External Networks DWG Block for AutoCAD

Detalles of construct external networks with post anti fire and storm water storage and wastewater valves.

Drawing labels, details, and other text information extracted from the CAD file:

garland arkansas, hot springs, national park, hot, springs, p.o. box, hot springs, city of hot springs, arkansas, tel fax, utility engineering department, steve utilities, justin engineering, date:, scale:, cad file:, drawn by:, designed by:, checked by:, sheet:, engr. seal:, revisions, description, date, number, project title:, dia., n.t.s., sewer specs, j.b., s.m., city of hot springs, sanitary sewer, detail drawings, standard manhole detail, lid in accord with city specifications, frame with, used to provide maximum, mechanical vibrator to be, waterstop, concrete density, deeper than feet., on center for manholes, coated steel steps, fiberglass or plastic, used at all joints., if precast ramneck or approved, gasketing material shall be, used under manhole ring section, ramneck to be, engineer and sdr fittings are not available., sdr fittings may be used if approved by the, note:, sewer main, crushed stone, bedding, note:, end of service lateral shall be marked with, either treated placed, buried metal or brightly colored, of the ground., rope from the end of the pipe to the surface, to property line, min, sewer main, cleanout with threaded and slotted cap multifitting or equal, add adjustable water valve box if located in traffic area, sewer service line same as sewer, sewer service, transition coupling fernco or equal, wye fitting, sanitary sewer service details, typical utility cut, width, trench, thickness, pavement, greater existing, min. or match, class concrete, proctor., to modified, mat’l compacted, or other approved, washed sewer gravel, pipe, steel plates, traffic barricades or, cover section, frame section, national park, hot springs, in usa, glue joints, stainless steel, band and anchors, if drop length, exceeds feet, install plug if, slope exceeds, glue joints, see note, pvc pipe, varies, min. for or greater, gravel or crushed rock, backfill in excavated, area under pipe, note: precast manholes to have, waterstop, inside manhole drop detail, used under manhole, ramneck to be, pvc service, grout around pipe, waterstop, pvc, glue on tee, pvc pipe, pvc, glue on, anchor to manhole wall, if drop length, exceeds feet., inside service drop detail, all points., sidewalls of flow channel shall begin at spring line of pipe height at, and covered with grout., flow channels shall be constructed with brick bedded, have flow channels., service laterals entering as approved by the must, with different invert elevations to provide for smooth flows., properly shaped flow channels shall be constructed between pipes, obstruction., all invert channels are to be constructed for smooth flow without, provide feet minimum drop through manhole. between, highest invert and lowest invert., minimum of brick rubble bedded and covered with grout., typical invert flow channels, min., carrier, pipe size, casing, steel, min. wall, thickness, steel casing pipe, carrier pipe, plastic casing spacers, paving, rock base, roadway, min., ductile iron restrained joint pipe to extend one length minimum beyond end of casing unless otherwise approved by utility., ends to be sealed with or approved equal., casing pipe, carrier pipe, casing pipe shall be in accordance with current astm specification, wall thickness shall be as noted in table or latest f.d.o.t. standards if greater., pipe through conflict storm and sanitary structures must use this detail., the end of the casing must extend minimum of outside the structure., to gravel, or crushed rock, for, backfill shall be, screened city pit, or compacted, to density., for other, backfill may be, excavated mat’l., pipe bedding detail, for pvc sewer pipe, sanitary sewer casing details, ring section, water tight installation., grout and fill around to provide, set ring in portland cement, manhole, if you need help or find problem., call sewer department, prevent stoppages in the sewer line., debris from inside manhole to, clean broken brick and other, notes:, lid, if in road or street, leave for asphalt, grout inside and, outside, riser rings, concrete, new mh ring and cover to be, as specified by city of hot springs, provided by developer or contractor, by city of hot springs, concrete manhole riser, rings as specified, concrete, grout at all joints, ramneck or, typical raising manhole details, sanitary sewer manhole, ring and cover details, typical invert flow channels, sanitary sewer service details, standard manhole detail, inside manhole drop detail, inside service drop detail, pipe bedding detail, for pvc sewer pipe, sanitary sewer casing details, typical raising manhole details, sanitary sewer manhole, ring and cover details, ring bolted down with, anchor bolts nuts and washers., fire corey or compression with seals, and ground breaking flange to approval by local, two n.s.t hose connections and one pump connection n.s.t., all hydrants to open left and to conform, to a.w.w.a. standard hydrant to be painted red with white, main valv

Raw text data extracted from CAD file:

GARLAND COUNTY, ARKANSAS HOT SPRINGS NATIONAL PARK HOT SPRINGS P.O. BOX 700 HOT SPRINGS CITY OF HOT SPRINGS ARKANSAS 71901 Tel (501) 321-6889 Fax (501) 321-6967 UTILITY ENGINEERING DEPARTMENT Steve Mallett, Utilities Engineer, (501) 321-6886 Justin Barrett, Engineering Asst, (501) 321-6884 DATE: SCALE: CAD FILE: DRAWN BY: DESIGNED BY: CHECKED BY: SHEET: ENGR. SEAL: REVISIONS DESCRIPTION DATE NUMBER PROJECT TITLE: \A1;4'-0" \A1;9" \A1;9" \A1;8" \A1;1 1/2" \A1;5/8" \A1;1 1/2" \A1;7" \A1;1 1/2" \A1;26" DIA. \A1;32" - 34" DIA. \A1;26 1/4" DIA. \A1;24" DIA. \A1;90° \A1;2"-4" \A1;1'-0" \A1;6" 03-10-03 N.T.S. SEWER SPECS J.B. S.M. S.M. 11 CITY OF HOT SPRINGS SANITARY SEWER DETAIL DRAWINGS (CAST-IN-PLACE CONCRETE) STANDARD MANHOLE DETAIL -1030.951540012816 24" LID IN ACCORD WITH CITY SPECIFICATIONS CAST-IRON FRAME WITH USED TO PROVIDE MAXIMUM MECHANICAL VIBRATOR TO BE WATERSTOP CONCRETE DENSITY DEEPER THAN 5 FEET. ON CENTER FOR MANHOLES COATED STEEL STEPS 15" FIBERGLASS OR PLASTIC (OR PRECAST) USED AT ALL JOINTS. IF PRECAST - RAMNECK OR APPROVED GASKETING MATERIAL SHALL BE USED UNDER MANHOLE RING SECTION RAMNECK TO BE ENGINEER AND SDR 26 FITTINGS ARE NOT AVAILABLE. SDR 35 FITTINGS MAY BE USED IF APPROVED BY THE NOTE: SEWER MAIN CRUSHED STONE BEDDING NOTE: END OF SERVICE LATERAL SHALL BE MARKED WITH EITHER A TREATED 2"X4" PLACED VERTICALLY, A BURIED METAL STAKE, OR A BRIGHTLY COLORED OF THE GROUND. ROPE FROM THE END OF THE PIPE TO THE SURFACE -1030.951540012816 TO PROPERTY LINE 4' MIN SEWER MAIN CLEANOUT WITH THREADED AND SLOTTED CAP MULTIFITTING #287140 OR EQUAL ADD ADJUSTABLE WATER VALVE BOX IF LOCATED IN TRAFFIC AREA 4" SEWER SERVICE LINE (BEDDING - SAME AS SEWER MAIN) 4" SEWER SERVICE TRANSITION COUPLING FERNCO OR EQUAL WYE FITTING SANITARY SEWER SERVICE DETAILS TYPICAL UTILITY CUT (VARIES) WIDTH TRENCH -1030.951540012816 -1030.951540012816 -1030.951540012816 THICKNESS PAVEMENT GREATER EXISTING 2" MIN. OR MATCH (3000 PSI) CLASS "A" CONCRETE PROCTOR. TO 95% MODIFIED MAT'L COMPACTED OR OTHER APPROVED (CRUSHED STONE) WASHED SEWER GRAVEL PIPE STEEL PLATES TRAFFIC BARRICADES OR -1030.951540012816 -1030.951540012816 -1030.951540012816 -1030.951540012816 COVER SECTION FRAME SECTION -1030.951540012816 -1030.951540012816 -1030.951540012816 -1030.951540012816 -1030.951540012816 NATIONAL PARK HOT SPRINGS \W1.133419;MADE IN USA 90° BEND, GLUE JOINTS STAINLESS STEEL BAND AND ANCHORS IF DROP LENGTH EXCEEDS 4 FEET INSTALL PLUG IF SLOPE EXCEEDS 2% TEE, GLUE JOINTS SEE NOTE PVC PIPE VARIES 18" MIN. FOR 6" OR GREATER GRAVEL OR CRUSHED ROCK BACKFILL IN EXCAVATED AREA UNDER PIPE NOTE: PRECAST MANHOLES TO HAVE 2" WATERSTOP (TYP.) INSIDE MANHOLE DROP DETAIL USED UNDER MANHOLE RAMNECK TO BE 4" PVC SERVICE NON-SHRINK GROUT AROUND PIPE WATERSTOP 4" PVC GLUE ON TEE 4" PVC PIPE 4" PVC GLUE ON 90° ANCHOR TO MANHOLE WALL IF DROP LENGTH EXCEEDS 5 FEET. INSIDE SERVICE DROP DETAIL ALL POINTS. SIDEWALLS OF FLOW CHANNEL SHALL BEGIN AT SPRING LINE OF PIPE HEIGHT AT AND COVERED WITH NON-SHRINK GROUT. FLOW CHANNELS SHALL BE CONSTRUCTED WITH 6" BRICK RUBBLE, BEDDED HAVE FLOW CHANNELS. SERVICE LATERALS ENTERING MANHOLES, AS APPROVED BY THE ENGINEER, MUST WITH DIFFERENT INVERT ELEVATIONS TO PROVIDE FOR SMOOTH FLOWS. PROPERLY SHAPED FLOW CHANNELS SHALL BE CONSTRUCTED BETWEEN PIPES OBSTRUCTION. ALL INVERT CHANNELS ARE TO BE CONSTRUCTED FOR SMOOTH FLOW WITHOUT PROVIDE 0.2 FEET (2-1/2") MINIMUM DROP THROUGH MANHOLE. BETWEEN HIGHEST INVERT AND LOWEST INVERT. MINIMUM OF 6" BRICK RUBBLE BEDDED AND COVERED WITH NON-SHRINK GROUT. 1. 2. 3. 4. 5. 6. 7. TYPICAL INVERT FLOW CHANNELS 2 1/2" MIN. CARRIER PIPE SIZE 4" 6" 8" 10" 12" 14" 16" 18" 20" 24" 30" 36" 42" 48" 72" 60" 48" 42" 36" 30" 30" 24" 24" 20" 18" 16" 14" 12" CASING STEEL MIN. WALL THICKNESS .250 .250 .250 .250 .250 .250 .250 .500 .500 .500 .500 .250 .250 .188 STEEL CASING PIPE CARRIER PIPE PLASTIC CASING SPACERS -1030.951540012816 PAVING ROCK BASE ROADWAY \A1;10'-0" MIN. \A1;36" MIN. \A1;10'-0" MIN. DUCTILE IRON RESTRAINED JOINT PIPE TO EXTEND ONE LENGTH MINIMUM BEYOND END OF CASING UNLESS OTHERWISE APPROVED BY UTILITY. ENDS TO BE SEALED WITH "LINK SEAL" OR APPROVED EQUAL. CASING PIPE CARRIER PIPE 1. CASING PIPE SHALL BE IN ACCORDANCE WITH CURRENT ASTM SPECIFICATION A139. 2. WALL THICKNESS SHALL BE AS NOTED IN TABLE ABOVE, OR LATEST F.D.O.T. STANDARDS IF GREATER. 3. PIPE THROUGH CONFLICT STORM AND SANITARY STRUCTURES MUST USE THIS DETAIL. THE END OF THE CASING MUST EXTEND A MINIMUM OF 6" OUTSIDE THE STRUCTURE. 1 1/2" TO 3/8" GRAVEL OR CRUSHED ROCK FOR ROADWAYS, BACKFILL SHALL BE SCREENED CITY PIT OR SB-2 COMPACTED TO 95° DENSITY. FOR OTHER AREAS, BACKFILL MAY BE EXCAVATED MAT'L. PIPE BEDDING DETAIL FOR PVC SEWER PIPE -1030.951540012816 -1030.951540012816 SANITARY SEWER CASING DETAILS RING SECTION WATER TIGHT INSTALLATION. GROUT AND FILL AROUND TO PROVIDE SET RING IN PORTLAND CEMENT MANHOLE IF YOU NEED HELP OR FIND A PROBLEM. 2. CALL SEWER DEPARTMENT 321-6886 PREVENT STOPPAGES IN THE SEWER LINE. DEBRIS FROM INSIDE MANHOLE TO 1. CLEAN BROKEN BRICK AND OTHER NOTES: LID IF IN ROAD OR STREET LEAVE 2" FOR ASPHALT -1030.951540012816 GROUT INSIDE AND NON-SHRINK OUTSIDE RISER RINGS CONCRETE NEW MH RING AND COVER TO BE AS SPECIFIED BY CITY OF HOT SPRINGS PROVIDED BY DEVELOPER OR CONTRACTOR BY CITY OF HOT SPRINGS CONCRETE MANHOLE RISER RINGS AS SPECIFIED CONCRETE GROUT AT ALL JOINTS RAMNECK OR NON-SHRINK TYPICAL RAISING MANHOLE DETAILS SANITARY SEWER MANHOLE RING AND COVER DETAILS TYPICAL INVERT FLOW CHANNELS SANITARY SEWER SERVICE DETAILS STANDARD MANHOLE DETAIL INSIDE MANHOLE DROP DETAIL INSIDE SERVICE DROP DETAIL PIPE BEDDING DETAIL FOR PVC SEWER PIPE SANITARY SEWER CASING DETAILS TYPICAL RAISING MANHOLE DETAILS SANITARY SEWER MANHOLE RING AND COVER DETAILS RING BOLTED DOWN WITH 3/4" ANCHOR BOLTS NUTS AND WASHERS. Fire hydrant, corey or compression type, with 0-ring seals and ground breaking flange (subject to approval by local inspector); two 2 1/2" N.S.T hose connections and one 4" pump connection N.S.T. All hydrants to open left (counterclockwise) and to conform to A.W.W.A. standard C-502. Hydrant to be painted red with white caps, 5" main valve with 6" inlet. 2" Min. 8" Max. 1/4 Cu. Yd. Crushed rock for drainage Concrete Base 3'-0" Min. Valve Box with lid M.J. Holding Spool with retainer ring Flanged XM.J. Gate Valve M.J.XM.J.X Flange Tee Curb FIRE HYDRANT MIN. 2-2 1/2" HOSE CONNECTIONS 1-4 1/2" PUMPER CONNECTION 7 CUBIC FEET OF CRUSHED ROCK GROUND LINE GROUND LINE THRUST BLOCK PROVIDE SAME AREA AS INDICATED IN TABLE FOR 6" TEE OR END 15"x15"x6" CONC. BLOCK ADJUSTABLE VALVE BOX C OF WATER MAIN 6" HYDRANT LEAD, SHUT OFF VALVE AND BOX L PROVIDE FOR PROPER DRAINAGE OF HYDRANT BARREL. KEEP WEEP HOLES OPEN * A =7'-0" FROM BACK OF PAVEMENT WHERE NO CURB EXISTS OR 4'-0" FROM BACK OF CURB. TYPICAL FIRE HYDRANT SETTING SEE SPECS. THRUST BLOCK PROVIDE SAME AREA AS INDICATED IN TABLE FOR 6" TEE OR END N.T.S. * A 48" MAX. 18" GAS VALVE AND VALVE BOX HEAD EXTENSION NEW LUBRICANT HIGH SEALANT PIPE GUIDE RING GAS COVER MARKED IRON VALVE BOX LOW TRAFFIC CAST FITTING BUTTONHEAD TYPE BOX SHAFT SLIP TWO PIECE VALVE 1.5" PIPE PLUG VALVE NEW LUBRICATED STRAPS RESTRAINING (18"X18"X6") BLOCK RESTRAINING CONCRETE 1/4" THICK 4-7/16" D 2-15/16" D N.T.S. 0.50 0.15 1.30 0.65 MIN.0.25 1.95 0,19 0,15 0,865 CARRER PRINCIPAL E=1:20 AL FINAL DELS CARRERS PERPENDICULARS DETALL D'EMBORNAL TIPUS 1 DOBLE SITUAT 0 40 EMBORNAL DOBLE 0 30 EMBORNAL SIMPLE VORAVIA DE FUNDICIO -25.74518752727144 -25.74518752727144 -25.74518752727144 0,15 PERSPECTIVA 00,40 00,40 CARRER FINAL DEL B B A A C C SECCIO C-C' SECCIO B-B' SECCIO A-A' DETALL D'EMBORNAL TIPUS 1 DOBLE E=1:20 -14.23623399483349 0.15 0.15 0.45 -14.23623399483349 -17.3547901257359 VARIABLE -21.17000680677744 0.15 0.15 1.00 0,50 0.45 0.40 -21.17000680677744 -21.18504737765805 BIGUETES PER SUPORTAR 7 TONES PER METRE. 0.75 0.15 0.15 1.05 -21.18504737765805 0.15 VARIABLE 0,50 0.75 EXPLODED DETAIL OF COUNTERSUNK CLEANOUT PLAN SECTIONAL ELEVATION FLOOR CLEANOUT POLISHED BRASS OR NICKEL PLATED COVER RISER CLAMP POLISHED BRASS OR NICKEL PLATED COVER 0.15 SECTIONAL ELEVATION ELEVATION WALL CLEANOUT SECTIONAL ELEVATION MASTIC FILLER FLOOR SLEEVE FLOOR LINE SECTIONAL ELEVATION FLOOR LINE WALL FLOOR SLEEVE MASTIC FILLER BEAM 0.46 FOR 75d AND LARGER 0.30 MIN. FOR SMALLER PIPES 57.84286271853279 51.09977722058323 0.46 FOR 75d AND LARGER 0.30 MIN. FOR SMALLER PIPES BASE CLEANOUT FLOOR LINE FLOOR, WALL & BASE CLEANOUT \A1;D \A1;G \A1;C \A1;E \A1;B \A1;A -217.3995487846785 -217.3995487846785 -217.3995487846785 -217.3995487846785 -217.3995487846785 F -217.3995487846785 2 M-319-34A 1-5/8 4 4-3/4 4-6 2 1-7/8 5 M-319-34B 1-5/8 3 4-3/4 4-6 1-7/8 2 5-1/4 M-319-34C 1-3/4 4 4-3/4 4-6 1-7/8 2 A B C D E F G MODEL NO. DIMENSIONS IN INCHES: A AR 10 AR 10 10 AR 10 AR 1 1 AR 10 AR 10 C A-02 200mm C/C BOTHWAYS CONCRETE GRADE 20A BAKAU PILES AT CENTRES & LENGTHS TO THE REQUIREMENTS OF THE SUPERINTENDING OFFICER 13mm DIA BARS AT APPROVED SAND (WHENEVER REQUIRED TO BE USED AS BAKAU PILES FOR MANHOLE DIRECTED BY THE SUPERINTENDING OFFICER) \A1;M \A1;P \A1;125 \A1;150 83 \A1;150 GROUND FLOOR PLAN SCALE 1:100 \A1;90° \A1;9" \A1;8" \A1;minimo cm 80 \A1;min. 25cm. \A1;min. 25cm. \A1;9" \A1;8" \A1;90° \A1;minimo cm 80 - strato di materiale isolante - soletta in C.L.S. - ghiaia e/o materiale da sottofondo tubazione in prossimità della superficie ESEMPI DI POSA CONDOTTE FOGNARIE SEZIONE SEZIONE SEZIONE SEZIONE adeguata distanza della tubazione dalle piante - a seconda del tipo di essenze arboree - contro il gelo - materiale inerte A B C D con materiale arido rinterro della tubazione intersezione e parallelismo con la tubazione dell'acquedotto idonea distanza b) a) adeguata protezione acquedotto a) sempre al di sopra di b) LEGENDA E PARTICOLARI RETE ACQUE NERE DESCRIZIONE E PARTICOLARI SIMBOLI di colore rosso P.V.C. serie pesante Tubazioni acque nere: grès mm.120÷150 SIMBOLI DESCRIZIONE E PARTICOLARI Tubazioni di sfiato: mm. 40 s f tetto dell'edificio - (nuovi fabbricati) "Firenze" munito di n. 2 tappi a tenuta per pozzetto dotato di sifone idraulico tipo le ispezioni e di uno sfiato da elevare sul SEZIONE PIANTA POZZETTO CON SIFONE IDRAULICO P.V.C. serie pesante di colore rosso particolare costruttivo tramoggia in cls sfiato insed. esistenti sfiato nuovi insediamenti riempimento in sabbia sigillo ispezionabile sfiato nuovi insed. pozzetto dotato di derivazione a 45° con o senza curva a 45°munita di tappo a tenuta per l'ispezione. POZZETTO DI DERIVAZIONE particolare costruttivo PIANTA SEZIONE sigillo ispezionabile riempimento in sabbia tramoggia in cls ò Æ ö ò ò ò ò ò ò ò ò ò ò ò ò ò ò tramoggia in cls riempimento in sabbia sigillo ispezionabile SEZIONE PIANTA