The URL can be used to link to this page

Home My WebLink About3307; CARLSBAD BLVD SHORE PROTECTION; SUBMITTALS; (2)L $ SeduIe 40 Drainage Fit h9s SENT WELD) r H L ---w ci - 1.bp.r Size 100 Part No. (1) (S) 4 34 112-0004 2.888 r 6' 100 112-0005 3.875 .198: L1' 1 L2ç MIPTXH ADAPTER LO per Size 100 Part No. (1) (Li) (1,2) 4 39 1 234.0004 3.375 1 1.75 1.50 8 3 527 24008 1 9.75 10700 112-0010 - 10.75 12) 1100 112-0012 10.50 15 1850 1124015 11.75 27 I 11125 112-0027 I 22.75 I 8.29 CS .SDL Lb per size 100 Pitt No. (SD) (P) 4 33 211-0094 1.813 • Ml 6. 98 211.0008 3.053 .62L 8- t4 2114008 1 4 .251 10 212 211-0010 1_2 1.751 12 - 450 211-0012 3 1.50 15 750 211-0015 1 3.25 1.751 IS 127S 211-0018 3.25 2.251 - 21 2100 211-0021 1 L_3.50 2.501 241 3000 2114024 I 4 1 2.751 - III J MIPT PLUG Iii iuS Lb per Size 100 Part No. (S) 4 • 228.0004 1 .938 R. _23 - 59 1 228-0006 _1.938 2 L2 (11 FIPTXH ADAPTER 06 L 04 Lb per I Size 100 I Part No 1 (L) (LI) (1.2) 4 I 60 I 221-0004 3.525 2 1.313 6_I_108 1_ -s_631_3 1__1.375 ' 444 12 LI —\ S. CLEANOUT bn FIPT X SPIGOT L i Lb per Size 100 Part No. (L) (Li) (12) 86 229-0004 4.688 1.313 3.13i — 'i:_ 90 229.0006 4.375 1.125 MOLDED riyriijn ALL flTW Av4LrFn --....._4-68 — ..w— .......—. ................''r -- - _ I GPK SDR 35 FITTING SPECIFICATIONS 1.0 GPK PVC Sewer Fittings shall be rnatu1actured in accordance with either ASIM 0-3033, D-3034 or F-679. The PVC Material shall have.a minimum cell classification of 12454-B, 12454-C or 12364-C as defined in ASTM D.1784. 2.0 The purpose of GPK in-line fittings iso convey municipal sanitary and indu;tiial wastes, storm water run-off and many other related appjicior.s. They are designed to be used in gravity flow .and low pressure applications not to exceed 24 psi. 3.0 Injection Molded Fittings are produôd in sizes 4" through 8•' diameter. Fabricated Fittings are produced in sizes 4" through 27" tha1eter. A fabricated fitting is considered any fitting made from pipe or a combination of pipe and jnded components. &o Chemical Resistance. GPK 1itting All not be affected by sewer gases, particularly hydrogen sulfide. nor sulfuric acid which is the usual r$uit of chemical waste when combined with water. In addition. GPK fittings resist attack from certairalcohots, alkalies. salt solulions, acids and other types of chemicals. Refer to chemical rcsistaflta chart. 5.0 Marking. GPK fittings shall be mark" with applicable sine, "PVC." company name or logo, PSM or PSP (if applicable) and the ASTM pification number (0-3033, D-3034, or r-679). The fittings and/or packaging shall also include the raflpfacturer's date and shift code. 6.0 Testing. A test after installation otIeier low pressure air (Urii-B-6) or a water infiltration-exfiltral ion test is recommended. The allowadlei would be as follows: 6.1 Air Test Starting pressure sh9u4 be 3.5 psig greater than the averagc back pressure of any ground water above Ph—Pipes invert (not to exceed 9.0 psig). The minimum times required for a 1.0 pSI:'0p from starting pressure are: 4" - 3/ minutes 8' - 7½ minutes 12". 111/4 minutes 6" - 53/4 minutes i10 - 9½ minutes 15". 14¼ minutes 82 Water Test When testing for exflltr$io1 the average internal pressure shalt not be greater than 5 psi and at any part of the ttal system shall not be under any greater pressure than 10.8 psi or 25 it. head. The rnai4rnurn water less allowance shall 1101 be greater than 50 gallons per inch of pipe diaie r, per mile, per 2'l hours. Infiltration testing shall be the same allowable as the exflltr ior allowable. 10 Deflection Test. The maximum allo*aDe pipe's fitting deflection should be 71/2% of base ID as shown in Table Xl.l of D-3034. Teètin for this is normally unnecessary when using proper construction practices and inspectn during pipe and fitting installation. It may be used when unstable trench walls or bottoms, heavy rainfall, frozen soil, high ground water levels, deep lines or difficulty in attaining compaction Is Oreient. A television camera and "go-nogo" gage are some devices used. 8.0 Backfllling and Tamping. Backtillinp should follow closely ;4ltel assembly of pipe and fittings. 8.1 Backfilhing with prqper material is important to achieve ciesirud density in haunching area which enables pipe. finings and soil to work together to meal designed load requirements. This elirir,aes excess deflection and shear breaks due to heavy loads. Approved material ih4l be used properly, compacted continuously above and around the pipe and fittingS M WCi as between the fitting and trench wall. A cushion of approved material opit a minimum of 17' over the fittings and between the trench walls shall be done in acorar.e with the engineers' specifications. 8.2 Tamping. This shall bO cone by hand tamping of the embedment material between the trench wall of the ervce ifle fitting and riser connection. Tamping can also be done by mechanical tampeçs of cy using water to corrsoliduto the embedment material. Extreme unstable ground äonitions may require wider tronches in enable you to compact a larger area aroundjth pie and fittings to the density consistent of the original ground surface conditions,! 04 1<1 .0 Service Lines. Normally, service tlne from the property line to the collection sewer should be a minimum depth of 3 feet at the propaty line and should be laid in straight alignment and unifoirn slope of not less than ¼" per toot 1o4 4" nominal pipe and '," per toot for 6" pipe. Where collection sewers are deeper than 7 feet a vertiCal standpipe of stack is permitted. Deep sewer chimney and risers necessitate extreme care dur4 backfilling. Where surface loading is anticipated the final backfill must be compacted to a dandify compatible with thoso surface loads to be encountered. 9.1 sackfilllng around p106 service laterals on slope. Extra attention should be given on slopes to prevent the nNly backfilled trench from becoming a "French Drain' Before backtilling completely tl$ere is a tendency to; ground and surface water to follow the direction of the looser sDil. This flow may wash out soil from tinder or around pipe and branch line fittings, redicing or eliminating the support needed. To avoid this problem the backtilling should b+ of greater compaction. Tamping should be done in 4" layers and continued in this mnner all the way up to ground or surface line of the trench. Concrete collars or othr concrete poured around the fitting to stabilizo unwanted movement is recommended to prevent water from undercutting the undcnide of the pipe and fittings. SUMMARY: Due to various ground conaitins and different situations. installation Itchniqucs vary widely. We warranty our products to tree of manufacturer's detects. We will not roplace the products that are installed or used incqrectly. The design of the systems that our product is used in is a factor that cannot be overldd. APPLIc*LE ASTM STANDARDS D. 618 Methods of Conditioning Plaè!lcs and Electrical Insulating Materials for Testing D 883 Definitions of Terms flelatlfii Plastics 0. 1784 Specification for, Rigid PoI Vpnyl Chloride) (PVC) Compounds and Chlorinated Poly (Vinyl Chloride) (CPVC) Compou$id 0 -2122 Method of Determining Dir ensions of 1 hermoplastic Pipe and Fittings D - 2152 Test Method for Degree of Fuiois of Extruded PVC Pipe and Molcicci Fittings by Acetone Immersion D - 2321 Practice for Underground $n50lation of Flexible Thermoplastic Sewer Pipe D - 2412 lest Method for External La4ing Properties of Pbs1ic Pipe by Parallel Plate Loading 0 - 2444 Test Method for Impact RésiSncc of Thermoplastic: Pipe and rittings by Moans of a Tup D - 2856 Practice for Making Solvent Qernented Joints with Poly (Vinyl Chloride) (PVC) Pipe and Fittings 0 -3034 Specification for type PSM Ply (Vinyl Chloride) (l"IC) Sewer Pipe and Fittings D - 3212 Cpecitication for Joints for: Dr*in and Sewer Plastic Pipes Using rlexible Elastomoric Seals F- 412 Definitions of Terms Relat(ngio Plastic Piping Systems F - 477 Specification for EIastomriaeals (Gaskets) for Joining Plastic Pipe K2 . . . 05 GPK FITTNG SUBMITTAL SHEET Intro: GPI( manufactures PVO Swer Fittings in accordance with either ASTM 0-3033, 0-3034 Or F-679 to be used in grayIty1low or low Pff,18SUle applications. Injection molded fittings are produced in sizes 4" thi-ouh B" diameter. Fa,ricated fittings are produced in sizes " through 27" diameter. Material: Fabricated fittings are thaitzfactured front PVC pipe and molded components meeting all the requirements of ASTM .334 arid F-679 for workmanship, extrusion quality. stiffness, impact resistance, dimensions hn structural performance. Extruded pipe componnt are made from PVC material with a minirrium cell classification of 12454-C or 12364-C as bned in ASTM 0-1784. Injection molded fitting a made from PVC material with a rrlirlirlrurTl cell classification 01 .12454-C or 13343-C as ned in ASTM 0-1784. Extrusion Quality. Extruded ornponenLs are tes;ed in accordance with and meet all requirriients of ASTM D-21b2 for properly fused PVC. Impact Resistance. Extruedtcomponents are tested in accordance with ASTM 0-2444 using a 20 lb. Tu Aland a Flat Plate Holder K. ( he strength shall equal or exceed the vaha4 shown below: 4" - 5" 150 Ft-i bs 6" - B' 210 Ft-Lbs 10.' - 27's 220 Ft-Lbs Impact Resistance - lnjectin'fnoIded fittings are lestr.d in acccrciarir.e with ASTM D-2444 using a 200. lip A and a Flat Plate Holder B. The strength shall equal or exceed tic values shown below: 4• 5" 60 Ft-Lbs 6" - 8" 75 Ft-Lbs Pipe Stiffness - Exlrudedcomponents are tcstcd in accordane.e with ASTM 0-2421. The stittnesquals or exceeds thc requirerrwrils of ASTM 0-3033, 0-3034 and F-679 Of 46 psi. Pipe Flattening. Extruqed'components are flattened as desc:ribed in ASTM 0-3033, 0-3034 and Fi674 until the distant.- t,olwewi the plates is 40% of the outside diametei bt the pipe. Tirwe shall be no splitting, cracking or breaking. Pressure Deflection - Gaskted joints are tested in accordance with ASI M 0-3212. Pressure: 10 minutes fri' 10.8 psi + 10 minutes deflected ' 10.8 psi. Vacuum: 10 minutes @' 22" Hg + 10 minutes deflected 22" Hg. Internal Pressure - Fittings ae pressure tested for 10 ininiutes at a sustained pressure of 25 feet heed of water. No leakage shall occur. branch Bending - The cheica1ly fused areas around the branches of tee. wyc and Tee-Wye fittings aft tested to verily their strength and integrity. Riser Load. The aipd e-Wye fittings shall withstand a riser load of at least 1100' it 'OD pounds. No cracking or splitting shall occur. Joining Methods - Chompoaly Fused Solvent Weld Joints Solieii cement is handled and tested iii accordance with ASTM D-2564 anq D.855. The Lap Shear Strength shall equal or exceed 900 psi Cro 12 hos. Heat Fuaon Welded Joints (Butt Fusion Welds) Joints rnjst pass internal vacuum and pressure tests [10 min Cy 22" Hg125 psi]. Joints are tested for riser load support and must withstand I100' 7r'001 pounds. Joints are hydrostatic burst tested per ASTM D-159g Elastomqic Seals (Gaskets) Mut thee: all requirements Of ASTM F-477 and D-3212. Saddles - Injectibn picided saddle lees and saddle wycs shall have skirts with a minimum cf 80 square inches surface area whic:h can be bonded to pipe. FabricataU saddle tees and saddle wyas shalt have skirts with a minimum of 160. sare inches surlace area which can be bonded to pipe. 3/8" x 1 3/4" LOCK BOLT 910 COVER (HOPE) (optional) ' •WT. 1½Lb. PART 910-2 HDPE (Non Bolt) COVER LIFT PART 910-2B HOPE (Lack Bolt) . 1 MARKING 91/4 " DIA. LOCK 4 10" DIA. - • :.. 10 1/4 910 BODY (HOPE) WT. 3 b - PART 910-1 .. (2" X 1Y2" NOCK OUT I 42 (optional) I C.-- -113/4 " DIA. —13" DIA. REV. 211181 PAT NO. 4065020 MODEL 910-12 (NON BOLT) MODEL 910-12B (LOCK BOLT) GREEN OR GREY BLACK ON SPECIAL ORDER t) CARSON 'INDUSTRIES IINC. 1925 "A" Street, La Verne, California 91750 • (213) 339-3617 • (714) 593-2112 © p.putg'zy,: UNIVERSAL PIPE CONNECTORS ® COUPLINGS For Connecting Asbestos Cement Constructed of flexible, durable PVC, Uniseal's PIPECONX or Ductile Iron to Plastic or Cast couplings are the light-weight, economical way to repair or insert Iron and Plastic or Cast Iron plastic, asbestos cement, ductile iron, or cast iron pipe. They have to Plastic or Cast Iron been tested and found superior in flexibility and strength to any other coupling on the market today. PCX 51 I Asbestos cement or PIPECONX couplings work on all low-pressure plumbing pipe, and Ductile Iron to Plastic or cast Iron meet all standard requirements of the plumbing industry codes. The simple design and stainless banding assure professional results in Sales# Pipe Size A B C minutes, with no special tools requird. Once installed, PIPECONX couplings are leakproof, chemical resistant, impervious to roots, and PCX 5144 4"x 4" 4.80 4.45 3.90 unaffected by soil conditions. PCX 51-64 6" x 4' 7.05 4.45 5.75 PCX 51-66 6"x6" 7.05 6.45 5.75 PCX 51-88 8" x 8" 920 8.60 6.50 PCX 56/ Plastic or Cast Iron to Plastic or Cast Iron Sales# Pipe Size A B C PCX 56-125 1.25' x 1.25" 1.70 1.70 3.40 PCX 56-150/125 1.5' x 1.25 1.95 1.70 3.40 PCX 56-150 1.5" x 1.5" 1.95 1.95 3.40 PCX 56-215 2" x 1.5" 2.45 1.95 3.40 PCX 56-22 2" x 2" 2.45 2.45 3.40 PCX 56-32 3" x 2" 3.45 2.45 3.95 PCX 56-33 3" x 3" 3.45 3.45 3.95 PCX 56-42 4" x 2" 4.45 2.45 4.20 PCX 56-43 4" x 3" 4.45 3.45 3.95 PCX 56-44 4" x 4" 4.45 4.45 4.20 PCX 56-54 5" x 4' 5.45 4.45 4.00 PCX 56-55 5" x 5' 5.45 5.45 4.00 PCX 56-64 6" x 4" 6.45 4.45 5.60 PCX 56-66 6" x 6" 6.45 6.45 5.70 PCX 56-86 8" x 6" 8.60 6.45 6.00 PCX 56-88 8" x 8" 8.60 8.60 5.75 PCX 56-108 lOx 8" 10.65 8.60 6.50 PCX 56-1010 10" x 10" 10.65 10.65 6.40 PCX 56-1210 12" x 10" 12.65 10.65 6.50 PCX 56-1212 12" x 12' 12.65 12.65 8.00 PCX 56-1515 15"x15" 15.4515.45 9.00 PCX 56-1818 18" x 18" 18.90 18.90 10.00 PCX 56-2121 21"x21" 222522.25 12.00 PCX 56-2424 24" x 24' 25.00 25.00 14.00 _A HI LAJI A Made in the United States of America N. SEAt... Manufactured by Uniseal P.O. Box 6864, 1800 W. Maryland Street, Evansville, Indiana 47712 1-800-44.3-9081 FAX 812-429-1831 44) MATERIAL APPROVAL SUBMITTAL C.W. MCGRATH, INC. DATE. PROJECT # P.O. BOX 2488 EL CAJON, CALIFORNIA 92021 1 3203 SUBMITTAL NO. DNEW DRESUBMITTAL PREVIOUS SUBMITTAL NO.________ SPECIFICATIONSECTION:_________ SUBMITTAL TITLE: ,?e- ,e/ç 51WM1 1)Ml"1 SUBCONTRACTOR/SUPPLIER: /J'2 çMn12f REVIEWED BY CONTRACTOR: JOBSITE . OWNER TAMARACK AVE. WIDENING CITY OF CARLSBAD PROJECT #3203 APPROVAL & COMMENT 4/.'?,&viZ c,,1,4fE,v $..4.tdO Q(/jVAL6lI7:M44. 8 ,(oTE' r*%I2o( SE rAf W C P 1> 7f 44sv,vff 4- 011ç4VX- ) (,n.'CA, L. SA,it, c4i4f) .1'tri sf2sz-4,bPCEJ N* 7- svirwe4c h-V 725,djoAz A \ I '• W4- MARK N. BRAWTHEP* / NJ/F)9 CQ431E / UiW/.i4( P bi'&3Eb V !s. 10, EC. W. McGRATH, Inc. Contractors Ucense No. 168197 GENEZ:RAL ENGINEERING CONTRACTOR December 114, 1992 Tamarack Ave. Widening Project No. 3203 Submittal No. 5 Imported Sand - Pipe Zone ;*WOODWARD SAND COMPANY INC.** .. TEST No.:[ 621.3SAMPLE.:5/16 DRY SCREENED SAND FP.OM.:Mc GRATHSAND PIT SIEVE WI. RET. RET. IND. % RET. AVERAGE STD DEV STATUS 7. PASS ASTM C-366 0.0--- 0.0 -------- 0.0--------- -------- ----- - io 0. f/4---- 2.0--- .0.2 -------- 0.2---- -------------------- -. 9'.7 4--- 10.0 1.2 -------- 1.0---- ------ ---.--- 0UT> •8.7 100 #5 -S- 18.0 2.2 -------- 1.0 ------ ---------- -------- . 197.7' #6--- 29.0 3.6 -------- 1.3 ------ - --------- . 42.0-- --- -------- 1.6--------------- ----- ---- 94.7 #8---- 59.0---- 7.4 -------- 2.1 ----- - --- - -------- .--- 0UT)> 92.5 95 - 100 -#16 ---- 177.O--- 22.3 -------- 14.8--------.-.--- ------- . IN >> 77.6 70 - 95 -------7B.0--- 47.6--------25.3---------------------1N >> 57.3 35 - 7 #50--7-599.0--- 75.5--------27.8 --------- ---- ---I.N >> 24.4 10 - 91.9-- ------ 16.3 ------ _-_-____ IN >> •8.0 *200----778.0--- 98.1 -------- 6.1--------------------. --H1t3H>> 1.8 PAN ----------------------------------------------------- . ---•--. . --------------------------------------- ---------------------------------------------------------------- SAMPLE WT:793.0q . . a TEST .ATE.:06/07/9L Analysis 8y:JIM C. . L'o you want to Enter another Analysis: (Y) '.Or Exit 'Program: (E)? o/z. Cc'T •°f P6242. z .. < J4L /4./0LifL POST OFFICE BOX 2488.. 13080 HIGHWAY 80. EL CAJON. CALIFORNIA 92021 • TELEPHONE (619) 443.3811 FAX 8(619)443-3459 MATERIAL APPROVAL SUBMITTAL C.W. MCGRATH, INC. :,. DATE PROJECT # P.O. BOX 2488 .:. EL CAJON, CALIFORNIA 92021 3203 SUBMITTAL NO__ (Ta.)) 7JNEW DRESUBMITTAL PREVIOUS SUBMITTAL NO. ~VBM;114L A9-'4r SPECIFICATIOf4 SECTION:. SUBMITTAL TITLE: Pi PE SUBCONTRACTOR/SUPPLIER: REVIEWED BY CONTRACTOR: JOBSITE . . . OWNER TAMARACK AVE. WIDENING . CITY-OF CARLSBAD PROJECT #3203 APPROVAL & COMMENT / A'1ei2T zEJ iV2 /3 j,eot! . 2-. 1v' f4 .. 130, JAN- 7-9Z THU 1:22 H. G. FENIL,,. .. 1I, I?,! CS&T 9212016 April 17, 1992 __-Page 2 ABLF A: LABORATORY TESTING OF CONCRETE AGGREGATE, 3-19-92 31EVF ANALYSIS (ASTM C136 and C117), percent passing SkV§J~1'7e Sample No t Sample No. Sample No, 3 2" 100 1-1I2 83 100 100 in 34 97 99 3/4' 5 24 73 I/V 1 3 24 /8 2 5 1 1 #200 o.61 0.8 04 Speci ic Gravity, Coarse, (ASTM C127) 2. 6,2 2.62 2.62 Percit Absorption, (ASTM C121) 0i`9 0.9 1.1 Resic.ance to Abrasion, (ASTM C131) • I % Loss After 100 Revolutions J- 2.5 2.9 9 Loss After 500 Revolutions - 12.4 14.6 Resit ance to Abrasion) (ASTM C535) % Loss After 200 Revolutions 3.3 - - Loss After 1000 Revolutions 13.8 - Soundness, (ASTM CBS) Total % Loss By Weight 1033 0.43, 3.33 Percent Clay Lumps, (ASTM C142) " 1.2 0.7 0.3 Samra No. 1 . 14/2" x 314- - Carroll Canyon Sample No. 2 - In x 3/4" - Carroll Canyon Sample No, 3 - 1" x #4 - Carroll Canyon 44 40. 40 100 94 79 J 67 45 28 19.0 07 ,., .-, ,., . - , .-. , . II • • I- t. N I J N L. J <E+SOUTHERN CALIFORNIA IT SOIL& TESTING, INC. 6'SQ Riverdale St-es. San Diego, CA 92120 P.O. 5x 600627, San Diego, CA 92160-0627 619-80-4)21, FAX 619.280-4717 0 . 0 £1 O.tober 8, 1992 B G. Fenton Materials Pcst Office Box 64 S2n Diego, California 92112 K1`rENT1ON Mr. Jim Blackwell REFERENCE: SE 30, P.O. #41851 SUBJECT: Slave Analysis (ASTM C136) and Sand Equivalent (CAL C ntiemen: I,, ,,, SCS&Tj92 12016 Report No, 17 217) Southern California Soil & Testing, Inc. has performed the subject sting on the referenced material s:.mpled by your representative and received by our laboratory on tober 7, 1992. The test results are p'ovided below. / SIEVE ANALYSIS (ASTM C136), percent passing Scve Size #4 #8 #16 #30 #50 #100 #200 sand Equivalent (CALTES/ We appreciate the opp,Itunity to provide our Materials Testing Services. espectfulIy Submit1, SOUTHERN CAL1ORNIA SOIL AND TESTING, INC. Michael L- Michael B. Wheeler, R.C.E. #45358 MBW: MH:mh cc: (3) Submitted Saw OAN. FOR LAS USE ON.Y Ds Lba Age V .. Soil & Te4ing, Inc. 280 RIVERDALE STREET. SAN DIEGO, CALIFORNIA 9 2 1 2 0 Phone 280-4321 678 ENTERPRISE • ESCONOIDO, CALIFORNIA 92025 Phone 746-4544 w awwo 12.. / 11 PELO TA ON CONCRETE CYLINDERS jdx 1JAL... 97C41 b 7 Imandm . W muctum bmw and two Some ON ONd: Soume of rodi:_____________ aft no: _ Sock caniont Tam Inv: cyalows ' 1 no: TIc*ml no - çe to be a'' [) 3P Eli fte 0 14 days 0 20 dw^ 0 io 2_ Dampw PSI: i uJ 4 40u, mokemcguaww- a. zZt4 ai I I &uMern California Soil & Testing, Inc. 6280 RIVERDALE STREETS SAN DIEGO, CALIFORNIA 921w: Phone 280-4321 678 ENTERPRISE • ESCONDtDO, CALIFORNIA 92 0 2 5 ' Phone 746-4544 R.c.iimd by ______________________ os?. Date 1 _Jg-_ Job no. FIELD MIA ON CONCRETE CYLINDERS Jobe 11Z.4L 4rI!j1 L.ocaticrt i. Y AcMect convactor- Tob.tillsd Loccilon In atrucIuV Brand --- type c _ Mmbara ie 'P A #- 5awc. of sand: _________________ SGJr of rock- Conael. .eix no: S _4n7I C2 Sack contant: $'5 TknoInmr Skew. 3. C,1tos made by _ POVId5 Thick ro _______________________Ticitat n0 Age to be crua £17 0 ' ' o 28d.. 0 '°' MNt an C)k..: --- - - -: .--• -- - ......... -.-----. ---. . - T... 4-4 MATERIAL APPROVAL SUBMITTAL C.W. MCGRATH, INC. Ii DATE PROJECT # P.O. BOX 2488 '1 EL CAJON, CALIFORNIA 92021 /- - .93 3203 SUBMITTAL NO. ONEW DRESUBMITTAL PREVIOUS SUBMITTAL NO.________ SPECIFICATIONSECTION:_________ SUBMITTAL TITLE: SUBCONTRACTOR/SUPPLIER: REVIEWED BY CONTRACTOR: JOBSITE OWNER TAMARACK AVE. WIDENING CITY OF CARLSBAD PROJECT #3203 APPROVAL& COMMENT 1 ik /e: c,4ti: 'P ;i' 71 6?7Ac & - é4,2e'1 CePF 02-,e/c4A2D 9J5L 7;;/ ,c- ç;541 JY7L14 /4//QOt1Ai di L j42M1-1,,IilL j- 'E 7 7 z74Z,j 9,'tJ i;7 mL1?V ''''Y Acco;~;?,v'cf " MAR ?4.BRAWTHEP up El up ROBERT LYNCH TRUCKING 619 727 8034 P.02 : v .SCS&T 9121002 November 2, 1992 Page 2 TABLE 4: CONFORMANCE TESTING OF CLASS 4 AGGREGATE SUB-BASE LYNCH TRUCKING, 10-23-92 SIEVE ANALYSIS (ASTM C136), percent passing ive Size Class 4 Suli-base Sa 6" 100 4" 100 3/8" 100 #4 96 #8 78 #16 5.5 #30 35 - #50 22 #100 12 #200 7.3 Sand Equivalent (CALTEST 217) 53 Resistance Value (CALTEST 301) 77 Provided Project Specification, Contract Compliance Provided Project Specification, Operating Range SPECIFICATIONS (IL —M- 100 100 87-100 90-100 30400 35-100 0-65 0-60 0-23 0-20 22 Mm. 25 Mm. 60 Min. - TABLE 2: CONFORMANCE TESTING! OF 3/8" MANUFACTURED SAND LYNCH TRUCKING, 10-23-92 SIEVE ANALYSIS (ASTM C136), percent passing sieve Sz 418" Manufactured .5and 3/8" • 100 #4 100 #8 91 #16 70 #30 49 #50 32 dioo . 19 #200 • 12.1 Sand Equivalent (CALTEST 217) 35 Palomar Transit Mix Co. 849 West Washington Ave Escondido, CA 92027 619-480-8191 CONCRETE MIX DESIGN MIX ID : 392002 1 ] 12/03/92 CONTRACTOR : Schilling Corporation PROJECT : Tamarack conversion SOURCE OF CONCRETE : Palomar Transit Mix PLACEMENT : 3/8" place WEIGHTS PER CUBIC YARD Cement, LB Flyash, LB Pala WCS, LB C.Cyn 3/8", LB WATER, LB (GAL-US) AIR ENTRAINMENT, % Daravair, az-US WATER/CEMENT RATIO, LBS/LB SLUMP, IN CONCRETE UNIT WEIGHT, PCF (SATURATED, SURFACE-DRY) YIELD, CU FT 160 0.81 34 0.25 1594 9.36 1518 9.36 417 ( 50.0) 668 2.0 +1- 1.0 0.54 TOTAL 27.00 1.5 2.15 4.00, 137.9 3/8" slurry p. 1 40 U 0 R K A B I L I T Y 35 30 25 MIX: 392002 12/03/92 45 20 MIX ANALYSIS MIX VOLUME, Cu FT 27.00 COARSENESS (Q / (Q + I)) 2.6. WORKABILITY . . 42.5 W - ADJUST 32.7 PERCENT MORTAR 60.1 TOTAL FINENESS MODULUS 4.29 I ---------I ---------I ---------I ---------I -----------I I I I I I I I I I I I I I I I I I 01 I I I I I I I ---------I ---------I ---------I I I I I I I ---------I ---------I I I I I I I I I I I I I I I I I I I I I I I I I I I I I .............I I ---------I ---------I ---------I II I - ...............I I ..................I I I I I I I I I. I I ...........I I dI p I I I - ...........- ---------I I I I ---------I I I ..............I I I I I I I I I I I I I ...........I I ...............I I I I I I I I I I I I I I.....____I ---------I ---------I I I ---------I ---------I I I I x - TOTAL MIX o - AGGREGATES * -BOTH I ---------I ---------I ---------I ---------I ---------I I I I I I I 100 80 60 40 20 0 COARSENESS [Q/(Q+I)] MATERIALS CHARACTERISTICS STONE SAND DENSITY, SP G 2.60 2.73 % PASSING 3/8 " SIEVE 97.0 . 100.0 % PASSING * 8 SIEVE 3.0 82.0 FINENESS MODULUS 5.75 2.83 PERCENT OF AGGREGATE 50.0 50.0 MINERAL ADMIXTURE DENSITY, SP G . 2.18 P. 2 MIX: 392002 12/03/92 FULL GRADATION ANALYSIS SIEVE STONE SAND PASTE TOTAL AGGR 1-1/2 " 100.0 1000 1 1000 1000 3/4 100.0 100.0 1/2 " 100.0 100.0 100.0 3/8 " 97.0 100.0 99.0 98.5 It 4 25.0 98.0 73.3 61.5 it 8 3.0 82.0 60.1 42.5 II 16 - 62.0 52.2 31.0 it 30 - 42.0 45.2 21.0 It 50 - 24.0 39.0 12.0 it 100 - 9.0 33.8 4.5 It 200 - 4.0 100.0 32.1 2.0 ft 325 - - 98.4 30.2 - Liquid - - 87.2 26.8 - GRADATION CHART 100 ----*---*-*--- :--------------------- ------- - ot ___ ----- ----- I I I I I I I I I I I I I I I I I I I I I I I I I I I I___I_I___I_II I I I I "I I I I I I I I I I I II I I I I I I I I I• I I I I I I I I I I I I I I I I I I I Q( I___I_I___I_I___I -----I -----I -----I ----------- _.I ------ --------------- 70 I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I A I I I I I I ___ I - I___ I - I__,__ I -----I -----I -----I____ I ------ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I •I I I I _,% I___I_I___I_I ---------------I -----I___I ------ I I I I I X I u I I I I I I I I I I I I I I I I I I I I I I I I I I I I 5f' I___I_I____I_I___I -----I -----------I_.._._I ------I ----- 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I A( ----- I -----I -----I ---------- '%# I I I I I I I I I I I I I I I I I I I I I I I I I I )I I___I_I___I_I___I -----I -----------I___I ------I -------------I 'a', i I I i I i 0 i X X i I I I I I I I I I I I I I I I I I I I I I I I I I I 2" I___I_I___I_I___I -----I -----I ---------I ------ I I I I I I I I 0 I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1l I___I_I___I_I___I -----I -----I -----I ---------- .L%/ 0 u I I I I I I I I I I I I I I I I I I I I I I I 0 i # I___I..I___II___I -----I -----I -----I___I ------I _ --- _--- I I I I I I I I I I I 1 13 13 It ft It It It 1 2 3 L SIEVE . / 1/ 4 8 1 3 5 0 0 2 1 5 4 28 6 0 0 0 0 5 q x - ALL COMPONENTS 0 - AGGREGATES * - BOTH P. 3 P E R C E N T P A S S I N G Palomar Transit Mix Co. 849 West Washington Ave Escondido, CA 92027 619-480-8191 CONCRETE MIX DESIGN MIX ID : 495003 [ ] 2000 PSI 12/03/92 CONTRACTOR Schilling Corporation PROJECT : Tamarack conversion SOURCE OF CONCRETE : Palomar Transit Mix PLACEMENT : 3/8" place WEIGHTS PER CUBIC YARD CEMENT, LB FINE AGGREGATE, LB COARSE AGGREGATE, LB WATER, LB (GAL-US) AIR ENTRAINMENT, % WATER/CEMENT RATIO, LBS/LB SLUMP, IN CONCRETE UNIT WEIGHT, PCF (SATURATED, SURFACE-DRY) YIELD, CU FT 470 2.39 1613 9.47 1536 9.47 354 ( 42.4) 5.67 TOTAL 27.00 0.75 4.00 147.1 2000 psi 3/8" slurry 2000 PSI MIX: 495003 12/03/92 MIX ANALYSIS MIX VOLUME, CU FT 27.00 COARSENESS (0 / (a + I)) 2.6 WORKABILITY 42.5 W - ADJUST . 40.0 PERCENT MORTAR 59.7 TOTAL FINENESS MODULUS 4.29 -------I ---------1 ---------I -------------------I - - --------- I I I I . I I I I I I I I I I I I I I I I I I I O I u 1 I I I i I i I I I I I A# I ---------I ---------I --------- _t%I I u I I I ---------- I ---------I W I I I I I I I I I I I I I I LI I I I I I I I I R I I I I I I I I I - --------I ---------I - ...............I K 35 I I I I ..................I A I I I I I I I I I I I ...........I I I I ..............I I I I I I I I 30 I ---------I - ............_._I I ..............I ---------I --------- I I I I I ..• I I I I I I I I I -I. I ...........I I ...............I I I I I I I I I I 25 1 I ---------I --------- ---------- I ---------I I I I I I x - TOTAL MIX I 0 - AGGREGATES * - BOTH ___- - - I --- I --- I I - I I --------- 2#'LI --------- I I 1 1 100 80 60 40 20 0 COARSENESS [a/(Q+i)] MATERIALS CHARACTERISTICS STONE SAND DENSITY, SP G 2.60 2.73 % PASSING 3/8 " SIEVE 97.0 100.0 % PASSING .* 8 SIEVE 3.0 82.0 FINENESS MODULUS 5.75 2.83 PERCENT OF AGGREGATE 50.0 50.0 NO SEVERE EXPOSURE P. 2 2000 PSI MIX: 495003 12/03/92 FULL GRADATION ANALYSIS STONE SAND PASTE TOTAL AGGR 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.0 100.0 98.9 98.5 25.0 98.0 73.0 61.5 3.0 82.0 59.7 42.5 - 62.0 51.6 31.0 - 42.0 44.6 21.0 - 24.0 38.3 12.0 - 9.0 33.0 4.5 - 4.0 100.0 31.3 2.0 - - 95.6 28.5 - - - 70.3 21.0 - SIEVE 1-1/2 1 3/4 1/2 3/8 1* 4 * 8 * 16 *t 30 $1 50 *t 100 * 200 # 325 Liquid GRADATION CHART ioo *---*-*---*-.*---: -----------:-----:---: ------I ----- P 1 " E 8" R I F" E l KI 6" I So A A ."' S I S30 I I KI 2" I" L " ofI___I_I___I_I___I I I I I I I I I I I I I I I I I I I I I I I I I I I I I -----I -----I -----I___I ------ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I__II__II_l -----I -----I -----I__I ------I ----- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I A I I I I I I I I__I_I II__I -----I -----I. I _I ------ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I___ I - I___ I - I ---------------I I I I I I A I I I I I I II I I I I I I I I I I I I I I I I I I I I I___ I - I __I - I___ I I -----------I - I ------ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I X I I I I I I___I_l_I_I___I -----------I -----I ---------- I I I I I I 0 I X I I I I I I I I I I I I I I I I I I I I I I I I A I I I---I--------I-----I-----0--------I ------I ----- I I I I I I I I I I I I I I I I I I I I I I I I I I I I_ I - I_ I - I_ I -----I -----I ---------I ------I -----I I I I I I I I I I 0 I I I I X I I I I I I I I I I I I I I I I I I I I I I I I I I I I I __I I,__, I - I __I__ -- I -----I -----I ----------I -----I I I I I I I I I I I I I I I $ I I I I I I I I I I I I I I I I I I I I I I I I I_._.,I_I__I_I I -----I -----I -----I___I ------I _ --- _--- I I I I I I I I I I I 1 13 13 * * 4* 4* 44 1 2 3 L SIEVE . / // 4 8 1 3 5 0 0 2 i 5 4 28 6 0 0 0 0 5 q x - ALL COMPONENTS 0 - AGGREGATES * - BOTH P. 3 Palomar Transit Mix Co. 849 West Washington Ave Escondido, CA 92027 619-480-8191 CONCRETE MIX DESIGN MIX ID : C4700004 [49) 2000 PSI 12/03/92 CONTRACTOR : Schilling Corporation PROJECT : Tamarack Conversion SOURCE OF CONCRETE : Palomar Transit Mix Co. CONSTRUCTION TYPE PLACEMENT : 1" place CPC type II, LB Pala Wcs, LB Pala 1", LB WATER, LB (GAL-US) AIR ENTRAINMENT, % Daravair, OZ-US WATER/CEMENT RATIO, LBS/LB SLUMP, IN CONCRETE UNIT WEIGHT,PCF (SATURATED, SURFACE-DRY) YIELD, CU FT 470 2.39 1410 8.28 1900 10.53 328 ( 39.3) 5.26 2.0 +/- 1.0 0.54 TOTAL 27.00 1.5 0.70 4.00 152.1 2000 psi 1" place P. 1 PSI: 2000 PSI MIX: C4700004 MIX ANALYSIS MIX VOLUME, Cu FT 27.00 COARSENESS (Q / (Q + I)) 85.9 WORKABILITY 36.1 W - ADJUST 33.6 PERCENT MORTAR 55.5 TOTAL FINENESS MODULUS 5.38 AI ---------I ---------I ---------I I I I I I I I I I I I I I I $ I I I I I I I I I I I I I I I I I I I I 4O ----------I ---------I- --------- I I I I II I I I I I I I I I I O I I I I I I I I R I o K35 1 -------------------1 ----------- A I X B I I ...........I I I ..............I 1 I I I I I L 30 I ---------1-...::: : : : :•: : : :---- -------------------- I I I T I ...........I I I ...............I I I I 'I I I I I I I I 25 ......____I ---------I ---------I ---------I II I _________ I I I x - TOTALMIX 1 o - AGGREGATES BOTH 20 I ---------I ---------I ---------I I _________ I I I . I 100 80 60 40 20 COARSENESS [Q/(Q+I)] MATERIALS CHARACTERISTICS STONE SAND DENSITY, .SP G 289 2.73 % PASSING 3/8 SIEVE 2.0 100.0 % PASSING * 8 SIEVE - 82.0 FINENESS MODULUS 7.38 2.83 PERCENT OF AGGREGATE 56.0 44.0 NO SEVERE EXPOSURE 12/03/92 P. 2 2000 PSI MIX: C4700004 12/03/92 FULL GRADATION ANALYSIS SIEVE STONE SAND PASTE TOTAL AGGR 1-1/2 " 100.0 100.0 100.0 1 " 990 996 994 3/4 " 590 840 770 1/2 " 23.0 70.0 56.9 3/8 2.0 100.0 61.8 45.1 *4 4 1.0 98.0 60.8 43..7 4* 8 - 82.0 55.5 36.1 44 16 - 62.0 49.3 27.3 *4 30 - 42.0 43.2 18.5 44 50 - 24.0 37.7 10.6 44 100 - 9.0 33.1 4.0 *4 200 - 4.7 100.0 31.8 2.1 *4 325 - - 95.6 29.0 - Liquid - - 70.8 21.5 - GRADATION CHART -------------------:---: ------------ I I I I I I I I I I I I I I I I I I I I I I I I I I I ------I -----I -----I___I ------I ----- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I -----I -----l____I ------I ----- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I -I -----I -----i -----.II__U_I ------------ I I I A I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ___ I - I_ I -----------I -----I -----I___ I ------I -----I__ I I I I A I I I I I I I I I I I I I I I I I I I I I I I I A I I I I I I I -----I -----------...____I ------ I ----- I I I I I I I X I I I I I I I I I I I I i 0 0 X I___I_l___I_I___I -----I -----I -----I ----------I -----II___.I__..__.I I I I I I I I I X I I I I I I I I I I I I I I I I I I I 0 I I X I I - -------- - ---I I I I I I I I I I I I A A I I I I I I I I I I I I I I I I I I I 0 I I I I I I I I I I I I I 0 I I I I X I I I I I I I I I I I I I I I I I I I I I I I I I I I -------I -----I ------1 ----------I -----I_.....I__.._I I I I I I I I I I 0 0 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I _ --- _--- I I I I I I I I I I I 1 13 13 4* 4* 1* *4 *4 1 2 3 L 4 8 1 3 5 0 0 2 i 5 4 28 6 0 0 0 0 5 •q x - ALL COMPONENTS 0 - AGGREGATES * - BOTH 100 90 P E 80 R C 70 E N 60 I 50 P A 40 S S 30 I N 20 G 10 0 SIEVE P. 3 .r. 7'9 P02/05 04/1/92 08:14 BUDS TRUCKING TEL:1-619-259-0225 Dec 03.92 16:31 No.004 P.01 - r#ii Tolft I RAf!U1I%A -.-. ,From Camp.ny . a.*- Z'Woc., 'uteww~lft' J;a/u.?42p~~ TIPhOfl.# Oos'i DReturn OCgUfoplcJwp SOUTHERN CALIFORNIA SOIL & TESTING, INC. Szevs Aiai..ysis ii PZI 17ITT±T .t•i__ I.1IJIT MMMMMMMMMMMM MMM M M M M M MMM M MMM IN UQA IIIIQllIIIIcU lVIIIJV (Ott To Qmp*nv Fix 0 Tel LocaIi S6 /39o3 Cqmmenii 04/12/92 08:15 BUDS TRUCKING 729 P03/85 .- SAND EQUIV. JOB TITLE:. - JOB __________ DATE: . BY: REMARKS-'--' - ..... --.,-.--r.-- •....•. ••.. ••, ;..•• • *—N %TØf — ___ - _V• • I - - - - - ---- - -- U I fA i m • - - - Th (A - _- ka - - • - 6' — — ---- I (4) I. 04/12/92 09:15 BUDS TRUCKING 729 p 4/05 TEL:1-619-259-0225. Dec 03.92 16:32 No.004 P.02 V ' I 04/12/92 08:16 BUDS TRUCKING 729 P05/U!3V Ui. .. £ L4 10141 xib FAX NO, big . 02 F. SRP CONSULTING GROUP (619) 573-0069 - Facsimile 445$ Murphy Canyon Road, Suite 100 (619) 573-1777 - T1ephone San Diego, California 92123 PHYSICAL PROPERTIES OF AGGREGATES . Client - SIMJ.HARRIS -- Job N.. i.ize Leb/kivolc. No. Dow of Report Rôvlow.d By Piojoot Conformance Tooting Location Mhnt.r Sampled By S.C.G. Bet. 1.14.92 Type of Agiot, YaHow Fill Submitted By - Tom Stone Dci. S.wce of Aggregate Miramar Plant Authorized By Date —_- -- -- t__—r-- - W.U. AIv.I. £c1A f!I'td Cube Ste. Pe4e Aec&.miikIay. St,iian IL - - -- 2 -- $00 Vt - 314 - -- -- -V Ui - 89 3/8 at #4 77 IS 73 -- #16 ..__69 #30 62 -I- - gsa 46 1100 30 0200 $9.8 • ___ Ph,,ibsiiG AITM cm _..8.... q.. . ATk4 ....h... .4.....4... ..a,.1 -- ----- - - rut - — ---.---? •___- i=-- -brush ( _r pcIlkcilona _S - - -- b.i3TD - - ASTM 62 soiinuiessbt sodium 1uIt _!TMtII - - - Itu.iiflGI % Wear. IOU rev. Ct:u Crading %W.ar. 300 rev. -- - %%'ie.r -- Abaift - L__- -- C$35 OrndIn_ % Wetir. 1000 ivy. - - RVtIue 0 30) p.s.l. exudeioii __________30 ____________ LIgiiidLsiiil 18 PlasticiiX Index 4• Clorincss Woo--- — -- .- - C011f227 Sand qi;iveInt Velma 2$ ili2I7 EpgtonTiid. V 28 - 292 - Moisture Pay Relations Max. Dry Density, pcI $23.5 of DISS7 a AAsHT0T99 C) AA5JITOT130 Optimum foloislarof 91 - 9S - _ Method -V.- AbiosVdOn. % iiit(Diy) Bilk (UP) DEC 04 1 96 22:06 CALIFORNIA ELC. eu PVWPipe Data Sheet: RV.C, Utility Duct F.brusry 1937 ..-' Conduct 20-Encased Burial ILL Usted Conforms to: NEMA TC-6. UL 651A. 657A. ASTM F512 Nominal - ?Ip Si - Outside - Diameter hside Diameter - lbii&mum W*U ThIckness Appica V*ig14 Per 100' Feet Per Lift Approx Weight Per Lift -. 2 2.375 - 2.255 .060 31.2 2100 655 3 3.500 3.378 .061 51.7 1500 776 3½ 4.000 3.856 .072 6i10_ - -- 14110 992 4 4.500 4.338 -. .992_ 85.3 060 819 S 5.563 5.357 .103 1348 - 660 890 6 - 6.625 6.375 - _. .125 185.5 360 668 Conduct 35-Encased Burial Heavy Wall Conforms to: NEMA 1C-8. ASTM F512 Nominal Minimum Aprox Approx Pipe Outside inside Wall Weight Net Weight sin Diameter Diameter Thickness Per 100' Per Lilt Per Lift 3 . 3.500 - 3.340 .078 61.5 1500 923 4 4.500 4.292 .100 102.8 960 987 5 5.563 5307 .126 . 156.4 660 1032 6 - 6.625 6.317 .152 2240 - -. 360 806 ... Conduct 60-Direct Burial Conforms to: NEMA 7C-6, ASTM F512 Nominal ) Pipe Outside Size Diameter inside Diamets, Minimum Appirox Wail ThickneSs VM Per 100 Feet Per LIII - Appmx Weight Per Lift 2 2.375 2.245 - .060 35.3 2100 741 3.500 3.216 .002 76.4 1500 1148 3½ 4.000 3.787 .107 95.3 1480 - 1410 4 4.500 - 4.244 .121 125.8 960 1208 5.563 5-247 . .152 192.0 660 .1267 6 -- - 6.625 8.259 .182 263.6 360 949 Conduct 120-Direct Burial Heavy Wall conforms to: NEMA TC-8. ASTM F512. 'P15.66 Nominal Pipo Sim Outside Diameter . Inside Diameter Mviimum Wall Thickness Approx Weight Pet 100' Fist Per Lift Weight Per Lilt 1 - 1.351s - 1.180 .060 189 6300 1065 'Wi 1.900 -- 1.780 .060 24.8 - 3020 749 '2 2.375 2.221 .0T1 42.3 - 2100 888 3 . 3.500 3.264 .118 91.9 1500 1379 4.500 4.18) -. .154 156.1 060 1499 5 5.563 - 5.181 .191 230.6 660 - 1522 6 6.625 . 6.171 - .227 326.4 360 1175 PACIFIC WESTERN EXTRUDED PUSTIC$ COMPANY PO. Boa 10049. Eugene, Olegon 97440 Telex No. 151040 PWPIPE (503) 343-0200 miwes, we. lit IIP DEC 04 1 96 22:27 CALIFORNIA ELEC. CU 4 wr1p5 Data Sheet: P.V.C. Utility Duct 89? P02 February 1987 W.U.C. 3.1 Type Duct Conforms to: Western Underground Dimensional Requirements Nominal Minimum Approx Approx Pipe Outside Inside Wall Weight Feel Weight Size Diameter Diameter Thicimess Per IOU' Per Lift - Per Lift - 1.315 1.175 .070 - 196 6300 1235 1½ 1.900 1,720 11911 36.6 3200 1105 2 2.375 2.195 .110 56.0 - 2100 1176 3 - 3.500 3.290 - .125 94.8 1500 - 1422 4 CIX) 4.240 .160 156.1 960 1499 00-100 Conforms to: ASTM F.512 Dimensional Ratios Nominal Minimum Approx Approx Pipe Outside Inside WaS Weight Feet Weight Size Diameter Diameter Thickness Per 100' Per Lift Per Lift 4 -. 4.500 4.200 .140 -- 142.9 960 1372 5 5.583 5.203 - .180 211.8 660 ' 1437 - 8 - - 6.62S -- 8.199 - .213 - 307.6_• 360 1105 GT'80 General Telephone Duct 25' Nominal Minimum Approx Approx Pipe Outside muds Wail Weight Feet Weight Si's Diameter Diameter Thickness P., 100' Per Lift Per Lilt 4 4.500 - 4.208 .140 142.9 - 1200 1715 lie 1pe c-Duct ' Conforms to: Pacific Dell Spec: Pr-li Nominal Minimum Approx Appnui PIpe Outside Inside Wall Weight Feet Weight Sirs Diatneler Diameter Thickness Per 100 Per Lift Per LIII - 4 4.350 -. - 4.110 -- .100 ' 144.0 960 - 1095 AS utility products are supplied 20' long with moulded beU end, except 01.80 which Is 25' long. PACIFIC WESTERN EXTRUDED PLASTICS COMPANY Pa. Box 10049. Euwns Onigun 97440 Telex No. 151040 PWPIPE (503) 343.0200 sdI, us ins 'is, DEC 04 196 22:$7 CALIFORNIA ELEC. CV 89? pg DUCT SWEEPS - Size Degree 18' Radius 24" Radius 38" Radius 48" Radius 60" Radius 150" Radius 3.83 - 4.90 - - 111 45 260 253 3.85 - - - 30 22'!. - - - - - - 90 3.40 4.27 5.53 1.60 - - - 2. 45 2.70 3.93 3.95 5.63 - - 30 3.55 3.90 4.80 - - - 221!. - 90 5.31 6.67 8,60 12.35 - - Q 45 5.15 5.29 5.32 8.55 - - 30 5.95 5.37 7.30 7.27 - - 22'!. 5.53 - 600 - - 90 11.03 1380 18.67 -- 20.95 - A 45 - 7.20 8.39 10.20 17.63 25.50 30 - - 7.95 10.17 11.10 19.90 221h - 10.70 9.90 10.10 - - 12.93 16.75 90 - - - 20.40 - 28.10 29.98 45 - - 13.25 15.00 27.50 36.55 30 - - 13.17 15.33 14.55 21.80 221h - - 11.90 13.17 13.67 23.10 -- 90 - - 31.17 38.13 38.60 104.67 6 45 - - 26.37 30.30 35.67 48.80 30 - - 20.40 22.57 26.90 35.73 221h - - - - - - Duct Sweeps are made from 0860 'C.. Plastic Spacers for Duct Vertical and Horizontal Interlocking For completely enclosed and locked-in duct banks They snap together vertically for fast. secure field assembly. Only two components, base and intermediate, are needed. Banking is not necessary. To prevent the top tier from floating during encased burial, ills suggested that an intermediate spacer be used as a cap. SPACERS ARE DESIGNED FOR USE WITH PLASTIC DUCT ONLY. --vo INTERMEDIATE AND BASE SPACER DIMENSIONS BASES- _________ _________ INTERMEDIATES- Size 2x1V. A 4.212 C . 3.875 site 2x1'/v B 3.875 C 3.875 - 2*3 4.235 - 5.370 - 2*3 5.370 5.370 3911h _4.800 5.000 - 3*1'!. 5.000 5.000 3*2 - 4.800 5.500 34 5.500 - 5.500 - 3*3 -. 4.800 - 8.500 3*3 6.500 ' 6300 - 4*1 3.950 5.350 - 4*1 - 5300 5.350 4x1½ - 5.300 6.000 4*11!. -. 6.000 - 6.000 02 5.300 6.500 4*2 6.500 6.500 - 03 5.300 1.600 4*3 7.500 -- -. 7.500 5*1!!. 5.830 7.080 - S'l'/. 7.080 7.060 -- 5*2 5.830 7.560 5*2 7.560 7.560 5*3 5.830 8.560 - 5*3 - 8.560 8.560 6*1 ½ 6.632 - 8.664 6*1 Vi 8.664 - 8,664 6*3 - 6.460 9.820 8*3 9.820 - 9.820 Prices subject to change without notice. 49 PACIFIC WESTERN EXTRUDED PLASTICS COMPANY Possession 01 INS catalogue does not consiiiute an offer to sell. N W " P.O. lox ioo OATS 0188 ' TELEPHONE . EUGENE. OREGON 3634M (503) 7474255 305) 3634M "I'.',. r L DEC 04 196 22:08 CALIFORNIA ELEC. CV February 1991 COLOR ® CODING CARTON SEALING `HI-TECH" Flame Retardant. Weather and Cold Resistant PVC PVC FRICTION RUBBER PIPE WRAP SURFACE MARKED DUCT - GLASS FILAMENT STRAPPING MASKING 897 PO4 CAT. NO DESCRIPTION UNIT STD., PEEA. 3/466 'PVC- $0 600V 66 packed In individual 10 100 pIn.tic Coiit&Init&. g'. Gain. a. above zcspt cub wrapped. to 100 -. Available Ic the foliowing coior. Blue White Red Yallow Orange Brown Gray Green 255-CL 2x3Yds.CIearPoIVPfO 36 2551N 2x55Ydu,T.n Polypro 36 wreu.i A 63-11111 sip": 'j $eW # 991'-Top of the Line j C11jJ 990 HI-TECH PVC 3/4x66' I STD LJ/L Individually boxed] 100 AT. N0.1 DESCRIPTION I Per cm. Std. Std. 360 3/4*60 IL 200 860 j 3/4*60 It. 100 I ME Ii 822 3/4z22 IL 100 I 210 2*100 ft. 10 Mu. 24 220 2*100 ft. 20 MU. 24 P2*60 pd._:°th I,.124 1 I _I T 1260 -. 1/2it60ydi. 72 6-3460 3/4*60 yd.. 4$ G•1060 1 160 yd.. - - Ii 75 -MT 3/4*60 pd.. - - 48 100-MT um Yde. 56 150-MT 1-1/2*60 yd.. 24 - MT 2*60 yd.. 24 a.