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Home My WebLink About2032-7r. PIPE ZONE BACKFILL, 1" MAXIMUM TRENCH BOTTOM WIDTH MINIMUM FEET MAXIMUM,FEET) TRENCH BACKFILL, a" MAXIMUM 2.0 SIZE IN ACCORDANCE WITH BASIC z SIZE IN LAYERS NOT EXCEEDING 3.5 PIPELINE SPECIFICATIONS. _I 3' IN DEPTH IN ACCORDANCE 30 THRU 36 COMPACTED TO 90% RELATIVE ,Ij WITH BASIC PIPELINE SPECIFI- D (FEET) COMPACTION MINIMUM. z CATIONS. COMPACTED TO 90% 1 .•o. •4 VALVR DOX INSTALLATION PFR STANDARD DRAWIW, 14111. w RELATIVE COMPACTION MINIMUM. - - CLASS C (2000 P.S.I. , 4.5 SACK) CONCRETE 8 I V 1 2" SQ. OPERATING NUT 10 x u • 1 I"DIAMETER STECL EXTENTION I W GROUND SURFACE OD PAINT WITH PRIMER At=7 R F`ADRICATION, PROV159 2" CUT-TO•FIT. SHIP FIANCE'LOOSE.:.,' rt (IMPROVED OR UNIMPROVED) 2 4- 30 12 7"0.0, z 1/4" PLATE WITH 1 1/8" I�r FLAT WASHER (LOOSE ON TOP OF PLATE) -`12 W. W _ ` , LOCATOR WIRE 0 J W 1" FLAT WASHER(WELDED TO SHAFT) (ASBESTOS CEMENT PIPE ONLY) w II. �I > Da a o 10'- 0" MAX. m •- _ _ - a w ASBESTOS CEMENT �t a > N CENTER AND PLUMB VALVE BOX OVER VALVE OPERATING NUT. OR WELDED STEEL WATERMAIN. "---/ / N 8" I.D. X 9-3/4" O.D. JMAXIMUM) CLASS 150 ASBESTOS CEMENT, CONCRETE PIPE CYLINDER OR DESIGN FLAWLINE m SCH. 40 PVC DIRT SHIELD Q GUIDE (TYP.) 1 W PROVIDE UNIFORM BEARING I � FOR STEEL PIPE ON BOTTOM wW / � ui x OF TRENCH. / / 0 ►- m y� Nw Q aa_ w / a / oe o� > CL o. • / BOTTOM OF TRENCH w • o a WATERMAIN TOP OF MOUND NOTES I r PROVIDE MOUNDS OF SELECT _ _(.^ • •�, •: __ ___ i - EXCAVATED MATERIAL FOR ASBESTOS CEMENT PIPE, DIRECT BURIAL CABLE UNLESS PERMITTED OTHERWISE • TRENCH BOTTOM WIDTH (IF SPECIFIED) PIPE DIAMETER (INCHES) TRENCH BOTTOM WIDTH MINIMUM FEET MAXIMUM,FEET) 12 OR LESS 2.0 2.5 14 THRU )8 2.5 3.5 20 THRU 27 3.0 4.0 30 THRU 36 4.0 5.0 NOTES 1) PIPELINE COVER SHALL BE 30" MINIMUM FOR PIPELINES 10- IN DIAMETER OR LESS, PIPELINE COVER SHALL BE 36- MINIMUM FOR PIPELINES 12" IN DIAMETER OR GREATER. 2) TRENCH SIDES SHALL BE SLOPED OR SHORED IN ACCORDANCE WITH OSTIA CONSTRUCTION SAFETY ORDERS FOR TRENCH DEPTHS 5' AND GREATER. 3) ALL EXISTING PAVEMENT SHALL BE SAW CUT PRIOR TO TRENCHTNC, AND WHERE TRENCH SIDES SLUFF AND PAVEMENT BREAKS AWAY, IT SCULL BE SAW CUT PRIOR TO PERMANENT PAVEMENT REPAIR, ALL PAVEMENT SHALL BE REMOVED FROM TRENCH UNLESS IT IS PULVERIZED, 4) LOCATOR (LIRE FOR ASBESTOS CEMENT PIPE SHALL BE 14 CAGE COPPER WIRE, IT SHALL BE CONTINUOUS ALONG THE PIPELINE AND LOOPED ARdUND 111E PIPE AT EACH JOINT. 