET 870.90 GRATE INV OUT =BREA AREA INLET NANUFACTURED AREAINLET 870.90 GRATE INV OUT =868.65 CLEANOUT I HOPE CLEANOUT 871,10 SOLID INV OUT= 866.70 CLEANOUT2 HOPE CLEANOUT 871.10 SOLID INV OUT =868.80 STORM SEWER PIPE DATA TABLE STRUCTURE STRUCTURE SIZE MATERIAL LENGTH SLOPE 101 100 18' RCP 52' 0.63% 102 101 15' RCP 130' 0.65% 103 102 12' RCP 63' 0.90 % 104 103 12' RCP 66, 0.80% 105 104 12' RCP 74' 0.80% 875 BEEHIVE INLET Rai .66 W 120RDP-866.16 TWAIN REFER TO SHEET / STRUCTURE C602 FOR STRUCTURE SIR DETAILS UMN R Wof12'REP 0R, 63' of 12' FOR DIET 9.23----- - 4 B.78 4'PERFORATED A- PERFORATED SUB -SURFACE DRAINS I SUB -SURFACE DRAINS 18'BELOW GRADE I 18'BELOW GRADE \\ CURB INLET TC=869.50 GUT=869.00 NE 12'RCP=86S65 WA \ \ TCR86&41Ei BE INV=06]50 gREA INLET2 AREq INLETS TOC=87D.90 TDC=87090 INV=868.10 11jINVBUI PROPOSED BUILDING GFA=11,350 I \ W 1 EXI WON FFE=871.20 24' SPOOPLASSE INLET1 - I OOC=8fi8.908.90 1 - CLFANOUTI I INV=Bfifi.10 n / TOC=871.10 TOC=871.10 INV=888.80 INV�70 � s 1 'Y 1 `,1I I1 d STORM INV=:66.40 C .� �SANITARYiNV=Bi 4.2 ' 1 B> STORM INV=86633 SANITARYINV=864.28 / In 863. 4II I95. ROM 44aaP 'lll ✓ 1 / STORM MANHOLE \ RIM=86768 \ INV.-863.33 STM STR 1100 NEENAH R-4342 ' STORM INV=Bfi859 TOC=868.1 SANITARY INV=859.0 milli4(SW) I-V M Vr RCP O RIM 52' of 16RCP O 0.835 AAA. t STAI SIR 1102� NEENAH R-3405 CURE INIIFpIf_8iT IW-865.26(NW)_ 11"RCPTT865.74 I �I CU11 INV=865.06(E) - AX STORM 100 SIR INV-863.10 iING STORM SEWER PLAN STORM SEWER NOTES AND PROFILE LEGEND 1. THE CONTRACTOR SHALL ADHERE TO ALL TERMS AND CONDITIONS AS AS UTILITIES OUTLINED IN THE EPA OR APPLICABLE STATE GENERAL N.P.D.E.$. PERMIT aiN p FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCT ION `Q z FIRE DEPT HOOKUP ACTIVITIES AND STORMWATER POLLUTION PREVENTION PLAN. y uap. FIRE HYDRANT 2. REFER TO THE INDIANA DEPARTMENT OF TRANSPORTATION 9NDOO Q SoH qH LJ POST INDICATOR VALVE STANDARD SPECIFICdTIONS, LATEST EDITION, FOR BASIC MATERIALS AND 0 CONSTRUCTION METHODS. THE SECTIONS BELOW FOR VARIOUS ITEMS ARE M E; ® WATERMETER TO CLARIFY THE INTENT OF THE REQUIREMENTS FOR THIS PROJECT. O N WATERVALVE PLEASE NOTE THAT OTHER SECTIONS OF THE INDOT STANDARDFJ SPECIFICATIONS MAY ALSO BE APPLICABLE. U , , , a® GAS METER O Y P' v � PH m 3 Do GASVALVE 3. THE CONTRACTOR SHALL CONTACT APPLICABLE STATE UNDERGROUND m w o LOCATION LEAST Y2 HOURS PRIOR ANY WORKANE SHALL N p .