- W •1 NUMBER tilt I CTN .e.0 WY (Ibs mu... LACI4 Cement . -. .821203 707 Clear PI 12 15 - 4.00 821194 707 Cle.rOts 12 25 6.75 621198 707 Cluar Gal .6 50 23J0 821206 707 Gray Pis 12 15 4.00 8212i)3 707Gray Ots 12_258.75 - _____ 821211 707G.rayGai 6 50 23.10 SIZE Pipe Straps DEC 04 1 96 22:09 CALIFORNIA ELEC. CV 89? P05 Tapered Plugs 61800200 2 50 3 .66 WiRing 810000 3 60 9 .82 1.12 6180040 4 50 10 _61110 0500 5 - _40_10_1.40 81800600 0 20 10 2.30 FSE Conduit 60x83 _61520050_½10_4 3.85 dE!j 81520075 - . ~ 10 4 . 4.00 61520100 1 io 4 4.40 FSS Conduit Boxes 6153 0050 ½ 10 4 4.06 8153.0075 V,10 4 4j9 01530100 1 8 3 4.86 FSC Conduit Boxes 6134 0050½_10_4 _ 8154 0075 10 3 4.35 Blank Cover for -. FS Boxes 61580000 41.63 Fits all FS Dom and Inoludsu scr.ws SM post Not.. Puce. on FS 6oss include cover. gulsts end scitwi. Junction Boxes 004000_444441211 _ipso 118000004 0x6x4 12 19 12.84 (1180 06006 6x8*6 12 14.00 _816008004_ 84044 516_2420 J 8160120M 12x12x8 3 22 34.12 Includes Covet. CU1tSi and .cmws. Junction Box Adapters 81820400 T_AVERA0 NUMUft OF SOLVENT CEMENTED JOINTS PER 01. CEP!JI....J L5X W' 1" 1¼'• 2" ....J [ 707 _ 300 _ _~" _200 125 _1W' iosj90 _3"L" 60 _40 1 30 ITEM SIZ 810 CTh PRICE NUMBER C1'N_ wr iiklij PER/lOP Base Spacers 6188 020015_2x 1½25031 39.00 0156020030 2x3 225_3543.00 - 6166 030015_3*i11k17531 44..00_ 8168030020 3x2 155 _28 4.00 616(403003030 15032 48.0O_ 818804001.0 4 x 1 175 35 42.00 .' 6166040015 4x1% _140 - _31)47.00. 0168040020 442 140 42 $0.00 8188040030_4x3120_43_54.00_ 61611050015 5 x 1¼ 120 49 53.00 - 6166 050020 5 x 2 120 46 56.00 6168050030 5 x 3 100 36 61.00 8168060015 0a1½ 100 32 01.00 8166060020 6x2 100 _44 _n300_ 6168060030 8*3 95 311 97.00 For 3W duCt -us. 4" IpacefI. Intermediate .6168020015 2*11h350_34 36.00_ Spacers 6168020030_2 x 2200 27 41.00 6168030015 3*1'!' 225 .32 39.00 6±168030020 3*2 200 21 44.00 I A. 6168030030 3_x3125 --23 45.0O_ _3043.00 P'PI .1188040015 4*1%_150 6160040020 4 x2 125 28 48.00 8168040030 4*3 00 24 51.00 6168 050015 5$1% 100 25 48.00 8188050020 5*2 100 27 52.00 8168 050030 5 x 3 00 23 58.00 6168 060015 a x 1% 100 30 64.0L 6168060020 6*2 90 - 31 77.00 6168060030 6*3 70 22 94.00 For 3W duct -4a -r IpacelL Standard Radius Elbow Dimensions Sch. 40 and 80 (t• i ( sin (in.) A ! Mlii. (In.) C Mhn.(hn.) Size (In.) A BMlii. (In.) CMIn. (In.) '_ .840 1 4_ 1½ 2½ 2.875 101h 3 N4 j,po_ _i½ .3500 13 21!' 1 1.315 - 2_ 114 31.4 4.000 15 31/4 1.680 7Va 2 T14 4500 16_ 3% B'!' - __2 J_ 5.563 24 3% 2 2.375 9½ 2 8 6.625 30 3~ I- ITEM sin lTD LA PRICE NUMBfR CTN WI lib..1 EACH Schedule 40 7145 0050_½50.09_.60 Elbows 450 7145 0073 %_25_.13.85 Standard Radius 7145 0100 -120.23 1.04 71450125 1'!' 20 .30 1.50 ( 71430150 1'!' _20.47_2.OQ.... _71450200 2 20 .88 - 3.00 11450260 2½ 20 - 1.3 5.85 .1145 0300 3 . 2.0 9.8, 7145 0250 3% 2.6 - 10.83 71460400 4 34 18.OQ_ [ustDi 71450500 5 - 61 25.05 71450800 11 10.0 31.30 Schedule 40 Elbows 90° Standard Radius 71900150 _I'!'25.742.16 71900200 2 20 1.11 3.12. 7190 0250 21', 2.03 5.611 7190 0300 r 3 _3.22 0.98 --_71900350_3'!'4.36 13.76 1190 0500 4 5.4717.25_ ........ iii , ..IiI . . 661 DEC 04 196 22:10 CALIFORNIA ELEC. CV 897 P06 UlftedStaft--Rope ampay CORDAGE INSTITUTE ROPE SPECIFICATIONS (óàUTI0NI I 'flve.4.nd ládand llght'$hwld Flailed IWOAKINO LQAO$ ARE GUIDEUNS$ ONLYI (*Iind1i0 Cofl.vwollol) $.. FooVo*s at bottom and t.m. - NOMINAL $111 - - ( POI.YPITIOI'$.$I4U) - NYLON -. - POLYESTER - IMsN T.nil. .ldi.g Uelti N..PAPA WWIAp U"V 7.n.U. WS.k1114 clr.dm- 040407 SVin0b Los" 0.n.Ip 0isnth IsMy Laid 0.i.ay 1111t.AgU1 2*My Laid us$sr *.asl (11iCu03 4 15GW' ( (bwt00 (bsj F..tw (b.) (b.flooll 064 h.i.v ($J 5114 516 .7 720 10 72 1.111 000 it is 1.2 90010 90 114 514 42 1,130 *0 1*3 1.5 1,400 12 134 3.0 1.410 10 141 _511I I - i.e 1.110 10 01 2.3 2,4106 12 112 0.1 L00 10 - 230 - No *115 3.4 3.140 10 244 LI 3.340 - 11 of V 4.0 V 3.340 10 234 7116 1 114 3.0 1,140 6 333 3.0 4,500 11 4*0 0.2 4,300 3 100 - 1j 4.1 Oi.O V 420 4.5 1.180 11 024 _$.0 3.7*0 9 640 01*0 1514 6.1 4.690 - 0 673 LII 1.200 10,, 720 10.2 7,200 S 090 Wo 1 7.1 41400 2 700 10.3 5.100 19 005 13.0 9.000 0 1.130 34 - *114, 10.1 7,100 - 7 -- 1ceo 16 12.400 V 10430 _IT.4 11,300 1 1.6W ill *514 *1.0 100400 IF 4400 10.0 *4000 I 2.000 33.0 *4.200 7 2.020 * 2 15.0 130000 7 T640111 21. 23.600 4 2.610 30.4 101400 1 2,420 1118 31J2 23.0 11.500 IF 2,340 34.0 lLj00 9 3.310 40.0 20.400 7 3.000 1/4 I 3/4 21.0 11900 7 2700 40,0 - - 03,00 • joo as.% 29,400 7 4.200 111$ £ 30.4 11,200 7 3,0O 42.0 56,000 9 4.330 53.5 001000 7 4.120 1112 V V 411_ 3aA_2 .800 7 3.020 13.0 47.100 6 3.320 47.0 V 43.200 - 1 1,040 1515 6 47,6 32.400 7 4120 04,3 111 $303 039 64,600 7 7.360 1314 0*13 66.0 33.200 7 5,650 03.0 70,000 9 7200 06.0 41,000 7 06700 2 0 00.0 40,200 7 4759 04.0 53,000 6 6.200 116.0 72.000 7 10.300 4OMe0AI.SIZI V Un..v New Rope T.s4. WIINO9 U'wN Now Five TswUs W.i4iA -- 0cusift 0.aesy So..giip Itht7 Laid Osacly VIIIIh tiy Laid oisoass. lawas (Ibsis001) (lb..) - - P401w 494_ PWASO (68•1 7.0111 - (b.4 511$ 11$ .24 720 *0 72 1.3 400 10 41 1/4 014 1.0* 1,130 10 113 24 640 10 44 Alto 1 V VV?• 1.110, 10 Ill ._i 000 10 20 - 3/$ I 1/6 3.4 3,449 to 244 4.1 1,120 IC 122 7/11 11/4 1.0 3,100 9 302 6.11 11110 5 116 1/2 1 In 64 3.790 • 7.5 2.100 - _L 01*4 1314 SQ 4.000 $ $71 10.4 20100 $ ad. 0/6 2 04 50400 1 '700 *3.3 0,900 $ 400 014 21L,._ _170 740 7 1,010 _IL7 4.040 1 408 7/u 3 3/4 16.0 100400 5' 1.410 92.4 ••gVj V I 0 114 13,000 7 1,100 27.0 1,100 1 1,160 I 1/1 3113 190 33.4 10.600 *0000 7 7 2.340 2.106 300 *0.600 7 1*640 1114 6514 414 ILIQO 7 1,740 11110 4 234 21,200 7 6,020 47.2 13.400 7 1.930 1 *13 4113 410 25,000 1 690 _60.0 10,700 7 2.360 '140 03.4 33,400 7 4.120 14.2 10200 7 2.540 12/4 01/6 04.6 351900 7 1140 60.6 *3.100 7 3,400 2 4 73.0 41,100 7 1,100 104.0 23.000 7 4.000 IJNgAR 69NSITY ljnasr O,iwliy (pound. per 100 lsotj shown 11 'aysn.p.' Mijdnwtn 113% high.,. NEW ROPE TENSILE STRENGTHS Now Rope Tonell. 8(s.nglhe its baud an t1S of nine and unu..d rep. at **ndatl coA.0b4000 In a000rdanc4 wbh 'a'da. IniUMa Btindiid 1.01 M.thodi. W0015700 LOAD we Wi iops 11 goad sn40n with .pp,op.lal. spiloas. 6 nOn-o.I64sI .ppl11slons, and wtdstnemles SOMOO •ofldlloni. Wanting Made should be iituoad.d only with aiat kdwI.ds at 12n4l40ns and PIUI94,61065t .stlmates at dill. Wosldng leads IliQuid be fiásd ishwo Its, Mb. ,t va"bio p,,p..ty we invohod, w lot 44aip(100& i.Moa anmd*toai such an shook toada, suakalned loads. ow VIECIAL APPIJCA'YlONO. Wo*Ing 1064a ats not n.cs..siuty Int.nd.d to 4071)' In thoai .ppitoaUon. whv6 S llaroM3h ioin..&*9 M1t.la atoll oondlUon. wil nOt bi i*oIsd.d in s.M.. In such 04aSI lonells stsnph, .lonallon, anaty abawpdon, behavior under long term a' Sy1a loading and cost psatnant pmpnt4s of a tsps may b. .valuat.d to allow P1. at Ihs rape host suited torn. taquirstnenis ql the spplisallon and an aiWysi. 04 any 115* Involved In to use. 1R'i4101F0HER INFORMATION 1 897 P07 CALIFORNIA ELEC. CU UC 04 0 96 22:10 DUCFSWUP8 NOW DCt8ws.pIarnnshrnDB4O - 460 SWEEPS an oucrawEps Hots: Duct 8w*ps irs mid. from DD40 900 SWEEPS -.4 12 U 0 U U DEC 04 1196 22:11 CALIFORNIA ELEC. CV DUCrSWUM Notes- Duct $wes ere made from 0040 9O SWEEPS be 11¼'3WUPS 61 7411 NOM 4 iIi4i26 14111000400 4 160 22VI'SWEEPS 7422240400 - 422'x24 74222MCO S ifl'443I 4 Nfl4X40 71300400 ' s2Vz iSO 7422 3M 1i300 30e SWEEPS a Map 73osms00 a i30100 74101000400 A 430i 150 450SWIEPS 7gIaogcoi 4 i46xt _4000 4 i4$s74 - ?4463S0&00 4 - 0400 .4 14Sf45 "duo" 4 4x 00 4 1451160 eo•SWEEP$ *00240400 ii0*24 - NSO3I0400 4 i60x36 7*Al04C0 A d 20148 -j!!° - OT408wI:P$ 11%'SWEEPU --• 4 1111%w3& 22W$WEEP$ ssoo4o wim - I ifl4il$O 4e$WEEPS $45360400 - - 4 450e OOSWEEPS 5000360400 - I 5901M - acioaO'oo _i s6043 60601004001 4 N$IJ0 - - 4 i160120_ NOTE: Sweeps also avallsbl• In 0B400 W DS.120. - MATERIAL APPROVAL SUBMITTAL C.W. MCGRATH, INC. DATE PROJECT # P.O. BOX 2488 EL CAJON, CALIFORNIA 92021 Dec / 1 1 902- 3203 SUBMITTAL NO.3 EW DRESUBMITTAL PREVIOUS SUBMITTAL NO: SPECIFICATION SECTION:_________ SUBMITTAL TITLE: /4v#Vc XcP SUBCONTRACTOR/SUPPLIER: /4ME0I'V REVIEWED BY CONTRACTOR: JOBSITE OWNER TAMARACK AVE. WIDENING CITY OF CARLSBAD PROJECT #3203 APPROVAL & COMMENT ,,'PP,29L 11i%7/ Co,44M 27 I, /41227 12T4 /,47Z7ZAL .Z.. 2 ~qth7 FS' s. ii' x 't, ro RtttiJ ,45 S1fO4/I'.3 9/( 4PV/r as or iWe /VV,142?67L o ( pcf. h iJ7Z), 31 7o lf4Lr, VELD. I'S ov-e IX 'e,4 ,vt i-; uf AU,4AI -4 / 4Z... 1111a 7- 44~1- ; 6 UUUUUJUU SOUTHERN CALIFORNIA DIVISION. I • t lt brand tax transmittal memo 7671 Fvom To 7671 A Co. LAKESIDE PLANT ORDER NO: . EDOPI. . CUSTOMER: C-LW & Mt.CD ,QA-Yi/ .. . Fox PROJECT :T//V\,A1AU AU6;-e4YLSaAD SHEET NO: _LI OF_5_- DATE: N(W 24 19 SPE C REF SEQ .LI1I DWG FROM STATION TO STATION REMARKS SO FJ __ SIZE D—LOAD TYPE/LGTH S1R NO.PCS TOTAL.FT S H Ti JZcr 2- .!ç '•.••1___ o ITP 3 __ zq ILl 8000 200 Loo -__ __ s ._L_! 7LL. 'aiL -...-..... 17 ............ ..................... .- ...... -- .................... I L Sa z_ 22i 3j - s-r .5 fo' - cO°b £-r,Q— 37' 30cb!ZL3 Sc Pe 300ob J2'13 _____ 9 0' P E. .c1s' F' 30ObZ'leg so 5 1 30 ___ ___ - _____ _____ Z, IeTa -7 .-,., 240 iz.'R&.IS 7-138 Sk PC E. I 73Za S-TAMP REQUIRED: CalTrans City of San Diego_ Other I f 12/16/92 12:52 'ö'619 443 4540 AMERON INC. t002 flU CONCRETE PIPE GROUP SOUTHERN CALIFORNIA DIVISION LAKESIDE PLANT ORDER N0LA/57O DATE: 0 V 2 it 1992 CUSTOMER: C.CmcGthr PRO3ECT:T4MA<#K DELIVERY D:0 1 5 1992 SLS LI PROJECT PIPE SUMMARY TOTAL SLS DESC LGTH PCS FEET LTi rcsr r iri.i r- - TOTAL FEET PROJECT LOCATION: _tJEST R -g- •iv1tAP 1.4—A - FOR PIPE DELIVERY CALL: (419) 561-6363 PREPARED BY: David W. Porter STANDARD. LAYOUT CONDITIONS Contractor to form-out and pour if required to hold structure station. Contractor to break pipe if required to hold structure station. Contractor to pull, pipe as required to maintain centerline-trench alignment or slope. All pipe is designed with joints (standard or beveled) sufficient to negotiate curves and slopes within allowable pulls (See Standa.rdPull Chart).. Contractor to move structure to station shown. - - CUSTOMER: C (A.). fri C (S RA 7H / SPEC DWG REF SEQ .LI SHEET NO: ---L —OF DATE: NOV 2 41992 10 0 DESCRIPTION FROM STATION TO STATION REMARKS S.O FM SIZE D-LOAD TYPE/LGTH NO.PCS TOTAL.FT swr 000 SrQ-..% '7 L.IJ6 , /JoT I L000 Si-% flo 4' \1JUU11P'UVUU SOUTHERN CALIFORNIA DIVISION DI ANT ADD fl A I ZuIJUULSU)ULJ SOUTHERN CALIFORNIA DIVISION LAKESIDE PLANT ORDER NO:_____________ CUSTOMER. C. Mc.GPAT&-( PROJECT : TAMAAc.4( AUS,- CA-(?-L-!5 SHEET NO:2. OF DATE: 7 4 1992. SPEC SEO.LI$$ . DESCRIPTION DWG FROM TO REF S.O F.O SIZE D-LOAD TYPE/LGTH NO.PCS TOTAL.FT STATION STATION REMARKS Vo: ce,vri'c -e ra D -r,"v y o,i'rio'J e/ P/pf. .4'#6 /Z OF .I .)00 ~fv I 7(veI /,VT -• . 3,000 iel p RE 4.04' . Z7" 3000 'JACL" RT let 27"30470 SOFT 1 l.5 ' kv .so 'ox): WI 4T j-frEs (A .7 3000 77'T'5M6'p7rE - I I . 779 "TACK" gn - ZS f (i 7•7 acE) W44EE-'0T got, s.56F AWF 3000 2 74 It 619 f, _______ • Z257 _________ __________________________________ - - _____ ____ " °° . q - Z711 2000 (1 SPET 95 (',!(57.crq' oce) 26'0 6~ L /PE 5;'1 pe, 5 I '- CëéV4' c1r ( c. 0cc) • - L1ULJLSUI.)UU SOUTHERN CALIFORNIA DIVISION LAKESIDE PLANT ORDER NO:______________ CUSTOMER: C.W. Mc. GMTI-( PROJECT : 7-N4A1A c..4( AUG., - SHEET NO: 3 * DATE: Piny 24 1992 SPEC DWG REF SEO.LII$ DESCRIPTION FROM STATION TO STATION REMARKS S.O F.O SIZE D-LOAD TYPE#'LGTH NO.PCS TOTAL.FT 5 3000 i&0.17 ' 3000 I 6.02 ( oCE) - f77ocE)s Al-0 re s,tL 5i. IrE 1 7.71.! 262+75.3I6 'PI 2 1&'. Z500 34 75-31' I7 -g7.43 : ScE x/cr I !HT.IO see 1Pt5 . a 2M' '-I' _____ _____ €E. DTE 2- CONCRETE PIPE GROUP RUM III&BA SOUTHERN CALIFORNIA DIVISION LAKESIDE PLANT ORDER NO: 4i 5 7o CUSTOMER: _aui.McC,Q4Ti-( PROJECT : _YA #4 R.A-C4 1AjE.-A.S £Ac' SHEET NO: Lf OF 5 DATE: NOV _2_it1992 SPEC DWG REF SEO.LI 1 DESCRIPTION FROM STATION TO STATION REMARKS S.O F.O SIZE D-LOAD TYPE/LGTH NO.PCS TOTAL.FT swr. P400 jr+t.3 If i) OG 2 ooO STP-% 1 LATPAt..Z_ Sc ,.jorc.( I.. SE z 3000 '2 1O)Lf As z I -z "R's r 14 _____ 7.qo e sP _____ 71'1O ______ Z5f5Y.3! . 1jcj rjrxjc CONCRETE PIPE GROUP SOUTHERN CALIFORNIA DIVISION LAKESIDE PLANT ORDER NO: ,1(57oS CUSTOMER: Ci.J4CGf%ATI.4 PROJECT : TA14C'Kf'JE.-cAiLSe\c SHEET NO: OF DATE: NOV_24 1992 SPEC DWG REF SEO.Ll# DESCRIPT N FROM STATION TO STATION REMARKS S.O F.O SIZE D-LOAD TYPyL~TH NO..PCS TOTAL.FT £ *r. 1'-0' -W coO( ~(?612- ZS+S4l.3, 5147 aL.4" LOoo ST-% 2-FI.33 4' Sec- tic-re 2 STf-% 22-!' ZE+5Li,3( 30+30.-4141 S-iJre 2 'SO' i.3o'+'o.v 4 32.*4 4 see IJt,T62- ____ -r MOU OOo I% ST/-4 I q S TC- oQ000 ___ LA - reR ic IL I .000 CONCRETE PIPE GROUP UUUULJUU SOUTHERN CALIFORNIA DIVISION LAKESIDE PLANT ORDER NO: A1570% DATE:'OV 2 4 1992 CUSTOMER: C.c.. fricGa1rl-f DELIVERY DATE;DEC 1 5 1992 PROJECT: M AP14q. I°JE-. - PROJECT PIPE SUMMARY SLS TOTAL SLS TOTAL LIlt DESC LGTH PCS FEET LIlt DESC LGTH PCS FEET I 1000 D STi 7 7 300a 0 3Z' 2.S00 Q 3y 2Z' 11&4 S 3 1 3aw pi ST,Q- Ssp L( 0 STIQg £fl 374,' 9 30ooi iz't g. ScPE I . 9-SE TF S IZ& 30 ____ ____ ____ I 10 R8 Z' I2'TL 3QODpoft 77I - S)c Pe I S)CP. I (D oOO )Ze 1.5 rhrjA We_ S sP 7.q STAMP REQUIRED: CalTrans______ City of San Diego Other______ PROJECT LOCATION: &JEST_E&dn X-~' _,'V\A-PILfrA FOR PIPE DELIVERY CALL: (619) 562-6363 PREPARED BY: David W. Porter STANDARD LAYOUT CONDITIONS Contractor to form-out and pour if required to hold structure station. Contractor to break pipe if required to hold structure station. Contractor to pull pipe as required to maintain centerline-trench alignment or slope. All pipe is designed with joints (standard or beveled) sufficient to negotiate curves and slopes within allowable pulls (See Standard Pull Chart). Contractor to move structure to station shown. 409 F Purch3C Order No. ISpccification No. 3 •-283q I or.. Lot No. . Batch No. Reèdings Group 1 Group 2 • Group 1 • Group 2 Ofl: - 13ct0ry pope S 27 . supabqv 0000/ -•..'4 H Volume Test Oat. calculations • • . — Simpte Size (Exhiit "A") -' • 2 U Upper Urn l• Al? ijt - - 1;1~_ , e asAbt SOmOli ,kelNO Date o Gaskets •,'No.Boxcs Re .t . ardness and Rod Diameter Data ample Size ziii "8" (Aflowable NW. of Rejects pecific Hardness Specific R od Diameter linimum Maximum Minimum NGhisnal IMaximum. /JJ t7 eadinas 4 J X SampteAverage x" . °• . . 'ta! I - N-LvnV-Wirw6 3 ness 'Diameter nøs;, 110iameter, 4ardness IDiarnetu , r,. I(07/ _ v9eRan (, . Line 2— L,rie4 Line 4—Line3 •; .' 3;'0 ... ,. • . . • . 7f ,1' TO-. LUteS x Line 7 00 %3 /, . . .. . •• •. . . 11 .g4... _______ . . . ., .• .•• %DefectiveLine.1O — . . ____ ______ ____ '•• - . ii. — t(Exhibjt•,D•)' 14 :. . - ,. ..•.- "•2'_t - ,% Defective Line 11 - ii ......2 -1Exhi-t"D) —14 %L)efecve Group 1 P 1 . Critical Percent Defective Group 2 715 P Group 2 Average— 16 if 14 is greater than 1 ect1he1' rotal EX 2J c ____ 3.5 1AX Decision "'• ,r5. • XF -..• Hardness - Diameter Volume lsphicts.. IwomP Marki' erttflcateoLComn)lanc' Accept ", ' 4f [$ ' The gaskets in this lot have been sampled and tested and . .. •- • ' the results Interreted in accordance with Ameron Master A eject - . :-. ' Ouality Control Procedure, Testing — 20. "Procedure for Disposition of Rejected Gaskets 5 :- - 4Z Sampling andAesting Continuous Ring Rubber Gaskets for Pipe Joints." 4: .•j--!. /12 - '5 /e4.41 - -, Date- tnspctor '' ' • 00 MATERIAL APPROVAL SUBMITTAL C.W. MCGRATH, INfO. DATE PROJECT # P.O. BOX 2488 EL CAJON, CALIFORNIA 92021 i/cl j 3203 SUBMITTAL NO. ONEW DRESUBMITTAL PREVIOUS SUBM WEAL NO.____ SPECIFICATION SECTION:_________ . SUBMITTAL TITLE:. C 21 ,4.,g / ,4j//,eff 715 SUBCONTRACTOR/SUPPLIER: REVIEWED BY CONTRACTOR: JOBSITE. . OWNER TAMARACK AVE. WIDENING CITY OF CARLSBAD PROJECT #3203 . . APPROVAL & COMMENT 1. -.-..----., J.Harris General Engineering Contractor ASPHALT& UNDERGROUND SPECIALISTS TO: C.W. MCGRATH, INC. Q FROM: DON CALLAHAN DATE: DECEMBER 3, 1992 RE: TAMARACK AVENUE WIDENING, CITY OF CARLSBAD PROJECT NO. 3203 MATERIAL SUBMITTALS ASPHALT CONCRETE CALTRANS SPECIFICATIONS AGGREGATE BASE - CLASS II, 3/4" MAXIMUM ASPHALT CONCRETE - 1/2", 3/4", 3/8" ASPHALT CEMENT - AR-4000 THE ABOVE REFERENCED MATERIALS CONFORM TO SPECIFICATION. APPE: ,L ñ21) TIOMAS K. STONE QUALITY CONTROL MANAGER e9~e- lox - e, I DON CALLAHAN ESTIMATOR/PROJECT MANAGER P.O. BOX 639069, SAN DIEGO, CA 92163-9069, (619) 277-5481 I FAX: (619) 277-4517 LIC. #97352-A 0 SOUTH. C AST MATERIALS SOUTH COAST MATERIALS COMPANY, P.O. BOX 1008, CARLSBAD, CA 92008 USA 3701 HAYMAR DRVE, CARLSBAD, CA 92008 TEL: 619/757.2O10 FAX: 619/4338929 c- I SIM J. HARRIS M This is co certify cnat the Class 2 Aggergate Base manufactured in the City oj San Marco, California by Soutn Coast t'iateriLis CO., conforms with the State of California Standard Specification, Seccion, 26-1.02B for 3/4 Max. wmv Wks _#-doom" 11111101011111- 2" 1½" 1" 100 - 3/4 10 90-100 - 1/2 82 3/8 - 68 — 50-80 14 52 35-55 is 3 #16 24 — _130 17 1030 *50 - 12 - 10 _#200 7 - 2-9 Fimpt ih OO Lffl7. copies to. cUN FURMJ ININ CERTIFIED COPY SAN 'DIEGO, CA 92103 25293 El .SOUTH;,- -C-:*--.OA S T MATE R 'I ALS. SOUTH COAST MATERIALS COMPANY • P.O. BOX 586324. OCEANSIDE, CA 92058-6324 3701 HAYMER DRIVE • CARLSBAD, CA 92008 TEL: (619) 757-2010 • FAX: (619) 433-8929 SOUTH COAST MATERIALS Co. CARLSBAD ASPHALT PI.ANT 3701 HAYMAR DRIVE CARLSBAD, CA. 52008 CONTRACTOR Sim J. Harris Co. DATE 12/1/92 PROJ. ? jCE* * TYPE OF MIX Type III C2 (1/2" Crs. AR-4000 Asphalt Oil ).Type B Aggregate BASED ON RUNNING AVERAGES I CF EACH SIEVE ANALYSIS DATA TOTAL PERCENT AGGREGATE .0.0% 0% 15% 351 50% 100% FILLER BIN #4 BIN #3 B1N #2 BIN #1 ALL AGGREGATES PERCENT PERCENT PERCENT PERCENT PERCENT SIEVE TOTAL TOTAL TOTAL TOTAL TOTAL COMBINED SPECIFIED SIEVE SIZE PASS USED PASS USED PASS USED PASS USED PASS USED I PASS RANGE FACTOR SIZE 0 100 0 100 15 100 35 100 50 =• 100 1" 0 100 0 100 15 100 35 100 50 = 100 1" 0 84 0 100 15 1(j0 35 100 50 = 100 100' 3/4" 1/2" 0 7 0 87 13 100 35 100 50= 98 95-100 1/2" 3/8" 0 3 0 19 3 35 33 100 50= 86 75-90 3/8" *4 0 1 0 2 0 21) 7 100 50 = 57 5047 44 #8 0 0 0 0 0 3 1 85 43 = 44 35-50 48 *16 0 0 0 0 0 1 0 61 31 = 31 416 #30 0 0 .0 0 0 0 0 42 21 = 21 15-30 *30 450 0 0 0 0 0 0 0 24 12 = 12 #50 *100 0 0 0 0 0 0 0 13 7 = 7 *100 #200 0 0 0 0 0 0 0 11 6 = 6 4-7 #200 CERTIFICATION OF COMPLIANCE To Whom It May Concern: This is to certify that the Asphaltic Concrete Manufactured in the City of Carlsbad, California by South Coast Materials Co., conforms with the Standard Specifications for Public Works Construction, Sections 203-I & 400-4 Type (II C2 (1/2" Crs.) Asphaltic Concrete. Respect fuly BuF r LICENSE 252913 ¶ SOUTH COAST MAT.ERIA SOUTH COAST MATERIALS COMPANY • P.O. BOX 586324 • OCEANSIDE: CA 92058-6324 3701 HAYMER DRIVE • CARLSBAD, CA 92008 TEL: (619) 757-2010 • FAX: (619) 433-8929 SOUTH COAST MATERIALS CO. CONTRACTOR Sire J. Harris Co. * TYPE OF MIX CARLSBAD ASPHALT PLANT DATE 12/1/92 3701 HAYT'IAR DRIVE PROJ. ? I Type III 82 (3/4' Cr3.) CARLSBAD, CA. 92008 JOB* I AR-4000 Asphalt 011 Type B Aggregate BASED ON RUNNING AVERAGES % OF EAC14 SIEVE ANALYSIS DATA TOTAL PERCENT AGGREGATE 0.0% 13% 22% 25% 40% 100% FILLER BIN 04 BIN #3 BIN 412 BIN 01 ALL AGGREGATES PERCENT PERCENT PERCENT PERCENT PERCENT SIEVE TOTAL TOTAL TOTAL TOTAL TOTAL COMBINED SPECIFIED SIEVE SIZE PASS USED PASS USED PASS USED PASS USED PASS USED % PASS RANGE FACTOR SIZE 0 100 13 100 22 100 25 100 40 = 100 1-1/4° 1° 0 100 13 100 22 100 25 100 40 = 100 100 10 3/4" 0 84 11 100 22 100 25 100 40 = 98 90-100 3/4° 1/21, 0 7 1 87 19 '100 25 100 40 = 85 1/2' 3/81, 0 3 0 19 4 95 24 100 40 = 68 60-75 3/8' 414 0 1 0 2 0 20 5 100 40 = 45 40-55 414 #8 0 0 0 0 0 3 1 85 34 = .35 27-40 418 4116 0 0 0. 0 0 1 0 61 24 = 25 4116 #30 0 0 0 0 0 0 0 42 17 = 17 12-22 *30 4150 0 0 0 0 0 0 0 24 10 = 10 . 850 *100 o 0 0 0 0 0 0 13 5= 5 *100. *200 0 0 0 0 0 0 0 11 4= 4 3-6 41200 CERTIFICATION OF COMPLIANCE To Whom It May Concern: This is to certify that the Asphaltic Concrete Manufactured in the City of Carlsbad, California by South Coast Materials Co., conforms with the Standard Specifications for Public Works Construction, Sections 203-1 & 400-4 Type III 82 (3/40 Crs.) Ashaltic Concrete. Respect f ill 1y, ws'm- OAF LICENSE 24'4 SOUTH COAST M4 SOUTH COAST MATERIALS COMPANY . P.O. BOX 586324 • OCEANSIDE, CA 92058-6324 3701 HAYMER DRIVE • CARLSBAD, CA 92008 TEL: (619) 757-2010 • FAX: (619) 433-8929 SOUTH COAST MATERIALS CO. CARLSBAD ASPHALT Pt.RNT 3701 HAYMAR DRIVE CARLSBAD, CA. 92008 CONTRACTOR Sim J. Harris Co. DATE 12/2/92 PROJ. ? JOB4 * TYPE OF NIX Type III D (3/8' Max.) AR-4000 Asphalt Oil Type B Aggregate EASED ON RUNNING AVERAGES % OF EACH SIEVE ANALYSIS DATA TOTAL PERCENT AGGREGATE 0.0% 0% 0% 30% 70% 100% FILLER BIN *4 BIN *3 BIN *2 BIN *1 ALL AGGREGATES PERCENT PERCENT PERCENT PERCENT PERCENT SIEVE TOTAL TOTAL TOTAL TOTAL TOTAL COMBINED SPECIFIED SIEVE SIZE PASS USED PASS USED PASS USED PASS USED PASS USED % PASS RANGE FACTOR SIZE 1-1/4' 0 100 I) 100 0 100 30 100 70 = 100 II 0 100 0 100 0 100 30 100 70 = 100 3/4" 0 84 0 100 0 100 30 100 70 = 100 3/4' 1/2' 0 7 0 87 0 100 30 100 70 = 100 100 [/2' 3/8" 0 3 0 19 0 95 28 100 .70= 58 95-100 3/9: *4 0 1 0 2 0 20 6 100 70 = 76 65-80 44 48 0 0 0 0 0 3 1 85 60 = 60 50-70 48 *16 0 0 0 0 0 1 0 61 43 = 43 416 *30 0 0 0 0 0 0 0 48 34 = .34 28-40 430 #50 0 0 0 0 0 0 0 24 17 = 17 #50 *100 0 0 0 0 0 0 0 13 .9 = 9 #100 #200 0 0 0 0 0 0 0 9 6= 6 5-12 *200 CERTIFICATION OF CCNPUCE To t.on It May Concern: This is to certify that the Asphaltic Concrete Manufactured in the City of Car1bad, California by South Coast Materials Co., conforms with the Standard Scecifications for Puolic Works Construction, Sections 20.3-1 & 400-4 Type 111 0 (3/8" Med.) Asphaltic Concrete. Respectfully, fleazer LICENSE 252913 ENRON Oil Trading & Transportation Company 14700 Downey Ave. P.O. Box 1418 Paramount, CA 90723 Ph. (213) 531-2060 February 6, 1992 Sim J. Harris Company P.O. Box 3069 San Diego, CA 92103 Attention: Mr. Tom Stone Gentlemen: This is to certify that the AR-1000, AR-2000, AR-4000, AR- 8000 paving asphalt shipped from Paramount Petroleum Corporation complies with the required AASHTO Specification M226-80, Table III; Section 92 of the CALTRANS Standard Specifications; ASTM Specification D3381, Table III and Public Works Construction Specification Section 203-1. Sincerely, Jim Meeks Manager, Industrial Asphalt Sales b Part of the Enron Group of nergy Companies A V'MITSUBISHI CEMENT CORPORATION MIS CUSHENBURY PLANT, 5508 STATE HIGHWAY 18, LUCERNE VALLEY, CA 92856.9691 TELEPHONE (619) 248-7373 July 13, 1992 Superior Ready Mix 1508 West Mission Road Escondido Calif. 92025 Attention: Fred Brower Re: Mitsubishi Cemont Corp. Typo 11/V Mill Analysis Dear Sir: Mitsubishi Cement Corporation's Type !I/Type V L.A. Portland Cement manufactured at their Lucerne Valley Facility in California is certified to meet the following '- specifications: A.S.T.M. C-150-89 Type II/Type V Low Alkalies Federal Specification SS-C---1960/3 on cement Cal Trans Section 90-2.01 for Type lI/Type V Modified Cement Mitsubishi Cement Corporation's Type 11/Type V L.A. Portland Cement is a prequa3.iied source for Type II, LA, PS Portland Cement as per paragraph 2.b(7) of Appendix C of ER 1110-1-2002 of the Department of the Army, U.S. Army Corps of Engineers, Cement Quality Management System (C,Q.M.S.). i&4 Bob Kersey 7 Chief Chemist Mitsubishi Cement Cbrporation Cushenbury Plant D )qqRnb,Riq .nw YW4 Viii 1flWI WTJflQ OT.fT (1 IM ('OI_MUP Concrete Test Report Summary Mix: 5596 F'c: 3250 psi 01/27/93 Moving Moving Within Avg: 3 StD:30 C of V Con 7 Day 28 Day 28 Day 28 Day 28 Day Date Slump Tmp Comp Comp Comp Comp Comp Sampled in *deg F psi psi psi psi = = = = = = = = = = 1/ 3/90 4.25 - 2640 - - - - 3/27/90 5.00 - 2870 3970 7/17/90 4.00 - 3660 5085 9/19/90 6.50 - 2720 3820 4292 - - 10/18/90 4.25 - 3370 4195 4367 - - 11/ 7/90 6.50 - 2470 3850 3955 - - 12/19/90 5.00 - 3720 5015 4353 - - 1/21/91 3.50 - 3280 4590 4485 - - 4/ 4/91 3.50 - 2620 3770 4458 - - 4/18/91 4.00 - 2550 3945 4102 4/19/91 4.00 - 2570 3860 3858 - - 4/19/91 2.50 - 2160 3670 3825 - - 4/25/91 4.00 - 2850 4140 3890 - 1.17 5/21/91 4.50 - 2510 3930 3913 - - 6/14/91 1.50? - 2870 4080 4050 - 1.17 6/21/91 2.50 - 2300 - - - - 7/12/91 3.75 - 2920 3955 3988 - 1.27 8/ 6/91 3.00 - 2720 3850 3962 - 1.21 8/ 9/91 3.00 75 3020 3945 3917 - 1.05 8/12/91 6.50 - 2970 4020 3938 - 1.20 8/29/91 2.00 74 2440 3610 3858 - 1.20 9/12/91 4.75 - 2750 3820 3817 - - 9/25/91 - - 2990 3880 3770 - 1.38 11/21/91 2.25 79 2870 4055 3918 - 1.24 12/ 9/91 3.00 68 3030 4070 4002 - 1.19 1/21/92 4.00 - 2900 4545 4223 - 0.94 7/ 1/92 3.00 - 2580 37.30 4115 - 1.00 7/30/92 2.00 87 2500 3460 3912 - - 8/21/92 3.50 - 2780 4065 3752 - 1.04 9/29/92 5.50 86 2420 3800 3775 - 1.18 . 10/ 8/92 3.25 78 2810 4285 4050 - 1.51 Count---------------------------------------------------------------- 30 7 31 29 27 - 15 Average --------- 78 2802 4035 4020 1.18 Standard Deviation ---------------------------------------------- 1.32. 7 356 371 213 - 0.14 441 Range 1.50 68 2160 . 3460 3752 - 0.94 6.50 87 3720 5085 4485 - 1.51 Coefficient of Variation _____________________________________________ 34.35 8.6 12.71 9.19 5.29 - 12.12 P. 1 Concrete Test Report Summary ACI 214 SUMMARY Statistical Strength Summary ---------------------------- Average strength based on 29 tests : 4035 psi Overall Standard Deviation : 371 psi Control is Excellent Overall coefficient of variation : 9.19 % Overall within-test coefficient of variation .: 1.21 % Control is Excellent Chance of strength falling below 3250 psi : 1.7 % Chance of strength falling below 2750 psi : - • Chance of "Average of 3" below 3250 psi : - ACI 214 Minimum Recommended Strength : 3750 psi Standard deviation adjusted for 29 tests : 373 psi Chance of strength less than specified - 500 <= 1 in 100 Chance of "Average of 3" less than specified <= 1 in 100 P. •1 S Concrete Test Report Summary LA REPORT SUMMARY Date : 01/27/93 Time .: 8:53 AM Mix ID : 5596 -- Design Strength-: 3250 psi Number of test records for mix : 31 Number of records selected for report : 31 Selection Conditions LI Profess! For onal Use Treflan. Net Wd lit 4OPCi%ids A selective, pro-emergence herbicide for use Inornamentals for the contWt of annupigreseeS and broadleaf weeds Onormentel Trees C . ..'Flowers p,. •., CAUTION EIIJ. eU.laC Directions for Use Reed All Direction. Caralully Boom Applying Weeds Controlled Annual Gr.us. Annual Broadleaf Weed. Crabgrasses Texas Panlcum Pigweeds Purslane Barnyardgrass Stlnkgrass (spiny. redroot) Florida purslane (watergrass) Bromegrass Carelessweed (pusley) Foxtail. Brachiarla Lambsquarters Knotweed (Including giant Sandbur Carpetweed Stinging nettle foxtail) Jungle rice Russian thistle Goosefoot Johnsongrass Annual bluegrass Kochia Chickweed (from seed) Sprangletop Note: TreflanO will not control certain Goosegrass Cheat resistant weeds such as Cocklebur, Val- Wild cane (shattercane) vetleaf, Jimsonweed, Ragweed. Venice mallow, and Nutgrass Application Directions General Directions Use granular applicators designed to apply herbicide or Insecticide Trifles 5 G Is a pre-emergence herb- granules. Calibrate the applicator Icide which provides long lasting according to the manufacturer's dl- control of a wide range of annual rections prior to use and check grasses and broadleaf weeds. Tnt- frequently during application to be Ian controls weeds by killing their sure the equipment is working prop- seeds as they germinate. It does not any and distributing the granules control established weeds. uniformly. Do not apply more than Traltan 5 G provides effective the recommended amount. weed control when applied to the Apply Trelhan 5 G prior to planting soil surface. Optimum weed control new nursery stock liners, ornamental will be obtained when followed by trees and woody shrubs, and gladioli. overhead Irrigation or rainfall within (Gladioli corms less than 1 inch In stew hours after surface application, diameter may be Injured by pre- Trollan Is recommended for use plant applications of Trellan). Treflan on a wide variety of ornamental may also be applied to those plants trees, shrubs and flowers. The orna- when they are established. Apply mental species on which Treflan can be used at rates recomrpended with Tneflan prior to the gprinatign of out demage include those listed on side paneib peed seeds pr to cleap-cultivated weed free aress. Pg tmt apply 'T III Ian 5 G to when the ON, plantIngs lswet, Trifles 5 p III not recommended uso op muck soIls. '• Helpful Application Techniques for Trefian® 5 G TI.. Wd flId Cii.n... S F. P v.0 NON N Nv. 3 l.Iw ON.,. .ONI.ONO I Oi.'.ew0Si®ION. WIbtISIv.ONWIINONOI.. u.N tO, .5,15110 Tnu.., WON. S lISpS wv.pS .11.S SI ISISm) INC. N pSIa.v.UN mu.. IS. p ONy ,s*m *TIS 0 so .ININ .0 .ONt 0 II. No.sI TI lv. ii mrm. INt INdC NCl. WONul. 1,1. tSppSo.CI .tc.wWo- e.NON iSIS. WI. 01 •ONWO IpSO NON flhls.WNS*.SNW,,d a annals Ornamental Woody Shrubs Scientific Name Comma. Hem. SuM,!, anti..,!: 8uhrry S.,h..! Thud.,,!! Japan... Bhavvy S.,., hadlu Hsleadii Boxwood Buss aicroph,!!. Boxwood S.,.: uuvp.,vft..s Common Boxwu.d Camille Jan.!,. Cemelli. Cii.!!!, $.s..i.. Sasenqa. Ceia.11la Clap,. japuic. Sekaki Cone..:!., apme!.ta Coton.aitr C.touesi.,Z.h.l!! Cotonaelti Diet,!. Gentile (i.e.,..: pu.j..: Elesegnun Evupaus a/atu: Euonymo, (es.yaus Foil...! Euooymua E.uymu, nip.!! Cuenymus Fuji. S.i.w!..t, Pineapple Guava F,,qth!. Forsythia (Golden Bells) 1/818118818 Japan.,. Holly /its haul Holly I.ey.rus chin.,!: Juniper J..!pif.: c.d.t. Share Juniper Jusp.,., riig!li... Red Cider galal. let!!.!!. Mountain luwsi ligu:titw .11th, Privet Up:tr.a j.poarcua Privet 11,v:rr.w ..o,.iiuiatw Privet 11,.,!lau ar.!l!.Jiva California Privet £oaicara Honeysuckle Pt!ln'.!ph.: L..a!ia! Mock-Orange Pi.,!,j.pwc. Fetterbush Pittosporua Tie!,. Rehire Pii'oc.ipua awoph,!!i year Pine Paint!!!. Cinquefoil P,...: c.rall,Jau Amities. CberrpLew.l Ppr.c..tha Firethore R.pti.!.p!s !afte India Hewttnaro Rh.#od.ad,ua !dlua Aisle. Rh.*duer.. alt.,,. Rhododendron Sa!ii Willow Spfra..nehiultcl Spwsee 5pm.,. niger!, Common Lilac Tare: cup!ats Japanese Yew 7.,.. adla you 7h. .ccdutd!, America Arborvitae Vihura.a ..'o,.thuuaea Sweet Vibereva Vtheisa. :.:pau.a 8end..kwa VS.iva Vth,,ua t.autuea Doublet ii. Viberooa ViSe,.,. w,!ghtil Vihoreaw W.!pli Welysle. B,l.tel Ruby Ornamental Trees Scientific Name Common Name Al!.: he!s.a.a Belies Fir - 4ciipiat..oi.: Norway Maple Treflan 5 G can be surface applied around established plants or on ornamental beds. Apply to a smooth soil surface (no large clods) to assure uniform distribution. Clean- cultivate and hoe to remove existing weeds before applying Tr.fl.n. Optimum weed control perform-ance will be obtained when followed by overhead irrigation or rainfall, within a few hours after application. Broadcast application rat, of Triflan 5 0 when surface applied: All Sofia: 80 lbs. per acre or 2 lbs. per 1,100 sq. ft. (4 lbs. active) Equipment: Either a drop-type or a rotary-type granular herbicide or Insecticide appiicatgr may be used. Tnfla will control weeds gnly whO!! spplied therefore, an evqq distribu- tion. of the granuie (çiq kipj Pr misses) is Important for oRtiefqbtory weed control;. : Ac.i t.hie. Red Maple Ac., :acchaii.:a Silver Maple Ac., saindarrar Seger Maple 5.11!s p1eV.!s M. laclal.i. Swopess Whit. Sick Ciii.... ael!!uua. Chinese Ch.staet Cute!: c.a.hu!, Redhid C.,..: Floe!.. Rowedap Dogwood Cii..: Kona Koene Dsgw.ad Fr.,!.., amine... White Ash C!,Vit,J. t,i.cuthu Honey Loceux leg!..: .!gre Black Weboot liii: iapti!tpis Jepaaese Lath liprW.ah.,:tyracil!.. Sweetp,. L!,i.d.a*n tulip!!.,. TulipS.. U.!.: :p. Apple Nyu. syfreiki Black GaAs Pica. AC!.. Norway Sprece P!c.. g!..c. White Spree. Pte.. peaga, Colorado Blue Spraca pin: Mgr. Aioulu Pica Pu.: la:!IOie Red Pie. Pius Str.h.: Whit. Pine Pie.: q!r.stn Scotch Pine P!us haUl Lousily Pie. P!u: Th.d.r!! Japanese Black Pica P!.tuus .c.ri!ai!. London Plese.Tree P!.t.ees occ!ftet.!k Sycamore Popular V.ft.!ft: Cottonwood Pt...: :p. Stone-Fruits Pu..otseg. hull.!. Couples Fir Oea,cii c.erk.. Scarlet Oak Oure.: pa!uiin, Pie Oak Oustcu: rulia Red Oak Rob!.!. p:educ.ci. Black Locust T.:oalea .retich.a Bald Cypress 7:eg. eualusn Caned. Hemlock Roses and Other Established Flowers Achilles Lopinus Ageratum Marigold A,clotis Morning Glory Aster Nasturtium 5aioem .Nicotlane Celeodula Periwinkle California Poppy Petunia Culliopnio Phlox carnation Portolace Canteuxee Rudheckla Glvy,enthernume Selale Cosmos Scebissa Dahlia Sheet. Deity Dianthus Snapdragon Dimarthec. Stock Forget-me-not Snow on the u.untlle Four O'Clock. Sunflower Gaillardla Sweet Nysoaa Gladiolus Sweet pea sore Sweet Willie. Lobelia linus CAUTION: Harmful If swallowed or absorbed through the skin. Avoid contact with skin, eyes or clothing. In case of contact, flush with water. Do not contaminate foodstuffs or feeds. Do not contaminate any body of water by direct application cleaning of equipment or - disposal wastes. The manufacturer makes no war- ranties, express or Implied, concern-ing this product or its use, which extend beyond the description on the label. All statements made con- cerning this product apply only when used as directed. Destroy bag whOp mpty1 Pp, ot S . Elanco Products Compa" A Division Of Eli IIy and Cc 'ttny •. S ,• • 1'"• GuAi elines for using Roundup. 1) Apply Roundup when undesirable vegetation is at the proper stage of growth. To assure effective control, it is very impor- tant to apply Roundup to actively growing, emerged weeds at the proper stage of growth. The proper stage varies with the species of vegetation, but in general, you get the best control by applying Roundup® herbicide when most of the weeds are actively growing—at the bud or head stage of growth—and free of dust. (For specific stage of growth informa- tion for annual and perennial weeds, check the label.) Note: When applying Roundup to undesirable vegetation growing in regularly mowed areas, omit at least one mowing before treatment. Some of the annual Some of the perennial weeds controlled by weeds controlled by Roundup: Roundup: Pigweed Johnsongrass Crabgrass Quackgrass Ragweed Field Bindweed Fall Panicum Bermudagrass Foxtail Canada thistle Use the recommended spray equipment. Roundup may be applied with boom equip- ment, hand-held and high volume equipment (including* knapsack sprayers), and shielded sprayers. Make sure application equipment is prop- erly calibrated, and that tank, hoses and nozzles are clean. Do not mix, store or apply Roundup in galvanized steel or unlined steel (expect for stainless steel) containers or spray tanks. Stainless steel, aluminum, fiberglass, plastic and plastic-lined containers may be used to mix, store and apply Roundup. Mixing instructions and rates. Roundup mixes easily with water. For effec- tive performance, mix Roundup with clean water only. To minimize foaming, do not mechanically agitate. Fill the mixing or spray tank with the required amount of water, then add the specified amount of Roundup. For knapsack sprayers, mix in a larger container, then fill the sprayer with the solution. Although protective clothing is not required when mixing or applying Roundup herbicide, we recommend the use of rubber gloves and safety goggles when mixing any agricultural chemical. For specific recommendations for applica- tion rates of Roundup herbicide, see the label. In general, apply 2 to 5 quarts of Roundup per acre on perennial weeds and grasses, depending on the species. For annual grasses and broadleaf weeds use 1 quart of Roundup per acre if weeds are less than 6 inches tall; use 1.5 quarts if weeds are taller than 6 inches. For labeled woody brush plants and trees, apply 2 to 4 quarts as a broadcast spray, or as a 1 to 2% solution with hand-held equipment, depending on the species. Spray solution Clean water Roundup® Desired volume 1% 11/2% 2% 1 gal. 1'/30z. 2oz. 22/30z. 25 gal. 1 qt. 11/2 qt. 2qt. 100 gal. I gal. 11/2 gal. 2 gal. Unless otherwise indicated, use a 1% solution of Roundup in water. For hard to con- trol perennial weeds, dense weed growth, and weeds in non-cultivated areas, use a 2% solution. 10 4) How to apply Roundup. In hand-held applications, spray Roundup on the foliage of undesirable vegetation. Make sure that spray coverage is uniform and com- plete. Do not spray to the point of runoff. When using a boom, apply Roundup in 20 to 60 gallons of water per acre. Use the lowest gallonage possible to provide complete coverage. Do not allow the herbicide solution to mist, drip, or splash onto desirable vegetation. Avoid applying at excessive speed or pres- sure, and do not apply when winds are greater than 5 M.P.H. 5) When not to apply Roundup. For best results, do not apply Roundup if any of the following conditions pertain: im- minent rainfall expected within six hours; growth stress, as a result of drought, disease, or insect damage; frost; dust on plants, or winds in excess of 5 m.p.h. Roundup could make your job easier. If you're a highway maintenance manager, a professional applicator, an ornamentals grower or a grounds maintenance manager, you could make life easier for yourself by adding Roundup herbicide to your weed con- trol program. Roundup provides the effective, economical control you need of a wide variety of weeds. And because Roundup has no residual soil activity, it's an excellent tool for those important sensitive areas that are critical to your operation. Roundup helps you even further by reducing labor and application costs. Isn't it about time you let Roundup do its share of the work? See your local chemical dealer today for your supply of Roundup herbicide. C f. C R ROUNDUP. Co. re. RI-7000-1 179 Ø1 f1RR 12 193 09:5RM GRANITE CONSTRUCTION S D P.1 1 rAczHx1E'rnANuHzBsIoN COVER IIIET •• Dxru. • ,. I TO.: Ri& RkLj •. . •. c.AX .4tbq,'•_ 1: . • • . • • rAx NUIIBEJ% OF PAGEU 1NCLUDINcJ COVtI% .• COMt1ENTs • :.: .. -. .•. • ..•• 4C AVE ( wCQrE .C(iØ4i7MLS. Xsle A" f ciont:i4.tiJ7 41MOVO -- - .f - -- • 11 .. -. FOR NV PflODLEHø DURING TftAHIIIøNION,CALh .16191..256 -59915 AFIE. BENDER a'i/WWiT •• • I l l • • • I • • £ ... . . ,•. .. - R•• . • . . . . I son Wage 1,ench •P.0, boll 131406 . • & I Iunh3IqOCA1II93 han. OI14644P1 IM6Il/4U4113 -. - I .' -4• I I - cj• - - • - - It S r13?k't.%4. -• * .• • SUPERIOR READY MIX CONCRETE L.P. 1508 MISSION RD., ESCONDIDO, CA 92029 62.9-745-0556 3250 PSI CONCRETE NIX DESIGN 03 / 09/ ) .3 CONTRACTOR ; GRANITE CONSTRUCTION PROJECT TAMARACK AVENUE, CARLSBAD SOURCE OF CONCRETE : SUPERIOR READY MIX CONCRETE, V.P. CONSTRUCTION TYPE : VARIOUS PUBLIC WORKS CONSTRUCTION PLACEMENT I TRUCK PLACE WEIGHTS PER CUBIC YARD MITSUBISHI TYPE II CEMENT, LB SUPERIOR BL. CONC. SAND, LB SUPERIOR 1" ROCK, LB WATER, LB (GAT,-US) AIR ENTRAINMENT, % WATER/CEMENT RATIO, LBO/LB SLUMP, TX CONCRETE UNIT WEIGHT, POW (SATURATED, SURFACE-DRY) YIELD, CU FT 560 2.85 1379 6.40 1679 1027 325 ( 38.9) 5,21 1.0 +1- 1.0 0.27 zZommun TOTAL 27.00 0158 400 145.0 COMBINED AGGREGATE GRADIONO CONFORMS TO GRADING '1C" STANDARD SPECIFICATIONS FOR PUBLIC WORKS, 560-0-3250 PREPARED BY '1'twi L ~c t5~ SUPERIOR READY MIX CONCRETE, L.P. :- O 'd L9960PL6I9 'ON XVA - 'XIN Old WHO " Jo :91 flJ. E6-6 -ui - MAR 12 193 09:e6AM GRANITE CONSTRUCTION S D P.3 560-C-3250, MIX =#3.5961 SUPERIOR READ? MIX CONCRETE, L.P. MIX ANALYSIS MIX VOLUME, CU FT 27.00 COARSENESS (Q / (0 + 1)) 67.3 WORKABILITY 379 W - ADJUST 378 PERCENT MORTAR 57.1. TOTAL FINENESS MODULUS 5.23 45 1 ---- I I I I---------I I I I I I I I I I I I I 40 I a- I anaaa I --------- I --------- 1 W O I * I t I I I I I t p I I I lIS' K38 I --------- t ------u-I--------- L 30 I :ii I I I I I Y I I I I 25 1 ; : : : I ----- I I ------- I I I I x -TOTALMIX I aAGGREGATES i *so'rx I 20 1---------J---------1 1 -- I 100 50 60 40 20 0 COARSENESS [Q/(Q+I)j MATERIALS CHARACTERISTICS STONE SAND ___ a a a - - —— — DENBITY, 9? 0 2,62 2.63 %PASSING 3/8 " SIEVE 24.0 100.0 % PASSING # 8 SIEVE 1.0 83.0 FINENESS MODULUS 7.11 2.93 PERCENT OP AGGREGATE $5.0 450 NO SEVERE EXPOSURE SI flU US __, __,s.II •. -'2n a IWL89 'ON XVA X! A038 OI3dflS Ifl 901 EI 3nl LB-B -IL ...... I MAR 12 193 09:06RM GRANITE CONSTRUCTION S D P.4 560-C-3250, MIXjjIjJ SUPERIOR READY NIX CONCRETE, L.P. FULL GRADATION ANALYSIS SIEVE STONE SAND PASTE TOTAL AGOR ------- ------- ------- ------- ---- a_a 11/2 " 2.00.0 100.0 100.0 1 of 98.0 99.2 98.9 3/4 " 62.0 85.5 79.1 1/2 34.0 74.9 637 3/8 " 24.0 2.00.0 71.1 38.2 4 20 95.0 62.1 45.2 * 8 1.0 83.0 57.1 37.9 * 16 m 63.0 50.4 28.4 * 30 - 39.0 43.0 17.6 * 50 - 18.0 36.4 5.1 * 100 - 6.0 32.7 2.7 * 200 - 2.9 100.0 31.7 1.3 * 323 - - 94.9 29.3 - Liquid - - 65.8 20,3 - GRADATION CHART 100 --- --- - --- -----i s---- l-- ------ --- ---i I I I I I II Ill I I I go I - - - I • I I - - I - - - I - - - - I - - - - I - - - I ...... ix it I I I .i I 80 -0--- 1 - 1 I --- I ---- I --- I ----- --- I R I II I I I II I I I I C 10 I 1 1 1 -x--- I -----I I -----1 ---1------ 1----- 1 1 --- 1 E I It ol I 1 Ill 1 1 1 N 60 I ---1 - I--- I --X---- I I I I------I I 1 .111 III x I I I I III 50 I --- I 1 1 - I ---1 ---- I -----*----- I I------ p lIt 110 1 I x I. I Vt A 40 i---- I --- -I--- I ---e---- 1 -----I --- I 3 30 111111 1 1 Ix 1 -1 -1 --- - I--- I : •o-- I --- I ------ x 111 I -----x---x-- I 3 I I II II 1 1 1 I I I I I N 20 I I • I--- -1 ---1 ----- I----- I ---1 ---x 0 111111 1 I 1 1 1 11 III It 1 1. I I I a I I I 0 1---J - I--- I - I I •-- I --- I I I ------ I -----o---o---o 2. 