tappo a tenuta per l'ispezione. pozzetto dotato di curva a 45° munita di POZZETTO DI CAMBIO DIREZIONE particolare costruttivo ò ò É l'ispezione e curve a 45°. SEZIONE sigillo ispezionabile riempimento in sabbia tramoggia in cls ò ò ò PIANTA particolare costruttivo speciale T.E. munito di tappo a tenuta per pozzetto dotato di derivazione con pezzo POZZETTO DI CAMBIO DIREZIONE DOLCE ò É É SEZIONE sigillo ispezionabile riempimento in sabbia tramoggia in cls ò ò ò PIANTA particolare costruttivo munito di tappo a tenuta per l'ispezione. pozzetto dotato di pezzo speciale T.E. POZZETTO D'ISPEZIONE private. SEZIONE sigillo ispezionabile tramoggia in cls ò ò ò PIANTA particolare costruttivo Pubblico per il collegamento delle reti Pozzetto generalmente eseguito dall' Ente POZZETTO DI ALLACCIAMENTO STRADALE BACINO CONDENSAGRASSI Bacino circolare del diametro minimo di cm. 80 e avente due setti di protezione delle condotte di entrata e uscita con camera per la raccolta di grassi e saponi. particolare costruttivo PIANTA SEZIONE ò ò ò É Æ Æ ò Æ ò sigillo ispezionabile 249.6226871003491 ò ò con diversi diametri pezzo speciale per raccordi di tubazioni PEZZI SPECIALI ò ò ò ò ò particolare costruttivo PEZZI SPECIALI particolari costruttivi delle tubazioni. pezzi speciali a 45° per cambi direzione ò ò ò ò ò ò ò ò ò ò LEGENDA E PARTICOLARI RETE ACQUE BIANCHE (PIOVANE) PROSPETTO SEZIONE ò particolare costruttivo "fazzoletto" in cls dim. cm. 100x200h circa. "FAZZOLETTO" IN CLS sigillo ispezionabile scorrimento della condotta adatta per la SEZIONE PIANTA particolare costruttivo POZZETTO DI DERIVAZIONE pozzetto scatolare di derivazione condotte. ò ò ò sigillo ispezionabile particolare costruttivo PIANTA SEZIONE sedimentazione e il prelievo di campioni di. di colore rosso P.V.C. serie pesante POZZETTO DI SEDIMENTAZIONE pozzetto con camera di altezza minima di 25 cm. dalla base del fondo alla linea di mm 140÷200 Tubazioni acque bianche: SIMBOLI DESCRIZIONE E PARTICOLARI ò ò ò pezzi speciali a 45° per cambi direzione pezzo speciale per raccordi di tubazioni ò ò ò ò ò delle tubazioni. particolari costruttivi PEZZI SPECIALI particolare costruttivo ò ò ò ò con diversi diametri PEZZI SPECIALI ò ò SEZIONE caditoia in ghisa e/o cls PIANTA ò particolare costruttivo POZZETTO SIFONATO E CADITOIA pozzetto sifonato con coperchio a caditoia. Tubazioni acquedotto: DESCRIZIONE E PARTICOLARI SIMBOLI ò ò 249.6226871003491 acqua. (dim. minime 40x40x40h) ò ò Æ Æ É ö ö Æ ò ò ò ò ò ò ò ò ò ò PIANTA É Æ pozzetto pluviale sifonato con sigillo ispez. POZZETTO PLUVIALE SIFONATO particolare costruttivo SEZIONE ò ò ò ò ò ò Æ "fazzoletto" in cls. "fazzoletto" in cls. PLUVIALE NON CANALIZZATO pluviale con scarico a cielo aperto riempimento in sabbia ò pozzetto dotato di adeguata valvola antiriflusso. sigillo ispezionabile SEZIONE POZZETTO CON ANTIRIFLUSSO particolare costruttivo PIANTA ò ò tramoggia in cls SEZIONE PIANTA particolare costruttivo pozzetto dotato di pompa di sollevamento POZZETTO DI SOLLEVAMENTO con valvola di non ritorno e adeguato sigillo ispezionabile sigillo ispezionabile tramoggia in cls ò tramoggia in cls ò Æ ö Æ ò valvola di non ritorno ò ò ò P/s. pozzetto di ricevimento. C B A D LEGENDA E PARTICOLARI RETE ACQUE NERE e BIANCHE (PIOVANE) SIMBOLI DESCRIZIONE E PARTICOLARI DESCRIZIONE E PARTICOLARI SIMBOLI ò ò ò ò prolungato alla copertura 03-10-03 N.T.S. SEWER SPECS J.B. S.M. S.M. 11 CITY OF HOT SPRINGS SANITARY SEWER DETAIL DRAWINGS (CAST-IN-PLACE CONCRETE) STANDARD MANHOLE DETAIL 24" LID IN ACCORD WITH CITY SPECIFICATIONS CAST-IRON FRAME WITH USED TO PROVIDE MAXIMUM MECHANICAL VIBRATOR TO BE WATERSTOP CONCRETE DENSITY DEEPER THAN 5 FEET. ON CENTER FOR MANHOLES COATED STEEL STEPS 15" FIBERGLASS OR PLASTIC (OR PRECAST) USED AT ALL JOINTS. IF PRECAST - RAMNECK OR APPROVED GASKETING MATERIAL SHALL BE USED UNDER MANHOLE RING SECTION RAMNECK TO BE ENGINEER AND SDR 26 FITTINGS ARE NOT AVAILABLE. SDR 35 FITTINGS MAY BE USED IF APPROVED BY THE NOTE: SEWER MAIN CRUSHED STONE BEDDING NOTE: END OF SERVICE LATERAL SHALL BE MARKED WITH EITHER A TREATED 2"X4" PLACED VERTICALLY, A BURIED METAL STAKE, OR A BRIGHTLY COLORED OF THE GROUND. ROPE FROM THE END OF THE PIPE TO THE SURFACE 249.6226871003491 TO PROPERTY LINE 4' MIN SEWER MAIN CLEANOUT WITH THREADED AND SLOTTED CAP MULTIFITTING #287140 OR EQUAL ADD ADJUSTABLE WATER VALVE BOX IF LOCATED IN TRAFFIC AREA 4" SEWER SERVICE LINE (BEDDING - SAME AS SEWER MAIN) 4" SEWER SERVICE TRANSITION COUPLING FERNCO OR EQUAL WYE FITTING SANITARY SEWER SERVICE DETAILS TYPICAL UTILITY CUT (VARIES) WIDTH TRENCH 249.6226871003491 249.6226871003491 THICKNESS PAVEMENT GREATER EXISTING 2" MIN. OR MATCH (3000 PSI) CLASS "A" CONCRETE PROCTOR. TO 95% MODIFIED MAT'L COMPACTED OR OTHER APPROVED (CRUSHED STONE) WASHED SEWER GRAVEL PIPE STEEL PLATES TRAFFIC BARRICADES OR COVER SECTION FRAME SECTION NATIONAL PARK HOT SPRINGS \W1.133419;MADE IN USA 90° BEND, GLUE JOINTS STAINLESS STEEL BAND AND ANCHORS IF DROP LENGTH EXCEEDS 4 FEET INSTALL PLUG IF SLOPE EXCEEDS 2% TEE, GLUE JOINTS SEE NOTE PVC PIPE VARIES 18" MIN. FOR 6" OR GREATER GRAVEL OR CRUSHED ROCK BACKFILL IN EXCAVATED AREA UNDER PIPE NOTE: PRECAST MANHOLES TO HAVE 2" WATERSTOP (TYP.) INSIDE MANHOLE DROP DETAIL USED UNDER MANHOLE RAMNECK TO BE 4" PVC SERVICE NON-SHRINK GROUT AROUND PIPE WATERSTOP 4" PVC GLUE ON TEE 4" PVC PIPE 4" PVC GLUE ON 90° ANCHOR TO MANHOLE WALL IF DROP LENGTH EXCEEDS 5 FEET. INSIDE SERVICE DROP DETAIL ALL POINTS. SIDEWALLS OF FLOW CHANNEL SHALL BEGIN AT SPRING LINE OF PIPE HEIGHT AT AND COVERED WITH NON-SHRINK GROUT. FLOW CHANNELS SHALL BE CONSTRUCTED WITH 6" BRICK RUBBLE, BEDDED HAVE FLOW CHANNELS. SERVICE LATERALS ENTERING MANHOLES, AS APPROVED BY THE ENGINEER, MUST WITH DIFFERENT INVERT ELEVATIONS TO PROVIDE FOR SMOOTH FLOWS. PROPERLY SHAPED FLOW CHANNELS SHALL BE CONSTRUCTED BETWEEN PIPES OBSTRUCTION. ALL INVERT CHANNELS ARE TO BE CONSTRUCTED FOR SMOOTH FLOW WITHOUT PROVIDE 0.2 FEET (2-1/2") MINIMUM DROP THROUGH MANHOLE. BETWEEN HIGHEST INVERT AND LOWEST INVERT. MINIMUM OF 6" BRICK RUBBLE BEDDED AND COVERED WITH NON-SHRINK GROUT. 1. 2. 3. 4. 5. 6. 7. TYPICAL INVERT FLOW CHANNELS 2 1/2" MIN. CARRIER PIPE SIZE 4" 6" 8" 10" 12" 14" 16" 18" 20" 24" 30" 36" 42" 48" 72" 60" 48" 42" 36" 30" 30" 24" 24" 20" 18" 16" 14" 12" CASING STEEL MIN. WALL THICKNESS .250 .250 .250 .250 .250 .250 .250 .500 .500 .500 .500 .250 .250 .188 STEEL CASING PIPE CARRIER PIPE PLASTIC CASING SPACERS 249.6226871003491 PAVING ROCK BASE ROADWAY \A1;10'-0" MIN. \A1;36" MIN. \A1;10'-0" MIN. DUCTILE IRON RESTRAINED JOINT PIPE TO EXTEND ONE LENGTH MINIMUM BEYOND END OF CASING UNLESS OTHERWISE APPROVED BY UTILITY. ENDS TO BE SEALED WITH "LINK SEAL" OR APPROVED EQUAL. CASING PIPE CARRIER PIPE 1. CASING PIPE SHALL BE IN ACCORDANCE WITH CURRENT ASTM SPECIFICATION A139. 2. WALL THICKNESS SHALL BE AS NOTED IN TABLE ABOVE, OR LATEST F.D.O.T. STANDARDS IF GREATER. 3. PIPE THROUGH CONFLICT STORM AND SANITARY STRUCTURES MUST USE THIS DETAIL. THE END OF THE CASING MUST EXTEND A MINIMUM OF 6" OUTSIDE THE STRUCTURE. 1 1/2" TO 3/8" GRAVEL OR CRUSHED ROCK FOR ROADWAYS, BACKFILL SHALL BE SCREENED CITY PIT OR SB-2 COMPACTED TO 95° DENSITY. FOR OTHER AREAS, BACKFILL MAY BE EXCAVATED MAT'L. PIPE BEDDING DETAIL FOR PVC SEWER PIPE SANITARY SEWER CASING DETAILS RING SECTION WATER TIGHT INSTALLATION. GROUT AND FILL AROUND TO PROVIDE SET RING IN PORTLAND CEMENT MANHOLE IF YOU NEED HELP OR FIND A PROBLEM. 2. CALL SEWER DEPARTMENT 321-6886 PREVENT STOPPAGES IN THE SEWER LINE. DEBRIS FROM INSIDE MANHOLE TO 1. CLEAN BROKEN BRICK AND OTHER NOTES: LID IF IN ROAD OR STREET LEAVE 2" FOR ASPHALT GROUT INSIDE AND NON-SHRINK OUTSIDE RISER RINGS CONCRETE NEW MH RING AND COVER TO BE AS SPECIFIED BY CITY OF HOT SPRINGS PROVIDED BY DEVELOPER OR CONTRACTOR BY CITY OF HOT SPRINGS CONCRETE MANHOLE RISER RINGS AS SPECIFIED CONCRETE GROUT AT ALL JOINTS RAMNECK OR NON-SHRINK TYPICAL RAISING MANHOLE DETAILS SANITARY SEWER MANHOLE RING AND COVER DETAILS TYPICAL INVERT FLOW CHANNELS SANITARY SEWER SERVICE DETAILS STANDARD MANHOLE DETAIL INSIDE MANHOLE DROP DETAIL INSIDE SERVICE DROP DETAIL PIPE BEDDING DETAIL FOR PVC SEWER PIPE SANITARY SEWER CASING DETAILS TYPICAL RAISING MANHOLE DETAILS SANITARY SEWER MANHOLE RING AND COVER DETAILS RING BOLTED DOWN WITH 3/4" ANCHOR BOLTS NUTS AND WASHERS. IDRANTE SOPRASUOLO N°2 UNI 70 - N°1 UNI 100 CON CASSETTA DI CORREDO CARTELLA BLOCCO DI APPOGGIO EFFETTI UNI 70 PIANTANA CENTRALE PER CASSETTA IN ACCIAIO INOX N.2 LANCE A PIU` RACCORDI E MANICOTTI N.2 MANICHETTE UNI 70 CON TERRENO GHIAIA MEDIA GOMITO A PIEDE IN GHISA VALVOLA DI SCARICO ANTIGELO FLANGIA SCORREVOLE IN AISI UNI 70 CASSETTA ESTERNA * 300 300 250 * 250 * * FORO DI DRENAGGIO SARACINESCA DN 100 DN 100 - 863 DN 100 - + 0.00 TOMBINO CARRABILE FERRO A "C" NP 100 PARTICOLARE VALVOLA DI INTERCETTAZIONE INTERRATA -863 0.00 DN 100 LAMIERA GRECATA Sp. 5 mm. DN 100 1125 200 250 200 875 600 200 200 LIVELLO TERRENO TUBO PEAD PN16 SCIOLTA E VAGLIATA SABBIA O TERRA MATERIALE DI RISULTA DI ALIMENTAZIONE SOPRABATTENTE SCHEMA DI INSTALLAZIONE POMPA 24 22 21 26 23 20 18 25 2 3 8 9 1 19 6 9 14 17 10 7 4 5 9 Valvola di non ritorno in mandata 25 Scarico di troppo pieno 23 Tubazione prova portata pompa 11 Collegamento al pressostato d'avviamento 12 Valvola intercettazione pressostato 13 Pressostato d'avviamento 14 Manometro 16 Valvola di non ritorno 19 Regolatore di livello elettrico 24 Misuratore di portata 26 Manovuotometro 10 Collegamento all'impianto 15 Valvola di scarico 17 Saracinesca mandata 18 Valvola prova pompa 20 Pompa 21 Filtri 22 Valvola di fondo 11 16 15 2 Alimentazione serbatoio di adescamento 1 Serbatoio di adescamento 3 Valvola di intercettazione 5 Ricircolo e sfogo d'aria 6 Diaframma ricircolo acqua 7 Pressostato pompa in moto 8 Valvola intercettazione adescamento 4 Valvola a galleggiante 12 13 14 SCHEMA IDRICO DI FUNZIONAMENTO IMPIANTO 9 Valvola di non ritorno in mandata 8 Valvola di non ritorno in mandata 6 Gruppo elettropompa e motopompa 3 Troppo pieno DN 100 4 Valvola di fondo 1 Valvola di intercettazione bloccata aperta 2 Valvola galleggiante 7 Manovuotometro 5 Filtro Reintegro e rincalzo da acquedotto pubblico 1 2 12 14 Valvola intercettazione pressostato 13 Collegamento al pressostato d'avviamento 12 Valvola prova pompa 11 Saracinesca in mandata 18 Collegamento all'impianto 17 Valvola di non ritorno 16 Valvola di scarico 15 Pressostato d'avviamento 10 Manometro 9 26 27 16 6 22 Riciclo e sfogo d'aria 26 Attacco per autopompa 19 Tubazione prova portata pompa 20 Pressostato pompa in moto 21 Diaframma riciclo acqua 27 Saracinesca 25 Sfiato DN 100 dall' acquedotto pubblico 13 14 17 16 3 20 8 22 21 25 19 10 11 10 26 18 27 9 15 PARTICOLARE SCHEMATICO DEL SERBATOIO IDRICO SEZIONE PUBBLICA DALLA RETE PARTICOLARE INSTALLAZIONE GRUPPO DI ATTACCO MOTOPOMPA VV.F. UNI 70 rubinetto idrante valvola a clapet saracinesca DN 100 valvola di sicurezza rubinetto idrante \Fromans.shx;UNA VOLTA EFFETTUATO LO SCAVO SECONDO LE MODALITA' DI PROGETTO E NEL RISPETTO DELLE QUOTE, E' BUONA NORMA LIVELLARE IL FONDO DELLA TRINCEA CON SABBIA. UNA VOLTA POSATO IL TUBO RINFIANCARLO SEMPRE CON MATERIALI OTTIMAMENTE COSTIPABILI. SOPRA LO STRATO SUPERIORE DI SABBIA, PUO' ESSERE UTILIZZATO MATERIALE FINE PROVENIENTE DALLO SCAVO, IN STRATI COSTIPATI DI CIRCA 30 cm DI ALTEZZA. PER ULTERIORE RIEMPIMENTO SI PUO' USARE IL MATERIALE DI RECUPERO, SEMPRE CHE SIA OTTIMAMENTE COSTIPABILE, SI ESCLUDONO QUINDI MATERIALI SATURI D'ACQUA. iL RIEMPIMENTO DEVE ESSERE EFFETTUATO PROCEDENDO SECONDO UN UNICO VERSO, E SE POSSIBILE DURANTE LE ORE FRESCHE DELLA GIORNATA. SCAVO E POSA IN OPERA TUBAZIONE Livello minimo Livello normale ASPIRAZIONE DELLA POMPA DAL SERBATOIO DN 100 4 5 7 L'adescamento deve essere realizzato per ogni pompa (principali e pilota) di serbatoio di adescamento (cap.= 500 litri) Ogni pompa principale deve essere dotata FORO DI DRENAGGIO \A1;400 \A1;100 \A1;30 min \A1;100 \A1;500 min \A1;50 P:\library\mpi-std\san\SAN-018.dwg P:\library\mpi-std lmb LM-093.dwg P:\library\mpi-std\san\SAN-026.dwg P:\library\mpi-std\san\SAN-019.dwg P:\library\mpi-std\san\SAN-022.dwg P:\library\mpi-std lmb LM-060.dwg P:\library\mpi-std\civil\S-CW-048.dwg P:\library\mpi-std\civil\S-CW-063.dwg P:\library\mpi-std\civil\S-CW-049.dwg P:\library\mpi-std lmb LM-050.dwg P:\library\mpi-std\san\SAN-008.dwg P:\library\mpi-std lmb LM-059.dwg P:\library\mpi-std lmb LM-048.dwg P:\library\mpi-std\civil lumb\S-PL-006.dwg P:\library\mpi-std lmb LM-058.dwg P:\library\mpi-std lmb LM-117.dwg P:\library\mpi-std\civil lumb\S-PL-25b.dwg P:\library\mpi-std lmb LM-013/014.dwg BAKAU PILES FOR MANHOLE BRICK / IN-SITU CONCRETE SHALLOW MANHOLE MANHOLE COVER DETAIL IN-SITU CONCRETE DEEP MANHOLE PLAN STANDARD DEEP PRECAST CONCRETE MANHOLE SEWER MANHOLE / DRAINAGE MANHOLE PRECAST MANHOLE SEWER MANHOLE DETAIL SEWER MANHOLE DETAIL (TYPE-A) SEWER MANHOLE DETAIL (TYPE-B) SEWER MANHOLE DETAIL (TYPE-C) STANDARD HEAVY DUTY MANHOLE FRAME & COVER DETAIL OF STANDARD MANHOLE TYPICAL MANHOLE TYPE I PLAN AT BENCHING LEVEL JUNCTION BOX / MANHOLE DETAIL JUNCTION BOX DETAIL GREASE TRAP DETAIL DETAIL OF MANHOLE FRAME & CONC. COVER P:\library\mpi-std lmb LM-057.dwg DETAILS OF GREASE TRAP P:\library\mpi-std\civil\S-CW-057.dwg P:\library\mpi-std lmb LM-061.dwg DETAIL OF SEWER JUNCTION BOX GROUND CLEANOUT DETAIL P:\library\mpi-std\civil\S-CW-008.dwg P:\library\mpi-std\civil lumb\S-PL-014.dwg FLOOR DRAIN DETAIL P:\library\mpi-std\civil\S-CW-017.dwg DRAIN BOX DETAIL P:\library\mpi-std\civil lumb\S-PL-005.dwg DETAIL OF DRAIN BOX/OVERFLOW PIPE PVC WYE 100mm x SEWER LINE 100mm d PVC (WHERE OCCURS) 100mm x 100mm PVC PIPE FINISHED GRADE BRASS 100mm d COUNTER SUNK PLUG 1/8 PVC BEND 100mm d PVC PIPE ADAPTER 100mm d PVC 1/8 CISP BEND 0.45 SQ. CONC. COLLAR FLOW BLDG FROM FLOW P:\library\mpi-std\civil lumb\S-PL-034.dwg P:\library\mpi-std\civil lumb\S-PL-016.dwg 6" 1' - 0" SQ JUTE PACKING 1/8 BEND FINISH GROUND 6" COUNTER SUNK PLUG (SCREWED TYPE) LEAD CAULKING (FOR CISP) CAST IRON CONNECTOR CONCRETE BLOCK PVC/CISP CAULKING COMPOUND 6" 2" 8" PLAN ELEVATION (FOR CISP) (FOR CISP) P:\library\mpi-std\civil lumb\S-PL-017.dwg GROUND CLEANOUT DETAIL DETAIL SIPHON (SOL FINI) P:\library\mpi-std lmb LM-008.dwg P:\library\mpi-std lmb LM-009.dwg FLOOR CLEANOUT DETAIL GROUND CLEANOUT DETAIL P:\library\mpi-std lmb LM-010.dwg CATED IN PLAN) (SIZE AS INDI- TO MAIN LINE 90° ELBOW CLEANOUT COVER FRAME 300x300mm CONCRETE GROUT 100 P:\library\mpi-std\civil lumb\S-PL-15A.dwg CLEANOUT BODY M-230 LONG SWEEP BEND ROUND ACCESS COVER WALL SURFACED MOUNTED FFL P:\library\mpi-std\civil lumb\S-PL-15B.dwg ALONG VERTICAL PIPES P:\library\mpi-std lmb LM-015.dwg 300 d10 HOR BARS @ d12 VERT BARS @ 200mm OC 200mm OC 100 300 W/ FRAME ( METMA 452 - A ) STEEL GRATING COVER 300 100 100 100 d10 @ 200mm 75d DRAIN PIPE FLOW PAVEMENT CONCRETE 100 FLOW PIPE 75d DRAIN P L A N S E C T I O N AREA DRAIN DETAIL P:\library\mpi-std\civil lumb\S-PL-008.dwg AREA DRAIN DETAIL P:\library\mpi-std\civil lumb\S-PL-019.dwg PLAN - 1 SECTION - 1 PIPE CONC. DRAIN X 100mm LONG HOLES, 38mm WIDE LIFT BAR 13mmd GALVANIZED BOTHWAYS 10mmd FORCED W/ 3-U BAR 100mm THK CHB REIN- 10mmd BAR (TYP.) OR FIN YARD LINE TOP OF PAVEMENT 6-10mmd BOTHWAYS BOTHWAYS 6-10mm d BARS LONG WIDE X 100mm HOLES, 38mm DRAIN PIPE CONCRETE 0.10 0.031 0.10 (0.35 MIN.) VARIABLE 0.05 0.05 0.05 0.05 0.80 SQ. 0.60 SQ. 0.05 0.05 0.05 0.05 0.60 SQ. 0.80 SQ. CEMENT MORTAR 1B .072 0.114 0.10 0.114 .072 PLAN SECTION CANOPY DRAIN DETAIL P:\library\mpi-std lmb LM-014.dwg DRAIN STRAINER MEMBRANE WATERPROOFING ROUGH FLOOR SLAB DRAIN PIPE SIMILAR TO ZURN MODEL Z-181 MIN. GRATE OPEN AREA = .00746m 2 P:\library\mpi-std lmb LM-086.dwg CANOPY DRAIN DETAIL P:\library\mpi-std\san\SAN-011.dwg P:\library\mpi-std lmb LM-012.dwg DECK DRAIN WATERPROOFING CONC. FLOOR SLAB MEMBRANE TOP OF ROOF SIMILAR TO METMA M-311 OR OPEN AREA = 0.03m (48.0in.) DWG. LAYOUT PLAN 80mmd DRAIN PIPE UNLESS SPECIFIED IN APPROVED EQUAL 80mmd DRAIN PIPE