5) WHERE BOTTOM OF EXCAVATION IS IN ROCK WHICH CANNOT BE EXCAVATED TO PROVIDE UNIFORM BEARING FOR THE PIPE, TRENCH SHALL BE OVEREXCAVATED 8- MINIMUM AND REFILLED WITH SELECT EXCAVATED MATERIAL OR IMPORTED BACKFILL MATERIAL COMPACTED TO 90% MINIMUM RELATIVE COtIPACTION, 6) WHENEVER BOTTOM OF TRENCII IS INSUFFICIENTLY STABLE TO PROVIDE A SUITABLE FOUNDATION FOR THE PIPE, TRENCH SHALL BE OVEREXCAVATED AS SPECIFIED AND REFILLED WITH SELECT EXCAVATED MATERIAL OR IMPOKTED BACKFILL MATERIAL COMPACTED TO 901 MINIMUM RELATIVE COMPACTION.' 7) WIIENEVER EXISTING CURBS ARE BEING USED FOR GRADE CONTROL, PIPELINES SHALL 6E: LAID ON PROJECTED CONTINUOUS SLOPES 111ROUCH LOCALIZED HILLS, HUMPS AND MOUNDS AS AT STREET INTERSECTIONS AND CHANNEL BERMS, PIPELINE GRADES SHALL BE SELECTED TO MAINTAIN MINIMUM COVER WITH CONTINUOUS PIPELINE SLOPE, -PIPELINE TRENCH DEPTHS SHALL BE INCREASED TO ACCOMPLISH SAME AND PIPELINE COVER SHALL BE INCREASED ACCORDINGLY., 8) WHENEVER EXISTING UTILITY FACILITIES, EXCEPT SEWERS, ARE ENCOUNTERED, PIPELINES SHALL CL AR THEM BY 6 - MINIMUM, BOTH HORIZONTALLY AND VERTICALLY, CONSISTENT WITH ABOVE PIPELINE REQUIREMENTS. PIPELINES SMALL CLEAR SEWERS IN ACCORDANCE WITH STANDARD DRAWINC W102. SPECIFIED CL.6JWCES OR SEPARATIONS SHALL NOT BE REDUCED UNLESS ORDERED OR PERMITTED BY OWNER, PIPELINES SHALL NOT BE IN CONTACT WITH OR REST AGAINST OTHER UTILITY FACILITIES, PIPELINE TRENCH STANDARD DRAWING WIOI REVISION BY DATE FINISHED UNIMPROV GROUND SURFACE IMPROVED GROUND SURFACE STEEL FLANGE COUPLING ADAPTER. "ROCKWELL( NO. 912, "DRESSERI$ OR APP'ROV'ED EQUAL FOR ASBESTOS CEMENT WATERMAIN INSTALLATION. VALVE BOX INSTALLATION PER STANDARD DRAWING A.W.W.A. C-504 FLANGED BUTTERFLY VALVE SHORT BODY EPDXY LINT=D AND CbATED (12 MILS' FLANGE REQUIRED FOR WELDED STEEL WATERMAIN INSTALLATION. ASBESTOS CEMENT WATERMAIN- `- WELDED STEEL WATERMAIN zU- a3 F- R NOTES 1) BUTTERFLY VALVES SHALL COMPLY WITH A14WA C-504 WITH SHORT BODY LAYING LENGTH AND 150 PSI RATED WORKING PRESSURE, VALVES SHALL BE DRESSER, KENNF UY, HUELLER, 1'RATT, OR APPROVED EQUAL. VALVES SHALL OPEN WITH COUNTERCLOCKWISE ROTATION OF OPERATING NUT. , 2) BOLTS SHALL BE STANDARD 11 EX HEAD MACIIINE PER. AS'1R-307, GRADE "B". ILEX NUTS SHALL BE COLD -PRESS SEMI- FINISHED STEEL PER ASTM A-194, GRADE "211". TIIRK'ADS SHALL BE' LUBRICATEIT WITH GRAPHITE AND OIL. AFTER INSTALLATION, ALL EXPOSED STEEL SHALL BE VII -LD COATE..D WITH AN APPROVED BITUMASTIC. 