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HomeMy WebLinkAboutC501 - UTILITY PLANE E OHUOHUOHUOHUOHUOHUOHUOHUOHUEE E EWWWWWWWWWWWWWWWW EFDC WWSSSSSSSSSSSSSSSSSSSSSSSSSSSTSTSTSTd~56"TOP 24" PIPELINE (ABANDONED)= 880.13PROP BSMT FFE=870.47EX UPPER FFE=893.50EX UPPER FFE=893.50EX UPPER FFE=893.50PROP BSMTFFE= 870 .47EX MIDFFE= 887.14PROP UPPERFFE= 885 .14INV = 881.65SCCCEEE E E E E E EPROP UPPERFFE= 885.14EX BSMT FFE=880.90PROP EL=884.14PROP UPPERFFE= 885 .14PROP UPPERFFE= 885 .14ELEVATOREL= 870 .47INV IN=878.74INV OUT=878.64INV IN=877.67DSDSDSDSDSDSDSSTSTSTSTSTSTSTSTSTSTSTSTDSEE PTST STCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC CCCINV= 876.83" SAN ITARY SEWER FORCE MA IN LATERAL ST ST ST ST703RIM=883.20704RIM=884.20705RIM=884.30712RIM=883.60711RIM=884.46713RIM=883.80726RIM=883.90727RIM=883.00710RIM=883.30725RIM=883.30724RIM=882.44722RIM=882.46721RIM=882.12702RIM=883.50701RIM=881.88706RIM=884.15707RIM=884.30708RIM=884.20709RIM=884.70723RIM=882.60STW8D2W14W7W14W14W7D3W7W7H1W9W4D7W2W2T1D1G1W8W1W2W3W2W5W6W10E2W7S1S1S1G2D8D4W5W1W11W14W8T1W1W12W13D7D2W8D8D8D8D6D6D7TYPE12"D5W5W1W12D5W8SCALE: 1" = 20'1.REFER TO MECHANICAL, ELECTRICAL AND PLUMBING PLANS FOR CONTINUATIONOF UTILITIES WITHIN 5 FEET OF STRUCTURES.2.PRESSURE UTILITY MAINS AND SERVICE LINES MAY NEED TO BE INSTALLED AT ADEPTH GREATER THAN THAT SPECIFIED OR SHOWN ON THE DRAWINGS TO CLEAREXISTING AND PROPOSED CROSSING UTILITIES. IN SUCH CASES, THECONTRACTOR SHALL INSTALL VERTICAL BENDS AS REQUIRED TO ACHIEVEAPPROPRIATE CLEARANCE BETWEEN THE CROSSING UTILITIES.3.A MINIMUM HORIZONTAL SEPARATION OF 10 FEET BETWEEN WATER LINES ANDSEWERS SHALL BE MAINTAINED AT ALL TIMES. A MINIMUM VERTICAL SEPARATIONOF 18 INCHES BETWEEN WATER LINES AND SEWERS SHALL BE MAINTAINED ATCROSSINGS. IN THE EVENT THAT MINIMUM SEPARATION REQUIREMENTS CANNOTBE MET, THE CONTRACTOR SHALL UTILIZE PRESSURE-TYPE WATER PIPE FOR THESEWER PER DETAIL SA-9.4.WATER MAINS SHALL BE INSTALLED WITH A MINIMUM OF 54 INCHES OF COVER ASMEASURED FROM THE TOP OF THE PIPE TO THE FINAL FINISH GRADE ABOVE THEPIPE.5.THRUST BLOCKS OR JOINT RESTRAINTS SHALL BE INSTALLED ON ALL WATER LINESAT ALL BENDS, TEES AND HYDRANTS PER THE DETAILS.6.WHERE WATER FITTINGS ARE REQUIRED, DUCTILE IRON (DI) FITTINGS SHALL BEUSED. FITTING JOINTS SHALL BE OF STANDARD MJ TYPE (ANSI/AWWA C111/A21.11)OR PJ TYPE (ANSI/AWWA C111/A21.11).7.DI FITTINGS SHALL CONFORM TO ANSI/AWWA C110/A21.10, 350 PSI AND SHALL BECEMENT MORTAR LINED PER ANSI/AWWA C104/A21.4 AND SHALL BE OUTSIDECOATED WITH A BITUMINOUS COATING.8.PIPE LENGTHS SHOWN ARE MEASURED FROM CENTER TO CENTER OFSTRUCTURES ROUNDED TO THE NEAREST FOOT.9.PIPE