THREADED AND CAULK OUTLET SUITABLE FOR ELEVATION PLAN DECK DRAIN DECK DRAIN P:\library\mpi-std lmb LM-013.dwg 0.35 0.35 WATERPROOFING MEMBRANE CLAMPING COLLAR & GRAVEL GUARD PLAN SECTION 0.10 0.40 0.10 0.10 0.10 0.40 TO FRAME (ALL AROUND) 6mm FLAT BAR FILLERS WELDED (WHERE IT OCCURS) RCP INLET PIPE INLET PIPE ELEVATION OF RCP EQUAL TO CROWN ELEVATION SHALL BE PVC DOWNSPOUT CROWN (2 @ SIDE) WELDED TO FRAME 10 mm d ANCHOR ROD COVER (NON-SKID) 6mm d THK STEEL PLATE RCP (WHERE IT OCCURS) 16mm d LIFTING HANDLE P L A N 100d DRAIN PIPE 0.30 0.80 2.40 2.10 (FREEBOARD) 0.30 0.10 0.50 0.10 CEMENT MORTAR INSECT SCREEN STEEL GRATING COVER #10 COPPER WIRE INCREASER 150X100 100d OVERFLOW PIPE CONCRETE BASE WELDED 100d DRAIN VALVE WATER TANK STAINLESS STEEL PIPE CLAMP WS SLOPE SLOPE CISP TRAP COMPOUND CAULKING OUTLET OR SCREWED INSIDE CAULK COLLAR ADJUSTABLE BRASS STRAINER REMOVABLE BRASS FIN FLOOR LINE PVC/ CISP PLAN SOLID BRASS PVC/CISP FLOOR DRAIN DETAIL P:\library\mpi-std lmb LM-001.dwg CLEANING EYE C.I. CONNECTOR P-TRAP SIZE SUITE DRAIN & P-TRAP PVC (FOR TOILETS) WATER-PROOFING SLOPE BRASS STRAINER REMOVABLE FINISHED FLOOR LINE SLOPE STRAINER BODY P:\library\mpi-std lmb LM-002.dwg FLOOR DRAIN DETAIL FLASHING CLAMP ADJUSTABLE SQUARE STRAINER C.I.P-TRAP FINISHED FLR. LINE C.I. CONNECTION TO SUIT DRAIN & P-TRAP SIZE P:\library\mpi-std lmb LM-003.dwg FLOOR DRAIN DETAIL STRAINER C.I.P-TRAP FINISHED FLR. LINE TURN-BUCKLE WELDED WELDED ALL AROUND P:\library\mpi-std lmb LM-004.dwg FLOOR DRAIN (FUNNEL TYPE) TO MAIN LINE FUNNEL TYPICAL LAYOUT FOR FLOOR DRAIN FLOOR SLAB TO STRUCTURAL ENGINEER'S DETAILS FINISHED LEVEL GRATING TO ARCH. CHOICE TRAP d80 WASTE PIPE STRUCTURAL FINISHED LEVEL d40 VENT PIPE WITH SOCKET FOR FUTURE CONNECTION TYPICAL LAYOUT FOR FLOOR DRAIN P:\library\mpi-std\san\SAN-006.dwg WATERPROOFING PARKING DRAIN AT VALLEY OPEN AREA = 0.022m (35in.) SIMILAR TO METMA M-249-1 OR APPROVED EQUIVALENT MEMBRANE OUTLET SUITABLE FOR 80mmd DRAIN PIPE DWG. LAYOUT PLAN UNLESS SPECIFIED IN 80 MM d DRAIN PIPE THREADED AND CAULK 300mmx300mm FINISHED FLOOR PARKING DRAIN WITH SEDIMENT BUCKET P:\library\mpi-std lmb LM-006.dwg PIPE FLASHING SEEPAGE OPENING LOCKING DEVICE HINGED GRATE WITH .05 S = .368 .317 .254 .368 SECTION PLAN .254 S = .368 .254 .317 S = .368 OUTLET "a" "a" WATERPROOF MEMBRANE W = 2xS = 0.736 DEVICE WITH TEMPERATURE THICKENED SLAB BARS (SEE ST.) T 2T NOTE: Ao = a Ao DETAIL OF PARKING DRAIN P:\library\mpi-std lmb LM-007.dwg P:\library\mpi-std lmb -DRAIN ROOF DRAIN (DOME TYPE) P:\library\mpi-std lmb LM-005.dwg DRAIN PIPE DRAIN BODY UNDER-DECK CLAMP PROVIDE SWING JOINT ROOF SUMP RECEIVER MEMBRANE WATERPROOFING DOME STRAINER uPVC PIPE 219.10 57.50 160.00 107.00 82.55 75 150 100 200 PIPE SIZE mm 50 mm A 200 285 200 200 mm B 200 NOTE: "A" L=100mm TYLER COUPLING 3/8 " ANCHOR BOLT 3/8" DIA NUT AND WASHER UNDER DECK N.S. PLATE CLAMP FOR ROD ANCHORING 360 465 360 360 mm C 360 110 600 750 600 600 142.5 110 110 mm D 600 mm E 110 (EMBEDDED PRIOR TO CONCRETING) 3/8" DIA x 275mm BOLT (FULL THREAD) INSULATION T=50mm ROOF DRAIN WATER PROOFING NUT AND WASHER 3/8" STUD BOLT W/ ROOF DRAIN DETAIL P:\library\mpi-std lmb LM-108.dwg TYPE B TYPE A SCUPPER DRAIN DETAIL P:\library\mpi-std lmb LM-101.dwg MEMBRANE SCUPPER DRAIN WATERPROOFING DRAIN PIPE ROUGH FLOOR SLAB SCUPPER DRAIN DETAIL P:\library\mpi-std lmb LM-109.dwg W 150mm PIPE OUTSIDE DIA. 150mm VARIES 1 2 900mm MINIMUM LEGEND: 1 COMPACTED SELECTED NATIVE MATERIAL BACKFILL APPROVE SAND BEDDING & BACKFILL HAND PLACED & COMPACTED 2 PIPE mm DIAMETER in. MINIMUM "W" mm MAXIMUM "W" mm 75 & UNDER 100 150 200 250 300 350 400 450 500 600 24" 20" 18" 16" 14" 12" 10" 8" 6" 4" 900 800 750 700 650 600 550 500 450 400 1200 1100 1050 1000 950 900 850 800 750 700 200 300 3" & UNDER WATER MAINLINE TABLE OF TRENCH DIMENSION (METERS) TYPICAL TRENCH DETAIL - WATER LINE P:\library\mpi-std\civil\S-CW-007.dwg TRENCH DETAIL P:\library\mpi-std\civil\S-CW-061.dwg A O.D. PIPE A 0.11 O.D. PIPE D COMPACTED BACKFILL OR RCP DRAINAGE LINE PVC PIPE WATERLINE SAND BEDDING MATERIAL 200mm THK PCC PAVEMENT HALF SECTION THRU EXIST GROUND CONCRETE PAVEMENT HALF SECTION THRU 150mm TO 400mm 200mm 250mm 600mm TO 750mm 400mm 300mm 450mm TO 525mm 900mm TO 1,050mm PIPE I.D. A (MIN) 1,200mm AND LARGER 500mm 200mm BRASS BAR (FOR 300mm TRENCH) 12mmX12mmX25mm O.C BRASS BAR (FOR 200mm TRENCH) 12mmX19mmX25mm O.C BRASS BAR 22mmX22mm BRASS ANCHOR BARS @ 0.20 O.C ANGLE BAR 200mm 12mmX19mmx1.00m P:\library\mpi-std lmb LM-055.dwg 200mm WIDE TRENCH CANAL W/ GRATING P:\library\mpi-std lmb LM-056.dwg 300mm WIDE TRENCH CANAL W/ GRATING 300mm 300mm 50X6mm FLAT BAR @ 25mm O.C 50X6mmX1.00M FLAT BAR 50X50X6mm ANGLE BAR ANCHOR BARS @ 0.20 O.C P:\library\mpi-std lmb LM-054.dwg TRENCH CANAL W/ PERFORATED PLATE COVER PERFORATION @ 0.50 O.C 300mm 200mm 100mm 100mm MIN. WIDTH MAX. 150mm 150mm DEPTH STAGGERED 150mm (MAX.) 200mm OR 300mm ANCHOR BARS @ 0.20 O.C PLATE W/ 12mmd @ 50mm O.C 9mm THK. MILD STEEL 13mmX22mm brass ANGLE BAR FINE SOIL ( COMPACTED ) SAND BEDDING ( FINE SAND / WELL TAMPERED ) DEPTH OF TRENCH VARIES LAID PIPE (UPVC & STEEL PIPES) 600 150 G.L. EXCAVATION OF TRENCH THROUGH ROCK P:\library\mpi-std lmb LM-104.dwg MAXIMUM " W " .05 .10 .15 " E " " T " (IN SOIL) " T " (IN ROCK) .10 .10 .05 .15 .03 .15 .10 .10 .10 .10 .08 .15 .08 .15 .10 .10 .15 .15 .10 .10 .10 .12 .12 .15 .15 .15 .15 TABLE OF DIMENSIONS .90 .70 200 MAXIMUM " W " PIPES DIA. (mm) 100 .80 .60 150 .60 .50 IN UNSTABLE SOIL OR UNDER ROADWAYS 1.00 300 .80 .95 .75 250 1.15 .95 1.05 .85 375 450 1.30 1.25 1.05 1.10 525 600 1.45 1.25 750 IN ORDINARY SOIL E T 3 3 HAND TAMPED IN 0.10 M. LAYERS. 105KG/CM CONCRETE CRADLE FOR PIPES UNDER ROADWAYS OR CROSSINGS WITH COVER LESS THAN 0.60 M. OR PIPES UNDER UNSTABLE SOIL 4 2 ORDINARY BACKFILL MATERIAL HAND OR MACHINE TAMPED IN SELECTED BACKFILL MATERIAL HAND TAMPED IN 0.10 M. LAYERS. GRAVEL OR SAND BACKFILL 2 0.20 M. LAYERS 1 E T IN ROCK 3 0.60 MIN. 249.6226871003491 249.6226871003491 T E 0.30 VAR. 4 2 1 0.60 MIN. 249.6226871003491 W VAR. 0.30 2 1 W W 249.6226871003491 0.60 MIN. 249.6226871003491 0.30 VAR. 2 1 249.6226871003491 W TRENCHING, BEDDING & BACKFILLING FOR WATER & GAS PIPES P:\library\mpi-std lmb LM-106.dwg CATCH BASIN DETAIL P:\library\mpi-std\civil\S-CW-014.dwg RCP (WHERE IT OCCURS) FRAME (ALL AROUND) 75mm x 75mm x 6mm BAR (ALL AROUND) 6mm x 68mm FLAT RCP (WHERE IT OCCURS) 6mm x 68mm FLAT BARS GRATINGS @ 31mm O.C. 10 mm d ANCHOR ROD (2 EACH SIDE TYP) RCP (WHERE IT OCCURS) 6mm x 34mm FLAT BAR STIFFENER 1B CW- CW- 0.70 0.15 0.15 0.15 0.70 0.15 P L A N CATCH BASIN DETAIL P:\library\mpi-std\civil\S-CW-015.dwg CW- CW- 1C NORMAL GRADE SLOPE S=VARIES FLOW FLOW 0.60 0.60 RCP (WHERE IT OCCURS) 0.05 VARIES 0.15 0.15 0.15 0.70 12mm d @ 0.20 M. O.C. (TYPICAL) 4-16mm @ WALL OPENINGS RCP (WHERE IT OCCURS) 12mm d @ 0.20 M. O.C. FINISH GRADE LINE RCP (WHERE IT OCCURS) SECTION CATCH BASIN DETAIL P:\library\mpi-std\civil\S-CW-016.dwg 3mm CLEAR 6mm 6mm FRAME (ALL AROUND) 75mm x 75mm x 6mm 0.15 GRATINGS @ 31mm O.C. 6mm x 68mm FLAT BAR 6mm x 34mm FLAT STIFFENER 10mm ANCHOR ROD WELDED TO ANGLE (2 EACH SIDE O.05 0.075 D E T A I L 3"d PVC MANHOLE COVER & HANDLE 3" PRECAST 3" d PVC 2" PRECAST P L A N S E C T I O N CATCH BASIN DETAIL P:\library\mpi-std\civil lumb\S-PL-002.dwg PIPE CONC. DRAIN CONC. MORTAR LINE OR FINISH YARD TOP OF PAVEMENT 10mmd BAR (TYP.) d GROUT ALL CELLS BAR BOTHWAYS 10mm REINFORCED W/ I-U 100mm THK CHB FRAME & COVER CATCH BASIN VARIABLE (O.35 MIN) 0.10 .031 O.65SQ 0.55SQ 0.45SQ 0.05 0.05 0.05 0.05 CONCRETE DRAIN PIPE CATCH BASIN FRAME & COVER PLAN - 1 0.05 0.05 0.05 0.05 0.45SQ 0.55SQ O.65SQ SECTION - 1 1B CATCH BASIN DETAIL P:\library\mpi-std\civil lumb\S-PL-018.dwg CATCH BASIN DETAIL P:\library\mpi-std\civil lumb\S-PL-021.dwg PLAN 100 100 400 600 100 600 400 100 SECTION 600 400 500 4-d12 BARS d10 @ 200mm 4-d12 EW 700 GROUND SURFACE 100 100 100 d 12 ANCHOR ROD WELDED TO ANGLE 10 d HOR BARS @ 0.15 M OC 12 d VERT BARS @ 0.15 M OC 90mmd PVC PIPE d 16U-BOLT (LIFTING HANDLE) < 50 x 50 x 6mm FRAME S E C T I O N d10 @ 200mm FLOW 4 - d12 100 DRAINAGE PIPE CONC PAVEMENT d12 @ 200mm 500 ( 2 EACH SIDE TYP ) WELDED TO ANGLE d12 ANCHOR BOLT P-16 P-16 6B LIFTING HANDLE d16 U-BOLT P L A N 100 FLOW 500 100 FRAME (ALL AROUND) d10 @ 200mm d12 VERT BARS @ d10 HOR BARS @ TO ANGLE (2 EACH SIDE) d12 ANCHOR ROD WELDED 200mm OC 200mm OC FLOW 50mm X 50mm X 6mm 150 X 38 X 6mm FLAT d16 U-BOLT LIFTING HANDLE WITH WASHER FLAT BAR & NUTS FLOW (WHERE IT OCCURS) PVC DOWNSPOUT DRAINAGE PIPE 100 CATCH BASIN DETAIL P:\library\mpi-std\civil lumb\S-PL-040.dwg PVC DOWNSPOUT (WHERE IT OCCURS) d16 U-BOLT LIFTING HANDLE 32B FLOW 100 500 DRAINAGE PIPE FLOW d12 ANCHOR BOLT WELDED TO ANGLE ( 2 EACH SIDE TYP ) 100 500 100 100 P L A N CATCH BASIN DETAIL P:\library\mpi-std\civil lumb\S-PL-32A.dwg 75 FLOW VARIES 100 100 VARIES 75 4 - d12 d12 @ 200mm CONC PAVEMENT DRAINAGE PIPE 100 d10 @ 200mm 500 500 d12 ANCHOR ROD WELDED TO ANGLE (2 EACH SIDE) d10 HOR BARS @ d12 VERT BARS @ d10 @ 200mm 200mm OC 200mm OC FLOW HANDLE WITH WASHER d16 U-BOLT LIFTING 150 X 38 X 6mm FLAT FRAME (ALL AROUND) 50mm X 50mm X 6mm & NUTS FLAT BAR CATCH BASIN DETAIL P:\library\mpi-std\civil lumb\S-PL-32B.dwg S CURB PORTION PRE-CAST CONC. PLAN PLAN CURB PORTION PRECAST CONC. 0.02 0.76 PROJECTION 6mmd TIES @ 0.75 O.C. 3-13mmd x 2.40 BARS W/ 0.28 0.30 GROUT MORTAR 0.30 .15 .15 0.30 1.80 .15 .15 1.20 0.15 0.60 0.15 .15 0.60 .15 BARS 13mmd OPEN SECTION - B 0.10 0.30 0.30 0.525 0.30 0.30 0.525 0.15 1.80 VARIABLE 0.40 (SEE DETAIL) SECTION & GUTTER DETAIL CURB W/ STREET CURB COORDINATE SHAPE OF .15 .11 .75 VARIABLE OF LESS THAN 0.75 M. CRADLE FOR COVER 105 KG/CM CONC. SAND CUSHION 50mm THK. CONC. COVER 75mm THK. REINF. LEVEL NORMAL GUTTER DETAIL OF STREET INLET & STREET INLET-CATCH BASIN P:\library\mpi-std lmb LM-062.dwg DETAIL OF DRAINAGE JUNCTION BOX & CATCH BASIN REINF. CONC. COVER 16mm U LIFTING HANDLE W/ 10mmd BARS @ REFER TO ARCHITECT'S DETAIL FOR FLOOR FINISH 10mmd @ 0.10 O.C.,E.W. PLATES @ EDGES STAINLESS STEEL METAL 249.6226871003491 CEMENT MORTAR DRAIN-CATCH BASIN HALF SECTION OF JUNCTION BOX HALF SECTION OF O.C., BOTHWAYS 10mmd BARS @ 0.20 0.60 MIN. 0.10 O.C., E.W. P:\library\mpi-std lmb LM-090.dwg OUTLINE OF SEPTIC TANK EXPOSED CONCRETE CURB AROUND MANHOLE COVERS DOUBLE SEALED 610x460mm C.I. MANHOLE COVERS 4No.s (SEALED WITH WATER REPELLENT GREASE) SEPTIC TANK PLAN P:\library\mpi-std\civil\S-CW-033.dwg FALL FALL INLET FALL OUTLET FALL H J C 100 B N A SLUGE REMOVAL CHAMBER 75mmd C.I. VENT PIPE TO BE CARRIED TO ABOVE ROOF OF ADJACENT BUILDING C.I. MANHOLE COVER ABOVE STEP IRONS PIT FOR SLUDGE REMOVABLE BUCKET 6x190mm W.I. PLATE SLUICE VALVE N E N 150mmd C.I. PIPE CHANNEL FALL 1:10 150mm H.R. DIA. 100mm R.C. BAFFLE WALL 150mmd C.I. PIPE GLAZED EARTHEN WARE GULLY TRAP KITCHEN SINK & BATH WATER ETC. CONNECTED TO OUTLET CHAMBER OF SEPTIC TANK IF ANY 75mmd C.I. F.A.I. C.I. STEP IRONS AT 300mm C/C FIRST CHAMBER SECOND CHAMBER SECTIONAL PLAN OF SEPTIC TANK (TYPE-A) P:\library\mpi-std\civil\S-CW-034.dwg INLET OUTLET 300 F G 225 FALL HOLE TO SLUDGE REMOVAL CHAMBER CHANNEL FALL 1:10 150mm H.R. DIA. SOIL FROM DISCONNECTING CHAMBER K 100 L 300 N D N GLAZED EARTHEN- WARE TRAP WITH INSPECTION CAP C.I. MANHOLE COVER GROUND LEVEL 150mm R.C. TOP SLAB C.I. MANHOLE COVER C.I. STEPS AT 300mm OC. 150mmd C.I. PIPE 100mm R.C. BAFFLE WALL 75mmd C.I. V.P. 150mmd C.I. PIPE CEMENT RENDERING TO ALL FACES OF TANK WATER LEVEL 300 LONGITUDINAL PLAN OF SEPTIC TANK (TYPE-A) P:\library\mpi-std\civil\S-CW-035.dwg CHANNEL FALL 1:10 HANDLE OF SLUICE VALVE GLAV. M.S. HOLDER BATS AT 750mm C/C 6mmx190mm G.M.S. OR STEEL PLATE BENT TO SHAPE TO RETAIN SLUICE VALVE PIT FOR SLUDGE REMOVAL BUCKET GROUND LEVEL C.I. MANHOLE COVER P:\library\mpi-std\civil\S-CW-036.dwg CROSS SECTION OF SEPTIC TANK 150 L 150 L1 150 LT = L + L1 + 450 500 MANHOLE COVER 400 50 50 150 W 150 W + 300 2-16d DIAGONAL BARS (TYP.) 100/150 THK. TOP SLAB LINE OF 150 THK. CHB WALL (ALL AROUND) 110d PVC OUTLET PIPE OUTLET PIPE 110d PVC 10mmd BARS AT 150mm O.C. LONGITUDINAL BARS 10mmd AT 150 TRANSVERSE BARS CO CO CO SECTIONAL PLAN OF SEPTIC TANK (TYPE-B) P:\library\mpi-std\civil\S-CW-037.dwg LT = L + L1 + 450 150 L1 150 L 150 D + (300 + t) D 100 300 t DIGESTION CHAMBER 450 150 LEACHING CHAMBER SLUDGE 110d PVC SANITARY TEE 10mmd AT 600 HOR. BARS CI LADDER RUNGS AT 400 OC. 3-10d BARS W/ 10mm TEMP. BARS AT 300mm 12mmd BAR HANDLE W/ 6mmx150mmx175mm FLAT BAR 10mmd AT 300 LONGITUDINAL BARS 10mmd AT 300 100mm THK. SLOPE 1:10 110mmd PVC INLET PIPE AIR SPACE WATER LEVEL 100 50 350 110mmd PVC OUTLET TO NEAREST STREET DRAINAGE MANHOLE TOP OF SLAB OR FGL TOP OF SLAB 10d AT 150mmd TRANSVERSE BAR 10mmd AT 150mmd LONGITUDINAL BAR RC MANHOLE COVER W/ LIFT HANDLE SEE DETAIL "A" CO CO (100M MIN.) 150mm THK. CHB WALL VERT. BARS 10mmd AT 600 BOTTOM SLAB TRANSVERSE BARS DET "A" LONGITUDINAL PLAN OF SEPTIC TANK (TYPE-B) P:\library\mpi-std\civil\S-CW-038.dwg SEPTIC TANK PLAN P:\library\mpi-std\civil lumb\S-PL-01A.dwg 2 LEACHING CHAMBER CHAMBER LEACHING DIGESTION CHAMBER AIR SPACE MANHOLE SPACE AIR CHAMBER DIGESTION 4" THK CHB 9mm d REBARS SECTION OF SEPTIC TANK P:\library\mpi-std\civil lumb\S-PL-01B.dwg SEPTIC TANK DETAIL P:\library\mpi-std\civil\S-CW-22A.dwg 1-16mm d DIAGONAL 100mm THK TOP SLAB LINE OF 150mm THK CHB WALL (ALL AROUND) BARS (TYP) 1000 160mm d PVC OUTLET PIPE P L A N 22B MANHOLE OPENING CO L 500 C CO 500 MANHOLE OPENING C L CO 110mm d PVC INLET BARS @ 200 OC BARS @ 200 OC d10mm TEMP d12mm BOT 100 MANHOLE COVER 1000 600 600 MANHOLE COVER 2000 SEPTIC TANK DETAIL P:\library\mpi-std\civil\S-CW-22B.dwg 100mm THK BOTTOM SLAB SANITARY TEE 110mm d PVC @ 200 OC @ 200 0C CONNECT TO NEAREST MANHOLE STREET DRAINAGE OUTLET PIPE 160mm d PVC CO 350 300 AIR SPACE 100mm THK TOP SLAB WS 100 300 3400 d12mm BOT BARS (1000 MIN) 1000 150 100 d10mm TEMP BARS W/ U-LIFT HANDLES RC MANHOLE COVER 2000 150 DIGESTION CHAMBER CHB WALL 100mm THK SECTION CHB WALL 150mm THK SLOPE 1:10 d12mm BARS @ 300 OC LEACHING CHAMBER d10mm @ 600 OC HOR BARS VERT BARS d12mm @ 600 OC SLOPE 1:10 SLUDGE 100 2000 1500 P L A N 4.05 0.15 0.15 1.20 INLET 100MMd CIP COVER WITH LIFT HANDLE 0.075 THK. PRECAST CONCRETE C.O. C.O. OUTLET 100MMd CIP 0.15 2 1.50 0.15 0.15 2.40 1.20 MANHOLE 0.50X0.50 COVER WITH LIFT HANDLE 0.075 THK. PRECAST CONCRETE INLET 100MMd CIP STRAP SUPPORT 6MMx38MM CI S E C T I O N 0.15 (MIN.) 0.30 2.10 1.50 0.15 0.10 0.075 ( TYP. ) 0.40 0.10 C.O C.O CHAMBER DIGESTION CHAMBER LEACHING OUTLET 100MMd CIP FIN. GRD. LINE C.O 0.075 0.50X0.50 MANHOLE 1.20 2.40 0.15 0.15 0.15 4.05 SLOPE SLOPE 0.30 SEPTIC TANK P:\library\mpi-std lmb LM-065.dwg 675 G 887.5 775 K ONE OR ONE-HALF THE METRIC SIZE BRICKS. THE ABOVE DIMENSIONS ARE IN MULTIPLES OF NOTE 235 L 280 2250 1200 675 J I H 787.5 2700 1725 787.5 2212.5 1912.5 1687.5 2475 F E D C 2437.5 2137.5 1912.5 2925 2700 3000 3600 LITRES CAPACITY TANK DIMENSIONS FOR B A 3150 3450 CAPACITY TANK 7200 LITRES DIMENSIONS FOR TEMPORARY SEPTIC TANK PLAN C-C D E F B A B C A COMPARTMENT FIRST COMPARTMENT SECOND A 150mm DIA PIPE ALTERNATIVE INLET INLET B OUTLET TO ROADSIDE DRAIN OR ROADSIDE DRAIN IN THE VICINITY WHERE THERE IS NO PROPER DISTRIBUTION CHAMBER 150mm DIA PIPE ALTERNATIVE OUTLET TEMPORARY SEPTIC TANK DETAIL P:\library\mpi-std\san\SAN-023.dwg 75 SECTION A-A \A1;230 \A1;150 \A1;150 75 \A1;300 T.W.L. \A1;VARIES C TEE JOINT 150mm DIA. \A1;G \A1;K GROUND LEVEL \A1;300 TWO LAYERS B.S. FABRICS A393 TOP AND TWO LAYERS B.S. FABRICS A393 BOTTOM (B.S. 4483) 16mm DIA. BARS AT 180mm C/C BOTHWAYS OR CEMENT MORTAR FILLET CLASS 'A' CONCRETE BY SUPERINTENDING OFFICER 15mm THK. CEMENT MORTAR IF REQUIRED 225mm THK. BRICKWALL 75 75 115mm THK. BRICKWALL 150mm DIA TEE JOINT & PLUG OUTLET 225mm THK. BRICKWALL IF HEIGHT IS GREATER THAN 1500mm 75 T.W.L. C MIN. 115mm THK. BRICKWALL \A1;H 30 50 TEMPORARY SEPTIC TANK DETAIL P:\library\mpi-std\san\SAN-024.dwg 76d HOT DIPPED G.I. HOLDER BAT FOR CABLE 100d G.I. CONDUIT FOR CABLES PIT COVER ABOVE 600 x 800 C.I. PUMP (ONE DUTY, ONE TWO SUBMERSIBLE SUMP STAND-BY) 150 d C.I.S. & W.P STAINLESS STEEL CAT LADDER PLASTIC BOARD FOR LEVEL REGULATOR G.I. CABLE RACK SECTION PLAN X G.I. CABLE RACK FOR WATER 6mm th x 50mm W HOT DIPPED LEVEL REGULATOR SECTION 'X' 'X' PUMP POWER CABLE HIGH LEVEL ALARM DUTY PUMP CUT-IN 12mmth. CEMENT RENDERING TO WALLS SUBMERSIBLE WATER ALL PUMP CUT-OUT SUBMERSED WATER PUMP LEVEL REGULATOR LEAN CONCRETE HOT DIPPED G.I. LIFTING CHAIN FUNCTION OF LEVEL REGULATOR WITH ENGRAVED LETER SHOWING EACH 6mm th x 150mm L. PLASTIC BOARD C.I. DOUBLE SEAL MEDIUM DUTY OF 600 X 800 PIT COVER PUMP DISCHARGE 100d DUCTILE IRON GATE STOP VALVE SLIDING GUIDE RAIL STAINLESS STEEL TUBE ANTI-VIBRATOR 249.6226871003491 W=1.20 FLEXIBLE CONNECTION DETAIL OF SUMP PIT P:\library\mpi-std lmb LM-066.dwg TWO SUBMERSIBLE SUMP PUMP (ONE DUTY, ONE HOLDER BAT FOR CABLE 76d HOT DIPPED G.I. 100d G.I. CONDUIT FOR CABLES WITH ENGRAVED LETER SHOWING EACH 6mm th x 150mm L. PLASTIC BOARD FUNCTION OF LEVEL REGULATOR 150 d C.I.S. & W.P LEVEL REGULATOR HIGH LEVEL ALARM DUTY PUMP CUT-IN RENDERING TO WALLS SUBMERSIBLE WATER ALL PUMP CUT-OUT 12mmth. CEMENT LEVEL REGULATOR SUBMERSED WATER 6mm th x 50mm W HOT DIPPED G.I. CABLE RACK FOR WATER PUMP POWER CABLE PUMP PIT COVER ABOVE 600 x 800 C.I. STAND-BY) SECTION 'X' 'X' CHAIN LEAN CONCRETE STAINLESS STEEL TUBE SLIDING GUIDE RAIL HOT DIPPED G.I. LIFTING OF 600 X 800 PIT COVER NON-RETURN VALVE ANTI-VIBRATOR FLEXIBLE CONNECTION C.I. DOUBLE SEAL MEDIUM DUTY SECTION PLAN GATE STOP VALVE PUMP DISCHARGE 100d DUCTILE IRON G.I. CABLE RACK PLASTIC BOARD FOR LEVEL REGULATOR STAINLESS STEEL CAT LADDER W=1.20 X DETAIL OF SUMP PIT P:\library\mpi-std\san\SAN-014.dwg CHAMBER CHANNEL MIN. 600 600 MAX. VARIES SLOPE 1:6 . . . . . . . . . . 