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HomeMy WebLinkAboutCMWD 92-501; Poinsettia Hill; _N/AJflN-19-1998 15:43 HUNSfiKER & RSSOCIflTES 6195581414 P.01/03 HUNSAKER & ASSOCIATES SAN PLANNING DIEGO, i ENGINEERING INC. SURVEYING FAX TRANSMITTAL TO: FROM: DATE: Randy Klaahsen Bob Fallen January 16, 1998 COMPANY: PROJECT: C.M.W.D. Poinsettia Hill WORK ORDER: 1751-7 DESCRIPTION OF DOCUMENT: Water crossing COMMENTS: Randy - please review for approval. Any questions, please call. FAX:(760)431-1601 NO. OF PAGES: THIS MATERIAL IS SENT FOR: YOUR FILES YOUR REVIEW X PER YOUR REQUEST PLEASE CALL UPON RECEIPT OTHER 10179 Huennekens Street ^ San Diego, CA 92121 fde, (619) 558-4500 PH (619) 558-1414 FX Carlsbad Municipal Water District 5950 El Camino fieal, Carlsbad, CA 92008 Administration: (760) 438-2722 Facsimile Transmittal Sheet Please deliver the following pages to the appropriate person below: Name: _ Agency: Fax No: This message is being sent from the Carlsbad Municipal Water District by: Name: \<&^«&M P Phone: A total of 3> pages are being transmitted, including the transmittal sheet. If you do not receive all of the pages, please notify the Carlsbad MWD at the number above. Message: ro/t s^e^ ^^-fiTo •> e^ \\ASDecTO/ Q|G^S oXy\ & A' O ^ yv CA 8 "WAT£A RELOCATION PA WO A *C£ 9*7*7 CARLSBAD MUNICIPAL WATER DISTRICT SHOP DRAWING REVIEW *fhe approval by the Engineer of any shop ot working drawing for of any drawing o! the Contractor's plant or equipment) shall not in any way be <jee>~ed to release the Contractor from full responsibility for Complete and accurate performance o? the Work in accordance with the Contract Drawings and Specifications; neither shall such approval release the Contractor from any liability placed upon him by any provision in the Form o! Contract. DRAWING REJECTED/RESU8M1T DRAWING APPROVED AS NOTED \D tn \. THE ft" 10 GAU6C STCCL SHALL06 CEMEMT MORTA* UNEp AND ent-^ U) Ul JflN-19-1998 15=43 HUNSflKER & flSSOCIPlTES 6195581414 P.03/03 •nTr30+76.05 EC .0£i 10ro- i CONNECT TO EXIST NST. l-lB\FL.xFL6.gP.J.1-18 B.V.. 1-F„ T.B.. - -_ADAPTED 1-18 CONST. iB'Xl8"xl2'/Z.*. TEE S T.B., 1 END IMPROVEMENTS B PCH JOIN EXIST. IMPROVEMENTS ••»•* * NGU-28-1997 08:15 HUNSflKER & flSSOCIflTES S195581414 P.01/02 HUttSAKER & ASSOCIATES SAN PLANNING DIEGO, • ENGINEERING INC. SURVEYING FAX TRANSMITTAL TO: FROM: DATE: Randy Klaahsen Dave Hammar December 10, 1997 COMPANY: CMWD PROJECT: PoinsettiaHills WORK ORDER: 1751-7 DESCRIPTION OF DOCUMENT:i12" Reclaimed Water Detail COMMENTS: Please review andsign of, if acceptable. I will be in meetings all morning. Please contact Bob Fallen ifyou need modifications. FAX:(760) 431-1f 01 NO. OF PAGES: THIS MATERIAL IS SENT FOR: YOUR FILES YOUR REVIEW X PER YOUR REQUEST PLEASE CALL UPON RECEIPT OTHER 10179 Huennekens Street San Diego, CA 92121 lf (619) 558-4500 PH (619) 558-1414 FX 12" «ECLA/A?£T/> WATETR RELOCATION & X SUP OA/ */ELDON 30' ML/AtC EXIST OJ 12-9-97 PAVIP A HAMMAR I CARLSBAD MUNICIPAL WATER DISTRICT : SHOP DRAWING REVIEW The approval by the Enc-ne? '/ -: iy shop or working drawing (or of any drawing oi ne C;; •,:— , • >'•'• ;;>: iq;j:"rr:en<) sha'i not in any way be deernec! to roieiSr -.d;: Oor.iruc.it..- Iro'i* ',:; respansib;!ity for complete and accurate pertz'"nwc~ of vv Work ';* accorriarce with the Contract Drawings ar:- SpvCishcatirjiis. 'Oiilief snail such approval release the Contractor i .^ any liebiii-y placed upon him by any provision in the Form o" C:-:' •.'•.' Q ..^ DRAWING REj-Ui'LJ/rijl •?J!T .DRAWING APPROVED AS NOTL" ,.i. DRA^VIMG rPFrCV::} iTQ L-T L-f «W te. €. fe o>r to kefc, f ^ P fe CIVIL CONSTRUCTORS P.O. BOX 6 EL CAJON CA 92022 General Engineering license # A 677801 TRANSMITTAL NOTICE November 21,1997 To: Company: Job No. Project: Randy Klaahsen Carlsbad Water District 429 Poinsettia Hills ENCLOSED ARE THE FOLLOWING: (3) ea. Catalog Cuts on the 18° DIP cl 250 (3) ea. Purple Polywrap covering Data (3) ea. Sample of Polywrap REMARKS, Per your request I am submitting the above information for your files. Thank You, Rick Rieken CARLSBAD MUNICIPAL WATER DISTRICT SHOP DRAWING REVIEW The approval by the Engineer of any shop or working drawing (or of any drawing of the Con?rg';!Of s plant or equipment) shall not in any way be deemed to reieajy ttie Contractor from full responsibility for complete and accurate performance of the Work in accordance with the Contract Drawings and Specifications; neither shall such approval release the Contractor from any liability placed upon him by any provision in the Form of Con'rac!, D DRAWING REJECTED/RESUGJvliT DRAWING APPROVED AS NOTED CftAWINfi APPROVED Date.//A;/f7 "777 DATE: rc'/o*^ TO: COMPANY: FAXNUMBER: FROM: 5 GiAcy L|sr-r &4 NUMBER OF PAGES (INCLUDING THIS COVER SHEET): NOTES:u: £.b. '.Of'I- «v-j Cl 1 Carlsbad Municipal Water District • 5950 El Camino Real • Carlsbad, CA 92008 Telephone 760/438-2722 • Fax 760/431-1601 NOU-29-1997 16:45 HUNSflKER & flSSOCIPTES 6195581414 P.01/04 HUKTSAKER & ASSOCIATES SAN PLANNING DIEGO • ENGINEERING INC. SURVEYING FAX TRANSMITTAL TO; FROM: DATE: Randy Klaahsen Bob Fallen December 11, 1997 COMPANY: PROJECT: C.M.W.D. Poinsettia Hill WORK ORDER: 1751-7 DESCRIPTION OF DOCUMENT: Sewer revision COMMENTS: Randy - per my phone call this afternoon we need to add an additional access hole in Cassia Rd. If you recall, my original design for the addition of this sewer main included an access hole at the B.C.. The morning I came in to get this approved we reviewed this and decided to remove the access hole. At that point I forgot how eliminating that access hole would impact the crossing at the storm drain at sta. 22+73.92. Please review the faxes that I have sent you and give me a call when you can. Thanks FAX:(760)431-1601 NO. OF PAGES: THIS MATERIAL IS SENT FOR: YOUR FILES YOUR REVIEW X PER YOUR REQUEST PLEASE CALL UPON RECEIPT OTHER 10179 Huennekens Street San Diego, CA 92121 (619) 558-4500 PH (619) 558-1414 FX NOU-29-1997 16:45 HUNSflKER & flSSOCIPTES 6195581414 P.02/04 SEE SHEET 9 ERBENA CIRCLE !lop or workiThe approval by the any drawing o' ihe way be deemed to/ w iu > ^ I., «.