13 13 • # 2 3 L SIEVE , / 1/ 4 8 1 3 S 0 0 2 i 5 4 28 6 .0 0 0 0 5 q x - ALL COMPONENTS 0 - AGORROATES * - EOTX so 'd - LS960P1819 ON XVI XIW Aav3x VOINUns oct niie-o -uw MAR 12 '93 09:07AM GRANITE CONSTRUCTION S D P.5 SUPERIOR READY MIX CONCRETE h.P. 3.500 MISSION RD., ESCONDIDO, CA 92029 619-745-0556 CONCRETE MIX DESIGN EI!!!1AEt 3 3250 PSI 03/11/93 CONTRACTOR I GRAZUTE CUNWLVXUC'.I'WN PROJECT 9 TAMARACK AVENUE, CARLSBAD SOURCE OF CONCRETE I ETJPERXOR READY MIX CONCRETE L.P. CONSTRUCTION TYPE : CURB & GUTTER PLACEMENT i TRUCK PLACE WEIGHTS PER CUBIC YARD (SATURATED, SURFACE-DRY) YIELD, CU PT MITSUBISHI TYPE II CEMENT, LB 560 2.85 SUPERIOR EL, CONCRETE SAND. LB 1346 0.20 SUPERIOR 1" ROCK, LB 1334 8.16 SUPERIOR 3/8" ROCK, LB 333 204 WATER, LB (GAL-US) 300 C 35.9) 4.01 AIR ENTRAINMENT, % 3.5 +1• 1.0 094 mmmmmzz TOTAL 27.00 MASTER BUILDERS MICRO AIR, OZ- 5,6 WATER/CEMENT RATIO LBS/LB 0.54 SLUMP, IN 2.00 CONCRETE UNIT WEIGHT, PCF 143.4 CAME INED AGORECATE GRADING CONFORMS TO GRADING "C'T STANDARD SPECIFICATIONS FOR PUBLIC NOW 560-0-3250 BY SUPERIOR READY MIX CONCRETE I..?. , ;JO 'd LSS6QL69 'ONXV XIII AC1VBH Hol v3jns 091 flll.L S6-fl-UW MAR 12 193 e9:e7AM GRANITE CONSTRUCTION S D P.6 560-C-3250, HZXr#-5S-96CAZl, SUPERIOR READY MIX CONCRETE L.P. MIX ANALYSIS MIX VOLUME, CU PP 27.00 COARSENESS (9 / (9 + I)) 549 WORKABILITY 37.5 W - ADITST 37.4 PERCENT MORTAR 57,4 TOTAL FINENESS MODULUS 5.11 45 1 I ---------I---------I I I I I I I I 1 1 1 I I 40 1 --- - - - e- ------------a - -- - - - - - ___ -- -- 1 w 1 1 0 I * I I R K 35 I---'..-----------...,---I siIIasuipj t 1 A 'I.... I I I I I I I I I Ia 30 1 --------- I - . . . : i ; : : ; i ; ----J --------- I --------- I ''I ,. .......1:3Z$ I I I T I I Y 25 J•'1 . . . : ---- 1 ------s-- I I - TOTAL MIX. I I I I a-ASREOAPES I I I I *-BOTH 20 aa I --------- --- 1.00 80 60 40 20 0 COARSENESS [Q/(Q+I)] MATERIALS CHARACTERISTICS STONE 3. STONE 2 SAND DENSITY, B? 0 - _ - - - - - 2.62 - - - - -- 2.62 - - - - 2.63 % PASSING 3/8 " SIEVE 24.0 950 100.0 % PASSING * B SIEVE 1.0 1.0 83.0 FINENESS MODULUS 1.13 5.84 2.93 PERCENT OF A00REATE 443 11.1 44,6 DRY-RODDED UNIT WEICMT OP STONE, PCF 94.0 NO SEVERE EXPOSURE L80L819 'ON X! x1m AOU38 HoI3dflS 19:8,AHI, S-W 560-c-3250, MIX 596cAE, SUPERIOR READY MIX CONCRETE L.P. PULL GRADATION ANALYSIS STONE 2 SAND PASTE SIEVE - - - a - as 1-1/2 1 " 3/4 " 1/2 I' 3/8 #4 #8 # 16 * 30 * 50 * 1.00 * 200 * 325 Liquid STONE 3. _- aaa a - 100 .0 98.0 62.0 34.0 24.0 2,0 1..0 100.0 98.0 83,0 53.0 39.0 3.8.0 6.0 2.9 310010 95.0 66.9 TOTAL a •a a • a 100.0 9914 88.5 80.3. 767 63 .7 57.4 51.0 43.7 37.3 33.7 32.7 30.3 21.3 AGOR wwwwoom 100.0 99.1. 83.1 70.7 65.7 46.8 37.5 23.1. 1.7.4 8.0 2.7 1.3 a 100,0 95.0 20.0 1.0 a GRADATION CHART 100 I II 11 I I I I I I I 90 1 - - - I - x- - - I - I - a_a - a - - - I - - - I - a - ...... P 110111 1 1 1 1 I I E 80 1-1.1 X I --s--I----" II I I I a I R i IlIx 1 1 1 1 i 1 1 C 70 E III lox I 1. III 60 .1 Ii II; I II I I 1 50 1 a a a a. I I I I I I P 1 II II o I x I 1 1 l I A 40 I---l-1--- 1-1--- I I I--- I------ S I Ii 11 1 I I I x x N S 30 1--- I-I ---1 1 aaaj aa j _a_0_ __aJ I a3- I '1 II III I I II I I N 20 1-1 I -I--- I --- I -- I------ o 111111 I I ol I III I. it 11 1 1 I I I o I 0 1 13 13 * * * * 1. 2 3 L SIEVE . / II 4 8 1 3 5 0 0 2 i S 4 28 6 0 0 0 0 5 q x - ALL COMPONENTS - AGOREGATEe -BOTH EO'd LS6OL619 'ON X'id XIW ASH BMWs IN flH €6-11-VU RCP BLOCK' C 4607326 P. 02 INSPECTIONS TESTING. ENGINEERING May 9, 1990 Job No. 1664 TEST RESULTS Client: RCP Company Sample Description: Masonry Sand Date Sampled: May 2, 1990 Tests Performed: ASTM C-1361 D-1140 RESULTS: Sieve Size % Passina Requirements C-144 3/8" #4 100. 100 #8 99.98 95-100 #16 89.50 70-100 #30 61.24 40-75 #50 . 29.73 . 10-35 #100 10.22 2-15 #200 2.95 Sieve analysis meets the requirements for ASTh C-144, Masonry Sand. Dale R. Regli PE PROFESSIONAL REGISTERED INSPECTIONS, INC. 7895 CONVOY COURT, SAN DIEGO. CA921 11 16191292-0660 RCP BLOCK AND BRICK 4607326 P.03 RCP BLOCK & BRICKOINCS 1 SPLITFACE 4 STRUCTURAL SPLIT-FACE UNITS R.C.P. Block & Brick, Inc. manu. factures' split-faced concrete ma- sonry Units to meet the structural requirements of A.S.T.M. C90, Type I, medium weight. These units comply with the Uniform Building Code Standard 24-4, and Title 24 of the California Administrative Code. Black cinder is the common ag- gregate used in-split-faced units. Other aggregates can be used to achieve different architectural ef- fects, weights or strengths. They arc available on special order only. Standard colors are Natural, La Paz, Mission, El Rancho, Yellow- Gold, Sand, Castle Cray. Color variations, as well as variation in aggregate exposure in split-faced units, are inherent in Concrete block. SERVING SOUTHERN CALIFORNIA SINCE 1947— NOW WITH SIX LOCATIONS SOUTH BAY LA MESA SANTEE LEMON GROVE ESCOND1DO MURRIETA 75 N. Fourth Avenue 6055 Fletcher Parkway 9631 N. Magnolia 6246 Broadway 1070W. Mission Avenue 25725 Jefferson Avenue Chula Vista, CA 91910 La Mesa, CA 91941 Santee, CA 92071 Lemon Grove, CA 91945 Escondido, CA 92025 Murrleta, CA 92362 (619) 474-1516 (619) 463.5533 . (619) 448.2240 (619) 460-9101 (619) 480-9696 . (714) 677-1489 , ..... . R. C. P. COMPANY, INC. HIS VA I ' ,.44. f Iic.•' I S :FEBRUARY4 ,:;i91 -42 RETAIL PRICE LIST - CEMENT COLOR "-PAGE .; ••••••_••........... .. . .. PRICE PER POUND ,. COLOR NO DESCRIPTION 1 or 1½ lb 2 lb 3 lb 5 lb ' 25Th 50 J ci 6522 ADOBE 2.32 2.22 2.12 2 02 1 80 1;. 72 1386 APACHE 2.36 2.26 2.16 2;06 1 84 1 76,,IV 1364 BLENDED RED 2.38 2.28 2.18 - 2.b8 1 86 1 : ... c 807 BLACK 2.10 2.00 1.90 1.80 1.58..; 888 BLACK 2.28 2.18 2.08 V.98 1 76 6454 BREEN 2.32 2.22 2.12 2 02 -l.'80-...,- 6455 1 72 BROWN 2.32 2.22 2.12 2.'02 ,,J'.80 1 72 %,.• . .4 6058 CHOCOLATE BROWN 2.32 2.22 2.12 2 02 1 80 6069 COCOA BROWN 2.32 2.22 2.12 2-02- i 1 80 1 72 Di ' vii'Ls " 5073 GOLDENROD 2.32 2.22 2.12 2.02 1.80:.... 5310 *GREEN 2091 MISSION TAN 2.60 2.50 2.40 2.30 2'.'08 2 ool4 W. 1117 RED 2.24 2.14 2.04 1.94 1 72"-*1 64 • - -. 160 SUNTAN 2.42 2.32 2.22 .2.12 5190 / YELLOW 2.26 2.16 2.06 1.96 1 74 1 66 .' :.,: :.•:1i:;.. 569 SAND YELLOW 2.22 2.12 2.02 1.92 1.70 1 62 *Special Quote •. --------------------- . PROPORTIONS FOR MIXING MORTAR POUNDS PER SACK OF CEMENT . TO MATCH BEIGE BLOCK 1-1/2 LBS 15073'GOLDENR6D TO MATCH CASTLE GRAY 1 LB 1888 BLACK. -- TO MATCH EL RANCHO 2 LBS I6455BROWN:.' ;.. TO MATCH LA PAZ BLOCK 1-1/2 LBS #6522DOBE TO MATCH SAND BLOCK 1 LB 1569 YELLOW TO MATCH SUNTAN BLOCK 3 LBS 1160 SUNTAN TO MATCH RED CONCRETE BRICK 2 LBS 11364 BLENDED RED I' TO MATCH ADOBE SLUMP 2 LBS 16522.ADOBE - 5. TO MATCH BREEN SLUMP 1-1/2 LBS 16454 BR.EEN L TO MATCH MISSION TAN SLUMP 3 LBS #2091 MISSIONT.AN.. 4) C .................. 544 7 Prices Subject to Change Without Notice . ..'; . • ........ 'c. FEB 26 193 1:29AM GRANITE CONSTRUCTION S D P.2 I GRRflITE 1 COflSTRUtTIOfl i complinu ma February 26, 1993 To: Bob Schl1ock C.W. McGrath Tamarack Ave Widening From: Glen White Granite Construction Co. The following is provided to meet the request per item 8.2 ttD BUSINESS information required. The dimensions of the curb machine mold we will be using are per the regional standard drawing G-2 (attached) . The length of the mold is 4 feet 9 inches. We will be using. either one of our two curb machines. One is a Gomaco Commander III and the other is a Gomaco GT3300. The machine we use will be dependent on what other work we have ongoing at the time of the pour. In any case, whichever machine is not used will serve as a. backup in case of breakdown. Let us know if you need further information. jbc Glen White 41cb167) S(I1?M iTti t A I frii/ C 9 I (F' '• $n Dee Branch P.O. Box 232406 San Diego, CA 92193 MARK N. BRAWTHEN Phone 619/4648995 FAX 619/464.6725 FEB 26 .'93 1e:30AM GRANITE CONSTRUCTION 5 D L FAC ç TP i.GF ci3 Fve aQM 2. ç7Th'2--- Lçr1øi 3. FLow1.14iF — 's'" W106 • HAM £1Ei.. TRouJ4 ., I, S. • Weakened Plane Joint (IS--.0" (C) j I -T11 CI!IT?CAL :. max çy sari#iaeti law j'exceptwhereelevatiOfle 6 Vs J\. _. — — — — b • L .__.. . • -. II - .......... with B" Curb Face i••••i• . : N W. . . :. •••• • ••.: •• • •• •• t Concrete shall be 620-C-2500. Se,Stand,rd 0rawtng40far Joint dataita. Slope top of curb 1/4" per feat tommrd sir t. LEGEND 0NPI,ANS Revision Aleammloolle IV THE 1" 91164 SAN DIEGO, REGIONAL STANDARD DRAWING By Approved Date 4X4. Cone. m4m -4a I9Fs Note • QM !i rh•,.i.it ft.G.. lUll — DRAWING CURB AND GUTTER COMBINED NUMBER ' I TYPE I• W 'AREA $Q. FT. ta 124" 1.34 r•H 130?' !u11th eau FUI.ulclr!j 1989 Inc. P.O. Box 1256. 1623 Cleveland Avenue,Si NtIoôoI CUy, CoI;forn92050.0344 Telie hone 110 A)AAQI IMQ1 .47A DATE' 3-17-93 PAGES (including cover page) FROM: Darlene L. Harrell )m San Diego 2gora1 Standard V TO: COA FAX: .& p - V fl UAk.1L C LIL A Ironvjs with .thappropriat pVer.aonnel ..t---bo th agencies Sa1i DiegCoi.nty and the City of Carlsbad have nt.t adopted trie Css 35 regulations for çi1ho1e fmes and cove, s, or the _- V. from "STORM DRAIN" in catch basin. Vcoyers LO "CITY OF CARLSBAD". Wethave made the catch bas in covera (1535 per MVY.th_ the - "CITY OF CARLSBAD! marking as you requested for this job. - The material supplied meets the specifications of ASTM 48, C1ass30, V a :ur t]• required, the attachedletter. Ifjou need any additional material1pleasecall asIwillbe i;he office all day today. I -I------ I 1623 Cleveland Avenue Notional City, Calif Orrila !iDuM Uaj FL1LIudr'J Telephone 6 1989 Inc — Fox (619) 471 Mar 19 1993 $Re; arack Avenue WidótiHg H. To wh m it may concern: ' We hereby certify that ou .sBF 1535, SBF 1310 and SF 1325 f manhó frames and covers u,red for the above referened job compl with the AmericariSOiety for Testing and Materials ASTM: 8, Standard SPeciff..ca'ions Class 30. Sincer ly, I t 11 TO AYFOUNDRL INC. - ',Jfl JO' Id I r Ik ir cover, asó$tandard Dt'iwingM.l 4 Detail 12 ribs U Hi .F PLAN FRAME & COVER 331/8" o 39 3/4"g 24 38 6/8" YA Ar DIJ L1 1/4" " 1 —36" 0 ,,'28 1/2" D—.4 1/4" chnrnfar j" F SECTION FRAME .& COVER JOTES 7 /18" 1/2" 11 inner Cover 155 lbs Outer Cover 300 lbs. Frame 330 lbs. Materiel: Cast Iron Machine soots to nrovent noise DETAIL 'FlIIet radii to be 1/2". Imported covers and frames ,hpll have 6t country of origin marking Lin compliance with federal regulations. [ivvisionIBy Approved Date SAN DIE Q.?4.Zma 'Note 5t r" .31 T r 1IIt - REGIONAL STANDARD DRAWING MANHOLE FRAME AND 3 CONCENTRIC COVERS HEAVY DUTY UCOMMINOIO IV THE IAN -311" .0 NEGIONAL CTANOACO$ C@MlITII 4'm/&á4a1-.i/ oftc. iq cci: 11107 DRAWING NUMBER IU-J Ihed surface .261/rd. 24 1l ' die.SW I 23 31t -. Z 5F'die. P1 'JHOLE COVER FRAME ST IRON WT. 175 LB. J 3/4', 1 finished surface tirn" 24" 1 DETAIL MANHOLE COVER \ST IRON WT. 155 LB. NOTES -.. ---1 Frame and covpr shall be cast •. FOR MARK Weights: Frame 175 IN. Sewer Projects Sewer Cover 155.Ibs. . IStorm Drain Projec Storm Drain 3; Imported covers and frames sh have the country of I Water Projects Water origin marking In compliance w fedarul regulations. Iii I RevIsioii1y Approved ' SAN DIE J Note 'W • i! 'IA" -___ EE - REGIONAL STANDARD DRAW AG NEOMMENDED IV THE AN gaua agIgeaL STANDARDS COMMITTEE 47 It,s, NHOLE FRAME AND COW R HEAVY DUTY LNU WING BER M-1 'U 19 flOR 10 819 - awn A {LflOS :OL 88-LL-E As ABS 3/4" 2'x 1" d 1/8" dae I" radlue lug slot both sides of rim pick hole met finished sines 5/8° H BOTTOM OF COVER - ... <Upon positior mark, 18" deep groove in both ;dos of rim end cover ;/5• ____ __________ -' \\ 22" die. clear opening (AGENCY) STORM DR41N • {- -.--- ' -"''-- Letters 1" high, no other L J -. inscription to appear'on TOP OF FRAME & COVI ' epued surface.. SECTIO\I THROUGH RIM t. . 23 5/8" outside die, of cover . :..:. " 22" die. claarponing . 21 3/4" i '. SECTION THROUGH FRAME & OVER . . ii4 ,318" tJLt 1- SECT104 THROUGH LUG r77- fame angle in Outline where rib joins rim Outline where rib join -s 3/8' '__...I LJ L_318 SECTIt IN THROUGH RIB Al MID RADIU NOTES 44o and cover shall be cost iron. Frma and cov for use in non-traffic area unl Wifghts: Freme 30 lbs Cover lODibs llTI'rtsd covers and frames shall have the c '.'ry of origin marking in compliance with federal regulitlot ....FOR ,• •.. MARK Sewer Projects Sower Storm Drain Proles Storm Drum Water Projects Water eacouveepso BY TKI'IIII DieGo REGIONAL SYANDAAUIJUUItTEE L"i&dh-ék. 'V's r c ioe8iciij - DRAWING cu - NUMBER SAN DIEGO RE( JNAL. STANDARD. DRAWING 24" MANHOI E FRAME AND COVER I 1HT DUTY I JifA I 7•fll • ,, . :. t - • 4_• - . . . •- . • •• *1% • •... . I ;j p Rl ------------------- 1.1/ • x -4- .•t,. -- . - El ft MATERIAL APPROVAL SUBMITrAL C.W. MCGRATH,. INC. .. 4DATE PROJECT # P.O. BOX 2488g. EL CfillOW CAUFORNIA 901 , 1993 3203 SUBMITTAL NO. _/ DNEW' DRESUBMITTAL ( PREVIOUS SUBMITTAL NO.________ - SPECIFICATION SECTION SUBMITTAL TITLE:C T. t 2ecA'tr 11• A. S/(APTS SUBCONTRACTOR/SUPPLIER: REVIEWED BY CONTRACTOR: JOBSITE . . OWNER TAMARACK AVE. WIDENING CITY OF CARLSBAD PROJECT #3203 -.- APPROVAL & COMMENT 49$z frC6'/J £J;27/ - S,'-t4 P7 CAT //4 -SI?Pf rt 7j,ego 5 12 ft -, 7f' ç 4i)6 12ivç, 13,f i a In Otte ..' . 577S ,c ' c 7 Et . h-..' . . . V: ' , 6197440478 MAR—CON PRODUCTS 782 P82 FEB 83 193 13:49 36 1 , 60" AND 72" I.D.REINFORCED CONCRETE MANHOLES CONCRETE SHALL BE COMPACTED BY VIBRATION IN MOLDS AT TIME OF MANUFACTURE TO ASSURE MAXIMUM DENSITY. REINFORCED 60" ID., MANHOLE WITH ECCENTRIC CONE NOTES: Mar-Con Products Precast Concrete Manhole is manufactured to meet or exceed ASTM 1.475 seciftcaticns. W Precast Concrete Manhole Shafts are available with or without steps. Where steps are re.qt*ed, steel rCirco!ced. potypro pylene plastic steps shall be used. Steps shell be pieced on IS' centers. Reinforcement Is placed on 4P centers in accordance with applicable standards. Vertical Wail InSide Number Unit QESCAIPTION Height Yrncknaes Dla. of Steps Weight REINFORCED 60" I.D. MANHOLE WITH 72" O.D. FLAT TOP NOTES: Mar-Con Products Precast Concrete Flat Tops are reinforced to support 1120 bridge loading. 6Jt' Precast concrete Manhole Shafts are available with or without steps. Where steps ore :equfed. steel reinforced. olyprc- ylene plastic steps shalt be used. Steps shall be placed on 15' centers. /Relnlo;cement is placed on a' centers in accordance with applicable standards. Vertical Wall Inside Number Unit DESCRIPTION Height Thickness Ola. of Steps Weight REINFORCED 72" I.D. MANHOLE WITH 86" O.D. FLAT TOP NOTES: Mar-Con Products Precast Concrete Flat Tops are reinforced to support H20 bridge inacing. 60 Precast concrete Manhole Shafts are available with or without steps. Where steps are caqu.red. Steel tCufll0tCeC. 1.01/Pro- pylene plastic steps shalt be used. Steps shall be placed on 15' centers. Reinforcement is placed on 4 centers in accoroance with applicable standards Vertical Wall Inside Number Unit DESCRIPTION Height Thickness via. of Steps Weight REINFORCED 36" I.D. MANHOLE WITH ECCENTRIC CONE NOTES: - I. Mar-Con Products Precast Concrete Manhole Shafts are available with or without steps. Where steps are reguired, steel reinforced, polypropylene plastic steps shalt be used. Steps shalt be cast in place on 15' centers. Installation of steps will be by casting in place to assure firm anchorage in manhole walls. Steel hoops of No.4 wits are cast In each concrete shaft and cone for safety in handling. Reinforcement is placed on 4' centers In accordance with applicable standards. Vertical Wail Inside Number Unit DESCRIPTION Height Thickness Die. of Steps Weight 1615 La Mirada Drive. San Marcos California 92069 . . MEMORANDUM TO: MARK BRAWTHEN, CITY OF CARLSBAD FROM: WAIN COOPER, LEEDSHILL-HERKENHOFF DATE: 29 JANUARY 1993 PROJECT: TAMARACK AVE. WIDENING, NO. 3203 Reference submittal from D. W. McGrath for "Shoring and Jac k i n g P i t , a n d T r e n c h Excavation". 013ased on the supplemental information, I have foundno'exceptio n s t o their submittal. This submittal is being returned and is marked "No Exceptio n T a k e n " , s u b j e c t to the statement shown hereon. N0 EXCEPTION TAKEN 0 MAKE CORRECTIONS NOTED ttREJECTED 0 REVISE AND RESUBMIT 0 SUBMIT SPECIFIED ITEM Corrections or comments made on the shop drawings during this review do not relieve contractor from compliance with requirements of the drawings and specifications. This check is only for review of general conformance with the design concept of the project and guneral compliance with the information given in the contract documents. The contrcclor is responsible for: confirming and corre- I3ting all quantities find dimensions; selecting fabrication processes and techniques 01 contructon; coordinating his viotk with that of all other trades: and perorming his work in a sate and satisfactory manner. LEEDSHLL - HERKENHOFF, INC. Date _ By UNDERGROUND SHORING SPECIALISTS H7UFACTURER'O TABULATED DATA r. ANt) SIIJ El..t) CERTiFICATION IlAXIMUIl ALLOWABLE DEPTH OF EXCAVATION O!IIA EQUIVALENT WEiGirr DEPTH DEPrl; Sol I., EFFECT (Surcharge) TYPE p.c.f./ft. feet feet A 25 22 19 45 12 11 C 60 9 8 C . 80 7 6 tim. Spreader length = 3' Mix. Spreader Length = 12' .'ElUAl IHJMBER MODEL 055 564 hEiGht ft. LENGTh! = 24 ft. TII1CFNESS 6 in. IIAXIHUII [.ArFPJL EARTH PRESSURE = lbs. per sq. ft. For cuts in excess of 20ft., a site specific plan prepared by a Professional Engineer must be on the job site in addition to the Tabulated Data. I I1STRUCTION AND LI ii ITAT1ONS nun shield is manufactured to meet the requirements of OSIIA CFR 29, PART 1926, Subpart P./Calif. occupational Safety and Health Standard Title 8, Chapter 4 (2A1,/O5hlA. This shield must be used in a manner consistent with safe workjyv procedures, Federal, State anl local regulations and manufacturer's instructions. GENERAL A "CorirETEtir PERSON" trained and experienced in the proper use of trench shields, safeexcavation practices and soil classification methods must direct and control the use of this trench shield. Soils class ificaticu must be In compliance with Appendix A In CFR. 2 , Part 192'S of Subpart P ExcavatIon or CAL./OSIIA Standard Title 8, Chapter 4 CAl./OSiI?. lateral e-irth pressures shall comply with charts outlined in tabulated data fr soil types A, B, C-60 and C-Ba. Contractors must assign a "COMFETEIIT PEP.SOh1", knowledgeable and capable of complying with all state and federal regulations, and local laws and ordinances. 110FF: for copies of applicable federal or state laws contact: Dept. of Labor, Occupational Safety and Health Division. This manufacturers tabulated data applies to standard products manufactured excJusieiy by Underground Shoring Specialists. This data complies with the requirements of federal OSIIA CFR. 29, Part 1926, Subpart P Excavations/CAL,/OSIIA Standard Title 8, Chapter 4. Information not found in this data shall he referenced by obtaining copies of the applicable Federal or State laws governin excavation. Modifications of this product shall he in writing and shall accompany this tabulated data sheet. Any modification not specifically allowed by Underground Shoring Specialists voids this data. ASSEMBLY A. Shields shall be inspected by a competent person before assembly. U. All damage shall be evaluated and repairs made under the direction of a registered professional engineer. All missing or damaged components shall te replaced with genuine Underground Shoring Specialists parts. C. All lifting and pull lug equipment. (including cables, slings, chains .chnct:]csand safety hocks) used to handle shields or components shall he evaluated for lifting capacity, and Inspected for damage or defects prior to use by c'xperionced operators. I'. Tag ]Dies. or other approved safety devices shall be utilized to employees away from loads handled by lifting equipment. F.. All spreaders, arched spreaders, pins with keepers and accessories shall be in place before using this shield. F. All spreaders shall be pinned at: each curl with cne or two 1.5 in. diameter mIol p1 us fiurni stied by Underground Shoring Special ists. 2861 EAST CORONADO . ANAHEU.. cAL,FoR::I 21;C • (714) 632.2S1 FAX (714) 63228 AJ UNDERGROUND SHORING SPECIALISTS HMIUFACTURER'Ø T7tBUL.7ITED DTtT7t Alit) SHIELD CERTiFICATIOII MAXIMUM ALLOWABLE DEPTH OF EXCAVATION OSIIA EQUIVALENT WEIGHT DEPT11 DEPTH SOIL EFFECT (Surcharge) TYrE p.c.f./ft. feet feet A 25 23 21 13 45 13 11 C 60 9½ 8½ C 80 7 6 tim. Spreader length = 3' Ham. Spreader Length = 12' SERIAL tlUtIDER 879 MODEL USS 597 tiEJCIrr = 6 ft. LENGTh; = 24 ft. TIIICKtIESS 6 IIAXIII(JII LATER/U, EARTH PRESSURE = 597 lbs. per sq. ft. For cuts in excess of 20f1:., a site specific plan prepared by a Professional Engineer must be on the job site In addition to the Tabulated Data. I INSTRUCTION AND LIMITATIONS This shield is manufactured to meet the requirements of OSIIA CFR 29., RAPT 1926, Subpart P./Calif. Occupational Safety and Health Standard Title 8, Chapter 4 CAL/OStIA. This shield must be used in a manner consistent with safe working procedures, Federal, State and local regulations and manufacturer's instructions. GE li ERA I, A "COlII'ETEIIT PERSON" trained and experienced in the prcper use of trench shields, safe excavation practices and soil classification methods must direct and control the use of this trench shield. Soils classification rust he In compliance with Appendix A in CFR. 2 , Part 125 of Subpart P Excavat1or or CAI../OSIIA Standard Title B, Chapter 4 CAI./OSIIA. Lateral earth pressures shall comply with charts outlined in tabulated data for soil types A, B, C-60 and C-SO. Contractors must assign a "COMPETENT rEnsotw, knowledgeable and capable of complying with all state and federal regulations, and local laws and ordinances. NoTE: for copies of applicable federal or state laws contacts Dept. of Labor, Occupational Safety and Health Division. This manufacturers tabulated data applies to standard products manufactured exclusively by Underground Shoring Specialists. This data complies with the requirements of federal OSIIA CFR. 29, Part 1926, Subpart P Excavations/CAL/OSIIA Standard Title 8, Chapter 4. Information not found in this data shall he referenced by obtaining copies of the applicable Federal or State laws governing excavation. thou If Ica t Ions of this product shia Ii he in wri ting and shall accompany this tabulated data sheet. Any modificatlo,, not specifically allowed by Underground Shoring Specialists voids this data. ASS EIIIL,X A. Shields shall he Inspected by a competent person before assembly. All damage shall be evaluated and repairs made under the direction of a rogir.teed professional engineer. All missing or damaged components shall be replaced with genuine Underground Shoring Specialists parts. C. All lifting and pull I ng eqil pment, (I nd ud I ng cables, si Ings, chains shackles and safety hooks) used to handle shields or components shall be ealiiated for lifting capacity, and Inspected for damage or defects prior to use by experienced operators. U. Tag lines or other approved safety devices shall be utilized to keep employees away from loads handled by lifting equipment. All spreaders, arched spreaders, pins w1th keepers and accessories shall be in place before using this shield. I. F All spreaders 1 be pinned at each end with one or two 1.5 In. diameter steel pins Iii ml shed by Underground Shoring Epnciallsts. 281 EAST COROtADO • A1:AHEIt'. CAL!FORNIA 2 • 17141 632.281 FAX (7J f7.2 1 1 UNDERGROUND SHORING SPECIALISTS I MANUFACTURER'S TABULATED DATA ____ • AltO SIIIEIA) CEfllIFICATlOtl fIAXIIIUII ALLOWABLE DEPTII OF EXCAVATION oihi EO.UIVAI.EIIT WEIGHT DEPTII DEPTh son, EFFECT (Surcharge) TYPE p.c.f./ft. feet feet 25 22 19 45 12 11 C 60 9 8 C 80 7 6 tim. Spreader length = 3' hiax. Spreader Length = 12' SERIAL tIUhIBER tIODEL USS 564 hEIGhT = 8 ft. LEHGTII = 24 ft. TIhICKhIESS In. I•lAXIt•IWI LATERAL EARTII PRESSURE = lbs. per sq. ft. For cuts in excess of 20ft., a site specific plan prepared by a Professional Engineer must be on the job site in addition to the Tabulated Data. IHSTRUCTIOtt AIM LIMITATIONS 'I'lils shield is manufactured to meet the requirements of OSIIA CFR 29, PART 1926, Subpart P./Calif. Occupational Safety and Health Standard Title 8, Chapter 4 CAL/OSIIA......his shield must be used in a manner consistent with safe workin procedures,. Federal, State and local regulations and manufacturer's instructions. GENERAL A "COMPETENT PERSON" trained and experienced in the proper use of trench hhlds, safe excavation practices and soil classification methods must direct and control the use of this trench shield. Soils classification must be in compliance with Appendix A In CFR. 2 , l'art of Subpart P Excavation or CM./OS117 Standard Title 8, Chapter 4 CAT./OShIA. h.ateral earth pressures shaJ.l comply with charts outlined In tabulated data for soil.types A. B, C-60 and C-80. Contractors must assign a "COMPETENT PERSON", knowledgeable and capable of complying with all state and federal regulations, and local laws and ordinances. DOTE: for copies of applicable federal or state laws contact: Dept. of Labor, Occupational Safety and Health Division. This manufacturers tabulated data applies to standard products manufactured. exclusively by Underground Shoring Specialists. This data complies with the requirements of federal OSHA CFR. 29, Part 1926, Subpart P Excavatlons/CAt,/OSIIA Staiiclard Title 8, Chapter 4. Information not found in this data shall be referenced by obtaining copies of the applicable Federal or State laws governing excavation. Modifications of this product shall he In writing and shall accompany this tabulated data sheet. Any modification not specifically allowed by Underground Shoring Specialists voids this data. ASSEMBLY Shields shall be inspected by a competent person before assembly. All damage shall be evaluated and repairs made under the direction of a registered professional engineer. All missing or damaged components shall be replaced with genuine Underground Shoring Specialists parts. All lifting and pulling equipment, (including cables, slings, chains slmckles and safety hooks) used to handle shields or components shall be evaluated for lifting capacity, and inspected for damage or defects prior to use by experienced operators. P. Tag lines or other approved safety devices shall be utilized to keer employees away from loads handled by lifting equipment. All spreaders, arched spreaders, pins with keepers and accessories shall he In place hfore using this shield. All spreaders shall be pinned at each end with one or two 1.5 in. diareter steel pins fi,rni shed by Underground Shoring Special ists. - 2861 EAST CORONADO • ANAHEhI& CALIFORNIA 92836 • (714) 632.2851 FAX (714) 632.2E1 rRENC SIA MAIN OFFICE P.O. Box 710247 Santee, CA 92072-0247 (619) 442-4401 FAX: (619) 442.3572 NORTH COUNTY San Marcos, CA 92069 (619) 744-8250 DRING SERVICE IN.0 EL CAJON: 442-4401 TRENCH BOXES AND SHIELD RENTAL RATES DIMENSIONS WALL SIZE PPF RATING ' WEEKLY 4' X 12' 3" 487 . 200.00 8' X 12' . 487 450.00 4' X 16' 714 225.00 8' X 16' 4" 521 450.00 4' X 20' 4" 639 300.00 8' X 20' 4" 639 500.00 4' X.24' 6" 509 300.00 6' X 24' 6" 509 500.00 8' X 24' 6" 509 550.00 MAN HOLE-SHIELDS—SQUARE 8' X 8' x 4' 3" 600 225.00 8' X 8' X 8' 3" . .. 600 . 350.00 WEIGHT 2700 5000 3700 7000 4550 9000 6540 10400 15000 4800 6500 MOVE IN AND MOVE OUT CHARGE .........$ 50.00 PER HOUR 6/89 25/15 RENTAL, SALES AND SERVICE OF ALUMINUM HYDRAULIC SHORING/TRENCH BOXES/STEEL PLATES 1*5/10 IViMIN L'rrlLt. P.O.-Box 7102; Santee. CA 97072•O2.v '6'.• •.::) ( NORTH COUN1 San MuCo. A (619) 744.8250 EL CAJON: 442-4401. SAN MARCOS: 744-8250 RIVERSIDE: (714)698-4024 STEEL PLATES SIZE DAILY, RATE WEIGHT 4' X 8' - 2.00 1307 .. X 10' 2.50 .1634::• X 8' 2.50 1634/:..y.: 5' X 10' 3.00 2042: 5' X 15' 4.50 6' X 8' 3.00 . . 19601 6' X 10' . 3.50 .. 2450.; 8' X 10' 5.50 .. 3267 8' X 1.2' 6.00 3921. 8' X 16' . 8.00 . •5228.. 8' X 20' 10.00 6536 *DELIVERY RATE IS $44.00 PER HOUR FIGURED TO THE NEAREST ¼ HOUR. *ONE DAY'S PLATE RENTAL WILL BE CHARGED FOR LOADING AND UNLOADING ON YOUR TRUCK IN OUR YARD. . 6/8 25/1 RENTAL, SALES AND SERVICE OF ALUMINUM HYDRAULIC SHORING/TRENCH BOXES/STEELPLATES 5/1 N G S TRENCH WIDTH 17" TO 27" 22" TO 36" 31" TO 45" 40" TO 54" 49" TO 63" 58" TO .12- 21 TO 3' 4' TO6' 6' TO 8' - 8' TO 10' 10' TO 12' I r.u. t5ox (1U4( Santee, CA 92072.0247 .: . (619) 442.4401 FAX: (619) 442.3572 CRING SERVICE INC San NORTH COUNTY Marcos, c; . (619) 7444250 ... EL CAJON: 44-4401 SAN MARCOS: 744-8250 ... . RIVERSIDE (714)698-4024 TRENCH SHORING RENTAL RATES PER DAY RAIL LENGTHS . UNDER 31 DAYS 3½', 5, 7'- 3h' , 5, 71 2.75 3¼', 5',7' 3.30 .....::. 3½', 51 , 7' . 3.85 5', 7' 4.40 .•1 . 5', 7' .4.40 .... 2' . ' . 2.20.. 2' ' :2.75...: .• 2' . 3,30:... 2' . . 4.40 2 1 3 .:: . 50. • V. '.'i ANY ITEMS USED OVER 31 DAYS LESS 25% MINIMUM CHARGE . . . . . . . . . .$55.00 PUMPS . . . . . .. . . . . . . . .$ 2.00 PER DAY TOOLS ......• • • • • • • • . .$ .50 PER DAY .DELIVERY OR PICK UP . . . . . . . . . NO CHARGE FOR FURTHER INFORMATION ON PRICES PLEASE CALL: EL CAJON: 442-4401 SAN MARCOS: 744-8250 RIVERSIDE: (714) 698-4024 6/89 25/15 PFJTII CAI FS AWl') QFRIIrF..flF Al lJU'"M HVfl6lIl I( cHORPNfl/TPFNCH ROXFS/STFFL PI.ATES 1. .2 TRENC SHi r •- .'• :•':. MAIN OFFICE P.O. Box 710247 Santee, CA 92072-0247 (619) 442.4401 DRING SERVICE IN.0 FAX: (619) 442.3572 NORTH COUNTY San Marcos, CA 92069 (619) 744-8250 I / 1 — Width Range Numb., Without Extensions of Cross- Model Shut Biace Numb., Minimum Maximum Length Cylinders Width Rang. Number Without Eatension, of Cr0... Model Strut Bac. Numb., Minimum Maximum Length Cylinder. 1727-7 17" 27" 7' 2 1727-5 17" 27" 5' 2 2236-7 22" 36" 2236-5 22" 36" 2542-725"42" 2542-525"42" 4064-540"64" 4064-740"64" 0 Model Number Width Range Without Extensions Minimum Mai.rnum Numb., of Cross. Strut Brace Length Cylinders 1727-3.5 17" 27" 3Va' 2 2236-3.5 22" 36" 2542-3.5 25" 42" 4064-3.5 40". 64" Width Rang. Number Without Extensions of Cross Model Strut Disc. Number Minimum Maximum Length Cylinders 2236-12 22" 36" 12' 3 2542-12 25" 42" H Width Range Numb., Without Catouisens ci Cross.Model Strut Disci Number Minimum Maximum Length Cylinders 1727-217"27"2'1 2236-2 22" 36" 2542-225"42" 4064-240"64" 5288-252".88" Standard with oversleeve Tren-Shore Extension System PART NO.SIZEPART NO.SIZEPARTNO.SIZE 563909 9" 563927 27" 563945 45" 563918 18" 563936 36" 563954 54" 4064-1240"64" 1 son All models may have width extended by using. Tren-Shore's patented extension system. Extensions are added or removed in 5 minutes using only pliers. An oversleeve must be used with extensions of 27", 36", 4511, 54". See accessory sheet for part number. An adaptor p563900 must be used with each extension. See Page 3 for photo and instructions. Struts are 8" wide with i'/a" rib height. Cross-braces have 2½" diameter cylinder with 1%" piston rod. RENTAL, SALES AND SERVICE OF ALUMINUM HYDRAULIC SHORING/TRENCH BOXES/STEEL PLATES 5800 HARPER ROAD. SOLON, OHIO 44139 PHONE: 216-248-2600. FAX: 216-248-1915 / 9293 (REFERENCE 1641) MANUFACTURER'S '. TABULA"-'11.ED DATA for TREN '. SH ORE® (ALUMINUM HYDRAULIC VERTICAL SHORING) Revised August 15, 1992 (Supersedes previous data) © 1992 Allied Printed in U.S.A. REF. 1646 i1 TABLE OF CONTENTS (REFERENCE 1641) 1.0 Statement of Scope .......................Page 1 2.0 Planning & Preparation .........Pg. 1, 2, & 3 3.0 Definitions (OSHA) ............................Page 3 TABLES: Table 1—A, Type Soil .......................Page 4 Table 1-13, Type Soil ........................Page 4 Table 1—C, Free Standing "C" Soil Page 5 Typical Installation Figures, (1-4) ........Page 6 13 * © 1992 Allied Printed in U.S.A. - REF. 1641 ILL/ED 5800 Harper Road. Solon, Ohio 44139 USA Telephone: (216) 248-2600 TeleFax (216) 248-1915/9293 ALLIED .OUTLINE OF MANUFACTURER'S TABULATED DATA TWO INCH ALUMINUM HYDRAULIC VERTICAL SHORING (TREN-SHORE) 1.0 Statement of Scope: This package of information comprises Allied's manufactured tabulated data based on federal regulations, 29 CFR PART 1926 OSHA Subpart P - Excavations. Allied, aluminum hydraulic vertical shoring, Tren-Shore, is provided as a method of protection against trench cave-ins in trenches of designated depths in specified soil conditions. 1.1 The information contained within this package shall be used by the designated "competent" person, and "qualified" person where applicable. It is important *to refer to these tables during job planning and preparation, and during installation. 1.2 A copy of this data shall be at each job site where Allied Tren-Shores are being used. This is required by OSHA. 1.3 This information is to be used precisely as stated utilizing products manufactured only by Allied. Any deviation from this data, unless covered by OSHA regulations, could result in non- compliance, injury or death. 1.4 This tabulated data supersedes that which has been previous released by Allied and takes precedence over those subjects which are conflicting with 29 CFR Part 1926. Any topics not :overed by this tabulated data shall be governed by OSHA regulations. 1.5 Prior to using the tables within, the competent person shall have a thorough knowledge of the sections and appendices of 29 CFR Part 1926, Subpart P, particularly Appendices A, D, and F. No protective system is appropriate for all applications, thus a knowledge of alternatives is suggested. To obtain a copy of OSHA's federal regulations contact Allied or the nearest OSHA office. Some States may have adopted additional regulations which go beyond the federal regulations. Contact your State office to insure you are in compliance with all regulations. 1.6 For conditions other than those covered by this tabulated data or OSHA's regulations, an engineered system, designed for the application, is required. Contact a local state registered professional engineer for design and certification. 2.0 Planning and Preparation: 2.1 In order -to use the data tabulated in this packet, the soil type or types present at an excavation site must first be determined using the soil classification methods set forth in Appendix A of Subpart P. Page lof 6 2.2 Free standing "C" soil determination shall be conducted by a "qualified" person. The "competent" person should assist with this determination. The competent person shall continually monitor the trench for signs of deterioration. 2.3 If deterioration is evident all personnel shall vacate the trench. The "qualified" person shall determine the corrective action necessary to insure safe working conditions. This may require an alternative method of protection appropriate for the deteriorated conditions. 2.4 Special attention shall be given to the sheeting during this monitoring process. If any deformation occurs, such as bowing or bulging, all personnel shall vacate the trench and the situation corrected, as stated above, prior to resuming work. 2.5 Trench faces shall be vertical. The uprights shall bear against a firm, straight surface. This is required to insure cylinder pressure is distributed to the soil. 2.6 Vertical loads shall not be applied to cross braces. 2.7 Sheeting shall be of an OSHA approved plywood: 1.125 in. thick softwood (ie. CDX), or 0.75 inch thick, 14 ply, arctic white birch ("Finn Form" or "Finnish Form" (1)). 2.8 Sheeting other than that specified, ie. steel plate, must be certified by the manufacturer / supplier of the material to insure strengthof the sheeting is equivalent to or exceeds the strength of the plywood specified. Sheeting shall be positioned to the bottom of the trench if the sheeting is too heavy to install by hand. This will eliminate the chance of slippage if sheeting were suspended up from the trench floor. 2.9 Sheeting shall be used for free standing "C" soil applications as described Li table 1-C. Sheeting should be used in Type "A" and "B" soils where spalling or sloughing occurs. 2.10 Usage of sheeting will only prevent the soil from spalling onto working surfaces and provides for a flat surface which the vertical shores can bear against. Sheeting is not intended as a structural support. Back-filling behind sheeting may be required, especially up near the grade line. A contoured trench face can cause rail bending if excessive. Be careful not to flex the sheeting while back-filling. 2.11 Only two shores are required within a trench provided the length of the trench does not exceed the maximum horizontal spacing appropriate for the soil type and trench depth. Refer to the tables. Where only two shores are used or when work is being performed near the end of a trench the ends shall be '. sloped or shored appropriately. (1]: Plywood & Door Manufacturers Corp. Page 2 of 6 2.12 Keep the trench free of water. Divert.surface water away from the trench. Remember even after water has been pumped out of a trench the soil subjected to the water may be damp. Damp soil, especially at the bottom of a trench shall be monitored closely for signs of instability. Do not use vertical shores in saturated soil applications. Refer to alternative systems. 3.0 Definitions as stated by OSHA in 29 CFR Part 1926: 3.1 "Competent person means one who is capable of identifying existing and predictable hazards in the surroundings, or working conditions which are unsanitary, hazardous, or dangerous to employees, and who has authorization to take prompt corrective measures to eliminate them." 3.2 "Cross braces mean the horizontal members of a shoring system installed perpendicular to the sides of the excavatiàn, the ends of which bear against either uprights or wales." ie: hydraulic cylinders 3.3 "Faces or sides means the vertical or inclined earth surfaces formed as a result of excavation work." 3.4 "Qualified" means one who, by possession of a recognized degree,, certificate, or professional standing, or who by extensive knowledge, training, and experience, has successfully demonstrated his ability to solve or resolve problems relating to the subject matter, the work, or the project." 3.5 "Shall means mandatory." 3.6. "Sheeting means the members of a shoring system that retain the earth in position and in turn are supported by other members of. the shoring system." 3.7 "Should means recommended." 