225 THK . . d100 MAIN . . . . . . . . . . . . . . . . . . . . . . . . . . CONCRETE GRADE 20A . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . FROM 1ST STOREY DISCHARGE PIPE d150 WASTE . . . . . . . . . . . OPENING 900 X 700 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . TO INSPECTION . . . . . . . . . . . . . 150 THK CONCRETE CONCRETE BENCHING REINFORCED OR (SLOPE 1:75) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . RC SLABS OR CHEQUERED PLATES (MIN. 6mm) SUSPENDED CONCRETE SUMP WITH GULLY TRAP P:\library\mpi-std\san\SAN-014.dwg 76d HOT DIPPED G.I. HOLDER BAT FOR CABLE 100d G.I. CONDUIT FOR CABLES PIT COVER ABOVE 600 x 800 C.I. PUMP (ONE DUTY, ONE TWO SUBMERSIBLE SUMP STAND-BY) 150 d C.I.S. & W.P STAINLESS STEEL CAT LADDER PLASTIC BOARD FOR LEVEL REGULATOR G.I. CABLE RACK SECTION PLAN X SECTION 'X' 'X' PUMP POWER CABLE HIGH LEVEL ALARM DUTY PUMP CUT-IN 12mmth. CEMENT RENDERING TO WALLS SUBMERSIBLE WATER ALL PUMP CUT-OUT SUBMERSED WATER PUMP LEVEL REGULATOR LEAN CONCRETE HOT DIPPED G.I. LIFTING CHAIN C.I. DOUBLE SEAL MEDIUM DUTY OF 600 X 800 PIT COVER PUMP DISCHARGE 100d DUCTILE IRON GATE STOP VALVE SLIDING GUIDE RAIL STAINLESS STEEL TUBE NON-RETURN VALVE ANTI-VIBRATOR 1.50 FLEXIBLE CONNECTION 1.90 1.50 1.35 0.30 0.15 0.10 0.20 0.30 0.30 LOWEST WASTE INLET ALARM PUMP 2 ON PUMP OFF PUMP 1 ON I.E. 46.05 G.I. CABLE RACK FOR WATER 6mm th x 50mm W HOT DIPPED LEVEL REGULATOR FUNCTION OF LEVEL REGULATOR WITH ENGRAVED LETER SHOWING EACH 6mm th x 150mm L. PLASTIC BOARD DETAIL OF SEWAGE PIT P:\library\mpi-std lmb LM-067.dwg S E C T I O N P L A N ON FLOOR ACCESS MANHOLE DETAIL SAFETY HASP WELDED TO MH COVER WELDED TO PLATE 16mmd BAR HANDLE SAFETY LOCK PLATE COVER (PAINTED) 6mm THK. STEEL 100x100x6mm THK. STIFFENER FOR < BAR W/ BENT ROD OF SLAB BOTTOM LINE EVERY 300 O.C. ACCESS OPENING HINGES WELDED TO MH COVER W/ 3- 6mm EXPANSION SHIELD BOLT D2 P4-02 TO MH COVER W/ HINGES WELDED SHIELD BOLT 50x50x6mm THK. COVER PLATE STEEL < WELDED TO 3-6mm EXPANSION PLATE COVER 16mm THK. STEEL 25mm THK. SOFTBOARD (CELOTEX) SECTION B-B OR OTHER APPROVED MATERIAL CONCRETE GRADE 25A CONCRETE GRADE 7 75 \A1;L ENGINEERING BRICKWALL RENDERED GRANOLITHIC CONCRETE BENCHING A EXTERNALLY WITH 25mm THK. CEMENT MORTAR APPLIED IN TWO COATS OR CONCRETE GRADE 25A \A1;<1D (MIN.300) OR CAST-IN-SITU CONCRETE SLAB GRADE 25A REINFORCED PRECAST MIN. 1.5mm THK. APPROVED PVC LINING OR EQUIVALENT 225mm THK. ENGINEERING BRICKWALL (SEE NOTES ON MANHOLES NO. 7 & 8) HEAVY DUTY ON ROADS, DRIVEWAYS, ETC. MEDIUM DUTY IN GARDEN AND GRASSLANDS, CAST IRON FRAME AND COVER GROUND LEVEL D L \A1;N A 650 X 650 600 X 600 300 MAX BRICK / IN-SITU CONCRETE SHALLOW MANHOLE PLAN A-A DIMENSIONS OF SHALLOW MANHOLE 150 130 130 M * CONCRETE ONLY TO BE USED FOR THESE MANHOLES 750, 825, 900 525, 600, 675 300, 375, 450 * * * * D * * 1500 300 300 1275 1800 1500 225 1050 1350 L K J REINFORCEMENT OF SLAB 20 AT 150 C/C 20 AT 150 C/C 20 AT 150 C/C 225 225 2000 3000 1800 2800 180 1600 2500 MIN. MAX. THICKNESS 16 AT 150 C/C 16 AT 150 C/C 16 AT 150 C/C ELSEWHERE ON ROADS N R.C. SLAB DETAILS B \A1;650 FLOW \A1;<1D (MIN.300) B \A1;650 SECTION D-D CONCRETE GRADE 7 BENCHING BOARD (CELOTEX) OR 25mm THK. SOFT GRANOLITHIC CONCRETE OTHER APPROVED MATERIAL 300 \A1;75 75 150 OR 225 IN-SITU CONCRETE DEEP MANHOLE PLAN C-C 300mm GRADE 25A IN-SITU CONCRETE C PVC LINING OR EQUIVALENT MIN. 1.5mm THK.APPROVED GRADE 25A R.C. SLAB (SEE DETAIL) \A1;300 800x800 BRICKWORK RENDERED TWO COATS EXTERNALLY 225mm CONCRETE GRADE 25A OR ENGINEERING (SEE NOTES ON MANHOLES NO. 5 & 6 ) HEAVY DUTY ON ROADS, DRIVEWAYS, ETC. MEDIUM DUTY IN GRASSLANDS AND GARDEN CAST IRON FRAME AND COVER GROUND LEVEL 750x750 600x600 C MIN. 2500 225 MAX. 6000 MAX.3000 MAX. 450 D \A1;300 \A1;1100 \A1;300 \A1;300 \A1;1100 \A1;300 D SECTION 0.075 0.075 PLAN PADLOCK PADLOCK WELDED HINGE GASKET RUBBERIZED 0.10 10mmd BARS 0.10 O.C., B.W. 16mmd U-LIFTING HANDLE 13mm d CIRCUMFERENTIAL BARS HALF SECTION PLAN HALF PLAN 140 KG/CM CONC. GROUT PRECAST CONC. COVER ON C.I. FRAME 0.48 PRECAST CONC. CONCENTRIC TAPER SECTION 0.75 0.55 0.15 0.15 0.15 .015 .09 FIN. GRD. LINE 3-13mmd REINF,RINGS W/ 6mmd @ 0.15 O.C. CAST IRON FRAME 2 SECTION SECTION NTS (m) 0.90 SIZE MH 1.20 0.60 0.76 A B 0.65 0.81 SIMILAR TO METMA MODEL SIMILAR TO METMA MODEL M-509-D OR APPROVED EQUAL M-509-A OR APPROVED EQUAL C 0.87 1.03 D 0.19 0.19 DIMENSION (m) 0.11 0.11 E 0.08 0.08 F REMARKS PLAN NTS METMA MANHOLE FRAME & COVER P:\library\mpi-std lmb LM-015.dwg PLAN OF STANDARD DEEP PRECAST CONCRETE MANHOLE A FLOW SQUARE BASE TO BE USED WHERE PILING IS REQUIRED B B A P:\library\mpi-std\san\SAN-027.dwg P:\library\mpi-std\san\SAN-028.dwg CHAMBER RINGS IN MULTIPLES OF < 1D (MIN.300) 75mm THK. GRADE 7 FLOW SECTION A-A OF \A1;350 INVERT LEVEL CONCRETE SEALING COAT GRADE 25A CONCRETE RUBBER RING 50 \A1;M 600, 900 & 1500 MAXIMUM 5000 MINIMUM 2700 225 350 GRANOLITHIC CONCRETE BENCHING OR OTHER APPROVED MATERIAL 25mm THK. SOFT BOARD (CELOTEX) STEEL FABRIC B.S. A393 RENDERED TWO COATS EXTERNALLY \A1;MAXIMUM 4800 MINIMUM 2700 600, 900 & 1500 CHAMBER RINGS IN MULTIPLES OF \A1;450 500 500 650 SQUARE GRADE 25A CONCRETE PRECAST R.C. INTERMEDIATE PLATFORM PVC LINING OR EQUIVALENT MIN. 1.5mm THK. APPROVED 150mm THK. GRADE 20A STANDARD ANODISED ALUMINIUM ALLOY SAFETY CHAIN AND HANDRAIL CONCRETE SURROUND JOINTS MADE AND NEATLY POINTED IN CEMENT MORTAR CONSTRUCTION JOINT GRADE 25A PRECAST R.C. SLAB MIN. 1.5mm THK. APPROVED PVC LINING OR EQUIVALENT WITH CEMENT MORTAR 450 & 525 600 & 675 750 & 825 900 & 975 MAX. 450 600 SQUARE GROUND LEVEL 1800 1800 1800 1800 150 150 130 130 150 & 225 300 & 375 D 1500 75 1500 130 DC M STANDARD HEAVY OR MEDIUM DUTY MANHOLE FRAME AND COVER 225mm THK. ENGINEERING BRICKWORK SECTION B-B OF GROUND LEVEL CHAMBER RINGS IN MULTIPLES 600, 900 & 1500 450 MAXIMUM 10650 MINIMUM 6000 CHAMBER RINGS IN MULTIPLES OF 600, 900 & 1500 MAX. 450 200 GRANOLITHIC CONCRETE BENCHING STAINLESS STEEL SAFETY CHAIN OR MULTI STRAND POLY-PROPYLENE NYLON ROPE \A1;D GRADE 25A CONCRETE PRECAST R.C. INTERMEDIATE PLATFORM PVC LINING OR EQUIVALENT STEEL FABRIC B.S. A393 MIN. 1.5mm THK. APPROVED JOINTS MADE AND NEATLY POINTED IN CEMENT MORTAR CONSTRUCTION JOINT 150mm THK. GRADE 20A CONCRETE SURROUND STANDARD ANODISED ALUMINIUM ALLOY SAFETY CHAIN AND HANDRAIL \A1;750 STANDARD HEAVY OR MEDIUM DUTY MANHOLE FRAME AND COVER 225mm THK. ENGINEERING BRICKWORK RENDERED TWO COATS EXTERNALLY WITH CEMENT MORTAR GRADE 25A PRECAST R.C. SLAB MIN. 1.5mm THK. APPROVED PVC LINING OR EQUIVALENT 650 SQUARE 600 SQUARE SECTION D-D CONCRETE GRADE 7 CONCRETE GRADE 25A CONCRETE BENCHING GRANOLITHIC APPROVED MATERIAL 25mm THK. SOFT BOARD (CELOTEX) OR OTHER <1D 150 (MIN.300) JOINTS MADE & NEATLY POINTED MIN. 1.5mm THK. APPROVED PVC LINING OR EQUIVALENT IN CEMENT MORTAR \A1;P \A1;75 \A1;M \A1;D DC CHAMBER RINGS IN MULTIPLES OF 600, 900 & 1500 \A1;P 225 \A1;Q PLAN C-C DIMENSIONS OF PRECAST CONCRETE MANHOLE GRADE 20A CONCRETE SURROUND C MEDIUM DUTY IN GARDEN AND GRASSLANDS, CAST IRON FRAME AND COVER HEAVY DUTY ON ROADS, DRIVEWAYS, ETC. (SEE NOTES ON MANHOLES NO. 7 & 8) 900 & 975 750 & 825 600 & 675 450 & 525 D 300 & 375 450 MAX 650 X 650 C 600 X 600 GROUND LEVEL 130 6000 6000 6000 6000 2600 2400 2200 2100 1800 1500 1350 1200 150 150 130 300 300 300 300 MIN. DC M P Q MAX. 6000 2000 1050 130 300 D D WHERE PILING IS REQUIRED SQUARE BASE TO BE USED O.C. VERTICAL BARS C.I. FRAME & COVER BENCH BENCH GUTTER INLET PIPE A2 SE25 LADDER RUNG ENTRANCE OUTLET PIPE 25mm CEMENT MORTAR FIN. IN OPEN GUTTER INLET PIPE O.C. B.W. 12mmd @ 200mm OUTLET PIPE BRICK OR TOP OF BENCH @ CROWN OF CONC. FILL PIPE @ 300mm O.C. GROUT (TYP.) LADDER RUNG FINISHED GRADE 12mmd @ 200mm O.C. HOR. BARS ROUNDED 12mmd @ 200mm 12 3 (TRAFFIC TYPE) GUTTER BENCH P L A N N S T 0.15 THK PRE-CAST CONC. WALL FLOW PVC SEWER LINE (WHERE IT OCCURS) (WHERE IT OCCURS) PVC SEWER LINE (WHERE IT OCCURS) PVC SEWER LINE FLOW 0.20 VARIES 1.20 0.20 0.10 0.15 1.20 0.10 0.15 1.20 0.30 (TYP.) (TYP.) 0.30 FINISHED GRADE GROUT 0.15 THK PRE-CAST CONCRETE d 12 @ 0.25 BW PVC SEWER LINE (WHERE IT OCCURS) CONCRETE BENCH PVC SEWER LINE (WHERE IT OCCURS) FLOW d 16 GALVANIZED IRON MANHOLE STEPS @ 0.30 O.C. PVC SEWER LINE (WHERE IT OCCURS) FLOW ROUNDED ENTRANCE T S N SECTION 200 REFER BRANCHING TABLE 200 200 200 800 BRANCH DRAINS REFER TO DRAINAGE LAYOUT BRANCH DRAINS 550 1000 MAX. 225 550 20d M.S. ROD @ 225 C/C BOTHWAYS BRANCH DRAIN 15 CEM. RENDERING TO CONC. BENCHING AND CHANNEL 1:2 LONGITUDINAL SECTION CROSS SECTION PLAN 200 REFER BRANCHING TABLE 200 200 200 D + 300 BRANCH DRAINS 550 1000 MAX. 225 550 20d M.S. ROD @ 225 C/C BOTHWAYS BRANCH DRAIN 15 CEM. RENDERING TO CONC. BENCHING AND CHANNEL 1:2 LONGITUDINAL SECTION CROSS SECTION PLAN MIN. 800 200 1350 MIN. 200 200 200 1350 MIN. 550 3000 MAX 225 LONGITUDINAL SECTION CROSS SECTION PLAN FALL 1:2 BRANCHING DRAIN AS APPROPRIATE 225 200 150 550 STEP IRON 15 CEMENT RENDERING TO CONC. BENCHING C.I. DROP BRANCH DRAIN AS APPROPRIATE BRANCH DRAIN 15 CEM. RENDERING TO CONC. BENCHING AND CHANNEL 1:2 20d M.S. ROD @ 225 C/C BOTHWAY 200 1350 MIN. 200 200 200 1350 MIN. 550 OVER 3000 225 LONGITUDINAL SECTION CROSS SECTION PLAN 225 1800 FLOW 127x76x13.36 KG R.S.J. 20d M.S. ROD AT 225 C/C BOTHWAYS C.I. STEPIRONS AT 300 C/C STAGGERED 75 1800 225 225 OVER 3000 550 200 750 200 750 200 750 200 CONNECTION OF R.S.J. DETAIL FOR M.S.ANGLE CLEAT 150x150x12mm THICK WITH WASHERS 16mmd BOLTS & NUTS 150 EQUAL 55 127 70 55 EQUAL EQUAL 55 150 150 MANHOLE DETAIL (TYPE-D) P:\library\mpi-std lmb LM-051.dwg \A1;140 2 ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE ALL BOLTS AND NUTS SHALL BE OF STAINLESS STEEL. 3 STATED. MANHOLE COVER AND FRAME SHALL IN GENERAL COMPLY SECTION A-A WITH S.S 30:1971 (REVISED). 1 NOTES 600 x 600 OPENING PLAN MAX 3 2 625 +/- 2 (HALF COVER REMOVED) \A1;210 A E W PRISING SLOT B KEY HOLE BOLTS & NUTS BY 16mm DIA HEXAGONAL HEAD COVERS TO BE LOOSELY COUPLED 19mm DIA CORE HOLES IN COVERS. A TO BE MACHINED FLAT SUPPORTS AT 4 CORNERS B \A1;800 MANHOLE FRAME & COVER ( SEE DETAIL ) PRECAST CONC. ECCENTRIC TAPER SECTION (REINF. NOT SHOWN) LADDER RUNGS @ 0.40 O.C. (SEE DETAIL) 140KG/CM CONC. GROUT 0.05 LADDER RUNGS CONC. PAD PRECAST CONC. BARREL SECTION 0.25 ADJUSTMENT HEIGHT BRICKS FOR PRECAST CONC. ECCENTRIC TAPER SECTION P L A N VARIABLE FOR DRAINAGE MANHOLE ONLY 0.20 0.45 0.05 0.20 SECTION 1.00 ADJUSTMENT BRICKS FOR HEIGHT 0.25 249.6226871003491 0.60 MAX 0.10 0.60 e 0.15 LADDER RUNG EMBEDDED DETAIL OF PORTION REINF. W/ 13MM d BARS 0.05 O.15 @ 0.15 O.C., B.W. 140 KG/CM CONC. PAD HAND SHAPED CONC. CHANNEL FLOW STANDARD PIPES STARTER PIPE CONNECTOR PIPE AND STANDARD PIPES 600(MIN) - 750(MAX) STARTER PIPE COUPLING BUILT-IN TO MANHOLE REINFORCED CONCRETE CHAMBER RINGS 1500 INTERNAL DIAMETER PRE-CAST CONNECTOR PIPE AND COUPLING BUIL-IN TO MANHOLE STARTER PIPE STANDARD PIPES MIN. FLOW MIN. MIN. COUPLING (MIN) \A1;200 STAINLESS STELL LADDER 25 MPa MASS CONCRETE BENCHING 25MPa MASS CONCRETE SURROUND (MIN) (MIN) COUPLING FLOW C L COUPLING CT206 A L C TYPICAL MANHOLE TYPE II PLAN AT BENCHING LEVEL P:\library\mpi-std lmb LM-116.dwg FLOW LADDER CONCRETE BENCHING CONCRETE SURROUND LEAN CONCRETE REINFORCED CONCRETE CHAMBER RINGS COUPLING BUIL-IN TO MANHOLE FLOW STARTER PIPE STANDARD PIPES (MIN) \A1;200 (MIN) STARTER PIPE STANDARD PIPES CONNECTOR PIPE AND FLOW L C CT206 B STARTER PIPE STANDARD PIPES 1500 INSIDE DIAMETER PRE-CAST COUPLING BUILT-IN TO MANHOLE CONNECTOR PIPE AND L C CONC. MORTAR 10MM U-BOLT & DRAINAGE MANHOLE FOR JUNCTION BOX INLET PIPE (WITH NUTS) LIFT HANDLE 10mm U-BOLT OUTLET PIPE INLET PIPE LIFT HANDLE WITH NUTS (TRAFFIC-TYPE) WITH LIFT HANDLE REINF. CONC. COVER @ 200 B.W d12 BAR OUTLET PIPE d10 HOR. BARS @ 200 O.C. 9-d12 VERT. BARS BOX & DRAINAGE FOR JUNCTION MANHOLE P L A N SECTION 1200(MIN) 100 100 1200 MIN. 25 25 VARIES 0.10 100 100 1200 (MIN) ELEVATION 0.75 0.10 MENT (WHERE IT OCCURS) LINE OF CONC. PAVE- CONC. COVER 0.60 0.40 0.10 @ 0.17 O.C. BOTHWAYS 12 MM d BARS CHANNEL 12 d BARS @ 0.20 O.C BOTHWAYS HANDLE SHAPE LIFT HANDLE 1100 1300 900 800 600 3 2 1 4 5 LENGTH ON ONE SIDE NO. OF 150mm PIPES SCHEDULE OF DIMENSION 600 PLAN 100 100 L 200 400 100 O.C. BOTHWAYS 12 mm DIA. BARS @ 0.20 100 4 3 2 6 7 NO. OF 100mm PIPES ON ONE SIDE CONC. COVER MENT (WHERE IT OCCURS) LINE OF CONC. PAVE- LIFT HANDLE @ 0.17 O.C. BOTHWAYS 12 MM d BARS CHANNEL HANDLE SHAPE O.C BOTHWAYS 12 d BARS @ 0.20 0.75 0.10 0.10 0.40 0.60 0.10 0.10 0.60 0.40 0.10 0.10 0.40 0.60 O.C. BOTHWAYS 12 mm DIA. BARS @ 0.20 ELEVATION P L A N WATER LEVEL 450 C.I.M.H. COVERS (DOUBLE SEAL HEAVY DUTY) 300 MIN. 300 150 600 MIN. 150 450 MIN. 450 MIN. 1050 900 150 150 150 MIN. MIN. MIN. STEP IRON AT 300 C/C C.I. PIPE d 100 C.I. PIPE d 100 C.I. PIPE d 100 MIN. MIN. MIN. 150 150 150 900 1050 900 150 MIN. 150 MIN. CLEAR OPENING 450x450 MIN. VENT PIPE PLAN SECTION 1.00 M REMOVABLE MAXIMUM GRATINGS P L A N 31B 0.10 6mm X 68mm FLAT BAR STIFFENER 75mm X 75mmX6mm FLAT BAR FRAME 68mm X 6mm THK SUPPORT 0.10 31C TRENCH DRAIN 0.10 100mmd 0.30 68mm X 6mm THK FLAT BAR GRATINGS WELDED TO FRAME @ 38mm OC WELDED TO FRAME MAXIMUM GRATINGS 1.00 M REMOVABLE S E C T I O N 68mm X 6mm THK FLAT BAR FRAME 0.10 0.10 0.30 @ 38mm OC BOTTOM OF CONCRETE CANAL TRENCH DRAIN 100mmd FLAT BAR GRATINGS 68mm X 6mm THK EXPANSION JOINT (PEJ) 12mm THK PRE-FORMED @ 38mm OC FLAT BAR GRATINGS 68mm X 6mm THK CONCRETE PAVEMENT d10mm @ 0.15m OC d12mm @ 0.15m OC d12mm @ 0.15m OC 0.30 0.10 0.10 CANAL BOTTOM OF DETAIL 31D SEE S E C T I O N d12mm @ 0.15m M.O.C. d12mm @ 0.15m M.O.C. FLAT BAR GRATINGS 68mm X 6mm THK 68mm X 6mm THK FRAME FLAT BAR @ 38mm OC WELDED 6mm CLEAR D E T A I L 0.075 0.05 d10 ANCHOR ROD @ 0.30 M.O.C. CONCRETE OPEN CANAL DETAILS P:\library\mpi-std\civil lumb\S-PL-31(A-D).dwg FLOOR GRID NO. TRENCH W WIDTH OF TRENCH L LENGTH OF TRENCH D DEPTH OF DRAIN SECONDARY 1 0.30 0.30 Z-508 2.0 2 0.30 0.30 Z-508 2.7 3 0.30 0.30 Z-508 4.0 GREASE TRAP NO. FIG.NO. RATE FLOW GPM (LBS) CAP GREASE OUTLET AND INLET SIZE FLUG C.O. 1 8450 75 150 100 75 A G B C D ROUGHING DIMENSIONS HEIGHT WIDTH E F H 546 394 1251 940 832 BODY DIMENSIONS G B A C B E AIR RELIEF NEOPRENE GASKET ANCHOR FLANGE WITH CLAMP FOR WATERPROOF MEMBRANE FLASHING NON SKID COVER RECESSED LIFT RING WIDTH F-BODY FIN. FLOOR LINE