•_•». ,, .,j i.."ji -i, -;iiji.'./' I! \_'l i I IUH complete- anrf accurate performance of the Work in the Contiact Drawings and Ki.^cificalions- neither sh C:«ini or equipment f.;j£Si :M,V GororactC' from full release the Contractor fror,, provision in the Form of Cont O liability piacc'd u ^*\J^<*+ I 4kl^«« *«M ^L_l^^^ AND WITHOI T DISTRICTS tANE such approvaT DRAWING REJECTcD/RESUBMlT- . DRAWING APPROVED AS NOTED RAWING APPROVED IS TO REMAIN "S APPROVAL OR FILLING MILL OCCUR OVER ', UNTIL NEM 12" MATER MAIN _. ONSTRUCTED, TESTED. B.T.. ANt PER C.M.M.O. RULES AND REGUU 27+OC (71 U CO mUJ Transmittal Letter AMERON INTERNATIONAL To: Scott Sandstrom CoNCRETE & SJEEL pIpE GR()up 2385 Camino Vida Roble #107 Southern Division Carlsbad, CA 92009 12455 Arrow Route Etiwanda, CA 91739 Date: July 22, 1997 Telephone: 909/899-1716 Fax: 909/899-3089 Subject: Poinsettia Hill - Carlsbad Tract No. 93-03 Design Calculations Dear Mr. Sandstrom, Enclosed please find Ameron's design calculations for the Poinsettia Hill Project, which will utilize welded steel pipe with a cylinder thickness of 3/16" and a nominal inside diameter of 30". The first page shows hoop stress calculations, wherein the 3/16" material (ASTM A36) is shown to meet the minimum thickness requirements. The second page shows allowable load calculations based on the Spangler method, wherein an allowable load of 9782 Ibs, per linear foot is determined. The last page shows external load calculations based on Marston's live load distribution, wherein a total external load of 3591 Ibs. per linear foot is determined for nine feet of cover, which exceeds the amount of cover expected for this project. Therefore, since the 3/16" material meets hoop stress requirements, and can withstand a load greater than any expected to be placed upon it, it should.be more than adequate for this project. If you have any questions, comments or requests, please call me at (909) 899-1716 x260. Sincerely, Marcy Rockw^ Project Engineer DESIGN CALCULATIONS FOR 30" WELDED STEEL PIPE (WSP) AWWAC200 PROJECT: Poinsettia Hill Carlsbad Tract No. 93-03 The City of Carlsbad Metropolitan Water District AMERON CONCRETE & STEEL PIPE GROUP SOUTHERN DIVISION ETIWANDA, CALIFORNIA July 22,1997 INDEX PAGE 1. 30" Welded Steel Pipe (WSP): A) Hoop Stress 1 B) Allowable Load Calculations 2 C) Marston's Trench Load Calculations.. 3 Page J of 3 Date MV\ %tc^ i4~\ 5 - a \\ouoati\-e_ C t - =. D. 0000-118-(2/94) POINSETTIA HILL - CARLSBAD TRACT NO. 93-03 WELDED STEEL PIPE ALLOWABLE LOAD & DEFLECTION (SPANGLER METHOD) NOMINAL PIPE (D) = 30.00 IN CLASS 150.00 psi CYLINDER (Do) = 31.8750 IN LINING (Tl) = 0.7500 IN COATING (Tc) = 0.7500 IN CYLINDER (Ty) = 0.1875 IN BEDDING ANGLE (B) = 120. DEGREES, BEDDING CONSTANT (K) = 0.100 SOIL REACTION MODULUS (£') = 1000. DEFLECTION LAG FACTOR (Dl)=1.00 CONCRETE MODULUS OF ELASTICITY (E) = 4000000. psi MODULAR RATIO (N) = 7.50 I.D. DEFLECTION PERCENT (%) = 2.00 —>7 £ju/- Y\\\ ^ p»\ TOTAL WALL (Tw) = 1.68750 INCHES (Tw) / 2 = 0.84375- INCHES MEAN RADIUS (R) = 15.84375 INCHES . MOMENT OF INERTIA = (12")(T**3)/12 Il-LINING (Tl)**3 = 0.42188 INCHES**4 PER LINEAR FOOT Iy-CYLINDER N(Ty)**3 = 0.04944 INCHES**4 PER LINEAR FOOT Ic-COATING (Tc)**3 = 0.42188 INCHES**4 PER LINEAR FOOT TOTAL I (SUM OF RINGS) = 0.89319 INCHES**4 PER LINEAR FOOT TOTAL I = 0.07443 INCHES**4 PER LINEAR INCH EFFECTIVE Ie= 1.00 * I = 0.07443 INCHES**4 PER LINEAR INCH WALL STIFFNESS (Ele) = 297731.10 (PR) = (0.061)(E')(R**3) = 242607.30 (EIe)(100)/(PR) = 123. % (REF:ASCE MANUAL 37)(MUST EXCEED 10 %) UNDER ABOVE CONDITIONS: ALLOWABLE LOAD (w) = ((Ele + PR)(DEFLECTION)(12))/((D1)(K)(R**3)) (w) = 815. POUNDS PER LINEAR INCH (W) = (w)(12) = 9782. POUNDS PER LINEAR FOOT AMERON : MSR -- 07/22/97 11:11:15 -- PROGRAM: -- RELEASE: POINSETTIA HILL - CARLSBAD TRACT NO. 93-03 *** EXTERNAL LOAD CALCULATIONS *** PIPE O.D. = 33.375 IN. PIPE I.D, = 30.000 IN. AASHTO WHEEL LOAD = 16,000 LBS. * MARSTON'S LIVE LOAD DISTRIBUTION WITH A=3 FEET * SOIL WEIGHT = 120J/CF SOIL COEFFICIENT = 0.192 SETTLEMENT/PROJECTION RATIO(RSDP) = 0.50 TRENCH CONDITION TRENCH WIDTH = PIPE O.D. + 20.0" EARTH EARTH LIVE TOTAL COVER LOAD LOAD IMPACT LOAD (FT) (#/FT) (#/FT) FACTOR (#/FT) 5.00 2167. 746. 1.0 2913. 6.00 2499. 538. 1.0 3037. 7.00 2804. 405. 1.0 3209. 8.00 3084. 315. 1.0 3398. 9.00 3340. 251. 1.0 3591. « So Amenon. Concrete & Steel Pipe Group Southern Division PROJECT TITLE: POINSETTIA HILL CARLSBAD TRACT NO. 93-03 AGENCY ENGINEER CONTRACTOR CARLSBAD MWD CITY OF CARLSBAD CIVIL CONSTRUCTORS Xj -- j -,. \VICINITY MAP NO SCALE SYMBOL REVISION DRAWING INDEX SHEET NO. 1 2 3 AND 4 10 30 THRU 42 490 500 THRU 508 800 THRU 801 880 DESCRIPTION TITLE SHEET & PROJECT LOCATION LAYOUT SYMBOLS & ABBREVIATIONS GENERAL NOTES & SPECIFICATIONS PIPE DESIGN DATA PIPELINE LAYOUT SHEETS SHIP LOOSE SHEETS DETAIL SHEETS . SUB-ASSEMBLIES FLANGES & MECHANICAL COUPLINGS & CARLSBAD ^MUNICIPAL WATER DISTRICT ?•'•'•• . SHOP DRAWING REVIEW The approval by the Engineer o! any aiiop or working drawing (or of any drawing of the Contractor's plant or equipment) shall not in any way be deemed to release the Contractor from full responsibility for complete and accurate performance of the Work in accordance with the Contract Drawings and Specifications; neither shall such approval release the Contractor from any liability placed upon him by any provision in the Form of Contract. Q DRAWING REJECTED/RESUBMIT JSf^.. DRAWING APPROVED AS NOTED D .../Q....r...^ DRAWING APPROVED By: DATE BY APPVD DRAWN CHECKED APPVD MSR 07-10-97 A09031 1.0 CD05 ZD"V S!O,' PIPELINE LAYOUT SYMBOLS p°i f~^~ — ni^T nic;wrn r~°i f U— STRAIGHT LJ PIPE •- r°i\ T•'•• |N- MULTIPLE f Li PIPE I Vf\ "^ ^— STD BELL ~J~ \- LT TURN T~*Tv /y 3~^>- RT TURN ET AH -'- AHEAD : HEAD PLUG if • r — " iCDI/^/^T rvn s — .-1— bPlbUI UK /-* FLG B =fv PWIN END fef-r~FE 9 i =V }~— REDUCER X^ FLG GATE VALVE ^-SELLOUT -^-BUTTSTRAP :tH~ FOL "5"^ — BS W/HH •^~ FW BE>-L H_ V|CTAU FOL W/BF FT COUPL U • LIC ING n^ r°i r°i UUILtl C~}— - TOP TANGENT OUTLET f O- TOP OUTLET O -— BOTTOM OUTLET | ©— — TOP & BOTTOM •» OUTLETS <-^>K~*— Rl II KHFAn - ABBREVIATIONS r VtKIICALELBOW UP >- — VERTICAL \J ELBOW DN K HARNESSED /% FLEXIBLE f-f COUPLING 1 1 I --^-FLEXIBLE COUPLING «*- ^ ^ / r*O MK/> pT< vv ^ DWG REF / — SHIP LOOSE / ITEM NO. /-A (490 SHEET) 13 \~y ^— HORIZONTAL ELBOW x~^/ — ITEM N0- ( /\ \*_^s• • • . ' • • . • •••'... •''."