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HomeMy WebLinkAboutCivil Plans 4.8.19 1210 1 9 1 8 STORM SEWER STRUCTURED ATA TABLE STRUCTURENUMBER STRUCTURETYPE TOPOFC'ASTING CASTLNG TYPE INVERT INV IN=B63.64(SW) 100 MANHOLE 868.10 NEENAH RA342 INV OUT = 863.541 INV IN=B64.22(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 = 865.061 INV IN=865.91 103 MANHOLE 869.50 NEENAH R-3405 INV OUT = 865.821 = INV IN 866.55 N.30 104 INLET TYPE 870 NEENAH R-3405 INV OUT =866.45(S) 105 INLET TYPE 870,40 NEENAH R-3405 INV OUT =867.145 () NYOPLAST1 20NYOPIASTINLEi 868. SO GRATE INV OUT=N6.10 MANUFACTURED AREA INLET AREA INLET 870.90 GRATE INV OUT=868.10 AREA INLETS MANUFACTURED 870.90 GRATE INV OUT =868.65 AREA INLET CLEANOUT1 HDPECLEANOUT 871.10 SOLID INV OUT=866.70 CLEAN HOPE CLEANOUT 871.10 SOLID INV OUT=86880 STORM SEWER PIPE DATA TABLE STRUCTURE STRUCIURE 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% L m REFER TO SHEET C602 FOR STRUCTURE DETAILS BEEHIVE INLET RIM=869.66 W 12"RCP=866.16 STM SIR j1D5 NEENAH R-340 TOC=870.40 INV=867.14 S ° 7p TOC=869.50 INV=8f15.92(N) INV-865.82(SE) W,a IY RCPO INLET 469,23 468/8 7 6 `N- I . ` / 130' A 15• EETTWW ST NPH R}1D2 pIR� I pTT 7 I NOV-66526(Sel �GUT4869.p9 INV=865.06(E) ` 12 RCP-865 4 4 SUB SURFACE RA INS STORM 100 IT BELOW GRADE CURB INLET TC=869.50 NE 12"RCP=86585 4 CURB INLET TC=868.42 GUT=86Z88 E 12°RCP=864.27 G� m \e E 24" NYOPLAST INLET 1 I TOC=668.90 11NV=866.10 STORM INV=866.33I X SANITARY INV=864.28 1 I. Y SANITARY INV=85 P. ' I II V STORM MANHOLE \ �IIA - 967.6g I SIM STIR IF � 'NEENAH R-4342 TOC=868.1 MV-863.64(SW) of Ie° BOB O 0.635 / STR AH R-3405 3405- II� I � -' 1 IL 8.80 8.22( 436 ) I --12$C2 363.91 I I III CURB INLET TC=868.31 III GUT=867.88 INV=8fi3.10 3 2 STORM SEWER PLAN STORM SEWER NOTES AND PROFILE LEGEND 1. THE CONTRACTOR SHALL ADHERE TO ALL TERMSAND CONDITIONSASSKIK UTILITIES OUTLINED IN WE SPACER APPLICABLE STATE GENERAL N. PC E S. PERMIT 0 El FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION $j FIRE DEPT HOOKUP ACTIVITIES AND STORMWATER POLLUTION PREVENTION PLAN. y o ii FIRE HYDRANT 2. OF TON, WE INDIANAONS, BASIC C », Q c�a Y LJ POST INDICATOR VALVE LATEST M TERIAL STANDARD SPECIFICATIONS. LATEST EDITION, FOR BASIC MATERIALS AND STANDARD FOR U :ED `~ WATER METER CONSTRUCTION METHODS. THE SECTIONS BELOW FOR VARIOUS ITEMS ARE E p ��� TO CLARIFY THE INTENT OF THE REOU IREM ENTS PC R THI S PROJ ECT. ,may „1 a IMA WATERVALVE PLEASE NOTE THAT OTHER SECTIONS OF THE INSET STANDARD p NO CD k GAS METER SPECIFICATIONS MAY ALSO BE APPLICABLE U c.. I I 3 GAS VALVE 3. THE CONTRACTOR SHALL CONTACT APPLICABLE STATE UNDERGROUND Z C a � � LOCATION SERVICE AT LEAST 72 HOURS PRIOR TO ANY WORK AND SHALL E:© ELECTRIC MANHOLE