WATER LINE STATIC REMOVABLE BAFFLES OUTLET EXTENSION AS REQUIRED INLET A VRD COVER TO EXTEND 1" ALL AROUND FRAME 4" TO ABOVE GROUND VENT 5" TO SANITARY SEWER OUTLET INV. OIL SEPARATOR- 100 GAL. INTEGRAL STORAGE TANK 4" TO ABOVE GROUND VENT 5" TO SANITARY SEWER 4" VENT 4" VENT A A TYPICAL OIL SEPARATOR DETAIL 5" FROM 4" INDUS- TRIAL WASTE LINE INLET INV. SLEEVED & SEALED INLET INV. 5" FROM 4" INDUS- TRIAL WASTE LINE PLAN VIEW SECTION A-A OUTLET INV. OIL SEPARATOR- 100 GAL. INTEGRAL STORAGE TANK N.T.S. ELEV. X.X ELEV. X.X ELEV. X.X ELEV. X.X Couvercle de recouvrement Terrain Séparateur à hydrocarbures COLLETTORE COLLETTORE COLLETTORE COLLETTORE COLLETTORE ELEVATION ELEVATION 1 6 6 \A1;1.00 \A1;1.00 \A1;1.02 \A1;0.08 \A1;0.08 \A1;0.08 \A1;2.60 \A1;0.44 \A1;0.44 FOSSA BIOLOGICA DI SEDIMENTAZIONE AD ELEMENTI PREFABBRICATI IN C.A.V. Tipo Tricamerale - mc. 5,20 SEZIONE PIANTA 2994.486204732999 2994.486204732999 2994.486204732999 2994.486204732999 2994.486204732999 2994.486204732999 PLATEA E RINFIANCO IN CLS. (spessore cm. 15) USCITA d 15 ENTRATA d 15 2994.486204732999 2994.486204732999 2994.486204732999 \A1;d1.20 PIANTA FOSSA Imhoff Entrata Coperchio pedonabile Botola di ispezione SEDIMENTAZIONE DIGESTIONE Acqua chiara Sedimenti USCITA ENTRATA -191.0864679164135 piano di campagna canale drenante disperdente Uscita SEZIONE FOSSA Imhoff canale drenante disperdente \A1;150 \A1;150 \A1;566 \A1;429 \A1;300 \A1;200 \A1;5650 \A1;2000 \A1;1000 \A1;100 \A1;279 \A1;192 \A1;20 \A1;145 \A1;22 \A1;191 \A1;103 \A1;18 \A1;61 \A1;19 \A1;19 \A1;229 \A1;132 \A1;18 \A1;74 \A1;136 \A1;250 \A1;180 \A1;1300 \A1;1120 \A1;12 \A1;180 \A1;450 \A1;2659 \A1;250 \A1;450 \A1;400 \A1;300 \A1;1300 \A1;675 \A1;596 \A1;2800 \A1;500 \A1;100 \A1;500 \A1;450 \A1;180 \A1;400 \A1;300 \A1;1960 \A1;420 \A1;420 WL SEDIMENTATION TANK OVER WEIR AIR LIFT AIR PIPE SCUM BAFFLE OUTFLOW SLUDGEPIPE -4576.443209410739 -4576.443209410739 -4576.443209410739 -4576.443209410739 -4576.443209410739 -4576.443209410739 -4576.443209410739 -4576.443209410739 LEVEL SWITCH CONDUIT 2" UPVC MANHOLE \A1;300 \A1;300 \A1;300 \A1;300 D F F VENT TO TOP E E D SOLID SEPARATION TANK SLUDGE THICKENING TANK MANHOLE MANHOLE MANHOLE OVER WEIR MEDIA SCUM BAFFLE INFLOW 4" OUTFLOW CHEMICAL TANK 6" CHEMICAL INLET CONTACT AERATION TANK DISINFECTION CHAMBLE SEDIMENTATION TANK OUTFLOW MANHOLE AERATIN PIPE TO BLOWER 1 1/4" UPVC LEVEL SWITCH CONDUIT 2" UPVC 3" UPVC 2"PVC 1"PVC 5854.373323896143 5854.373323896143 5854.373323896143 5854.373323896143 U-09 PANEL \A1;245 \A1;113 \A1;113 \A1;100 \A1;488 \A1;187 -7167.086775597532 -7167.086775597532 -7167.086775597532 -7167.086775597532 -7167.086775597532 -7167.086775597532 \A1;19 \A1;200 \A1;500 \A1;100 \A1;675 \A1;500 \A1;450 \A1;250 \A1;429 -9327.00068632798 -9327.00068632798 WL CONTACT AERATION TANK MEDIA DIFFUSER MANHOLE -9327.00068632798 -9327.00068632798 -9327.00068632798 AERATIN PIPE TO BLOWER 1 1/4" UPVC -9327.00068632798 \A1;300 \A1;251 \A1;251 \A1;42 \A1;121 \A1;60 \A1;60 \A1;121 \A1;150 \A1;1000 \A1;2000 \A1;150 \A1;2000 \A1;1000 A PROJECT 1011 5 5 4 3 2 1 D C B 5 4 3 2 1 D C B A BUILDING/STRUCTURE DRAWING TITLE PROJECT NAME IF THIS DRAWING IS SCALED, THE GRAPHIC SCALE MUST BE USED. GRAPHIC SCALES: DRAWN BY: APPROVED BY: DATE: DESIGNED BY: CHECKED BY: SCALE: SUBCON SEQUENCE SHEET TYPE DISCIPLINE APPROVED BY: DESCRIPTION DATE REV APPROVED BY: DESCRIPTION DATE REV REFERENCED DRAWINGS RSEA ENGINEERING CORPORATION 07 1 N 1:50(A3) 1:100(A1) CTCI(XY) SURVEILLANCE RADAR PROGRAM HW.CHENG YT.LENG CY.LU HANK.HAN CONTRUCTION DWG NO. ST-N-E-107 SITE OF PHASED ARRAY RADAR BUILDING 03/26/09 JP.YANG ISSUE FOR APPROVAL 0 PRINT DATE: 2009/03/30 CW-312 0 \C256;SANITARY SEWAGE WATER SYSTEM DETAIL DRAWING GL SANITARY SEWAGE WATER TREATMENT SYSTEM SIDE VIEW UNIT: mm COMPACT BACK FILL TO 95% -7304.233942461158 EL 2598.7 S=1% -7304.233942461158 See DWG :ST\f@Arial Unicode MS|b0|i0|c136|p34;-N-E-102 06/18/09 ISSUE FOR APPROVAL JP.YANG 1 1 Stainless steel 1 1/4" Air blower pipe 2 RSG pipe 2" ( Conduit pipe) 3 4 Rubber type flexible joint 1 1/4" (Flange type) 5 6 \A1;Bronze ball valve JIS 10K 1 \S1/4;" Item Specification Quantity 3M 3M 2PCS 2PCS -7304.233942461158 7 RSG pipe 1" (Conduit pipe) 3M PIPE SUPPORT 1 1/4"(Support of air blower pipe) 4PCS 8 \A1;Vibration spring, \S1/2;"Screw, d12mm anchor bolt 1PCS 9 8 9 -7304.233942461158 d500mm CAST IRON GRATE 10 3PCS 11 \A1;1 \S1/4;" Stainless steel elbow 12 2" Rsg pipe elbow 3M 13 RSG 2" conduit pipe (For power) 3M 14 2PCS 15 3" UPVC Elbow 1PCS 16 17 4PCS 14 15 -7304.233942461158 -7304.233942461158 Length SANITARY SEWAGE WATER TREATMENT SYSTEM LAYOUT CONTROL PANEL CONNECT TO PVC PIPE (4") BY OTHERS BY OTHERS -7304.233942461158 FAC-4025 RSG CONDUIT PIPE,2"@2 FOR POWER, 2"@1 FORSIGNAL 2 12/08/09 JP.YANG ISSUE FOR APPROVAL CW-312 CW-312 FAC-4026 1 -7304.233942461158 -7304.233942461158 OUTLET 4 RSG CONDUIT PIPE, 1"@2 ,FOR ROOSTER BLOWER RSG CONDUIT PIPE,2"@2 FOR POWER 2"@1 FOR SIGNAL RSG CONDUIT PIPE, 2"@1 , FOR LEVEL SWITCH RSG 2" conduit pipe (For signal) 16 3" INSECT SCREEN -7304.233942461158 1PCS 7 18 18 19 d 500mm Cast Iron Grate 1PCS 3" insect screen 1PCS 6" UPVC TS Flange -7304.233942461158 -7304.233942461158 -7304.233942461158 -7304.233942461158 -7304.233942461158 4" UPVC TS Flange -7304.233942461158 -7304.233942461158 -7304.233942461158 -7304.233942461158 3" UPVC TS Flange -7304.233942461158 -7304.233942461158 -7304.233942461158 -7304.233942461158 -7304.233942461158 -7304.233942461158 UNIT: mm E-E SECTION E-E SECTION WL WL WL WL SOLID SEPARATION TANK CHAMBER DISIFECTION SLUDGE THICKENING TANK SCUM BAFFLE OVER WEIR CHEMICAL TANK CHEMICAL INLET INFLOW 4"PVC CONTACT AERATION TANK SEDIMENTATION TANK T t=7mm DIFFUSER FLANGE ASME B16.5 4" UPVC -7304.233942461158 FLANGE ASTM B16.5 4" UPVC OUTLET -7304.233942461158 -7304.233942461158 -7304.233942461158 -7304.233942461158 -7304.233942461158 -7304.233942461158 -7304.233942461158 -7304.233942461158 -7304.233942461158 4"PVC 4"PVC -7304.233942461158 4"PVC 1"PVC 2"PVC AIR LIFT -7304.233942461158 -7304.233942461158 -7304.233942461158 6" UPVC LEVEL SWITCH CONDUIT 2" UPVC OVER WEIR SCUM BAFFLE -7304.233942461158 -7304.233942461158 -7304.233942461158 -7304.233942461158 AERATIN PIPE TO BLOWER 1 1/4" UPVC -7304.233942461158 MANHOLE MANHOLE MANHOLE MANHOLE JAN 26 , 2010 FAC-4025 FAC-4026 4201.257 4200.838 11429.092 11435.256 U-09 U-09 XY-4027 XY-4028 4201.588 11428.597 11426.131 U-09-1 U-09-1 4201.440 FACILITY LAYOUT POINT TABLE POINT NAME NORTHING EASTING DESC. XY-4028 XY-4027 BLOWER L TYPE SUS 304 ANGLE IRON(3"*5mm,1 /2 HOLE) WITH M12 ANCHOR BOLT \A1;STAINLESS STEEL U TYPE BOLT (1 \S1#4;\H1.333x;" , \H0.7x;\S3#8; HOLE) L TYPE STAINLESS STEEL ANGLE IRON (2"*4mm DOUBLE HOLE) L TYPE STAINLESS STEEL ANGLE IRON (3"*5mm SINGLE HOLE) M10ANCHOR BOLT \A1;STAINLESS STEEL U TYPE BOLT (2" , \S1#2;\H1.429x; HOLE) L TYPE STAINLESS STEEL ANGLE IRON (2"*4mm DOUBLE HOLE) L TYPE STAINLESS STEEL ANGLE IRON (3"*5mm SINGLE HOLE) M10 ANCHOR BOLT Stainless steel Coupling 1 1/4" 2 3 4 5 6 STAINLESS STEEL PL (t=5mm) STAINLESS STEEL PL (t=5mm) 2PCS 2PCS PIPE SUPPORT 2"(Support of LEVEL SWITCH) 10 11 \A1;1 \S1/4;" Stainless steel TEE 13 13 3M 1 " Rsg pipe elbow 12 17 7 8 3" \fArial|b0|i0|c0|p32;VENT SUPPORT 16 3" VENT PIPE 20 Stainless steel CLEAN OUT 1PCS 20 19 L TYPE STAINLESS STEEL ANGLE IRON (3"*5mm SINGLE HOLE) STAINLESS STEEL PL (t=5mm) -7304.233942461158 M10 ANCHOR BOLT -7304.233942461158 -7304.233942461158 -7304.233942461158 -7304.233942461158 -7304.233942461158 -7304.233942461158 -7304.233942461158 -7304.233942461158 -7304.233942461158 -7304.233942461158 17 3" VENT SUPPORT CONCRETE BASE W*L*H=1000(mm)*2000(mm)*150(mm) D 13@10, 2 WAY 2LAYER 3000 PSI RENFORCED CONCRETE D 13@6, 2 WAY 2LAYER 3000 PSI RENFORCED CONCRETE -7304.233942461158 -7304.233942461158 -7304.233942461158 -7304.233942461158 -7304.233942461158 -7304.233942461158 3 23/04/10 JP.YANG CW-312 ISSUE FOR APPROVAL 3 3 3 3 3 3 IDRANTE SOPRASUOLO AS REQ'D PIPE FITTING BEARING AREA SHOWN IN TABLE PIPE PIPE DIA. + 6" MIN. CONCRETE THRUST BLOCK SCHEDULE MINIMUM AREA OF CONCRETE BEARING ON UNDISTURBED EARTH PIPE SIZE 4" 6" 8" BEARING AREA IN SQUARE FEET 2.0 3.5 1.0 4.5 10.0 2.0 6.3 12.0 3.0 3.5 7.5 1.8 90° ELL 22-1/2° TEE 45° ELL CONCRETE THRUST BLOCK DETAIL NO SCALE LOCATION OF THRUST BLOCKS NO SCALE AS REQ'D PIPE FITTING BEARING AREA SHOWN IN TABLE PIPE PIPE DIA. + 6" MIN. CONCRETE THRUST BLOCK SCHEDULE MINIMUM AREA OF CONCRETE BEARING ON UNDISTURBED EARTH PIPE SIZE 4" 6" 8" BEARING AREA IN SQUARE FEET 2.0 3.5 1.0 4.5 10.0 2.0 6.3 12.0 3.0 3.5 7.5 1.8 90° ELL 22-1/2° TEE 45° ELL CONCRETE THRUST BLOCK DETAIL NO SCALE LOCATION OF THRUST BLOCKS NO SCALE ACOTACIONES EN METROS CORTE 0.60 7 3 6 4 6" SEGUN SE REQUIERA. 7 0.76m. CON PAVIMENTO 0.90m. SIN PAVIMENTO DISTANCIAS MINIMAS 2 ANILLO DE CONCRETO EL DIAMETRO DE LA CONEXION AL HIDRANTE DEBERA SER DE 4" A 4 CASE 150 DE 8". TUBERIA DE PVC AWWA C900 MINIMO 7 PLANTA 9 1.00 5 2 3 3 1 6 4 5 3 4 ANILLO DE CONCRETO f'c=210 Kg./cm2. DETALLE DE VALVULA DE ACOTACIONES EN METROS DETALLE "A" 0.15 OPERACION DE VALVULA ACOTACIONES EN METROS DETALLE DE CAMPANA DE LA CAMPANA. CASE 150 DE 8". TUBERIA DE PVC AWWA C900 7 DIDAD DE INSTALACION DE LA TUBE- DEBERA SER ACORDE A LA PROFUN- LA LONGITUD DEL BARRIL INTERIOR RIA. AL BARRIL INFERIOR LA BANQUETA DEBE EMPOTRAR 0.05 DEJAR 5 cm. DE CLARO Y LA PARTE SUPERIOR DE MINIMO ENTRE LA TUBERIA ANILLO DE CONCRETO f'c= 210 Ig/cm2. 0.15 DONDE NO EXISTA PAVIMENTO, LA PARTE SUPERIOR DE LA CAMPANA DE OPERACION DE VALVULA DEBERA QUEDAR 0.15 m. ABAJO DEL NIVEL DE TERRENO NATURAL. SECCIONAMIENTO 7 CAMPANA DE OPERACION DE HIERRO FUNDIDO MARCA VALVULA DE 8" A 10" DE RUZ. 4 6 4 6 5 DE LA EXCAVACION COMPACTADO AL 90% PROCTOR, EN CASO DE SE DEBERA COLOCAR UNA PLANTILLA DE 0.10 m. Y UN RELLENO ACOSTILLADO HASTA EL LOMO DEL TUBO CON MATERIAL PRODUCTO ENCONTRARSE CON SUELO LIMO-ARCILLA DE ALTA PLASTICIDAD, SE DEBERA COLOCAR UNA PLANTILLA DE 0.10 m. Y RELLENO ACOSTI- LLADO HASTA EL EJE HORIZONTAL DEL TUBO CON TUCURUGUAY SW CASE 150 DE 8". TUBERIA DE PVC AWWA C900 JUNTA MECANICA. 4.- JUNTA MECANICA CON CUNAS DE ANCLAJE MARCA EBAA 5.- HIDRANTE CONTRA INCENDIO TIPO POSTE DE BARRIL SECO AWWA C502 CON DOS SALIDAS DE 2 1/2" Y UNA DE 4 1/2" ROSCA NACONAL STANDARD, APERTURA DE VALVU- LA PRINCIPAL DE 5 1/2", CONEXION PARA JUNTA MECA- NICA, COLOR AMARILLO, MARCA MUELLER MODELO A-423 8.- 0.25 m3. DE GRAVA LIMPIA COLOCADA A 0.15m. POR EN- CIMA DE LOS PUERTOS DE DRENADO Y AL MENOS 0.30m. ALRREDEDOR DEL HIDRANTE, RECUBIERTA CON UNA BARRERA IMPERMEABLE DE POLIETILENO DE 8 MILS. ANTES DEL RELLE 9.- REGISTRO PARA OPERACION DE VALVULA A BASE DE TUBERIA DE PVC AWWA C900 DE 8" DIAM. Y CAMPANA DE OPERACION DE VALVULA DE HIERRO FUNDIDO, DE 8" A 10" MARCA RUIZ 7.- ATRAQUE DE CONCRETO SIMPLE f'c= 210 Kg./cm2. O SIMILAR. CONEXION TIPO TRAFICO NO. SERIE 900. 3.- ADAPTADOR BRIDADO MARCA NAPCCO UNI-FLANGE IRON SERIE 2000PV. O SIMILAR. 6.- TUBERIA DE PVC AWWA C900 CLASE 150, DR-18 . COMPACTADO AL 90% PROCTOR. CUERPO DE LA VALVULA ENTRE LA BASE DE CONCRETO Y EL MANTENER AL MENOS 8 cm. DE CLARO 0.10 4 DETALLE "A" 2.- VALVULA DE COMPUERTA AWWA C509, MARCA MUELLER MODELO A-2360-20 O SIMILAR, CON EXTREMOS PARA 1.- TEE DE HIERRO FUNDIDO BRIDADA AWWA C110. LISTA DE MATERIALES PUERTOS DE DRENADO 5 8 7 - strato di materiale isolante - soletta in C.L.S. - ghiaia e/o materiale da sottofondo tubazione in prossimità della superficie ESEMPI DI POSA CONDOTTE FOGNARIE SEZIONE SEZIONE SEZIONE SEZIONE adeguata distanza della tubazione dalle piante - a seconda del tipo di essenze arboree - contro il gelo - materiale inerte A B C D con materiale arido rinterro della tubazione intersezione e parallelismo con la tubazione dell'acquedotto idonea distanza b) a) adeguata protezione acquedotto a) sempre al di sopra di b) LEGENDA E PARTICOLARI RETE ACQUE NERE DESCRIZIONE E PARTICOLARI SIMBOLI di colore rosso P.V.C. serie pesante Tubazioni acque nere: grès mm.120÷150 SIMBOLI DESCRIZIONE E PARTICOLARI Tubazioni di sfiato: mm. 40 s f tetto dell'edificio - (nuovi fabbricati) "Firenze" munito di n. 2 tappi a tenuta per pozzetto dotato di sifone idraulico tipo le ispezioni e di uno sfiato da elevare sul SEZIONE PIANTA POZZETTO CON SIFONE IDRAULICO P.V.C. serie pesante di colore rosso particolare costruttivo tramoggia in cls sfiato insed. esistenti sfiato nuovi insediamenti riempimento in sabbia sigillo ispezionabile sfiato nuovi insed. pozzetto dotato di derivazione a 45° con o senza curva a 45°munita di tappo a tenuta per l'ispezione. POZZETTO DI DERIVAZIONE particolare costruttivo PIANTA SEZIONE sigillo ispezionabile riempimento in sabbia tramoggia in cls ò Æ ö ò ò ò ò ò ò ò ò ò ò ò ò ò ò tramoggia in cls riempimento in sabbia sigillo ispezionabile SEZIONE PIANTA tappo a tenuta per l'ispezione. pozzetto dotato di curva a 45° munita di POZZETTO DI CAMBIO DIREZIONE particolare costruttivo ò ò É l'ispezione e curve a 45°. SEZIONE sigillo ispezionabile riempimento in sabbia tramoggia in cls ò ò ò PIANTA particolare costruttivo speciale T.E. munito di tappo a tenuta per pozzetto dotato di derivazione con pezzo POZZETTO DI CAMBIO DIREZIONE DOLCE ò É É SEZIONE sigillo ispezionabile riempimento in sabbia tramoggia in cls ò ò ò PIANTA particolare costruttivo munito di tappo a tenuta per l'ispezione. pozzetto dotato di pezzo speciale T.E. POZZETTO D'ISPEZIONE private. SEZIONE sigillo ispezionabile tramoggia in cls ò ò ò PIANTA particolare costruttivo Pubblico per il collegamento delle reti Pozzetto generalmente eseguito dall' Ente POZZETTO DI ALLACCIAMENTO STRADALE BACINO CONDENSAGRASSI Bacino circolare del diametro minimo di cm. 80 e avente due setti di protezione delle condotte di entrata e uscita con camera per la raccolta di grassi e saponi. particolare costruttivo PIANTA SEZIONE ò ò ò É Æ Æ ò Æ ò sigillo ispezionabile minimo cm 80 ò ò con diversi diametri pezzo speciale per raccordi di tubazioni PEZZI SPECIALI ò ò ò ò ò particolare costruttivo PEZZI SPECIALI particolari costruttivi delle tubazioni. pezzi speciali a 45° per cambi direzione ò ò ò ò ò ò ò ò ò ò LEGENDA E PARTICOLARI RETE ACQUE BIANCHE (PIOVANE) PROSPETTO SEZIONE ò particolare costruttivo "fazzoletto" in cls dim. cm. 100x200h circa. "FAZZOLETTO" IN CLS sigillo ispezionabile scorrimento della condotta adatta per la SEZIONE PIANTA particolare costruttivo POZZETTO DI DERIVAZIONE pozzetto scatolare di derivazione condotte. ò ò ò sigillo ispezionabile particolare costruttivo PIANTA SEZIONE sedimentazione e il prelievo di campioni di. di colore rosso P.V.C. serie pesante POZZETTO DI SEDIMENTAZIONE pozzetto con camera di altezza minima di 25 cm. dalla base del fondo alla linea di mm 140÷200 Tubazioni acque bianche: SIMBOLI DESCRIZIONE E PARTICOLARI ò ò ò pezzi speciali a 45° per cambi direzione pezzo speciale per raccordi di tubazioni ò ò ò ò ò delle tubazioni. particolari costruttivi PEZZI SPECIALI particolare costruttivo ò ò ò ò con diversi diametri PEZZI SPECIALI ò ò SEZIONE caditoia in ghisa e/o cls PIANTA ò particolare costruttivo POZZETTO SIFONATO E CADITOIA pozzetto sifonato con coperchio a caditoia. Tubazioni acquedotto: DESCRIZIONE E PARTICOLARI SIMBOLI ò ò min. 25cm. acqua. (dim. minime 40x40x40h) ò ò Æ Æ É ö ö Æ ò ò ò ò ò ò ò ò ò ò PIANTA É Æ pozzetto pluviale sifonato con sigillo ispez. POZZETTO PLUVIALE SIFONATO particolare costruttivo SEZIONE ò ò ò ò ò ò Æ "fazzoletto" in cls. "fazzoletto" in cls. PLUVIALE NON CANALIZZATO pluviale con scarico a cielo aperto riempimento in sabbia ò pozzetto dotato di adeguata valvola antiriflusso. sigillo ispezionabile SEZIONE POZZETTO CON ANTIRIFLUSSO particolare costruttivo PIANTA ò ò tramoggia in cls SEZIONE PIANTA particolare costruttivo pozzetto dotato di pompa di sollevamento POZZETTO DI SOLLEVAMENTO con valvola di non ritorno e adeguato sigillo ispezionabile sigillo ispezionabile tramoggia in cls ò tramoggia in cls ò Æ ö Æ ò valvola di non ritorno ò ò ò P/s. pozzetto di ricevimento. C B A D LEGENDA