-'.•••.. . • ••:• CTE - COAL TAR ENAMEL GKT-, GASKET OAL - OVERALL LENGTH SPC -SPECIAL ^ APL - ADJUSTED PIPE LENGTH CTF - CUT-TO-FIT ARV - AIR RELEASE AV - AIR VENT BB - BANDED BELL GR - GRADE OD - OUTSIDE DIAMETER SS • - SHORT SIDE - VALVE CTX - COAL TAR EPOXY WUI , CYL - CYLINDER DB - DEEP BELL BC - BEGINNING OF CURVE DEC - DEGREESBEV -BEVEL OH - DISHED HEAD , BF - BLIND FLANGE DIM - DIMENSION BFV - BUTTERFLY: VALVE DEFL - DEFLECTION. BH - BEGIN HORIZONTAL DN -DOWN HPI - HAND HOLE OS - OFFSET . rfnm/nWTAi OUT - OUTLET POINT OFINTERCEPTION HPL - HORIZONTAL PIPE LENGTH ; ID - INSIDE DIAMETER OF PIPE INV - INVERT OF PIPE BK - BACK • DWG -DRAWING Ll - LINE ITEM . £? ~ BmwGOFF EC - END OF CURVE If'-''' Ifff SIDEBO - BLOW-OFF ECC _ ECCFNTR|C LT - LEFT . BOP - BOTTOM OF PIPE ^ - END HORIZONTAL "-TDN - LEFT & DOWN DEFLECTION BS - BUTTSTRAP ^ _ ^^ ™~ LTUP - LEFT & UP DEFLECTION CB -CARNEGIE BELL ELL -ELBOW CCP - CONCRETE CYLINDER PIPE EOU - EQUATION CD -'CHECK DIMEN C/L - CENTERLINE ( CHG - CHANGE CM - CEMENT MOR" CMC - CEMENT MOR: CML - CEMENT MOR" COM - COMBINED DE CONG - CONCENTRIC CONTR - CONTRACTOR INTERCEPTION CPLG - COUPLING LWB - LAP WELD BELL LWS - LAP WELD SPIGOT -Sc!0^,Dr FE - FLANGED END MAX -3F PIPE FF _ FLAT FACE MC rAR FLG - FLANGED MH FAR COATING FOL ~ FLANGED OUTLET MIN FAR LINING " ~ FIELD TOP FLECTION nc ~ FITT|NG FW - FIELD WELD FWPB - FIELD WELD )INT OF PRESSEAL BELL SPIGOTCS - CARNEGIE SP GOT " " MK - NLL - NO. NOM SYMBOL MAXIMUM UITER CUT MANHOLE MINIMUM MARK NOMINAL LAY LENGTH MUMBER- MOMINAL REVISION PC - PIECE STA - STATION . STD - STANDARD STL - STEEL PE - PLAIN END TAN .- TANGENT ' PEBS - PLAIN END BUTTSTRAP THK - THICKNESS PECP - PLAIN END COUPLING . TL - TOTAL LENGTH P±n ~ ^TE':--' TOL - THREADED OUTLETPSB - PRESSEAL BELL ' TOP -TOP OF PIPE PSS - PRESSEAL SPIGOT ' —; _ up D£FLECTION QTY - QUANTITY R DAnii ic VIGT ~ VCTAULIC R(rn orn irrp VPI - VERTICAL POINT OFRED - REDUCER INTERCEPTION REF - REFERENCE RPL - REFERENCE PIPE LENGTH W/. -WITH ROT - ROTATION • WSP - WELDED RT - RIGHT STEEL PIPE RTDN - RIGHT & DOWN DEFLECTION WT - WEIGHT RTUP - RIGHT & UP DEFLECTION SCH - SCHEDULE I SHT - SHEET £ SO - SALES ORDER [ a DATE BY APPVD f mlllDiMP®!!) Southern Division ^ POINSETTIA HILL CARLSBAD MWD JRAWN MSR 07-10-97 CIVIL CONSTRUCTORS 1ECKED AnOD"2! 1 9 nkPPNTO / \ V-/ **J \J \-J I £- • \J CDCD — I 1X1cea. GENERAL NOTES 1. PROJECT SPECIFICATIONS: CARLSBAD MUNICIPAL CODE - g. MATERIAL SPECIFICA STANDARD SPECIFICATIONS: AWWA C200^ C205* <L3$I . • f-+ L |~*~ u. csieei: 2. These drawings are based on current information and AMERON Sheet is not held responsible for improper alignment due to Plate field conditions or laying methods which may cause the pipe to lay other than as shown. All service connections, tie— in locations, existing pipe outside diameters, outlet locations, Reinforcing Bar etc., are to be verified by the Agency or Installation Contractor prior to returning these drawings marked "Approved". . Bell Rings Fabrication will commence upon receipt of approved drawings. 3- Pipe shall be laid in the direction and sequence shown, with " . bells ahead, unless otherwise indicated on the layout drawings. Welded Wire- Fabric. . - • " • - . 4. All stations and elevations are given at the TOP OF PIPE . t>. Cement Mortar: 5. Project billing is based on: Slope Length __X__ Horizontal Length Lump Sum TIONS (Latest revision): - ASTM A570 Gr. 36 - ASTM A36 - ASTM A615 Gr. 40 (Plain) - ASTM A576 Gr. 1012 or Gr. 1015; ASTM A635 Gr. 1012, or ASTM A36 ~ ASTM A5 7 6 Gr. 1012 : . - ASTM A185 Cement - ASTM C150 Type II Aggregates — ASTM €33 : •'•-'• ' . ."•'•'."..-. '.-•••' ':.'•• • - - ''.•."-•."•,•."• :.. . • .1 ••••-• .• . . .•-••-•.•• . ,• • . . .-...••'••.-TO. All material specifications dimensions are nominal and are 6. Wood internal bracing or stulling: Is Required _X_ Pipe ..with.. |.D. _3J3_ subject to the appropriate, specification plus and minus steel ; ; :•'-.;" Not Required _^ Pipe with I.D. •__ ' mill tolerances, ' : : : ; .,' ; • ' ' ..... - •....• . • . . . ••'.-' -..-.• ... ' •... - . • . ... • - . ' • . • -• • . • • ....7. The following shall be clearly marked on the interior or exterior • 11: PAINT: • ' surface of the pipe at spigot end: (1) Size, pressure in PSI and -,_ . . ' ' , kl c<«rr /AM ., '•' \ V ; \plate thickness of specials (2) Company name and date pipe System 1 = Amercoat No. 5105 (All exposed metal,, except . was coated. (3) Piece mark. (4) Field top (FT) for bevels, flange face, unless other system is indicated) elbows, outlets, or pipe with other special attachments, and flanges. System 2= (Bolt holes in flanges to straddle FT centerline unless otherwise noted)System 3= . . • 8. All AMERON furnished blind flanges will be shipped loose with System 4- nuts, bolts and gaskets. SYMBOL REVISION DATE BY APPVD ^i\ r^r>r?rgwvif^ Concrete & Steel Pipe Group aAMJUulMHMll Southern Division POINSETTIA HILL CARLSBAD MWD ORAVW MSR 07-10-97 CIVIL CONSTRUCTORS CHECKED AGO 031 "* 0 en22 CO CO UJcszCL. GENERAL NOTES fContinuedV 12. STATION ADJUSTMENTS AND CHANGES IN DIRECTION: a. The pipeline layout drawings show the stations and elevations at control points along the pipeline. Stationing with straight alignment is maintained .by installing the pipe with the standard inside joint space, Js , shown as Step 1. Minor corrections in stationing are made by increasing or decreasing the inside joint space as shown in Step 2 and 3. The minimum and maximum values tabulated below must be maintained. Step 1, Pipe is assembled with standard joint space, J Inside Diameter ID 12 to 21 24 to 54 Inside Joint Space Js 0.25 0.50 Jmax 1.00 .1.25 Jmin 0.25 0.25 Step 2. Joint is initially deflected by increasing the space Jw on one side up to a hiaximum, J max •.