3.8 "Shoring means a structure such as a metal hydraulic, mechanical or timber shoring system that supports the sides of an excavation and which is designed to prevent cave-ins." 3.9 "Uprights means the vertical members of a trench shoring system placed in contact with the earth and usually positioned so that individual members are closely spaced, in contact with or interconnecting to each other, are often called "sheeting." For installation procedures refer to the Operation, Installation, :Service and Safety Manual. All personnel involved with the installation process shall be knowledgeable and practiced in the proper usage of Allied's vertical shoring. Contact the factory regarding any of the subjects covered in this issue. Page 3 of 6 TABLE 1-A, TYPE "A" SOIL (Equivalent weight effect of 25 psf per foot of depth) CROSS BRACE: (Note 1) TRENCH WIDTH (FEET) TRENCH SHEETING DEPTH UP TO 10 rr 10 TO 12 FT. (FEET) See 2.7 and 2.8 on p9.2 MAXIMUM SPACING MAXIMUM SPACING HORIZONTAL VERTICAL HORIZONTAL VERTICAL OTO1O 8 8 Note 2 10 TO 15 8 8 4 4 & Note 3 15 TO 20 7.5 6 *20T025 6 5 Type "A" soil, os described by OSHA, "... means cohesive soil with on unconfined compressive strength of 1.5 ions per, square foot (tsf) (144kPo) or greater." Refer to 29 C F R P o r t 1 9 2 6 Subpart P for complete soil description to include cohesive s o i l e x a m p l e s a n d e x t e r n a l f a c t o r s which may cause a Type "A" soil to be classified as a les s s t a b l e s o i l t y p e . (*): Heavy or Extra Heavy Duty Shores shall be used at these d e p t h s . TABLE 1-13, TYPE "B" SOIL (Equivalent weight effect of 45 psi per foot of depth) CROSS BRACE: (Note 1) TRENCH DEPTH TRENCH WIDTH (FEET) SHEETING UP TO 10 FT. 10 TO 12 FT. (FEET) MAXIMUM SPACING MAXIMUM SPACING See 2.7 and 2.6 on pg.2 HORIZONTAL VERTICAL' HORIZONTAL VERTICAL 0 TO 10 8 4 7 4 Note 2 & Note 3 101015 6 5 * 15T020 5 4 Type "B" soil, as described by OSHA, "... means cohesive soil with an unconfined compressive strength greater than 0.5 tsf (48 kPa) but less than 1.5 tsf ( 1 4 4 k P o ) . " R e f e r t o 2 9 C F R Part 1926, Subpart P for complete soil description to include c o h e s i o n l e s s s o i l s t h a t w o u l d b e classified as Type "8" soil and other contributing factors w h i c h w o u l d d e s i g n a t e a p a r t i c u l a r soil as Type "8". Heavy or Extra Heavy Duty Shores shall be used at these depths. (Notes for these tables are found on Page 5 of 6.) REF. 1641 Page 4 of 6 TABLE 1-C FREE STANDING "C" SOIL * per,Y)FAIMI'ma CROSS BRACE: (Note 1) TRENCH WIDTH (FEET) TRENCH SHEETING . bEPTH UP TO 10 Fr. 10 TO 12 Fr. (FEET) See 2.7 and 2.8 on pg.2 MAXIMUM SPACING MAXIMUM SPACING HORIZONTAL VERTICAL HORIZONTAL VERTICAL 0 TO 10 4. Notes: 4,5,6,&7 10 TO 15 Free Standing "C" soil is a moist dense sand or moist cohesive soil which is not fluid nor submerged. Free Standing "C" also includes soil, which would be classified as Type "B" but is subjected to external factors which cause the soil to be classified as a less stable soil type. This includes soils with an unconfined compressive strength of 0.5 1sf (48 kPo) or better that have been subjected to moisture from thawing or light rain but where the trench has been completely pumped free of collected water and there is no sign of deterioration. The "qualified" person shall re—evaluate the soil condition and strength to insure the installed protective system is opproprate and sufficient. Once excavated, the trench walls shall be "free standing", unsupported for at least the time it takes to properly install the entire shoring system. The integrity of the trench must be insured, through continuous observation. Refer to Table 1 —C for specific depths and spacings. (*): Heavy or Extra Heavy Duty Shores shall be used for this application. NOTES: Two inch inside diameter cylinder(s) with standard extensions and oversleeves as required. Sheeting 'is required if spoiling or sloughing is evident. See 2.8 on page 2 if sheeting other than approved plywood is desired. Plywood sheeting may be positioned two feet from the trench bottom in this soil type. Solid sheeting required, no gaps between sheeting. Sheeting shall extend to the bottom of the trench. The bottom cross brace of the shore shall . be three feet maximum from the bottom of the trench. The rail of the shore shall extend to one foot maximum from the bottom of the trench. ST ABLE HAI G ox REF. 1641 Page 5 of 6 - VERTICAL RAIL VERTICAL A SPACINGk4 4 MAX. 2 MAX CROSS BRACE SOIL TYPE A & •B• TYPICAL INSTALLATION Spoiling and sloughing evident. See tables 1—A and I—B. FIGURE NO. I tolloqjA affi P0 facing 51' (without plywood) .. ONTA 9T024' VERTICAL PAIL VERTICAL SPACING CROSS BRACE SOIL TYPE A'&T MAX. . . TYPICAL INSTALLATION 4 Spoiling or sloughing not evident. -•, :' See fables 1—A and 1-9. 2 MAX 0) -. FIGURE NO. 3 1iA — Tren—Shore 17i Stocking / Off—set Method (with pywood) - SrTO 24 PLYWOOD SHEETING VERTICAL \- VERTICAL RAIL SPACING FIGURE NO. 2 NG Tren—Shore Spot Bracing (wi(h plywood) L PLYWOOD 9 TO 24 SHEETING 3WiMo FIGURE 4 Tron —Shore Spot Bracing (sheeting manditory) '— SHEETING CLOSED TIGHT 9 TO 24 PYL WOOD SHEETING VERTICAL RAIL VERTICAL SPACING 3 MAX It CROSS BRACE. FREE STANDING 'C' SOILS I I- TYPICAL INSTALLATION See table I—C VERTIcAL' -u SPACING. a -'2 0. 4MAX T ItAX CROSS BRACE SOIL TYPE A & •6• TYPICAL INSTALLATION Spoiling and Sloughing evident. Sc. tables 1-A cnd I—B 619-434-8320 CW MCGRATH HAER STEEL COMPANY P.O. OX 000001 SAN DIOOI CAUPORNIA 02150 LU+4O11(I1*) 2014515 FAX (610) 281445$ 022 P06 JAN 0*ITLEMEN W2 1111RIBBY CERTZFY THAT TIIB RBXNFOICXNQ $TEL TO BZ FURNXSNBD BY HAFER STSIM CO,- CONFORMS TO THE APPROPRIATE 3PEOXFZcATON SECTION FOR THIS PROJECT AND TO ASTM M1b-81. WE FURTN2% CRflfl THAT An WELD40 WIRE rABAZO SUPPLIED WaZo CONFORM TO ASTN -185 AND THAT ALL PROCESS99 FOR TEE ABOVE STZL OCCURRED IN THE UNITED 48 $ ZNC) EL'1 is IIAPZR STOOL COIIZ'AN'l At PLANT LOCION: . . 5016 MI880N 40R0E ROAD * AN Jan.2E '93 15:37 .J. Lt DAli I DSON SANTEE FAX 562-8453 P. "A COMPANY INC. LIC. 280142 .4EIjT.jj,'jQATX OF C!0MtIJANci DATE; January 29, i93 TO: .W. 4c:Gath P.O. Box 2588 i Cajuii, CA 92020 RE: Tamarsek Avenue Widening arlebnd, (/ To Whom it My (oncerfl: - All rei iiorc: rig bars, except: column spi ra.l s, shall be deformed as defined in ASTM - specifi iLion;i. 4.1. .1 re ir orc i ng bars, unless noted on the structural drawings, shall be Grade 60 as defined iii the uner.ic:an Society for Testing arid Materials - Specifications for Steel Bars for ConcretE Reinforcement (46159 4616, A617, or AIDS). pira.1 i •inforcing steel shall b fabri cated from cold drawn wire (AS'FM AF2 ) or hot. rolled 'f . plain Or deformed hers conforming to ASTM 4615, Grade 60 or ASTM A706 A copy f ml I test on e ac. h heat: of reinforcing steel deli vered showing physical and o Iiernica ' ana] 4 s shall be pov dd , upon i equkI , at time of hi pmenl Metal rc iufor:cment at the tim concrete is placed shai.1 be free from mud, oil., or other nonmet;al Ic coatings that adversely affect bonding c:apac i t.y. Metal rei nfc i'eement, except. prestrc:i ng st.eel, with rust., mill. scale, or a combination of both shall be considered as satisfac.;ory provided the mini mino d imeusi.ons, including height of deformations and weightLr. of a hen I wire brushed, test wpeimeri, are not less than the applicable ASTM speoificatior* requ irei - Vny Tru y Yours, • . s& ,.• ; J. L. Dail drion c:onhl)any,'. Inc. .., cc ffl . . OFFICE 8641 NORTH MAGNOLIA AVENUE • SANTEE, CALIFORNIA 92071 . MAILING ADDRESS; P.O. BOX 719000 9 SANTEE. CALIFORNIA 92072-9000 4$. 4$ Iwruu% I. UV 3 MATERIAL APPROVAL SUBMITTAL C.W. MCGRATH, INC. DATE PROJECT # P.O. BOX 2488 EL CAJON, CALIFORNIA 92021 j—jz-- 3 3203 SUBMITTAL NO. /Z i?-.f DNEW DRESUBMITTAL PREVIOUS SUBMITTAL NO; SPECIFICATION SECTION: SECTION:_________ SUBMITTAL TITLE: 7-7//S IS A S c1/ 'f-sfrEAIi 7 IVO. 12. SUBCONTRACTOR/SUPPLIER: Sum2, ,&AD1.' /111X REVIEWED BY CONTRACTOR: . JOBSITE . OWNER TAMARACK AVE. WIDENING CITY OF CARLSBAD PROJECT #3203 APPROVAL& COMMENT i* swci- sc'ii,ii, nii va /2 84cg4ç oe O,,#A/ kØ$ 77j47 2 ?'e#v'7'A) Ct. ,ØFiX 41441 /H 4é 7b awe. bX,Wç a11z /AJOAi( ,4(g ,4j LLJ! (oivy ? . a - C -i -o ,*',xs 014a r 14 ,4 ,4w6- /c74fF oF "# 4cçRFc'7 -' 4ilX1 iv,v/cV1 £t/6 /CF. A fii('/IGL (2L/,4A7/9 oF Ciir flE/Z 3 trv/ ml). /// 41,40 M473?, fb, 314r77 4'j71/ 94//ia/cee'7 /2.,47-7.9 .4#v' Sz-&^VO AS WiT U/çw7 (pcFJ WAS' D i14L"- ,vvx /f:4/) .4 Th84tc44S I,W /J v-4414,cI%. AAV'J *I1&P I LW SUPERIOR READY MIX CONCRETE, INC. 1508 WEST MISSION ROAD ESCONDIDO, CA 92029 (619) 745-0556 NAME: C.W. McGrath DATE: 12/28/92 Fax # 434-8320 JOB AND LOCATION: Tamarack Avenue, Carlsbad In order to assist you in your planning we are -pleased to quote you ready mix concrete prices that are good through December 31, 1993. PSI SACK CONTENT PRICE PER YD 2500 5.53 (520-C-2500) 3250 5.96 (560-C-3250) 1.0 sand (CS-1) 2.0 3/8" (138-2) 3.5 3/8" (138-35) High Early may be added to 560-C-3250 @ 16 oz/cwt, *Prices do not reflect sales tax. CEMENT DIFFERENTIAL: For mixes varying from 5.0 sacks per cubic yard, add at the rate of per sack. MINIMUM LOADS: 8-cubic-yards. An extra charge will be made for loads of less than •8 cubic yards. STANDING TIMEt Prices are based on 4 minutes per cu. yd. standing and/or unloading time on the job fort each truck. Time in excess of 4 minutes per cu. yd.. will be charged for at the rate of $0.70 per minute. Time computed from time of arrival at the job. ft DISCOUNTS: $0.50 per cu. yd. 10th prox. on concrete only. SPECIAL PROVISIONS: All deliveries will be made during normal 40 hour work week, Monday through Friday inclusive. For deliveries at other than stated above, an additional charge will be made. This proposal is subject to acceptance by the buyer within 30 days from date hereof after which time it will be of no force or effect except at the option of the seller. WA Accepted: . Superior eady Mix Concrete, L.P. 0ja . By:____________ SUPERIOR READY MIX CONCRETE L.P. 1508 MISSION RD., ESCONDIDO, CA 92029 619-745-0556 5553-,[ 2500 PSI CONCRETE MIX DESIGN 1 12/28/92 CONTRACTOR : C.W. MC GRATH PROJECT : TAMARACK AVENUE, CARLSBAD SOURCE OF CONCRETE : SUPERIOR READY MIX CONCRETE, L.P. CONSTRUCTION TYPE : VARIOUS PLACEMENT : TRUCK PLACE WEIGHTS PER CUBIC YARD MITSUBISHI TYPE II CEMENT,..LB SUPERIOR BL.-CONC. SAND, LB SUPERIOR 1".ROCK9 LB SUPERIOR 3/8" ROCK, LB WATER, .LB (GAL-US) AIR ENTRAINMENT, WATER/CEMENT RATIO, LBS/LB SLUMP, IN CONCRETE UNIT WEIGHT, PCF (SATURATED, SURFACE-DRY) YIELD, CU FT 520 2.65 1374 .8.37 1522 9.31 151 0.92 325 ( 38.9) 5.21 2.0 +/-.1.0 0.54 TOTAL 27.00 0.63 .4.00 144.2 COMBINED AGGREGATE GRADIONG CONFORMS TO GRADING "C" STANDARD -14 SPECIFICATIONS FOR PUBLIC WORKS. PREPARED BY 4i SUPERI9R EADY MIX CONCRETE, L.P. 520-C-25009 MIX #55539 SUPERIOR READY MIX CONCRETE In W 0 R K A B I L I T Y MIX ANALYSIS MIX VOLUME, CU FT 27.00 COARSENESS (Q / (Q + I)) 61.7 WORKABILITY 37.9 W — ADJUST 36.7 PERCENT MORTAR 57.2 TOTAL FINENESS MODULUS 5.17 A I I S S .* I ___ --------- I_ S ---------S --------- I I S I S I S S S S I S I I I S I S S S I I I I I S S $ S S AA I I I ---------I ____ -- -- _I __S S S S I -----I S I I S I S I S S S I I S S I S I S S s O i ........I S S X ', S ....sss..ss..I , S ---------S ---------I ---------S_ ........e......S u 5 S $ $ ..................S S I S ........... S S S S ••••SSSSSS•S•• I S I ........... S I I I S S I S S ....e...... S I S I I )n S ---------S_ .....s.si.s_....._S ---------I --------- 25 I S I S S .........•• I 'I I S .......... S $ S S 5 5 S I S.......... S S S I 9c I.....____S ---------S ---------I ---------I ---------I &.0 ISS••• I S I S I x-TOTAL MIX : o — AGGREGATES *BOTH S I S 40 I ---------I -----I__ — S ---------S S I 100 80 60 40 20 0 C 0 A R S E N E S S [ Q / (Q + I) ] AA MATERIALS CHARACTERISTICS STONE 1 STONE 2 DENSITY, SP G 2.62 2.62 % PASSING 3/8 " SIEVE 24.0 95.0 % PASSING # 8 SIEVE 1.0 1.0 FINENESS MODULUS 7.11 5.84 PERCENT OF AGGREGATE 50.0 4.9 NO SEVERE EXPOSURE S S SAND 2.63 100.0 83.0 2.93 45.0 - 520-C-25009 MIX #5553, SUPERIOR READY MIX CONCRETE FULL GRADATION ANALYSIS SIEVE STONE 1 STONE 2 SAND PASTE TOTAL AGGR _ 1-1/2 " 100.0 . 100.0 100.0 1 " 98.0 99.3 99.0 3/4 " 62.0 : 86.9 81.0 1/2 34.0 100.0 77.2 67.0 3/8 " 24.0 95.0 100.0 73.6 61.7 # 4 2.0 20.0 98.0 62.9 46.1 # 8 1.0 1.0 83.0 57.2 37.9 # 16 - . - 63.0 50.6 .28.4 # 30 - - 39.0 43.2 17.6 # 50 - - 18.0 36.7 8.1 # 100 - -. 6.0 . 32.9 2.7 # 200 - - 2.9 100.0 32.0 1.3 # 325 - - - 95.3 29.6 - Liquid - - - : 68.5 21.3 - GRADATION CHART lilA *_S ___S_I ___I -----I ----- S S S S I S I S S S S S S S I S I I I I S S S S I I a I I S I On _i I S I S I I I I •I . I a s a a a I I E. on u S I •a a a s S a a a S I a a - O a a a a - ai ------a -----is - a a a a a a x a a a a s a a a s 70 a i a a a s a a a a a a S I a a a I I I a a S S S I s a a 0a X a a a a a a a ona U a a. a .___i -----I -----1 -----a__i __i ----- I a a •0 a a a a a . 'ii £ a I S S I I I S S I S S S a a p S S X a a a a I S a 'I'Jn 5 I I I I I S X $ I S I S I P S. •I I. a a a a i a . a i a a a a a 0 X i s a i a A AilS S S I I I _____ _____ I__ __S - I ------I ----- SI I I S I 0 a a a a a S a a a a a a a S I a a a a a .1 I a a X X a ', a a a•- a a a a a a ------a -------------I a___S_a aI a s 0-- a a X X a £ I IS I a a a * a a 5 S a S d)fl u 5 S S__I S__S -----------5------- 5 ------a ----- I S I a a a a a a a a a a a i a a a S a a a S I S a I S S I I S I S I I S LU in a•S I S I a a a a a S5a S S S a a a a a i a a a a I I S I a a a S S I S a a n V a a S a a I a - a --___ I - I -- I I S aaaaSa 1 13 13 # # # # # 1 2 3 L SIEVE. / // 4 8 1 3 5 0 0 2 1 5 4.28 6 0 0. 0 0 5 q x - ALL COMPONENTS o - AGGREGATES * - BOTH 1 14 45 SUPERIOR READY MIX CONCRETE L.P. 1508 MISSION RD., ESCONDIDO, CA 92029 619-745-0556 CONCRETE MIX DESIGN 5596[ ] 3250 PSI 12/28/92 CONTRACTOR : C.W. MC GRATH PROJECT : TAMARACK AVENUE, CARLSBAD SOURCE OF CONCRETE : SUPERIOR READY MIX CONCRETE L.P. CONSTRUCTION TYPE : VARIOUS PUBLIC WORKS PLACEMENT : TRUCK PLACE WEIGHTS PER CUBIC YARD MITSUBISHI TYPE II CEMENT,.. LB SUPERIOR BL. CONC. SAND, LB SUPERIOR 1" ROCK, LB WATER, LB (GAL-US) AIR ENTRAINMENT, % WATER/CEMENT RATIO, LBS/LB SLUMP, IN, CONCRETE UNIT WEIGHT, PCF (SATURATED, SURFACE-DRY) • YIELD, CU FT 560 2.85 1379 8.40 1679 10.27 325 ( 38.9) 5.21 1.0 . 0.27 TOTAL . 27.00 0.58 4.00 146.0 COMBINED AGGREGATE GRADING CONFORMS TO GRADING "C" STANDARD SPECIFICATION FOR PUBLIC WORKS. 560-C-3250 MASTER BUILDERS 122HE MAY BE ADDED AT 16 OZ/CWT FOR HIGH EARLY STRENGTH. . . PREPARED BY : AJj iq SUPERIOR READY MIX CONCRETE L.P. 560-C-32509 MIX #5596, SUPERIOR READY MIX CONCRETE MIX ANALYSIS MIX VOLUME, CU FT 27.00 COARSENESS (Q / (Q + I)) 67.3 WORKABILITY 37.9 W — ADJUST . 37.8 PERCENT MORTAR . 57.1 TOTAL FINENESS MODULUS 5.23 A , I $ ---------I I I ......... I I I I I $ $ I I I I S $ I $ S I $ I I I S I I I I I An I ---------S I ------------ I $ .,u p $ ---------S ___S --------- VT W I S •. S I I I I I $ * I $ I S I I I • I I I I R I I I S V •1 I ---------I --------._I ---------I_ a .p S I I ••••••••••ss••s•• A I S S I S S B 5 I , .............. I T I I ........... I • S I .s•ss.s.s..ss• I T QA I ---------I_ ,........,.__1 ---------s --------- %PT# S S •••••••• I $ T I I ........... I I £ I - •s•.sssssss•ss ITI £ S ........... I 5••s•s•SSSSSSS• I I 5 I I V £ I.......... S 5.I........ I S I S l, I•..••____I ---------S ---------I ---------I _________ L.., sss•s $ S .5 I x - TOTAL MIX. o - AGGREGATES • : * - BOTH ')A I -------- —•—... __•s ----------I $ ', I I I S • 100 80 60 40 20 . COARSENESS [Q/(Q+I)] MATERIALS CHARACTERISTICS STONE SAND . DENSITY, SP G 2.62 2.63 % PASSING 3/8 " SIEVE 24.0 100.0 % PASSING # 8 SIEVE 1.0 83.0 FINENESS MODULUS 7.11 2.93 PERCENT OF AGGREGATE 55.0 45.0 NO SEVERE EXPOSURE ON is 0 Im ' 560-C-32509 MIX #55969 SUPERIOR READY MIX CONCRETE - FULL GRADATION ANALYSIS SIEVE STONE SAND PASTE TOTAL AGGR 1-1/2 " 100.0 100.0 100.0 1 " 98.0 . 99.2 98.9 3/4 " 62.0 85.5 79.1 1/2 " 34.0 74.9 63.7 3/8 " 24.0 100.0 71.1 58.2 # 4 2.0 98.0 62.1 45.2 # 8 1.0 83.0 57.1 37.9 # 16 - 63.0 50.4 28.4 # 30 - 39.0 43.0 17.6 # 50 - 18.0 36.4 8.1 #100 - 6.0 32.7 2.7 # 200 - 2.9 100.0 31.7 1.3 # 325 - - . 94.9 29.3 - Liquid - - 65.8 20.3 - GRADATION CHART IAA * * I I I I ___I_ I I I ------ _____•___ $ I Il ----- I I 1 I I I I I I I S I S S. I S I I I I I .1 I I I I S S I S . 'I I I I A I___I_I I I S I I I I I I I I I I I I I 1 ----- II ------I ----- I I I I S I I I .1• S I I I Qfl I___I____II___I -----I -----I___ I I------ 70 $ I I I I I" I I I I I S I a s I I I I I a a s a s S I___I_I___I_ ___I -----I -----S -----S___I ------ S • I . I S I I S S S S I I I I I I a a I S I I ' n ",-O---'x I I ------ I I I a I a a ------------ a sa ------s ----- I I a a a a a a I a a a a I S X I n X----- a a a a a a a a a a a I I S s a s • I I a a a a s a a a a a a a a a a s a s a 0 a s X s $ I a a Afl a s s a a a a s s s s s 0 a a ------ -x X a s a .n a as a a s a s a I - a 0---------a ------a X X a a a a a a a a a a a a a a I s a I s a a a a s a a a S I na___a_a___a_a___a -----I -----a ----------a ------a ----- a a a a a a s I .0 a a a a X s a a a a a a a a I I a i a s a a a a a a a a a a S I I ins___a a a a a ____s -----i -----a ----------a ----- s a a a a a a I a 0 s s a I a s a a a a s a a a a a a a a a a a a s a a a I a a n a_ a_a a a s ----- a a ----- --ia ..__ I .1 I 0 --0 - U I I a as aa 0 1 13 13 # U # # # 1 2 3 L SIEVE . / /1 4' 8 1 3 5 0 0 2 i 5 4 28 6 0 0 0 0 5 q x - ALL COMPONENTS 0 - AGGREGATES * - ROTH P E R C E N T P A. S S I N• G an SUPERIOR READY MIX CONCRETE, L.P. 1508 WEST MISSION ROAD ESCONDIDO, CA 92029 (619) 745-0556 CONCRETE MIX DESIGN MIX # CS-1 DECEMBER 289 1992 CONTRACTOR: C.W. MC GRATH PROJECT: TAMARACK AVENUE, CARLSBAD SOURCE OF CONCRETE: SUPERIOR READY MIX CONCRETE, L.P. CONSTRUCTION TYPE: VARIOUS PLACEMENT METHOD: TRUCK PLACE WEIGHT PER CUBIC YARD (SATURATED, SURFACE-DRY) YIELD, CU.FT. MITSUBISHI TYPE II CEMENT, LBS. 94 0.47 SUPERIOR 1" ROCK, LBS. . 0 0 SUPERIOR 3/8" ROCK, LBS. . 0 . 0 SUPERIOR BLEND CONCRETE SAND, LBS. 2950 17.9 WATER, LBS. (GAL-US) 500 -60 gal. 8.01 AIR ENTRAINMENT, % . . 2 0.54 TOTAL 27.0 MASTER BUILDERS POZZ 322N, OZ WATER/CEMENT RETIO, LBS/LB 5.319 SLUMP, INCHES 6 CONCRETE UNIT WEIGHT, PCF 131.2 PREPARED .BY : YflcvL SUPERIOR READY M X .CONCRETE, L.P. SUPERIOR READY MIX CONCRETE L.P. 1508 MISSION RD., ESCONDIDO,.CA 92029 619-745-0556 CONCRETE MIX DESIGN 138-2 1 1 12/28/92 CONTRACTOR : C.W. MC GRATH PROJECT .: TAMARACK AVENUE, CARLSBAD SOURCE OF CONCRETE : SUPERIOR READY MIX CONCRETE L.P. CONSTRUCTION TYPE : VARIOUS PLACEMENT : TRUCK PLACE WEIGHTS PER CUBIC YARD (SATURATED, SURFACE-DRY) YIELD, CU FT MITSUBISHI TYPEIl CEMENT, LB 188 0.96 SUPERIOR BL. CONCRETE SAND, LB 1.448 8.82 SUPERIOR 3/8" ROCK, LB 1.763 10.78 WATER, LB (GAL-US) 385 ( 46.1) 6.17 AIR ENTRAINMENT, % 1.0 +1- 1.0 0.27 TOTAL 27.00 • WATER/CEMENT RATIO, LBS/LB 2.05 SLUMP, IN 4.00 CONCRETE UNIT WEIGHT, PCF 140.1 PREPARED • BY ,: 41 Z SUPERIOR READY MIX CONCRETE L.P. SUPERIOR READY MIX CONCRETE L.P. 1508 MISSION RD., ESCONDIDO, CA 92029 619-745-0556 CONCRETE MIX DESIGN 138-3.5 [ I . 12/28/92 CONTRACTOR.: C.W. MC GRATH PROJECT.: TAMARACK AVENUE, CARLSBAD .. SOURCE OF CONCRETE :. SUPERIOR READY MIX CONCRETE L.P. CONSTRUCTION TYPE : VARIOUS . PLACEMENT .: TRUCK PLACE WEIGHTS PER CUBIC YARD (SATURATED,. SURFACE-DRY) YIELD, CU FT MITSUBISHI TYPE II CEMENT, LB 329 1.67 SUPERIOR BL. CONCRETE SAND, LB 1395 . 8.50 SUPERIOR 3/8" ROCK, LB 1698 10.39 WATER, LB (GAL-US) . 385 ( 46.1) 6.17 AIR ENTRAINMENT, .% . 1.0 +/--l.0 - 0.27 TOTAL 27.00 WATER/CEMENT RATIO, LBS/LB . 1.17 •. SLUMP, IN 4.00 CONCRETE UNIT WEIGHT, PCF 141.0 PREPARED BY SUPERIOR READY MIX CONCRETE L.P. '-24-92 WED 8:44 H. G. FENTON CO. 6195493589 P • 0 H.G. FENTON MATERIAL COMPANY: AS K.O. rSTON COMPANY DATE: JUNE 24,.1992 MIX DESIGN: 50-0020 CONTRACTOR: C. WI MCGRATH JOB NAME; VOIGHT DRIVE RE-ALIGNMENT #1959/966570 LOCATION: UCSD NOTES: • BATCH PLANT: CARROLL CANYON DESIGN STRENGTH: 560-C-3250 PUMP IN 28 DAYS WATER/CEMENTITIOUS: 0.58 lb/lb CEMENT; ASTM C-150, TYPE II EQJIVALENT CEMENTITIQJS: 6.0 sacks/cy ( ' ADMIXTURE: ASTM C-494 Type A or Type D (Per Manufacturer's Recommendation or Jobsite Requirements) • AGGREGATE: ASTM C33, Sizes 57, 8 and Fine Aggregate MIX PROPORTIONS MATERIAL AEGATE SIZE PERCENTAGE 9Q EIC{[ ABSOLUTE VOLUME COARSE AGG. 1" 42% 1298 7.94 COARSE A(3. 3/8" 8% . 246. 1.51 FINE A&3. . SAND 50% :1669, 945 • 'WATER . 39.2 gal 327 5.23 * CEMENT 6.0 sk .564 2.87 TOTALS . .4004 27.00 'i'. .' • UNIT WEIGHT: 148.3 SLIM?: 4" .THIS CONCRETE, IF PLACED WITH A CONSISTENCY IN EXCESS OF THE MAXIMUM SLIM? INDICATED, WILL ,NOT P(FCF4 AS ANTICIPATED DUE TO THE INCREASED WATER/CEMENTITICUS RATIO. I'... 0 L ' • :' .. 7220 TRADE 5IREET. SUiTE 300. P05T OFIICE BOX 64. SAN 1EGO, CAL WOBNIA 9lU2, (6t9) 56.200O. FAX (619) !49-3569 - 40. JAN-11-93 MON 11:09 JAN— il —9 MON J 2025 a. FINANCIAL WAY, GLENDORA, CA 91740 #TL, (8101 85-e200 FAX (010) 91461569 H. G. FENTON CO. 6195493509 P.01 9;I • I-.01 CALIFORNIA PORTLAND CEMENT COMPANY Certificate of Compliance Ta: Pie-Mixed Concrete Company Date 12121/92 P.O Box 64 Son Diego, Co. 92112 Project: Attention, Mr. Kevin Everly Contractor,- We hereby certify that Mojave Type I/Il Low Alkali cement supplied to you has been manufactured In accordance with, and meets the standard requirements of the current ASTM Oe&anatIon C. 160 for Type I/Il, Low Alkali, Average physical and chemical results for November 1992 are as follows , Chemical Analysis: Physical Data: Silicon dioxide, $104 22.1% AnOnOe, Slalne,, Specific surface laq.m./lcg.). 380 Aluminum oxide, A1203 4.15% Ferric oxide, Fe2Q3 3.11% SOLndnosoi Autoclave expansion, 0.00 Calcium oxide, CeO 89.82% Mencoium oxide, MgO 2.17% Ccmp,asIv. $trogth, 0109, P.S.I. sulphur trioxlde, 003 2.82% Lose on (nnliiot 1.37% 3 Day 7 0eV 20 Day Inohjble roolduô 0.40% 200 4370 5200 Alkalies (% flo2O + 6.6E9% 20) 0.50% Vicat Time of Setin: 125 mine, Potential Composition: Wotorl 20.00% Trio&c(um iliia1s, 3Co0.Si02 51% Remarks: Appaatua and method. In usøin this laboratory have bean chocked by Rufornce Laboratory of U.S. Bureau of Standards, Major axidea are enIycd by X-Ray Fluo,oieonoi 5paelvomotry. X-101 jl-^9 STATE of CALIFORNIA) Manager, Technical Services County of Lea Angeles On this the 12n.d.. day of r 11n the year of 1 9.Z before me, the undersigned, a Notary Public in and for said State, personally appeared -lUrk McDonald J personally known to me I or proved to me on the basis of satisfactory evidence ) to be the person whose name is subscribed to the within instrument, and acknowledged to me that he executed It. WITNESS my hand and official seal, OFFICIAL NOTARY 8AL YQLANDA OIAZ No* Pubilo - calllomra .OS ANGELES COUNTY Myoiirn. Cxplroo Jut. 16.1094 Not/i Public 1 1, - I X_i~e In and for said Se. ow LZ JAN,-11-93 MON 11209 H. C. FENTON co. E.19549589 F. 02 P • 02 .TMNi i-93 lION 9 07 . -.a 5 S - - S -- a _ - - - - CALIFORNIA PORTLAND CEMENT COMPANY ASTM C-917-80 CENTRAL LBok!roRxzS UNIFORMITY TEST REPORT PLANT )IOJAVE REPORT DATEs DEC 21, 1992 CDtENTITYPEIX PAGE lOP 2 ITEM 7-DAY 28-DAY sa as - -- -a a a a a..- aSS a a - - as ass.... - -- -- as a Sw. as DATES REPRZSENTEDS 'ROM 09-02-92 09-02-92 TO 12-0292 11-20-92 AVERAGE STRENGTH, X (psi) 4547. 6259. TOTAL STANDARD DEVIATION, St (psi) 104. 2.74, NTJMBER OF SAMPLES 39 35 TESTING STANDARD DEVIATION, Be (psi) 93. 130. NUMBER OF DUPLICATES 6 6 CORRECTED STANDARD DEVIATION, Sc (psi) 159. 116. COMPRESSIVE STRENGTH STRENGTH (psi) DATE SHIPPED SAMPLE )WMER 7-DAY 28 -DAY SAMPLE AVERAGE 5 SAMPLE AVERAGE 5 as a a aa 5 aSs .W -------- - a sasS S sass 09-02-92 C-7921A 4830, 4812. 6470. 6502. 090392 C-7921S 4580. 6530. 09-04-92 0-7922 4560. 4776. 6230. 6408. 09-08-92 C-7923 4780. 4802. 6450, 6428. 09-09-92 C-7924 4680. 4778. 6410. 6450. 091192 V7925 4450. 4660. 6290. 6366, 0914-92 C-7926 4390. 4572, 6180. 6308. 09-16-92 C7927 4460. 4552. 630,09 6326. 09-18-92 C-7928 4980. 4592. 6550, 6346. 0921-92 0-7929 4760. 4608. 6560. 6376, 09-23"92 C-7930B 4690, 6390. 09-23-92 C-7930A 4630. 4644, 6520. 6422. 09-25-92 C7931 4720. 4110. 6390. 6464. 0928-92 C-7932 4580. 4734. 6210. 6446. 09-30-92 C-7933 4470. 4632. 6480. 6432, 30-02-92 C-7934 4350. 4550, 5910. 6302. 1005-92 C-7935 4690. 4562, 6250. 6248. 10-07-92 0-7936A 4730, 4564. 6290, 6228. 10-0792 C-79363 4710. .6330. 10-09-92 C-7937 4500, 4548. 6010. 6388. 10-12-92 C7938 4550. 4564. 6330, 6158, 101492 C7939 4580, 4610. 6200. 6216. 10d1692 C7940 4250, 4522. 5960. 6158. 10-19-92 C-7941 4450. 4466. 6120. 6124, 10-21-92 C-7942 4240. 4414. 6020. 6126. ' ' - - -1-1 - •_I' £ £ Ci ri • I. • r.t. N I U N L. LI JAN-11-93 MON 9."0 7 a fl - — a .* apse 4._a e - - — 00 fl CALIFORNIA PORTLMD CEMENT COMPANY ASTM C-93.7-80 CENTRAL ZBORATORXES UNIFORMITY TEST REPORT PLMTi 1400AVE REPORT DATEs DEC 21, 1992 CEMENTS TYPE It PAGE 1. OF 2 ----------------aa a - ------ease-- - ------- coM?14E881•VE STRENGTH (psi) DATE SHIPPED SAMPLE NUMBER 7-DAY 28-DAY ____ SAMPLE AVERAGE 5 SAMPLE AVERAGE S - a---------------e• naeaeaa------------ - - - - - • - _. —_______________ 10-26-92 0a7944 4730, 4400. 6280, 60901, 10-20-92 C-7945A 4430, 4446. 6230. 6144. 10-28-92 C-7945D 4390, 630. 10-30-92 0-7946 4240. - 4404. 6050. 63.30, 11-02-92 0-7947 4420. 4440. 5960, 633.8. 11-04-93 C-7949A 4630. 4500. 6260. 6156, 11-04-92 C-7948 4480. 6120. 3.3-06-92 C-7949 4530, 4460. 630. 63.46. 1109-92 0-7950 4350, 4434, 6400, 6180. 11-10-92 07951 4430. 4468. 6370, 6244. 11-13-92 C-'7952 4360, 4456, 6330. 633.8, 2.2."36-92 C-7953 453.0. 4432, 6280. 6322, 11-18-02 C-7954B 4380, 5960, 11-18-92 C-7954A 4440, 4414. 6380, 6352. 11-20-92 0-7955 4500. 4444, 63.20, 6296. 3.12392 0-7956 4640. 4490. 0. 11-25-9.2 C-7957 4960. 463.06 0. 11-0-92 C-7958 4460. 4600, 0. 1-02-2 C-7959A 4730. 4658. 0, a ------- — a ----------------------------- __ -------------------- 401 M. Li * PRE-MIXED CONCRETE COMPANY AN H.G. FENTON COMPANY January 04, 1993 MIX DESIGN: 51-2132 C.W. McGrath Tamarack Avenue Widening Tamarack avenue and Interstate 5 Carlsbad #3203 BATCH PLANT: All DESIGN STRENGTH: 1 sk slurry WATER/CEMENTITIOUS: 60 gallons/sk CEMENT: ASTM C 150, Type II EQUIVALENT CEMENTITIOUS: 1.0 sk/cy MIX PROPORTIONS MATERIAL AGGREGATE SIZE PERCENTAGE SSD WEIGHT ABSOLUTE VOLUME FINE AGG. sand 3095 18.51 WATER 60.0 gal 500 8.01 CEMENT 1.0 sk 94 .48 TOTALS 3689 27.00 UNIT WEIGHT: 136.6 pcf SLUMP: 3-4" THIS CONCRETE, IF PLACED WITH A CONSISTENCY IN EXCESS OF THE MAXIMUM SLUMP INDICATED, WILL NOT PERFORM AS ANTICIPATED DUE TO THE INCREASED WATER/CEMENTITIOUS RATIO. Respectfully submitted, PRE-MIXED CONCRETE COMPANY by, K - g- P. p. Kevin Everly Concrete Manager cc: D. Hazzard-Keep / 7220 TRAI)L STREEI. SUITE 300, I'OST OFFICE BOX 64, SAN DIEGO, CALIFORNIA 92112.(619).566-2000, FAX (619).549-3389 * PRE-MIXED CONCRETE COMPANY AN H.G. F€NTON COMPANY January 04, 1993 MIX DESIGN: 51-2133 C.W. McGrath Tamarack Avenue Widening Tamarack Avenue and Interstate 5 Carlsbad #3203 BATCH PLANT: All DESIGN STRENGTH: None - fill WATER/CEMENTITIOUS: 25 gallons/sk CEMENT: ASTM C 150, Type II EQUIVALENT CEMENTITIOUS: 2 sks/cy FLY ASH: ASTM C 618, Class F ADMIXTURE: NONE MIX PROPORTIONS MATERIAL AGGREGATE SIZE PERCENTAGE SSD WEIGHT ABSOLUTE VOLUME COARSE AGG 3/8" 50% 1577 9.69 FINE AGG. sand 50% 1607 9.68 WATER 50.0 gal 417 6.67 CEMENT 2.0 sk 188 .96 FLY ASH TOTALS 3789 27.00 UNIT WEIGHT: 140.3 pcf SLUMP: 3-4" THIS CONCRETE IF PLACED WITH A CONSISTENCY IN EXCESS OF THE MAXIMUM SLUMP INDICATED, WILL NOT PERFORM AS ANTICIPATED DUE TO THE INCREASED WATER/CEMENTITIOUS RATIO. Respectfully submitted, PRE-MIXED CONCRETE COMPANY by, Kevin Everly Concrete Manager cc: D. Hazard-Keep 72211 TWAI)E sTII:ET. Si FFE3I1. POST OFFICE lIOX 4, SAN DIEGO. CALIFORNIA 92112, (t19) 566-2000. FAX (619) 549-3589 0 PRE-MIXED CONCRETE COMPANY AN H.G. FENTON COMPANY January 04, 1993 MIX DESIGN: 51-2130 C.W. McGrath Tamarack Avenue Widening Tamarack Avenue and Interstate 5 Carlsbad #3203 BATCH PLANT: All DESIGN STRENGTH: None - fill WATER/CEMENTITIOUS: 14.1 gallons/sk EQUIVALENT CEMENTITIOUS: 3.5 sks/cy ADMIXTURE: NONE CEMENT: ASTM C 150, Type II FLY ASH: ASTM C 618, Class F MIX PROPORTIONS MATERIAL AGGREGATE SIZE PERCENTAGE SSD WEIGHT ABSOLUTE VOLUME COARSE AGG 3/8" 50% 1526 9.37 FINE AGG. sand 50% 1565 9.36 WATER 49.5 gal 412 6.60 CEMENT 3.5 sk 329 1.67 TOTALS 3832 27.00 UNIT WEIGHT: 141.9 pcf SLUMP: 3-4" THIS CONCRETE, IF PLACED WITH A CONSISTENCY IN EXCESS OF THE MAXIMUM SLUMP INDICATED, WILL NOT PERFORM AS ANTICIPATED DUE TO THE INCREASED WATER/CEMENTITIOUS RATIO. Respectfully submitted, PRE-MIXED CONCRETE COMPANY K..- Kevin Everly Concrete Manager cc: D. Hazzard-Keep 7220 TRADE STREET, SUITE 301), POST OFFICE BOX 64, SAN DIEGO, CALIFORNIA 92112, (619) 566-2000, FAX (619) 549-3589 0 PRE-MIXED CONCRETE COMPANY AN H.G. FENTON COMPANY January 04, 1993 MIX DESIGN: 51-2106 C.W. McGrath Tamarack Avenue Widening Tamarack Avenue and Interstate 5 Carlsbad #3203 BATCH PLANT: All DESIGN STRENGTH: 520-C-2500 WATER/CEMENTITIOUS: .64 lb/lb CEMENT: ASTM C-150, Type II EQUIVALENT CEMENTITIOUS: 5.53 sks/cy AGGREGATE: ASTM C33, Sizes 57 and Fine Aggregate MIX PROPORTIONS MATERIAL AGGREGATE SIZE PERCENTAGE SSD WEIGHT ABSOLUTE VOLUME COARSE AGG. 1" 55% 1786 10.44 FINE AGG. sand 45% 1418 8.54 WATER 40.2 gal 335 5.37 CEMENT 5.5 sk 520 2.65 TOTALS 4059 27.00 UNIT WEIGHT: 150.0 pcf SLUMP: 4" THIS CONCRETE, IF PLACED WITH A CONSISTENCY IN EXCESS OF THE MAXIMUM SLUMP INDICATED, WILL NOT PERFORM AS ANTICIPATED DUE TO THE INCREASED WATER/CEMENTITIOUS RATIO. Respectfully submitted, PRE-MIXED CONCRETE COMPANY by, p Kevin Everly d Concrete Manager cc: D. Hazzard-Keep '22() TRADE STREET. SUITE 31111, POST OFFICE I3OX 64. SAN DIEGO. CALIFORNIA 92112, ((19) 566-2111)1), FAX (61')) 549-3589 * PRE-MIXED CONCRETE COMPANY AN H.G. FENTON COMPANY January 04, 1993 MIX DESIGN: 51-2111 C.W. Mcgrath Tamarack Avenue Widening Tamarack Avenue and Interstate 5 Carlsbad #3203 BATCH PLANT: All DESIGN STRENGTH: 560-C-3250 WATER/CEMENTITIOUS: .60 lb/lb CEMENT: ASTM C 150, Type II EQUIVALENT CEMENTITIOUS: 6.0 sks/cy 4pAl;s1'4es: ?? AGGREGATE: ASTM C 33, Sizes 57 and Fine Aggregate MIX PROPORTIONS MATERIAL AGGREGATE SIZE PERCENTAGE SSD WEIGHT ABSOLUTE VOLUME COARSE AGG. 1" 55% 1761 10.30 FINE AGG. sand 45% 1399 8.36 WATER 40.5 gal 337 5.40 CEMENT 6.0 SK. 564 2.87 TOTALS 4061 27.00 UNIT WEIGHT: 150.4 pcf SLUMP: 4" THIS CONCRETE, IF PLACED WITH A CONSISTENCY IN EXCESS OF THE MAXIMUM SLUMP INDICATED, WILL NOT PERFORM AS ANTICIPATED DUE TO THE INCREASED WATER/CEMENTITIOUS RATIO. Respectfully submitted, PRE-MIXED CONCRETE COMPANY by, L Kevin Everly Concrete Manager cc: D.-Hazzard-Keep 7220 TRADE STREET. SUITE 3(R), POST OFFICE BOX 64, SAN DIEGO, CALIFORNIA 92112,(619) 566-2000, FAX (619)549-3589 PRE-MIXED CONCRETE COMPANY AN H.G. FENTON COMPANY January 04, 1993 MIX DESIGN: 50-6716 C.W. McGrath Tamarack Avenue Widening Tamarack Avenue and Interstate 5 Carlsbad #3202 BATCH PLANT: All DESIGN STRENGTH: 5000 psi pump/place WATER/CEMENTITIOUS: .42 lb/lb CEMENT: ASTM C 150, Type 1.1 EQUIVALENT CEMENTITIOUS: 8.5 sack it it ADMIXTURE: Pozz 322N @ 3 f"AIIER... d11 to1U .eiiE2. Pozzutec 20 @ 120 oz./yd.— it AGGREGATE: ASTM C 33, Sizes 57 and Fine Aggregate MIX PROPORTIONS MATERIAL AGGREGATE SIZE PERCENTAGE SSD WEIGHT ABSOLUTE VOLUME COARSE AGG. 1" 45" 1292 7.90 COARSE AGG. 3/8" 08% 228 1.40 FINE AGG.-1 sand 47% 1381 8.26 WATER 40.3 gal 336 5.38 CEMENT 8.5 sk 799 4.06 TOTALS 4036 27.00 UNIT WEIGHT: 149.5 pcf SLUMP: 4" before 400N addition 8" after 400N addition THIS CONCRETE IF PLACED WITH A CONSISTENCY IN EXCESS OF THE MAXIMUM SLUMP INDICATED, WILL NOT PERFORM AS ANTICIPATED DUE TO THE INCREASED WATER/CEMENTITIOUS RATIO. Respectfully submitted, PRE-MIXED CONCRETE COMPANY by, - Key-in Everly Concrete Manager cc: D. Hazzard-Keep 72211 rRADI: STREET. SUITE 300, POST OFFICE I3OX 64. SAN DIEGO, CALIFORNIA 92112,(619) 566-2(11)0, FAX (6I4) 549-3589 DOO Porfland Cement Certificate of Compliance PACIFIC COAST CEMENT CORPORATION NATIONAL CITY TERMINAL Tic 8-/V-7A __Date:_________ Source: LIfC7 i1 (} Project/Contract No.:_____________________ We hereby certify this shipment of Portland Cement meets or exceeds the following gpcifications: ASTM C150, Type I-Il, Low Alkali fl ASTM C150, Type V. Low Alkali P. -1State of California Highways Standard Specifications, Section 90 and/or Standard 'Special Provisions Federal Specifications SS-C-1960/3 Other PACIFIC COAST CEMENT CORPORATION PASADENA, CALIFORNIA MARK VAN KLEUNEN -- ......... MANAGER OF TECHNIcAL .SERvIcEs_ _.. .. .-. -. .r ... I c Jf / L - - ............ PCC Portland Cement Certificate of PACIFIC COAST CEMENTO - LONG BEACH}ERMINAL liON Ticket No.:_<550 Date: _/2 Source- _/?.i2ti'S' Pri/Contract No.:_________________ O1 L-(IJ We hereby certify this shipment of specifications: 'ASTM C150. Type I-Il. Low)(kal / 0 ASTM C150. Type V. Lo,4lkali Cement meets or exceeds the following O State of California Hi gays Standard Specifications, Section 90 and/or Standard Special Provisions / o Federal Specificans SS-C-1960/3 O Other -, PACIFIC COAST CEMENT CORPORATION PASADENA, CALIFORNIA MARK VAN KLEUNEN MANAGER OF TECHNICAL. SERVICES P CC Portland Cement Certificate ofJ(mp11sm PACIFIC COAST CEMENT C9PORATION LONG BEACH TERMINAL Ticket No.: 5 2..2 We hereby certify this shipment of specifications: E?1ASTM C150. Type I-Il. Low Alk; 0 ASTM C150. Type V. Low Al ti OF Date: No.: meets or exceeds the following State of California Highwqs Standard Specifications. Section 90 and/or Standard Special Provisions / Federal Specification 'SS-C-1960/3 0 Other 7 PACIFIC COAST CEMENT CORPORATION PASADENA. CALIFORNIA MARK VAN KLEUNEN MANAGER OF TECHNICAL SERVICES IL6.5ice'-~i - 0 Master Buiids Technologies Master Builders, Inc. 23700 Chagrin Boulevard Cleveland, Ohio 44122-5554 HIrl Phone 216/831-5500 j'6 / April 9, 1992 Certificate of Conformance pozzolith 322-N Master Builders Admixture for Concrete TO WHOM IT MAY CONCERN: State of Ohio ) ss County of Cuyahoga) Before me, a Notary Public, in and for the aforesaid State and County, personally appeared Brian E. Caine, who being duly sworn, deposes and says: That he is Manager, Chemistry Laboratory for Master Builders, Inc., Cleveland, Ohio; and That Pozzolith 322-N meets the requirements for a Type A, Water- Reducing Admixture specified in ASTM C 494-86 and Corps of Engineers' CRD-C 87-86, the Standard Specifications for Chemical Admixtures for Concrete, and AASHTO M194-871, the Interim Specification for Chemical Admixtures for Concrete. 1 Brian E. Caine Manager, Chemistry Laboratory Admixture Research & Development Subscribed and sworn to before me this 9th day of April, 1992 Christine Sebrasky, Not%Jry Public State of Ohiq'/ My Commission Expires Janikáry 10, 1996 (Recorded in Lake County) Doc. 173 ..-. \ '. SOUTHERN CALIFORNIA / SOIL & TESTING, INC. T/ \ '-' 6280 Riverdale Streci, San Diego, CA 9212.0 P.O. Box 600627. San Diego, CA 92160 619-2804321. FAX 619-2804717 April 17, 1992 H.G. Fenton Materials Post Office Box 64 SCS&T 9212016 San Diego, California 92112 Report No. 11 ATTENTION: Mr. David Akers REFERENCE: 1-1/2" x 3/4" - Carroll Canyon, 1" x 3/4" - Carroll Canyon, 1" x #4 - Carroll Canyon, 3/4" x 1/2" - Carroll Canyon, 1/2" x 3/8" - Carroll Canyon, 3/8" x #4 - Carroll Canyon, WCS - Carroll Canyon, WCS - Pala, WCS - Sloan, P.O. #36760, Job #1017-7165. SUBJECT: Laboratory Testing Gentlemen: Southern California Soil & Testing, Inc. has performed the laboratory testing on the referenced materials sampled by your representative and received by our laboratory on March 19, 1992. The test results are provided in the attached Tables A through C. We appreciate the opportunity to provide our Materials Testing Services. Respectfully Submitted, SOUTHERN CALIFORNIA SOIL AND TESTING, INC. Michael B. Wheeler, R.C.E. #45358 MBW:MH:mh cc: (3) Submitted SCS&T 9212016 April 17, 1992 Page 2 TABLE A: LABORATORY TESTING OF CONCRETE AGGREGATE, 3-19-92 SIEVE ANALYSIS (ASTM C136 and C117), percent passing Sieve Size Sample No. I Sample No. 2 Samole No. 3 2" 100 1-1/2" 83 100 100 1" 34 97 99 3/4" 5 . 24 73 1/2" 1 3 24 3/8" 2 5 #4 1 #200 0.6 0.8 0.4 Specific Gravity, Coarse, (ASTM C127) 2.62 2.62 2.62 Percent Absorption, (ASTM C127) 0.9 0.9 1.1 Resistance to Abrasion, (ASTM C131) % Loss After 100 Revolutions - 2.5 2.9 % Loss After 500 Revolutions - 12.4 14.6 Resistance to Abrasion, (ASTM C535) % Loss After 200 Revolutions 3.3 - - % Loss After 1000 Revolutions 13.8 - - Soundness, (ASTM C88) Total % Loss By Weight 0.33 0.43 3.33 Percent Clay Lumps, (ASTM C142) 1.2 0.7 0.3 Sample No. 1 - 1-1/2" x 3/4" - Carroll Canyon Sample No. 2 - 1" x 3/4" - Carroll Canyon Sample No. 3 - 1" x #4 - Carroll Canyon SCS&T 9212016 April 17, 1992 Page 3 TABLE B: LABORATORY TESTING OF CONCRETE AGGREGATE, 349-92 SIEVE ANALYSIS (ASTM C136 and C117), percent passing Sieve Size Sample No. 4 Sample No. 5 Sample No. 6 1" 100 3/4" 92 100 1/2" 7 72 100 3/8" 2 6 93 #4 1 1 6 #8 . 1 #200 0.6 0.7 0.7 Specific Gravity, Coarse, (ASTM C127) 2.62 2.62 2.61 Percent Absorption, (ASTM C127) 1.3 1.3 1.4 Resistance to Abrasion, (ASTM C131) % Loss After 100 Revolutions 2.9 3.2 3.3 % Loss After 500 Revolutions 15.1 15.6 15.9 Soundness, (ASTM C88) 4.30 2.40 1.53 Total % Loss By Weight Percent Clay Lumps, (ASTM C142) 1.3 0.1 0.9 Potential Alkali Reactivity for Mix of Samples 1 through 6, (ASTM C289): innocuous Sample No. 4 - 3/4" x 1/2" - Carroll Canyon Sample No. S - 1/2" x 3/8" - Carroll Canyon Sample No. 6 - 3/8" x #4 - Carroll Canyon SCS&T 9212016 April 17, 1992 Page 4 TABLE C: LABORATORY TESTING OF CONCRETE AGGREGATE, 3-19-92 SIEVE ANALYSIS (ASTM C136), percent passing Sieve Size SarnDle No. 7 Sample No. 8 Sample No. 9 3/8" 100 100 #4 100 97 98 #8 89 90 90 #16 60 74 72 #30 37 49 48 #50 18 26 23 #100 6 8 6 #200 2.7 1.8 2.0 Fineness Modulus 2.90 2.56 2.63 Specific Gravity, fine, (ASTM C128) 2.61 2.68 2.68 Percent Absorption, (ASTM C128) 1.3 0.8 1.1 Organic Impurities, (ASTM C40) 1 1 1 Soundness, (ASTM C88) Total % Loss By Weight 4.77 6.77 7.05 Sand Equivalent, (CALTEST 217) 83 90 89 Percent Clay Lumps, (ASTM C142) 0.8 1.2 0.8 Potential Alkali Reactivity, (ASTM C289) innocuous innocuous innocuous Sample No. 7 - WCS - Carroll Canyon Sample No. 8 - WCS - Pala Sample No. 9 - WCS - Sloan Mas!er Builders Technologies HHB "I'll UI® Master Builders, Inc. 23700 Chagrin Boulevard Cleveland, Ohio 44122-5554 Phone 216/831-5500 April 9, 1992 Certificate of Conformance Pozzutec 20 Master Builders Admixture for Concrete TO WHOM IT MAY CONCERN: State of Ohio ) County of Cuyahoga) SS Before me, a Notary Public, -in and for the aforesaid State and County, personally appeared Brian E. Caine, who being duly sworn, deposes and says: That he is Manager, Chemistry Laboratory for Master Builders, Inc., Cleveland, Ohio; and That Pozzutec 20 meets the requirements for a Type C, Accelerat- ing, and Type E, Water-Reducing and Accelerating Admixture specified in ASTM C 494-86 and Corps of Engineers' CRD-C 8/-86, the Standard Specifications for Chemical Admixtures for Concrete, and AASHTO M194- 871, the Interim Specification for Chemical Admixtures for oncrete. Brian E. Caine Manager, Chemistry Laboratory Admixture Research & Development Subscribed and sworn to before me this 9th day of April, 1992 Christine Sebrasky, Not4y Public State of Ohig"j My Commission Expires Janiary 10, 1996 (Recorded in Lake County) Doc. 173 4 . riu AA; H. . FENTON CO. 6195493589 H.G. FENTON MATERIAL COMPANY AN 11.9. FENTON COMPANY 410 DATE: FEBRUARY 4, 1993 - MIX DESIGN; 50-0020 - CONTRACTOR: C.W. MCGR6JH JOB NAME: TAMARACKAVE. WIDENING LOCATION: 305 WEST TAMARACK AVE. tfTS Post-it", brand fax transmittal memo 7671 To From Dept. - Phone# II BATCH PLANT: CARLSBAC DESIGN STRENGTH: 560-C-3250 PUMP IN 28 DAYS WATER/CEI1EtffXTIOUS: 0.58 lb/lb CEMENT: ASTM. C-150, TYPE II EQUIVALENT CEMEIlTITIOUS: 6.0 sacks/cy ADMIXTURE: ASTM -494 Type A or Type 0 (Per Manufacturer's Recommendation or Jobsite Requfrements) AGGREGATE: ASTM C33, Sizes 57, 8 and Fine Aggregate MIX PROPORTIONS MIEXAL A3GRETE SIZE PERCEt1AC Q WEIGHT ABSOLUTE VOUI4E )ARSE AGG. 1" 42% 1298 7.94 COARSE AGG. 3/8" 8% 246 1.51 FINE AGG. SAND 50% 1569 9.45 WATER 39.2 gal 327 5.23 CEMENT 6.0 sk 564 2.87 TOTALS 4004 27.00 UNIT WEIGHT: 148.3 •. SLUMP: 4' THIS CONCRETE, IF PLACED WITH A OCNSISTEPC( IN EXCESS OF THE MAXIMUM SLLR.F INDICATED, WILL NOT PERFORM AS ANTICIPATED DUE TO THE INCREASED WATEIi/CEMENTITIOUS RATIO. 7220 TRADE STREET, SUITE 300, POST OFFICE BOX 64, SAN DIEGO, CALIFORNIA 92112(619) 55-i000, FAX (619) 594589 as II L - - - - - £ P. 02 IMP I .. I. -- PC Portland Cement Certificate of Compliance - PACIFIC COAST CEMENT CORPORATION -•NA11ONAL CITY TERMINAL cketNo.$Y Date:___________ source:.LtV t it' if/f -- - Project/Contract No.:________________________ - e.4 kr ,' . We hereby certify this shipment of porti Ce,WA meets or'xceds the following 107 pcifications: g[ASTM C150. Type 1-Il. Low Alkali ASTM C150 Type V1 Low Alkali I1hIState of California Highways Standard Specifications, Section 90and/or Standard 'Spaciai Provisions D Federal Specifications SS-C-1960/3 0 Oth PACIFIC COAST CEMENT CORPORATION PASADENA. CALIFORNIA MARK VAN KLEUNEN ANAGER OF TECHNICAL SERVICES .- •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••.::,...................... ............ 0 1 . . • . . IT ::p:'.. •• .. - ., :, ,•. .• ------------------------------------------------------------------------------------------------ • •-:--• ........ . I I, II i I .................................................................................... 0 41 SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 RiverdaI Sbet, San Diego, CA 92120 P.O. Box 600627, Sin Diego, CA 92160.0627 619.280.4321, FAX 619.280.4717 October 14, 1992. H.G. Fenton Materials Post Office Box 64 SCS&T 9212016 San Diego, California 92112 Report No, 18 REFERENCE: Carroll Canyon, Pala, and Sloan Canyon Plant Production Materials, P.O. #41400 SUBJECT: Semi-Annual Laboratory Testing Gentlemen: Southern California Soil & Testing, Inc. has performed the subject testing on the referenced materials sampled by your representative and received by our laboratory on September 17, 1992. The test results are provided in the attached Tables A through C. We appreciate the opportunity to provide our Materials Testing Services. Respectfully Submitted, SOUTHERN CAUFORNIA SOIL AND TESTING, INC. Michael B. Wheeler, R.C.E. #45358 MBW:MH:mh cc: (1) H.G. Fenton, Attn: Harvey Pearson (1) H.G. Fenton. Attn: Kevin Everly (1) H.G. Fenton, Attn: Kevin McPartland MEJ OKA TABLE Al: LABORATORY TESTING OF CONCRETE AGGREGATE H.G. EENTON, CARROLL CANYON, 9-17-92 SIEVE ANALYSIS (ASTM C136), percent passing Sieve Size 1jx3I4' 1"014" 1Mx#4 3I4N0I2 2" 100 • 11I2" 96 tOO 100 In 21 96 99 100 3/4" 3 . 