E PARTICOLARI RETE ACQUE NERE e BIANCHE (PIOVANE) SIMBOLI DESCRIZIONE E PARTICOLARI DESCRIZIONE E PARTICOLARI SIMBOLI ò ò ò ò prolungato alla copertura 03-10-03 N.T.S. SEWER SPECS J.B. S.M. S.M. 11 CITY OF HOT SPRINGS SANITARY SEWER DETAIL DRAWINGS (CAST-IN-PLACE CONCRETE) STANDARD MANHOLE DETAIL 24" LID IN ACCORD WITH CITY SPECIFICATIONS CAST-IRON FRAME WITH USED TO PROVIDE MAXIMUM MECHANICAL VIBRATOR TO BE WATERSTOP CONCRETE DENSITY DEEPER THAN 5 FEET. ON CENTER FOR MANHOLES COATED STEEL STEPS 15" FIBERGLASS OR PLASTIC (OR PRECAST) USED AT ALL JOINTS. IF PRECAST - RAMNECK OR APPROVED GASKETING MATERIAL SHALL BE USED UNDER MANHOLE RING SECTION RAMNECK TO BE ENGINEER AND SDR 26 FITTINGS ARE NOT AVAILABLE. SDR 35 FITTINGS MAY BE USED IF APPROVED BY THE NOTE: SEWER MAIN CRUSHED STONE BEDDING NOTE: END OF SERVICE LATERAL SHALL BE MARKED WITH EITHER A TREATED 2"X4" PLACED VERTICALLY, A BURIED METAL STAKE, OR A BRIGHTLY COLORED OF THE GROUND. ROPE FROM THE END OF THE PIPE TO THE SURFACE TO PROPERTY LINE 4' MIN SEWER MAIN CLEANOUT WITH THREADED AND SLOTTED CAP MULTIFITTING #287140 OR EQUAL ADD ADJUSTABLE WATER VALVE BOX IF LOCATED IN TRAFFIC AREA 4" SEWER SERVICE LINE (BEDDING - SAME AS SEWER MAIN) 4" SEWER SERVICE TRANSITION COUPLING FERNCO OR EQUAL WYE FITTING SANITARY SEWER SERVICE DETAILS TYPICAL UTILITY CUT (VARIES) WIDTH TRENCH 9" 8" THICKNESS PAVEMENT GREATER EXISTING 2" MIN. OR MATCH (3000 PSI) CLASS "A" CONCRETE PROCTOR. TO 95% MODIFIED MAT'L COMPACTED OR OTHER APPROVED (CRUSHED STONE) WASHED SEWER GRAVEL PIPE STEEL PLATES TRAFFIC BARRICADES OR COVER SECTION FRAME SECTION NATIONAL PARK HOT SPRINGS \W1.133419;MADE IN USA 90° BEND, GLUE JOINTS STAINLESS STEEL BAND AND ANCHORS IF DROP LENGTH EXCEEDS 4 FEET INSTALL PLUG IF SLOPE EXCEEDS 2% TEE, GLUE JOINTS SEE NOTE PVC PIPE VARIES 18" MIN. FOR 6" OR GREATER GRAVEL OR CRUSHED ROCK BACKFILL IN EXCAVATED AREA UNDER PIPE NOTE: PRECAST MANHOLES TO HAVE 2" WATERSTOP (TYP.) INSIDE MANHOLE DROP DETAIL USED UNDER MANHOLE RAMNECK TO BE 4" PVC SERVICE NON-SHRINK GROUT AROUND PIPE WATERSTOP 4" PVC GLUE ON TEE 4" PVC PIPE 4" PVC GLUE ON 90° ANCHOR TO MANHOLE WALL IF DROP LENGTH EXCEEDS 5 FEET. INSIDE SERVICE DROP DETAIL ALL POINTS. SIDEWALLS OF FLOW CHANNEL SHALL BEGIN AT SPRING LINE OF PIPE HEIGHT AT AND COVERED WITH NON-SHRINK GROUT. FLOW CHANNELS SHALL BE CONSTRUCTED WITH 6" BRICK RUBBLE, BEDDED HAVE FLOW CHANNELS. SERVICE LATERALS ENTERING MANHOLES, AS APPROVED BY THE ENGINEER, MUST WITH DIFFERENT INVERT ELEVATIONS TO PROVIDE FOR SMOOTH FLOWS. PROPERLY SHAPED FLOW CHANNELS SHALL BE CONSTRUCTED BETWEEN PIPES OBSTRUCTION. ALL INVERT CHANNELS ARE TO BE CONSTRUCTED FOR SMOOTH FLOW WITHOUT PROVIDE 0.2 FEET (2-1/2") MINIMUM DROP THROUGH MANHOLE. BETWEEN HIGHEST INVERT AND LOWEST INVERT. MINIMUM OF 6" BRICK RUBBLE BEDDED AND COVERED WITH NON-SHRINK GROUT. 1. 2. 3. 4. 5. 6. 7. TYPICAL INVERT FLOW CHANNELS 2 1/2" MIN. CARRIER PIPE SIZE 4" 6" 8" 10" 12" 14" 16" 18" 20" 24" 30" 36" 42" 48" 72" 60" 48" 42" 36" 30" 30" 24" 24" 20" 18" 16" 14" 12" CASING STEEL MIN. WALL THICKNESS .250 .250 .250 .250 .250 .250 .250 .500 .500 .500 .500 .250 .250 .188 STEEL CASING PIPE CARRIER PIPE PLASTIC CASING SPACERS 90° PAVING ROCK BASE ROADWAY \A1;10'-0" MIN. \A1;36" MIN. \A1;10'-0" MIN. DUCTILE IRON RESTRAINED JOINT PIPE TO EXTEND ONE LENGTH MINIMUM BEYOND END OF CASING UNLESS OTHERWISE APPROVED BY UTILITY. ENDS TO BE SEALED WITH "LINK SEAL" OR APPROVED EQUAL. CASING PIPE CARRIER PIPE 1. CASING PIPE SHALL BE IN ACCORDANCE WITH CURRENT ASTM SPECIFICATION A139. 2. WALL THICKNESS SHALL BE AS NOTED IN TABLE ABOVE, OR LATEST F.D.O.T. STANDARDS IF GREATER. 3. PIPE THROUGH CONFLICT STORM AND SANITARY STRUCTURES MUST USE THIS DETAIL. THE END OF THE CASING MUST EXTEND A MINIMUM OF 6" OUTSIDE THE STRUCTURE. 1 1/2" TO 3/8" GRAVEL OR CRUSHED ROCK FOR ROADWAYS, BACKFILL SHALL BE SCREENED CITY PIT OR SB-2 COMPACTED TO 95° DENSITY. FOR OTHER AREAS, BACKFILL MAY BE EXCAVATED MAT'L. PIPE BEDDING DETAIL FOR PVC SEWER PIPE SANITARY SEWER CASING DETAILS RING SECTION WATER TIGHT INSTALLATION. GROUT AND FILL AROUND TO PROVIDE SET RING IN PORTLAND CEMENT MANHOLE IF YOU NEED HELP OR FIND A PROBLEM. 2. CALL SEWER DEPARTMENT 321-6886 PREVENT STOPPAGES IN THE SEWER LINE. DEBRIS FROM INSIDE MANHOLE TO 1. CLEAN BROKEN BRICK AND OTHER NOTES: LID IF IN ROAD OR STREET LEAVE 2" FOR ASPHALT GROUT INSIDE AND NON-SHRINK OUTSIDE RISER RINGS CONCRETE NEW MH RING AND COVER TO BE AS SPECIFIED BY CITY OF HOT SPRINGS PROVIDED BY DEVELOPER OR CONTRACTOR BY CITY OF HOT SPRINGS CONCRETE MANHOLE RISER RINGS AS SPECIFIED CONCRETE GROUT AT ALL JOINTS RAMNECK OR NON-SHRINK TYPICAL RAISING MANHOLE DETAILS SANITARY SEWER MANHOLE RING AND COVER DETAILS TYPICAL INVERT FLOW CHANNELS SANITARY SEWER SERVICE DETAILS STANDARD MANHOLE DETAIL INSIDE MANHOLE DROP DETAIL INSIDE SERVICE DROP DETAIL PIPE BEDDING DETAIL FOR PVC SEWER PIPE SANITARY SEWER CASING DETAILS TYPICAL RAISING MANHOLE DETAILS SANITARY SEWER MANHOLE RING AND COVER DETAILS RING BOLTED DOWN WITH 3/4" ANCHOR BOLTS NUTS AND WASHERS. IDRANTE SOPRASUOLO N°2 UNI 70 - N°1 UNI 100 CON CASSETTA DI CORREDO CARTELLA BLOCCO DI APPOGGIO EFFETTI UNI 70 PIANTANA CENTRALE PER CASSETTA IN ACCIAIO INOX N.2 LANCE A PIU` RACCORDI E MANICOTTI N.2 MANICHETTE UNI 70 CON COLLETTORE COLLETTORE TERRENO GHIAIA MEDIA GOMITO A PIEDE IN GHISA VALVOLA DI SCARICO ANTIGELO FLANGIA SCORREVOLE IN AISI UNI 70 COLLETTORE COLLETTORE CASSETTA ESTERNA COLLETTORE * 300 300 250 * 250 * * FORO DI DRENAGGIO SARACINESCA DN 100 DN 100 - 863 DN 100 - + 0.00 TOMBINO CARRABILE FERRO A "C" NP 100 PARTICOLARE VALVOLA DI INTERCETTAZIONE INTERRATA -863 0.00 DN 100 LAMIERA GRECATA Sp. 5 mm. DN 100 1125 200 250 200 875 600 200 200 LIVELLO TERRENO TUBO PEAD PN16 SCIOLTA E VAGLIATA SABBIA O TERRA MATERIALE DI RISULTA DI ALIMENTAZIONE SOPRABATTENTE SCHEMA DI INSTALLAZIONE POMPA 24 22 21 26 23 20 18 25 2 3 8 9 1 19 6 9 14 17 10 7 4 5 9 Valvola di non ritorno in mandata 25 Scarico di troppo pieno 23 Tubazione prova portata pompa 11 Collegamento al pressostato d'avviamento 12 Valvola intercettazione pressostato 13 Pressostato d'avviamento 14 Manometro 16 Valvola di non ritorno 19 Regolatore di livello elettrico 24 Misuratore di portata 26 Manovuotometro 10 Collegamento all'impianto 15 Valvola di scarico 17 Saracinesca mandata 18 Valvola prova pompa 20 Pompa 21 Filtri 22 Valvola di fondo 11 16 15 2 Alimentazione serbatoio di adescamento 1 Serbatoio di adescamento 3 Valvola di intercettazione 5 Ricircolo e sfogo d'aria 6 Diaframma ricircolo acqua 7 Pressostato pompa in moto 8 Valvola intercettazione adescamento 4 Valvola a galleggiante 12 13 14 SCHEMA IDRICO DI FUNZIONAMENTO IMPIANTO 9 Valvola di non ritorno in mandata 8 Valvola di non ritorno in mandata 6 Gruppo elettropompa e motopompa 3 Troppo pieno DN 100 4 Valvola di fondo 1 Valvola di intercettazione bloccata aperta 2 Valvola galleggiante 7 Manovuotometro 5 Filtro Reintegro e rincalzo da acquedotto pubblico 1 2 12 14 Valvola intercettazione pressostato 13 Collegamento al pressostato d'avviamento 12 Valvola prova pompa 11 Saracinesca in mandata 18 Collegamento all'impianto 17 Valvola di non ritorno 16 Valvola di scarico 15 Pressostato d'avviamento 10 Manometro 9 26 27 16 6 22 Riciclo e sfogo d'aria 26 Attacco per autopompa 19 Tubazione prova portata pompa 20 Pressostato pompa in moto 21 Diaframma riciclo acqua 27 Saracinesca 25 Sfiato DN 100 dall' acquedotto pubblico 13 14 17 16 3 20 8 22 21 25 19 10 11 10 26 18 27 9 15 PARTICOLARE SCHEMATICO DEL SERBATOIO IDRICO SEZIONE PUBBLICA DALLA RETE PARTICOLARE INSTALLAZIONE GRUPPO DI ATTACCO MOTOPOMPA VV.F. UNI 70 rubinetto idrante valvola a clapet saracinesca DN 100 valvola di sicurezza rubinetto idrante \Fromans.shx;UNA VOLTA EFFETTUATO LO SCAVO SECONDO LE MODALITA' DI PROGETTO E NEL RISPETTO DELLE QUOTE, E' BUONA NORMA LIVELLARE IL FONDO DELLA TRINCEA CON SABBIA. UNA VOLTA POSATO IL TUBO RINFIANCARLO SEMPRE CON MATERIALI OTTIMAMENTE COSTIPABILI. SOPRA LO STRATO SUPERIORE DI SABBIA, PUO' ESSERE UTILIZZATO MATERIALE FINE PROVENIENTE DALLO SCAVO, IN STRATI COSTIPATI DI CIRCA 30 cm DI ALTEZZA. PER ULTERIORE RIEMPIMENTO SI PUO' USARE IL MATERIALE DI RECUPERO, SEMPRE CHE SIA OTTIMAMENTE COSTIPABILE, SI ESCLUDONO QUINDI MATERIALI SATURI D'ACQUA. iL RIEMPIMENTO DEVE ESSERE EFFETTUATO PROCEDENDO SECONDO UN UNICO VERSO, E SE POSSIBILE DURANTE LE ORE FRESCHE DELLA GIORNATA. SCAVO E POSA IN OPERA TUBAZIONE Livello minimo Livello normale ASPIRAZIONE DELLA POMPA DAL SERBATOIO DN 100 4 5 7 L'adescamento deve essere realizzato per ogni pompa (principali e pilota) di serbatoio di adescamento (cap.= 500 litri) Ogni pompa principale deve essere dotata FORO DI DRENAGGIO \A1;400 \A1;100 \A1;30 min \A1;100 \A1;500 min \A1;50 P:\library\mpi-std\san\SAN-018.dwg P:\library\mpi-std lmb LM-093.dwg P:\library\mpi-std\san\SAN-026.dwg P:\library\mpi-std\san\SAN-019.dwg P:\library\mpi-std\san\SAN-022.dwg P:\library\mpi-std lmb LM-060.dwg P:\library\mpi-std\civil\S-CW-048.dwg P:\library\mpi-std\civil\S-CW-063.dwg P:\library\mpi-std\civil\S-CW-049.dwg P:\library\mpi-std lmb LM-050.dwg P:\library\mpi-std\san\SAN-008.dwg P:\library\mpi-std lmb LM-059.dwg P:\library\mpi-std lmb LM-048.dwg P:\library\mpi-std\civil lumb\S-PL-006.dwg P:\library\mpi-std lmb LM-058.dwg P:\library\mpi-std lmb LM-117.dwg P:\library\mpi-std\civil lumb\S-PL-25b.dwg P:\library\mpi-std lmb LM-013/014.dwg BAKAU PILES FOR MANHOLE BRICK / IN-SITU CONCRETE SHALLOW MANHOLE MANHOLE COVER DETAIL IN-SITU CONCRETE DEEP MANHOLE PLAN STANDARD DEEP PRECAST CONCRETE MANHOLE SEWER MANHOLE / DRAINAGE MANHOLE PRECAST MANHOLE SEWER MANHOLE DETAIL SEWER MANHOLE DETAIL (TYPE-A) SEWER MANHOLE DETAIL (TYPE-B) SEWER MANHOLE DETAIL (TYPE-C) STANDARD HEAVY DUTY MANHOLE FRAME & COVER DETAIL OF STANDARD MANHOLE TYPICAL MANHOLE TYPE I PLAN AT BENCHING LEVEL JUNCTION BOX / MANHOLE DETAIL JUNCTION BOX DETAIL GREASE TRAP DETAIL DETAIL OF MANHOLE FRAME & CONC. COVER P:\library\mpi-std lmb LM-057.dwg DETAILS OF GREASE TRAP P:\library\mpi-std\civil\S-CW-057.dwg P:\library\mpi-std lmb LM-061.dwg DETAIL OF SEWER JUNCTION BOX GROUND CLEANOUT DETAIL P:\library\mpi-std\civil\S-CW-008.dwg P:\library\mpi-std\civil lumb\S-PL-014.dwg FLOOR DRAIN DETAIL P:\library\mpi-std\civil\S-CW-017.dwg DRAIN BOX DETAIL P:\library\mpi-std\civil lumb\S-PL-005.dwg DETAIL OF DRAIN BOX/OVERFLOW PIPE PVC WYE 100mm x SEWER LINE 100mm d PVC (WHERE OCCURS) 100mm x 100mm PVC PIPE FINISHED GRADE BRASS 100mm d COUNTER SUNK PLUG 1/8 PVC BEND 100mm d PVC PIPE ADAPTER 100mm d PVC 1/8 CISP BEND 0.45 SQ. CONC. COLLAR FLOW BLDG FROM FLOW P:\library\mpi-std\civil lumb\S-PL-034.dwg P:\library\mpi-std\civil lumb\S-PL-016.dwg 6" 1' - 0" SQ JUTE PACKING 1/8 BEND FINISH GROUND 6" COUNTER SUNK PLUG (SCREWED TYPE) LEAD CAULKING (FOR CISP) CAST IRON CONNECTOR CONCRETE BLOCK PVC/CISP CAULKING COMPOUND 6" 2" 8" PLAN ELEVATION (FOR CISP) (FOR CISP) P:\library\mpi-std\civil lumb\S-PL-017.dwg GROUND CLEANOUT DETAIL DETAIL SIPHON (SOL FINI) P:\library\mpi-std lmb LM-008.dwg P:\library\mpi-std lmb LM-009.dwg FLOOR CLEANOUT DETAIL GROUND CLEANOUT DETAIL P:\library\mpi-std lmb LM-010.dwg CATED IN PLAN) (SIZE AS INDI- TO MAIN LINE 90° ELBOW CLEANOUT COVER FRAME 300x300mm CONCRETE GROUT 100 P:\library\mpi-std\civil lumb\S-PL-15A.dwg CLEANOUT BODY M-230 LONG SWEEP BEND ROUND ACCESS COVER WALL SURFACED MOUNTED FFL P:\library\mpi-std\civil lumb\S-PL-15B.dwg ALONG VERTICAL PIPES P:\library\mpi-std lmb LM-015.dwg 300 d10 HOR BARS @ d12 VERT BARS @ 200mm OC 200mm OC 100 300 W/ FRAME ( METMA 452 - A ) STEEL GRATING COVER 300 100 100 100 d10 @ 200mm 75d DRAIN PIPE FLOW PAVEMENT CONCRETE 100 FLOW PIPE 75d DRAIN P L A N S E C T I O N AREA DRAIN DETAIL P:\library\mpi-std\civil lumb\S-PL-008.dwg AREA DRAIN DETAIL P:\library\mpi-std\civil lumb\S-PL-019.dwg PLAN - 1 SECTION - 1 PIPE CONC. DRAIN X 100mm LONG HOLES, 38mm WIDE LIFT BAR 13mmd GALVANIZED BOTHWAYS 10mmd FORCED W/ 3-U BAR 100mm THK CHB REIN- 10mmd BAR (TYP.) OR FIN YARD LINE TOP OF PAVEMENT 6-10mmd BOTHWAYS BOTHWAYS 6-10mm d BARS LONG WIDE X 100mm HOLES, 38mm DRAIN PIPE CONCRETE 0.10 0.031 0.10 (0.35 MIN.) VARIABLE 0.05 0.05 0.05 0.05 0.80 SQ. 0.60 SQ. 0.05 0.05 0.05 0.05 0.60 SQ. 0.80 SQ. CEMENT MORTAR 1B .072 0.114 0.10 0.114 .072 PLAN SECTION CANOPY DRAIN DETAIL P:\library\mpi-std lmb LM-014.dwg DRAIN STRAINER MEMBRANE WATERPROOFING ROUGH FLOOR SLAB DRAIN PIPE SIMILAR TO ZURN MODEL Z-181 MIN. GRATE OPEN AREA = .00746m 2 P:\library\mpi-std lmb LM-086.dwg CANOPY DRAIN DETAIL P:\library\mpi-std\san\SAN-011.dwg P:\library\mpi-std lmb LM-012.dwg DECK DRAIN WATERPROOFING CONC. FLOOR SLAB MEMBRANE TOP OF ROOF SIMILAR TO METMA M-311 OR OPEN AREA = 0.03m (48.0in.) DWG. LAYOUT PLAN 80mmd DRAIN PIPE UNLESS SPECIFIED IN APPROVED EQUAL 80mmd DRAIN PIPE THREADED AND CAULK OUTLET SUITABLE FOR ELEVATION PLAN DECK DRAIN DECK DRAIN P:\library\mpi-std lmb LM-013.dwg 0.35 0.35 WATERPROOFING MEMBRANE CLAMPING COLLAR & GRAVEL GUARD PLAN SECTION 0.10 0.40 0.10 0.10 0.10 0.40 TO FRAME (ALL AROUND) 6mm FLAT BAR FILLERS WELDED (WHERE IT OCCURS) RCP INLET PIPE INLET PIPE ELEVATION OF RCP EQUAL TO CROWN ELEVATION SHALL BE PVC DOWNSPOUT CROWN (2 @ SIDE) WELDED TO FRAME 10 mm d ANCHOR ROD COVER (NON-SKID) 6mm d THK STEEL PLATE RCP (WHERE IT OCCURS) 16mm d LIFTING HANDLE P L A N 100d DRAIN PIPE 0.30 0.80 2.40 2.10 (FREEBOARD) 0.30 0.10 0.50 0.10 CEMENT MORTAR INSECT SCREEN STEEL GRATING COVER #10 COPPER WIRE INCREASER 150X100 100d OVERFLOW PIPE CONCRETE BASE WELDED 100d DRAIN VALVE WATER TANK STAINLESS STEEL PIPE CLAMP WS SLOPE SLOPE CISP TRAP COMPOUND CAULKING OUTLET OR SCREWED INSIDE CAULK COLLAR ADJUSTABLE BRASS STRAINER REMOVABLE BRASS FIN FLOOR LINE PVC/ CISP PLAN SOLID BRASS PVC/CISP FLOOR DRAIN DETAIL P:\library\mpi-std lmb LM-001.dwg CLEANING EYE C.I. CONNECTOR P-TRAP SIZE SUITE DRAIN & P-TRAP PVC (FOR TOILETS) WATER-PROOFING SLOPE BRASS STRAINER REMOVABLE FINISHED FLOOR LINE SLOPE STRAINER BODY P:\library\mpi-std lmb LM-002.dwg FLOOR DRAIN DETAIL FLASHING CLAMP ADJUSTABLE SQUARE STRAINER C.I.P-TRAP FINISHED FLR. LINE C.I. CONNECTION TO SUIT DRAIN & P-TRAP SIZE P:\library\mpi-std lmb LM-003.dwg FLOOR DRAIN DETAIL STRAINER C.I.P-TRAP FINISHED FLR. LINE TURN-BUCKLE WELDED WELDED ALL AROUND P:\library\mpi-std lmb LM-004.dwg FLOOR DRAIN (FUNNEL TYPE) TO MAIN LINE FUNNEL TYPICAL LAYOUT FOR FLOOR DRAIN FLOOR SLAB TO STRUCTURAL ENGINEER'S DETAILS FINISHED LEVEL GRATING TO ARCH. CHOICE TRAP d80 WASTE PIPE STRUCTURAL FINISHED LEVEL d40 VENT PIPE WITH SOCKET FOR FUTURE CONNECTION TYPICAL LAYOUT FOR FLOOR DRAIN P:\library\mpi-std\san\SAN-006.dwg WATERPROOFING PARKING DRAIN AT VALLEY OPEN AREA = 0.022m (35in.) SIMILAR TO METMA M-249-1 OR APPROVED EQUIVALENT MEMBRANE OUTLET SUITABLE FOR 80mmd DRAIN PIPE DWG. LAYOUT PLAN UNLESS SPECIFIED IN 80 MM d DRAIN PIPE THREADED AND CAULK 300mmx300mm FINISHED FLOOR PARKING DRAIN WITH SEDIMENT BUCKET P:\library\mpi-std lmb LM-006.dwg PIPE FLASHING SEEPAGE OPENING LOCKING DEVICE HINGED GRATE WITH .05 S = .368 .317 .254 .368 SECTION PLAN .254 S = .368 .254 .317 S = .368 OUTLET "a" "a" WATERPROOF MEMBRANE W = 2xS = 0.736 DEVICE WITH TEMPERATURE THICKENED SLAB BARS (SEE ST.) T 2T NOTE: Ao = a Ao DETAIL OF PARKING DRAIN P:\library\mpi-std lmb LM-007.dwg P:\library\mpi-std lmb -DRAIN ROOF DRAIN (DOME TYPE) P:\library\mpi-std lmb LM-005.dwg DRAIN PIPE DRAIN BODY UNDER-DECK CLAMP PROVIDE SWING JOINT ROOF SUMP RECEIVER MEMBRANE WATERPROOFING DOME STRAINER uPVC PIPE 219.10 57.50 160.00 107.00 82.55 75 150 100 200 PIPE SIZE mm 50 mm A 200 285 200 200 mm B 200 NOTE: "A" L=100mm TYLER COUPLING 3/8 " ANCHOR BOLT 3/8" DIA NUT AND WASHER UNDER DECK N.S. PLATE CLAMP FOR ROD ANCHORING 360 465 360 360 mm C 360 110 600 750 600 600 142.5 110 110 mm D 600 mm E 110 (EMBEDDED PRIOR TO CONCRETING) 3/8" DIA x 275mm BOLT (FULL THREAD) INSULATION T=50mm ROOF DRAIN WATER PROOFING NUT AND WASHER 3/8" STUD BOLT W/ ROOF DRAIN DETAIL P:\library\mpi-std lmb LM-108.dwg TYPE B TYPE A SCUPPER DRAIN DETAIL P:\library\mpi-std