<" b. In a pulled condition, when the maximum vaJues are used, the installation can be verified by the angular deflection and offset dimension, as shown below. For this project the two values are given in the Pipe Design Data Sheet: Step 3. Additional joint deflection is obtained by decreasing the joint space J „, on the opposite side down to a minimum, .'J._in." J SEQUENCE OF DEFLECTION PULLED JOINT REFERENCE DETAIL c. Grouting of the joint spaces. Fill the joint recesses with cement—mortar consisting of 1 part cement to not more than 2 parts fine aggregate by weight. SYMBOL REVISION DATE BY APPVD Concrete & Steel Pipe Group Southern Division POINSETTIA HILL CARLSBAD MWD DRAWN CHECKED APPVD MSR 07-10-97 CIVIL CONSTRUCTORS A09031 4.0 CD $2 c-c CXJ ctrQ_ F = OVERALL LENGTH OF STANDARD PIPE GROUT BAND PLACED IN FIELD (BY OTHERS) L = NOMINAL LAY LENGTH OF STANDARD PIPE MORTAR COATING CEMENT MORTAR POURED IN FIELD (BY OTHERS)REINFORCING WIRE EMBEDDED IN MIDDLE THIRD OF COATING- 2.00" CEMENT MORTAR PLACED IN FIELD (BY OTHERS)CHAMFER 1/1 6"± "— DIAMETRICAL CLEARANCE BETWEEN BELL AND SPIGOT ON DIAMETER 0.0" MIN. 0.125" MAX . / // '/ // 7Z~~ WELDED STEEL.PIPE : MANUFACTURING DATA D ' LJOLKCL UJ . O<,zo IN. .30 30 S r, <" $*%inao 150 150 , APPROX.H FOOTAGE1202 826 GENERAL B _ SOCKETz DEPTH2.00 2.00 Tc v . NOMINALz LININGTHICKNESS0.50 0.50 E NOMINALz COATINGTHICKNESS0.75 0.75 G SPIGOT ENDz COATINGHOLDBACK2.50 2.50 - FglivO-jo. FT. 40.58 20.29 STEEL CYLINDER Ty^_ CYLINDERz THICKNESS0.188 0.188 Dy _ OUTSIDEz DIAMETER31.875 31.875 MIN. PLANTw TESTPRESSURE320 320 a °5' 5^gs LBS./FT. 65 65 RElNF, WIRE • • llJo " 1 NO. 14 14 H ;g'8«.sypOo.z»u IN. 1.00 1.00 •;.' INSTALLATION /DATA: ,: L o& FT. 40.46 20.17 C .is IN. 1 .50 1.50 Db _,Q <Q 2 UJ O°-ZCL IN. 33.6 33.6 Js = INSIDE JOINT• SPACE0.50 0.5.0 N ••: *%30. •2^H;X-lZ <=>0ZCL-j ANGLE 1 .80 1 .80 P & 0£ill FT. :' 1.27 1.27 ^ MINIMUM ' '.-•• RADIUS : .1290 1290 " • t- • ' •5 i£' ISU}^J IBS. 204 204 £-oC3 S_5 !7)P 9: K. zSPi o55=V) U. -JO. TONS 4.13 2;06 Concrete & Steel Pipe Group Southern Division CDCD C\3 UJ SYMBOL REVISION DATE BY APPVO POINSETTIA HILL CARLSBAD MWD DRAWN CHECKED DWG SCALE: NOT TO SCALE APPV'D MSR 07-10-97 CIVIL CONSTRUCTORS A09031 10.0 CON REF DWG SYM 5 4 3 2 1 PIECE NO. 1 1 1 1 1 QTY SO LI 20.17 20.17 20.17 40.46 40.46 BILNG QTY CLASS 150 30" WSP LWB/LWSBEVEL BELL 3.967° CLASS 15030" WSP LWB/LWSBEVEL BELL 3.961° CLASS 15030" WSP LWB/LWSBEVEL BELL 5.000° CLASS 150 30" WSP LWB/LWSBEVEL BELL 2.771° CLASS 15030" WSP PEDH/LWS SPC BEGIN CONSTRUCTION DESCRIPTION REVISION DATE 500 \o 500 10 500 IO 500 10 503 10 DWG REF 20.17 20.0820.08 20.1720.0820.08 20.1720.0620.06 40.4640.4440.42 40.4640.46 40.43 RPLAPLHPL DRAWN: MSR BY DATE :7-21-97 CONT ' 1 A \ 1 ^ io \iu>cfa I D 3 3 " v, •i "V, • • v • ON 31 OP t7 PLAN READ UP T O _L Q O *3 Q VPI= 12+73.82 VPI= 12+49.65 BHC= 12+39.47 T 9_i_*31 fi"7. VPI= 12+25.00 1 T J.Q1 AA~ TOPSTATION(Ft) 3.967°C1: 3.961°Rt-ppx/T . n n n Q ° TTT 3.961°Cf(0.105°Up) 5.841°Rt 5.851°C] (1.027°Dn) (R=290.00](52.706°Rt 2.640°R1 3 > 3 3' 2.771°Cb (0.329°Dn) DEFLECTION DATA (2 9 A"7 1 O 46.04) (245.64) 94 c n^- (244.79) O/1 -3 A A. TOPELEV(Ft) 1.053°0.01840.9998 1.044°0.01820,9998 1.401°0.02450.9997 2.249°0 . 03930.9992 SLOPETAN COS CARLSBAD MWD<-, POINSETTIA HILL /^WrOTffflTl CARLSBAD TRACT NO. 93-03AMIUimmilU CITY OF CARLSBAD Order : A09031 30" WSP CM/CL WATERLINE CONCRETE & STEEL PIPE GROUP SOUTHERN DIVISION CIVIL CONSTRUCTORS PROJECT: A09031 SHEET: 30.0 CON REF DWG SYM 12 11 10 9 8 7 6 PIECE NO. 1 1 1 1 1 1 1 QTY SO LI 20.17 20.17 20.17 20.17 20.17 20.17 20.17 BILNG QTY CLASS 15030" WSP LWB/LWSBEVEL BELL 3.967° CLASS 15030" WSP LWB/LWSBEVEL BELL 3.967° CLASS 150 30" WSP LWB/LWSBEVEL BELL 3.967° • CLASS 150 30" WSP LWB/LWSBEVEL BELL 3.967° CLASS 15030" WSP LWB/LWSBEVEL BELL 3.967° CLASS 15030" WSP LWB/LWSBEVEL BELL 3.967° CLASS 15030" WSP LWB/LWSBEVEL BELL 3.967° DESCRIPTION REVISION DATE BY 500to 500 VO 500to 500 10 500 »O 500to 500to DWG REF 20.1720.0820.08 20.17 20.08 20.08 20 . 17 20.0820.08 20.17 20.0820.08 20.1720.08 20.08 20.1720.0820.08 20.17 20.08 20.08 RPL APL HPL DRAWN: MSR DATE: 7-21-97 CONT ' D fiD fitl fitl fi•tl fitl fitl fit fic CONT'D B ON ' 1 ; 1 'ROI" 32 1 30 PLAN READ UP Smssm \1i5o G^ T A j_"3O Q*5-X ^± T ™> ti • y J J_*± + J_<<£ . OD" 1 *3 _i_QO "7^7Xo + :?z . / 1 "3 1*70 dr» 1 "3-4-R9 £1 - 1 "3 j."5 O c A TOP STATION (Ft) -RTPVT ~\ QK7°Rt-- 3.967°Cb 3.967°Cb 3.967°Cb 3.967°Cb 3.967°Cb -PPVT, "^ Qfi7°Pt"- 3.967°Cb 3.967°Cb DEFLECTION DATA 940 70- 940 0.0,- 94 Q q£. 940 cq. 94ft 97- 947 ftfi- 947 4Q- 947 1 9- TOP ELEV (Ft) LOSS'5 0.01840.9998 SLOPETANCOS CARLSBAD MWD POINSETTIA HILL CARLSBAD TRACT NO. 93-03 CITY OF CARLSBADOrder : A09031 30" WSP CM/CL WATERLINE CONCRETE & STEEL PIPE GROUP SOUTHERN DIVISION CIVIL CONSTRUCTORS PROJECT: A09031 SHEET: 31.0 . CONREFDWG SYM 16 15 14 13 PIECE NO. 1 1 1 1 QTY SO LI 5.00 19.60 40.46 20.17 BILNG QTY w/ 8" FE TEE, LT CLASS 15030" WSP FE/FE 30" BFV (BY OTHERS) w/ 2" HALF CPLG, UP CLASS 15030" WSP • LWB/FESPC CLASS 15030" WSP LWB/LWSBEVEL BELL 4.142° CLASS 15030" WSP LWB/LWSBEVEL BELL 3.967° DESCRIPTION REVISION DATE DRAWN BY DATE : 505 »0 50410 500 \O 500to DWG REF 5.005.005.00 1.001.001.00 19.6019.6019.60 40.4640.3740.37 20.1720.0820.08 RPLAPLHPL : MSR 7-21-97 CONT ' D PE r A 4 CONT ' D i 0 "V. • = 6 F ON 3 3 T ) , : ROI^ 33 • 1 31 PLAN READ UP ^klDDffilHniQ 1 C_i_CO "3rJ.-3 + bo . oj- OUT= 15+65.85 " 1 E^4-£'} "*c r OUT= 15+60.35 EQU=15+15.44 Ah15+06.24 Bk EHC= 15+06.24 i 4.4.77 no. TOPSTATION(Ft) ^ ft 1 1 C -f /W o IfC5-K cL i ( I r" o »* DTTt T n AT CO Of-. 4.142°Cb 3.967°Cb DEFLECTION DATA O cr 1 *5ft- 9 c T -i q. 9 c -i -1*7. 9 c n ft 1 - 9 c n n 7- TOPELEV(Ft) 1.053°0.01840.9998 SLOPETANCOS CARLSBAD MWD POINSETTIA HILL CARLSBAD TRACT NO. 93-03 CITY OF CARLSBADOrder : A09031 30" WSP CM/CL WATERLINE CONCRETE & STEEL PIPE GROUP SOUTHERN DIVISION CIVIL CONSTRUCTORS PROJECT: A09031 SHEET: 32.0 CDcn 00 00 — ) L-LJce: CONREFDWG SYM 24 23 22THRU18 17 PIECE NO. 1 1 5 1 QTY SO LI 40.46 40.46 40.46(ea.) 40.46 BILNG QTY . CLASS 15030" WSP LWB/LWSSTD CLASS 15030" WSP LWB/LWSSTD 18 19 20 21 22 CLASS 15030" WSP LWB/LWSSTDS w/ 2" HALF CPLG, DN CLASS 15030" WSP FE/LWSSPC 30" BFV (BY OTHERS) DESCRIPTION REVISION DATE BY 10 ..