24 74 94 1,2" 1 1 26 13 3/8" 4 1 #4 1 #200 . 0.8 0.5 0.3 0,7 Specific Gravity, Coarse, (ASTM C127) 2.64 2.63 2.64 262 Percent Absorption, (ASTM C121) 0.8 1.0 0.9 1.4 Resistance to Abrasion, (ASTM C535) % Loss After 200 Revolutions 2.6 - % Loss After 1000 Revolutions 10.4 Resistance to Abrasion, (ASTM C 131) % Loss After 100 Revolutions - 2.7 3.4 3.2 % Loss After 500 Revolutions - 12.8 16.2 15.8 Soundness, (ASTM C88) I Total % Loss By. Weight 0.5 0.7 1,5 2.0 Cleanness Value, (CALTEST 227) 84 86 81 81 Percent Clay Lumps (ASTM C142) 0.6 0.3 0.5 0.3 4 - - - -• . -. - . . ... - , - . r c. 1.1 I j i' ... J • D . • 4 SCS&T 9212016 . October 14, 1992 Page 2 r C. a. - - . .. . a a • 4. 0 fl - L. • r C.I I JI L. • .9 CI a 1 ..J fl 1 0 ..J U C - C .J SCS&T 9212016 October 14, 1992 Page 3 TABLE A2: LABORATORY TESTING OF CONCRETE AGGREGATE H.G. FENTON, CARROLL CANYON, 9-17-92 SiEVE ANALYSIS (AsrM C136)9 percent passing Sieve Size . . 1/20/8' 3/8 x#4 wCS 3/4 . 100 112 .1 96 :100 3/811 . 14 95 #4 . 2 14 .100 #8 . I 2 89 #16 . 58 #30 •- 35 #50 18 #100 5 #2.00 . 0,4 1.3 2.5 Specific Gravity, Coarse, (ASTM C127) . 2.63 2.60 -. Spific Gravity, Fine, (ASTM C128) - 2.58 0 Percent Absorption, (ASTM C127 and C128) 1.1 1.7 1.8 Organic Impurities, (ASTM C40) - - 1 Resistance to Abrasion, (ASTM C131) % Loss After 100 Revolutions 3.6 3.7 - % Loss After 500 Revolutions . 17,2 17.3 - Soundness, (ASTM C88) . Total % Loss By Weight 1,8 1.9 4.3 Cleanness Value, (CALTEST 227) - 69 69 - Percent Clay Lumps, (ASTM C142) 1.0 1.1 1.2 Sand Equivalent, (CALTEST 217) - . - 84 0 I f1l LI £ £ £ fa rf• L. • r I UN L U • 0 ' .'I. w 0 0 ks V • 6 SCS&T 9212016 October 14, 1992 Page 4 TABLE B: LABORATORY TESTING OF WASHED CONCRETE SAND H.G. FENTON, PALA, 9-17-92 SIEVE ANALYSIS (ASTM C136), percent passing Sieve Size WCS-Pala 3/8" 100 #4 • 98 #8 87 #16 - 67 #30 38 #50 13 #100 2 40 #200 0.6 Specific Gravity, Pine, (ASTM C128) 2.68 Percent Absorption, (ASTM C128) . 0.9 Organic Impurities, (ASTM C40) I Soundness, (ASTM C88) Total % Loss By Weight 3.9 Percent Clay Lumps, (ASTM C142) 0.4 Sand Equivalent, (CALTEST 217) 98 ho .10 Vp lw MATERIAL APPROVAL SUBMITTAL C.W. MCGRATH, INC. •. •. DATE PROJECT # P.O. BOX 2488 EL CAJON, CALIFORNIA 92021 /— 5.- .9.? 3203 SUBMITTAL NO.— 77 .DNEW . DRESUBMITTAL PREVIOUS SUBMITTAL NO. tv/A SPECIFICATION 'SECTION: SUBMITTAL TITLE: 44'#aL . ,cZ441x CaVt 36ty) b-ic l/. OR SUBCONTRACTOR/SUPPLIER: V6 4 REVIEWED BY CONTRACTOR: . JOBSITE . . . . OWNER TAMARACK AVE. WIDENING : CITY OF CARLSBAD PROJECT #3203 .. . APPROVAL & COMMENT 14/2/lOvé2 ,;2' /:;t, .1l•A) < ,41L 44,iJJ40tE C Ok6L( 4tWXE7 w1( F CA,2L!S4i £4 c/f vel 2. 84Ac , A2 To 16F. 3ç 1zAS /ei S/'F4,F1CAr/411 '" 3%t ~. . 21/E B4R,i/ç. .rv,2PACFJ •7ji F44MØ A,Vi0 COV! fN4a eE 4&CII/NEb 41v3 !zi& COi'J s/q4Li. sewr pamO.-. INTO Tfr F44M1 , 4SL. .:u P64,1VIED &.'/7l,4 f cainA47 1 PAM'T 7... F !iuth LJ!J Fuunclr!j 1 989 Inc I, TO: COMPANY:(1212 FAX: P.O. Box 1256 1623 Cleveland Avenue, Suite 200 Notional City, California 92050-0344 Telephone (619) 474-8481 FOX (619) 4/44857 DATE :U— 1'6=~ a, PAGES (Ir].drg Qmw Page) FROM: kg&~..e I 61,9 '- Amnoj AV HIflOS CC:PL :A9 1NS lii SET WEIGHT Frame 175 Lbs Cover. .155 Lbs Total 330 Lbs Am MANHOLE Sim SULItIl I32!J FULIIflJrU •. FRAME & COVER P.O. Box 1254 • National City, CA 92050 • 1'ulephoni: 474-8481 A 1 j—w(M p/w,J r 0C Q000 o o 00 LO0 0O00 0 0.o \o 00 e 00aaci0 0 I \\o * 0a o0 o0.0/1 :: :° APPROVED a c iTj/ oF 26W 4 -- 24W 24 1W 'I, By: Title: V Agency: V V Data: - COMMENTS V 4- - 27 )ur V V V VV V - Cu4i iJL67 V - Geflerallnformcitlon V V V All materials used in MPG. shall conform to ASTM 48-30. Frame & cover bearing surfaces machined to assure close, quiet fit. Castings. shall be dipped in black bituminous paint. • Frame and cover exceeds H.20 wheel loadiflg. Standard cover markings available: "s1", or as per required letter designation #OC9 19V 6L9 .- AHaNnoj Avg HIflOS : C:L V :AS IN3S MANHOLE South I3!j EULII1Ck!j. FRAME & COVER C EM, P.O. Box 1256 ' National Cliv, CA 92050 Telephone- •.. 474.8481 A ... •.. / 2 - -: SBF 1323 (3 Pc) SET WEIGHT Frame 330Lbs Outer cover 320 Lbs Inner cover 155 Lbs Total 805 Lbs 57f2'M g;4 IQ 39W -. 38W I k-- -24W— lii. .. 24'— II APPROVED By: Title: — Agaricy: Oat.; - -- COMMENTS . 1 —t ç1W -. 1 General Information All materials used in MFG. shall conform k/ASTM 48-30. Frame & cover bearing surfaces machined to-assure close, quiet fit. . Castings shall be dipped in black bituminous paint. ) • Frome and cover sxceedsi20,heeI loading. 8 #03E9 vev 61.9 '- AHONnoj AVG HJS1OS C:L 6-63-I,: . :Ag INK (I 'I l.*_18P BARS Lc 3°x 318" 4 1" HOLE IN PIPE TO IEWE LUG ft Aft TYPE 36 R II 5initli Day ratundry F STEEL so P.O. Box 1256 • Nøtlonal City, CA 92050 Telephcns;(819) 48' ••YPE R GRATE L dw DETAIL .A 3"x3/8" BARS 3"X3't c3" TYPE 36 R PROVIDE CROSS WS OPTIMAL 4" CR 6" SIWM NcJTES: I. COFMS TO CALTRANS D.75& D 77-8 & SDRSD D- 16 a 0.17. 7-GRArEsaL1aLE 331*NrY R CR IU (BICYCLE PROOF), 4. GRA1E BLK CR HOT - DIFPL) GALYANIZED. V #OZC9 M 8L9 .- AONflO AV9 WInOS :. C:L : S-63-L: :A9 INS Bag . reuixiru . STEEL W. P.O. Box 1256 • National City, CA 92050 T.i.phoni;(S1I) 4744481 GRATE a. FRAME I . •. .. . ... 1. -- 2'x ;35* et I I it :-.....j STIJDANCHCRS) — FRAMEDETJL (RATE dt 'V/i41 uj6 cs1J load a-c 9.ozc9 VEV 6L NOTES: I. CONFORMS TO SORSD 0-13 a D-15 FRAME 2.01 GRATE G2.GRArE 2.lII'8"c3'_4t' ( 1Arc 2 I1I1b4t,10 All I %IW 3.01 FRAME 2'426x3'..5'8t' 02 FRAME 4'—I2"X3'-5 03 FRAME -1/2'x3-5' 4. ALL PARTS HOT—DIPPED GALVANID AFTER FABRICATiON. AONflOJ AV9 H1flO :PL ZS-6-ZLL. • . ...,. =GENEZRAL ENGINEERING CONTRACTOR Contractors Ucense No. 168197 LANDSCAPE SUBMITTALS FOR TAMARACK AVE. WIDENING ITEM DESCRIPTION . Gypsum - Soil Conditioner: Sea Soil Fertilizer: Milorganite 6-2-0 Fertilizer Tablets: Agriform 20-10-5 Root Stimulant: Sarvon Bark Mulch: "Walk-On" Root Barriers: Root Booster MANUFACTURER US Gypsum Los Angeles, CA MDP San Diego, CA Milorganite Division - MMSD Milwaukee, WI Sierra Chemical Co. Milpitas, CA American Organic Group San Diego, CA Sequoia Forest Products Dinuba, CA Hydroscape El Cajon, CA POST OFFICE BOX 2488. 13080 HIGHWAY 80. EL CAJON. CALIFORNIA 92021 • TELEPHONE (619) 443-3811 FAX 8(619) 443-3459 Contractors Ucense No. 168197 GENERAL ENGINEERING CONTRACTOR *4WI IRRIGATION SUBMITTALS FOR TAMARACK AVE. WIDENING ITEM DESCRIPTION MANUFACTURER Ram Dripperline: Model 08-BRAN-1-18" Netaf in Fresno, CA Emitter-Pressure Comp. Dripper: 12-01-WPC-08 Netafirn Fresno, CA 12" Pop-up/Shrub Spray: 1812 SAM-10-LA-NP Rainbird Glendora, CA Automatic Controller: 2000-12-C, Pedestal Caisénse Mount Carlsbad, CA Automatic Controller Enclosure: HS1-2012-H Hydroscape El Cajon, CA Pressure Regulator: 500YS Wilkins -Los Angeles, CA R/P Backf low Preventer: 825Y Febco Fresno, CA Filter: 3-22 Amiad Los Angeles, CA Master Valve: 4160 Griswold Irvine, CA Flow Sensor: FM1-B Calsense Carlsbad, CA Ball Valve: 850 Wilkins Los Angeles, CA Quick Coupling Valve: 1" 7645 Nelson Los Angeles, CA Plastic Remote Control Valve: PES-B Rainbird Glendora, CA Filter: 4E Agricultural Products Los Angeles; CA Low FldwPressure Regulator: PMR-MF Senninger Los Angeles, CA Air Release Valve: PDV 50 Hardie Laguna Niguel, CA POST OFFICE BOX 2488. 13080 HIGHWAY 80, EL CAJON, CALIFORNIA 92021 • TELEPHONE (619) 443-381 I FAX 8(619) 443•3459 : C. W. McGRATH, Inc. GSEN:E-RAL ENGINEERING CONTRACTOR ..A. Contractors License No. 168197 TAMARACK AVE'.* WIDENING .ITEM DESCRIPTION Flush Valve: 11-09948 Model 7 - Check Valve: KC Series Rain Shut Off Device: Rainguard PVC Pipe: CL.200, CL.315, SCH.40 MANUFACTURER Netafim Fresno, CA King Bros. Valencia, CA W.C.S. Claremont, CA Alertline Los Angeles, CA POST OFFICE BOX 2488. 13080 HIGHWAY 80. EL CAJON, CALIFORNIA 92021 • TELEPHONE (619) 443-3811 FAX * (619)443-3459 UNITED STATES GYPSUM COMPANY - I j$ $011111 VI101I *VIPIUI.. ios ANOSISI ciios.iu 9641111 . :... . . : . : .. . . . . • . ••.. .. . . . . . .. . ... . . . ...• . - •1 CALCIUM SULFATE RAW GROUND GYPSUfl PPOtUCTS 1. Agricultural gypsum 2. Industrial ground gypsum . • .. . . - ,.. 3. Co804 Feed Grade gypsum I ESCRIPTIONt HThR(VS CALCIUM SULFATE (Ca5O4,21120) - FPRTTTt NOT LESS THAN 95.0% Ca3O4,020 . •:WICAL WALYSIS: CALC( OXIDE (CaO) •••.. 32,25% . SULFUR TRIOXIDE (SOy) 44.66% .. • • • : SILICA & INSOUJBLES (5j02) • •. .•. 1.00% . IRON OXIDE (Fe2O3) 0,20% - AIIJ)41NU14 OXIDE (ALP-03)0.26% MAGNESIUM OXIDE (MrO) 0.15% LOSS ON IGNITION (1120) .. •21.43% .. .. . ARSENIC 0,13 Iartp per miUi: I LEAD 14.0 N II N I FLUORINE 12.0 ' I N .;. ...•. ... . •••• TIN • . . . •.6.o1 a EQUIVALENT IN ELEXENTAL SULFUR 17,20% EQUIVALENT IN ELQW!AL CALCIUM 21.50% -' TYPICAL ARTICLE SIZEt MINUS 100 MESH 90-9% mm. ]ELK 1)FNSITY1 55-65 lb. per cubic root gPPXnG POTh'ri PLASTER CITY, CALIFORNIA ACXAOINGi. IN 80 LB. )4UTJTIWALL PAPER BAGS. ALSO SKIPPED IN BULK COVERED HOPPER CARS AND TRUCKS. USES1 • •: . . Agricuituml use as soil amendment correct . • . •..• .•. . rd clay, alkali or salt soil conditions. provides essential calcium and sulfate sulfur nutrients. .. • •, ... :• 2e varking athletic fields • .• : . .. . Filler mterial for coecial and industrial compounding applications. 4. Formulating Cattle r'uninate feeds, I., I L'W 1t •? ,I .'.'J'W'I.. ..------ Saving 25 to 40% in wafer use Both field and greenhouse teds have holding capacity of the soil. What, this shown that SF.A50iL saves 2596.40% meare is that if the soil were Irrigated at in water use. SEASOIL contains alglntc one Inch of precipitation per week, as is will, a humectant that holds water In a typically done for turf areas, much of steadily available gelatinous form. the applied water would be held is the SEASOIL holds almost three times its rote sane by the SEASOIL. This water. swap capacity of stAsoll. translates weight in water: this high water. holding capacity means that less Water Is lost into a typical water savings of $530 tfvouqJt evaporation and percolation '$850/acre/year at cement wale, rates. so that in 3- 5 years the SEASOIL ac beyond the root zone, and hence more water Is asailsitle to the plants. if tuaiiy pays for itself in water savings alone. Moreover. SEASOIL is very high 'a14'cubic SEAsolriiused at the rate In nutritional value. and the savings In yard,/IOUO square leer. it allows the fertilizer coils realized by amending with soil to store 0.91 acre-Inches of wale, SEASOIL are even greater than the above and beyond the nonisid water water sautmi, lust mentioned NC Cay aol!s are easily broken up into rIch, usable soil with Seasoll. A Is the untreated soil. 0" has one application of Seasoll rototliled In. 'C" contains a second application and "D Is pure Seasoll. The return of natural soil Jiova and of worms Is enhanced in the amended soil. ICR. Pa, . Helping Ihi. li.n.sv (..,o! FEBRUARY 15, 1987 Thee, years ago. Marine Develop- ment Products of San Diego announced that a new "miracle product" was available which would amend the soil, Improve H with the organic matte, and would save at least 25 t040 percent of the cost of icrigation. Seasoti. • bypro. duct of kelp. Is 50 percent kelp and 50 percent microscopic petfite (volcanic colt). MDP said Seated is "the only xestacaps product to meet the needs of an industry that will have to become more aware of water management for Its survival." Farmers have used kelp as a fertilize, for thousands of years. The kelp In Seasoll contains alginic acid. When the Seuoll around a plant Is watered, the alginic acid and the water form a )eilo.11ke material that retains moisture around the plant. Thus Seasoll holds three times Its weight In water. For every cubic yard of Seared that Is tilled In per 1.000 square feet. the moisture- holding ability of the soil Is increased by 143 gallons or .23 Inches of precIpIta- tion. That means less tnlgatlon while plants receive the same amount of wale?, The pedite In the Seazoil will stay In the soil almost permanently while wood byproducts will decay quite rapidly. eventually returning the soil to its previ' cue condition and requiring continuous and costly maintenance. SEASOILTM LANDSCAPE VETERANS TALK ABOUT USING SEASOIL (Continued from Page 22) Traditionally with enough wood byproducts and chemical hirtill' revs, the soils can be forced to sustain life. MDP said the combination of the quality organic matter. polite and the abundance of the humectant algin give the contractor a far superior alternative to the traditional wood byproducts. fertilizer regimes. Ralph Wrigley of San Diego. a 30 year veteran In the landscaping Industry. is so enthusiastic about Seasoll that he regularly asks architects to change theIr standard wood byproduct regume to one that would Include Seasoll. "The quality of the end product is worth the xtloht inrr.ase of the Initial stied with its ability to hold moisture on slopes. "We rake it in at about one yard per thousand. The ability of Seasoil to hold moisture helps in the germination and really helps the plants get started. It also cuts down on erosion of the slopes." Enright said. There are many other benefits of us-ing .SEASOIL husides its water-saving water-saving ability and it, hiijh nutrient value and low, effective cost as a tziil amendment. These include its excellent ability to form humus and convert the soil Into a healthy natural ,ir.litlIlL State where earthworms fIlial help aerate the wilt and beneficial soil nhlcr.s'urginhsms (that are crucial in making nultivitise available to plants) care thrive. Its humustorming ability al'.0 helps to keep fliv soil ln.ne anti friabt,,' and opens up the pore spaces in the std. thus facilitating aeration and drainage. Moreover. 50% of the dry wright of SEASOIL Is microscopic perlite (volcanic ash) which also aids in the per-cnlannn of air and water through the trill. Petite is inorganic and therefore dues not break down like typical soil amendmuznls, so that its beneficial ef- fects on soil structures are bug lasting. The mwr.upic perlite hrt.. Ili .iduld nihanlaw that it seems tu kill snails and slugs Itry destroying their dugestiec tracts through itS abraslee actii.is when In- gested). Sun Country Lanulscapi. of San Die. go uses Seasoll i'sriusivly. Its main marketing point to the home owner is SeasoN's long-term .'ffecl on the land. Nick Marilee. a di-siiin runsuiliant for Sun WHAT IS SEASOIL Since the beginning of tim., somewhere between filly, thousand and live billion years (depvndiiiq on who you ask). the rain, and In recelit histrsy man, have been eroding the mineral wealth of the land and have transprnterl them to sea. The natural recipient of the tends wealth has been the oieen and its millions of varieties of plants and animals. Kelp in particular thrives on the run-off from the Earth The Earth Is rapidly rsasntng out of petroleum and soil and many experts feel we will exhaust the sail foss. The use of kelp dates back to the an- cient Rotnsns who dug seaweed into their vegetable beds before plantIng More recently the help beds along the California coast have been harvested by oceangoing swather,. which cut the plants three to four feel below the water surface and cern,, the Cuttings to pro-centers plants on the shore. There, e9a1n, a natural thickening agent with many food and Industrial applications. is extracted from the plant maswtal A by-product of this process shows con- siderable promise as a soil amendment for 11rr0v1n9 plant growth. Research has been conducted over the past 51* years in San Dingo. River-side, Orange. and Imperial Counties is Southern California to evaluate the benefits which the material arçaits to soils and hence In plants growing on the soils. Greenhouse esprnments hive been conducted with veqeisides and or' namental flower and foliage plants, and field experiments have been net with vegetables and fruits. comparing the material with more conventional pro. ducts such as chicken or daisy manure. as well as inorganic fertilizers. Ills no secret that San Diego and southern California soils are some of the worst in California. The dry, hard soil lacks organic metre,. Without help, only the hardiest of plants can sustaIn an existence. Continued on pope 42 Country. said."Seasoll gives us a marketing edge over the companies we compete with. People want quality and are willing to pay the difference, once the options are presented.' A-i Topsolls has formulated a light-weight mix with Seasoll that was used by Term Firma of San Diego In the Noble Court Project of the La Jolla Colony. D.L. Olsen of San Diego used the same mix with similar results in the court, of the Coronado Landing condo-miniums. Alan Roudebush of A-i said that their mix will soon become the standard In the industry. "The product works and outperforms the competition and the algluuc acid holds the water so that you can cut your watering down to once or twice a week." Riuudebush said. Escondido Ferriliaer's custom nursery division services more than 50 of San Diego County's nurserie, with their Seasoll mixes. John Rutherford of Coll-irk Growers of San Diego. credits the higher quality. greater production and less labor and material costs to the 'wealth of micro' nutrients that are In the Seated." Jim Antonawitch of County Wide Landscaping In Garden Grove. Calif., now exclusively uses Seasoll In his palm farm. He starts plants in one-gallon containers and transfers them to 15- gallon containers, skipping the live' gallon step. The ability of Sensoil to provide the plant with the right combin- elton of nutrients and water is the reason for the faster maturity rate. Antonawttch said. SOIL FROM THE SEA This kelp byproduct holds water near the roots and helps fertilize plants SEASOIL WORKS BECAUSE: Ifl.owers plant water requu..m.nls 25.40% because of the again. SeaSali Ii the only commercial product to have U. 2)SeaScll is organic, not synthetic —I promotes the natural growing process through bacterial flora and woerns. 31Contzutes nutrients and micro. nutrients in a form the plant can use "The ability of Seasoll to hold moisture helps In the germination and really helps the plants get started." Investment. We mare than make up for Seasoll Is not bagged and Is only it In reduced cost of plant failures and avallahic lie bulk form In San Diego and maintenance. Since we maintain a bang, C a nearby counties. Although long hauling percentage of what we contract. H Is In the bulk material Is expensive, the our Interest to put effort into long.terns benefits of Seasotl In setiscapung may quality." Wrigley said, r make the product desirable in other Dave Enright of Elegance Landacap- areas. For more Information on Se asoll, big In San Diego has been using S.asoil 'i" ,it aur, 5,51 -r — . .0 50% difnexesilss s,ae.it vs. S..I.JI for two years. He Is particularly impre' pnasa.weatmonra. ahead tamazurstrasiuswh bob piaee.e,eoa,s.jei the mine area. write to MDP. 1835 Guy Si.. San Diego. CA 92110. as call (6191 29b- 8896. ORGAN1TE APPLICATIONS SOIL PREPARATION -. The purpose of good soil preparation is to promote beneficial root growth for the newly transplanted tree or shrub. Well-prepared soil will provide adequate drainage. moi!4ure retention. aeration, and the proper degree of soil acidity for the plant material. is. rhododendrons. azaleas and pin oak trees prefer acidic soils. The texture and composition 01 the soil allects drainage and aeration. SEMM Propagation Beds: Propagation beds are mediums high in organic matter used by nursery growers to start trees and shrubs with seeds and cuttings both rooted and unrooted The beds are usually blends of soil. sanct peat moss. vermiculite and perlite.Milorgarilte is recommended as a starter fertilizer. It will not bum foliage or roots and it helps promote excellent root growth. Furthermore. it is an excellent organic soil con-ditioner. Shown below are some typical applications. Seed Bed- 25 lbs Milorganite per cubic yard of medium. 6 Unmated Cuttings - 25 lbs. Milorganite per cubic yard of medium. 6 Rooted Cuttings - 50 lbs. Milorganile per cubic yard of medium. Simply uniformly mix the required amount of Milorganite Into the medium pile prior to the actual bed formation. A minimum of Milorganite nutrients will be leached out of the bed alter it is formed. New Ptantlng Beds- On mass plantings in beds, use lbs. Milorganite per lOU sq bet and work into the soil prior to planting. £rarisplantlng ContainerGrown Shrubs -Shown below are the quantities of Milorganite that should be loosely mixed at Ihe bottom of the hole when the shrubs are transplanted from the container. Three months alter transplanting, two lbs. of Milorganite should be hand spread under the plant as a soil topdressing and lightly incorporated into the soil. 18' Shrub I Gallon Container 1/2 lb. Milorganite 48' Shrub 7 Gallon Container 2 lbs Milorganite Evergreens. yews. jumpers and arbor vitae should only be fertilized in spring. Foil fertilization can stimulate new candle growth which is very tender and subject to frost damage. Established Shrubs -In shrub beds, scatter Milorganite using 5 lbs. per 100 sq. ft uniformly over the soil surface and work into the soil with a rake or hoe: or. for individual shrubs, apply Milorgarute at a rate of 1 lb. per shrub in the area where roots abound. Three cups of Milorganite equals one pound. a 3 lb. coffee can holds 5 lbs. of Milorganite. Milorganite the Natural Organic Fertilizer Activated Sewage Sludge 6-2-0 Guaranteed Analysis Total Nitrogen (N).............................................6.0% 5.5% Water Insoluble Nitrogen 0.5% Water Soluble Nitrogen Available Phosphoric Acid (P305)...................2.0% Soluble Potash (KO) ......... 0.0% Iron(Fe) ............................................................. 4.0% Nutrients Derived From Activated Sewage Sludge Milwaukee, Metropolitan Sewerage District Milwaukee, Wisconsin TREES A healthy, fertilized tree looks boiler. grows faster and withstands Insect drought and disease pressures more readily than a non-fertilized one. Fertilization maintains a tree's vigor. In addition, the Iron content in Milorganite promotes the development of chlorophyll which maintains the dark green color in the foliage. Transplanting Container Grown Trees - Shown below Is a typical application rate for transplanting trees. The caliper (diameter) of the tree is measured 6' above grade. If over 4' In caliper, then 12' above grade. 4 fl. Tree 3 Gallon Container 1/2' Caliper 2 lbs Milorganite 10 fl. Tree 7 Gallon Container 1-1/2' Caliper 5 lbs Milorganile 20 R. Tree (B & B) 3 fl. Diameter Ball 4 Caliper 10 lbs Milorganite Three months following transplanting, band spread an equal amount of Milorganite slightly past the drip line. One benefit over other methods of fertilizing transplants Is uniform distribution In the root zone. therebyenswlng uniform root development. Roots have a tendency to grow toward localized nutrient sources. With Milorgaritte applied uniformly, all roots benefit and develop property. Established Trees - When applied around the base of trees. Milor-ganite does not harm feeder roots. Milorganite contains no salt. Be-cause of its slow release properties, a minimum of Milorganite's nutri-ents are lost to leaching. To fertilize. make holes under the dripllne fl,s• Use these as a guide for punching evenly-spaced holes to within a foot from the trunk. Also add a few holes beyond the drip line so that new root growth will be fertilized. The holes should be about I' in diameter, 12-15' deep and spaced 2 feet apart. A soil probeworks well for this purpose. Use the following formula to determine the quantify needed - add these three figures together: Height of Use In feet Branch spread In feet Think circumference at base, In Inches The total represents the number of pounds of Milorganite needed. For nutritionally deficient trees. Increase quantity 50 percent. Fill the holes with Milorganite to within 4 or 5 inches of the surface and cover with soil and sod. Smaller Measurements - Three cups of Milorganite equals one pound. A 3 lb. coffee can holds 5 lbs. of Milorganite. For more information. phone or write: uilorganfte Division - P.O. Sex 3049 Mllwuuk.e. WI 53201-3049 (414) 225-2222 MilorganitO JUL 1989 2851-1-2(12) RECOMMENDED APPLICATION RATES FOR AGRIf OHM PLANTING TABLETS 20-10-5 SIZE OF PLANT USED FOR SIZE OF THE NEW CONTAINER LANDSCAPING ON LINING-OUT WHEN POTTING-UP ON SHIFTING 21-Gr.m Tablet 10-Gram' fl-Gram _21 b1 -Grim T. 10-Gram' 0-Gram -. r Jia. -- .ilOmM . - -r. r,. N& ?A SPsie 6,105 - Q* Can Can Can Lai.1v0s SasiaS canwlwas Can Can CM Can Lagslu0s 301 ft Planis P1,11 5 Plan's 5ous Lrs snsu •Ini 'ins Pan's la&.i CISIUIIV It01 l's? 21.3 3ieS 1112 1TIi 1I l's? 1 2113 3115 tr-'i.I 1112 11.2 1"$IMlis Ta'sms Tiis 2151141 Two Tuis I Iris Taos's low FEEDING ESTABLISHED TREES. SHRUBS 1*11111 21iriln tablets around the driIlm. use lie? 1151115 tor s a c s ¼ 1 . 5 * 01 Irea lnn* diameter 01101 each 11001 Of IislQht 01 ipisad 01 slvubs. bill 01 HOSES, AND LURE PERENNIALS bfp peru.aIs. sink 135114$ S ml kiciue dsp. NOTE: Ilas the 515115101 lbs brad rise uSee p1151k15 .*islal 5111$ 01 V01111111110111% tau gro'sm IØac*I. SPECIFICATIONS FOR STREET AND HIGHWAY LANDSCAPING PROJECTS The 1Iu015 wWon( dawlpuon it IMXWMnbd 11 1.$IUS the sallitactory issubi wsl5* Can be owned only by Mill a IonQ-lasl51g. men-0u 1 0 1 0 5 O s U z e r lisal we 5$ Awoom Pleadop TaIsts 20*5: tk$ Te1401s—Planllng Tablets shall Os IlhtIy simpissisd. I o m g - I a s U n . Isei11N$e IsmUlizer tablets wslflhliQ bmwsan S am 25 51Mi1. 1101 poteetlal acalhly 01 is owe titan S perceet by 'sips and havinq an analy s i s 0 1 2 0 - 1 0 4 Opitwad ba's lIe soulos 1111501. VIe wowiq gueranisad analysis: AaIwOss PUSTING TULETS will's IUMM1110 AMALT$l$' TOTAL 5TIOG (N).......................................20.00% Ositwad (mom wsnnhldsbyds 7.0% West Soluble Nikopen 13.0% Water Insoluble 0t0p5s% AVAILASLE P**OSPI(ORIC ACID (P20aJ .................. . . . . . . . . . 10.00% vIv50 (mom caiclwn pliosphali GOLUGLE POTASH K20) ....................................SODS Osihed from potassIum suiWs Cnsesd Calcium (Cal ....................................... 2.00% iPrsd from calcium phlosplises mosnadSudw($) ....................................... . . 1 . 6 0 % iti,s4 from I51(0uI and potassium v'ta'it lisA (eapiSisod as elemental Fe) ......................... . . . . . . . 0 . 3 5 % folbvsd trofll Isirous, ilillahl mjsniJaI Acletty: 5% or tOO Lbs. Calcium Carosnama Equivalent For Ton. In 150 "MINn%,.m G.'seant.sn A.'sI,sI The 150151 sallnlly (salt eftsct) at an *tUorm Ptanllnp Table t I s s a n s m . l y low (about 1120 that 01 anvltonlum futile) so Utah UI. ma 01 bulnlnp Is virtually slWlnaisd. This Is evklsncsd by the (act that Ma0y ntot syst e m s d e v e l o p a s 1$ PS's IIiID 01151150411511 wIlt lbs tablet. NOTE: 111101`09110 uhlivS bell feluits. Vi fK0111111101111311011111 bsbw should be trilan into plans and sp'flnalkins and lailowod closely by the a n d i C a p s ban W. k bit. I, sis'-v slack: PositIon the plant In the hole and backilli no twjhst Ihan hallway up the fool ball. Place isis rscomtnwdsd n4unOsr at tablets evenly hound the psknsi.r 01. and bnmsdia*My $IlcsnI to. iSis moo t b a l l iii olpin 'slush is blwun the middle and lii. 050cm 05 Vii fool ball. C o m p l e t e w e lackldllap. two. and water. 1.50 pesslcevsi plants, Poslun the plant In Ii* hole. then Dacklill halfway. hid no arnie. Paw the 11050 ImmedIalily adjacsnl to the fool ball and at a ospin Vial Is Oetwssn Vie mudis and the bosom dIM (is bali. Complete b s c k u h l l n l . Ism lbs aoL and wate(. TABLET PRICES AND INFORMATION ON OTHER AGRIFORM FERTILIZERS Writs your dlstrlbuloi be press. Ask be prIces AN spscltications on Vi PlUlU SmORIP. AQritrn *112 (+1151) Iii it4i1s Pit h$m' 0882/3M -- HOW AGRIFORM PLANTING TABLETS WORK Thue compact. sasy.toisie tortills.r tablets e1 'i'ste the need for measuring entail quantities of dq mstsrials. will Provide a sate. scientifically compleo pleat food which lasts up to two years. Planting Tabl.i. IV) she continuing used of all plants for a full range at major maulonis. During the first year of establishment. she demand for plans food is not great is tunis .f pounds of nutrients. but cootiiauAy of availability is critical for the development of "..lthy toots and vigorous top growth Urea•tormaldshyds is the total nitrogen source. supplying a reservoir of prolongedr.l.ase, nonk,achütg nitrogen so the plant roots. Adequat, quantities of available phosphorus. p', and iron complete the formula and provide as ample reserve of all major elements. Soil bacteria acting on the surface 01 the tablets gradually convert the slow-relans nutrients to e form that can be absorbed by the roots. The rat, of conversion varies with the soil temperature. just is a plants requirement for nitrogen varies with the nwin of the year. £gvlterm Posslos Tasoss an rnan.aclu'.l mew U.S. Ii's Casod11n P140w. IMI..slvelp of. sm i Sierra Chemical Company 1001 Yosemite Drive Milpitas. CA 95035-5494 Asuibuesd by: Roots completely snrvouad Agñfarss PIsatà Tablets to - up the auUwats that as gradually v.Isusd by the orison of soil baciirao. The absorbed nutrients we (rena-- throughout As plait by IAs sep stream. Nat.: Assst tablets do sot iaoiv. coisasqusnUy, table" ussy se-tea their shops own Off a year or tvio in IA. .oi& while rs&saáng nutrient. at th, do - fired ret.. LANDSCAPE CONTRACTOR &€vt€w VOL. 1 NO. 6 - OCTOBER 1985 Lmulwaii.. Cnuit,..do,KV.1rw P wI:l There are several chvnscal and penvt.dtib "ii , he lusarkal 11,.. i Won the block usa product calle.1 bowull, by Amerucaut Organic Markeuuig (siuup. Simon Is billed as an organic soil actrvalorpvnutuanl and a pronlaea to be tows than lug another wenung agent. Sarvouss active penetrants ap- p.- to be equally successful at cisirec-lung pioblutmt on both hydruplutibuc and cumpacied souls. NYDIIOP1IOBIC SOILS Hdropnulisc sod conditions occur when wale, lust suit on top ul thur soil and ds** or 'runs oW she surface with "or no penetration. This cued—Iran is uhurit caused by a number Of reasons inciudtuiy heavy thatch bull up an lawns and insults or peat moss build-up on fltiwe, bird, and planters. Water may sit on the. surface and evaporate o, runoff without propel penetration to this tool lyltefli This sin' (ace moisture lose is without benurhi arid alien haves accumulated mineral and salt deposes that will serve to cur.s, posindlhe problem. In-ow teal aieas Ssrvcis performed (hatleily by reducing she antico tatwern of waler and ellowitig a to peilalrala to this root level as dramatic uI. We us' ad planters heavy wilts redwood plant mulch top dressing SoIl probe saniplus 8 to 12 incItes of easy puurwueonn vuftere 3 to 4 incItes of penetration had been the noon. COMPACTED SOILS Pliofuly cusnp.ciad soil conditions, usually create a kiwi of related pa- Mom. Hard pan areas, day and ealiche sodi we usually contpouiudurd by ac- cumulation. of salt. ted) sodium. boron or have venous pH problems Impaired I.uwtlaIuniuu and plait Juauisaga us the main amtdsttoe in healthy plant growth. IS*. Art,cI.. Why On So Many Plants by E Robed Buchowuky. Hci' licuhural Nutes. ilwwhers, as uhus issue.) Piuper iruuuattare and nutrient pirrcolla' lion tdzainegej through the said us a key element In plant development Our test results on compaction were short mA miraculous We tested Smsrvun wit a heavily compacted dope. Our test slope was a long nirgJurctmrd site with rapidly dying ice plant With 5 minutes W walumuug we experienced severs "runoff" and-erosion Our lsrsi upphcaiiun of Suwon netted ti inches of toil penstualson with little ruutull by Use filth watering one record' iii greatly etihanced soil pen.tsaluon of 10 utchirs Two more applications of Sarvoum allowed us to penetuate out pro-be to 14 incItes without surface runoff or evidence of erosion. The real "payoff." however, came In the loon of plant recovery arid develop. ttuefl5. In a very shoit lime the dying its plant began a vow rejuvenation process. The Suwon delivered what the label had promised. The organic enaynws and biological bacteria "activetois" In Use formula had revived the dormant nuttuents, in die will giobig the be plant Is second chance. With the proper e.wvanm.nt -the organic ensyines and bacterial activators encourage soil oryanums lii change the physical sod condition, converting the insoluble and unavailable nutrients Into a form that plants can use for healthy gaut Masketing Group, said that Its organic activators also Increase plant uptake of lsrlilite,s and nutrients. "When planting from containers. lust Ill the hole wilt water and add a little Saivon to the water, about two table, spoons to live galloitsof w$tet." Wrihley said. "U's cheap Insurance to prevent the plants from rolling IliaC hales." Sarvon helps aerate the and. Improve will conditions. Increase water penetra' tw45, relieve niotstuile and plant stiesa, adilvete dormant nutrients In will. and promote diaper root penetration. In addition. It is nontoxic to soil, roots and plants, biodegradable and non-polluting through bacterial action. Although the dlsirthtitcr. of So— redlty cal it a nUtacha product, further .lesiung Is being dom to confirm Sir' suui&s value. Field tests by various contractors seam to uphold the claims of the Anvoteeri Organic Marketing Group. As more people us. product. S.rvon may Indeed become a regular staple In the landscaper's bag of tricks when 3glrung the problems of soil compaction WA root daveIoptuenI. In the maiM' futrither It appears that the bactenal acrn- Ivalums" at Sarvun pluimotes a decom-position of available humus helping I. further brutalu up compaction as the soil. Al this time several contractors and interested Industry people are es perimenting with Sarvon for their ayes unique purposes and problems. Sarvon Is being tasted (or its poteuttial upflukroses in hydro-ssedtnrj as a gui miruatloit ic tivator and moisture rviCnlloul qualities. Local landtcapum maintenance com- panies are using Sarvun in various ways to help out labci, tIme and equipment wear and tear. Dean Garcia of W& Mesa has been using Sa,van 10 two hInt usith hIs rutodlling protects. "8 you ever tried to do any eatthuusodi In ha Mesa you know what you are In (or" said Game. lba Simon made the will so easy to work with, the llllei wurni through a lilse butte,," Such a product can be in - strums" In saving line and watetings. not 10 menden equipment wear end leaf. Garcia ie an happy with the product lie hastes neigitbor, usangs. lbe stuff was helpful when we dug our a tree In my swoms yard. II made pulling the roots ow of the ground a lot sailer." Fasbanks Ranch had some unique pro. bleats. Pat Logan. Landscape Super' vber (aced the tough decision of leanng out s complete area of planted or. nainental,. turf and trees because of es Remedy hard day will conditions. Coil Of isconstruciron was high on lot looked for others solutions When he heard about Satvon he decided to give Ca try as a ha, ccii slenuatus.. lisgiut away we ettperlanced a radical change. percollabon was Immediate. much bailer than the many other pro' ducts we've tried In the post." exclaimed Logan. "Plow I have an opportunity 10 build-up my and slowly without having to tearotil Its, whole thingt" Logan admits thai its too early to id who rise long term results will be but he is hippy wish the potssbtliliea. He In. vied its to check isids Mm agsin and lw'ssp on his progress. We will... MaVOIS AS A SOIL PU4ETSANT To elnimodie. Us, but application of Saivon. Itss product helps elI types at and to hold seater by breaking die ow' (are Iarelon of the water allowing great ower penetislbes pe, cube (ow Smaon helps diminish the effects of evaporation and ninoff. Ills formulated to ftgfit soil compaction and and erosion by .nhendiig will penetration. It pro-motes pemccllailon and soil capillary ac lion to Induce proper drainage end pat' tic', —. SARVON AS A BIOLOGICAL SOIL ACTIVATOR As a soil treatment Satvon I a I.i..ilr.i acilvatci that brings to We dormant nutrients In the soil. II helps the plants' Intake of fertilizers and asatnerits Sauvon helps make natural plant foods, enzymes will bacteria more available to plants, trees and vines-Il yield& greene, Indus plant., promotes seed gmemtna. ties well facilitates plant pr"p"r. S*RVON AS A PLANT AND. $ThRU ASENT Stevan promotes and water retention (a, late plant wasst on hot days—ideal help under drought conditions or Ink,. qisent welerings. Permeability ci soul conditIons facilitates root growth and root penetration diminishing root Mass. (helps prevent "root binding" end Samson is bto'dugradable and non' polluting-h I water soluble and cars be tnlsed with any amount of wale, or Ii' quid (atillisen arid does not require aa11an to remain in solution. Sarvon I non'IoeE to sole, roots and planie. C I non.pobeumg. non' volatile and non' flaititnable. If wont harm earthworms or soil bacteria and is sale to site now Iak.s and means. NEW ORGANIC SOIL ACTIVATOR 'SARVON - TM SOIL PENEThA&1 WITH A DIFFERENCE Sarvon Continued /rain page 16 The lawn on Omits Avery's home had been plagued with problem areaa for mac. than two year.. Avery. a San Diego attorney speclalitingin real estate devekspmanl and management, said he I had tried everything, but nothing wac' -bed. I couldn't gel the grass to talus hold." he said. "Tbe will was slippery e,id clayltka." A friend gave Avery some Stewart-Amy mused the Samon with water AW sprinkled us on those trouble spots. "I have grass there now, it can be mowed MW everything. Ths is she u.s time re gotten the lawn to grow to area. what. C never grew before," he said. "Its the beg coverage I've aver tied. I only liked I (out to five w.elis ago. I hop. C really I'm.. The product ti also Instrumental In rabavtng plant stress. Is helps all types of and hold wale, by breaking the surface lanruon of the waler, allowing gr.aow wile, penetration per cubic fool. Be. cause of the Increased water retefliton, plants two lass plant sties, on hot days. Sarvon's dlstrikvlor., the Atneticsn Or - PHOBLE,MS WITH CUMPACTO SOILS III 'RIGHr AWAY WE WERIERCED RADICAL CHANGE PERCOLZATION WAS IMMEDMJE, MUCH SETTER THAN THE MANY OTHER PRODUCTS WEW TRIED IN THE PAST. NOW WE HAVE AN OOR1VNflY TO SUILD.UP MY SOIL SLOWLY WiTHOUT HAVING TO TEAR GLIT DIE WHOLE TWNGr AMERICAN ORGANIC GROUP IUS Quip Stt..t San DIego, CA 92110 619- 296-8896 L'TJ • .••.4 5QU0I4 ORCiflo BANI trjs Puijtie Sue) grad.(fj,jt l'fiuci, wrerni .parIiol siz. 10 provide e* pwa1 for wiely of snd r 1 I 1 LQUOJA DECORATIVEtW1 1W i nv P,,i,d. .;.i A.. , - 4 SOIL COISITION5R TQP —551 C : . t.:31.'. f DRESSING •' ei an C. : • •.L..' : 4 • TURF.N.)EE SEQUOIA ATUMU Particle Size) Is recom. MAGIC HUIJS .... 'mended as a seed Goveqpg for . ; w1 4" Pç1 iie) A'Jasie I- '".,)eW lawns for ffi -home 3 Inch, 4ucwu.ji Long owner.".Will help reJuvent •c lasting hja4tc pc?sjqç us. old, tired turf when applied ,' In blcndrng'pottipgji, Also • as a top dressing. Excellent to * used as a IpiF1' 2 and'3 Cu * use when planting ledding F Sags , — Plants. 3 Cu Ft Bags ,' i... • • • • : • --. • • a -_ . V • I iIig -. '• •:. v. • • • Humu • . S W. F42 •••.•;i .'', I • p :. -:.-•'tjJij yr y •••. ••. • :lIj t .. - - IL •, • —• ":f j • •• _• I•*w . * •, ,. I •. It ••.••. 04 ;... . •' FOREST HUMUS .' • ' GARDENIiJMU$, RK '-J ' 'v i ' a (0 '4" Particle Size) 04rk sil ' "' O9Q' Parsic4sjzc) 8a4 sod 't i ' t'4 Ond1tb0n5r witl iron4 wetting '. agent and nitrogen added agent and pitrogen ddç4 i..nitin 2fl.pr.tII .f..... .?•.• •.. •._,:I. - Fig. I Fig. 3 ROOT BOOSTER SHEET MATERIAL INSTRUCTIONS Measure circumference of root ball. Example: 24" x 4-96" 36" x 4-144" 48" x 4-192" 2 Round the total up to the nearest foot, or to next gap between ribs in roll. 3 Place the scribing template at base of material (between the ribs) and pull upwards, cutting a line, bot- tom to top. (SeeFigure 1) 4 Bend at this scribe line In opposite direction than material Is rolled. (Figure 2) 5 Apply glue from top to bottom along one edge of the extrusion. Install extrusion to the end making sure it slips on completely. 4 6 Apply glue along other edge of extrusion and Insert the, barrier Into it. (See Figure 3) 7 Place Root Booster barrier in hole so that top edge of material is at finish grade. 8 Water and backfill tree with amended soil and fertilizer. Place gravel around exterior of barrier. H COMPLETED ASSEMBLY I I t,.i rua I A1010 9 &31I I I I I ,u,ii "Mails MTMOI , ia ,uriu I 1PNOUI.fl I U.S." I 'MS 15,5w I I,." I ss.i II5,IuU 1 1hh,1 I fua5,Ij 75,55114 . I' 1 lIl I . SN Istirl 151551 l.IIIaS3 LO-111 PIKE OARRJIR ROLl. ( 060 I 3600 25 35 6500 30 20 70 7 echLi*ne Self-Cleaning, Pressure-Compensating Dripperline. 