^. © ELECTRIC MANHOLE HE OWNER ENGINEERSHOULD UTILITIESAPPEAR CONTACT THE VNNER ANEVORPROPO ENGINEEREMENT. _ _ _ © ELECTRIC OUTLET IMPROVEMENTS. ITS THE INCONFLICTWITHTIIEE BE THE p L N r OO r N CON'TRACSED ALLEXISTING RESPONSIBILITY OFTHECONTRACHE m as m ® ELECTRIC METER ELECTRIC PRO OSEDITEALLS3 UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ® ELECTRICAL RISER ON THE PLANS. WHET COO® TRANSFORMER 4. THE PLANSSHOWTHE LOCATIONOFALL KNOWN UTILITIES LOCATEDWITHIN TC-868.30 TC-8 GLEANCHOR THE LIMITS CONSTRUCTIONACCORDINGTOINFORMATION PROVIDED BV CUi=86]J9 ELECTRIC JUNCTION BOX VARIOUS UTILITY COMPANIES LAMS AND OUND INV-861.3 F ABOVE GRPREVIOUS ASE IDENCE OBSERVATIONOFABOVEGROUND CONDITIONS Y THE CONDITIOTION NS EHE SUMP=B6L30 m GENERATOR SURVEYOR.ACCURACY TEED SURVEYOR. THE ACCURACY OF THIS INFORMATION IS NOT GUARANTEED Clio) OCl - II FIRE HYDRANT ,{ Y UTILITY POLE 5 THE CONTRACTOR HALL TE TALL UTILITY PANIE T LOCATE Co Ac oR S CON C ur coM S O oc ,./ mUTILITY O v POLE AS TRANSFORMER N LIMITS. MAITHE LOCATION N PRICE OTECTION OF ETC. UT WITHIN STRUCTURES,SUPPORT THE THEIR lil ,^WI ' ED c ORNAMENTAL LIGHT ORNAMENTAL VRSUPPORT MAINTENANCE DURING CONSTRUCTION AND MAINTENANCE DURING CONSTRUCTION COOPERATION WIT1 ED U (IN Z' STREETLIGHT APPLICABLE UTILITY COMPANY) IS THE EXPRESSED RESPONSIBILITY OF THE Lu OE PARKING LOT LIGHT HEAD) CONTRACTOR. l W m ~ CURB INLET U TC=867.40 GUT-W6.92 COMMUNICATIONS JUNCTION BOX 6. THE CONTRACTOR SHALL CONTACT ALL APPLICABLE UTILITIES AND VERIFY ANY AND ALL FEESASSOCIATED WITH THE INSTALLATION OF ALL UTILITIES. r�\ I T I r-j z U Q - COMMUNICATIONS MANHOLE U E 12'RCP=863.50 `^ 815'RCP=86150 l COMMUNICATIONS PEDESTAL ]. ALL CONSTRUCTION ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH I -I @ '_ O COMMUNICATIONS RISER O.S.HA. STANDARDS FOR WORKER SAFETY. U N - y TRAFFIC SIGNAL POLE 8. ANY PART OF STORM SEWER TRENCHES RUNNING UNDER OR WITHIN &OF ED C / TRAFFIC SIGNAL PAVEMENT TO BE BACKFILLED WITH GRANULAR MATERIAL. MEN OR (d _s CURB INLET p, �w 0 STORM CLEANOUT BEEHIVE INLET 9. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY LOCATION, SIZE. AND ELEVATION OF EXISTING UTILITIES, STRUCTURES, PIPES, PAVEMENTS, ETC. / J J C J W m rC=867.47 G CURB INLET AS RELATED TO THEIR WORK. NOTIFY ENGINEER OF ANY CONFLICTANDIOR GUT=86R94 DISCREPANCIES IN THE CONSTRUCTION DOCUMENTS. W 12"RCP=8615] 0 FLOOR DRAIN ® SQUAREINLET 10. MAINTAIN To HORIZONTAL AND IB' VERTICAL CLEARANCE BETWEEN STORM SANITARY$EWERSYSTEMS AND DOMESTIGFIRE LINE$ERVICE. SANITARY Q STORM MANHOLE SEWER LINE IN PROXIMITY OF WATER LINE SHALL BE C900 WATER MAIN 8 ® ROUND INLET GRADE PVC. € 0 0 DOWNSPOUT 11. CONTRACTOR TO INSTALL CONCRETE CRADLES WHEN THE VERTICAL 6 tea "- F0 x m3 a 3 mp R SMIITARY SEWER CLEANOUT SEPARATION SEPARATON(AS MEASURED FROM THE EXTERIOR OF THE PIPES) BETWEEN 3 IQ W 42 izrc 'v SEWERS, WATER MAINS AND STORM SEWERS IS Her OR LEM. 3 1.0 ® UFTSTATOIN o Q SANITARY SEWER MANHOLE 12. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING o A a o W o CONSTRUCTION, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO ION SANITARY SIB MARKER REPAIR MOM REPLACE THE EXISTING STRUCTURE AS NECESSARY TO 3 j! 3 o 3 3 W 3 ia� 3 W 3 3 ol! 3 m! 3 W N RETURN IT TO EXISTING CONDITIONS OR BETTER. m OTHER 13. WHEN PERFORMING EXCAVATIONS DURING PERIODS OF NET WEATHER mm s SIGN PROVIDE ADEQUATE DEWATERING, DRAINAGE AND GROUND WATER wrr o 2 R R R 2 R 2 R R MANAGEMENT TO CONTROL MOISTURE OF SOILS. per^ 'x$$$ea I ® POST W E 'BE Cty BOLLARD COMPACTED BORROW BACK FILL REQUIRED OVER ALLUTILITIES IN PAVEDAREAS. PARKING WHEEL STOP tt ACCESSIBLE SPACE 15. ALL UTILITY STRUCTURES IN PAVED AREAS SHALL BE FLUSH WITH 2 p PAVEMENT AND SHALL HAVE TRAFFIC BEARING RING AND COVERS. = s i S EMERGENCY FLOOD ROUTE i A x FLOW DIRECTION AND SLOPE tfi. COORDINATE LOCATIONS AND CONNECTIONS OF BUILDING STORM LINES z ou ou ~ SCALE: 1" = 30' WITH PLUMBING DRAWINGS. 0 o o o 17. FOLLOW ALL LOCAL AND STATE CODES IN REFERENCE TO STORM SEWER a F 3 3 tuu f INSTALLATION. w w o 6a 0 15 30 60 ABBREVIATIONS w a w W o W ROW RIGHTOFWAY 18. ALL EXISTING MANHOLE AND CATCH BASIN GRATES SHALL BE ADJUSTED TO rc u uS � 0 a a E$MI hASEMENI NEW FINISH GRADE ELEVATIONS. _. a o 0 o W w a w C p FEE FEE IT AINAGE AND NISHLOORLEVTI EASEMENT ELEVATION 19 EXISTING PIPES WITHIN CONSTRUCTION LIMITS ARE TO BE CLEANED OUT TO "ow ww6p g o _ _ > LE TOO TOP TOP OF CASTING REMOVE ALL SILT AND DEBRIS. ° a Zp CMP CORRUGATED METAL REP < k rc rc¢ o o RCP REINFORCED CONCRETE PIPE 20. ALL STORM PIPE CONNECTIONS AT STRUCTURES SHALL BE GROUTED TO Z2o Y � r o p '¢ z PVC POLYVINYL CHLORIDE PIPE ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. m D, LL w VCP VITRIFIED CLAY PIPE mN HOPE HIGH DENSITY POLYETHYLENE PIPE 21. ALL STORM SEWER STRUCTURES IN PAVED AREAS SHALL BE FLUSH WITH DIP DUCTILE IRON PIPE PAVEMENT AND SHALL HAVE TRAFFIC BEARING RING AND COVERS. SSID SUB SURFACE CHAIN PIPE 22. ALL STORM SEWER STRUCTURES SHALL HAVE ASMOOTH UNIFORM POURED ��`IAaSCOTtR I'; STM STORM MORTAR CHANNEL FROM INVERT IN TO INVERT OUT .AAA;^--.,U SPN SANITARY� fy �g'OISTE .,.•C,f% STR STRUCTURE 23. NEW PIPES AND STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE CO CLEANOUT CLEANED OUT TO REMOVE ALL SILT AND DEBRIS PRIOR TO FINAL TURNOVER = %PEl 00279I = TO THE OWNER. 3_ • t j STATE OE ° 26. ALL HOPE PIPE SHALL BE DUAL WALLED, RANCOR Hp, ADS N-12 PIPE OR APPROVED EQUAL. A? PROFILE LEGEND 875 YYYI - EXISTING GRADE 25 ALL FITTINGS AND ACCESSORIES INCLUDING BUT NOT LIMITED TO END CAPS ONALIF'1c�U�` �/ll e $ Ed y yQ ISO H11 im Ed as 3F calli a yy rc_19 LO arc �� '� y^o 3 �'8z $ YnC � � 68 ' F lo- rc ; g $ H 870 iRin p `RmIF 870 to g.II zGTnF�� 21011 zm+m 4•PERFORATED SUB -SURFACE DRAINS 18' BELOW GRADE Ei tRn C 8• HOPE DRAIN INV=867.50 774' PERFORATED - SUB -SURFACE DRAINS 74' of UP RCP 0 O.gp� 18' BELOW GRADE 865 865 6s of 12, RCP a Dili $ 83' of 12' _ _ RCP O 0.BOX Ti a n qq m g '° 130'M 15'RCP0 0.115 _ ?z n II 10'HDPE DEAN 6' WAIER UNI 6' WATER ONE m n 52' M 1B' RCP O O.W% INV=8B4.50 EIEC CONWIT INJ.