«> \0 506 »0 DWG REF 40.4640.4740.46 40.4640.4640.45 40.46202.30202.27 40.4640.4640.45 1.001.001.00 RPLAPLHPL DRAWN: MSR DATE: 7-21-97 CONT ' D t •• t CONT ' D • • • O Ic F ON 34 k. k k ' . k 3 h f 'ROM 32 PLANREAD UP 1 Q_i_QO QQ- VPI= 18+80.00 1 ft 4-1 9 fl6- n OUT= 15+71.41 -1 C i C.Q 0 C. T c; i CR "5 c. TOPSTATION(Ft) (0.067°Dn) -PITT T n n *? n o n-n- DEFLECTION DATA (257.01) 9R£ Rl - 9 c c 7 c 9 c 9 n A. - 9CT on. 9q-i 9 p. TOPELEV(Ft) 1.032°0.01800.9998 1.053°0.01840.9998 1.053°0.01840.9998 SLOPETANCOS CARLSBAD MWD<-, POINSETTIA HILLA^TfiWPffftn CARLSBAD TRACT NO. 93-03A\MJUL1HJU1JLUU CITY OF CARLSBAD Order : A09031 30" WSP CM/CL WATERLINE CONCRETE & STEEL PIPE GROUP SOUTHERN DIVISION CIVIL CONSTRUCTORS PROJECT: A09031 SHEET: 33.0 t-u CONREF DWG SYM 32 31 30THRU27 26 25 PIECE NO. 1 1 4 1 1 • QTY SO LI 14.21 40.46 40.46(ea.) 40.46 40.46 BILNG QTY w/ 2" HALF CPLG, UP CLASS 15030" WSP LWB/FESPC CLASS 15030" WSP LWB/LWSSTD 27 28 29 30 CLASS 150 30" WSP LWB/LWSSTDS CLASS 150 30" WSP LWB/LWSSTD CLASS 150 30" WSP LWB/LWSSTD DESCRIPTION REVISION DATE BY 504 \0 \o IO \o ID DWG REF 14.2114.2114.21 40.4640.4640.46 40.46161.84161,83 40.46 40.4640.46 40.46 40.4740.47 RPLAPL HPL DRAWN: MSR DATE: 7-21-97 CONT ' D Ptj CONT ' D O • • :>_ --c • • • E ON 35 S k i i • L L 'ROM 33 PLAN READ UP O 1 J.QH AH- OUT= 21+88.40 91 4-7fi 1 Q- VPI= 21+55.00 on .•ac n A. -1Q.'7'3 Q-l. T q loo AC.. VPI= 19+30.00 VPI= 19+05.00 T ft J.QO QQ TOP STATION(Ft) •PTTT .T • 0 4 7 fi °'TTn- (0.000°Dn) • -PTTT.T. n 9 Oft 'Tln- CO. 138 °Dn) (0.275°Dn) "DTTT T H O m o~nn- DEFLECTION DATA 9 fi O A. 7- h 9fiO 91- (260.00) ocq QI. oco n Q. 9R7 7R- (257.75) (257.44) 9R7 9"^- TOP ELEV(Ft) 1.048° 0.01830.9998 0.573°0.01001.0000 0.573°0.0100 1.0000 0,781° 0.01360.9999 SLOPETANCOS CARLSBAD MWD ^ POINSETTIA HILL /^WfWWinn CARLSBAD TRACT NO. 93-03zlMJUliMJulMJU CITY OF CARLSBAD Order : A09031 30" WSP CM/CL WATERLINE CONCRETE & STEEL PIPE GROUP SOUTHERN DIVISION CIVIL CONSTRUCTORS PROJECT: A09031 SHEET: 34.0 CONREFDWG SYM 36 35 34 33 PIECE NO. 1 1 1 1 QTY SO LI 40.46 40.46 40.46 5.00 BILNG QTY CLASS 15030" WSP LWB/LWSSTD CLASS 15030" WSP LWB/LWSBEVEL BELL 1.814° w/ 2" HALF CPLG, DN CLASS 15030" WSP FE/LWSSPC 30" BFV (BY OTHERS) w/ 8" FE TEE, LT CLASS 15030" WSP FE/FE 30" BFV (BY OTHERS) DESCRIPTION DRAWN REVISION DATE BY DATE: 10 500 10 506 \O 505 10 DWG REF 40.4640.4640.41 40.4640.3840.33 40.4640.4640.45 1.001.001.00 5.005.005.00 1.001.001.00 RPLAPLHPL : MSR 7-21-97 CONT ' 1 t , , E E 0= b E CONT ' D D • • • O 1 Ic I ON 36 i P Ud p L.i1 'ROM 34 PLAN READ UP O"3 j.1 ft i^n VPI= 22+95.00 • VPI= 22+25.00 OUT= 21+99.46 O1 _i_ Q *7 An. o i , Q/T An. OUT= 21+93.92 O T j. Q T A H. O1 J.OH A n. TOPSTATION(Ft) (0.054°Dn) -PTTT T O 0 9 Q ° Fir»- kRPVT . 1 ft 1 A o TTrv (2.289°Up) ^ DEFLECTION DATA (264.20) OC1 1C. (2 60.70) ocr> cr\£* U \J • U '\J tcrt no. 9 fin 4Q- 9 P, 0 47- TOPELEV(Ft) 2.833°0.04950.9988 2.862°0.05000.9988 1.048°0.01830.9998 1.048°0.01830.9998 SLOPETANCOS CARLSBAD MWD^ POINSETTIA HILL/^wiTrownn CARLSBAD TRACT NO. 93-03AVAUJUllSJ^UU CITY OF CARLSBAD ,,-- Order : A09031 30" WSP CM/CL WATERLINE CONCRETE & STEEL PIPE GROUP SOUTHERN DIVISION CIVIL CONSTRUCTORS PROJECT: A09031 SHEET: 35.0 CONREFDWG SYM 42 41 40 39 38 37 PIECE NO. 1 1 1 1 1 1 QTY SO LI 20.17 20.17 20.17 40.46 40.46 40.46 BILNG QTY CLASS 15030" WSP LWB/LWS BEVEL BELL 3.704° CLASS 15030" WSP LWB/LWSBEVEL BELL 3.701° CLASS 15030" WSP LWB/LWSBEVEL BELL 4.966° CLASS 15030" WSP LWB/LWSSTD CLASS 15030" WSP LWB/LWSSTD CLASS 15030" WSP LWB/LWSSTD DESCRIPTION REVISION DATE BY 501 to 501 \O 500 ID vo \o IO DWG REF 20.1720.0920.06 20.17 20.0920.06 20.1720.0620.03 40.4640.4640.41 40.4640.4940.44 40.4640.4640.41 RPLAPLHPL DRAWN: MSR DATE: 7-21-97 CONT1 j1 1 i1 - 4 CONT ' D D aaa • -N. -o • • • F ON \ \ \ k k . L 37 'ROM 35 PLAN READ UP temB O A _i. *7 Q Q '7- O A j_ *3 Q Q. *7- BHC= 24+15.92 OT j-QQ A. t^. OT j_1 fi C-QZ J + J.O . 3y~ TOPSTATION(Ft) -RPVT. 7 7Oft °T.1-- 3.704°Cb TJT?^^ "J 7nCOT*-•DEiVJj J . /UO JjU 3.701°Cb ni^xrr A 0*70 OT i-- 4.966°Cb(R=310.00) (53.406°Lt)(L=288.95) -DTTT T 1 "5 T Q O T t-- 1.317°Cb DTTT T fl HO A OFiri- DEFLECTION DATA 9 «7 A O fi_ 273.27- ir71 o 1 _ 9 £ Q o o_ O ^ R 7 £- TOPELEV(Ft) 2.809°0.0491 0.9988 SLOPETANCOS CARLSBAD MWD POINSETTIA HILLCARLSBAD TRACT NO. 93-03CITY OF CARLSBADOrder : A09031 30" WSP CM/CL WATERLINE CONCRETE & STEEL PIPE GROUP SOUTHERN DIVISION CIVIL CONSTRUCTORS PROJECT: A09031 SHEET : 36.0 CONREF DWG SYM 48 47 46 45 44 43 PIECE NO. 1 1 1 1 1 1 QTY SO LI 20.17 20,17 20.17 20.17 20.17 20.17 BILNG QTY CLASS 150 30" WSP LWB/LWSBEVEL BELL 3.731° CLASS 150 30" WSP LWB/LWSBEVEL BELL 3.714° CLASS 15030" WSP LWB/LWSBEVEL BELL 3.704° CLASS 15030" WSP LWB/LWSBEVEL BELL 3.704° CLASS 15030" WSP LWB/LWSBEVEL BELL 3.704° CLASS 150 30" WSP LWB/LWSBEVEL BELL 3.704° DESCRIPTION REVISION DATE BY 501 501 \0 501 \o 501 10 501 \O 501 10 DWG REF 20.17 20.0720.03 20.17 20.0820.05 2-0 . 1720.09 20.06 20.1720.0920.06 20.1720.0920.06 20.17 20.0920.06 RPLAPL HPL DRAWN: MSR DATE: 7-21-97 CONT1 1 1 1 - CONT ' D D • •-N.. •NT- • ? t'e e E ON L k \ \ \ \ \ 1RO^ 38 1 36 PLANREAD UP /S^WMRMfO _ O^J_OATQ<£b+/iU .jo~ VPI= 26+11.30 oCj_nn 1 1^-Z D + U U . J D VPI= 25+85,47 25+80.29- oi^j-cn 0*3. •5 1^ j_/in i c..£ o+ftu . Xo- 25+20.10- •D K_i_nn m^io + UU . u j TOPSTATION(Ft) (0.838°Up) 3,707°Lt-.nT7T7T H A P n 0 TTrt- 3.731°Cb (0.382°Up) 3.708°Lt-BEVL 0.283°Up-3.714°Cb -T3T7\7T 1 "VOQCT f~. 3.704°Cb .n'PTTT "5 *7n P or f-- 3.704°Cb -BEVL 3.708°Lt- 3.704°Cb I3'C1\7T "3 TnQOTf--DCiVLl J. /UO J-lU 3.704°Cb DEFLECTION DATA o Q n trT.4O U . D J (279.89) -9*70 op. (278.45) hOTp on. o "7 T7 on. OTC O 7- 0*7^ OA_ OT/l OC-Z /ft . /io- TOPELEV(Ft) 3.572°0.0624 0.9981 3.092°0.0540 0.9985 2.809°0.04910.9988 2.809°0.04910.9988 SLOPETANCOS CARLSBAD MWDPOINSETTIA HILLCARLSBAD TRACT NO. 93-03/*** T" *"P^/" /"^f ^""*7\ "DT O1D 7V T^L..L 1 1 VJl1 V*./uvLlO.D,nU Order : A09031 30" WSP CM/CL WATERLINE CONCRETE & STEEL PIPE GROUP SOUTHERN DIVISION CIVIL CONSTRUCTORS PROJECT: A09031 SHEET: 37.0 CON REFDWG SYM 53 52 51 50 49 PIECE NO. 1 1 1 1 1 QTY SO LI 40.46 40.46 20.17 20.17 20.17 BILNG QTY CLASS 15030" WSP LWB/LWSBEVEL BELL 1". CLASS 150 354° 30" WSP LWB/LWSBEVEL BELL 4.971° CLASS 15030" WSP LWB/LWSBEVEL BELL 3.689° CLASS 15030" WSP LWB/LWSBEVEL BELL 3 .718° CLASS 15030" WSP LWB/LWSBEVEL BELL 3.736° DESCRIPTION REVISION DATE BY 501 \ /""\ 501 \o 501 10 501 \D 501to DWG REF 40.4640.4340.30 40.4640.3540.22 20.1720.0920.02 20.1720.0720.01 20.1720.0720.02 RPL APL HPL DRAWN: MSR DATE: 7-21-97 CONT'D ON 39 - ft - VJ tf Kx. k • ft -- ft - >T> 0 «*_xJ• ft - CONT'D FROM 37 PLANREAD UP 27+51.66- 9*7 4-1 1 "3fi- EQU=26+95.55 Ah27+04.87 Bk EHC= 27+04.87 26+80.45- 26+60.42- O£-i_A fi AT - VPI= 26+37.14 26+20.38- TOPSTATION (Ft) jDpvT, n *}C;R OT.J-. 