1/2 Features & Advantages Installed above or below ground for-irrigation of shrub and flower areas Fully pressure-compensating design from 7-70 PSI (max- imum recommended work- ing pressure 45 PSI) Unique flow path and contin- uously self-cleaning design resist clogging Easy to install and design new systems Simple to retrofit existing systems Flexible tubing adapts to any bedding area shape Netafim '!èchLine'M is the result of years of research and development in pressure-com- pensating drippers. 'lb assure uniform output, this state-of-. the-art irrigation product incor- porates a precise and dependable independent pressure-compen- sating mechanism, plus a 1i responsive free-floating diaphragm. As an aid to consistently healthy growth, Tech Line resists clog- ging problems. A continuous self- cleaning mechanism is built into the diaphragm.A filtration system on each dripper keeps din out. Flush cycles are automatically actuated before and after irrigation. Ntafim's unique design helps rule out root intrusion. And dripper spacings of 12' 18' 24:' and 36" provide use in various soil conditions. The systems' sturdy, self- contained, one-piece construc- tion assures high reliability and ease of installation. The dripper is integrated into the inside of the tube. Both the tubing and dripper housing are manu- factured from high quality syn- thetic elastomers to withstand chemicals and fertilizers. Innovative design, superior materials, computerized manu- facturing and tight quality con- trol make this a highly reliable and exception- ally durable drip- per. Netafim's manufacturing variation ii factor is the lowest in the industry for a pressure compen- sating dripper; its CV value is a mere 0.03. 2602 E. CIi1Ornk Fr,nu. CA 93721 NETAFIM 548 N. Douglai Ave. Aftamun!c Springs, Fl- 32714 Pt,unu: (209) 4423115 FAX: (21)9) 442.3110 The Unsprinkler System Phone: 407) 7486352 FAX: (407) 2'029 Recessed Chamber Dripper Outlet Dlaphmgm Retainer CROSS SECTION The dripper's water inlet is positioned so that free flowing water enters along the center of the pipe.Thls approach keeps sediment out, especially between opera- tions when no water Is flowing through the system. Pressure compensation begins when supply pressure reaches? PSI. At this point, the diaphragm responds to varying pressure by regulating the discharge opening in the compensation cell and creating a constant pressure differential across the labyrinth. When the factory-set differential is reached, the diaphragm stabilizes. Since the fixed passage 1ayrinth is always subject to this pressure, flow rare stays constant. Particles that could clog the dripper create back pressure and push back the diaphragm, initialing a. continuously cleaning and flushing action to clear the regulating chamber. Clogging is pre- vented and the full nominal flow rate is quickly restored. KEY SPECIFICATIONS Dripper Discharge: 0.61 or 0.92 OPH Pressure Compensation Range: 7 t 70 PSI • Dripperline Diameter: W' OD — OD — 0.67; 1D — 0.57" Dripper Housing Size: 1.61" Lx 0.42" W x 0.26"H Dripper d11char1 mle vs. pressure fliiNuRiiva F F j;T FiF;T fUji T.chLlmm Water Panage Dimensions: Dtpsr 01$I Widli Ian9t8 ISPIl) r) I') Ii 0.61 0.048 0048 1 0.610 0.92 -. 0.052 1 0.052 1 0.610 hLIne944s1ftzlmum iscemmendid laMet length as liii WOund (ft.) InI.1 Plisiws 11081) Odpoaii_____ __6lslanuS.tssa ir is w 3r It 2531192 3N 297 1 462 13" U15 475 25 - 326 248 603 382 584 444 795 606 35 376 285 580 442 675 612 210 700 46 412 313 637 45 740 664 1025 750 OIINSt ouscitstus CIIILOPK 0.11 0.12 0.61 052 —_ 161 0.92 0.1* 0.92 70 FITI'INGS FOR TECHUNB?W DRIPPPERLINE 180' WAY ADAPTER O"FPT) 12.11.30020 F ELBOW .12.11-30055 TEE 12-11-30555 0. 2•WAY ADAPTER (W' MP'F) 121I-30V20 COUPLING 12-11-30001 TECHLINE'TM DRIPPER PLUGS 12-11-30006 0. MALE ADAPTER MPT) 12-11-30101 MICRO-TUBING ADAPTER 12.11-30008 E. FIGURE EIGHT LINE END 12114I9002 4 ____ 4J -._ . . emw Ono I. jLY WPC PC ' NETAFIM The Unsprinkler System 1/, wPcT TechRow' Pressure Compensating Drippers. Applications Pressure compensating single outlet drippers for point source water application to individual plantings or container pots. Features & Advantages Unequaled flow passage design regu- lates now and provides self-cleaning action Full pressure compensation from 7-70 PSI (maximum recommended working pressure 45 PSI) Anti-siphon operation keeps con- taminants from being drawn into piping. Netafim's technologically superior drippers employ inno- vative design and precision production techniques to ensure maximum performance with minimal manufacturing variation. Netafim drippers provide the widest compensating range of any dripper on the market. A specially engineered mechanism ensures uniform water distribution performance over a wide pressure range caused by elevation changes or system hydraulics. Built for long life under harsh condi- tions, Netafim drippers use the highest quality plastic materials throughout. For example, years of research went into the free-floating, self-cleaning synthetic elastomer diaphragm. It's made of EPDM for flexibility, reliability and durability. The diaphragm benefits From a contin- uous self-cleaning mechanism, which continually measures the actual flow rate and adjusts the output of the dripper for exacting water application.The diaphragm senses dirt particles that might other- wise clog the dripper and automatically flushes the dripper Free from blockage. Further, a built-in anti-siphon mechanism prevents suction of external impurities into the dripper at the end of the irriga- tion cycle. -/. - Resilient Slack Acetal Cap TECHFLOW PRESSURE COMPENSATING DRIPPERS I Flow Rate Vs. Pressure I 2/, Is— Patented Labyrinth Design 4______ Self-cleaning Diaphragm Barbed Base 7.0 6.0 5.0 4.0 3.0 2.0 1.0 0 10 20 30 40 50 60 70 80 TECHFLOW PRESSURE COMPENSATING DRIPPERS PC I WPC I WPCT output(GPH) Flow Path Dimensions Catalog Number Nominal Technical Depth Width Length 12-01-PC-2 12-01-WPC-2 12-01 -WPCT-2 0.5 0.53 0.043" 0.050" 2.40" 12-01-PC-4 12-01-WPC-4 12-01-WPCT-4 1.0 1.06 0.060" 0.055" 2.40" 12-01-PC-8 12-01-WPC8 12-01-WPCT-8 2.0 2.26 0.057" 0.053" 0.47" N/A N/A 12-OfWPCT-24 6.0 6.60 0.057" 0.053" 0.59" 2602 E. Caiifarnia Fresnn, CA 93721 NETAFIM 548 N. Douglas Ave. Aftaninnie Springs. FL 32714 I'hnn: (2fl9 412-3115 FAX: (209) 442-3119 The Unsprinkler System Phone: i.I07 788.6352 FAX: (407) 862-0259 Dimensions All female threaded inlets Body height: 1804-SAM-6"; 1806-SAM-9%"; 1812-SAM— 16" Exposed diameter - 2W' IE 14 1804-SAM/1806-SAM 1804-PRS/1806-PRS 1812-SAM 1812-PRS Seal-A-Matic Pop-up Spray Sprinklers Pressure Regulating Pop-up Spray Sprinklers Same as 1804, 1806, 1812 sprinkler heads except have the Seal-A-Matic'M (SAM) check valve. 71 Operating Range Precipitation Rate: .34 to 6.18 inches per hour Spacing: 5 to 24 feet Pressure: 25 to 70 psi Water Management Features Built-in Seal-A-Matic (SAM) check valve Reduce low head drainage, puddling and erosion Trap water in lateral pipes in elevation changes up to 8 feet Features Eliminate the need for under-the-head check valves Extra heavy-duty retract spring Greatet vandal resistance SAM is serviceable through the top of the sprinkler Optional pressure regulating stem (SAM-PRS) Shipped with 1800 Pop-Top flush plug installed "SAM" easily identified on cap How To Specify: I804-SAM-PRS.I5H F OFI1ONAL MODEL FTJi11JRE NOZZLE SERIES/PATTERN This specifies an 1800 Series sprayhead with 4" pop-up height; Seal-A.Motic check value; in stem pressure regulation; 15 series plastic nozzle, with half circle pattern - (see no=te performance charts pages 9.11). 18 03 - Specifications Operating Range SAM Capability Holds up to 8 feeiof head (3.5 psi) Precipitation Rate: Flow-by. 0 GPM at 8 psi or greater, .34 to 5.90 inches per hour Spacing: 5 to 24 feet .05 GPM otherwise SAM Installation: operable only when Inlet Pressure: 15 to 70 psi installed by bottom inlet HOW Range: 0.2 to 4.0 GPM Water Management Features Unique built-in stem pressure regulator (PRS) Ends misting and fogging caused by high pressure Provides flow restriction - cuts water loss by over .70% if nozzle is removed or damaged Features Delivers uniform water distribution at an average 30 psi Designed to be used with all Rain Bird 1800 Series MPR plastic andbrass nozzles Pressure regulation is independent of nozzle gallonage PRS easily identified on cap Exclusive, pressure-activated wiper seal Extra strength, stainless steel retract spring Side or bottom inlet on 1806 and 1812 Ratcheting Shipped with 1800 Pop-Top' flush plug installed Dimensions. ½" female threaded inlets Body height: 1804-PRS-6"; 1806-PRS-9%11; 1812-PRS— 16" Exposed diameter: 2W' Specifications: Regulates nozzle pressure to an average 30 psi with inlet pressures up to 70 psi Flow-by 0 GPM at 8 psi or greater, .05 GPM otherwise Water loss limited to 4 GPM if nozzle is removed Installation: Side or bottom inlet Side inlet installation is not recommended in freezing climates. For correct winterization techniques contact a Rain Bird distributor 8Serf es Flat Plastic 50 Trajectory 8F-FLT 15 5 1.16 4.46 5.15 6 1.30 3.48 4.02 0 20 25 7 144 2.84 328. 30 8 1.57 2.37 2.74 8H-FLT 15 5 0.58 4.46 5.15 - 20 6 0.65 2.48 4.02 V 4P 1800 SERIES PLASTIC MPR NOZZLES Operating Range Precipitation Rate.- 0.78 to 5.15 inches per hour Spacing: 5 to 15 feet Pressure: 15 to 30 psi Water Management Features Matched precipitation rates across sets and across patterns 1800 Series screens maintlin precise radius adjustment - shipped with nozzles 'Note: 8 Series on 6" and 12" pop-ups; all others tested on 4" for MPR performance. Features For use on all 1800 Series sprinklers and the PA-8S and PA.8S-PRS shrub adapters Mjüstable flow and radius is Stainless steel adjustment screw 8 SerIes' nat Plastic 50 Trajectory BF-FLT 15 7 1.16 227 2.63 8 1.30 1.96 . 2.26 0 20 25 9 1.44 1.72 1.98 30 10 1.57 1.52 1.75 80-FLT 15 7 0.58 2.27 2.63 20 25 8 9 0.65 0.72 1.96 1.72 2.26 1.98 - 30 10 0.79 1.52 1.75 gr-FLT 15 7 0.39 2.27 2.63 8 0.43 1.96 2.26 '20 25 9 0.48 1.72 1.98 30 10 0.52 1.52 1.75 8Q-FLT 15 7 0.29 227 2.63 20 8 0.33 1.96 2.26 25 9 0.36 1.72 1.98 30 10 0.39 1.52 1.75 'Performance at 12" above finished grade. Low Angle 10 Series Plastic 150 TraJectory IOF4A 15 7 1.16 227 2.63 8 1.30 1.96 2.26 0 20 25 9 1.44 1.72 1.98 30 10 1.57 1.52 1.75 10H.1k 15 7 0.58 2.27 2.63 * 20 25 8 9 0.65 0.72 1.96 1.72 2.26 1.98 30 10 0.79 1.52 1.75 lOT-LA 15 7 0.39 227 2.63 '20 25 8 9 0.43 0.48 1.96 1.72 2.26 1.98 30 10 0.52 1.52 1.75 IOQ.LA IS 7 0.29 2.27 2.63 * 20 25 8 9 0.33 0.36 1.96 1.72 2.26 1.98 30 10 0.39 1.52 1.75 19 Series Low Gallonage i. (.i Plastic 300 TraJectory / 4 / •4 12F 15 9 1.80 2.14 2.47 10 2.10 2.02 234 0 20 25 11 2.40 1.91 2.21 30 12 2.60 1.74 2.01 I2TQ 15 9 1.35 2.14 2.47 10 1.58 2.02 2.34 11 20 25 II 1.80 1.9.1 2.21 30 12 1.95 1.74 2.01 121F 15 9 1.21 2.14 2.47 ' 20 10 1.41 2.02 2.34 25 11 1.61 1.91 2.21 30 12 1.74 1.74 2.01 120- 15 9 0.90 2.14 2.47 * 20 25 10 11 1.05 1.20 2.02 1.91 2.34 221 30 12 1.30 1.74 2.01 12T 15 9 0.60 2.14 2.47 ' 20 10 0.70 2.02 2.34 25 11 0.80 1.91 221 30 12 0.87 1.74 2.01 IZQ 15 9 0.45 2.14 2.47 20 25 10 II 0.53 0.60 2.02 1.91 2.34 2.21 30 12 0.65 1.74 2.01 1 Series Standard J .L PlastIc 300 TreJedosy 1SF 15 11 2.60 2.07 2.39-. 12 3.00 2.01 2.32 0 20 25 14 3.30 1.62 137 30 15 3.70 1.58 11.83 ISTQ IS II 1.95 2.07 2.39 ' 20 12 2.25 2.01 2.32 25 14 2.48 1.62 1.87 30 15 2.78 1.58 1.83 157F 15 11 1.74 2.07 2.39 12 2.01 2.01 2.32 1% 20 25 14 2.21 1.62 1.87 30 15 2.48 1.58 1.83 150 15 11 1.30 2.07 2.39 * 20 25 12 14 1.50 1.65 2.01 1.62 2.32 1.87 30 IS 1.85 1.58 1.83 15T 15 11 0.87 2.07 2.39 ' 20 12 1.00 2.01 2.32 25 14 1.10 1.62 1.87 30 IS 1.23 1.58 I.83 ISQ 15 11 0.65 2.07 2.39 20 12 0.75 2.01 2.32 * 25 14 0.83 1.62 1.87 30 IS 0.93 1.58 1.83 CPDID Series i) I LU! Plastic WxL 15SQ' 15 18x18 2.68 3.19 - 19x19 3.06 3.27 - R 20 25 21x21 3.42 2.98 - 30 23*23 3.73 2.72 - WxL 15FST 15 443 0.45 1.65 - 20 444 0.50 1.72 - 40 25 444 0.56 1.91 - 30 4x15 0.61 1.94 - WxL ISCST 15 4x26 0.89 1.65 - 20 4*28 1.00 1.72 - 0-0 25 4*28 1.11 1.91 - 30 4*30 1.21 1.94 - WxL ISSST 15 4*26 0.89 1.65 - 20 4*28 1.00 1.72 - NO 25 4*28 1.11 1.91 - 30 4*30 1.21 1.94 - WxL I7SSI 15 9x15 1.34 1.91 - 20 946 1.47 1.97 - - 25 9*18 1.60 1.90 - 30 9*18 1.73 2.06 - W = Width of coverage pattern L = Length of coverage pattern 'Squire nozzle spacing based on head-to-head throw 16 = Low Angle Stream Spray 150 Trajectory 16F.SLA 15 13 2.37 1.35 1.56 g 20 14 2.66 1.31 1.51 25 IS 2.96 1.26 1.46 In 19 It"II 1 a Alk AT Series Standard Stream Spray Plastic 350 Tralectoiw Vq LA ii oi &S oil 30 20 0.81 0.78 0.0 Sqme spicing hued on 50% diameter of tivow Triangular spacing based on 50% diameter at throw NIJIE: Specl' sprinkler body and nozzles separately. Refer to Price Ust for shipping unit quantities. NOTE: 16 Series and 22 Series recommended for ground cover or shrub areas only. NM: Nozzle GPM has been rounded oil to nearest hundredth - any deviation from NPR Is due to rounding oil only. All nozzles are designed to provide matched precipitation rate (MPR). How To Specify: j804-S4M-159P3060 I MODEL I I 'JWRE ONAL OPTIONAL PERmRAfmcEscREm NOZZLE SFZPJFS/PA TIThN This specifies an 1800 Series sprayhead with 4" pop up hegh;SeaM-Matic" check valve, 15 series nozzle providing 1809 coverage and pressure compensating screen to reduce radius to 6' - (see performance chars pages 9.11). -.\ * (.J. .9 .. .t . ..,iI.•.. : . . . 4 l - q THE CALSENSE DESIGNER'S GUIDE • - I - I '•I' I. it :;I•L. .'. .,.• . . . . .. 4 I I) t. ...... •.-'.•........... .............. . .. • . 1' 'I :::; ..:.:I.. • ... •.. . •. . : :. • : . . • • . . . . .• . • . •••• I •. ......... ,.. NEW Specifications 'The CALSENSE Model 2000 is available in four sizes: 2000-12, 2000-16,2000-24, 2000-32. 'Enclosure is heavy gauge steel construction. Height = 11.00 in. Width = 10.75 in. Depth = 4.75 in. * Base of enclosure has: 1/2 in. nipple for 120 volt conduit. 2 in. cut out for station and field wire enclosure. Optional pedestal mount: Height = 23.00 in. Width 10.60 in. Depth = 4.75 in. Suggested Installation The CALSENSE 2000 Moisture Control Computers are supplied by low voltage (24 volt AC) step-down transformers. The computer and traiisformer are housed in a weather proof metal cabinet that can be either wall mounted, mounted inside an enclosure, or mounted on a matching pedestal. The key locking door swings left and can beremoved. - Location * In choosing a location far the computer, consideration should be given to the acces- sibility of the 120 volt AC power wires and the routing of the wires connecting to the irrigation control valves. 'A minimum of 2 inches of clearance above the computer is necessary for the door to be removable after installation. The door needs 11.5 inches on the left to fully open. For wall mounting the computer should be mounted on a flat, secure surface. The liquid crystal display should be slightly below eye level of the shortest users for best viewing See Diagram #2 for schematic on wall mount installation. riyurum - f!nntrnllp-r L S Hydro-Safe Controller Assmbly Specifications All irrigation controllers and• accessory products, as specified, shall be installed in Hydro-Safe stainless steel enclosures. 'Enclosures shall be I 4ga., series 304 stainless steel with no.4 polished finish. Mounting bases shall be stainless steel, Enclosures shall have concealed. type door hinges, sloped top and heavy duty latching mechanism with two contact security latching connectors. Ventilating louvers, with internal splash guards, shall be located in upper area of enclosure. Stainless steel controller assemblies, as specified, shall be assembled by Hydro-Scape Technical Services who shall provide the owner with a written, 5-year Limited Warranty on the complete. assembly and a "Certificate of Compliance" certifying that the assemblies have been properly installed on the project site. Standard Components Duplex box and switched 110 volt receptacle with G.F.I.C. protection and stainless steel covers. Heavy duty prewired terminal strip mounted on stainless steel back board clearly marked for master valve, common and station wires. Terminal strip protected by stain- less steel utility basket. Available Prewirëd Options Heavy duty, flush mounted stainless steel dead, bolt latching assembly with paddle handle and key-locking mechanism. Master valve relay assembly for operation of one master valve by two controllers. Pump start assembly. Bypass assembly for installation of moisture sensing and rain check devices with on/off. switch to deactivate system. Options Continued 2/2 'Master valve power assembly providing up to two hours of power for manual operation with automatic return to off mode. Manual operation may be started without opening enclosure. Rain switch assembly with on/off switch to deactivate system. Rain collector switch assembly mounted within vandal resistant cage attached to enclosure with on/off switch to deactivate system 'Cooling fan assembly with thermostat. Radio remote control assembly. Call for custom options. 500 SERIES 1/2" thru 3" (Continued) Size Weight (lbs.) Quantity per case 500 500HR 500HLR 500HT 500LPV 500LPC 500SW 510 500SC 1/2U 3 6 52.50 56.10 60.50 54.80 66.70 58.10 67.70 63.50 55.00 3/4N 3 1 6 52.70 56.30 60.70 1 54.90 66.80 58.30 67.80 63.90 55.20 IN 4 6 73.10 86.70 91.30 75.00 80.10 78.00 84.80 90.90 75.60 I 114N 7 - 144.80 152.50 153.70 147.70 149.30 146.30 151.80 159.50 146.50 11/20 13 - 228.50 243.50 246.10 238.10. 236.30 231.30 239.40 253.50 235.60 2" 19 - 275.80 282.60 291.90 282.20 306.00 285.40 289.60 282.50 281.00 2 1/2"-31 - 566.70 572.20 577.00 579.50 584.80 571.80 601.90. 572.10 578.60 3' 44 - 675.60 680.00 686.40 688.40 694.10 681.20 718.20 681.00 685.40 500 FLANGED SERIES 211,2 1/2" and 3" Model 500FC Same as 500 series except with commercial drilled flanged connections. Tapped and plugged for gauge add $3.00 list Tapped with gauge add $14.50 list ... *del 500FN Same as 500FC except with Navy drilled flange connections and made for salt water service. Size Weight (lbs.) 500F0 500FN 2 22 719.90 742.40 21/2 38 768.60 791.10 3" 53 946.20 1 992.60 500YSBR SERIES 112" thru 3" Model 500YSBR . • Pressure rated at 300 psi • Union connection on 1/2 thru 2 sizes, FNPT High capacity connections on 2 1/2 thru 3 sizes Spring range 25 to 75 psI, factory set at 50 • Tapped and plugged for gauge, add $3.00 list PSI • Tapped with gauge, add $14.50 list Maximum temperature 180°F • ASSE (No. 1003), IAPMO rov • Features bronze "V type strainer • Available with BSP FPT Model 5001HRY8 Same as SOOYSBR except spring range Is 75-125 psi, factory set at 85 psi. Model 5IOYSBR Same as 500YSBR except rated for 400 psi inlet and spring range is 75- 125 psi, factory set at 85 psi. 7 potable Water Supplies ..-.',.," Sizes: 3/4". 1. 11/4". 1½". 2' Applications: Industrial plants, hospitals. irrigation. morgues. boiler leeds, mor- tuaries, water tines needing maximum protection, chemical plants 0 82 BV USC FCCC HR. Approved Reduced Pressure ASSE Listed 1013, CSA Certified Assembly %"-2" IAPMO' Listed Sizes: Y4" 1" 11b" 2' Applications: Industrial plants. hospitals. morgues. mortuaries. Irrigation System. boiler feed and chemical plants 825 Anglattern USC FCC HR Approved Reduced Pressure ASSE Listed 1013 Assembly CSA Certified Sizes: 2112". 3". 4", 6". 8". 10" Applications: Industrial plants. hospitals. irrigation. morgues. boiler feeds, mor- tuaries, chemical plants, fire sprinkler systems with chemical additives. 825YD USC FCCC HR. "Approved Reduced Pressure ASSE Listed 1013, CSA Certified Assembly 21h"-10" UL Classified ®. FM Approved ® IAPMO-1 Listed 2W, 3", 4". 6", 8". 10" jI1 Sizes: Applications: Fire sprinkler pipelines. requiring water use detection for health hazard service. 26Y5 USC FCCC HR. 'Approved © Reduced Pressure ASSE Listed 1047 Detector Assembly Sizes: 3/4", 1", 11/2", 2" Applications: Irrigation systems, indusl- nat in-plant plumbing. WO 805Y-BV USC FCCC HR. Approved Double Check ASSE Listed 1015. CSA Certified IAPM0G Listed Assembly 3/4"-2" Sizes: 21h", 3", 4", 6", 81',. 10" Applications: Sprinkler irrigation systems. fire sprinkler systems without chemical 'additives, in-plant plumbing systems, protection of industrial plants. USC FCCC HA, "Approved 805Y Double Check ASSE Listed 1015, CSA Certified Assembly 21/2"iO" UL Classified ®. FM Approved © IAPM0® Listed iA Sizes: 3", 4", 6", 8", 10" (all with 3/4" Bypass) Applications: Fire sprinkler systems. 806YD DCDA Double USC FCCC HR. "Approved ASSE Listed 1015. CSA Certified Check Detector UL Classified 0, FM Approved 0 Assembly Sizes: ½". ~". 1, 1 1/4" hhIp". 2" Applications: In-plant industrial applica- tions for toxic or non-toxic protection, laboratories, swimming pools. laundries. lawn sprinkler systems. irrigation sys- tems. dentist offices 765-By Pressure USC FCCC HR. Approved Vacuum Breaker ASSE Listed 1020, CSA Certified IAPMO" Listed ' Sizes: V2". 3/4", 1. 1¼", 1½". 2" Applications: Commercial dishwasher i and laundry machines. lawn sprinkler I systems. chemical vats. X-ray tanks. I laboratory sinks 0. 710/715 Atmospheric USC FCCC HR. "Approved. I Vacuum Breaker ASSE Listed 1001, CSA Certified. IAPMO' I Sizes: 3/4", 1" (Pipe. meter threads) Applications: Residential water service 810 Dual Check ASSE Listed 1024. CSA Certified Sizes: ½", 3/4" ui -i I Applications: Boiler feed lines, non-toxic I I I APLl I laboratory equipment installations. 815DC I sterilizers, and other objectionable I Dual Check with water quality applications. I Atmospheric Port I ASSE Listed 1012, CSA Certified MISCELLANEOUS PRODUCTS . Sizes: 2" Applications: Municipal, fire sprinkler fine check valve. Horizontal or vertical instal- lation when a backilow prevention as- sembly is not needed. 406DC Detector Check Valve Lk- Sizes: 4'. 6". 8'. 10" (-. Applications: Municipal, fire sprinkler line check valve. Horizontal or vertical instal- lation when a backilow prevention as- UL Listed/FM Approved Detector Check 11y11 STRAINERS Model 3130 cast iron, screwed end ® 250 PSI WSP Model 3131 W-2" bronze. screwed end ® 300 PSI WSP Model 3132 21/---10'* cast iron. 125# flanged end ® NOTES: 0 Consult the Factory for special high temperature assemblies. ® ULIFM approved installations must include 0 S & V gate valves. 0 Consult local representative or Factory for sizes. 0 Consult CMB Industries literature. * Valves must be supplied with resilient seated shut-off valves for USC FCCC & HR approvals to be in effect. amiad 2' AUTOMATIC . SELF-CLEANING PLASTIC FILTER Cat. No. 3-220 S . . . . . . . . .. . . . The Amlad 2" self-cleaning Plastic Filter automatically removes particles from even the most contaminated Water. It is the only filter which combines in-depth filtration Discs with a water operated self-cleaning mechanism. Standard model supplied with automatic operated hydraulic outlet-valve. 1 . -.' AUTOMATIC CLEANING: Back-flushing triggered by Pressostat. NO NEED FOR EXTERNAL ENERGY: Operates by mains water pressure. HIGH FLOW RATES: Unlimited number of Filters can be operated in parallel. EASY TO INSTALL.:'- In-line Installation with standard 2" threads. OPERATION GUARANTEED UNDER EXTREME CONDITIONS: Automatic hydraulic outlet-valve built Into Filter ensures pressure for back-flush even under zero outlet conditions. .. . . VISUAL INDICATOR: Coloured button shows degree of blockage of Filter Element. : •• MANUAL OPERATION Pressing button triggers self-cleaning mechanism. MINIMAL PRESSURE LOSS: Efficient hydraulic design. WIDE RANGE OF USES: Mesh alternatives available allow for use with Drip, Sprayer or Sprinkler Irrigation Systems, for wide range of Industrial, Laboratory and Domestic purposes and• for countless uses In Water Treatment., . . :;:• ' . . AVAILABLE MESH TABLE Disc Colour Red Brown mesh •1 120 60 mm 0.13 0.25 micron 130 250 thou= 171000 5 10 HEAD LOSS TABLE Water Flow Icu.mIhr. 15 20 Iu.s.gpm 98 Head LOss metres 1.2 2 I psi 1.7 2.8 Sc . TECHNICAL SPECIFICATIONS Maximum flow 20 cu.m/hr 88 U.S.gpm Minimun flow during flush 15 cu.m/hr 65 U.S.gpm Maximum pressure 8bar 115psi Minimum perssure 2.5 bar 35 psi Inlet and Outlet Diameter 2' Female Thread Filter Housing Diameter 197 mm 7.8" Distance between Inlet & Outlet 630 mm 24.8" Opening length for deanlnp 400 mm 16" Weight 0 9.5 kg 121 lb Exhaust water per cycle 15-20 litres 4-5 U.S.Gall Duration of flush 5sec Pressostat setting 5 m 17 psi .1. : liuiIi The 2" Automatic Disc Alter automatically back flushes itself when trapped particles cause a pressure differential of 5m (lpsi). The Filtration Element consists of a stack of grooved Discs pressed together — the water flow passing through these Discs from the outside of the Element inwards. The Collection Chamber is situated opposite the stack of Discs and along its length is a fine slit almost touching the Discs. At 5m (7psi) pressure differential the Pressostat operates the exhaust valve and water flows from the Collection Chamber through the exhaust outlet to the atmosphere. The pressure of the Collection Chamber thereby becomes lower than that inside the Filter cylinder and water flows into the Chamber via the stack of Discs in reverse direction to the normal flow. Trapped particles from the Discs are thus washed out into the Collection Chamber. The water flowing out of the exhaust turns the Impeller, which by means of a worm drive turns the stack of Discs. In this way every part of the filtration Element passes opposite the Collection Chamber slit and trapped particles from all segments of the Disc element are removed. The cleaning efficiency of the Alter is directly related to the water pressure and flow. The Standard Fitter is equipped with a Hydraulic Valve fitted to the outlet which is dosed byan impulse from the Pressostat when flushing takes place. Also available: 2" Automatic Alter without external Hydraulic Valve fitted with Internal Pressure Sustaining Valve: This model is only recommended for use with: Available Minimum flow during flush — 1 8cu.m/hr (80u.s.gpm). Mains Pressure more than 3kg/cm2 (42psi). C) Relatively small quantity of sand in water. Iamiad fittration sysis. AMIAD INC. 14141 COVE&tO ST.. 07C VAN NUYS, CA 91405 1 Amiad Australia (Pty) Ltd.'-' 3/15 Brisbane St. Eltham - Vic. 3095 Tel: 03-439-3533; Tix: AA39144 losing valve MODEL 4160 SOLENOID CONTROL VALVES These heavy duty solenoid control valves from Griswold are specially designed for use with recycled, contaminated, or extremely dirty water conditions, or light oils. Since the valves are mechanically self-cleaning with no screens, filters, or small orifices to clean, they are virtually maintenance- free. Valve closure Is smooth and gradual to eliminate hammer and chatter. A flow stem, on the cover, provides for fiorate and closing speed adjustment. These valves can be furnished either as normally closed (energize to open) or normally open (energize to close). FEA11JRES UL, CSA and FM approved solenoid control pilot with water tight coil assembly No screens, filters, or small orifices to clog Slow, gradual, closing eliminates hammer and chatter Closing speed is adjustable so that closing is In response to flow rate Operates on extremely low flows O Fully guided and supported diaphragm assembly prolongs life, eliminates chatter May be used either as straight or-angle pattern, valve may be installed in any position Manual flow adjustment stem also flushes internal mechanism AV1AJL,ABLE OPTIONS (Model Suffixes) SIzes: 1" (H), 1¼" (J). 1½" (K), 2" (L), 2½" (M). 3" (N) 0 Normally closed (standard), energize to open Normally open (T), energize to close Voltages: 24 VAC (, 110 VAC (Y) Explosion-proof solenoid (V) only for normally closed WIthout cover spring (EJ) for low line pressure applications (2 PSi) ¼ 11 NPT for ci to remote Pilo MODEL 4170 NORMALLY CLOSED HYDRAULIC CONTROL VALVES The Griswold Model 4170 are diaphragm actuated, hydraul- ically self-closing valves. Une pressure is always applied to the top of the diaphragm assembly through a unique internal control system to hold the valve closed; relief of this pressure to a zone of lower pressure (usually downstream or atmosphere) will allow the valve to open. The internal control system of the valves is self-cleaning with no screens, filters or small orifices to clean. Valve closure Is smooth and gradual to eliminate water hammer and chatter. A flow stem, on the cover, provides for throttling, internal flushing, and closing speed adjustment. The Model 4170 are the basic valves used in almost all Griswold automatic valves to perform remote control, pressure regulation, solenoid operation, and liquid level control. FEA11JRES Self-closing, relieve cover pressure to open Slow, gradual closing eliminates hammer and chatter Closing speed is adjustable so that closing is in response to flow rate Operates on extremely low flows No screens, filters, or small orifices to clog Fully guided and supported diaphragm assembly prolongs life, eliminates chatter Manual flow adjustment stem also flushes internal control system May be used either as straight or angle pattern; valve may be installed in any position AVAILABLE SIZES (Model Suffixes) Sizes: 1" (H), 1'/e' (J), 1½" (K), 2" (L.), 2½" (M) , 3" (N) ling speed. vs THE CALSENSE DESIGNER'S GUIDE THE CAISENSE FLOW METER - FM SERIES NpeseripR The CALSENSE Flow Meter enables the CALSENSE Model-2000 Moisture Control Computer to measure the flow rate of each station, making it an important management tool in detecting broken risers, main line breaks, and stuck or closed valves. It is installed in the main line, after the water meter or backflow preventer, and one is used per controller. Operation The flow meter consists of an impellar and a sensing device and measures the flow in gallons per minute. The computer keeps an on-going average GPM value for each station under normal operation. If a broken head or riser occurs and the flow for the station exceeds a trip percentage above the average flow maintained, the station is shut off automatically and the computer advances to the watering of the next station. The irrigation cycle is completed and the computer marks the station with an "Excess flow' display. That one station will not irrigate until the display is cleared. During the next irrigation, that station will come on and a measurement will again be taken. If the flow is still the trip percentage above the average flow for that station, the computer will again display an 'Excess Flow' and will shut off. If the flow exceeds two times the trip percentage of the average flow rate for the highest GPM flow station on the controller, the computer will shut off an installed master valve, shutting down the entire main line. The computer flashes a "Mainline Break" display. The computer will not try to irrigate again until the display is cleared. Either a normally closed or normally open master valve can be used. Many customers prefer a normally open master valve for quick coupling practices. Since there is water always in the main with a normally open valve, the computer constantly performs main line checks, monitoring abnormally large flows. If a remote control valve does not open, or has flows below the flow sensor minimum, the controller will Bash an "Underfiow" on the display. If the backflow preventer or water meter has been turned off, every station on the controller will have an "Underfiow" display. When designing an irrigation system with the CALSENSE Flow Meter, certain hydraulic restrictions must be considered. Since the flow meter independently sets up average flow rates for each station, the flow meter must be installed in a pipe through which ALL AND ONLY the water regulated by the controller flows. Therefore there must be isolated supply lines for each controller. Additionally there must not be two water sources for one controller, unless they are united before the location of the flow meter. If a loop system exists or several controllers are fed off of one main line, sub-mains for each controller are needed with one flow meter, one master valve per controller. U .-••;-i.:•..• [Size Determination Factors The CALSENSE Flow Meter comes in a variety of sizes: 1"- iflodel# FM-lB 1114" - model # FM-1.25B . 11/2"- model # FM-L5 2" -model# FM-2 . 3"- 'model #PM-3 . f:.i:. • . * Flow metier size selection depends on three factors: 1.maxgpm 2.mingpm 3. permissible pressure loss. r - The Maximum GPM Flow Rate The maximum gpm is important because the flow meter full scale reading must not be exceeded by the water now... . .•. . SCALE FLOW RATES FOR VARIOUS FLOW METER SIZES :z? FLOW MEi SIZE FULL SCALE FLOW RATh I 1B (brass) 45 GPM I 3.25-B (brass) 90 GPM IlLS 180 GPM I 2 25OGPM L .......;TheMinimurn GPM Flow Rate The um gpm is important because this determines the rnhihnum rate at which the flow meter i1nPellar turns. U the impellar turns too slowly the flow meter will not be accurate. . MINIMUM FLOW RATES FOR VARIOUS FLOW METER SIZES PLOW MET MINIMUM FLOW RATE AT MUCH SIZE PLOW METER WILL MAKE AN ACCURATE READING 1-B (brass) 2 GPM 125-B (brass) 3 GPM 1,5 SGPM 2 10GPM '3 2S GPM ... • . *• •• M ALL VALV CQ 800 SERIES 1/2" thru 3" (Swing-Away) at 800 • Swing-away bail valves for liquid or gas • Dual stem seal Installations • Hard chrome plated ultra finished bail Hard chrome plated blowout-proof stem • FNPT connections (1/2"-31 - • Reinforced Buna-N seats Model 800C Same as 800 except with copper sweat connections. Model 801 Same as 800 except with teflon seats. Model 801C Same as 801 except with copper sweat connections. Size Weight (lbs.) 800 800C 801 801C 1/2' 1 36.60 38.10 37.00 38.30 3/4' 1 40.00 41.90 40.10 42.10 to 2 49.60 51.90 50.00 52.30 11/4" 4 103.50 99.80 107.20 103.60 1 1/2' 7 130.80 132.60 135.70 137.50 2 9 180.40 168.60 185.70 174.10 21/2' 17 276.20 2 6 9. 607 285.70 279.10 22 1 411.00 377.60 1 426.30 392.90 850 SERIES 112" thru 2" (Full Port) Model 850 • Bronze body construction • Available FIPS or copper sweat connections F WOG ull port solid bail standard rated at 600 psi, Model 850T Same as 850 except tapped for gauge or test cock. Model 850C Same as 850 except with copper sweat connections. size Weight (lbs.) 850 850T 850C 1/2' 1 9.00 - 9.40 3/4 1 12.60 13.80 12.90 in 2 19.10 21.30 19.50 11/4" 2 27.00 29.50 27.40 11/2" 3 37.50 40.60 38.60 4 58.50 67.10 66.30 27 FL O W CONTROL QUICK COUPLING VALVES Nelson 7600 SERIES quick coupling valves and 8810 SERIES swivel ells make 0 sprinkler and hose connections simple and convenient. -) FLOW CONTROL Nelson quick coupling valves and keys use Acme threads for slow and steady flow control instead of immediate on/off like other types of quick connections. By providing a steady increase and decrease in water pressure as the key is rotated. water hammer and side spray are minimized. Nelson swivel ells rotate a full 3600 to provide sturdy hose connections to quick coupling valve keys and prevent hoses from twisting. kinking and breaking. LONG LIFE Nelson quick coupling valves, keys, and swivel ells are made of solid brass for extra long life. Designed to keep maintenance to a minimum, quick coupling valve retainer nuts are removeable from the top for easy serviceability. SAFETY FEATURES In addition to the vandal resistant locking cap on the 7643 and 7645, the 7642, 7643, 7644. and 7645 come with a rubber cover to reduce injury making them safe for installation in public areas. Models 7644 and 7645 come with non-potable warning labels in Spanish and English for installa- tions using reclaimed/non- potable water. APPLICATION Nelson 7600 SERIES brass quick coupling valves and matching keys are designed for use in commer- cial and residential installations. 8810 S.ERIES swivel ells are available in 3/4" x 3/4", 1" x 3/4", and 1" x 1" sizes for hose connections to quick coupling valves and keys. Nelson 8810 SERIES Swivel Ella Models: 8810 3/4" FPT x 3/4" GHT 8811 1 " FPT x 3/4" GH T 812 1"FPTx1"GHT I NELSON 7600 SERIES QUICK COUPLING VALVES & KEYS Max Bottom Keys Capacity Pipe Overall Rubber Locking Warning Model GPM • Thread Height Cover Cover Label Model Male Female 1 Height 7642 20 1" 3 3/4" 7640' 3/4" 1/2" 5 1/4' 7644 20 1" 3 3/4" • 7640' 3/4" 1/2" 51/4" ZS2 20 -4" I 3 i' I • 7641' 1". I i" 1 51/4' 7651 I ' 45 11/2" 1 5" 7650 I 1" 3/4" I 7 1/8" dèNi !.1 i/2I51 7660'11 IiTie Models 7640 and 7641 can be used with 7642, 7643. 7644, and 7645 valves. I 100-PES.B/150.PES.B 200.PES-B Electric Remote Control Scrubber Valves Operating Range Flow. 25 to 200 GPM Presure: 20 to 200 psi Features is Ideal for dirty water applications is Self-cleaning, stainless steel screen Heavy-duty, 200 psi-rated globe style valve Glass-filled nylon body and bonnet Low flow/low pressure operating capabilities Low power requirement Brass flow control stem Manual open/close control Stainless steel studs and flange nuts Nylon reinforced rubber diaphragm Both manual internal bleed and manual external bleed Specifications 24 VAC 50/60 cycle solenoid power requirement - .41 amp In rush current (9.9 VA); .23 amp hold current (5.5 VA) Operating range of up to 200 psi and 150° F Dimensions 100-PES-B(1") Overall height - 6W' Overall length - 4" Overall width —4" 150-PFS-B(134') Overall height - 8" Overall length - 6" Overall width - 6" 200-PES-8 (2") Overall height - 8" Overall length - 6" Overall width - 6" How To Specify: 200.PIS-B In SIZE MODEL This specifies a 200.PES.B valve; 2" female threads; with flow control; optional scrubber feature protects solenoid inlet water for dirty water applications - (see performance chart) 100-PES-B-PRS-B 150•PFS-B-PRS.B 200-PES-B-PRS-B Pressure Regulating Electric Remote Control Scrubber Valves Operating Range: 71 Flow: 20 to 200 GPM Pressure: 20 to 200 psi Pressure Regulation: 15 to 100 psi Features Ideal for dirty water applications is Self-cleaning, stainless steel screens Heavy-duty, 200 psi-rated globe style valve Glass-filled nylon body and bonnet a Pressure regulating Pressure regulating range of 20 to 100 psi Valves regulate when operated electrically or manually Schrader valve on PRS module. Low flov/low pressure operating capabilities Low power requirement Manual open/close control Stainless steel studs and flange nuts Nylon reinforced rubber diaphragm Brass flow control stem Specifications .24 VAC 50/60 cycle solenoid power requirement - .41 amp In rush current (9.9 VA); .23 amp holding current (5.5 VA) Operating range of up to 200 psi and 150°F Pressure difference must be 15 psi greater than desired outlet pressure for PRS module to function a Minimum flow rate of 20 GPM required for stable pressure regulation Dimensions 1004PFS-B-PRS-B (1") Overall height - 8" Overall length - 4" Overall width - 4" 150-PES-BPRS-B (1W') Overall height - 9" Overall length - 6" Overall width - 6" 200-PFS.B-PRS-S (211) Overall height - 9" Overall length - 6" Overall width - 6" 2004ES-PRS-B 150-PES I PES-B/PES-B-PRS-B Valve Pressure Loss (psi) Pressure loss through the valve with PRS module completely open —NOT regulating pressure L' / ,/• .25 3E I) Note Shaded areas Indicate flows too 10w f' proper watIon of the F1115modiie. 2A*utnws*d the FRS module with dw msm'al opeadon must be scccnçtl.hed with do marsal bewnel blond ocknold. *At news d.25 to 10 GFK Rein aid On flow control handle be booed down about two hum . How To Specify: 2COPFB-PRSB cw7ia4L WI 'MCt)FL ?E47ZIRE This specifies a 2BP&8vah7' ImaW threads; with flow eardrol optional scrubber feature protect solenoid Inlet water for ditty water applications; optional pressure regulating module - (see performance chart) 40 9.3 50 15.5 75 - 3.9 2.4 100 - 7.0• 42 125 11.3 6.8 150 162 9.8 175 - - 13.3 200 - - 17.7 SPECIFICATIONS: 3/4 M.I.P.T. Inlet/Outlet. Flushing outlet: 3/4' MHT. Two-piece threaded housing with 0-ring seal. Molded from high heat and chemical resistant ABS plastic. Available with ball flush valve or unscrewing flush cap. Filter screen is all stainless steel, providing 23.4 sq. in. of filtration area. Screens available in 50, 100, 150 (standard) and 200 mesh sizes. Screen collars molded from vinyl for long life and durability. Maximum recommended working pressure: 80 PSI. Maximum flow: 11 GPM. - Maximum self-cleaning efficiency: 4 GPM and above. 