3) VALVE SHALL BE LOCATED SO THAT OPERATOR AND OPERATING NUT ARE SITUATED ON STREET OR EASI;MGNT CENTERIa1NE SIDE of VALVE. BUTTERFLY VALVE INSTALLATION REVISION BY DATE - STANDARD DRAWING WI10 PROPOSEC WATERMAI I' MINIh I CROSSING CONDITION 1 FINISHED GROUND SURFACE -I' MINIMUM PROPOSED WATERMAIN PROPOSED WATERMAIN ABOVE EXISTING SEWER PROPOSED WATERMAIN BELOW EXISTING SEWER' 1) IF ONE FOOT MINIMUM CLEARANCE IS. MAINTAINED, NO 1) WELDED STEEL WATERMAINS SHALL HAVE FULLY WELDED SPECIAL CONSTRUCTION CONDITIONS ARE REQUIRED. JOINTS A DISTANCE OF 10' EACH SIDE OF SEWER. 2) ASBESTOS CE14ENT WATERMAINS SHALL. BE PLACED INSIDE STEEL CASINGS (WITH FULLY WELDED JOINTS) A DISTANCE OF 1.0' EACH SIDE OF SEWER. VOID BETWEEN CASING AND WATERMAIN SHALL BE FILLED SOLID WITH GROUT. 3) CROSSING SHALL BE APPROVED BY STATE DEPARTMENT OF HEALTH SERVICES. PARALLEL CONDITION /_ FINISHED GROUND SURFACE zc C" ZONL A - NO WATERMAIN:i SHALL BE CONSTRUCTED WITHOUT SPECIAL PEP14ISSION FROM STATE DEPARTMENT OF HEALTH SERVICES. ZONE B - IF SEWER IS EXTRA -STRENGTH VITRIFIED CLAY PIPE WITH COMPRESSION JOINTS, NO SPECIAL CONSTRUCTION CONDITIONS APPLY. OTIIERWISE WATERMAIN SIIALL BE CLASS 200 PIPE OR EQUIVALENT. ZONE C - NO SPI.ECIAL CONDITIONS REQUIRED. WATER MAIN CROSSING EXISTING SEWER STANDARD DRAWING W102 REVISION BY PATE 10-1/4" DIA. TRAFFIC BOX, BROOKS N94- TT. SERIES, QUICKSET OR APPROVED EQUAL SET VALVE COVER 1/0" TO 1/4" BELOW FINISHED ROAD SURFACE SAME SLOPE A5 Ii0A0 FINISHED ROAD SURFACE --� VALVE. BOX INSTALLATION �� STANDARD DRAWING Will REVISION BLIT• IL: W IMPROVED GROUND SURFACE FINISHED L)NIMPROVED BACKFILL PER STANDARD DRAWING WI01 a ' GROUND SURFACE /GROUND SURFACE :. •'' ' �:•.'; ' ��\\ � ' a ( IMPROVED OR UNIMPROVED) VALVE BOX INSTALLATION PER STANDARD DRAWING Will. � t A.W.W.A, C-509 FLANGED GATE VALVE o ' ° •9 •' EPDXY LINED AND COATED (12 MILS) CLASS A (3250 P,S.I. , 6.0 SACK) •. ' ••• °'; • • . FLANGE REQUIRED FOR .CONCRETE ENCASEMENT WELDED STEEL WATERMAIN � • � '• a, •' • � . • � ' ' INSTALLATION. f'. ..o WELDED STEEL WATERMAIN ONLY STEEL FLANGED COUPLING ADAPTER, No 4 REINr'ORCING BAR '' r •.• .D ROCKWELL No. 912, DRESSER OR APPROVED EQUAL REQUIRED FOR AT 36' ON CENTER + 1 '' ASBESTOS CEMENT WATERMAIN. • o • • •° 3" CLEARANCE MINIMUM lo °• 'd DIRECT BURIAL: CABLE No 4 REINFORCING BAR / , • ' ,,' D , • o • • o •, ° .' . \\ (IF SPECIFIED) (EACH CORNER) CONTINOUS '4 - CABLE SHALL BE INSTALLED 0° WITHIN 1" SCHEDULE 40 ASBESTOS CEMENT WATERMAIN WELDED STEEL WATERMAIN o �o'• .o•'• P.V,C. TUBE. ' TRENCH WIDTH PER STANDARD DRAWING W101 0 Z!!) G. NOTES V) y 1) PIPE ENCASEMENT SHALL BE PROVIDED WHERE SPECIFIED. PIPE ENCASEMENT