lmb LM-101.dwg MEMBRANE SCUPPER DRAIN WATERPROOFING DRAIN PIPE ROUGH FLOOR SLAB SCUPPER DRAIN DETAIL P:\library\mpi-std lmb LM-109.dwg W 150mm PIPE OUTSIDE DIA. 150mm VARIES 1 2 900mm MINIMUM LEGEND: 1 COMPACTED SELECTED NATIVE MATERIAL BACKFILL APPROVE SAND BEDDING & BACKFILL HAND PLACED & COMPACTED 2 PIPE mm DIAMETER in. MINIMUM "W" mm MAXIMUM "W" mm 75 & UNDER 100 150 200 250 300 350 400 450 500 600 24" 20" 18" 16" 14" 12" 10" 8" 6" 4" 900 800 750 700 650 600 550 500 450 400 1200 1100 1050 1000 950 900 850 800 750 700 200 300 3" & UNDER WATER MAINLINE TABLE OF TRENCH DIMENSION (METERS) TYPICAL TRENCH DETAIL - WATER LINE P:\library\mpi-std\civil\S-CW-007.dwg TRENCH DETAIL P:\library\mpi-std\civil\S-CW-061.dwg A O.D. PIPE A 0.11 O.D. PIPE D COMPACTED BACKFILL OR RCP DRAINAGE LINE PVC PIPE WATERLINE SAND BEDDING MATERIAL 200mm THK PCC PAVEMENT HALF SECTION THRU EXIST GROUND CONCRETE PAVEMENT HALF SECTION THRU 150mm TO 400mm 200mm 250mm 600mm TO 750mm 400mm 300mm 450mm TO 525mm 900mm TO 1,050mm PIPE I.D. A (MIN) 1,200mm AND LARGER 500mm 200mm BRASS BAR (FOR 300mm TRENCH) 12mmX12mmX25mm O.C BRASS BAR (FOR 200mm TRENCH) 12mmX19mmX25mm O.C BRASS BAR 22mmX22mm BRASS ANCHOR BARS @ 0.20 O.C ANGLE BAR 200mm 12mmX19mmx1.00m P:\library\mpi-std lmb LM-055.dwg 200mm WIDE TRENCH CANAL W/ GRATING P:\library\mpi-std lmb LM-056.dwg 300mm WIDE TRENCH CANAL W/ GRATING 300mm 300mm 50X6mm FLAT BAR @ 25mm O.C 50X6mmX1.00M FLAT BAR 50X50X6mm ANGLE BAR ANCHOR BARS @ 0.20 O.C P:\library\mpi-std lmb LM-054.dwg TRENCH CANAL W/ PERFORATED PLATE COVER PERFORATION @ 0.50 O.C 300mm 200mm 100mm 100mm MIN. WIDTH MAX. 150mm 150mm DEPTH STAGGERED 150mm (MAX.) 200mm OR 300mm ANCHOR BARS @ 0.20 O.C PLATE W/ 12mmd @ 50mm O.C 9mm THK. MILD STEEL 13mmX22mm brass ANGLE BAR FINE SOIL ( COMPACTED ) SAND BEDDING ( FINE SAND / WELL TAMPERED ) DEPTH OF TRENCH VARIES LAID PIPE (UPVC & STEEL PIPES) 600 150 G.L. EXCAVATION OF TRENCH THROUGH ROCK P:\library\mpi-std lmb LM-104.dwg MAXIMUM " W " .05 .10 .15 " E " " T " (IN SOIL) " T " (IN ROCK) .10 .10 .05 .15 .03 .15 .10 .10 .10 .10 .08 .15 .08 .15 .10 .10 .15 .15 .10 .10 .10 .12 .12 .15 .15 .15 .15 TABLE OF DIMENSIONS .90 .70 200 MAXIMUM " W " PIPES DIA. (mm) 100 .80 .60 150 .60 .50 IN UNSTABLE SOIL OR UNDER ROADWAYS 1.00 300 .80 .95 .75 250 1.15 .95 1.05 .85 375 450 1.30 1.25 1.05 1.10 525 600 1.45 1.25 750 IN ORDINARY SOIL E T 3 3 HAND TAMPED IN 0.10 M. LAYERS. 105KG/CM CONCRETE CRADLE FOR PIPES UNDER ROADWAYS OR CROSSINGS WITH COVER LESS THAN 0.60 M. OR PIPES UNDER UNSTABLE SOIL 4 2 ORDINARY BACKFILL MATERIAL HAND OR MACHINE TAMPED IN SELECTED BACKFILL MATERIAL HAND TAMPED IN 0.10 M. LAYERS. GRAVEL OR SAND BACKFILL 2 0.20 M. LAYERS 1 E T IN ROCK 3 0.60 MIN. T E 0.30 VAR. 4 2 1 0.60 MIN. W VAR. 0.30 2 1 W W 0.60 MIN. 0.30 VAR. 2 1 W TRENCHING, BEDDING & BACKFILLING FOR WATER & GAS PIPES P:\library\mpi-std lmb LM-106.dwg CATCH BASIN DETAIL P:\library\mpi-std\civil\S-CW-014.dwg RCP (WHERE IT OCCURS) FRAME (ALL AROUND) 75mm x 75mm x 6mm BAR (ALL AROUND) 6mm x 68mm FLAT RCP (WHERE IT OCCURS) 6mm x 68mm FLAT BARS GRATINGS @ 31mm O.C. 10 mm d ANCHOR ROD (2 EACH SIDE TYP) RCP (WHERE IT OCCURS) 6mm x 34mm FLAT BAR STIFFENER 1B CW- CW- 0.70 0.15 0.15 0.15 0.70 0.15 P L A N CATCH BASIN DETAIL P:\library\mpi-std\civil\S-CW-015.dwg CW- CW- 1C NORMAL GRADE SLOPE S=VARIES FLOW FLOW 0.60 0.60 RCP (WHERE IT OCCURS) 0.05 VARIES 0.15 0.15 0.15 0.70 12mm d @ 0.20 M. O.C. (TYPICAL) 4-16mm @ WALL OPENINGS RCP (WHERE IT OCCURS) 12mm d @ 0.20 M. O.C. FINISH GRADE LINE RCP (WHERE IT OCCURS) SECTION CATCH BASIN DETAIL P:\library\mpi-std\civil\S-CW-016.dwg 3mm CLEAR 6mm 6mm FRAME (ALL AROUND) 75mm x 75mm x 6mm 0.15 GRATINGS @ 31mm O.C. 6mm x 68mm FLAT BAR 6mm x 34mm FLAT STIFFENER 10mm ANCHOR ROD WELDED TO ANGLE (2 EACH SIDE O.05 0.075 D E T A I L 3"d PVC MANHOLE COVER & HANDLE 3" PRECAST 3" d PVC 2" PRECAST P L A N S E C T I O N CATCH BASIN DETAIL P:\library\mpi-std\civil lumb\S-PL-002.dwg PIPE CONC. DRAIN CONC. MORTAR LINE OR FINISH YARD TOP OF PAVEMENT 10mmd BAR (TYP.) d GROUT ALL CELLS BAR BOTHWAYS 10mm REINFORCED W/ I-U 100mm THK CHB FRAME & COVER CATCH BASIN VARIABLE (O.35 MIN) 0.10 .031 O.65SQ 0.55SQ 0.45SQ 0.05 0.05 0.05 0.05 CONCRETE DRAIN PIPE CATCH BASIN FRAME & COVER PLAN - 1 0.05 0.05 0.05 0.05 0.45SQ 0.55SQ O.65SQ SECTION - 1 1B CATCH BASIN DETAIL P:\library\mpi-std\civil lumb\S-PL-018.dwg CATCH BASIN DETAIL P:\library\mpi-std\civil lumb\S-PL-021.dwg PLAN 100 100 400 600 100 600 400 100 SECTION 600 400 500 4-d12 BARS d10 @ 200mm 4-d12 EW 700 GROUND SURFACE 100 100 100 d 12 ANCHOR ROD WELDED TO ANGLE 10 d HOR BARS @ 0.15 M OC 12 d VERT BARS @ 0.15 M OC 90mmd PVC PIPE d 16U-BOLT (LIFTING HANDLE) < 50 x 50 x 6mm FRAME S E C T I O N d10 @ 200mm FLOW 4 - d12 100 DRAINAGE PIPE CONC PAVEMENT d12 @ 200mm 500 ( 2 EACH SIDE TYP ) WELDED TO ANGLE d12 ANCHOR BOLT P-16 P-16 6B LIFTING HANDLE d16 U-BOLT P L A N 100 FLOW 500 100 FRAME (ALL AROUND) d10 @ 200mm d12 VERT BARS @ d10 HOR BARS @ TO ANGLE (2 EACH SIDE) d12 ANCHOR ROD WELDED 200mm OC 200mm OC FLOW 50mm X 50mm X 6mm 150 X 38 X 6mm FLAT d16 U-BOLT LIFTING HANDLE WITH WASHER FLAT BAR & NUTS FLOW (WHERE IT OCCURS) PVC DOWNSPOUT DRAINAGE PIPE 100 CATCH BASIN DETAIL P:\library\mpi-std\civil lumb\S-PL-040.dwg PVC DOWNSPOUT (WHERE IT OCCURS) d16 U-BOLT LIFTING HANDLE 32B FLOW 100 500 DRAINAGE PIPE FLOW d12 ANCHOR BOLT WELDED TO ANGLE ( 2 EACH SIDE TYP ) 100 500 100 100 P L A N CATCH BASIN DETAIL P:\library\mpi-std\civil lumb\S-PL-32A.dwg 75 FLOW VARIES 100 100 VARIES 75 4 - d12 d12 @ 200mm CONC PAVEMENT DRAINAGE PIPE 100 d10 @ 200mm 500 500 d12 ANCHOR ROD WELDED TO ANGLE (2 EACH SIDE) d10 HOR BARS @ d12 VERT BARS @ d10 @ 200mm 200mm OC 200mm OC FLOW HANDLE WITH WASHER d16 U-BOLT LIFTING 150 X 38 X 6mm FLAT FRAME (ALL AROUND) 50mm X 50mm X 6mm & NUTS FLAT BAR CATCH BASIN DETAIL P:\library\mpi-std\civil lumb\S-PL-32B.dwg S CURB PORTION PRE-CAST CONC. PLAN PLAN CURB PORTION PRECAST CONC. 0.02 0.76 PROJECTION 6mmd TIES @ 0.75 O.C. 3-13mmd x 2.40 BARS W/ 0.28 0.30 GROUT MORTAR 0.30 .15 .15 0.30 1.80 .15 .15 1.20 0.15 0.60 0.15 .15 0.60 .15 BARS 13mmd OPEN SECTION - B 0.10 0.30 0.30 0.525 0.30 0.30 0.525 0.15 1.80 VARIABLE 0.40 (SEE DETAIL) SECTION & GUTTER DETAIL CURB W/ STREET CURB COORDINATE SHAPE OF .15 .11 .75 VARIABLE OF LESS THAN 0.75 M. CRADLE FOR COVER 105 KG/CM CONC. SAND CUSHION 50mm THK. CONC. COVER 75mm THK. REINF. LEVEL NORMAL GUTTER DETAIL OF STREET INLET & STREET INLET-CATCH BASIN P:\library\mpi-std lmb LM-062.dwg DETAIL OF DRAINAGE JUNCTION BOX & CATCH BASIN REINF. CONC. COVER 16mm U LIFTING HANDLE W/ 10mmd BARS @ REFER TO ARCHITECT'S DETAIL FOR FLOOR FINISH 10mmd @ 0.10 O.C.,E.W. PLATES @ EDGES STAINLESS STEEL METAL CEMENT MORTAR DRAIN-CATCH BASIN HALF SECTION OF JUNCTION BOX HALF SECTION OF O.C., BOTHWAYS 10mmd BARS @ 0.20 0.60 MIN. 0.10 O.C., E.W. P:\library\mpi-std lmb LM-090.dwg OUTLINE OF SEPTIC TANK EXPOSED CONCRETE CURB AROUND MANHOLE COVERS DOUBLE SEALED 610x460mm C.I. MANHOLE COVERS 4No.s (SEALED WITH WATER REPELLENT GREASE) SEPTIC TANK PLAN P:\library\mpi-std\civil\S-CW-033.dwg FALL FALL INLET FALL OUTLET FALL H J C 100 B N A SLUGE REMOVAL CHAMBER 75mmd C.I. VENT PIPE TO BE CARRIED TO ABOVE ROOF OF ADJACENT BUILDING C.I. MANHOLE COVER ABOVE STEP IRONS PIT FOR SLUDGE REMOVABLE BUCKET 6x190mm W.I. PLATE SLUICE VALVE N E N 150mmd C.I. PIPE CHANNEL FALL 1:10 150mm H.R. DIA. 100mm R.C. BAFFLE WALL 150mmd C.I. PIPE GLAZED EARTHEN WARE GULLY TRAP KITCHEN SINK & BATH WATER ETC. CONNECTED TO OUTLET CHAMBER OF SEPTIC TANK IF ANY 75mmd C.I. F.A.I. C.I. STEP IRONS AT 300mm C/C FIRST CHAMBER SECOND CHAMBER SECTIONAL PLAN OF SEPTIC TANK (TYPE-A) P:\library\mpi-std\civil\S-CW-034.dwg INLET OUTLET 300 F G 225 FALL HOLE TO SLUDGE REMOVAL CHAMBER CHANNEL FALL 1:10 150mm H.R. DIA. SOIL FROM DISCONNECTING CHAMBER K 100 L 300 N D N GLAZED EARTHEN- WARE TRAP WITH INSPECTION CAP C.I. MANHOLE COVER GROUND LEVEL 150mm R.C. TOP SLAB C.I. MANHOLE COVER C.I. STEPS AT 300mm OC. 150mmd C.I. PIPE 100mm R.C. BAFFLE WALL 75mmd C.I. V.P. 150mmd C.I. PIPE CEMENT RENDERING TO ALL FACES OF TANK WATER LEVEL 300 LONGITUDINAL PLAN OF SEPTIC TANK (TYPE-A) P:\library\mpi-std\civil\S-CW-035.dwg CHANNEL FALL 1:10 HANDLE OF SLUICE VALVE GLAV. M.S. HOLDER BATS AT 750mm C/C 6mmx190mm G.M.S. OR STEEL PLATE BENT TO SHAPE TO RETAIN SLUICE VALVE PIT FOR SLUDGE REMOVAL BUCKET GROUND LEVEL C.I. MANHOLE COVER P:\library\mpi-std\civil\S-CW-036.dwg CROSS SECTION OF SEPTIC TANK 150 L 150 L1 150 LT = L + L1 + 450 500 MANHOLE COVER 400 50 50 150 W 150 W + 300 2-16d DIAGONAL BARS (TYP.) 100/150 THK. TOP SLAB LINE OF 150 THK. CHB WALL (ALL AROUND) 110d PVC OUTLET PIPE OUTLET PIPE 110d PVC 10mmd BARS AT 150mm O.C. LONGITUDINAL BARS 10mmd AT 150 TRANSVERSE BARS CO CO CO SECTIONAL PLAN OF SEPTIC TANK (TYPE-B) P:\library\mpi-std\civil\S-CW-037.dwg LT = L + L1 + 450 150 L1 150 L 150 D + (300 + t) D 100 300 t DIGESTION CHAMBER 450 150 LEACHING CHAMBER SLUDGE 110d PVC SANITARY TEE 10mmd AT 600 HOR. BARS CI LADDER RUNGS AT 400 OC. 3-10d BARS W/ 10mm TEMP. BARS AT 300mm 12mmd BAR HANDLE W/ 6mmx150mmx175mm FLAT BAR 10mmd AT 300 LONGITUDINAL BARS 10mmd AT 300 100mm THK. SLOPE 1:10 110mmd PVC INLET PIPE AIR SPACE WATER LEVEL 100 50 350 110mmd PVC OUTLET TO NEAREST STREET DRAINAGE MANHOLE TOP OF SLAB OR FGL TOP OF SLAB 10d AT 150mmd TRANSVERSE BAR 10mmd AT 150mmd LONGITUDINAL BAR RC MANHOLE COVER W/ LIFT HANDLE SEE DETAIL "A" CO CO (100M MIN.) 150mm THK. CHB WALL VERT. BARS 10mmd AT 600 BOTTOM SLAB TRANSVERSE BARS DET "A" LONGITUDINAL PLAN OF SEPTIC TANK (TYPE-B) P:\library\mpi-std\civil\S-CW-038.dwg SEPTIC TANK PLAN P:\library\mpi-std\civil lumb\S-PL-01A.dwg 2 LEACHING CHAMBER CHAMBER LEACHING DIGESTION CHAMBER AIR SPACE MANHOLE SPACE AIR CHAMBER DIGESTION 4" THK CHB 9mm d REBARS SECTION OF SEPTIC TANK P:\library\mpi-std\civil lumb\S-PL-01B.dwg SEPTIC TANK DETAIL P:\library\mpi-std\civil\S-CW-22A.dwg 1-16mm d DIAGONAL 100mm THK TOP SLAB LINE OF 150mm THK CHB WALL (ALL AROUND) BARS (TYP) 1000 160mm d PVC OUTLET PIPE P L A N 22B MANHOLE OPENING CO L 500 C CO 500 MANHOLE OPENING C L CO 110mm d PVC INLET BARS @ 200 OC BARS @ 200 OC d10mm TEMP d12mm BOT 100 MANHOLE COVER 1000 600 600 MANHOLE COVER 2000 SEPTIC TANK DETAIL P:\library\mpi-std\civil\S-CW-22B.dwg 100mm THK BOTTOM SLAB SANITARY TEE 110mm d PVC @ 200 OC @ 200 0C CONNECT TO NEAREST MANHOLE STREET DRAINAGE OUTLET PIPE 160mm d PVC CO 350 300 AIR SPACE 100mm THK TOP SLAB WS 100 300 3400 d12mm BOT BARS (1000 MIN) 1000 150 100 d10mm TEMP BARS W/ U-LIFT HANDLES RC MANHOLE COVER 2000 150 DIGESTION CHAMBER CHB WALL 100mm THK SECTION CHB WALL 150mm THK SLOPE 1:10 d12mm BARS @ 300 OC LEACHING CHAMBER d10mm @ 600 OC HOR BARS VERT BARS d12mm @ 600 OC SLOPE 1:10 SLUDGE 100 2000 1500 P L A N 4.05 0.15 0.15 1.20 INLET 100MMd CIP COVER WITH LIFT HANDLE 0.075 THK. PRECAST CONCRETE C.O. C.O. OUTLET 100MMd CIP 0.15 2 1.50 0.15 0.15 2.40 1.20 MANHOLE 0.50X0.50 COVER WITH LIFT HANDLE 0.075 THK. PRECAST CONCRETE INLET 100MMd CIP STRAP SUPPORT 6MMx38MM CI S E C T I O N 0.15 (MIN.) 0.30 2.10 1.50 0.15 0.10 0.075 ( TYP. ) 0.40 0.10 C.O C.O CHAMBER DIGESTION CHAMBER LEACHING OUTLET 100MMd CIP FIN. GRD. LINE C.O 0.075 0.50X0.50 MANHOLE 1.20 2.40 0.15 0.15 0.15 4.05 SLOPE SLOPE 0.30 SEPTIC TANK P:\library\mpi-std lmb LM-065.dwg 675 G 887.5 775 K ONE OR ONE-HALF THE METRIC SIZE BRICKS. THE ABOVE DIMENSIONS ARE IN MULTIPLES OF NOTE 235 L 280 2250 1200 675 J I H 787.5 2700 1725 787.5 2212.5 1912.5 1687.5 2475 F E D C 2437.5 2137.5 1912.5 2925 2700 3000 3600 LITRES CAPACITY TANK DIMENSIONS FOR B A 3150 3450 CAPACITY TANK 7200 LITRES DIMENSIONS FOR TEMPORARY SEPTIC TANK PLAN C-C D E F B A B C A COMPARTMENT FIRST COMPARTMENT SECOND A 150mm DIA PIPE ALTERNATIVE INLET INLET B OUTLET TO ROADSIDE DRAIN OR ROADSIDE DRAIN IN THE VICINITY WHERE THERE IS NO PROPER DISTRIBUTION CHAMBER 150mm DIA PIPE ALTERNATIVE OUTLET TEMPORARY SEPTIC TANK DETAIL P:\library\mpi-std\san\SAN-023.dwg 75 SECTION A-A \A1;230 \A1;150 \A1;150 75 \A1;300 T.W.L. \A1;VARIES C TEE JOINT 150mm DIA. \A1;G \A1;K GROUND LEVEL \A1;300 TWO LAYERS B.S. FABRICS A393 TOP AND TWO LAYERS B.S. FABRICS A393 BOTTOM (B.S. 4483) 16mm DIA. BARS AT 180mm C/C BOTHWAYS OR CEMENT MORTAR FILLET CLASS 'A' CONCRETE BY SUPERINTENDING OFFICER 15mm THK. CEMENT MORTAR IF REQUIRED 225mm THK. BRICKWALL 75 75 115mm THK. BRICKWALL 150mm DIA TEE JOINT & PLUG OUTLET 225mm THK. BRICKWALL IF HEIGHT IS GREATER THAN 1500mm 75 T.W.L. C MIN. 115mm THK. BRICKWALL \A1;H 30 50 TEMPORARY SEPTIC TANK DETAIL P:\library\mpi-std\san\SAN-024.dwg 76d HOT DIPPED G.I. HOLDER BAT FOR CABLE 100d G.I. CONDUIT FOR CABLES PIT COVER ABOVE 600 x 800 C.I. PUMP (ONE DUTY, ONE TWO SUBMERSIBLE SUMP STAND-BY) 150 d C.I.S. & W.P STAINLESS STEEL CAT LADDER PLASTIC BOARD FOR LEVEL REGULATOR G.I. CABLE RACK SECTION PLAN X G.I. CABLE RACK FOR WATER 6mm th x 50mm W HOT DIPPED LEVEL REGULATOR SECTION 'X' 'X' PUMP POWER CABLE HIGH LEVEL ALARM DUTY PUMP CUT-IN 12mmth. CEMENT RENDERING TO WALLS SUBMERSIBLE WATER ALL PUMP CUT-OUT SUBMERSED WATER PUMP LEVEL REGULATOR LEAN CONCRETE HOT DIPPED G.I. LIFTING CHAIN FUNCTION OF LEVEL REGULATOR WITH ENGRAVED LETER SHOWING EACH 6mm th x 150mm L. PLASTIC BOARD C.I. DOUBLE SEAL MEDIUM DUTY OF 600 X 800 PIT COVER PUMP DISCHARGE 100d DUCTILE IRON GATE STOP VALVE SLIDING GUIDE RAIL STAINLESS STEEL TUBE ANTI-VIBRATOR W=1.20 FLEXIBLE CONNECTION DETAIL OF SUMP PIT P:\library\mpi-std lmb LM-066.dwg TWO SUBMERSIBLE SUMP PUMP (ONE DUTY, ONE HOLDER BAT FOR CABLE 76d HOT DIPPED G.I. 100d G.I. CONDUIT FOR CABLES WITH ENGRAVED LETER SHOWING EACH 6mm th x 150mm L. PLASTIC BOARD FUNCTION OF LEVEL REGULATOR 150 d C.I.S. & W.P LEVEL REGULATOR HIGH LEVEL ALARM DUTY PUMP CUT-IN RENDERING TO WALLS SUBMERSIBLE WATER ALL PUMP CUT-OUT 12mmth. CEMENT LEVEL REGULATOR SUBMERSED WATER 6mm th x 50mm W HOT DIPPED G.I. CABLE RACK FOR WATER PUMP POWER CABLE PUMP PIT COVER ABOVE 600 x 800 C.I. STAND-BY) SECTION 'X' 'X' CHAIN LEAN CONCRETE STAINLESS STEEL TUBE SLIDING GUIDE RAIL HOT DIPPED G.I. LIFTING OF 600 X 800 PIT COVER NON-RETURN VALVE ANTI-VIBRATOR FLEXIBLE CONNECTION C.I. DOUBLE SEAL MEDIUM DUTY SECTION PLAN GATE STOP VALVE PUMP DISCHARGE 100d DUCTILE IRON G.I. CABLE RACK PLASTIC BOARD FOR LEVEL REGULATOR STAINLESS STEEL CAT LADDER W=1.20 X DETAIL OF SUMP PIT P:\library\mpi-std\san\SAN-014.dwg CHAMBER CHANNEL MIN. 600 600 MAX. VARIES SLOPE 1:6 . . . . . . . . . . 225 THK . . d100 MAIN . . . . . . . . . . . . . . . . . . . . . . . . . . CONCRETE GRADE 20A . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . FROM 1ST STOREY DISCHARGE PIPE d150 WASTE . . . . . . . . . . . OPENING 900 X 700 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . TO INSPECTION . . . . . . . . . . . . . 