4E-1" n*1" M.I.P.T. Inlet/Outlet. L4E-1'Is a true 1' filter, not a filter with 1' adap- tors.) Flushing outlet: % MHT. Two-piece threaded housing with 0-ring seal. Molded from high heat and - chemical resistant glass-reinforced plastic. Available with ball flush valve or unscrewing flush cap. nFilter screen is all stainless steel providing 28.40 sq. in. of filtration area. Screens available In 50, 100, 150 (standard) and 200 mesh sizes. Screen collars molded from vinyl for long life and durability. n• Maximum recommended working pressure: 80 PSI. Maximum flow: 28 GPM. * Maximum self-cleaning efficiency: 7 GPM and above. 4E-11/2" MY 11/2" M.I.P.T. Inlet/Outlet. Flushing outlet: W MHT. flTwo-piece threaded housing with 0-ring seal molded from high heat and chemical resistant glass-reinforced plastic. Filter screen is all stainless steel providing 60.8 sq. in. of filtration area. Outer support shell is woven stainless steel wire; inner screen is specially woven stainless steel cloth. Inner and outer screens are soldered together. Screen col-lars molded from vinyl for long life and weatherability. Screens available in 50, 100,150 (standard), ,nd 200 mesh sizes. Maximum recommended working pressure: 80 PSI. Maximum flow: 55 GPM. Maximum self-cleaning efficiency achieved at 50 GPM. 4E-2" 2' M.I.P.T. Inlet/Outlet. Flushing outlet: % MHT. nTwo-piece threaded housing with 0-ring seal molded from high heat and chemical resistant glass-reinforced plastic. n, Filter screen Is all stainless steel providing 60.8 sq. in. of filtration area. Outer support shell Is woven stainless steel wire; inner screen is specially woven stainless steel cloth. Inner and outer screens are soldered together. Screen collars molded from vinyl for long life and weatherability. Screens available in 50, 100, 150 (standard), and 200 mesh sizes. Maximum recommended working pressure: 80 PSI. Maximum flow: 115 GPM. Maximum self-cleaning efficiency achieved at 100 GPM. pressure iteguiators Pressure-Master® Regulators (PMR) Low-Flow Models* 1/2.. 5 gpm Model No. Description per per List box box Price PMR-6LF 3/4F x /4F 6 psi, inlet size 3/4" FNPT, outlet size 3/4" FNPT 50 17# 7.60 PMR-10LF 3/4F x /4F 10 psi, inlet size 3/4' FNPT, outlet size 3/4" FNPT 50 17# 7.60 1/10.8 gpm IPMR-12LF /4F x /4F 12 psi, inlet size 3/4" FNPT, outlet size 3/4" FNPT 50 17# 7.60 PMR-150 /4F x /4F 15 psi, inlet size 3/4" FNPT, outlet size 3/4" FNPT 50 17# 7.60 I PMR-20LF 3/4F x /4F 20 psi, inlet size 3/4" FNPT, outlet size 3/4" FNPT 50 17# 7.60 PMR-25LF /4F x /4F 25 psi, inlet size 3/4" FNPT, outlet size 3/4" FNPT 50 17# 7.60 (PMR-30LF /4F x /4F 30 psi, inlet size 3/4" FNPT, outlet size 3/4" FNPT 50 17# 7.60 "Also available as J/j" female hose thread inlet by 3/4" male hose thread outlet. List price $8.40. Medium-Flow Models** 4-16 gpm PMR-6MF 3/4F x 3/4F 6 psi, inlet size 3/4" FNPT, outlet size 3/4' FNPT 50 1 23# 1 9.30 PMR-110MF 3/4F x 3/4F 1 10 psi, inlet size 3/4" FNPT. outlet size 3/4" FNPT 50 23# 9.30 2-20 gpm PMR-115MF /4F x I4F 15 psi, inlet size 3/4" FNPT, outlet size 3/4" FNPT 50 24# 9.30 PMR-20MF I41F x I4F 20 psi, inlet size 3/4' FNPT, outlet size 3/4" FNPT 50 24# 9.30 PMR-25MF I4F x /41F 25 psi, inlet size 3/4" FNPT, outlet size 3/4' FNPT 50 24# 9.30 PMR-30MF 3/4F x 3/41F 30 psi, inlet size 3/4" FNPT, outlet size 3/4" FNPT 50 24# 9.30 PMR-35MF /4F x 3/4F 35 psi, inlet size 3/4" FNPT, outlet size 3/4" FNPT 50 24# 9.30 PMR-40MF /4F x /0 40 psi. Inlet size 3/4" FNPT, outlet size 3/4" FNPT 50 24# 9.30 PMR-50MF 3/4F x /4F 50 øsi, inlet size 3/4" FNPT, outlet size 3/4' FNPT 50 24# 9.30 ' A!so available by special order as inlet size 1 female or 1 male and outlet size 1 female Add 400 per I female High-Flow Models 10.32 gpm PR-10HF 1/4F OF 10 psi, inlet size 11/4" FNPT, outlet size 1' FNPT 25 10 19.80 PR-15HF 1/4F OF 15 psi, inlet size 1/4" FNPT, outlet size 1" FNPT 25 14# 19.80 PR-20HF 1/4F OF 20 psi, inlet size 1/4" FNPT, outlet size 1" FNPT 25 15# 19.80 119.80 PR-25HF 1/4F OF 25 psi, inlet size 11/4" FNPT, outlet size 1' FNPT 25 15# 19.80 PR-30HF 11/4F x 1 30 psi, inlet size 1/4" FNPT, outlet size 1" FNPT 25 15# PR-40HF 1/4F x 1 40 psi, inlet size 11/4" FNPT, outlet size 1" FNPT 25 15# 19.80 PR-50HF 1/4F x 1 50 psi, inlet size 1/4" FNPT, outlet size 1" FNPT 25 17# 19.80 Individual engineering specification sheets are available on most products. RA HRRDIE IRRIGATION Accessories 333 Series 3-Way Pilot Valve The Model 333 3-Way Pilot Valve can be used in a number of ways: By itself as a valve with a flow rate of 1/3 gpm at 50 psi. In conjunction with an electric controller to operate a hydraulic valve system. This replaces obsolete hydraulic controllers. To operate a hydraulic valve for contaminated material or polluted water. The 333, In this instance, can operate on potable water independent of the mainline f1uid In the hydraulic valves. Note: The pressure must be equal to or greater than the inlet pressure. The 333 comes standard with a 24 VAC Super Solenoid, although it may be ordered with other solenoids, It Is built with nylon barb connectors that accept .250 O.D. by .170 I.D. poly tube. Conversion to copper tube or any other tubing is a simple matter of using a brass union. The actual operation allows the 333 to be used as either a normally open or normally closed valve, depending on where you connect the pressure line. The maximum working pressure rating is 100 psi. Drain Valves Available in two models (PDV5O synthetic or BDV50 brass), these valves are the Ideal answer to system drainage. Installed at the lowest point in a pipe run or circuit, a drain valve protects the system from damage caused by water freezing in the lines. A'simple spring plunger opens when the water pressure is off, allowing the water to drain out. (A gravel sump is recommended for ease of drainage.) Either model fits ½" pipe threads, and just 3 psi in the line keeps the valve closed during operation of the system. Conversion Kits We specifically developed these kits to enable the easy conversion of one valve type to another using the simplest tools and with a minimum amoiint of time required. Besides the kits listed below, which deal mainly with pressure regulating. type valves, other kits for hydraulic and anti-contamination valves are available. Please consult the factory for technical and ordering information. I Model Description Number 1757 100 Series Valve to 103 Valve Conversion Kit 1758 100 Series Valve to 213 Valve Conversion Kit 1761-1 213 Series Valve to 103 Valve Conversion Kit 1761-2 103 Series Valve to 213 Valve Conversion Kit Valve Repair Kits Pre-packaged repair kits are available for our Ultra Flow, 100 series and HAl-i valves. These kits contain diaphragm assemblies, 0-rings, Metering rod, Fasteners (nut or bold), seat seal assembly (700 series only) and diaphragm support ring (700 series only). Each kit has repair instructions complete with diagram and parts breakdown. Model Description Number SPK-HR1-1 HR1-1 1" valve repair kit SPK-100-1 100 Series Valve repair kit SPK-100-11h 100 Series valve 1½" repair kit SPK-100-2 100 Series Valve repair kit SPK-100-3 100 Series Valve repair kit SPK-700-Y4 700 Series Valve 3/4" repair kit SPK-700-1 700 Series Valve repair kit SPK-700-1 ½ 700 Series Valve W 1' repair kit SPK-700-2 700 Series Valve repair kit 19. Line Flus. iing ialve Features & Advantages The line flushing valve was 'eloped by Netafim's R&D partment to provide auto- natic flushing and drainage of drip irrigation systems at the start and finish of each irrigation cycle. Sediment accumulation occurs between irrigation cycles when there is no 1 GALLON FLUSH Automatically flushes line to reduce sediment build-up Operates at the beginning and end of each irrigation cycle TechLine or ½" inlets allow use in any drip system '¼ water to flow through the system. Through extensive testing, it's been proven that the line flushing valve prevents accumulation of sediment and dirt par- ticles and the accompanying reduction in dripper discharge at dripperline ends. Thus a line flushing valve is an essential and complementary part of the filtration system of any irrigation system. Position A - Open (Flushing Operation) Before irrigation stats the valve is in the open position. The open valve allows water to rush through the system, flushing out dirt particles at the beginning of each irrigation cycle. Position B - Closed (Alter flushing) Water flowing through the valve's labyrinth gradually lifts the diaphragm and fills the activating chamber. After a predetermined volume of water passes through the laby- rinth, and the activating chamber is completely filled, pressure closes the water outlets to conclude the flushing action. Normal system operation begins. Dependable Operation 2602 E. California Fre•stu'. C\ 93721 Phune: (.'09) 1.12.3)15 FAX: tfl9) .i.i2-31W 4a NETAFIM The Unsprinkler System 5.1$ N. lnugla Ave. Altamonte Springs, FL 32714 Phnne: .107 78$.6352 VAX: (407) 1462-0259 SPRING CHECK VALVE USES: Any system where back flow Is not desired. Spas, swimming pools, Industrial and Irrigation. The 1/4 pound spring gives positive seal even where there is no back pressure. Reinforced Poppet For More Strength. - - MODELS ½" KC-0500-S S X S WL KC-0500-T FIPT x FIPT S x S We KC-0750.S 3/4" KC-0750-T FIPT x FIPT 1" KC-1000-S SxS KC-1 000-T FIPT x FIPT 1¼" KC-1 250-S S x S 1¼" KC-1250-T FIPT x FIPT 1½" *KCI500S S x S 1½" KC-1500-T FIPT xFIPT KC-2000-S S x S 2" KC-2000-T FIPT x FIPT New part number on 2" model for ease of ordering UL Usted". * Made In the U.S.A. by KBI. SWING CHECK VALVE I..', USES: Especially useful In systems where fluid is corrosive or ontains debris: Industrial waste disposal, sewage, etc. EPDM ..wing gate lifts to provide unobstructed flow. There are no internal metallic parts to corrode. Only 1/2 pound back pressure is required for complete closure. Swing 'Check flow loss insignificant due to fuli'flow design configuration. Swing Check is not recommended to be installed with outlet side facing down. Made in the U.S.A. by KBI. MODELS____________ ½" KSC-0500-S S x S ½" KSC-0500-T FIPT x FIPT *4" KSC-0750-S S x S 3/4" KSC-0750-T FIPT x FIPT 1' KSC-1 000-S S x S . 1" KSC-1000-T FIPT x FIPT 11/4" KSC-1250-S SxS 11/4" KSC-1250-T FIPT x FIPT 1½" KSC-1500-S S x S 1½" KSC-1500-T FIPT x FIPT 2" KSC-2000-S S x S 2" KSC-2000-T FIPT x FIPT New part number on 1-1/2" & 2" models for ease of ordering SPRING CHECK FOOT VALVE ...............- -• USES: Normally installed at the bottom of. a pump suction line to prevent loss of prime. A 1/4 pound stainless steel spring gives positive seat even where there is no back pressurejwlth minimum flow loss restriction. Unique 'oppet-Stop , braced poppet design, eliminates poppet hatter and4 poppet damage due to hard pump start-up. Polyethylene foot valve screen is easily removed for cleaning by unthreading from body. Enters ripe ½" KFV-0500-T 1¼" FIPT x Screen V4" KFV-0750-T 1½" FiPTx Screen V KFV-1000-T -- FIPT x Screen 11/4" KFV-1250-T FIPT x Screen 1½" KFV.1500-T 3" FIPT x Screen 2" KFV-2000-T 31N" FIPT x Screen Made In the U.S.A. by KBI. Screens available separately. See page 19 for flow loss charts NEED BASED IRRIGATION SAVES WATER :.AIN GUARD PATENTED-SOLID STATE AUTOMATIC RAIN SHUT OFF & i RELIABILITY. RAIN GUARD has been engineered and built to function flawlessly under even the most adverse conditions including extremes of temperature-or harsh electrical environments. Solid state design and rugged construction makes RAIN GUARD immune to the maintenance problems that plague other rain shut off devices. All of RAIN GUARD's electronics are a sealed unit, totally weather proof and Incorporate both static charge protection and snubber networks. The patented thermistor based rain sensing system Is unaffected by the accumulation of debris in the rain collection cup. MAINTENANCE FREE. RAIN GUARD requires no maintenance, inspection, cleaning or adjustment - ever. RAIN GUARD is so free of maintenance worry that it can be installed in its own vandal resistant enclosure (WCS-RGVR). OPERATION. RAIN GUARD automatically interrupts the valve - common(s) after approximately 1/8 (3.2mm) of an inch of rain has fallen. It in no way affects the floimal continuation of the clock's cycle or programming. By interrupting the valve common(s) during a rain it simply prevents power from getting to the valves. Irrigation will automatically be enabled again when the accumulated rain fall evaporates from theRAIN GUARD collection cup. Evaporation will ccur at a faster rate than from soil because of both passive and active sslsted evaporation systems built into RAIN GUARD. Only RAIN GUARD nas this assisted evaporation feature. Furthermore, If desired. RAIN GUARD.can be set to more closely parallel actual local soil percolation and evaporation patterns up to a depth of ½ inch (13mm). by simply adding that depth of local soil into the RAIN GUARD collection cup. 4 Among all the currently available rain shut off devices, this is possible only with RAIN GUARD. RAIN GUARD Ii BASIC WIRING. RAIN GUARD electrical TYPICAL specifications: CONTROLLER . Operating voltage 94 to 30 Volts. - 50 to 00HR. AC. Power consumption dry: 0 amps - wet 0.15 Imps. 3.0 watts. Internal relay: Normally ciosea. contact between green & yellow wires opens when STATIONS ( wet. Maximum related switching current: 1½ imps, 38 watts. Snubber network Included to protect solid state controllers from switching spikes. • Static chirps protection Included to ALVECOMMLS) guild against lightning damage. TO VALVES . OVERRIDE. In the event manual override is desired, use WCS-COC or an SPST switch and snubber network placed In series with red lead from RAIN GUARD. LOCATION; RAIN GUARD must be Installed in "clear ' space" where it Is exPos,d 10 unobstructed rainfall and is clear of Irrigation spray. RAIN GUARD's base is designed to fit over 1W' PVC pipe to raise he unit into clear space. In addition, it universal mounting bracket RGUN) or vaçdal resistant enclosure (RGVR) is available from your deale . ON WITH ALUMINUM siDe cc no UNIVERSAL IN VANDAL ON ON Ile,CONTROLLER MOUNTING RESISTANT ROOF WE USING PIPE BRACKET ENCLOSURE EXTENSION ELBOW (WCS-ROUN) IWC8.RGVR) VWO, It .• • .. '_: •. - SHOWN ACTUAL SIZE DIMENSIONS: H-3%", DiA.-21h' WATER CONSERVATION SYSTEMS, INC. 141 South Spring Street Claremont, California 91711. USA (714)o21-5805 9 FAX(714)o21-58C Telex: 910-240-2436 WCS INC CIA p C. C - C. 0 • . . . •• What are yQ!tr,.c.hanc'es of tapping into a laimed wateiline by mistake? MirtuaRynone, jj~~,J!jj Z~,F~4, C - C. C.' C - C J•_. C C. C. C. C. C. _IC.1 :" C., &C • . . q - C •'• 1p •&C C C. ..; p 'r: • C• 1 C. L F --:"-.- -;-- • 2/z Alertline'TM, the industry's first PVC pipe compounded and color coded exclusively to carry reclaimed vater, virtua!lyellminates the prob- lem of dangerous cross connections. Combining simplicity and in nova- don, Alertline's unique purple color instantly signals everyone of a reclaimed waterline. With Alertline, there Is no caution tape to fall off and no language barrier to overcome. And, Alertline is available with fea- tures to meet nearly any specification. Manufactured by Brownline, Inc., Alertline is the result of years of experience in specialty PVC prod- ucts. It was developed by people who understand the complexities and potential ha1a4rds involved with the Increased.usi6freclairned water and the importance of &6idainting the. quality of the nation's potable water supply. Alertline is a timely solution to a vitally important problem. .10 Exclusive Rieber Seal Code Standards There is an Alertline pipe to Alertline pipe meets or meet the most demanding specifica- exceeds all International Associ- tions. Available in Classes 200, 315 ation of Plumbing and Mechanical and Schedule 40 (other classes and Officials (IAPMO) and National San!- schedules upon request), Alertline ration Foundation (NSF) standards comes In a variety of sizes with for PVC 1'pe 1, Grade I pipe. gasketed or bell end. It is designed to be installed under- ground and to be used exclusively with reclaimed water. As an added safety precaution, Positive Pressure Alertline pipe is printed on two sides. - Side one contains the statement "ALERTLINE. CAUTION - The unique design of the Riebe; Seal makes RECLAIMED WATER" as well as It equally effective with positive or negative .additional information on pipe size, irssure in the pipeline. Uidcr positive . pressure ratings and the approprlate i. .• - , pr hRic?crSi'aisprsed.l.irrd -ASTM'IesIgnarion. Side two. repeats . the seahre ñ iio rrnly th place. With negaliw . the words "ALERI'LINE. AU'rloN —. - *essure (vacuum), the seal is pressed RECLAIMED WATER" every back% aids making the rear edge seal / 24 Inches ' moreeffectively. --;- :. • Alrtline's bell endipe is ' available in 1/2" through ô" sizes. Gasketed pipe, available in 2'/f • through 6 sizes, features the exclu- sive Rieber Seal, which assures a -. positive seal on larger diameter pipe. The Rieber Sears patented design ciiminatcs.the need før fitting seals in the field and Cn'ds the problems caused by dislodged or Incorrectly, fitted sealing rings, - • £. .! -- FORM HC-30 (REV 3-81) STATE OF ALIFORNIA DEARTMENT OF TRANSPORTATION -t NOTICE OF MATERIALS TO BE USED To: Date 12-14 19 92 Resident Engineer You are hereby notified that materials required for use under Contract No. 92-07—C (3203 for construction of Tamarack Avenue Widening from Carlsbad Blvd. to 1-5 in Dist. , Co. , Rte. , P.M. will be obtained from sources herein designated. CONTRACT ITEM NO. KIND OF MATERIAL NAME AND ADDRESS WHERE MATERIAL CAN BE INSPECTED 1 Conduit & Wire CED 3979 Lockridge St. San Diego, CA 92102 1 Teraffic Signal Heads & poles John C. Henberger Co. 7696 Vickers St., San Diego. CA 9211 1 Luminaire, Lamps, PEC John C. Henberger Co. 1 Service pedestal John C. Henberger Co. 1 Concrete Pre-mixed Concrete 7220 Trade St. Ste. 300. San Diego. CA 92112 1 Concrete Pull Boxes San Diego Precast 9702 Prospect Santee, CA 92071 1 Loop Epoxy Select Products 1652 W. 11th Unit B. Upland, CA 91786 It is requested that you arrange for sampling, testing and inspection of materials prior to delivery in accordance with Section 6 of the Standard Specifications where the same is practicable and in accord with your policy. It is understood that source inspection does not relieve me of the full responsibility for incorporating in the work materials that comply in all respects with the contract plans and specifications, nor does it preclude the subsequent rejection of materials found to be unsuitable. Yours truly, WHITE - TRANSPORTATION LABORATORY 5900 FOLSOM BLVD. SACRAMENTO, CALIF. 95819 YELLOW - RESIDENT ENGINEER GREEN - CONTRACTORS FILE BLUE - DISTRICT Select ELectric. Inc. Contractor Address 1425 Presioca St. Spring Valley, Ca 91977 Phone No. ( 619_0 - 6060 8489198 A JOHN C. HENBERGER CO., INC. MATERIAL SUBMITTALS CUSTOMER: Select Electric CONTACT PERSON: Eddie Ybarra P.O. 1: 999 JOB LOCATION: City of Carlsbad - Tamarack & Jefferson DEL. DATE: 02/12/93 Preliminary Ship Date DEL. ADDRESS: Poles to jobsite. All other material to Select Electric's yard @ 1425 Px•esioca St., Spring Valley, Calif. 91977. 10 Ea. 1025K8 Lighting Poles Union Metal 1 x 36 x 4 Anchor Bolts 1 Ea. 35-4-70 Spec. SMA for 26-4-70 ("5" @ 16') Union Metal 1 Ea. 45-4-70 SMA ("S" @ 201) Union Metal LIGHTING 2 Ea. OVM20SMF3DF4 200W HPS 120/240V Cutoff Crouse-Hinds 8 Ea. 0VMI0SMF3DF4 100W HPS 120/240V Cutoff Crouse-Hinds TRAFFIC SIGNALS 1 Ea. MAS 12R 12Y 12G w/BP Auto Sig/Eagle 1 Ea. M131-391G(V)G RYG PV HAS w/BP 3M ANCHOR BOLTS 2 Sets 1 3/4 x 42 x 6 Anchor Bolts Blue Circle 2 Sets 3/4 x 18 x 3 Anchor Bolts Blue Circle MISCELLANEOUS STOCK MATERIAL 3 Ea. #200 Load Switch PDC SERVICE 1 Ea. Type III Service alurn/anod. (1)50A 1P M, (1)3OA 1P UM ICC Fisher-Pierce Signal Controls! BiTrans P.U.P. Material Submittals Page Two Select Electric Job #999 MISCRT.T11EOUS STOCK MATERIAL (cont.) 2 Ea. #222 Detector 10 Ea. 6690B PEC 1 Ea. 412C Prom Module w/200SA Program Ar £' surn CERTIFICATE 0F COMPLIANCE FOR MISCELLANEOUS MATERIALS - I certify that the materials listed below comply in all respects with the mt:eria1s and workrnanshi requirements for: Contract No. 2'3 77?/W2Ack I tern No. c5/61() S LI QUNITX MATERIAL DESCRIPTION 7yf'S. :zz 3/v• &hC:?. '•; TRAFFIC CONTROL SERVICE, Inc1 ul RENTAL & SALES OF SAFETY EQUIPMENT Our Order No. State Inspection Lot o SIGNED TITLE_______ DATE .. H PRIME CONTRACTOR ANAHEIM • RIVERSIDE •SANMARCOS • NEW IRRI Rtmnr Lane • Anaheim CA . 92805' Phone 714/937-0422' Fax/937.1070 Bauer Coatings Product Data Sheet - - ILY ZONE—LAC RAPID DRY, WATER-BORNE TRAFFIC PAINT 2342A9 White, 2343A9 Yellow, 2378A9 Black DESCRIPTION This covers an advance technology of water-borne, emulsion bas e d t r a f f i c p a i n t s w h i c h p e r f o r m equal to the quality solvent-based paints. Applied at a normal marking paint film t h i c k n e s s o f 10-15 mils, dry times can approach comparable to solvent-based p a i n t s : A p p l i e d t o e i t h e r asphaltic or portland cement concrete pavements, durability is excell e n t a n d w i l l n o t c o n t r i b u t e t o asphalt cracking, and can be applied hot or cold with conventional air or airless application equipment. These product meet the current State of California Specification for Rapid Dry, Water-B o r n e Traffic Paint. CHARACTERISTICS White Yellow Black Viscosity at 77°F 70-85 KU 70-85 KU 70-85 KU Dry to No-Pick-Up at 77°F, without beads 10 minutes max. 10 minutes max. 10 minutes max. Dry Through 20 minutes max. 20 minutes max. 20 minutes max. Volatile Organic Compound 250 grams/liter max. 250 grams/liter max. 250 grams/liter max. Flash Point 100°F mm. 100°F mm. k L 100°F mm. Scrub Resistance 800 cycles mm. 800 cycles mm. Dry Opacity 0.90 mm. 0.90 mm. Reflectance 85 mm. - Color FED'L STD. 595a FED'L STD. 595a No. 33538 No. 37038 For night reflectivity, these paints accept drop-on beads at the rate of 4 to 6 lbs. per gallon of paint applied. Application: Avoid striping with water-based paints over areas of heavy oil an d g r e a s e d e p o s i t s . S u c h a r e a s should be prepared by washing with a TSP solution or using high pres s u r e s p r a y a n d d e t e r g e n t followed by a clear water rinse. Clean surfaces with excessive dirt and d u s t b u i l d - u p w i t h w a t e r spray.: Packaging: These paints are available in 345 gallon portable tanks, 50 gallon s t e e l d r u m s , . 5 g a l l o n p a i l s , and 1 gallon cans. NOTE: As is true with all water-based coatings, weather condition plays the m a j o r r o l e . A r e l a t i v o h u m i d i t y o f b e l o w 75% and an ambient temperature of above 55°F arotho ideal conditions for a p p l i c a t i o n . Material Safety Data Shoot 18 available upon request. MOTtOfllnternauon.al Jj1_1UI&J $IlLjUI.) '.J1 I/U/I /021 Nun/i FvI,Nswn Road. !_,s Ah,rkx. CA 9003.1 2131225-4154 MARKER SUPPLY CO. woRto GESTSaECTIO : HIGHWAY & ROAD MARKERS Phone (818) 964-2342 INTEP,mnamL OIsrRIcLrrojs Fax (818) 964.2793 . •. ;2 MATERIAL CRTIF1ATIflN -- - --. ....... • a.M . .• Your P:0_ No. .Project No. No. ......... . jV•',f .•. ••.••'%•',.... 4 ic . l3t l1çf3 • ( Gentlemen: '.• . •.; Marker Supply Co , certifies that the .I?5'/I4ft16C17 .. ',)furnished ' against this subject purchase order will comply with all of the specifications for pavement markers specified in Cal-Trans Section 85. Test 1#669 of the standard specifications. • 11 i!• * •• • • • .' ,). Very truly yours, • . • • ft • :•.V ..: -1 Iva . ....... r ......... I x 4' ' 18559 E VAz.y BouLa'AiD o CItY OF INDUSTRY CA 91744 n r, ' . ._ .. -• • .. ••••* :. - . • •. . .,.• .••.••#•.••I••, MARDEN SUSCO Incorporated To; Rick Berry, C.w. McGrath 1-7-93 From: Brad Summers, Marden Susco Inc. Reference: Submittal Data for the "Tamarack Widening Project." Rick; Per conversation with Pat Guevara at Carlsbad Municipal Water District on 12-21-92, Service Matérial previously dis- allowed (sections 4 and 6 of Marden Susco's submittal package) have been fully approved for this project. This material includes 1" J1525 angle meter stops and J1931 Corp stops. Additionally, Tyler tapping sleeves have been approved for this project per Curt Musser on 1-5-93. Although. Clow valves were rejected, American Darling valves were also .submitted and approved for use. at Tamarack.. Hope this info is useful. Thank you, Brad ers 1550 Linda Vista Drive • San Marcos, CA 92069 • (619) 744-7288 LONGITUDINAL NOMINAL LAYING LENGTH "F ROD " - ELLIPTICAL CAGE NH51 ______ +1 11/16' DIAMETER GASKET I 15/16' x 0.336' SNAP RING =w , C: ' CAGE H S's C.) AT MAJOR AXIS b ALLEL TO END OF PIPE (TYP. I _______ - LONGITUDINAL ROD TYPICAL SECTION THRU PIPE 11.83 FT CAGE LENGTH THICK WALL AT MINOR AXIS) REINFORCED ELI.IP. CAGE CONCRETE PRESSURE PIPE g TYPE 'D" JOINT CENTRIFUGALLY SPUN - FLARED BELL JOINT DESIGN MANUFACTURING DATA INSTALLATION DATA GENERAL ELLIPTICAL CAGE REINF LONG.RODS A PIPE CLASS 3 DEHTW j+p SCI C2 F VA D as (1.01C.J.H UI4 DWOOI WZ H 0. DM sw f4.0. 140. W I * as oc U I 0 '4 H 'N .ld m I0 th4.14 OE.H 11)0. 14 I. 014 ' Di 09 '4 ' ZN 'N ZN ° bi ',' RI " r Zil HO I4 I ZO. H 05-4,-i M 0.0 '- NH 1 00 14 0 P,-I<XZO. as M O)4N0C ZDI I • 0. 14 40 Z a F4 0 4 11) H 0 as iou U U H in o..nx I U z z (IN) - (FT.) (IN.) (IN.) (IN.) (IN.) (IN.) (IN.) (FT-IN.) (I N2) (III.) (N2) (IN.) (IN.) (IN.) ) (FT.) (IN.) ANGLE (IN.) (FT.) (Ft) (LOS.) - )( - 18 Z ____ 7.74 Z4t Z23Z7.5O7OO.SiIz'4 .13.fl9343A1I.19 .1 4;zwo z s s7s ZI1'2:qe ,le! ;7zG - __ -• __ __ GASKET PART _NO. GASKET CODE: PIPE DIVISION—Soutnsrn Cal. CITY OF CARLSBAD WIDEN TAMARACK AVENUE CAR BAD, CALIFORNIA DRAWN IAdT 1/2/442 C. W. McGRATH, INC. CHECKED A15108 I CHANGE ORDERS ISYMBOLI At VISION DATE flY APPVI) nwc; SCAt I NONE APPD.I LONGITUDINAL ROD llj SI NOMINAL LAYING LENGTH "F" mowe ELLIPTICAL CAGE MHSS it To' It as +1 11/16" DIAMETER GASKET 1 5/16" x 0.336" SNAP RING X. I CAGE u AT MAJOR AXIS S p ALLEL. TO END OF I J PIPE ( I 1 — TYP.7 to LONGITUDINAL N1L ROD — \ TYPICAL SECTION THRU PIPE 1/47 11.83 PT CAGE LENGTH :41 Go 4 . STANDARD WALL ELLIP. CAGE ) REINFORCED AT MINOR AXIS CONCRETE PRESSURE PIPE - TYPE "D" JOINT CENTRIFUGALLY SPUN - FLARED BELL JOINT DESIGN S MANUFACTURING DATA . INSTALLATION DATA GENERAL ELLIPTICAL CAGE REINF LONG. RODS A PIPE CLASS B DEHTW J+P SCIC2 J HJ.4 ...H J3W0Sh Z,1Q%I4D. VIZ 0 •04 Oi4 EID. U) I RI I Iu U, 44QD. 0E4I4 • El Di OW ON 0 ZO H • ZD2 . Z PA . w au),. OW 140 $Z H OHH zolo I 0 4D. go • 64 mo 14 ii 14 F4 U)D. w (I4 in u 0 04 U 0 N 02 dc 091 11100 at6o ,., I, u)O 4 IOU U) — — (FT.) (IN.) (IN.) (IN.) (IN.) (IN.) (IN.) (FT-IN.) 2) (IN.) (Na) (IN) (IN.) (IN.) (IN.) IF (IN.) ANGLE (IN.) (FT.) (Ft) (LBS.) L....... X 24 Izoml t87.i3 2S.° 4.I 7 7.0 7.O tZ (2.4h/ .jO C') 2." (.? .7 4 250 /2.02. 2"e3' (.l!' 33 .43 S005 GASKET CODE: 42e'24 9C4 — — — — — — — — — — GASKET PART NO. /02c4.-.4rZ —. i LT11ItRJUU PIPE DIVISION —Southern Cal. - ________________ CITY OF CA R LSBAD WIDEN TAMARACK AVENUE CARLSBAD. CALIFORNIA DRAWN 1.4er II2/!Efrll C. W. McGRATH, INC. CHECKED I A15708 CHANGE ORDERS SYMBOL REVISION flAIL BY APPVI) OW(i SCM I NONE APPVD. 04 C) a, 00 C.) w —J 'U LONGITUDINAL ROD "J" NOMINAL LAYING LENGTH "F" - —F- ELLIPTICAL CAGE 11.1.11 11/16" DIAMETER GASKET 15/16" x 0.336" SNAP RING . IAj t - , _I PAR,- 1 IP.CG; go AT MAJOR AXIS P CLOSINGELL COILS ALLEL TO END OF I _I PIPE( TYP.) LONGITUDINAL ROD U TYPICAL SECTION THR PIPE - -- I 11.83 PT CAGE LENGTH 1±ji..,_ I" t &I THICK WALL "D" JOINT ELLIP. CAGE ) REINFORCED AT MINOR AXIS CONCRETE PRESSURE PIPE - TYPE CENTRIFUGALLY SPUN - FLARED BELL JOINT DESIGN MANUFACTURING DATA INSTALLATION DATA GENERAL .. - ELLIPTICAL CAGE REINF LONG. RODS A PIPE CLASS B I DEHTWJF SCIC2 F fh • S-' VIZ a.w 0. 'UI I . Co. ° uE D. 0 t4UI _____ '14 014H VIP. - 4 OW I 0 H ZWZ z° . . Q14 _____ 0 HO >4 H logo I I 0, VIM 14 0. '<0, (110 H VI H 8 Os U U . 00 ' :1,.i g Dl',' (IN) H - (FT.) (IN.) (IN.) (IN.) (IN.) (IN.) 14 (IN.) (FT-IN.) (IN.) (IN.) I (N1) (IN) I (IN.) (IN.) z (IN.) (FT.) I (IN.) ANGLE (IN.) (FT.) (FL) I (LOS.) I I =I 24 Wed - ;, 7.04.It !24V .16.2014-1+4-01.00 -7v 4 c' izoz 1.12 377 .. GASKET CODE: EI'c!I)F1U _Dlii - GASKET PART NO. IOZi+ — PIPE DIVISION Cal. CITY OF CARLSBAD WIDEN TAMARACK AVENUE CARLSBAD, CALIFORNIA DRAWN iMar 4/t1 C. W. McGRATH, INC. CHECKED A15108 ChANGE OflOEflS SYMBOL REVISION flATE BY APPVII ow(; SCAII NONE LONGITUDINAL ROD "J " NOMINAL LAYING LENGTH "F" —F a- ELLIPTICAL CAGE "I" 11/16" DIAMETER GASKET 15/16" x 0.336" SNAP RING ZHJ_ ELLIP. CAGE AT MAJOR AXIS S P CLOSING COILS PARr- ALLEL TO END OF -. PIPE (TYP.)I "D" LONGITUDINAL ROD---" TYPICAL SECTION THRU PIPE -- I 11.83 FT CAGE LENGTH 1 88 - 4 jX1 - STANDARD WALL - ELLIP. CAGE AT MINOR AXIS) REINFORCED CONCRETE PRESSURE PIPE CENTRIFUGALLY SPUN - FLARED BELL TYPE "D" JOINT = JOINT DESIGN MANUFACTURING DATA INSTALLATION DATA LONG. RODS GENERAL ELLIPTICAL CAGE REINF. APE CLASS B D E H T W J+F SCI -- J F 4J fllot4 k1 ..l IiltO. . 3 0. • • 0 ZU • • 94 UI 0 HE 14 DiQ 014H (1)D. (4 Bi OW ON H W OW > H mHO 1 4 C. QHH zo I 0 • 14 • RIM I' H 4. zoo 8 1110 d (4 .s H UI H 8 as U)U I) U '1 w I as w E1l)iH (IN.) - - (FT.) (IN.) (IN.) (IN.) (IN.) (IN.) 1' (IN.) (Ft-IN.) ou.2 (IN.) (Pa) (IN.) (IN.) zIz (IN.) (FT.) I (IN.) ANGLE I (IN.) (FT.) (FL) (LBS.) 27 2OoO - z3.,9 3.27 7.57,0 btcIzt4' 4.e'2 2.17 1.00 .7g. 4 .Z I2.OZ I0 I.CO 377 e2.Z 44e1f, GASKET CODE: 4Ce1- 7c)4 - - - - - - - GASKET PART NO. Io24 — £T3 PIPE DIVISION -Southern Cal. CITY OF CARLSBAD WIDEN TAMARACK AVENUE CARLSBAD, CALIFORNIA DRAWN IAJ I!2/IE/'/2 C. W. McGRATH. INC. CHECKED I A15708 CHANGE ORDERS SYMIJOL REVISI(N DATE DY APPVI) ow(; SCAt f NONE APPVD. LONGITUDINAL ROD "J" NOMINAL LAYING LENGTH "F" ELLIPTICAL CAGE "I T" • +1 11/16' DIAMETER GASKET 15/16" x U 0.336" SNAP RING _____ _____ ...) C I CLOSING - ELLIP. CAGE ii -- MAJOR AXIS COILS ALLEL TO END OF r-1 PIPE I "D" ;\ \ TYPICAL SECTION THRU PIPE - — ILONGITUDI LONGITUDINAL ROD -' 11.83 FT CAGE LENGTH THICK WALL ELLIP. CAGE - AT MINOR AXIS) REINFORCED CONCRETE PRESSURE PIPE - "D" TYPE JOINT CENTRIFUGALLY SPUN - FLARED BELL JOINT DESIGN MANUFACTURING DATA INSTALLATION DATA GENERAL ELLIPTICAL CAGE REINF. LONG.ROD _____ APE CLASS B D E H T W SCi J F • DDi f4 ' B. B. 71 • • UI • - _____ bl. WIM I .IQ OE.IH mB. i.4 ii. W ON z H • ZW • Z '.I 8 Z14 HO H as 4 . . ZQi.H•D. v) Z U) I BI Q,4,4 E4 I U) Di H): I Di 4Di RI. (40 14 a j .. 4 101104ZB.0 ac H U) H 0 B. U)U 0 0 OON I U P) )Oi 0 U U)0 (IN) - (FT.) (IN.) (IN.) (IN (IN.) (IN.) (IN.) (Ft-IN.) wi.2i (IN.) (N') (IN) (IN.) (IN.) (IN.) (FT.) (IN.) AN (IN.) (FT.) (Ft) (LBS.) )J V. - (c'.1:.11+.4(11+-1155 '2 7. 7-?L drico 1 11 I2'-4 .z3 4.i z.cc c'o . 1.25d /zoz 3,7c I' 4I.3s :727- - . CASKET CODE: 40J -027 yoo4 - - - - - - - - - - - PIPE DIVISION-Southern Co. GASKET PART NO. 10254 - €174 - - - CITY OF CARLSBAD WIDEN TAMARACK AVENUE CARLSBAD, CALIFORNIA DRAWN C. W. McGRATH. INC. ___________ CUECKED1 A15708 CI(ANGt OflORS SYMBOL HtVtSI(IN nATE flY APPVt) DWG SCAIf NONE APPVD.I 7.375 COUPLING WIDTH REINFORCED THERMOSETTING 'F' .# RESIN (RTR) COUPLING LONGITUDINAL ROD CIRCULAR ROD / OUTER CIRCU CLOSING PARALLEL TO . _______________ PLANT SPIGOT END or PIPE (air. PLANT SPIGOT TYPE E • a :d10 FIELD SPIGOT TYPE D gINNER 'E' TYPE • £ 91 23/32. DIA.GASKET S' f CIRCULAR CAGE (( 0.938" x 0.336 SNAP RING ~) sbU3. MOD / INNER OUTER .__ ' __ G ' • R T R COUPLING fl STANDARD WALL REINFORCED CONCRETE PRESSURE PIPE JJ THICK WALL CENTRIFUGALLY SPUN- DOUBLE RUBBER GASKET JOINT DESIGN TYPICAL SECTION TIIRU PIPE cl Till WALL MANUFACTURING DATA INSTALLATIONDATA — GENERAL — — DOUBLE CAGE REINFORCEMENT — LONG. R005 A PIPE CLASS B 0 ET W TYPE — S Cl Q...L .L. 1... Ilia M0 H U4H HI, H 'a c eulu .1 D.l as r 3 t too uiti Dos 0, .sb I4G • 0, bM 81 j$4 • is zg Z ft 4 NH H 0' I m 8 ° w (VT.) (IN.) (IN L) (IN) (J (VT-IN) j i.th iz wa tz 'i.i an mLit.) Li'?.) 'IL [iii L (IN.) (!.V .1!!) (!!8) 27 3 — 4e1.71 34A 443 3 .zcc IN .23 7.2t +i1 2 37 ~~; iZ.l .250 l.3 4I . - IN OUT — GASKET CODE: 41'30 SRTI GASKET PART NO .A!1R!O -4Ol PIPE DIVISION -South."Col. CITY OF CARLSBAD — — — WIDEN TAMARACK AVENUE CARLSBAD • CALIFORNIA DRAWN I_,4iTiI?IIF/I C.W.McGRATH,INC. CHECKED APPVD. _A15708 I.O CHANGE 000(05 SYMBOL REVISION DAVE DY APVD OMStALENONE - - - LU r;i FLAG m u NO ou*ii,iry 1111s I)Wfl I,SCflSP,ION UAII.IuIAL PAnt ® COUPLING 24 STD BLACK MERCHANT ?iSTM A53 10251-006 0 1 NIPPLE IrLG, TOE(IPT) 2DIA. x I • $1 RE -R I PLUG 3382"flTA. r,AA,.,.,.-,,O, SQ. STEEL, COUNTERSUNK ASTM A 3 Z1 srJ rri (rw) tTAck rir .Ir-1 L 14 ..Il .•' .' II I I - tTM.L "i" z oo .4.()O' 4.Oo F 1-n4'- I 5Pk' I I I UTT i L 'II Ii I III III rlQ -r EPJ LD11tit!DIJD PIPE DIVISION—Southern Cal. /7Y OF CA ,&.AP/w,pe# AV DRAW N IAJ C. W. A'47W, /tYKe ___________________ CHECKED SYMBOL "E VISION PATE ISV AIPVfl DWG SCAI I NON _ E APPVO.J R-4R RAG mu P11) flUAIIIITY IIII I)Wfl UAtrtIIAt Si.tcs,cAt,, Pflt @ coupLinG - ® 1 ZU STD DLACK MERCHANT ?tSTM A53 10251-006 NIPPLE 2DIA. x I/4- LG. TOE(IPT) AI7O_d/ PLUG ?fltA. SQ. STEEL, CODNTERSUUk ASTH A338 - i"ni r('rw4J,%c rir 109709.q0 4) - -- Iii riel I Iii III 'PtQrr cn L\!u1)1XU0@JEJTJ PIPE DIVISION -Southern Cal. '/7Y OF C4LLAP/W/vM' /fH44Z4Y4 .i:/i1 jr, OflAWN [A 4.T IZ4L C. W. Afk4 7Z/, /4'c. LIJ ___ CUECKED A /5 706 ~o/. 0 SYMOOI fit VISIOPI hAlt flY #tl?vt) t)WG Sf:AI f ?IQNR AMID. ILAG III ti fluAflhltV IXSCflIPti(li HI) IIII I)v1) O COUPLING 2 STD MACK MERCHANT ®2DIA. , 3/ll LG, TOE(IPT) - NIPPLE PLUG ?"fltA. SQ. STEEL, COUNTERSUNK () 1 Zi" SPN R TR (rwc) J'¼K P/RE uAIr.rnAL pAn, sltc$ 'CAllOil ,J'at* A ASTM A53 10251-006 AIS7OS Icc - ASTM A338 A!c749.1ol jq- I tTML d' (T-fl) Z7& z_aol - I SF' •. _________ .•. c,J ___________________________________________________ o• a, IJJ1i'Ut!FP(tJTJ PIPE DIVISION -Southern Cal. c/n' 0,47 CAi'L&'\P/W/VéA' /1M44 flZ OflAWN AT IZJI4Ifl C. W. NCcc'A7//, /M. CHECKED A/57O SYMOOI lit VItflP, flAil flY RrrvfI IIWC S(:Al c iotsp APPVD. 619-434-8320 CW MCGRATH HAER STEEL COMPANY P.O. glox 000001 IAN DIdGO, MWOMM 02150 TILUNONI (S1) Amon FAX ($)234I6 022 P06 :JHN Wd .j :j ØNTLEMEN W2 URE5Y CERTZFY THAT THE RrlXNFOj(djNQ $EL TO BZ PURNZISHED BY RAWER STEEL CO.- CONFORMS TO THU APPROPRIAT85PECIPZcATON SECTION FOR THIS PROJECT AND iO ASTH ?i8-81. WE rVATHER CZRTZFY THAT ANT WELDED WIRE AUIøGUPLID WILL CON'O%M TO A$TM -185 AND THAT ALL PROCESS99 FOR THE ABOVE STEEL OCCUAED IN THE UNITED S UC) GXd IIAPZR STL COMPANY 17 PLANT LOCAI'ION: 41 MUON QORGE ROAD SUPERIOR READY MIX CONCRETE, INC. 1508 WEST MISSION ROAD ESCONDIDO, CA 92029 (619) 745-0556 NAME: C.W. McGrath DATE: 12/28/92 Fax # 434-8320 JOB AND LOCATION: Tamarack Avenue, Carlsbad In order to assist you in your planning we are -pleased to quote you ready mix concrete prices that are good through December 31, 1993. PSI SACK CONTENT PRICE PER YD 2500 5.53 (520-C--2500) 3250 5.96 (560-c-3250) - 1.0 sand (CS-1) 2.0 3/811 (138-2) 3.5 3/8" (138-35) High Early may be added to 560-C-3250 @ 16 oz/cwt, *Prices do not reflect sales tax. CEMENT DIFFERENTIAL: For mixes varying from 5.0 sacks per cubic yard, add at the rate of per sack. MINIMUM LOADS: 8-cubic-yards. An extra charge will be made for loads of less than •8 cubic yards. STANDING TIME Prices are based on 4 minutes per cu. yd. standing and/or unloading time on the job for each truck. Time in excess of 4 minutes per cu. yd. will be charged for at the rate of $0.70 per minute. Time computed from time of arrival at the job. DISCOUNTS: $0.50 per cu. yd. 10th prox. on concrete only. SPECIAL PROVISIONS: All deliyeries will be made during normal 40 hour work week, Monday through Friday inclusive. For deliveries at other than stated above, an additional charge will be made. This proposal is subject to acceptance by the buyer within 30 days from date hereof after which time it will be of no force or effect except at the option of the seller. Accepted: Superior eady Mix Concrete, L.P. By: .' .44 qft SUPERIOR READY MIX CONCRETE L.P. 1508 MISSION RD., ESCONDIDO, CA 92029 619-745-0556 CONCRETE MIX DESIGN 5553' [ 1 2500 PSI 12/28/92 CONTRACTOR : C.W. MC GRATH ft PROJECT : TAMARACK AVENUE, CARLSBAD SOURCE OF CONCRETE : SUPERIOR READY MIX CONCRETE, L.P. CONSTRUCTION TYPE : VARIOUS PLACEMENT : . TRUCK PLACE WEIGHTS PER CUBIC YARD MITSUBISHI TYPE .11 CEMENT,..LB SUPERIOR BL.-CONC. SAND, LB SUPERIOR 1"ROCK, LB SUPERIOR 3/8" ROCK, LB WATER, .LB (GAL-US) AIR ENTRAINMENT, ? WATER/CEMENT-RATIO, LBS/LB SLUMP, IN CONCRETE UNIT WEIGHT! PCF (SATURATED, SURFACE-DRY) YIELD, CU FT 520 2.65 1374 .8.37 1522 9.31 151 0.92 325 ( 38.9) 5.21 2.0 +/- 1.0 0.54 TOTAL 27.00 0.63 4.00 144.2 COMBINED AGGREGATE GRADIONG CONFORMS TO GRADING STANDARD -03 SPECIFICATIONS FOR PUBLIC WORKS. PREPARED BY SUPERIOR READY MIX CONCRETE, L.P. kiJ 520-C-2500, MIX #55539 SUPERIOR READY MIX CONCRETE MIX ANALYSIS W 0 R K A B I L I T Y MIX VOLUME, CU FT 27.00 COARSENESS (Q / (Q + I)) • 61.7 WORKABILITY 37.9 W - ADJUST 36.7 PERCENT MORTAR 57.2 TOTAL FINENESS MODULUS 5.17 A I --------- - - - I_ I ---------I I _I .*, I I I I I I I I S I S S S I I• I S S I I I I I I S I I S I I S I S I I I $ I I I $ An . S ---------S__ __.....I ---------I_ •...._I _I I I I I S I I S I $ S I I I I I S I I I I I $ I I I I I I S A$ I qç S ---------I ---------I ---------I_ ......e........I a • I I I I I ............ I a i I ••ss•••s•..s•. I S I I .....e..... I S I S I I I ........... .a S I S ••S•SSSSSSS•I• I I n a ---------I ..........._..___$ ---------I --------- 25 I I S I I ........... S a S - .............. i I a a ........... a • a a I.............•e I S S S S I $ .1 I.......... S I S• a .....___._.a ---------s ---------I ---------a ---------I w I..... S I I - S x - TOTAL MIX : o - AGGREGATES : * - BOTH n I U 5 ---------- a -- I I I a s I 100 80 60 40 20 0 C 0 A R .S E N E S S MATERIALS CHARACTERISTICS STONE 1 STONE 2 SAND DENSITY, SP G 2.62 2.62 2.63 % PASSING 3/8 " SIEVE 24.0 95.0 100.0 % PASSING # 8 SIEVE 1.0 1.0 83.0 FINENESS MODULUS 7.11 5.84 2.93 PERCENT OF AGGREGATE 50.0 4.9 45.0 NO SEVERE EXPOSURE 40 -' 520-C-25009 MIX #5553, SUPERIOR READY MIX CONCRETE FULL GRADATION ANALYSIS SIEVE STONE 1 STONE 2 SAND PASTE TOTAL AGGR. 1-1/2 100.0 100.0 100.0 1 98.0 . 99.3 99.0 3/4 " 62.0 . 86.9 81.0 1/2 U 34.0 100.0 77.2 67.0 3/8 " 24.0 95.0 100.0 73.6 61.7 4 2.0 20.0 98.0 62.9 46.1 U 8 1.0 1.0 83.0 57.2 37.9 # 16 - - 63.0 50.6 .28.4 U 30 - - 39.0 43.2 17.6 # 50 - - 18.0 36.7 8.1 U 100 - - 6.0 32.9 2.7 U 200 - . - 2.9 100.0 32.0 1.3 U 325 - - - 95.3 29.6 - Liquid - • . - - 68.5 21.3 - GRADATION CHART Inn $_ * I _I_I __S -----U S I S S _____ U -----I___I S I I ------ S S I I I I I S I I S I S I $ I I S I I I I S S S S S S S I S S I An ', I S S S I I 5X s S .1 S I I S •.i S I S S S s s s s Ofl 5 uu ISO 5 S I ------ i_S • s 5 5 - . - s s S s. s ---------I___I S I I I I I S S $ I S S x S S I s s i I I S S S s • 1' A I I', 551"11 $ I S S I I S I__ S i S I I __I_ __S___I___I• U I I S I I • I I S p S 0$ •X S S S s s s I I $ S I i s s Li n I uu I I. S . _S -----S s s 0 -----5 -----S___I i i ------ s • s. i s £ I I S S S S • 'II X i s s s nI "V •5I5 I S I I __S -----I I I I -----------a___I I X • . ------ s i 5. .5 • S. •I S s • • • 0 S S s s X I I I I I s • 'A AA S ,u s S_S___I_S___S -----------I i i i s s 0 s -----I___U ------I -----I___S___S s • • , I S S $ S S S S S S S .5 S S I S S I S S X X ')A S uV •si I I S I S ____I ss -----------I_I 0 ------S -------------S X X y A 1 I I S •S S I S S S S I S S I I S $ S I S S S S S S S I Li ')fl S U I5 $ I___S_I___I -----S S S S S -----I ----------S I S ------S -----S___I___ I I S I a- S S $ I S S S S S S U • I $ S S I S S U I InS LV I S S___S_S___S -----S S S I I S ------S -----I ---------- S I I S I S $ I S S S I $ S $ I U I S S S I I •U 5 5 I " I S 1 I - ', S I_S___S_I___S -----I S S U S S -----S -----I___U ------I ----- _ --- _--- U S I I S .1 13 13 U # U U U 1 2 3 L SIEVE . / // 4 8 1 3 5 0 0 2 i 5 4 28 6 0 0 0 0 5 q x - ALL COMPONENTS 0 - AGGREGATES * - BOTH Ml 5596 •[ I SUPERIOR READY MIX CONCRETE L.P. 1508 MISSION RD., ESCONDIDO, CA 92029 619-745-0556 CONCRETE MIX DESIGN 3250 PSI 12/28/92 CONTRACTOR : C.W. MC GRATH PROJECT : TAMARACK AVENUE, CARLSBAD SOURCE OF CONCRETE : SUPERIOR READY MIX CONCRETE L.P. CONSTRUCTION TYPE : VARIOUS PUBLIC WORKS PLACEMENT : TRUCK PLACE WEIGHTS PER CUBIC YARD (SATURATED, SURFACE-DRY) YIELD, CU FT MITSUBISHI TYPE II CEMENT,. LB • 560 2.85 SUPERIOR BL. CONC. SAND, LB 1379 8.40 SUPERIOR 1" ROCK, LB • 1679 10.27 WATER, LB (GAL-Us) 325 ( 38.9) 5.21 AIR ENTRAINMENT, % 1.0 • 0.27 • TOTAL • 27.00 WATER/CEMENT RATIO, LBS/LB 0.58 SLUMP, IN - • 4,00 CONCRETE UNIT WEIGHT, PCF 146.0 COMBINED AGGREGATE GRADING CONFORMS TO GRADING "C" STANDARD SPECIFICATION FOR PUBLIC WORKS. 