�61.60 INV.�64.J0 O`7. �n2 INJ.=863.60 a m II r+ COMP. DONWRS Mimi� lin AN n 860 fl 860 SHEE C602 d'PERFORATED SUBSURFACEDRAINS C DET IL$ 18' BELOW GRADE - 858 858 s vNRAR PC NV.-856.94 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 RELEASED FOR CONSTRUCTION Subject to compliance with all regulalions of State and Local Codes City BE Caone�ed �VT�V7�0*tiYWM<_ DATE: \\ 06/17/19 9 7 6 5 4 FINISHED CLEANOUTS, REDUCERS, ETC., SHALL BE OF HOPE MATERIAL COMPARABLE II111 - -HYDRAULICCGRADE LINE WITH STORAGE PIPES. SIUN]Al O GRANULAR BACKFII 1 26. PROVIDE BACKFILL WITH A MINIMUM OF 4' BEDDING MATERIALOFWB SI£VRNSCOTTRUCKERRR.13002/ AGGREGATE COMPACTED IN 8• LIFTS TO 95% MAXIMUM DRY DENSITY. REFER TO SHEET C602 27. VERIFY EXISTING STORM INVERT ELEVATIONS PRIOR TO STARTING NEW STORM SEWER CONNECTION. FOR BACKFILL DETAILS 28, LIFE 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 A DRAWINGS SIGN SLOEEFORRELEASE OF PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS C GUARANTEES.AP GENERATING VELOCITIES OF 2.5FPSLESSOR FPS OR GREATER FULL FLOW CAPACITY) SHALL REQUIREE ASBUILO CERTIFICATION AT THE THE PIPE. THE TIME OF CONSTRUCTION, PRIOR TO BACILT EACH OF PIPE TO ISTALLED Z AS ITRA BEING INSN ENSURE COMPAGH$EWITH THE D SIG AS IT IS BEING INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGN PLANS AND AS APPROVED BY THE CITY OF CARMEL. LU W 29. PROPOSED STORM SEWER IS PRIVATE. � 30, REFER TO SHEET UO2 FOR STRUCTURE DETAILS REFERENCED ON THESE Q PUNS eowzORTAL SCALE r'=3d' VERTICAL SCALE /"=3' 3 z w LINE TYPES Q Q 2 - - - RIGHT OF WAY LINE ad P.4 FENCE Q GUARDRAIL 2 z BOUNDARVLINE 'z Q •.. •.. ••• FLOW LINE E^ U'U. z 500 INDEX CONTOUR Q Q 501 INTERMEDIATE CONTOUR G G G UNDERGROUND GAS W a O w w UNDERGROUND WATER D' w EA) -EA)- AERIAL ELECTRIC 0 e e e UNDERGROUND ELECTRIC E' c c UNDERGROUNDCOMMUNICATONS , DO a W Ln AA -AA)- AERIAL COMMUNICATIONS • OLL 0., ro ro UNDERGROUND FIBER OPTICEE O O E­ FgAI FgAI AERIAL FIBER OPTIC CABLE WE DO I'T'1 _J Q ALI -rvu OVERHEAD UTILITY US)Q) On Dn PM FORCE MAIN Knowwhat'sbelDw. SHEEETTN`O.. SAN Ary SANITARY SEWER LATERAL SANITARY SEWER MAIN Call before you dig Call Woo / 1 sm1�'III ROOF DRAIN 00-3a 811 OT 800-382-5544 C 1 0 a ao,� o DayTAG z Din a wm:. - - - - - - - - - - - - - - SUBSURFACE DRAIN irvonrvn STHE[uw¢ e-A-m. PROJECT NO. STORM SEWER MAIN IT IS GA.F AF��AF'1 USE (2) Ann,` W18.0605 2 No