CONTACT THE OWN ER AND/OR ENGIN DER SHOULD UTILITIES APPEAR TO BE C- � m ELECTRIC OUTLET IN CONFLICT WITH THE PROPOSED IMPROVEMENTS. IT SHALL BE THE �^L6 r<D J I RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING o _ G o 3 M M m 2 AD ELECTRIC METER UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ELECTRICAL RISER ON THE PLANS. ® TRANSFORMER CURB INLET 4, THE PLANS SHOW THE LOCATION OF ALL KNOWN UTILITIES LOCATED WITHIN GUY ANCHOR THE LIMITS CONSTRUCTION PROVIDED BY GUT 86.30 GUT_867J9 0 ELECTRIC JUNCTION BOX THE VARIOUS UTILITY COMPANIES. PREVIOUS CONSTRUCTION PLANS AND S INV.=863.75 AS EVIDENCED BY OBSERVATION OF ABOVE GROUND CONDITIONS BY THE SUMP=861.30 IF GENERATOR SURVEYOR. THE ACCURACY OF THIS INFORMATION IS NOT GUARANTEED. E OBI I ING FIRE HYDRANT K Y UTILITY POLE 5. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE UTILITY W/TRANSFORMER CONOUTTS, NC MINTHE W ORNAMENTAL LIGHT NTA PRVICE OTECTINNOF THE LOCATION AND PROTECTION OF UTILITY STRUCTURES THEIR SUPPORT UTILITY RUC URES, THEIRS SUPPLIMITSORT � o ANDMAINTENANCEDURINGCONSTRUCTIONIONWITH W U JI STREETLIGHT EXPRESSESCOOPERATION APPLICABLE UTILITY COMPPNY115 THE EXPRESSED RESPONSIBILIIV OF THE RESPONSIBILITY LL Z IC PARKING LOT LIGHT TREAD ( 1 CONTRACTOR. I� - L •- CURB INLET r l Z TC=867.40 GUT=866.92 O COMMUNICATIONS JUNCTION 6. TAPPLICABLEIONO ALL THE CONTRACTOR SHALL WITH ANY AND ALL FEES ASSOCIATED WITH THE INSTALLATION OF ALL UTILITIES. 1 ST I U COMMUNICATIONS MANHOLE E 12"RCP=863.50 S I5"RCP=863.50 OO COMMUNICATIONS PEDESTAL 7. ALL CONSTRUCTION ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH I� .T N COMMUNICATIONS RISER 0S.H.A. STANDARDS FOR WORKER SAFETY. U U N j TRAFFIC SIGNAL POLE g, ANVPART TRENCHES FIXING OR WITHIN 5'OF ® TRAFFICSIGNAL ARMATUNDER MATERIAL PAVEMENT TO BE BACKFILLEO WITH GRANULAR MATERIAL MENETT GRANU ■■■ O, STORM CLEANOUT F-1 73 -1 .� 9. ITEVATICONTRACTORS RTILPONSISTRUTURERIFYLO, ,SIZE AND C z CURB INLET L ® BEEHNE INLET OFEXITING PAVE ELEVATION UTILITIES, STRUCTURES, PIPES, PAVEMENTS. J Bf TC=867.9 ® CURB INLET DIO. THEIR WORK. NOTIFY ENGINEER OF ANY CONFLICT ANO/OR ASRELATED TO THEIR GU72"RCP94 IE DISCREPANCIES IN THE CONSTRUCTION DOCUMENTS. W 1Z"RCP=8635J G DRAIN FLOOSQUARE ® INLET SOVAREINLET 10. MAINTAIN 10ZONTAL D 18- VERTICAL CLEARANCE BETWEEN STORM SE SEWERYSTEMS NDDOMESTICTI SANITARY RSXIMITY SEWER STORM MANHOLE LINEF WATER LINE SHAE H EC90RVICE SEWER LINEIN PROXIMITY OF WATER LINE SHALLBEC9JO WATER MAIN = ® ROUND INLET GRADE PVC. g _ ® DOWN SPOM 11, CONTRACTOR TO INSTALL CONCRETE CRADLES WHEN THE VERTICAL c$ EJ 'c3; c K $ ®s SANITARY SEWER CLEANOUT SEPARATION( AS MEASURED FROM THE EXTERIOR OF THE PIPES) BETWEEN zm SANITARY SEWERS. WATER MAINS AND STORM SEWERS IS I8"OR