SHALL BE PLACED 014 UNDISTURBED OR COMPACTED EARTH AND AGAINST CLEAN PIPE. •' 2) ALL BARS SHALL BE DEFORMED, OVERLAP SHALL BE 20", MINIMUM. ALL BARS SHALL BE FULLY E14CASED WITH 3" MINIMUM CLEARANCE ALONG RUN, AT BEND OR AT END. NOTES 3) IF ANY APPURTENANCES ARE REQUIRED WITHIN LIMITS OF PIPE ENCASEMENT, ENCASEMENT SHALL BE FORMED (TIMBER OR SAND BAGS) SO TIIA7 ACCESS IS AVAILABLE THERETO. 4) PIPE SHALL BE RESTRAINED AGAINST FLOTATION DURING PLACEMENT OF CONCRETE AND IT SHALL BE RELAID 1) GATE VALVES 511ALL BE RESILIENT WEDGE VALVES IN ACCORDANCE WITH AWWA C-509. VALVES SHALL BE WATEROUS, IF IT IS ALLOWED TO RISE ABOVE SPECIFIED GRADE. CLOW, M6d1 OR APPROVED EQUAL, (VALVE STEM SHALL BE NONRISING WITH 2" SQUARE OPERATING NUT AND SHALL TURN COUNTERCLOCKWISE TO OPEN,) 2) BOLTS SHALL BE STANDARD - HEX HEAD MACHINE PER ASTM A-307,' GRADE -BI. )LEX NUTS SHALL ISE COLD -PRESS SEMI -FINISHED STEEL PER ASTM A-194, GRADE "211", THREADS SHALL BE LUBRICATED WITH GRAPHITE AND OIL. AFTER INSTALLATION, ALL EXPOSED STEEL SHALL BE FIELD COATED WITH AN APPROVED BITUMASTIC. 3) ALL GATE VALVES LARGER THAN 12" SHALL HAVE A 4" BYPASS VALVE, SAID BYPASS VALVE SHALL MEET SAME SPECIFICATIONS AS MAINLINE VALVE. PIPE ENCASEMENT STANDARD DRAWING W103 REVISION BY DATE O.D./2 E 21_ 4' . 0�� 6' - 0" MINIMUM MINIMUM MINIMUM TYPE I BLOWOFF It _FINISHED GROUND SURFACE 0 au:. 8 p• 12" MINIMUM 6' o, 1" CRUSHED ROCK BASE, 4 FEET SQUARE „ f ao 12 TO DAYLIGHT ,� I CRUSHED ROCK _ s40PE TO DIAL TYPE II Q I BASE, a'souaRE 3 `' ' :H ,: :. ;; ; y-, > 12"THICK UI ,R 2 5 POSITION OF BLOWOFF y L.'h' ,�BLOWOFF PUMP R WELL -1 -- OUTLET AS DIRECTED PLACE PLUMB i O BY AGENCY TO CLEAR 4 la OBSTRUCTIONS WELDED STEEL ' a WATERMAIN. ` !�` 3 VARIABLE LENG H AS SPECIFIED CLASS C (2000 P.S.I., 4.5 SACK) CONCRETE THRUST BLOCK, "D" FEET SQUARE, ASBESTOS CEMENT MINIMUM BEARING AREA (VERTICAL) WATERMAIN 2 450 ---PLACE AGAINST UNDISTURBED EARTH �._ qMINIMUM I'-0" 4 SQUARE FEET MINIMUM BEARING AREA ( HORIZONTAL) �"_ � 15 MAXIMUR4 'p" ITEM NUMBER REQUIRED DESCRIPTION FINISHED UNIMPROVED GROUND SURFACE I FLANGED TANGENTIAL SIDE OUTLET ON WELDED STEEL WATER14AIN OR FLANGED CAST IRON TEE WITH FLANGED CAST IRON 45* ELL ON ASRF3TO3 CMF.NT WATF.RMIIIN. 2 � 10" MIN. AWWA CLASS D FLANGr. 3 • i�'�+(, ' �'yt1 i�all+,'\i'�°�. b,, •'. b • 0: '°•, '0 : � �\ n`Y � i1. � i-- 4 VARIES 10 GAGE. GWENT MORTAR LINED AND CF?1F,tIT MORTAR COATED WF,LDRD STREL PUMPRR WRLL. D (FEET) 1 nl �a 0 1 .•o. •4 VALVR DOX INSTALLATION PFR STANDARD DRAWIW, 14111. 