150 THK CONCRETE CONCRETE BENCHING REINFORCED OR (SLOPE 1:75) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . RC SLABS OR CHEQUERED PLATES (MIN. 6mm) SUSPENDED CONCRETE SUMP WITH GULLY TRAP P:\library\mpi-std\san\SAN-014.dwg 76d HOT DIPPED G.I. HOLDER BAT FOR CABLE 100d G.I. CONDUIT FOR CABLES PIT COVER ABOVE 600 x 800 C.I. PUMP (ONE DUTY, ONE TWO SUBMERSIBLE SUMP STAND-BY) 150 d C.I.S. & W.P STAINLESS STEEL CAT LADDER PLASTIC BOARD FOR LEVEL REGULATOR G.I. CABLE RACK SECTION PLAN X SECTION 'X' 'X' PUMP POWER CABLE HIGH LEVEL ALARM DUTY PUMP CUT-IN 12mmth. CEMENT RENDERING TO WALLS SUBMERSIBLE WATER ALL PUMP CUT-OUT SUBMERSED WATER PUMP LEVEL REGULATOR LEAN CONCRETE HOT DIPPED G.I. LIFTING CHAIN C.I. DOUBLE SEAL MEDIUM DUTY OF 600 X 800 PIT COVER PUMP DISCHARGE 100d DUCTILE IRON GATE STOP VALVE SLIDING GUIDE RAIL STAINLESS STEEL TUBE NON-RETURN VALVE ANTI-VIBRATOR 1.50 FLEXIBLE CONNECTION 1.90 1.50 1.35 0.30 0.15 0.10 0.20 0.30 0.30 LOWEST WASTE INLET ALARM PUMP 2 ON PUMP OFF PUMP 1 ON I.E. 46.05 G.I. CABLE RACK FOR WATER 6mm th x 50mm W HOT DIPPED LEVEL REGULATOR FUNCTION OF LEVEL REGULATOR WITH ENGRAVED LETER SHOWING EACH 6mm th x 150mm L. PLASTIC BOARD DETAIL OF SEWAGE PIT P:\library\mpi-std lmb LM-067.dwg S E C T I O N P L A N ON FLOOR ACCESS MANHOLE DETAIL SAFETY HASP WELDED TO MH COVER WELDED TO PLATE 16mmd BAR HANDLE SAFETY LOCK PLATE COVER (PAINTED) 6mm THK. STEEL 100x100x6mm THK. STIFFENER FOR < BAR W/ BENT ROD OF SLAB BOTTOM LINE EVERY 300 O.C. ACCESS OPENING HINGES WELDED TO MH COVER W/ 3- 6mm EXPANSION SHIELD BOLT D2 P4-02 TO MH COVER W/ HINGES WELDED SHIELD BOLT 50x50x6mm THK. COVER PLATE STEEL < WELDED TO 3-6mm EXPANSION PLATE COVER 16mm THK. STEEL 25mm THK. SOFTBOARD (CELOTEX) SECTION B-B OR OTHER APPROVED MATERIAL CONCRETE GRADE 25A CONCRETE GRADE 7 75 \A1;L ENGINEERING BRICKWALL RENDERED GRANOLITHIC CONCRETE BENCHING A EXTERNALLY WITH 25mm THK. CEMENT MORTAR APPLIED IN TWO COATS OR CONCRETE GRADE 25A \A1;<1D (MIN.300) OR CAST-IN-SITU CONCRETE SLAB GRADE 25A REINFORCED PRECAST MIN. 1.5mm THK. APPROVED PVC LINING OR EQUIVALENT 225mm THK. ENGINEERING BRICKWALL (SEE NOTES ON MANHOLES NO. 7 & 8) HEAVY DUTY ON ROADS, DRIVEWAYS, ETC. MEDIUM DUTY IN GARDEN AND GRASSLANDS, CAST IRON FRAME AND COVER GROUND LEVEL D L \A1;N A 650 X 650 600 X 600 300 MAX BRICK / IN-SITU CONCRETE SHALLOW MANHOLE PLAN A-A DIMENSIONS OF SHALLOW MANHOLE 150 130 130 M * CONCRETE ONLY TO BE USED FOR THESE MANHOLES 750, 825, 900 525, 600, 675 300, 375, 450 * * * * D * * 1500 300 300 1275 1800 1500 225 1050 1350 L K J REINFORCEMENT OF SLAB 20 AT 150 C/C 20 AT 150 C/C 20 AT 150 C/C 225 225 2000 3000 1800 2800 180 1600 2500 MIN. MAX. THICKNESS 16 AT 150 C/C 16 AT 150 C/C 16 AT 150 C/C ELSEWHERE ON ROADS N R.C. SLAB DETAILS B \A1;650 FLOW \A1;<1D (MIN.300) B \A1;650 SECTION D-D CONCRETE GRADE 7 BENCHING BOARD (CELOTEX) OR 25mm THK. SOFT GRANOLITHIC CONCRETE OTHER APPROVED MATERIAL 300 \A1;75 75 150 OR 225 IN-SITU CONCRETE DEEP MANHOLE PLAN C-C 300mm GRADE 25A IN-SITU CONCRETE C PVC LINING OR EQUIVALENT MIN. 1.5mm THK.APPROVED GRADE 25A R.C. SLAB (SEE DETAIL) \A1;300 800x800 BRICKWORK RENDERED TWO COATS EXTERNALLY 225mm CONCRETE GRADE 25A OR ENGINEERING (SEE NOTES ON MANHOLES NO. 5 & 6 ) HEAVY DUTY ON ROADS, DRIVEWAYS, ETC. MEDIUM DUTY IN GRASSLANDS AND GARDEN CAST IRON FRAME AND COVER GROUND LEVEL 750x750 600x600 C MIN. 2500 225 MAX. 6000 MAX.3000 MAX. 450 D \A1;300 \A1;1100 \A1;300 \A1;300 \A1;1100 \A1;300 D SECTION 0.075 0.075 PLAN PADLOCK PADLOCK WELDED HINGE GASKET RUBBERIZED 0.10 10mmd BARS 0.10 O.C., B.W. 16mmd U-LIFTING HANDLE 13mm d CIRCUMFERENTIAL BARS HALF SECTION PLAN HALF PLAN 140 KG/CM CONC. GROUT PRECAST CONC. COVER ON C.I. FRAME 0.48 PRECAST CONC. CONCENTRIC TAPER SECTION 0.75 0.55 0.15 0.15 0.15 .015 .09 FIN. GRD. LINE 3-13mmd REINF,RINGS W/ 6mmd @ 0.15 O.C. CAST IRON FRAME 2 SECTION SECTION NTS (m) 0.90 SIZE MH 1.20 0.60 0.76 A B 0.65 0.81 SIMILAR TO METMA MODEL SIMILAR TO METMA MODEL M-509-D OR APPROVED EQUAL M-509-A OR APPROVED EQUAL C 0.87 1.03 D 0.19 0.19 DIMENSION (m) 0.11 0.11 E 0.08 0.08 F REMARKS PLAN NTS METMA MANHOLE FRAME & COVER P:\library\mpi-std lmb LM-015.dwg PLAN OF STANDARD DEEP PRECAST CONCRETE MANHOLE A FLOW SQUARE BASE TO BE USED WHERE PILING IS REQUIRED B B A P:\library\mpi-std\san\SAN-027.dwg P:\library\mpi-std\san\SAN-028.dwg CHAMBER RINGS IN MULTIPLES OF < 1D (MIN.300) 75mm THK. GRADE 7 FLOW SECTION A-A OF \A1;350 INVERT LEVEL CONCRETE SEALING COAT GRADE 25A CONCRETE RUBBER RING 50 \A1;M 600, 900 & 1500 MAXIMUM 5000 MINIMUM 2700 225 350 GRANOLITHIC CONCRETE BENCHING OR OTHER APPROVED MATERIAL 25mm THK. SOFT BOARD (CELOTEX) STEEL FABRIC B.S. A393 RENDERED TWO COATS EXTERNALLY \A1;MAXIMUM 4800 MINIMUM 2700 600, 900 & 1500 CHAMBER RINGS IN MULTIPLES OF \A1;450 500 500 650 SQUARE GRADE 25A CONCRETE PRECAST R.C. INTERMEDIATE PLATFORM PVC LINING OR EQUIVALENT MIN. 1.5mm THK. APPROVED 150mm THK. GRADE 20A STANDARD ANODISED ALUMINIUM ALLOY SAFETY CHAIN AND HANDRAIL CONCRETE SURROUND JOINTS MADE AND NEATLY POINTED IN CEMENT MORTAR CONSTRUCTION JOINT GRADE 25A PRECAST R.C. SLAB MIN. 1.5mm THK. APPROVED PVC LINING OR EQUIVALENT WITH CEMENT MORTAR 450 & 525 600 & 675 750 & 825 900 & 975 MAX. 450 600 SQUARE GROUND LEVEL 1800 1800 1800 1800 150 150 130 130 150 & 225 300 & 375 D 1500 75 1500 130 DC M STANDARD HEAVY OR MEDIUM DUTY MANHOLE FRAME AND COVER 225mm THK. ENGINEERING BRICKWORK SECTION B-B OF GROUND LEVEL CHAMBER RINGS IN MULTIPLES 600, 900 & 1500 450 MAXIMUM 10650 MINIMUM 6000 CHAMBER RINGS IN MULTIPLES OF 600, 900 & 1500 MAX. 450 200 GRANOLITHIC CONCRETE BENCHING STAINLESS STEEL SAFETY CHAIN OR MULTI STRAND POLY-PROPYLENE NYLON ROPE \A1;D GRADE 25A CONCRETE PRECAST R.C. INTERMEDIATE PLATFORM PVC LINING OR EQUIVALENT STEEL FABRIC B.S. A393 MIN. 1.5mm THK. APPROVED JOINTS MADE AND NEATLY POINTED IN CEMENT MORTAR CONSTRUCTION JOINT 150mm THK. GRADE 20A CONCRETE SURROUND STANDARD ANODISED ALUMINIUM ALLOY SAFETY CHAIN AND HANDRAIL \A1;750 STANDARD HEAVY OR MEDIUM DUTY MANHOLE FRAME AND COVER 225mm THK. ENGINEERING BRICKWORK RENDERED TWO COATS EXTERNALLY WITH CEMENT MORTAR GRADE 25A PRECAST R.C. SLAB MIN. 1.5mm THK. APPROVED PVC LINING OR EQUIVALENT 650 SQUARE 600 SQUARE SECTION D-D CONCRETE GRADE 7 CONCRETE GRADE 25A CONCRETE BENCHING GRANOLITHIC APPROVED MATERIAL 25mm THK. SOFT BOARD (CELOTEX) OR OTHER <1D 150 (MIN.300) JOINTS MADE & NEATLY POINTED MIN. 1.5mm THK. APPROVED PVC LINING OR EQUIVALENT IN CEMENT MORTAR \A1;P \A1;75 \A1;M \A1;D DC CHAMBER RINGS IN MULTIPLES OF 600, 900 & 1500 \A1;P 225 \A1;Q PLAN C-C DIMENSIONS OF PRECAST CONCRETE MANHOLE GRADE 20A CONCRETE SURROUND C MEDIUM DUTY IN GARDEN AND GRASSLANDS, CAST IRON FRAME AND COVER HEAVY DUTY ON ROADS, DRIVEWAYS, ETC. (SEE NOTES ON MANHOLES NO. 7 & 8) 900 & 975 750 & 825 600 & 675 450 & 525 D 300 & 375 450 MAX 650 X 650 C 600 X 600 GROUND LEVEL 130 6000 6000 6000 6000 2600 2400 2200 2100 1800 1500 1350 1200 150 150 130 300 300 300 300 MIN. DC M P Q MAX. 6000 2000 1050 130 300 D D WHERE PILING IS REQUIRED SQUARE BASE TO BE USED O.C. VERTICAL BARS C.I. FRAME & COVER BENCH BENCH GUTTER INLET PIPE A2 SE25 LADDER RUNG ENTRANCE OUTLET PIPE 25mm CEMENT MORTAR FIN. IN OPEN GUTTER INLET PIPE O.C. B.W. 12mmd @ 200mm OUTLET PIPE BRICK OR TOP OF BENCH @ CROWN OF CONC. FILL PIPE @ 300mm O.C. GROUT (TYP.) LADDER RUNG FINISHED GRADE 12mmd @ 200mm O.C. HOR. BARS ROUNDED 12mmd @ 200mm 12 3 (TRAFFIC TYPE) GUTTER BENCH P L A N N S T 0.15 THK PRE-CAST CONC. WALL FLOW PVC SEWER LINE (WHERE IT OCCURS) (WHERE IT OCCURS) PVC SEWER LINE (WHERE IT OCCURS) PVC SEWER LINE FLOW 0.20 VARIES 1.20 0.20 0.10 0.15 1.20 0.10 0.15 1.20 0.30 (TYP.) (TYP.) 0.30 FINISHED GRADE GROUT 0.15 THK PRE-CAST CONCRETE d 12 @ 0.25 BW PVC SEWER LINE (WHERE IT OCCURS) CONCRETE BENCH PVC SEWER LINE (WHERE IT OCCURS) FLOW d 16 GALVANIZED IRON MANHOLE STEPS @ 0.30 O.C. PVC SEWER LINE (WHERE IT OCCURS) FLOW ROUNDED ENTRANCE T S N SECTION 200 REFER BRANCHING TABLE 200 200 200 800 BRANCH DRAINS REFER TO DRAINAGE LAYOUT BRANCH DRAINS 550 1000 MAX. 225 550 20d M.S. ROD @ 225 C/C BOTHWAYS BRANCH DRAIN 15 CEM. RENDERING TO CONC. BENCHING AND CHANNEL 1:2 LONGITUDINAL SECTION CROSS SECTION PLAN 200 REFER BRANCHING TABLE 200 200 200 D + 300 BRANCH DRAINS 550 1000 MAX. 225 550 20d M.S. ROD @ 225 C/C BOTHWAYS BRANCH DRAIN 15 CEM. RENDERING TO CONC. BENCHING AND CHANNEL 1:2 LONGITUDINAL SECTION CROSS SECTION PLAN MIN. 800 200 1350 MIN. 200 200 200 1350 MIN. 550 3000 MAX 225 LONGITUDINAL SECTION CROSS SECTION PLAN FALL 1:2 BRANCHING DRAIN AS APPROPRIATE 225 200 150 550 STEP IRON 15 CEMENT RENDERING TO CONC. BENCHING C.I. DROP BRANCH DRAIN AS APPROPRIATE BRANCH DRAIN 15 CEM. RENDERING TO CONC. BENCHING AND CHANNEL 1:2 20d M.S. ROD @ 225 C/C BOTHWAY 200 1350 MIN. 200 200 200 1350 MIN. 550 OVER 3000 225 LONGITUDINAL SECTION CROSS SECTION PLAN 225 1800 FLOW 127x76x13.36 KG R.S.J. 20d M.S. ROD AT 225 C/C BOTHWAYS C.I. STEPIRONS AT 300 C/C STAGGERED 75 1800 225 225 OVER 3000 550 200 750 200 750 200 750 200 CONNECTION OF R.S.J. DETAIL FOR M.S.ANGLE CLEAT 150x150x12mm THICK WITH WASHERS 16mmd BOLTS & NUTS 150 EQUAL 55 127 70 55 EQUAL EQUAL 55 150 150 MANHOLE DETAIL (TYPE-D) P:\library\mpi-std lmb LM-051.dwg \A1;140 2 ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE ALL BOLTS AND NUTS SHALL BE OF STAINLESS STEEL. 3 STATED. MANHOLE COVER AND FRAME SHALL IN GENERAL COMPLY SECTION A-A WITH S.S 30:1971 (REVISED). 1 NOTES 600 x 600 OPENING PLAN MAX 3 2 625 +/- 2 (HALF COVER REMOVED) \A1;210 A E W PRISING SLOT B KEY HOLE BOLTS & NUTS BY 16mm DIA HEXAGONAL HEAD COVERS TO BE LOOSELY COUPLED 19mm DIA CORE HOLES IN COVERS. A TO BE MACHINED FLAT SUPPORTS AT 4 CORNERS B \A1;800 MANHOLE FRAME & COVER ( SEE DETAIL ) PRECAST CONC. ECCENTRIC TAPER SECTION (REINF. NOT SHOWN) LADDER RUNGS @ 0.40 O.C. (SEE DETAIL) 140KG/CM CONC. GROUT 0.05 LADDER RUNGS CONC. PAD PRECAST CONC. BARREL SECTION 0.25 ADJUSTMENT HEIGHT BRICKS FOR PRECAST CONC. ECCENTRIC TAPER SECTION P L A N VARIABLE FOR DRAINAGE MANHOLE ONLY 0.20 0.45 0.05 0.20 SECTION 1.00 ADJUSTMENT BRICKS FOR HEIGHT 0.25 0.60 MAX 0.10 0.60 e 0.15 LADDER RUNG EMBEDDED DETAIL OF PORTION REINF. W/ 13MM d BARS 0.05 O.15 @ 0.15 O.C., B.W. 140 KG/CM CONC. PAD HAND SHAPED CONC. CHANNEL FLOW STANDARD PIPES STARTER PIPE CONNECTOR PIPE AND STANDARD PIPES 600(MIN) - 750(MAX) STARTER PIPE COUPLING BUILT-IN TO MANHOLE REINFORCED CONCRETE CHAMBER RINGS 1500 INTERNAL DIAMETER PRE-CAST CONNECTOR PIPE AND COUPLING BUIL-IN TO MANHOLE STARTER PIPE STANDARD PIPES MIN. FLOW MIN. MIN. COUPLING (MIN) \A1;200 STAINLESS STELL LADDER 25 MPa MASS CONCRETE BENCHING 25MPa MASS CONCRETE SURROUND (MIN) (MIN) COUPLING FLOW C L COUPLING CT206 A L C TYPICAL MANHOLE TYPE II PLAN AT BENCHING LEVEL P:\library\mpi-std lmb LM-116.dwg FLOW LADDER CONCRETE BENCHING CONCRETE SURROUND LEAN CONCRETE REINFORCED CONCRETE CHAMBER RINGS COUPLING BUIL-IN TO MANHOLE FLOW STARTER PIPE STANDARD PIPES (MIN) \A1;200 (MIN) STARTER PIPE STANDARD PIPES CONNECTOR PIPE AND FLOW L C CT206 B STARTER PIPE STANDARD PIPES 1500 INSIDE DIAMETER PRE-CAST COUPLING BUILT-IN TO MANHOLE CONNECTOR PIPE AND L C CONC. MORTAR 10MM U-BOLT & DRAINAGE MANHOLE FOR JUNCTION BOX INLET PIPE (WITH NUTS) LIFT HANDLE 10mm U-BOLT OUTLET PIPE INLET PIPE LIFT HANDLE WITH NUTS (TRAFFIC-TYPE) WITH LIFT HANDLE REINF. CONC. COVER @ 200 B.W d12 BAR OUTLET PIPE d10 HOR. BARS @ 200 O.C. 9-d12 VERT. BARS BOX & DRAINAGE FOR JUNCTION MANHOLE P L A N SECTION 1200(MIN) 100 100 1200 MIN. 25 25 VARIES 0.10 100 100 1200 (MIN) ELEVATION 0.75 0.10 MENT (WHERE IT OCCURS) LINE OF CONC. PAVE- CONC. COVER 0.60 0.40 0.10 @ 0.17 O.C. BOTHWAYS 12 MM d BARS CHANNEL 12 d BARS @ 0.20 O.C BOTHWAYS HANDLE SHAPE LIFT HANDLE 1100 1300 900 800 600 3 2 1 4 5 LENGTH ON ONE SIDE NO. OF 150mm PIPES SCHEDULE OF DIMENSION 600 PLAN 100 100 L 200 400 100 O.C. BOTHWAYS 12 mm DIA. BARS @ 0.20 100 4 3 2 6 7 NO. OF 100mm PIPES ON ONE SIDE CONC. COVER MENT (WHERE IT OCCURS) LINE OF CONC. PAVE- LIFT HANDLE @ 0.17 O.C. BOTHWAYS 12 MM d BARS CHANNEL HANDLE SHAPE O.C BOTHWAYS 12 d BARS @ 0.20 0.75 0.10 0.10 0.40 0.60 0.10 0.10 0.60 0.40 0.10 0.10 0.40 0.60 O.C. BOTHWAYS 12 mm DIA. BARS @ 0.20 ELEVATION P L A N WATER LEVEL 450 C.I.M.H. COVERS (DOUBLE SEAL HEAVY DUTY) 300 MIN. 300 150 600 MIN. 150 450 MIN. 450 MIN. 1050 900 150 150 150 MIN. MIN. MIN. STEP IRON AT 300 C/C C.I. PIPE d 100 C.I. PIPE d 100 C.I. PIPE d 100 MIN. MIN. MIN. 150 150 150 900 1050 900 150 MIN. 150 MIN. CLEAR OPENING 450x450 MIN. VENT PIPE PLAN SECTION 1.00 M REMOVABLE MAXIMUM GRATINGS P L A N 31B 0.10 6mm X 68mm FLAT BAR STIFFENER 75mm X 75mmX6mm FLAT BAR FRAME 68mm X 6mm THK SUPPORT 0.10 31C TRENCH DRAIN 0.10 100mmd 0.30 68mm X 6mm THK FLAT BAR GRATINGS WELDED TO FRAME @ 38mm OC WELDED TO FRAME MAXIMUM GRATINGS 1.00 M REMOVABLE S E C T I O N 68mm X 6mm THK FLAT BAR FRAME 0.10 0.10 0.30 @ 38mm OC BOTTOM OF CONCRETE CANAL TRENCH DRAIN 100mmd FLAT BAR GRATINGS 68mm X 6mm THK EXPANSION JOINT (PEJ) 12mm THK PRE-FORMED @ 38mm OC FLAT BAR GRATINGS 68mm X 6mm THK CONCRETE PAVEMENT d10mm @ 0.15m OC d12mm @ 0.15m OC d12mm @ 0.15m OC 0.30 0.10 0.10 CANAL BOTTOM OF DETAIL 31D SEE S E C T I O N d12mm @ 0.15m M.O.C. d12mm @ 0.15m M.O.C. FLAT BAR GRATINGS 68mm X 6mm THK 68mm X 6mm THK FRAME FLAT BAR @ 38mm OC WELDED 6mm CLEAR D E T A I L 0.075 0.05 d10 ANCHOR ROD @ 0.30 M.O.C. CONCRETE OPEN CANAL DETAILS P:\library\mpi-std\civil lumb\S-PL-31(A-D).dwg FLOOR GRID NO. TRENCH W WIDTH OF TRENCH L LENGTH OF TRENCH D DEPTH OF DRAIN SECONDARY 1 0.30 0.30 Z-508 2.0 2 0.30 0.30 Z-508 2.7 3 0.30 0.30 Z-508 4.0 GREASE TRAP NO. FIG.NO. RATE FLOW GPM (LBS) CAP GREASE OUTLET AND INLET SIZE FLUG C.O. 1 8450 75 150 100 75 A G B C D ROUGHING DIMENSIONS HEIGHT WIDTH E F H 546 394 1251 940 832 BODY DIMENSIONS G B A C B E AIR RELIEF NEOPRENE GASKET ANCHOR FLANGE WITH CLAMP FOR WATERPROOF MEMBRANE FLASHING NON SKID COVER RECESSED LIFT RING WIDTH F-BODY FIN. FLOOR LINE WATER LINE STATIC REMOVABLE BAFFLES OUTLET EXTENSION AS REQUIRED INLET A ELEVATION ELEVATION VRD COVER TO EXTEND 1" ALL AROUND FRAME 4" TO ABOVE GROUND VENT 5" TO SANITARY SEWER OUTLET INV. OIL SEPARATOR- 100 GAL. INTEGRAL STORAGE TANK 4" TO ABOVE GROUND VENT 5" TO SANITARY SEWER 4" VENT 4" VENT A A TYPICAL OIL SEPARATOR DETAIL 5" FROM 4" INDUS- TRIAL WASTE LINE INLET INV. SLEEVED & SEALED INLET INV. 5" FROM 4" INDUS- TRIAL WASTE LINE PLAN VIEW SECTION A-A OUTLET INV. OIL SEPARATOR- 100 GAL. INTEGRAL STORAGE TANK N.T.S. ELEV. X.X ELEV. X.X ELEV. X.X ELEV. X.X Couvercle de recouvrement Terrain Séparateur à hydrocarbures SCIVOLOSO PERICOLO DI CADUTA PAVIMENTO DI CADUTA PERICOLO APPARECCHIATURE TENSIONE SOTTO SCIVOLOSO PERICOLO DI CADUTA PAVIMENTO PASSAGGIO VEICOLI ATTENZIONE MOVIMENTO CARRELLI IN ATTENZIONE CADUTA DALL'ALTO MATERIALI ATTENZIONE CON COMANDO A DISTANZA AD AVVIAMENTO AUTOMATICO ATTENZIONE MACCHINA AUTOMATICO AVVIAMENTO MACCHINE AD ATTENZIONE AI CARICHI SOSPESI USTIONE PERICOLO DI ATTENZIONE TRASPORTATORE IN MOVIMENTO NASTRO FOLGORAZIONE ATTENZIONE PERICOLO DI cartelli di avvertimento archweb.it ALLE MANI PERICOLO ATTENZIONE DWG web arch Fosses EU EP AS REQ'D PIPE FITTING BEARING AREA SHOWN IN TABLE PIPE PIPE DIA. + 6" MIN. CONCRETE THRUST BLOCK SCHEDULE MINIMUM AREA OF CONCRETE BEARING ON UNDISTURBED EARTH PIPE SIZE 4" 6" 8" BEARING AREA IN SQUARE FEET 2.0 3.5 1.0 4.5 10.0 2.0 6.3 12.0 3.0 3.5 7.5 1.8 90° ELL 22-1/2° TEE 45° ELL CONCRETE THRUST BLOCK DETAIL NO SCALE LOCATION OF THRUST BLOCKS NO SCALE CARRER PRINCIPAL E=1:20 AL FINAL DELS CARRERS PERPENDICULARS DETALL D'EMBORNAL TIPUS 1 DOBLE SITUAT 0 40 EMBORNAL DOBLE 0 30 EMBORNAL SIMPLE VORAVIA DE FUNDICIO 0,15 PERSPECTIVA 00,40 00,40 CARRER FINAL DEL B B A A C C SECCIO C-C' SECCIO B-B' SECCIO A-A' DETALL D'EMBORNAL TIPUS 1 DOBLE E=1:20 0.15 0.15 0.45 VARIABLE 0.15 0.15 1.00 0,50 0.45 0.40 BIGUETES PER SUPORTAR 7 TONES PER METRE. 0.75 0.15 0.15 1.05 0.15 VARIABLE 0,50 0.75 GAS VALVE AND VALVE BOX HEAD EXTENSION NEW LUBRICANT HIGH SEALANT PIPE GUIDE RING GAS COVER MARKED IRON VALVE BOX LOW TRAFFIC CAST FITTING BUTTONHEAD TYPE BOX SHAFT SLIP TWO PIECE VALVE 1.5" PIPE PLUG VALVE NEW LUBRICATED STRAPS RESTRAINING (18"X18"X6") BLOCK RESTRAINING CONCRETE 1/4" THICK 4-7/16" D 2-15/16" D N.T.S. MIN. 2-2 1/2" HOSE CONNECTIONS 1-4 1/2" PUMPER CONNECTION 7 CUBIC FEET OF CRUSHED ROCK GROUND LINE GROUND LINE THRUST BLOCK PROVIDE SAME AREA AS INDICATED IN TABLE FOR 6" TEE OR END 15"x15"x6" CONC. BLOCK ADJUSTABLE VALVE BOX C OF WATER MAIN 6" HYDRANT LEAD, SHUT OFF VALVE AND BOX L PROVIDE FOR PROPER DRAINAGE OF HYDRANT BARREL. KEEP WEEP HOLES OPEN * A =7'-0" FROM BACK OF PAVEMENT WHERE NO CURB EXISTS OR 4'-0" FROM BACK OF CURB. TYPICAL FIRE HYDRANT SETTING SEE SPECS. THRUST BLOCK PROVIDE SAME AREA AS INDICATED IN TABLE FOR 6" TEE OR END N.T.S. * A 48" MAX. 18"

Language	English
Drawing Type	Block
Category	Bathroom, Plumbing & Pipe Fittings
Additional Screenshots
File Type	dwg
Materials	Concrete, Glass, Plastic, Steel, Other
Measurement Units
Footprint Area
Building Features	Pool, Deck / Patio, Car Parking Lot, Garden / Park
Tags	anti, autocad, block, detalles, DWG, external, fire, imhoff, instalação sanitária, installation sanitaire, networks, post, sanitärinstallation, sanitary installation, storage, storm, water

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