1.354°Cb -BEVL 4. 987°Lt-. 4.971°Cb -BEVL 3.701°Lt-3.689°Cb 3.702°Lt-RPVT n 44.n°TTr>- 3.718°Cb(0.527°Up) 3.704°Lt-BEVL 0.544°Up-3.736°Cb DEFLECTION DATA 291.58- 0 Q Q 07. - 285.16- - 283.57- h OQ-l Q7_ (281.71) - 280.53- TOPELEV(Ft) 4.555°0.0797 0.9968 4.116°0.07200.9974 SLOPE TANCOS CARLSBAD MWD c, POINSETTIA HILLA\wirr^Win CARLSBAD TRACT NO. 93-03AuYHUUjaJ^jLUU CITY OF CARLSBAD Order : A09031 30" WSP CM/CL WATERLINE CONCRETE & STEEL PIPE GROUP SOUTHERN DIVISION CIVIL CONSTRUCTORS PROJECT: A09031 SHEET: 38.0 CONREFDWG SYM 58 57 56 55 54 PIECE NO. 1 1 1 1 1 QTY SO LI 20.17 20.17 20.17 20.17 40.46 BILNG QTY CLASS 15030" WSP LWB/LWSBEVEL BELL 3.938° CLASS 15030" WSP LWB/LWSBEVEL BELL 3.942° CLASS 15030" WSP LWB/LWSBEVEL BELL 3.865° CLASS 15030" WSP LWB/LWSSTD CLASS 15030" WSP LWB/LWSSTD DESCRIPTION 502 IO 501 VO 501 10 \o 10 DWG REF 20.1720.0820.00 20.1720.0820.00 20.1720.0820.00 20.1720.17 20.11 40.4640.4940.36 RPLAPLHPL DRAWN: MSR REVISION DATE BY DATE:7-21-97 CONT ' D 1 j1 I A CONT ' D •Vj • •v. • • • F ON 40 " , ROM 38 PLANREAD UP 004.70 1 c;. op.4.c;o 1 &.- 28+20.00 VPI= ' 28+19.22 90 . -i 9 i 9. BHC= 27+96.53 O7j.m ££- TOPSTATION(Ft) JDt?\7T. O QCTOD4-. 3.938°Cb 3.954°Rt 3.942°CbTRANS. TO 3.5' 1 (0.417°Up) 3.868°Rt-"RP\7T . O 9 fi Q o TTn- 3.865°Cb(R=290,00)(53.384°Rt)(L=270.20) "DTTT t 1 0 1 O OPt~- 1.208°Cb DEFLECTION DATA 9 q Q 09. 9QP no. UN COVER (296.96) 9 Q C. 0 Q. 9QA 7Q- 901 cr o TOPELEV(Ft) 4.973°0.08700.9962 4.825° 0.08440.9965 4.555°0.07970.9968 4.555°0.07970.9968 SLOPETANCOS CARLSBAD MWDc-. POINSETTIA HILL /^WlTTOTrnYl CARLSBAD TRACT NO. 93-03AMMmmUU CITy OF CARLSBAD Order : A09031 30" WSP CM/CL WATERLINE CONCRETE & STEEL PIPE GROUP SOUTHERN DIVISION CIVIL CONSTRUCTORS PROJECT: A09031 | SHEET: 39.0 CONREFDWG SYM 64 63 62 61 60 59 PIECE NO. 1 1 1 1 1 1 QTY SO LI 20.17 20.17 20.17 20.17 20.17 20.17 BILNG QTY CLASS 15030" WSP LWB/LWSBEVEL BELL 3.. 96 5° CLASS 150 30" WSP LWB/LWSBEVEL BELL 3.965° CLASS 15030" WSP ' LWB/LWS BEVEL BELL 4.011° CLASS 15030" WSP LWB/LWSBEVEL BELL 4.836° CLASS 15030" WSP LWB/LWSBEVEL BELL 3.938° . CLASS 15030" WSP LWB/LWSBEVEL BELL 3.938° DESCRIPTION REVISION DATE BY 502 IO 502 502 \O 502 10 502 \O 502 \0 DWG REF 20.1720.0820.07 20.1720.0820.07 20.1720.0920.09 20.17 20.1320.11 20.1720.08 20.00 20.1720.0820.00 RPLAPL HPL DRAWN: MSR DATE: 7-21-97 CONT ' D I J 1 J1 A J 1 J 1 J 1 CONT ' D 3 B "V. m 1 66 F ON L k k , ;ii RO^ 41 1 39 PLAN READ UP ^ffilSPEOQ 904-79 A.A- L 9Q4-R9 7*7- oq ,09 op. VPI= 29+15.88 9 Q 4.1 9 1 £- 9 Qj_Q9 1 r^- TOPSTATION (Ft) JQT7\7T. 7 Q£ C O Pt*- 3.965°Cb 3.965°Cb 3.964°Rt 4.011°Cb(3.420°Dn) 3.957°Rt-PPTTT. 9 *7 Q 9 O T"Yn- 4.836°Cb •BEVXj 3 953*^ Rt~ 3!938°Cb 3.938°Cb DEFLECTION DATA on *7 AC, o n £ q n". L *a n £ "3 fi- _ o nc on . (305.37) one n c_ o no o T . O.H1 R^- TOPELEV(Ft) 1.552°0.0271 0.9996 1.552°0.0271 0.9996 2.181°0.0381 0.9993 4.973°0.08700.9962 4.973°0.08700.9962 SLOPETANCOS CARLSBAD MWDPOINSETTIA HILL CARLSBAD TRACT NO. 93-03CITY OF CARLSBADOrder : A09031 30" WSP CM/CL WATERLINE CONCRETE & STEEL PIPE GROUP SOUTHERN DIVISION CIVIL CONSTRUCTORS PROJECT: A09031 SHEET: 40.0 CONREFDWG SYM 68 67 66 65 PIECE NO. 1 1 1 1 QTY SO LI 20.17 8.48 20.17 20.17 BILNG QTY w/ 2" HALF CPLG, CLASS 15030" WSPSPC DN FE/LWS 30" BFV (BY OTHERS) w/ 2 " HALF CPLG, CLASS 15030" WSP UP LWB/FEBEVEL BELL 4'.901° CLASS 15030" WSP LWB/LWSBEVEL BELL 3. CLASS 150 985° 30" WSP LWB/LWSBEVEL BELL 3.965° DESCRIPTION REVISION DATE BY 506 ID 507 1O 502 \r\ 502 10 DWG REF 20.1720.1720.17 1.001 001.00 8.488.378.37 20.1720.0920.08 20.1720.0820.07 RPL APLHPL DRAWN: MSR DATE: 7-21-97 CONT'D ON 42 * •v • O t=$ /\ if-^->c O -N. , • . _.. 1 "NT • L-s' , • fl - CONT'D FROM 40 PLANREAD UP 30+62.2o.J OUT= 30+44.11 ^<^i55 f' 30+42. C 30^50 •> r_> \c OUT= 30+39.05 3o^ V5^ 30+32. € 30+12.5 -o ;Q.>y VPI= 30+12.55 30+00.00 29+92. £ TOP STATION (Ft) CARLSBAD MWD^ POINSETTIA HILL -o -BEVL 4. 902°Rt- 4.901°Cb 3.967°Rt-BEVL 0.398°Dn- 3 . 985 °Cb (0.398°Dn) 3.5' MIN COVER -BEVL 3.966°Rt-3.965°Cb DEFLECTION DATA - 308.99- - 308.58- ono c£_ - 308.40- - 307.99-1 (307.99) - 307.45 TOPELEV (Ft) 1.155° 0.02020.9998 1.552°0.0271 0.9996 SLOPE TAN COS /^WlWWTF) CARLSBAD TRACT NO. 93-03£J,\-1\JUU1JJ3U t_JJU ^TTV OT7 r'A'BT CnST* Order : A09031 30" WSP CM/CL WATERLINE CONCRETE & STEEL PIPE GROUP SOUTHERN DIVISION CIVIL CONSTRUCTORS PROJECT: A09031 SHEET: 41.0 CONREFDWG SYM 73 72 71 70 69 PIECE NO. 1 1 1 1 1 QTY SO LI 9.36 40.46 4O .46 40.46 20.17 BILNG QTY ENO CONSTRUCTION CLASS 15030" WSP LWB/PEDH SPG w/ 18" FE TEE, RT CLASS 15030" WSP LWB/LWSSPC CLASS 15030" WSP LWB/LWSSTD CLASS 15030" WSP LWB/LWSSTD CLASS 15030" WSP LWB/LWSBEVEL BELL 3.704° DESCRIPTION REVISION DATE BY 508 10 50^ 10 ID ,0 502 DWG REF 9.369.369.36 40.4640.4640.45 40.4640:4640.45 40.4640.4640.45 20.1720.0920.08 RPLAPLHPL DRAWN: MSR DATE: 7-21-97 •tf A CONT ' D w • • • •v • • E -xfy6 «K l L i\ 'ROM 41 PLANREAD UP s&A 79J.OO "34- VPI= 32+22.34 •J 0,-| 0 QQJ^ + J-^ . y o- OUT= 32+10.00 •31 • TO C-3. 11 o.'i o no- 's nj-QT C"3ou + yj. . tjo- EQU=30+76.05 Ah30+66.73 Bk EHC= 30+66.73 "3 ri-i-CO OT.j U + O«i . ^ j-i TOPSTATION(Ft) (0.000°) TDTTT T n nQQOTDt-rULjLi U . \Jy.y .KU T3T?T7T "3 TriAODI--DCiVlj J ^ Hit K.t.3.704°Cb DEFLECTION DATA 0 T 0 A0_ (312.03) Til Q Aj J.J. . O%- -i -I -I n"3. "3i n 91 - o no An o n p Q Q_ TOP• ELEV(Ft) 1.155°0.02020.9998 1 . 