6 6 - - CLASS C (2000 P.S.I. , 4.5 SACK) CONCRETE 8 I 9 1 2" SQ. OPERATING NUT 10 ~ DIRT SHIELD -----'--= -----. 1 I"DIAMETER STECL EXTENTION I w 13 GUIDE (TYR) OD PAINT WITH PRIMER At=7 R F`ADRICATION, PROV159 2" CUT-TO•FIT. SHIP FIANCE'LOOSE.:.,' rt 8 2 4- 30 12 7"0.0, z 1/4" PLATE WITH 1 1/8" I�r FLAT WASHER (LOOSE ON TOP OF PLATE) -`12 W. CENTER HOLE -----• ` , 33 - 42 0 J 16 1" FLAT WASHER(WELDED TO SHAFT) 16 w II. �I > Da PLACE AGAINST UNDISTURBED 10'- 0" MAX. m •- EARTH, OR REPLACED EARTH _�/% �t HAVING 90% RELATIVE COMPACTION, MINIMUM. CENTER AND PLUMB VALVE BOX OVER VALVE OPERATING NUT. a' 8" I.D. X 9-3/4" O.D. JMAXIMUM) CLASS 150 ASBESTOS CEMENT, CONCRETE PIPE CYLINDER OR 1 m SCH. 40 PVC DIRT SHIELD Q GUIDE (TYP.) 1 � WELD BEAD ON INSIDE: OF OPERATING NUT CAP. x SLEEVE TO BEAR ON VALVE HOUSING OR VALVE BONNET. 1 o w • o a WATERMAIN NOTES N 1) EXTENSION ROD R&QUIRED WHENEVV.R TOP OF VALVE IS 3' OR MORE BELOW FINISHED GROUND SURFACE. WHEN EXTENSION ROD IS REQUIRED, OPERATING NUT SHALL BI. 12" BELOW TOP OF TRAFFIC BOX. REQUIRED LENGTH FOR EXTENSION ROD SHALL BE DETERMINED BY FIELD MEASUREMENT. 2) EXTENSION ROU SHALL BE ATTACHED TO VALVE OPERATING NUT BY WELDING SMALL BEAD AROUND INSIDE OF OPERATING NUT CAP 1/2" TO 3/4" IN FROM END. EXTENSION ROD SHALL BE DRIVEN ON OPERATING NUT TO PRODUCE A TIGHT FRICTION FIT. 3) TRAFFIC BOX COVERS FOR FIRE HYDRANT INSTALLATIONS SHALL BE PAINTED IN ACCORDANCE WITH THE BASIC PAINTING SPECIFICATIONS. THE FINAL TWO COATS SHALL BE SUNSET YELLOW (RUST-OLEUM NUMBER 7745) . VALVE. BOX INSTALLATION �� STANDARD DRAWING Will REVISION BLIT• IL: W IMPROVED GROUND SURFACE FINISHED L)NIMPROVED BACKFILL PER STANDARD DRAWING WI01 a ' GROUND SURFACE /GROUND SURFACE :. •'' ' �:•.'; ' ��\\ � ' a ( IMPROVED OR UNIMPROVED) VALVE BOX INSTALLATION PER STANDARD DRAWING Will. � t A.W.W.A, C-509 FLANGED GATE VALVE o ' ° •9 •' EPDXY LINED AND COATED (12 MILS) CLASS A (3250 P,S.I. , 6.0 SACK) •. ' ••• °'; • • . FLANGE REQUIRED FOR .CONCRETE ENCASEMENT WELDED STEEL WATERMAIN � • � '• a, •' • � . • � ' ' INSTALLATION. f'. ..o WELDED STEEL WATERMAIN ONLY STEEL FLANGED COUPLING ADAPTER, No 4 REINr'ORCING BAR '' r •.