LESS. ` ® LIFT STATION a' 7, _N ® SANITARY SEWER MANHOLE 12, IF ANV EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING c c = c CONSTRUCTION, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SANITARY STUB MARKER REPAIR ANDRES REPLACE THE EXISTING STRUCTURE AS NECESSARY TO is is Nw RETURN IT TO EXISTING CONDITIONS OR BETTER r OTHER 13. WHEN PERFORMING EXCAVATIONS DURING PERIODS OF WET WEATHER, SIGN PROVIDE ADEQUATE DEWATERING, DRAINAGE AND GROUND WATER u $ n MANAGEMENT TO CONTROL MOISTURE OF SOILS. r POST E Cla BOLLARD 14. COMPACTED'B" BORROW BACK FILL REQUIRED OVERALL UTILITIES IN PAVED AREAS. j PARKING WH EEL STOP 15. ALL UTILITY STRUCTURES IN PAVED AREAS SHALL BE FLUSH WITH OR LS. ACCESSIBLESPACE PAVEMENT AND SHALL HAVE TRAFFIC BEARING RING AND COVERS. N S o- EMERGENCY FLOOD ROUTE �' FLOW DIRECTION AND SLOPE 18. COORDINATE LOCATIONS AND CONNECTIONSOF BUILDING STORM LINES O0 w w z WITH PLUMBING DRAWINGS. s s SCALE: 1'� = 30' s E 17. FOLLOW ALL LOCAL AND STATE CODES IN REFERENCE TO STORMSEWER a r00E INSTALLATION. M o 0 15 30 60 ABBREVIATIONS �yw mw ROW RIGHT OF WAY 16, ALL EXISTING MANHOLE AND CATCH BASIN GRATES SHALL BE ADJUSTED TO N IF w ESMT EASEMENT NEW FINISH GRAD E E LEVATIONS. y r p Is o g D.E EASEMENT - ^ �w '9 'pf' 19 EXISTING PIPES WITHIN CONSTRUCTION LIMITS ARE TO BE CLEANED OUT TO HE FINISHDRAINFLOOR ELEVATION REMOVE ALL AND DEBRIS. LOU TOP OF TOP OF CASTING SILT CARP CORRUGATED METAL PIPE r G w ¢ ¢ o RCP REINFORCED CONCRETE PIPE 20, ALL STORM PIPE CONNECTIONS AT STRUCTURES SHALLBEGROUTEDTO zzi PVC POLYVINYL CHLORIDE PIPE ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. -m 511 VCR VITRIFIED CLAY PIPE HOPE HIGH DENSITY POLYETHYLENE PIPE 21, ALL STORM SEWER STRUCTU RES IN PAVED AREAS SHALL BE FLUSH WITH DIP DUCTILE IRON PIPE PAVEMENT AND SHALL HAVE TRAFFIC BEARING RING AND COVERS. DRAINPIPE 22 UNIFORM POURED T1IBIIIIIIO/// SADR STORUARYACE 3K�;xCj SOT/'/1/ K Q� MORTAR CHANNEIRFROMCNVERT NITOLNVERT OUMOOTH STIR STRUCTURE CO CLFANOUi 23, T NEW PIPES AND STRUCTURES WILL CONSTRUCTION LIMITS ARE TO BE CLEAN ED OUT TO REMOVE ALL SILT AND DEBRIS PRIOR TO FINAL TURNOVER TO THE OWNER. 24. ALL HOPE PIPE SHALL BE DUAL WALLED, RANCOR No, ADS N-12 PIPE OR - OF SIF � PROFILE LEGEND APPROVED EQUAL.EySEpNALEN�`„ yAl 875 - EXISTINGGRADE 25 ALL FITTINGS AND ACCESSORIES INCLUDING BUT NOT LIMITED TO END CAPS IF Low u aa e m w o z w_�5o � G � 870 _� R, 870 in ��� zG $dam o row 4'PERFORATED w = ztivi� 55x SURSURFACE DRAINS T 2 wwo do 18" BELOW GRADE z °`n 3n � V HERE DRAIN INV=867.50 4-PERFORATED SUBSURFACE DRAINS )4' of 12" RCP ® SlOn 18 BELOW GRADE 865 66' Of 12' RCP D g.gg% 865 - ma fi3' of 12° RCP ®090% _ _ - _ _ d' PERFORATED 2 0 _130' of 15" RCP ®0.655 SUBSURFACE DRAINS- II `? 