155°0.02020.9998 SLOPETANCOS CARLSBAD MWDc-, POINSETTIA HILL ^^TJDCMROIQ CARLSBAD TRACT NO. 93-03 Order : A09031 30" WSP CM/CL, WATERLINE CONCRETE & STEEL PIPE GROUP SOUTHERN DIVISION CIVIL CONSTRUCTORS PROJECT: A09031 SHEET: 42.0 SYMBOL • REVISION • DATE SO LINE ITEM BY SHIP REF SHEET APPVD ITEM NO. 0 © © © (7) © 0 © © QUANTITY THIS DWG 75 LOOSE MATERIALS DESCRIPTION GROUT BAND: 9" W x 8'8" FAB LG W/ 1/2" SS DWG SCALE: NOT TO SCALE MATERIAL SPECIFICATION MFC STD PART NUMBER 10125-010 r^\ rs^vorcrvsrM^i Concrete & Steel Pipe Group ^AMMIMrQJllJ Southern Division POINSETTIA HILL CARLSBAD MWD DRAWN CHECKED APPVD MSR 07/11/97 CIVIL CONSTRUCTORS A09031 490.0 C2 cc _jnj—> BEVEL PIPE TABLE PIECE MARK 2 3 4 5 6 7 8 9 10 11 12 13 14 35 40 REF SHT 30 30 30 30 31 31 31 31 31 31 31 32 32 35 36 CLASS 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 PIPE ENDS LWS/LWB LWS/LWB LWS/LWB LWS/LWB LWS/LWB LWS/LWB LWS/LWB LWS/LWB LWS/LWB LWS/LWB LWS/LWB LWS/LWB LWS/LWB LWS/LWB LWS/LWB OAL 40.58' 20.29- 20.29' 20.29' 20.29' 20.29' 20.29' 20.29' 20.29' 20.29' 20.29' 20.29' 40.58' 40.58' 20.29' BEVEL ANGLE 2.77T 5.000" 3.961- 3.967 3.967 3.967 3.967 3.967 3.967 3.967 3.967 3.967 4.142' 1.814' 4.966' OFFSET 0.13' 0.23' 0.18' 0.18' 0.18' 0.18' 0.18' 0.18' 0.18' 0.18' 0.18' 0.18' 0.19' 0.08' 0.23' FIELD TOP LOCATION (ANGLE) +72* +87 +9CT +9CT +90- +90- +9CT +90- +90" +90" +9CT +90' +90' + 1 SO' -90" (OIST) 1.65' 1.981 2.06' 2.05' 2.05' 2. 2. 2. 05' os- os- 2.05' 2. 2. 2. 2. 4. OS- OS' os- os- 11' 2.06' BEVEL END Cs Cs Cs Cs ® Cs Cs Cs vs L S Cs ® ® . Cs ® REF ITEM QUANTITY nrdrRiPTinu MATERIAL PARTSHEET NO. THIS DWG utawnriwn SPECIFICATION NUMBER 10 (7) 15 30" WSP BEVELS ^ HH-• • \ : 1 os -l-q~~ OAL @ LS FIELD TOP LOCATION MEASURED FROM LONG SIDE. FACING BEVEL: (+)=CLOCKWISE; (-)=COUNTER-CLOCKWISE ^ff^AMERON C°NpIPE GROUPAmm INTERNATIONAL SYMBOL REVISION DATE BY POINSETTIA HILL CARLSBAD MWD DRAWN MSR 07/21/97 CIVIL CONSTRUCTORS CHECKED A P\ O O "7 1 APPVD DWG SCALE: NOT TO SCALE APPVD r^^J <-> W ^> I vJUU.U BEVEL PIPE TABLE PIECE MARK 41 42 43 44 45 46 47 48 49 50 51 52 53 56 57 REF SHT 36 36 37 37 37 37 37 37 38 . 38 38 38 38 39 39 CLASS 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 PIPE ENDS LWS/LWB LWS/LWB LWS/LWB LWS/LWB LWS/LWB LWS/LWB LWS/LWB LWS/LWB LWS/LWB LWS/LWB LWS/LWB LWS/LWB LWS/LWB LWS/LWB LWS/LWB OAL 20.29' 20.29' 20.29' 20.29' 20.29' 20.29' 20.29' 20.29' 20.29' 20.29' 20,29' 40.58' 40.58' 20.29' 20.29' BEVEL ANCLE 3.70V 3.704' 3.704' 3.704' 3.704' 3.704' 3.714' 3.73V 3.736' 3.718' 3.68'9' 4.97V 1 .354' 3.865' 3.94Z OFFSET 0.17' 0.17' 0.17' 0.17V 0.17' 0.17' 0.17' 0.17' 0.17' 0.17' 0.17' 0.23' 0.06' 0.18' 0.18' FIELD TOP LOCATION (ANGLE) -9ff -90- -90- -90- -90- -90- -94' -97 -98' -97" -90- -90* -90- +94' +9Z (OIST) 2.06' 2.06' 2. 2. 2. 2. 2. 2. 2. 2. 2. 2. 2. 06' 06' 06' 06' 16' 22' 25' 21* 06' 06' 05' 2.15' 2.1 r BEVEL END ® Cs L S CS •L S L S US L S L S VS CS L S L S L S REF ITEM QUANTITY DESCRIPTION MATERIAL PARTSHEET NO. THIS DWG utauflfiiON SPECIFICATION NUMBER 10 (T) 15 30" WSP BEVELS 9\ iros "}___ ; : T" ' . ' OAL @ LS ^^ A "K K IT1 TD C\ VT CONCRETE & STEELFIELD TOP LOCATION MEASURED FROM LONG SIDE, FACING BEVEL: (+)=CLOCKWISE; (-)=COUNTER-CLOCKWISE ^^AMlljKUiN plpE GROUPAmW INTERNATIONAL SYMBOL REVISION DATE BY POINSETTIA HILL CARLSBAD MWD DRAWN MSR 07/21/97 CIVIL CONSTRUCTORS CHECKED A O O /^ "Z 1 APPVD OWG SCALE: NOT TO SCALE APPVD r^^J ^J \J ^1 1 ~>VJ 1 .u UJcr BEVEL PIPE TABLE PIECE MARK 58 59 60 61 62 63 64 65 66 * 67 69 SYMBOL REF SHT 39 40 40 40 40 40 40 41 41 507 42 CLASS 150 150 150 150 150 150 1 50 150 150 1 50 150 • PIPE ENDS LWS/LWB LWS/LWB LWS/LWB LWS/LWB LWS/LWB LWS/LWB LWS/LWB LWS/LWB LWS/LWB LWS/LWB 'LWS/LWB OAL 20.29' 20.291 20.29' 20.29' 20.29' 20.29' 20.29' 20.29' 20.29' 40.58' 20.29' BEVEL ANCLE 3.93ff 3.938' 3.938' 4.836' 4.01V 3.965' 3.965' 3.965' 3.985' 4.90T 3.704' OFFSET 0.18' 0.18' 0.18' 0.22' 0.18' 0.18' 0.18' 0.18' 0.18' 0.22' 0.17' FIELD TOP LOCATION (ANGLE) +90' +90- +9CT +55' +81' +90' +90- +90' +84' +90' +90' (DIST) 2.06' 2.06' 2.06' 1.25' 1.85' 2.05' 2.05' 2.05' 1.92' 2.05' 2.05' BEVEL END Cs L S CS Cs Cs Cs VS Cs L^ cs L S REF ITEM QUANTITY nF<:rRiPTinN MATERIAL PARTSHEET NO. THIS OWC DESCRIPTION SPECIFICATION NUMBER 10 (T) 11 30" WSP BEVELS -"•'--. ' ' . * NOTE: ADDITIONAL FITTING WORK REQUIRED 0 v , A : Tos ^ <r—\ -': • ; •••-'• "-'""• :' •' '"-'• -.- \ • "f" OAL © LS ' r £1 AA/n^TPnM CONCRETE & STEELFIELD TOP LOCATION MEASURED FROM LONG SIDE. FACING BEVEL: (+)=CLOCKWISE; (-)=COUNTER-CLOCKWISE /I^^MJd *&>£A 3 PIPE GROUPJftmm INTERNATIONAL REVISION DATE BY POINSETTIA HILL CARLSBAD MWD DRAWN MSR 07/21/97 CIVIL CONSTRUCTORS CHECKE° AOOD^I ^n^nAPPVD DWG SCALE: NOT TO SCALE APPVD /~\\U U *U ^J 1 OU/:.U CO Jrzj—3 SYMBOL REF ITEM QUANTITY SHEET NO. THIS DVW 10 (T) 40.58 801 (2) 1 f -1 LWS 40.581 • REVISION DATE BY APPVD DWG SCALE: nF-WRIPnnN MATERIAL PART; DESCRIPTION SPECIFICATION NUMBER 31.88" OD x 3/16" CYLINDER TEST HEAD W/OUTLET A 9, X- \ PEDH J^^ CLASS 1bO S \( 1 A COATING 3/4" 1 30 J LINING 1/2" rq,j mm A "M" W T? O Tsl CONCRETE & STEEL ^mm2-\.lVIJCjlVvyIN PIPE GROUPA«m INTERNATIONAL rira UIT.WVJI- POINSETTIA HILL CARLSBAD MWD DRAWN MSR 07/21/97 CIVIL CONSTRUCTORS f*LjCf+iscr\cnc.L.»\t.U » ^i x-v j— v -^ ^4 NOT TO SCALE APPVO MU C? U O I DUO.O F T REF SHEET 10 880 ITEM NO. 0 QUANTITY THIS OWG DESCRIPTION 31.88" OD x 3/16" CYLINDER 30" CLASS D RING FLANGE 2" SCH.40 HALF CPLG MATERIAL SPECIFICATION PART NUMBER PIECE MARK 15 32 CLASS 150 150 CUT SCH. 2 2 PIPE ENDS LWB/FE . LWB/FE •A" 19.60' 14.21' -BT 2.01 ' 2.01 ' "C" 17.60' 12.21' COAT'G 3/4" 3/4" LINING 1/2" 1/2" REF SHT 32 34 •AMERON INTERNATIONAL CONCRETE & STEEL PIPE GROUP SYMBOL REVISION DATE BY APPVO POINSETTIA HILL CARLSBAD MWD DRAWN CHECKED DWG SCALE: NOT TO SCALE APPVD MSR 07/21/97 CIVIL CONSTRUCTORS A09031 504.0 a. REF SHEET 10 880 880 ITEM NO. o © QUANTITY THIS OWG DESCRIPTION 31.88" OD x 3/16" CYLINDER 30"FLANGE 13.3" X 13.4" X 3/16" PL COLLAR 8.62" OD x 0.32" NOZZLE 8" CLASS D RING FLANGE MATERIAL SPECIFICATION PART NUMBER NOTE: FOR OUTLET ASSEMBLY DETAILS SEE SHEET 800 PIECE MARK 16 33 CLASS 150 150. CUT SCH. 2 4 PIPE ENDS FE/FE FE/FE •A" 5.00' 5.00' "B" 2.531 2.5 r •<r 2.47' 2.491 COAT'C 3/4" 3/4" UNINC 1/2" 1/2" REF SHT 32 35 •AMERON INTERNATIONAL CONCRETE & STEELPIPE GROUP —1 LiJ SYMBOL REVISION DATE BY APPVD POINSETTIA HILL CARLSBAD MWD DRAWN CHECKED DWG SCALE: NOT TO SCALE APPVD MSR 07/21/97 CIVIL CONSTRUCTORS A09031 505.0 l\ 0.04' (TYP) •F'T REFSHEET 10 880 ITEM NO. © QUANTITY THIS DWG DESCRIPTION 31.88" OD x 3/16" CYLINDER 30" GLASS RING FLANGE 2" SCH.40 HALF CPLG PIECE MARK 17 34 68 CLASS 150 150. 