• .D ROCKWELL No. 912, DRESSER OR APPROVED EQUAL REQUIRED FOR AT 36' ON CENTER + 1 '' ASBESTOS CEMENT WATERMAIN. • o • • •° 3" CLEARANCE MINIMUM lo °• 'd DIRECT BURIAL: CABLE No 4 REINFORCING BAR / , • ' ,,' D , • o • • o •, ° .' . \\ (IF SPECIFIED) (EACH CORNER) CONTINOUS '4 - CABLE SHALL BE INSTALLED 0° WITHIN 1" SCHEDULE 40 ASBESTOS CEMENT WATERMAIN WELDED STEEL WATERMAIN o �o'• .o•'• P.V,C. TUBE. ' TRENCH WIDTH PER STANDARD DRAWING W101 0 Z!!) G. NOTES V) y 1) PIPE ENCASEMENT SHALL BE PROVIDED WHERE SPECIFIED. PIPE ENCASEMENT SHALL BE PLACED 014 UNDISTURBED OR COMPACTED EARTH AND AGAINST CLEAN PIPE. •' 2) ALL BARS SHALL BE DEFORMED, OVERLAP SHALL BE 20", MINIMUM. ALL BARS SHALL BE FULLY E14CASED WITH 3" MINIMUM CLEARANCE ALONG RUN, AT BEND OR AT END. NOTES 3) IF ANY APPURTENANCES ARE REQUIRED WITHIN LIMITS OF PIPE ENCASEMENT, ENCASEMENT SHALL BE FORMED (TIMBER OR SAND BAGS) SO TIIA7 ACCESS IS AVAILABLE THERETO. 4) PIPE SHALL BE RESTRAINED AGAINST FLOTATION DURING PLACEMENT OF CONCRETE AND IT SHALL BE RELAID 1) GATE VALVES 511ALL BE RESILIENT WEDGE VALVES IN ACCORDANCE WITH AWWA C-509. VALVES SHALL BE WATEROUS, IF IT IS ALLOWED TO RISE ABOVE SPECIFIED GRADE. CLOW, M6d1 OR APPROVED EQUAL, (VALVE STEM SHALL BE NONRISING WITH 2" SQUARE OPERATING NUT AND SHALL TURN COUNTERCLOCKWISE TO OPEN,) 2) BOLTS SHALL BE STANDARD - HEX HEAD MACHINE PER ASTM A-307,' GRADE -BI. )LEX NUTS SHALL ISE COLD -PRESS SEMI -FINISHED STEEL PER ASTM A-194, GRADE "211", THREADS SHALL BE LUBRICATED WITH GRAPHITE AND OIL. AFTER INSTALLATION, ALL EXPOSED STEEL SHALL BE FIELD COATED WITH AN APPROVED BITUMASTIC. 3) ALL GATE VALVES LARGER THAN 12" SHALL HAVE A 4" BYPASS VALVE, SAID BYPASS VALVE SHALL MEET SAME SPECIFICATIONS AS MAINLINE VALVE. PIPE ENCASEMENT STANDARD DRAWING W103 REVISION BY DATE O.D./2 E 21_ 4' . 0�� 6' - 0" MINIMUM MINIMUM MINIMUM TYPE I BLOWOFF It _FINISHED GROUND SURFACE 0 au:. 8 p• 12" MINIMUM 6' o, 1" CRUSHED ROCK BASE, 4 FEET SQUARE „ f ao 12 TO DAYLIGHT ,� I CRUSHED ROCK _ s40PE TO DIAL TYPE II Q I BASE, a'souaRE 3 `' ' :H ,: :. ;; ; y-, > 12"THICK UI ,R 2 5 POSITION OF BLOWOFF y L.'h' ,�BLOWOFF PUMP R WELL -1 -- OUTLET AS DIRECTED PLACE PLUMB i O BY AGENCY TO CLEAR 4 la OBSTRUCTIONS WELDED STEEL ' a WATERMAIN. ` !�` 3 VARIABLE LENG H AS SPECIFIED CLASS C (2000 P.S.I., 4.5 SACK) CONCRETE THRUST BLOCK, "D" FEET SQUARE, ASBESTOS CEMENT MINIMUM BEARING AREA (VERTICAL) WATERMAIN 2 450 ---PLACE AGAINST UNDISTURBED EARTH �._ qMINIMUM I'-0" 4 SQUARE FEET MINIMUM BEARING AREA ( HORIZONTAL) �"_ � 15 MAXIMUR4 'p" ITEM NUMBER REQUIRED DESCRIPTION I I FLANGED TANGENTIAL SIDE OUTLET ON WELDED STEEL WATER14AIN OR FLANGED CAST IRON TEE WITH FLANGED CAST IRON 45* ELL ON ASRF3TO3 CMF.NT WATF.RMIIIN. 2 5 AWWA CLASS D FLANGr. 3 _ VARIES 10 GAGE. CMF.NT MORTAR LINRD AND CF2IF,NT )19RTAR COATED WFLDF,D STFEI, PIPS AND FITTINGS. 