LENGTHS SHOWN FOR STORM SEWERS ARE MEASURED TO THEDOWNSTREAM END OF END SECTIONS.10.WHERE GRADE MODIFICATIONS (CUT OR FILL) ARE SHOWN ADJACENT TO EXISTINGVALVE BOX COVERS AND MANHOLE CASTINGS, THE VALVE BOX COVERS ANDMANHOLE CASTINGS SHALL BE ADJUSTED FLUSH WITH THE PROPOSED GRADE.11.ADJUSTMENTS OF EXISTING MANHOLE CASTINGS TO GRADE TO A MAXIMUM OF 12INCHES SHALL BE MADE USING PRECAST CONCRETE ADJUSTING RINGS PROVIDEDTHE TOTAL HEIGHT OF EXISTING AND NEW ADJUSTING RINGS DOES NOT EXCEED12 INCHES.12.ADJUSTMENTS OF CASTINGS WHERE THE TOTAL HEIGHT OF ADJUSTING RINGSWOULD EXCEED 12 INCHES SHALL BE MADE BY REPLACING THE CONE AND/ORBARREL SECTION OF THE STRUCTURE.13.PAVEMENTS, WALKS, CURBS AND OTHER SURFACE IMPROVEMENTS REQUIRINGREMOVAL FOR INSTALLATION OF UNDERGROUND UTILITIES SHALL BE RESTOREDTO THEIR PRESENT CONDITION UNLESS OTHERWISE SHOWN.14.ALL INLET CASTINGS LOCATED WITHIN ASPHALT PAVEMENT AREAS SHALL INCLUDEA CONCRETE PAVED COLLAR EXTENDING A MINIMUM OF 24 INCHES IN ALLDIRECTIONS FROM THE EDGE OF THE CASTING PER THE DETAILS.15.THE CONTRACTOR SHALL MAINTAIN ALL FLOWS AND UTILITY CONNECTIONS TOEXISTING BUILDINGS, ETC. WITHOUT INTERRUPTION UNLESS/UNTIL AUTHORIZEDTO DISCONNECT BY THE OWNER, UTILITY COMPANIES, AND GOVERNINGAUTHORITIES. THE CONTRACTOR SHALL INSTALL AS NECESSARY, TEMPORARYSITE LIGHTING, GAS, SANITARY, WATER, STORM, ELECTRIC, TELEPHONE, ANDCABLE SERVICES TO SERVICE BUILDING(S) TO REMAIN OPEN.16.CONTRACTOR TO PROVIDE SLEEVES UNDER FOOTINGS OR THROUGHFOUNDATIONS FOR UTILITY CONNECTIONS.17.CONTRACTOR SHALL PROVIDE ALL BENDS, FITTINGS, ADAPTERS, ETC. ASREQUIRED FOR PIPE CONNECTIONS TO BUILDING/CANOPY STUB OUTS. INCLUDINGROOF/FOOTING DRAIN CONNECTIONS TO ROOF LEADERS AND TO STORMDRAINAGE SYSTEM.18.CONTRACTOR TO PROVIDE AND INSTALL CONDUIT FOR SITE LIGHTING PER SITELIGHTING PLAN (BY OTHERS).19.CONTRACTOR TO PROVIDE AND INSTALL CONDUIT FOR IRRIGATION PERIRRIGATION PLAN (BY OTHERS).20.CONTRACTOR WILL BE RESPONSIBLE TO REPAIR, REPLACE, AND/OR RECONNECTANY EXISTING DRAINAGE TILES NOT SHOWN ON THE PLANS, WHICH CROSSTHROUGH EXCAVATED TRENCHES. ANY DRAINAGE TILE ENCOUNTERED IS TO BEBROUGHT TO THE ATTENTION OF THE ENGINEER AND A MEASUREMENT TAKENFROM THE NEAREST MANHOLE OR INLET STRUCTURE TO THE CENTERLINE OF THETILE.W - WATER / FIRE PROTECTIONS - SANITARY SEWERPROPOSED 3" PVC DR 14 SANITARY SEWER FORCE MAIN LATERAL @ 0.2%MINIMUM SLOPE WITH NO HIGH POINTS FROM BUILDING TO MANHOLE6" WATER MAIN (FIRE PROTECTION LINE)JOINT RESTRAINT / THRUST BLOCK AT 45° MJ HORIZONTAL BENDS & FITTINGSTAP EXISTING 6" WATER MAINPOST INDICATOR VALVE ON 6" WATER MAIN4" WATER MAIN (TO FDC) CROSSES UNDER 6" WATER MAIN