150 CUT SCH. 3 5 4 PIPE ENDS LWS/FE LWS/FE LWS/FE "A" 40.58' 40.58' 20.291 "BT 38.58' 38.58' 18.31' "C" 2.0V 2.01' 1.99' COAFG 3/4" 3/4" 3/4" LINING 1/2" 1/2" 1/2" REF SHT 33 35 41 MATERIAL SPECIFICATION PART NUMBER •AMERONINTERNATIONAL CONCRETE & STEEL PIPE GROUP i ->cvCO\—' CX: CN: SYMBOL REVISION DATE BY APPVD POINSETTIA HILL CARLSBAD MWD DRAWN CHECKED DWG SCALE: NOT TO SCALE APPVO MSR 07/21/97 CIVIL CONSTRUCTORS A09031 506.0 a. REF SHEET ITEM NO. QUANTITY THIS DWG DESCRIPTION MATERIAL SPECIFICATION PART NUMBER 10 0 8.48'31.88" OD x 3/16" CYLINDER 880 30" CLASS r RING FLANGE 2" SCH.40 HALF CPLG 2.00' LWB NOTE!: BEVELED END SHOWN IN ROTATED VIEW. SEE END VIEW FOR CORRECT ORIENTATION. FOR BEVEL DATA NOT SHOWN. SEE SHEET 502 F T 150CLASS COATING LINING 1/2" 3/4" CS# 4 •AMERONINTERNATIONAL CONCRETE & STEEL PIPE GROUP SYMBOL REVISION DATE BY APPVD POINSETTIA HILL CARLSBAD MWD DRAWN CHECKED DWG SCALE: NOT TO SCALE APPVD MSR 07/21/97 CIVIL CONSTRUCTORS A09031 507.0 REF SHEET ITEMNO. QUANTfTY THIS DWG DESCRIPTION MATERIAL SPECIFICATION PART NUMBER 10 0 9.361 31.88" OD x 3/16" CYLINDER 801 TEST HEAD W/ OUTLET PEDH 9.36' LWB 150CLASS COATING LINING 1/2" 3/4" IAMERONINTERNATIONAL CONCRETE & STEELPIPE GROUP COeo SYMBOL REVISION DATE BY APPVO POINSETTIA HILL CARLSBAD MWD DRAWN CHECKED DWG SCALE: NOT TO SCALE APPVO MSR 07/21/97 CIVIL CONSTRUCTORS A09031 508.0 LWS REF ITEM QUANTITY nr«rpiPTiriN MATERIAL PART SHEET NO. THIS OWC utautiniun SPECIFICATION NUMBER 10 (T) 40.58 31.88" OD x 3/16" CYLINDER 880 (7) 1 18" CLASS Xf RING FLANGE (3) 1 18.00" OD x 0.375" NOZZLE (7) 1 30.0" x 31.1" x 3/16" PL COLLAR NOTE: FOR OUTLET ASSEMBLY DETAILS SEE SHEET 800 • 3-15> - (T) rTr__/,x© 0 , ,n <^Q / ^ t— /i\ Li- 1 ' J 40.46' CLASS 150 • / \ / 72 \ COATING 3/4" I 42 / LINING 1/2" rc;jj AAMERON CONgpP E E TE GI?oupEEL Mmm INTERNATIONAL ^lrc> ^KUU^ POINSETTIA HILL CARLSBAD MWD DRAWN MSR 07/21/97 CIVIL CONSTRUCTORS CHECKE° A D 0 D ~*\ 1 ^na nSYMBOL REVISION DATE BY APPVD DWG SCALE: NOT TO SCALE APPV'O /~\\J *J \U ^-J I OUa.U LUD.-;a., 0.50" PIPE SIZE 30" 30" OUTLET SIZE 8" 18" UNINC rHKXNESS "L" 0.50" 0.50" COATING THICKNESS ~tf 0.75" 0.75" HOLDBACK DISTANCE "A" 3.25" 4.25" HOLDBACK THICKNESS "BT 0.375" 0.375" THICKNESST 0.322" 0.375" 0.188" AMERONINTERNATIONAL CONCRETE & STEEL PIPE GROUP SYMBOL REVISION DATE BY APPVO POINSETTIA HILL CARLSBAD MWD DRAWN CHECKED DWG SCALE: NOT TO SCALE APPVO MSR 07/11/97 CIVIL CONSTRUCTORS A09031 800.0 0.041 (TYP.) REF SHEET ITEM NO. 0 QUANTITY THIS OWG 2.00' DESCRIPTION 2:1 ELLIPSOIDAL HEAD: 31.875"OP x 3/16"THK PIPE: 4.5" OD x 0.237" STD WT FLANGE: 4" -150# FORGED STEEL SLIPON MATERIAL SPECIFICATION ASTM A516 GR. 70 ASTM A53 GR. B ANSI B16.5 LINING: 1/2" CM COATING: 3/4" CM PART NUMBER Concrete & Steel Pipe Group Southern Division GO CO LUor SYMBOL REVISION DATE BY APPVD POINSETTIA HILL CARLSBAD MWD DRAWN CHECKED DWG SCALE: NOT TO SCALE APPVD MSR 07/11/97 CIVIL CONSTRUCTORS A09031 801.0 \ACAD\CCP\FLGSHTD ...* ^ A ^ C U B 1 "^ m m SLIP —ON J t AWWA STANDARD STEEL FLANGES, Meets ANSI B16.1. Class Size in. 4 6 8 10 12 14 16 ,18 20 22 24 28 30 36 42 48 54 60 A Flange O.D. 9.00 11.00 1 3.50 16.00 19.00 21.00 23.50 25:00 27^50 29.50 32,00 36.50 38.75 46.00 53.00 59.50 66.25 73.00 B Flange 1.0. * 4.57 « 6.72 • 8.72 • 10,88 18.125 30.125 Tr RingFlange Thick. 0.625 0.688 0.688 0.688 0.812 0.938 1.000 1,062 1.125 1.188 1.250 1.312 1.375 1.625 1.750 1.875 2.125 2.250 To BlindFlange Thick. 0.625 0.692 0.805 0.947 1.110 1.127 1.258 1.326 1.442 1.550, 1.657 1.888 2.003 2.369 2.725 3.067 3.431 3.774 C Bolt Circle 7.50 9.50 11.75 14.25 17.00 18.75 21.25 22.75 25.00 27.25 29.50 34.00 36^00 42.75 49.50 56.00 62.75 69.25 No. Bolt Holes 8 8 8 12 12 12 1.6 16 20 20 20 28 28 32 36 44 44 52 Bolt Hole Oia. 0.750 0.875 0.875 1.000 1.000 1.125 1.125 1.250 1.250 1.375 1.375 1.375 1.375 1.625 1.625 1.625 1.875 1.875 A ^ CL C JHI288S8S8S8^ ASS "D BLIND 1 (150 PSI) 125 Drilling BOLTING DATA Bolt Oia. 0.625 0.750 0.750 0.875 0.875 1.000 1.000 1.125 1.125 1.250 1.250 1.250 1.250 1.500 1.500 1.500 1.750 1.750 *ing Fig BoltLength 2.50 3.00 3.00 3.00 3.00 3.50 3.50 4.00 4.00 4.30 4.50 4.50 5.00 5.50 6.00 6.00 9.00a 9.00a Bind Fig BoltLength 2.50 3.00 3.00 3.00 3.50 4.00 4.00 4.00 4.50 5.00 5:00 5.50 5.50 6.50 7.00 7.50 10.00a 10.50a Thread Spec. 11NC-2 10NC-2 10NC-2 9NC-2 8NC-2 8NC-2 7NC-2 7NC-2 7NC-2 7NC-2 7NC-2 7NC-2 6NC-2 6NC-2 6NC-2 5NC-2 5NC-2 RING PART „ I _i FLANGE NUMBER A04FLG-D15 A06FLG-D15 A08FLG-015 A10FL 5 A12FLG-D15 A14FLG-D15 A16FLG-D15 A18FLG-P15 A20FLG-D15 A22FLG-D15 A24FLG-D15 A28FLG-D15 A30FLG-D15 A36FLG-D15 A42FLG-015 A48FLG-D15 A54FLG-D15 A60FLG-D15 BUND FLANGE PART NUMBER A06BFL-D15 A08SFL-D15 A12BFL-D15 A14BFL-D15 A16BFL-D;15 A18BFL-D15 A20BFL-D15 A22BFL-D15 A24BFL-D15 A28BFL-D15 A30BFL-D15 A36BFL-D15 A42BFL-D15 A48BFL-D15 A54BFL-D15 A60BFL-D15 ITEM NO. 0 0 © Oo0oooo QUANTITY THIS OWG 10 2 1 DESCRIPTION FLANGE: 30" FLANGE: 8" FLANGE: 18" STEEL RING STEEL RING STEEL RING FACING: The flange face shall flat and have a serrdt approximately 32 serrq nch, 1/64" deep. Ser spiral or concentric. E surfaces and bolt- hole de'burred, TOLERANCES: '• Outside diameter Inside diameter Thickness of flanges 1 Thickness of flanges 2 Bolt circle diameter Bolt hole spacing Bolt hole diameter « BORE BASED ON STD SCH PIPING, "a" USE STUD BOLTS WITH 2 HEX NUTS EACH. SYMBOL REVISION DATE BY APPVD ae machined ed finish of , tions per 'ations may be dges of faced s shall be ±1 ±1 8 and smaller +1 0" and larger +3 + 1 + 1 -0 MATERIAL SPECIFICATION ASTM A36 ASTM A36 ASTM A36 /8" /16" /S" 0" /16". -0" /16" • /32" '. +1/16" CAMERON CON£FpE E TE GRouJEEL JLmm INTERNATIONAL rlrCj <jlvwur DRAWN CHECKED OWG SCALE: NOT TO SCALE APPVD MSR BP POINSETTIA HILL CARLSBAD MWD c 07/II/97 03/27/97 CIVIL CONSTRUCTORS A09031 880.0 : • •-' •' CO CO —3 LU a..