4 VARIES 10 GAGE. GWENT MORTAR LINED AND CF?1F,tIT MORTAR COATED WF,LDRD STREL PUMPRR WRLL. D (FEET) 1 FIANGFD VALVE PER STANDARD DRAWING W109 OR STANDARD DRAWING W110. 6 I VALVR DOX INSTALLATION PFR STANDARD DRAWIW, 14111. 6 6 BLIND FIAI,NTII SCRE TAP ANIU_._�P.I.UG� 8 I 9 1 FT•AP VALVE, CLOW F-3012 OR APPROVP.D EpVAL. 10 1 TRAFFIC VAULT PER STANDARD DRAWING W142. 11 I PARKWAY VAULT PER STANDARD DRAWING W141. A 3 PROV159 2" CUT-TO•FIT. SHIP FIANCE'LOOSE.:.,' 1) VARIABLE DIMENSIONS SHALL BE FIELD MEASURED BY CONTRAGTUR Anu Aryxuv Lu nr A4f uz rm- av rnnna. Awl, w -aa SUFFICIENT IMPAIR RE CONTAINED ONdF R CONSTRUCTION DRAWINGS. FIELD JOINTS MAY BC FLANGED OR WELDED BVI SHALL. NOTESNOT TI 2) IF WELDED STEEL WATERMAIN IS OTHER THAN CEMENT MORTAR LINED AND CEMENT MORTAR COATED, LINING AND COATING FOR BLOWOFF PIPE AND FITTINGS SHALL MATCH WELDED STEEL WATERMAIN UNLESS SPECIFIED OTHERWISE. 3) BOLTS SIULL. BE STANDARD HEX HEAD MACHINE PER ASTM A•307, GRADE •B'. HEX NUTS SHALL BE COLD -PRESS SFNI-FINISIIED STEEL PER ASTM A•194, GRADE '2II'. BURIED THREADS SMALL BE LUBRICAIED WITH GRAPHITE AND OIL, THEN COAIED WITH BITUMASTIC. 4) ALL EXPOSED PIPING AND INTERIOR OF VAULT COVER SHALL BE FIELD PATHTED IN ACCORDANCE WITH THE BASIC PAINTING SPECIFICAIIONS. TNS FINAL TWO COATS SHALL BE FEDERAL SAFETY BLUE (RUST-OLEUM NUMBER 923), 11 16" 6LOWOFF INSTALLATION 4 MAIN DEPTH 8' OR GREATER STANDARD DRAWING W116 REVISION BY DATE GATE VALVE INSTALLATION REVISION BY DATE crnNnnan nunwiur, Wi 09 ..__-_...� _-....... v,. ..._t.W111 %1161.1. rrnLCI�mH11Y ALVE SIZE ICHES) 1 2 4 ITEM WATER MAIN DESCRIPTION VALVr 1 BLOWOF[• 2 THRUST BLOCK PIPE 517.1, (INCITES) OUTLET SIZr (INCIIr;S) SI7,E (INCITES) TYPE PUMPER WL:LL SIZE (INCITES) RUN SSIZE (INCHES) OUTLET SIZE (INCHES) D (FEET) 6 6 6 GATr•. (1 6 6 2 - 12 a 8 GATE: 0$ " STANDARD WEIGHT BLACK STEEL NIPPLE. 10 2 14 - 20 8 A GATE 0 0 8 2 4- 30 12 12 BUTTERFLY -`12 12 1 12 2.7 33 - 42 1 16 16 BUTTERFLY 16 6 16 3.4 1) VARIABLE DIMENSIONS SHALL BE FIELD MEASURED BY CONTRAGTUR Anu Aryxuv Lu nr A4f uz rm- av rnnna. Awl, w -aa SUFFICIENT IMPAIR RE CONTAINED ONdF R CONSTRUCTION DRAWINGS. FIELD JOINTS MAY BC FLANGED OR WELDED BVI SHALL. NOTESNOT TI 2) IF WELDED STEEL WATERMAIN IS OTHER THAN CEMENT MORTAR LINED AND CEMENT MORTAR COATED, LINING AND COATING FOR BLOWOFF PIPE AND FITTINGS SHALL MATCH WELDED STEEL WATERMAIN UNLESS SPECIFIED OTHERWISE. 3) BOLTS SIULL. BE STANDARD HEX HEAD MACHINE PER ASTM A•307, GRADE •B'. HEX NUTS SHALL BE COLD -PRESS SFNI-FINISIIED STEEL PER ASTM A•194, GRADE '2II'. BURIED THREADS SMALL BE LUBRICAIED WITH GRAPHITE AND OIL, THEN COAIED WITH BITUMASTIC. 