10'HERE DRMN 16"BELOW GRADE - 1 - RE IE ER TO II 52' of 18" RCP ®0.839. 1Nv=as4 sD 2 So IT C602 to FOR ACKFILL i " m ElECBcali CONouR NV.-862.40 ME 11 860 L = 3 860 4-PERFORATED SUB SURFACE DRAINS ' 18" 6ELOW GRADE 858 858 6 SANUR PC IM/.=855.91 -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 regulations of State and Local Codes City of Caoul�d �VT�V1�0*tiYWM<_ DATE: 06/17/19 9 7 6 5 4 FINISHED GRADE CLEANOUTS, REDUCERS, ETC. SHALL BE OF HOPE MATERIAL COMPARABLE IIIIII WITH STORAGE PIPES. - - HYDRAULIC GRADE LINE 0 GRANULAR BACKFILL 26, PROVIDE BACKFILL WITH A MINIMUM OF 4" BEDDING MATERIAL OF 46 SILAN SH01 I RCCKEK RE 11J002 AGGREGATE COMPACTED IN 8- LIFTS TO 95 % MAXIMUM DRY DENSITY. REFER TO SHEET 60 2T VERIFY EXISTING STORM INVERT ELEVATIONS PRIOR TO STARTING NEW STORM SEWER CONNECTION. FOR BACKFILL DETAILS 28. THESTORM SEWER SYSTEIA SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS. DEVIATIONS FROM THE APPROVED DESIGNSHALLONLYBEPERMITTEDO OR WISPECIALCIRCUMSTANCES DIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE OF THE APPROVAL FROM APLEMNTAL REPRESENTATIVE OF THE CITY OFCARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER AN EXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDED AS A M ON AS-ARAN RECORD DRAWINGS SUBMITTED FOR RELEASE OF PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS OF PERFORMANCE GENERATNG VELOCITIES OF 2 5 FPS OR LESSOR 10 FPS OR GREATER HAT FULL FLOW CAPACITY) SHALL REQUIRE AS -BUILT CERTIFICATION AT THE TIME OFCONSTRUCTION,PRIOR TOBACKFULINGTHE PIPE THE EACH STORM PIPE HGEWITH CONTRACTOR IS INSTRUCTED TO ASENSURE Z COMPLIANCE COMPLIANCE WITH THE DESIGN PLANS AS IT IS BEING INSTALLED THE CITY AND AS APPROVED BY THE CITY OF CAMEL J W 29. PROPOSED STORM SEWER IS PRIVATE � z. 30. REFER TO GREET Cfi02 FOR STRUCTURE DETAILS REFERENCED ON THESE PLANS U HORIZONTAL SCALE' Y'=30' VERTICAL SCALE.' 1"=31 3 z w LINE TYPES Q 0 RIGHT OF WAY LINE 2 a FENCE O Q GUARDRAIL z < Z BOUNDARY LINE ->•••-Ro... •••-FLOW LINE I LL y 500 INDEX CONTOUR O Q 501 INTERMEDIATE CONTOUR F] G G UNDERGROUND GAS z W a w w UNDERGROUND WATER O-1 Ir fi! Efn FA• AERIAL ELECTRIC 0 ix+^✓^'•i e E E UNDERGROUND ELECTRIC r W UNDERGROUND COMMON G", aH:_ ' a W On Clq GA1 AERIAL COMMUNICATIONS • O 3 ..l F1 So UNDERGROUND FIBER OPTIC o O r I_ry -REGA)-FLI AERIAL FIBER OPTIC CABLE oHu oHOVERHEAD UTILITY FM FN. FORCE MAIN Know what'sbelow. elow. SARI SANITARY SEWER LATERAL Call before you dig SHEET NO. SANITARY SEWER MAIN Woo OO-J COII C6O l s�rr x,r.� ROOF DRAIN 8/1 or 800-Says W-,4 ee npuv p TEE A ouN x r, - - - - - - - - - - - - - - SUB SURFACE DRAIN PER Ixouw smE uw c s STORM SEWER MAIN IT IS AMINST TEE TAN - _ PIP --CI NO. LJCAT".K RFF"eI n,1=111T,..11,,. W 18.0605 2 1