W/ 6" MIN CLEARANCEFIRE DEPARTMENT CONNECTION (FDC)PRESERVE & PROTECT EXISTING WATER SERVICE LINE TO SCHOOL BUILDINGPERMANENTLY CLOSE WATER VALVE (IF APPLICABLE) & KILL & REMOVEEXISTING WATER SERVICE SERVING CHURCH BUILDING TO NORTHEASTADDITION BUILDING. COORDINATE WITH OWNER.6" X 6" X 4" MJ TEEPRESERVE & PROTECT EXISTING FIRE HYDRANT4" MJ VALVE4" WATER MAIN (SERVICE TO BUILDING)4" MJ 45° BEND WITH THRUST BLOCK1" WATER LINE TO NEW / RELOCATED FOUNTAIN. COORDINATE W/ OWNER.W1W2S1T - TELECOMCONNECT TO EXISTING FIBER OPTIC OR TELECOM LINE & REROUTE (SEE MEPPLANS)T1G - GASCONNECT TO EXISTING GAS LINE & REROUTE TO BUILDING MECHANICAL ROOM.GAS RELOCATION WILL BE NEEDED BEFORE BUILDING ADDITION CAN START.COORDINATE WITH CENTERPOINT.GAS METER (COORDINATE WITH CENTERPOINT)G1E - ELECTRICINSTALL 4" SCHEDULE 40 PVC CONDUIT TO TRANSFORMER (COORDINATE WITHDUKE)TRANSFORMER 8'-8" X 8'-2" CONCRETE PAD (SEE DETAIL SHEET C902)E1E2C.O.C.O.PROPOSED LINETYPES LEGENDEXISTING LINETYPES LEGENDRDRDD.S.SSSTD - DRAINAGE / STORM SEWER6''SSD6''SSDD1D2PROPOSED 2" SACRARIUM FRENCH DRAIN (SEE DETAIL SHEET)RE-ROUTE EXISTING STORM SEWER PIPE 5' MIN FROM PROPOSED BUILDINGREMOVE EXISTING CASTING INLETRAISE EXISTING CASTING TO REPLACE WITH SOLID CASTING R-1772INSTALL NEW DOWNSPOUT LINE TO CONNECT TO EXISTING 8" PVC PER 2000PLANSROOF DRAINDOWNSPOUT BOOT CONNECTINLET/MANHOLE OVER EXISTING PIPE (SEE STRUCTURE DATA TABLE)D3D4D56-INCH PERFORATED HDPE SUBSURFACE DRAINSTORM SEWER CLEANOUTSTORM SEWER PIPESANITARY CLEANOUTGAS LINEROOF DRAINWATER LINESWALEUNDERGROUND CABLESUBSCRIBE DRAINS (STRUCTURES)UTILITY NOTESUTILITY KEY NOTE LEGENDDOWNSPOUTSTORM LINESANITARY LINEGAS LINROOF DRAINWATER LINEUNDERGROUND CABLEOVERHEAD UTILITYUTILITY PLANC501DRAWING TITLE:CERTIFIED BY:DRAWING NUMBERPROJECT NUMBERREVISIONS:SCOPE DRAWINGS:PROJECT: These drawings indicate the general scope of the projectin terms of architectural design concept, the dimensions ofthe building, the major architectural elements and the typeof structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe allwork required for full performance and completion of therequirements of the Contract. On the basis of the general scope indicated or described,the trade contractors shall furnish all items required for theproper execution and completion of the work.ISSUE DATEDRAWN BYCHECKED BY© 2018 CSO Architects, Inc. All Rights ReservedKnow what'sbelow.before you dig.Call2021-06-04SOMKPARISH LIFE CENTER PROJECT OUR LADY OF MT. CARMEL CHURCH 14598 OAK RIDGE RD, CARMEL, IN 4603219038D6D7W3W4W5W6W7W8W9H - HVACCHILLER ON CONCRETE PAD (SEE MEP PLANS)H1W10G2D8W11W12W13W141TAC COMMENTS9/13/202111