4) ALL EXPOSED PIPING AND INTERIOR OF VAULT COVER SHALL BE FIELD PATHTED IN ACCORDANCE WITH THE BASIC PAINTING SPECIFICAIIONS. TNS FINAL TWO COATS SHALL BE FEDERAL SAFETY BLUE (RUST-OLEUM NUMBER 923), 11 16" 6LOWOFF INSTALLATION 4 MAIN DEPTH 8' OR GREATER STANDARD DRAWING W116 REVISION BY DATE GATE VALVE INSTALLATION REVISION BY DATE crnNnnan nunwiur, Wi 09 ..__-_...� _-....... v,. ..._t.W111 %1161.1. rrnLCI�mH11Y ALVE SIZE ICHES) 1 2 4 ITEM NUMBER REQUIRED DESCRIPTION 1 1 4" CAST IRON OR CEMENT MORTAR LINED AND CEMENT MORTAR COATED WELDED STEEL FLANGED TOP OUTLET. 2 6 4" AWWA CLASS D FLANGE., 3 2 4" 10 GAGE CEMENT MORTAR LINED AND CEMENT MORTAR COATED WELDED STEEL FOUR PIECE 900 ELL OR 4" LIGHT WEIGHT (0.120" WALL) CEMENT MORTAR LINED AND CEMENT MORTAR COATED WELDED STEEL S o0 0° .ELL. 4 1 4" GATE VALVE PER STANDARD DRAWING W102. 5 1 VALVE BOX PER STANDARD DRAWING W111. VARIES 11" 10 GAGE CEMENT MORTAR LINED AND CEMENT MORTAR COATED WELDED TEEL PIPE, 7 1 COMBINATION AIR RELEASE AND VACUUM VALVE APCO NO. 1119C OR APPROVED EQUAL. 8 1 • 4" STANDARD WEIGHT BLACK STEEL 900 STREET ELL. 9 1 " STANDARD WEIGHT BLACK STEEL NIPPLE. 10 1 4" STANDARD WEIGHT BLACK STEEL 200 ELL. 11 1 AIR VALVE SCREEN PER STANDARD DRAWING W120. 12 1 AIR VALVE COVER AND COVER PAD PER STANDARD DRAWN ' 13 1 PROVIDE 2' CUT -'TO -FIT, SHIP FLANGE LOOSE NOTES, 4Rpf FSS/0 '....� �•�,s�a�r�1r < , J.P., KAPP ASSOCIATES, 1w_ RECORDDRAWING % <<? 1nG' ��o L^ NO. DESCRIPTION DATE, BYi The information on this drawing is obtained from others and.,._:No. 22015 must be verified In the field b anyone prior to use for '� 's';'�'• �r �dp�•3O�•3 4 CIVIL LAND ENGINEERS, STRUCTURAL ENGINEERS, RS, Y Y LAND PLANNERS, 8. SURVEYORS construction. J.P. KAPP & Assoc. is not responsible for 15892 PASADENA AVENUE TUSTIN, CALIFORNIA 92680 (714) 730-5757 s underground facility locations or depictions. All above ground facilities can be readily seen and verified by the parties that ,v ; / RECORD DRAWING DATA ADDED 1070z, J.P. KAPP R.C.E. 2.2015__ __ DATE -- intend to use same. - 1) PIPE TH=- %DS SHALL 'BI; CLEAN AND SEALED WITH APPROVED JOINT COMPOUND. 2) EXPOSED PIPING, AIR VALVE, AIR VALVE COVER, AND AIR VALVE SCREEN, EXCEPT WIRE CLOTH AND STAINLESS STEEL BANDS, SHALL BE PAINTED IN ACCORDANCE WITH BASIC PAI14TING SPECIFICATIONS. THE FINAL TWO COATS SHALL BE DESERT TAN (KOPPERS NUMBER 111). 4" AIR VALVE INSTALLATION. STANDARD DRAWING WIIB REVISION. BY DATE ,(a