560-C-3250 MASTER BUILDERS 122HE MAY BE ADDED AT 16 OZ/CWT FOR HIGH EARLY STRENGTH. . PREPARED BY :At)t,1(5 147trJa SUPERIOR READY MIX CONCRETE L.P. W 0 R K A B I L I T Y 560-C-3250, MIX #5596, SUPERIOR READY MIX CONCRETE MIX ANALYSIS MIX VOLUME, CU FT 27.00 COARSENESS (Q / (Q + I)) 67.3 WORKABILITY 37.9 W - ADJUST 37.8 PERCENT MORTAR 57.1 TOTAL FINENESS MODULUS 5.23 A I I I ____I ---------I --------- 40 I I I I I I I S S S I I S S I I I I I I S I S I S I S I S S I I I I I I I I I Aft I S I S I I .*u I ---------I ---------I ---------S ---------S__ I I I I I I I I I I I S I I * S S I .1 I I I S I I I I S I $ S •ss••I•••I ,c S S --------._I ---------I_ ................I U., •--------- I I I •...•.•.se.•ss•I I I S I •SSS••SS•S••S• I •S .e......... I $ $ I •••••s••••• S I I ••S!SSSSSSS I I I S •SSSSS•SS•••IS .. I I I ---------S .............__..._S ------__.5 ---------I U, 5 S I I I I ........e.. S I I I •SSSSS•SI•S••• S I ........... S I -- I I S............... S. I I I S.......... S S S I S I I I I.....___I ---------I ----------I ---------I ---------I ..., S..... I x-TOTAL MIX o -AGGREGATES : AGGREGATES - BOTH 20 -------- ---------- I ---------I ---------S $ _________ I —I I I 100 80 60 40 20 0 .0 0 AR S E N E S S [Q / (Q + I) ] MATERIALS CHARACTERISTICS STONE SAND DENSITY, SP G 2.62 2.63 % PASSING 3/8 " SIEVE 24.0 100.0 % PASSING # 8 SIEVE 1.0 83.0 FINENESS MODULUS • 7.11 2.93 PERCENT OF AGGREGATE 55.0 45.0 NO SEVERE EXPOSURE \ .4 Ab 560-C-32509 MIX #5596, SUPERIOR READY MIX CONCRETE FULL GRADATION ANALYSIS SIEVE STONE SAND PASTE TOTAL AGGR 1-1/2 it 100.0 100.0 100.0 1 of 98.0 99.2 98.9 3/4 to 62.0 85.5 79.1 1/2 it 34.0 74.9 63.7 3/8 to 24.0 100.0 71.1 58.2 # 4 2.0 98.0 62.1 45.2 # 8 1.0 83.0 57.1 37.9 # 16 - 63.0 50.4 28.4 # 30 - 39.0 43.0 17.6 # 50 - 18.0 36.4 8.1 # 100 - 6.0 32.7 2.7 # 200 - 2.9 100.0 31.7 1.3 # 325 - - 94.9 29.3 - Liquid - - 65.8 20.3 - A. GRADATION CHART IflA I I $___..$ I I I ___ S ------ S _S_ I S S S S I S I S I S GA I__ I__I__IS___I __I -----I_ - S_ I I S S I I S I I S S I S S S S S I I IX • • s • s i •s s s a on I •____I_S__ I ____I -----I_ I_ I 1 a s I I S S - S I I S S S S S S S I S S I Xi S S S I I I S S 'TA I SI__I_ .___I------I -----I__. a_____I S I', 5 I I 1X , s i a a - s. s s I I I S I I S l• I I S S 11 'S I •I S I I S I on X S I I I - S I_I i, I 10 S a .s - I ----- S I I I I I I I S I S I S I S I I S I S X AI S_S...........I S_I ____S -----------S_.....s ------ S 5 .1 5 S I X S I I I $ S I • a a a I S I. S• S I • i i s 0 s s X s a S AA S ae_ S S I -----------I S_S _S .tu a a a a s a 0' S a a a I I I I S S I S S S I I I I S S I I I I S X X a a n S as • a S _I_ - - ss_ a -------------a uV.I___S S I S S a 0 - a I S X X I S I •a S S S I I I a a a I I a I S a a S a $ I I I a s I I S S S I S ss_.._ IISSSS -----S -----S ---------I ------I I -, I I S I S I a • I I I a a • I $ a a s I • a I S i a ins a a - I I__I __s -----S -----S ----------S ----- LV 55 S S I S S S S V I I I I I S S .5 5 5 I a a a $ I I S I I I S S I V 5 5 AI I S a • a ...._s -----s_ • S I - V saIS S S S I 1"1 0 0 1 13 13 # # # # # 1 2 3 L SIEVE . / /1 4 8 1 3 5 0 0 2 i 5 4 28 6 0 0 0 0 5 q x - ALL COMPONENTS o - AGGREGATES * - BOTH P E R C E N T P A S S I N G ahk SUPERIOR READY MIX CONCRETE, L.P. 1508 WEST MISSION ROAD ESCONDIDO, CA 92029 (619) 745-0556 CONCRETE MIX DESIGN MIX # CS-1 DECEMBER 289 1992 CONTRACTOR: C.W. MC GRATH PROJECT: TAMARACK AVENUE, CARLSBAD SOURCE OF CONCRETE: SUPERIOR READY MIX CONCRETE, L.P. CONSTRUCTION TYPE: VARIOUS PLACEMENT METHOD: TRUCK PLACE WEIGHT PER CUBIC YARD (SATURATED, SURFACE-DRY) YIELD, CU.FT. MITSUBISHI TYPE II CEMENT, LBS. 94 0.47 SUPERIOR 1" ROCK, LBS. 0 0 SUPERIOR 3/8" ROCK, LBS. 0 0 SUPERIOR BLEND CONCRETE SAND, LBS. 2950 17.9 WATER, LBS. (GAL-US) 500 60 gal. 8.01 AIR ENTRAINMENT, % 2 0.54 TOTAL 27.0 MASTER BUILDERS POZZ 322N9 OZ WATER/CEMENT RETIO, LBS/LB 5.319 SLUMP, INCHES 6 CONCRETE UNIT WEIGHT, PCF 131.2 PREPARED BY : ui/bilk SUPERIOR READY M X CONCRETE, L.P. SUPERIOR READY MIX CONCRETE L.P. 1508 MISSION RD., ESCONDIDO,.CA 92029 619-745-0556 CONCRETE MIX DESIGN 138-2 [ ] 12/28/92 CONTRACTOR : C.W. MC GRATH PROJECT .: TAMARACK AVENUE, CARLSBAD SOURCE OF CONCRETE : SUPERIOR READY MIX CONCRETE L.P. CONSTRUCTION TYPE : VARIOUS PLACEMENT : TRUCK PLACE WEIGHTS PER CUBIC YARD (SATURATED, SURFACE-DRY) YIELD, CU FT MITSUBISHI TYPE II CEMENT, LB 188 0.96 SUPERIOR BL. CONCRETE SAND, LB 3.448 • 8.82 SUPERIOR 3/8" ROCK, LB 1763 10.78 WATER, LB (GAL-US) 385 .( 46.1) 6.17 AIR ENTRAINMENT, % 1.0 +1- 1.0 0.27 •. TOTAL 27.00 WATER/CEMENT RATIO, LBS/LB • 2.05 SLUMP, IN 4.00 CONCRETE UNIT WEIGHT, PCF 140.1 maL PREPARED BY SUPERIOR READY MIX CONCRETE L.P. SUPERIOR READY MIX CONCRETE L.P. 1508 MISSION RD., ESCOND100, CA 92029 619-745-0556 CONCRETE MIX DESIGN 138-.5 [ ] 12/28/92 4 CONTRACTOR.: C.W. MC GRATH PROJECT.: TAMARACK AVENUE, CARLSBAD SOURCE OF CONCRETE : SUPERIOR READY MIX CONCRETE L.P. CONSTRUCTION TYPE : VARIOUS PLACEMENT : TRUCK PLACE WEIGHTS PER CUBIC YARD (SATURATED, SURFACE-DRY) - . . YIELD, CU FT MITSUBISHI TYPE II CEMENT, LB 329 1.67 SUPERIOR BL. CONCRETE SAND, LB 1395 . 8.50 SUPERIOR 3/8" ROCK, LB 1698 10.39 WATER, LB (GAL-US) . 385 ( -46.1) 6.17 AIR. ENTRAINMENT, .% . 1.0 +/--l.0 - 0.27 TOTAL 27.00 WATER/CEMENT RATIO, LBS/LB . 1.17 SLUMP, IN 4.00 CONCRETE UNIT WEIGHT, PCF 141.0 PREPARED BY :&i( SUPERIOR READY MIX CONCRETE L.P. 04/12/92 08:14 BUDS TRUCKING 7? P02'05 TEL:1-619-259-0225 Dec 03.92 16:31 No.004 P.01 Pal ril.rVAN Fax rransmittai Memo 7672 TO 44I44&46' 0am91a1 •h44: l.oc4L Fa1I,,f 4./39/40 Cwnmsnts ,Fvom / II company locauon aw / A' Qfteturn OCIUOSkUP /i - SOUTHERN CALIFORNIA SOIL & TESTING, INC. Sitvt Ai,aLYsss 1; pmi Ti T7 — TIT 0 0 04/12'92 08:15 BUDS TRUCKING 729 P03/05 m mmmmm-mmm mmm on, M-1 M. m m m m m = m m m mm m-mmmmmmmm mmmmmmmmmmm M- m- mmmmmmm m mm- mmmmmmm.m mmmmmm __ - Ti . v171 I- -i-I--J -- - - , 4' -, • A o: • 4 4 I _ZcF3 04'12'92 ee:15 BUDS TRUCKING TEL: 1-619-259-0225 729 P 4/05 Dec 0392 16:32 No.004 P.02 !E ![ P!JL - - - - - . - - - - -_- ---------- -n______ • - - - - 04/12J/92 08:16 LI . Hi'qi BUDS TRUCKING 729 P05#'05 bill is hliNxIb FAX NJ, .819 M W28 P.02 U ___ S1'? CONSULTING GROUP 4455 Murphy Canyon Road, Suite 100 (619) 573-0069 - Facsimile San Diego, California 92123 (619) 573-1777 - 't1ephone PHYSICAL PROPERTIES OF AGGREGATES Client -_SIMJ. HARRIS - Job No. 91129 Lab/Invoice No. Dote of Report Reviewed By I Pioje.i Conformance Touting LceiIon Mniir Sampled By S.C.G. Dot. 1•I4-92 Type of Aggregate Yellow Fill Submitted By Tom Stone Data Source of Aggregate Miemer Plaint -- — Authorized By -- Data — -- l.i,.. An..ligI. AaTi 1!if 4 Iia — 0P.iaIo1 -I-- Situtire — — -- 'S -. . .-.--- U- - 100___ -- — 99 __________ 1/4 92 -- in - 89 318 .. - 24 - 77____ -- -73 -- _1iL.. 69 — ------- #30 62 ISO 46 #100 30 #200 19.8 • _ Ft... ATM C117 - - -. V• ric ...Si.. Tut — - 'Post ATO - ASTM 692 sou pduss by - _________ I odlIiInlulCal.t ASTMt'311 -. - % Woer. 100 aiv. C111 OradiA — % Wear. 300 rev. .— -- ray. C5 Orndjni! % %Viw. I000 v. -- - It-V alue_!1 3Q0. eXUdAtiOn -39 Liquid Liiitk 211 Plas6o.4ZInJax 4_-- £nnVn11ie - CeIjf227--- Sand Eqiveknt Velit. .' . . -_. Calif. 211 anton Inde* . S. ________ uBa 39.2 Moisture Reieiloni Me*. Dry Dcn.liy, pc( 123.5 a D698 of Dill? a AASHTO 799 C) AASJ4TO T10. __i Optimum Moi.wre, % 9.1 -. Method — - — --- Aboi)IiOn. % D C12 Bulk (Dry) Silk (SSD) AppePlit DEC 04 196 22:06 CALIFORNIA ELEC. CV or r Will pe Data Sheet: P.V.C. Utility Duct February 1987 ...i..-Conduct 20-Encased Burial ILL. Listed - -. Conforms to: NEMA TC-6. UL 651A. 657A, ASTM F512 I4omInaJ . Pipe Outside Inside sin Diameter Diamigr Minimum Wall TWcknm Appio* 1Ahw Per 100. Feet Per Lilt Approx Weight Per Lift - 2 2.375 - 2.255 .060 31.2 2100 655 3 3.500 3.378 .061 51.7 1500 -- 778 3½ - - 4.000 3.856 .072 60_ _1480 992 4 4.500 4.3W .062_85.3 960 819 5 5-663 5.357 .103 134.8 - 660 890 -. - 6 - 6.625 6.375 - - .125 185.5 360 Conduct 35-Encased Buñal Heavy Wall - Conforms to: NEMA 1C-8, ASTM F512 Nominal Minimum Approst Approx PIpe Outside Inside Wall Weight Feet Weight Slav - Diameter - ------ Diameter Thickness Per 100' Per Lift P., Lilt 3 3.500 3.340 .078 81.5 150) 923 4 - 4.5(10 4.292 .100 107.8 960 987 5 5.563 5.3111 .126 156.4 660 1032 - 6 - 6.625 6.317 .152 224.0 - 3110 8011 Conduct 60-Direct Burial Conforms to: NEMA ic-a ASTM F512 C Nominal Minimum - Apgwat Apprux K" Outside Inside Wail Weight Feet Weight .' Size Diameter Diameter Thicknasa Per 100. Per Lift Per Lift 2 2.375 - -. 2.245 -- -- - .060 - 35.3 2100 - 741 3_ -. 3.500 3.216 .092 78.4 1500 1146 3½ 4.000 - 3.787 .107 95.3 1480 1410 4 4.5(10 4.244 .121 - 125.8 960 1208 5 5.583 5.247 - .152 192.0 660 1267 6 -- -- - 6.625 6.259 .182 263.6 380 949 Conduct 120-Direct Burial Heavy Wall Conforms to: NEMA TC.8. ASTM F512. PI-66 Nominal Pipe Size Cuisine Diameter . Inside Diameter Minimum Wall Thickness Approx Nv 100 Fist Per Lift Appiox Weight Per Lilt - 1.315 - 1.189 -- .060 - 16.9 6300 1065 1.900 1.780 .080 24.8 -. 3020 -- 749 2 2.375 2.221 .077 473 - 2100 888 3 3.500 3.264 .118 91.9 1500 1379 4 - 4.500 4.1110 .154 156* 960 1499 5.563 5.181 .191 -- 230,8 660 1522 - 6 6.625 _6.171 .227 3284 360 1175 PACIFIC WESTERN EXTRUDED PLASTICS COMPANY PD. Box 10049, Eugene. Oregon 97440 Telex No. 151040 PWPIPE (503) 343-0200 Rwdw No. I'S i#sr DC 04 196 2:07 CALIFORNIA ELEC. CU wr-pe Dab Sheet: P.V.C. Utility Duct 99? P02 February 1987 W.U.C, 3.1 lVpa Duct Conforms to: Western Underground Dimensional Requirements Nominal Minimum Approx Approx Pipe outside kwido Well Weight Feel Weight _______ Diameter Diameter TIUGknUS Per 100' Per LIII Per Lift 1.315 1.175 -. .070 19.6 6300 1235 1½ 1.900 1.720 .090 36.6 3200 1105 2 2.375 2.195 .110 56.0 - 2100 1176 -: - 3.500 3.290 - .125 948 - 1500 -- 1422 4 4500 - 4.240 .160 158.1 960 1499 DB-100 Conforms to: ASTM F.512 Dimensional Ratios Nadnal - IVsiimum Ajpmx Approx Pipe Outside Inside Wail Weight Feet Weigh, Siza Diameter Diameter Thickness Per 100' Per Lift Per Lilt 4 - - 4.500 4.208 .140 - 142.9 - 960 1372 5 5.583 5.203 .180 217.8 - - 860 1437 - 6 - H. VA - 6.199 - - .213 307.0 360 1105 GT'80 General Telephone Duct 25' Nominal - Minimum Appmx - Approx Pipe Outside muds Wail Weight Feet Weight Diameter Diameter Thickness Per 100' Per Lift Per Lift 4 -- 4.500 - 4.208 .140 142.9 _1200 1715 -Mmopw 1pe C-Duct Conforms to; Pacific Bell Spec: FT-77 Nominal Minimum Approx Approx Pipe 0utldi Inside Wall weight Feet Weight She Diameter Diameter Thickness - Per 100' Per Lift Per Lift - 4 - 4.350 -- - 4.110 .100 144.0 960 - 1095 M products are suppled 2 with moulded beg end. OXCe1hIchls25'b1g PACIFIC WSWUI EXTRUDED PLASTICS COMPANY P0. Box 10049. Eugene, 0iin 91440 (503) 343•0200 Telex No. 151040 PWPIPE pAwaff No 913 lie? Plastic Spacers for Duct Vertical and Horizontal Interlocking For completely enclosed and locked-in duct banks They snap together vertically for fast, secure field assembly. Only two components, base and intermediate, are needed. Banking is not necessary. To prevent the top tier from (bating during encased burial, it is suggested that an intermediate spacer be used as a cap. SPACERS ARE DESIGNED FOR USE WITH PLASTIC DUCT ONLY. MAO, INTERMEDIATE AND BASE SPACER DIMENSIONS i)C 04 V95 22:07 CALIFORNIA r%LEC. Cu EY? P03 DUCT SWEEPS - Size Degree Ir Radius 24" RadIus 3r Radius 48" Radius 60" Radius 150" Radius 00 2.93 3.83 4.90 - - - 111k 45 2.60 2.53 3.85 - - - 30 - • - - 221h • - - - - - 90 3.40 4.27 5.53 1.60 - - - 45 2.70 3.93 3.95 5.63 - - 30 3.55 3.90 4.80 - - - 221h - 90 5.31 867 8.60 12.35 - - Q 45 5.15 5.29 5.32 8.55 - - 30 5.95 5.37 7.27 221h 7.30 - - - - - 5.53 600 - 90 - 11.03 13.80 18.67 - 20.95 A 45 - 7.20 8.39 10.20 17.63 25.50 -r 30 - - 7.95 10.17 11.10 19.90 2214 - 10.70 9.90. 10.10 - - 12.93_ 16.75 90 - 20.40 -- 28.10 29.98 45 - - 13.25 15.00 27.50 36.55 30 - - 13.17 15.33 14.55 21.80 221h - - 11.90_ 13.17 13.67 23.10 -- 90 - - 31.17 36.13 38.60 104.67 45 - - 26.37 30.30 35.67 48.80 30 . - 20.40 22.57 26.90 35.73 221h - - - - - I - Duct Sweeps are made from 0B60 BASES- - - INTERMEDIATES Size 2x1½ A 4.212 C . 3.875 Size 2KV/i B 3.875 C 3.675 2x3 - 4.236 5.370 2x3 5.370 5.370 3X1½ 4.800 6.000 - 3x1'h 5.000 5.000 3K2 4.800 5.500 3'2 5.500 - 5.500 - 3x3 4800 8.500 3K3 6.500 6.500 - - 4x1 - - 3.950 - 5.350 01 5.500 5.350 4xV/a 5.300 6.000 01'/a - 8.000 6.000 02 5.300 6.500 - 02 6.500 - 6.500 - 03 - 5.300 - 7.500 - 03 7.500 - - 7.500 5x1Va 5.830 - 7.080 - 5'1¼ 7.080 - 7.060 -- _5x2 5.830 - 7.560 5x2 - 7.560 7.560 5x3 5.830 8.560 - 5'3 8.560 8.560 6c1½ 6.632 8.664 6X1Ya -- - 8.664 8.664 Gx3 - 6.480 9.820 - 6x3 9.820 - 9.820 Prices subject to change without nonce. -.... PACIFIC WESTERN EXTRUDED PLASTICS COMPANY Possession of this catalogue does not constitute an offer to SaIL N M P. o. sox =49 DATE 0188 TELl!PtIONI EUGENE. OREGON 03) 343.0200 .2 (503) 747.4255 p.c.. r 360 3/4x60 ft. 200 : 860 3/4*60 It. 180 I I 822 3/422 100 210 2*100 ft. 10 MU. 24 220 2*100 It. 20 MU, 24 DT260I 2x60 wdI._l:t.I 24loth DEC 04 196 22:08 CALIFORNIA ELEC. CU 897 PO4 February 1991 CAT. NO DESCRIPTION UNIT STD, PEREA.I. 3/466 'PVC- 80c 600V COLOR cj 66 packed In Individual plastic 10 100 CODING 66C Sam. a. .bous except .IIn_wrapped. 10 100 Available in the IollowIn8 color 21.. While Red Yellow Orans. Brown Grew Green CARTON --V,-- 255-CL 2* Yds. Clear Polypro 36 SEALING 255-TN *zUYds.T.n Polypro 36 - IIIJl n 1iei HI-TECH Ficois Retardant.. Weather and Cold n..s.tt pvc® #99"Top of the Line CTN HI-TECH PVC 3/4x66' U/L Individually boxed 10 - STD 100 AT.NO.i DESCRIPTION Per ctn.11/2 S*d.IStd. pkw.1 PVC ED FRICTION RUBBER PIPE WRAP SURFACE MARKED G-1260 112ii60 yds. 72 G3460 3/4*60 yd.. 48 G1060 ioo yds. - - 36 75417 3/4*60 yd.. - 48 . 7 100417 11160 yds. 36 150-MT 1-1/2*60 sd.. 24 200-MT 2*60 yd.. ..-•------ .. 24 -.. - DUCT GLASS FILAMENT STRAPPING MASKING 211 915 707 821206 707 707 8212 11 707 50 23.10 LAVEUGE NUMBER OF SOLVENT CEMENTED JOINTS PER 07. CEMENT " %" 1'/à' 114" 1 2" 1 3" 4" 1 6" 300 I 200 J125 105 90 60 40 30 10 DEC 04 196 22:09 CALIFORNIA ELEC. CV 897 P05 Pipe Straps 8178 0100 - 1 200 fq 61780125 1'6 200 81780150 1%---200 61780200 - 2 200 Tapered Plugs 81800200 2 50 3 .06 WiRing . 8100 01Q9 3 60 9 .82 7 8180 0400 4 50 10 1.12 111800500 5 40 10 1.46 81800600 - 11 20 10 2.30 FSE Conduit Boxes 0075 '4 - 10 4 A00 tEE!) 8152 0050 ½ 10 4 3.815 8152 6152 0100 1 10 4 4.40 use Spacers FSS Conduit Boxes 61530050 .% 10 4 4.06 4.39 61510075 V4 10 4 81830100 1 8 3 4.66 FSC Conduit Boxes 01540050 W 10 4 4.05_ 81540075 % 10 3 4.39 SIZE PRICE Blank Cover for FS Boxes _6158 0000 b361- 50 4 1.63 fill all F3 Boxes and InckWas screws iM pskot Noes; P11g.. on PS bozss InIOe cover. gaskets and acvSwa Junction Boxes 8180 04000_. 4x4114 12 11 - . 10.50 616006004 ISx6x4 12 19 12.84 610006008 8x6x6 - 12 14.99 816006004 8x8x4 5 16 - 24.20 016012006 12024 3 22 34.12 Includsc Covet. QS$kOt and screw.. Junction Box Adapters 81020400 4 6 9 6168060030 8x3 95 38 97.00 For 3W duCt -use 4" spacers. IntermedIate 6168 020015 2 x 1% - 350 34 36.00 Spacers 6168 020030 2 * 3 200 27 41.00 For 3Y," duct -use 4" spacers. Standard Radius Elbow Dimensions 5th. 40 and 80' r~ .t 1 A sin (b.) A B Mlii. (In.) C Mhn,(In.) Six. (In.) - A B Mm. (In.) C Mm. (In.) M - 4 1% - 2¼ 2.875 1 101!, 3 - ~ 150_ 4½ iVi 3 3.500 - 13 j.315 MI, i'4 3'h 4.000 15 3¼ VA L660 7Vi 24 S00 i6 3% 900 elk 2 5 5-5 24 2 2.375 - 9% 2 6 - 6.525 30 - 3v. ITEM - SIZE $70 EA PRICE N1118E8 CYN WT BD,.I EACH Schedule 40 71900050 Vs 50 .13 .63- Elbows 900 7190 0075 25 .19 .72 - Standard Radius ( 71450150 1~t 20 .47 2.99 --- 71450200 2 20 .88 - 3.00 71450250 2¼ 20 1.3 565 71450300 3 2.0 9.!L- 7145 0350 3'k_2.6 _..._J0.83 71450400 - 4 3.4 18.00 _7145 0600 _5 _6.1 - 25.05 71900500 _5.._10.4830.35 is'LlST.EDj - iis0000 n 10:0 - 37.30 ED1 - iig00000 6 16.72 51.40 ...,, .. . . . Schedule 40 Elbows 450 Standard Radius DEC 04 1 96 22:10 CAL. I FORN I A ELEC. CV 89? P06 Jj7ftedStaft---Rope Cornpay CORDAGE INSTITUTE ROPE SPECIFICATIONS I UTION, I To.$d Laid and Igi-$I1w,dpisII.d 1SqLLM1rotqL#k WornoNc LQAO6AAE OUIOEUNE,QNLYI (9lindild Cdn.vwolloai) bO$lafli and fsm. NOMINAL 1116 PCLWIIOPflSNI NTI.ON PO1f TI?, -- tOw,, T.nal. Wsai.I. T,mai. W.eioi N.*Ilop cPs.m• 0...t Sh.Ii Saluly La" 0,11587 Bvsni Satsip Load D.av 111.11011 Isluly Load s.u$lr biuMe W1CU 4 PsiW, b.4 (bsst5 ( F (ks) - (t.noUu (s4 - -Mai 2114 *11 .7 710 10 72 1.0 900 12 76 1.2 900 10 90 114 314 12 1,180 10 11* 1.2 1,490 19 124 2.0 1.490 *0 141 _w'e I 1.5 --1.710 10 171 2.5 23O0 12 0.1 2,300 - 10 *30 - WI $ ill - *4 1.440 10 544 31 3,340 17 VS 44 2.340 10 334 711. 1114 3.9 11196 S 233 3.0 4.300 II 410 1.2 4.000 8 200 112 1 V2 4.7 - o.160 , 490 4.3 6.180 11 820 _$.0 3.1160 0 540 0110 1214 9.1 4.90Q - 3 673 III 1.200 IQ 720 10.9 7.200 S 900 WI $ 7.2 11,400 I T0 10.3 1.300 19 035 13,0 5.000 I 1.130 314 gild 10.1 7.660 - 7 - toeo 14.6 12.800 . - 1.400 J74 11,300 - 7 toio 711 42/4 12.0 *0.400 IF 1490 10.0 11,000 I 2.000 33.0 *4200 7 2.010 I 3 13.0 11400 7 t,4e0 *11.4 22.6001 I 2.920 30.4 10,000 7 14420 ilia bill 23.4 10.500 7 2.300 340 19.000 9 1.329 40.0 20.000 7 2.300 '$14 I 314 11.0 19,300 7 2.700 404 33.900 4 3.710 '4.3 29,300 7 4.280 OIlS is 30.4 31.200 7 2,020 42.0 34000 9 4.330 52.5 53.000 1 4.320 $112 -- 4112 3*4 20.500 7 3.320 113.O 47.600 9 6.330 07.0 - 43.200 . 7 4,060 131$ 6 41.4 - 33.400 1 4.020 414 99300 6 6400 12.0 41.300 7 7.340 1314 5113 24.0 33.900 7 0.550 03.0 10.006 9 7,500 95.0 411000 7 0.700 2 4 1_$2.0 44.300 7 5.700 193.0 03.000 9 9.200 110.0 72.000 7 10.300 NOMI4AL SILl GOMPQSIT* tP0l.Y4TSIP0I.YP) - -u- -I--. tMNI - unar H.w.p. I.s.o. --_ Wi.M*g LIM.? Now Qs T.n.u, - wsaliMg -- 0IMsi laws Drnluy 4It1I00I) Sssgii, (h..) 10y ?sssw Liii 010.) b.afly 411.11001) evapph 1681 tiy hits? t.&d - lb..) 311$ 013 .94 -- 120 to 72 1.3 404 10 41 114 014 1.91 10130 16 113 2.0 640 10 54 5(1, 1 2.40 1.716, 10 171 _2.9,, 000 WMENEW 1, 10 90. 30 i lls 3.0 7,440 10 944 4.1 1,770 to 122 7,11 *114 1.0 0.113 5 302 1.1$ 11310 0 174 _1I1 lilt 0.6 3.700 • _7.3 2.300 --9-- 01*0 tWa 04 4I0 $170 13.4 46100 S ads 011 It 04 4400 I 700 13.3 4450 $ 490 12.0 7,360 7 1.080 II.? 4.500 1 100 711 1314 14.0 10.400 3' 1.400 12.4 4.000 - 1 092 I 6 III 12400 7 100 27.0 96100 1 1,120 1110 fl 1/L_ 990 10000 7 t310 30.0 10500 - j 1,040 1114 0314 33.4 10100 7 2.100 414 11.200 7 1,740 1 0119 4 33.0 21.200 1 6.020 41.1 13,900 7 1930 1117 4112 40.0 20.e00 T 4111110,_S0.0 14.700 72.360 10 . 3 03.1 52,400 7 4.620 144 2200 0, 1 2.100 1214 $119 954 20.500 3' 5040 $4.6 *3,300 1 2.400 2 4 73.0 41.900 7 1.700 134.0 *3.000 7 4.000 SJN$AR bdN$ITY Unset 0,115117 (pesind. per 100 lust.) shown Is "austip.' Miidmun% to 6% higher. NEW ROPE TENSILE 9TflN0Th6 Now Reps lsawll. $usaigihs are baud .00 bits of now and 111151usd 1O. 01 $**ilttitl coneruction In i000tdanca wOh .,des Institute standard lust Methods. W011119$Q LOADS we by reps Is 5044 soa810n wuWi ipp.'opdots spits.., 16 non-ws4o.j sppalsaponb, sod Wld.tnerm& sMss londilons. WoiIUn s.d. .ho.oi be sineeded only with 63iA 1100w11450 SI ssndldoais said piSIslilensi sMlioa$ss offill. Wo.Idaig bids shstald bo 1oa04d white Iii, Snb. N vakaW pro54oy we tvWiwd, w Is? 5480ptlonsl oarvisa 8imd10M such as shook load., sustained load., ilo, UICIM. APPUCA'f1011l. Wotidaig laids we not oac.,..lII kd.nd.d is apply In me.. ippilosUon. Where & 9wroU9h 50glnlsa0l0 8011711U of an sendlUons wit not be .*ouss.d In ssM. In sueft as... IinsiI. strength, .IsniUon, anstgy absorption, b.hsular under long term of oycile lo.dln0 said .*i.r psadn.nl properties of upm may b. .rslust.d 10.11gw the aalsst10i%of On reps hilt auOad to she rsçult.m.nw qi Ui. .pplloa*)on and an soulyslp of any ,Isk Involved In Its use. I DEC 04 '96 22:11 CALIFORNIA ELEC. CV 897 Pee - DUCrSWUPS Not.: Duct SweSpi are made from D840 900 SWEEPS be TYPI C SWEEPS - - hums. NIOOD -4 ui!'AaI 14$II$JJGhOO 4 a hI'4sSO 22%° SWEEPS - an'àx2s 710S4CO 4 m2P4mm3S 22OGdLiO 1sWh0i 14fl3OU'OO & 223CIOO 1 i4I3) 30• SWEEPS %Mmmyt 4 _30_3G - TMSMAM 4x303100 74301%0400 1 it 30 ii5O 4&SWIEPS we mm - M NOW 4 -- 74413O&OO -1.193! 31 !0r T 4 ,46i46 7145*%hIOO 4 N46200__ 1180 9008WEEPS 7$030EQO 490*6 oaao 4 0140 SWEEPS - 11%'SWEEPS 4 i11!4 1 &... 22W$WEEPS & u22%4i$ iaco&i • 1114& $56 4 0$WUPS sosoco - _4 SWEEPS 0350400 - 4 I023I - )450400 - I x50*41 5000500400 1 4 .50*50 100400 - 4 d0x120 -- NOT!: Sweeps she available In 013.400 encl 05.120. - Palomar Transit Mix Co. 849 West Washington Ave Escondido, CA 92027 619-480-8191 CONCRETE MIX DESIGN MIX ID : 392002 1 ) CONTRACTOR : Schilling Corporation PROJECT : Tamarack conversion SOURCE OF CONCRETE : Palomar Transit Mix PLACEMENT : 3/8 " place WEIGHTS PER CUBIC YARD (SATURATED, SURFACE-DRY) YIELD, CU FT Cement, LB 160 0.81 Flyash, LB 34 0.25 Pala WCS, LB 1594 9.36 C.Cyn 3/8", LB 1518 9.36 WATER, LB (GAL-US) 417 ( 50.0) 6.68 AIR ENTRAINMENT, % 2.0 +1- 1.0 .0.54 TOTAL 27.00 Daravair, OZ-US 1.5 WATER/CEMENT RATIO, LBS/LB 2.15 SLUMP, IN 4.00 CONCRETE UNIT WEIGHT, PCF 137.9 3/8" slurry P. 1 12/03/92 40 W 0 R K A 13 I L I T V 35 kE 25 45 MIX: 392002 MIX ANALYSIS MIX VOLUME, CU FT 2700 COARSENESS (Q / (0 + I)) 2.6 WORKABILITY 42.5 14 7 ADJUST 32.7 PERCENT MORTAR 66.1 TOTAL FINENESS MODULUS 4.29 I ---------I ---------I ---------I ---------I __________ I I I I I I I I I I I I I I I I I I I I I I I I I I• I I I ----- _________ I ---------I ---------I ---------I ----I I I I I I I I I I I I I I I I I I I I I $ I I I I I I I I ---------I ---------I ---------I - I I I I I I I I I I I I I ...........I II I ..............I X I I I I I I II ..............I I I I I I I I I ............I I I...............I I I I I I I I I I I I.....____I ---------I ---------I ---------I _________ I I I x - I TOTAL MIX o - AGGREGATES *-BOTH I ---------I ---------I ---------I ---------I _________ I I 100 80 60 40 20 COARSENESS [a/(Q+i)) MATERIALS CHARACTERISTICS STONE SAND DENSITY, SP G 2.60 2.73 % PASSING 3/8 SIEVE 97.0 100.0 % PASSING $ 8 SIEVE 3.0 82.0 FINENESS MODULUS 5.75 2.83 PERCENT OF AGGREGATE 50.0 50.0 MINERAL ADMIXTURE DENSITY, SP G 2.18 P. 2 12/03/92 MIX: 392002 12/03/92 FULL GRADATION ANALYSIS SIEVE STONE SAND PASTE TOTAL AGGR 1-1/2 " 100 0 100.0 1 " 1000 1000 3/4 1 100.0 100.0 1/2 " 100.0 100.0 100.0 3/8 " 97.0 100.0 99.0 98.5 ft 4 25.0 98.0 73.3 61.5 It 8 3.0 82.0 60.1 42.5 ft 16 - 62.0 52.2 31.0 ft 30 - 42.0 45.2 21.0 II 50 - 24.0 39.0 12.0 It 100 - 9.0 33.8 4.5 ft 200 - 4.0 100.0 32.1 2.0 It 325 - - 98.4 30.2 - Liquid - - 87.2 26.8 - GRADATION CHART 100 *---*-*---*--*---: -----------------:---: I I I I I I I I I I I I I I I I I I I I I I I I I I I I ------ ar f. I___I_I___I_I___I -----------------I__I I ,'# I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I o I ___I _I ___ I_I___ I -----I -----I -----I___ I ------ ' I I I I I I I I I I I I I I I I I I X i .,f I___I_I____I_I.____I -----I -----I -----I_•__I ------ 60 p I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I £_( I___ I - I ___ I_ I ---------------I -----I____ I ------ r,%, i I I I I '. A I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I -----------I__•_I ------ 'I p I I I I I I I I I I I I I I I I S I I I I I I I I I I I I 0 X Af I___II_I..I___I -----I -----I -----I ---------- 11 .-t.., I I I I I I I I I I I I I I I I I I I I I I I I I X p i I___ I - I___ I - I _I -----I -----------I.,__ I ------I -------------I ')J I I I I I I I 0 u X X i I I I I I I I I I I I I I I I I I I I I I I I I I I 2" I •__I_I___I •I___I -----I -----I ---------I ------ I I S I I $ I I 0 I I I I I I I I I I I I I I 11 I __I_I___I_I___I -----I -----I -----I ---------- .L../ 0 i I I I I I I I I I I I I I I I i i i I I 0 i , I____I__I____..I...I__.._I -----I -----I -----I___I ------I ______ --- ____ S., p I I I I I I I S I 1 13 13 it ft It It It 1 2 3 L SIEVE . / 1/ 4 8 1 3 5 0 0 2 i 5 4 28 6 0 0 0 0 5 q x - ALL COMPONENTS 0 - AGGREGATES * - BOTH P. 3 P E R C E N T P A S S I N G Palomar Transit Mix Co. 849 West Washington Ave Escondido, CA 92027 619-480-8191. CONCRETE MIX DESIGN MIX ID 495003 [ ) 2000 PSI 12/03/92 CONTRACTOR : Schilling Corporation PROJECT : Tamarack conversion SOURCE OF CONCRETE : Palomar Transit Mix PLACEMENT 3/8" place WEIGHTS PER CUBIC YARD CEMENT, LB FINE AGGREGATE, LB COARSE AGGREGATE, LB WATER, LB (GAL-US) AIR ENTRAINMENT, % WATER/CEMENT RATIO, LBS/LB SLUMP, IN CONCRETE UNIT WEIGHT, PCF (SATURATED, SURFACE-DRY) YIELD, CU FT 470 2.39 1613 9.47 1536 9.47 354 ( 42.4) 5.67 TOTAL 27.00 0.75 4.00 147.1 2000 Psi 3/8" slurry W 0 R K A B I L I 1 Y 40 35 25 20 PSI: 2000 PSI MIX: 495003 12/03/92 MIX ANALYSIS MIX VOLUME, Cu FT 27.00 COARSENESS (Q / (0 + I)) 2.6 WORKABILITY 42.5 W - ADJUST 40.0 PERCENT MORTAR 59.7 TOTAL FINENESS MODULUS 4.29 I ---------I ---------I ---------I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I -------------------I -------------------I ________ I I I X I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ---------I ---------I ---------I - I I I I I I I I I I I I ...........I II I ..............I I I I I I I I I ..............__I -- _I - I I I I I I I ...........I I I I ...............I I -I I I I I I I I x-TOTAL MIX I 0 - • AGGREGATES 1 1 *-BOTH 100 80 60 40 20 COARSENESS [oi(Q+i)] MATERIALS CHARACTERISTICS STONE • SAND DENSITY, SP G 2.60 2.73 % PASSING 3/8 " SIEVE 97.0 100.0 % PASSING $t 8 SIEVE 3.0 • 82.0 FINENESS MODULUS 5.75 2.83 PERCENT OF AGGREGATE 50.0 50.0 NO SEVERE EXPOSURE P. 2 PSI: 2000 PSI MIX: 495003 12/03/92 FULL GRADATION ANALYSIS SIEVE STONE SAND PASTE TOTAL AGGR 1-1/2 100.0 100.0 1 " 100.0 100.0 3/4 " 100.0 100.0 1/2 " 100.0 100.0 100.0 3/8 97.0 100.0 98.9 98.5 ft 4 25.0 98.0 73.0 61.5 ft 8 3.0 82.0 59.7 42.5 ft 16 - 62.0 51.6 31.0 ft 30 - 42.0 44.6 21.0 ft 50 - 24.0 38.3 12.0 4* 100 - 9.0 33.0 4.5 4* 200 - 4.0 100.0 31.3 2.0 1* 325 - - 95.6 28.5 - Liquid - - 70.3 21.0 - GRADATION CHART 100 *---*-*---*-*---: -----------------:---: ------------ P 1 E 80 C 70 E l KI I__ II 1• I 50 9O ----- I I I I I I I I I I I I I I I -----I I ----- ------I ----- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ----- I -----I -----I___I ------I ----- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I X I I I I I I I I__ I - I I -----I -----I -----I__ I ------ I I I I I I I I I I I I I I $ I I I I I I I I I I I I I I I I I I I I I I I I I I - I___ I - I ---------------$ -----I_ I ------ I I I $ I 'J A $ I I I I I I $ I I I I $ I I I $ I I I I $ I I I I I I I I I I I I I I_ I - I_ I - I ___I I -----------I_ I ------ I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I X I I I I A I-I S I I I I I - I I I - I ---------- I II $ I I -o I X $ I i I I I I I I I I I I I I I I I I I I $ I 1% I I I S 30 ---: - --- -: --- -------: ------ ------ T .1. I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1'I N 2O I I - I I - I I -----I -----I ---------I ------I -----I I I I I I I I I 0 I I I G I I I I I I I I I I I • I I I I I I I I I I I I I I I I I Il.. I I I I I I I -----I -----I ---------- III II I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 0 :---:-:---:-:---: -----------------:---: ------------ 1 13 13 4* 4* 4* 4* 4* 1 2 3 L SIEVE . / // 4 8 1 3 5 0 0 2 i 5 4 28 6 0 0 0 0 5 q x - ALL COMPONENTS 0 - AGGREGATES * - BOTH P. 3 Palomar Transit Mix Co. 849 West Washington Ave Escondido, CA 92027 619-480-8191 CONCRETE MIX DESIGN MIX ID C4700004 [49] 2000 PSI 12/03/92 CONTRACTOR Schilling Corporation PROJECT Tamarack Conversion SOURCE OF CONCRETE : Palomar Transit Mix Co. CONSTRUCTION TYPE PLACEMENT : 1" place WEIGHTS PER CUBIC YARD CPC type II, LB Pala Wcs, LB Pala 1", LB WATER, LB (GAL-US) AIR ENTRAINMENT, % Daravair, OZ-.US WATER/CEMENT RATIO, LBS/LB SLUMP, IN CONCRETE UNIT WEIGHT, PCF (SATURATED, SURFACE-DRY) YIELD, CU FT 470 2.39 .1410 8.28 1900 10.53 328 ( 39.3) 5.26 2.0 +/- 1.0 0.54 TOTAL 27.00 1.5 0.70 4.00 152.1 2000 psi 1" place P. 1 PSI: 2000 PSI MIX: C4700004 12/03/92 MIX ANALYSIS 45 MIX VOLUME, Cu FT COARSENESS (a / (a + I)) WORKABILITY W - ADJUST PERCENT MORTAR TOTAL FINENESS MODULUS 27.00 85.9 36.1 33.6 55.5 5.38 Af% I ---------I ---------I ---------I ---------I ---------I I I I I I II I I I I I I I I I I I I I I I I I I I I I I R I I I I I I I I I V I -? 5 I ---------I ---------I ---------I - I I I I ..................I A l I I I I A I I I B I I ...........I I I I ..............I I II I I I I I I L 30 --------- . :: :: : :•::: : ---- -------------------- II I I I I I I ...........I I I ................1 I I I I I I I I I I I I I I 25 .....___1 ---------II ---------II ---------II ---------I I I x - TOTAL MIX - o - AGGREGATES * - BOTH 20 I ---------I ---------I --------- I I --------- ---------I I I I. I I I 100 .80 60 40 20 0 COARSENESS [Q/(a+I)] MATERIALS CHARACTERISTICS STONE SAND DENSITY, SP G 2.89 2.73 % PASSING 3/8 " SIEVE 2.0 100.0 % PASSING # 8 SIEVE - 82.0 FINENESS MODULUS 7.38 2.83 PERCENT OF AGGREGATE 56.0 44.0 NO SEVERE EXPOSURE P. 2 PSI: 2000 PSI MIX: C4700004 12/03/92 FULL GRADATION ANALYSIS SIEVE 1-1/2 1 3/4 1/2 3/8 44 4 ** 8 44 16 *4 30 44 50 * 100 * 200 *4 325 Liquid STONE SAND PASTE TOTAL AGGR 100.0 100.0 100.0 99.0 99.6 99.4 59.0 84.0 77.0 23.0 70.0 56.9 2.0 100.0 61.8 45.1 1.0 98.0 60.8 43.7 - 82.0 55.5 36.1 - 62.0 49.3 27.3 - 42.0 43.2 18.5 - 24.0 37.7 10.6 - 9.0 33.1 4.0 - 4.7 100.0 31.8 2.1 - - 95.6 29.0 - - - 70.8 21.5 - GRADATION CHART -------------------1---: ------------ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I " I I I I I I I I I I I -I -----I -----I ----- o I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I -I -----I -----I ----- ------I ----- I I I A I I I I I I I I I I I $ I I I I I I I I I I I I I I I I I I I I I I I I I -------I -----I -----I -----I___I___I I I I I A A I I I I I I I I I I I I I I I I I I I I I I 0 X I I I -----I A ------ - - ---I__I ------I ----- I I I I I I I I I I I I I I I I I I I I I I I I I I I 0 0 X I___I_I___I •••I___I -----I -----I -----II ---------- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I g A I I X ------ --- - )( --- I I I I I I I I I I I I , I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I_•_I_I___I_I___I -----I -----I -----I ----------I -----I_•_•__I_•___I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ------ I ----- _____--- I I I I I I I I I I I 1 13 13 4* 44 *4 4* *4 1 2 3 L / 1/ 4 8 1 3 5 0 0 2 1 5 4 28 6 0 0 0 0 5 q x - ALL COMPONENTS 0 - AGGREGATES - BOTH 100 90 P E 80 R C 70 E N 60 T 50 P A 40 S S 30 I N 20 G 10 SIEVE P. 3 CARLSBAD. MUNICIPAL WATER DISTRICT . 4 SHOP DRAWING REVIEW The approval by the• Engineer of any shop or working drawing (or of any drawing of the Cenrabtors plant or equipment) shall not in any way be decmrd lo r.oae the Coflactor from full responsibility for complete ir - : Work in accordance with the Contract Dram. aro ... . .ther shall suth approval release the Contracto: from any liatht, placed upon him by any provision in the Form of Contract. 0 ..........DRAWING REJECTED/RESUBMIT .........DRAWING APP3EJ U7-CD 0 ...........9WUG APPROVED By: 44 1!!f)1 Date 3 4 SUBMITTAL PACKAGE FOR THE PROJECT "TAMARACK AVE. WIDENING" BY C.W. McGRATH/MARDEN SUSCO. S EC 1992 E5./Ct j . INDEX SECTION ONE: JM C-900 PVC PRESSURE PIPE SECTION TWO: CAPCO ASBESTOS-CEMENT PRESSURE PIPE SECTION THREE: AMERICAN DARLING R/W GATE VALVE SECTION FOUR: rc i40T APRD\)trO SECTION FIVE: TYLER WATERMAIN FITTINGS W SECTION SIX: JAMES JONES SERVICE MATERIAL SECTION SEVEN: CLOW BRONZE FIRE HYDRANT SECTION EIGHT: S. BAY FOUNDRY HYDRANT EXTS. & BURY-ELL SECTION NINE: J & R CONRCETE METER BOX SECTION TEN: WATTS REDUCED-PRESSURE BACKFLOW PREVENTER SECTION ELEVEN: JM SDR-35 PVC SEWER PIPE SECTION 1 JM C-900 PVC PRESSURE PIPE 1 / 7?d-w Jir y ( act ke —Jrng TCIass1'OO, i5O:ai' 2OO :.i.. Y: : tr -_J- r - - - t - -- -. - .-.---- '- - - C-- - - - - -- c - - --- -- - - . •.:- - - - - ----- I _ -•I -,-' :--. - - - ----- -t - - -•- - - .- - -, - - ';,-•-_ :- I. - ç- --- -: -- -. - - ---- - ; - - - - - - For use in municipal water systems, firelines and other critical services. Strength Class 100, 150 and 200 Blue Brute water pipes have long-term hydrostatic strength that meet the commonly accepted high safety requirements of municipal water systems. Blue Brute conforms to cast iron O.D.s and is available in 411, 6", 8", 10" and 12" sizes in Class 100, 150, and 200. Meets AWWA C900, Underwriters' Laboratories listed, Factory Mutual and NSF approved J-M Manufacturing's Blue Brute Class 150 and 200 PVC water pipes are listed for critical use in firelines and water mains. Blue Brute Class 100 is intended for water mains. Light weight A 20 foot length of Class 150, 8" Blue Brute water pipe weighs approximately 181 pounds. That makes it easy to load, easy to transport and easy to handle. Installers prefer it because it goes into the ground quickly - thus saving on installation costs. Long laying lengths A standard laying length of Blue Brute PVC water pipe is 20 feet. That means you can cover a lot of ground during installation. At the same time, you eliminate the cost of unnecessary joints. Corrosion resistance Blue Brute is unaffected by electrolytic or galvanic corrosion, or any known soil or water condition. You don't have to worry about tuberculation, or the need for costly lining, wrapping, coating or cathodic protection. Quality control Without exception, each length of pipe is hydrostatically tested and subject to inspection by our quality control engineers throughout every step of the manufacturing process. Flow capacity This PVC water pipe has a smooth interior that stays smooth over long years of service with no loss in carrying capacity. Its coefficient of flow is C = 150 (H&W) - the best available in common use in water systems. This capacity often allows savings in pumping costs as well as savings on the size of pipe required. Field cutting You can cut Blue Brute with a powersaw or an ordinary handsaw. It eliminates the need to invest in costly cutting equipment. Service life Because it is nonmetallic, the pipe does not lose strength due to either potable water corrosion or external galvanic or soil corrosion. And its design includes a surge allowance for a 2 ft.sec. stoppage of flow. Ring-Tite joints with factory installed rings Blue Brute's Ring-Tite joint can be assembled quickly. Seated in a deep groove, the flexible elastomeric ring provides a tight seal that protects the line from shock, vibration, earth move- ment and compensates for expansion and contraction of pipe lengths. And there's no field mixing or application of cement. It's a simple push-together joint that remains tight under normal operating conditions. Ring-Tite joint with factory installed ring factory installed Spigot pipe rubber sealing ends are ring provides supplied tight, flexible from factory seal - .... -.with bevels. ua i.ui io a, integral part of the pipe length with the same strength. Short form specification Accessories Blue Brute is backed up by all the items it takes for smooth installation of water pipe. Direct taps can be made with tapping tools. (See detailed instructions on tapping in the "Blue Brute Installation Guide", TR-704A.) Cast iron O.D. Available in 4", 6", 8", 10" and 12" sizes, this pipe can be connected directly into cast and ductile iron fittings without ptors or complicated procedures. Scope This specification designates general requirements for unplasticized polyvinyl chloride (PVC) plastic class water pipe with integral bell containing a locked-in ring and spigot joints for the conveyance of water and other fluids. Materials Pipe shall meet the requirements of AWWA C900, "Polyvinyl Chloride (PVC) Pressure Pipe". All Class 100 pipe shall meet the requirements of DR 25, Class 150 pipe shall meet the requirements of DR 18 and Class 200 the requirements of DR 14. Pipe All pipe shall be suitable for use as pressure conduit. Provisions must be made for expansion and contraction at each joint with an elastomeric ring. The bell shall consist of an integral wall section with a factory installed, solid cross section elastomeric ring which meets the requirements of ASTM F-477. The bell section shall be designed to be at least as hydrostatically strong as the pipe wall and meet the requirements of AWWA C900. Sizes and dimensions shall be as shown in this specification. Physical requirements Standard laying lengths Standard laying lengths shall be 20 feet (± 1") for all sizes. At least 85% of the total footage of pipe of any class and size shall be furnished in standard lengths. The remaining 15% can be furnished in random lengths. Random lengths shall not be less than 10 feet long. Each standard and random length of pipe shall be tested to four times the class pressure of the pipe for a minimum of 5 seconds. The integral bell shall be tested with the pipe. Pipe stiffness The pipe stiffness using FItLy for PVC class water pipe is contained in the table below: Class DR FILLy (psi) 100 25 129 qW_*1 1 18 435 200 14 914 Quick burst test Randomly selected samples tested in accordance with ASTM D 1599 shall withstand, without failure, pressures listed below when applied in 60-70 seconds. Minimum burst Class pressure at 73°F (psi) 100 535 4111111991111— 755 200 985 Drop impact test Pipe shall withstand, without failure at 73°F, an impact of a falling missile, Tup C, at the following levels. (Per ASTM D 2444). Pipe Impact size (in.) (ft.Ilbs.) 4 100 100 8 100 120 12 120 There shall be no visible evidence of shattering or splitting when the energy is imposed. S Dimensions (average) Class 100 (DR 25)* Pipe Outside Nom. inside T (mm.) E Approx. Wt. size (in.) dia. (in.) dia. (in.)** thick. (in.) dim. (in.) D9 lbs./ft. 4 4.80 4.39 .192 4.75 6.4 1.8 6 6.90 6.30 .276 5.50 8.8 3.9 8 9.05 8.28 .362 6.25 11.4 6.6 10 11.10 10.16 .444 7.00 13.8 10.0 12 13.20 12.08 .528 . 7.80 15.9 14.0 Ci1!5RiT8) 4 4.80 4.23 .267 4.75 6.5 2.5 6.90 6.09 .383 5.50 9.0 5.3 8 9.05 7.98 .503 6.25 11.6 9.0 11.10 9.79 .617 7.00 14.1 13.9 12 13.20 11.65 .733 7.80 16.7 19.7 Class 200 (DR 14)* 4 4.80 4.07 .343 4.75 6.8 3.2 6 6.90 5.86 .493 5.50 9.4 6.7 8 9.05 7.68 .646 6.25 12.1 11.6 10 11.10 9.42 .793 7.00 14.3 17.6 12 13.20 11.20 .943 7.80 16.9 25.1 DR (Dimension Ratio) is the outside diameter divided by the minimum wall thickness T (mm.). "Nominal inside diameter equals the outside diameter minus twice thickness T (nom.). r O.D. 80 or 150 ± 2 E T n SECTION 2 CAPCO ACP PRESSURE PIPE CapCO WATER PIPE MATERIAL SPECIFICATION CA102 84 ASBESTOS CEMENT America's Choice GAPCO PIPE COMPANY, INC. SHORT FORM SPECIFICATIONS FOR ASBESTOS-CEMENT PIPE Asbestos-Cement Pipe: Asbestos-cement pipe shall be Class 150 or Class 200 CAPCO Water Pipe as manufactured by CAPCO Pipe Co., Inc. or equal. One CAPCO coupling shall be furnished with each standard, ran- dom length of pipe and one coupling for every two 3' 3" lengths of pipe. It shall consist of an asbestos-cement sleeve and two solid rubber rings of uniform cross section and shall be suit- able in size and design with the pipe with which it is used. The rubber ring gaskets shall con- sist of a vulcanized rubber compound. All pipe shall conform to current AWWA C400, and pipe shall be furnished in 13-foot lengths. Hydrostatic Test: Each standard, random, and short length of CAPCO water pipe shall be de- signed to have sufficient strength to withstand an internal hydrostatic pressure of 4 times its rated working pressure. Flexural and crushing strength tests shall be performed on CAPCO pipe as required in AWWA C400. Chemical Requirements: The uncombined calcium hydroxide present in CAPCO water pipe and CAPCO couplings shall not be more than 19o'. Inspection: Before shipment, each standard, random, and short- length of pipe in each size and class shall be tested by the manufacturer as stated above. Pipe shall be inspected in the normal air-dry condition. Installation: For proper installation procedure, please refer to our CAPCO INSTALLATION GUIDE which is furnished with each shipment of pipe. Additional copies may be obtained from our sales representatives or distributors. Page 2 N SECTION 3 - DETAIL REQUIREMENTS: 1) STANDARD AND HALF LENGTHS QUARTER LENGTHS CAPCO COUPLING (M.E.E.) (M.O.A.) CLASS 100 ALL CLASSES Pipe Size D )2 & D4 D3 D5 D6 D7 Da * Do DM °N Q C E T 4 4.00 4.64 4.80 4.93 5.38 6.20 4.76 4.84 3.85 7.00 .92 2.40 3.90 .75 6 6.00 6.91 7.07 7.20 7.65 8.75 7.03 7.15 5.85 7.00 .92 2.40 3.90 .75 8 8.00 9.11 9.27 9.40 9.85 10.75 9.23 9.35 7.85 7.00 .92 2.40 3.90 .75 10 10.00 11.24 11.40 11.53 11.98 13.25 11.36 11.47 9.80 .9246i.75f 30 12 12.00 13.44 13.60 13.73 14.18 15.70 13.56 13.74 11.80 8.00 .92 2.90 4.40 1.00 14 13.59 15.07 15.23 15.39 15.95 17.50 15.20 15.55 13.34 9.00 1.00 3.25 4.75 1.00 16 15.50 17.15 17.31 17.47 18.03 19.75 17.28 17.55 15.25 9.00 1.00 3.25 4.75 1.00 18 18.00 19.90 20.06 20.22 20.78 23.00 20.03 20.50 17.75 10.00 1.00 3.75 5.25 1.00 20 20.00 22.12 22.28 22.44 23.00 25.30 22.25 22.70 19.75 10.00 1.00 3.75 5.25 1.00 24 24.00 26.48 26.64 26.80 27.36 30.10 26.61 27.15 23.75 10.00 1.00 3.75 5.251 1.00 It Page 4 SECTION 3 - DETAIL REQUIREMENTS: (Continued) CLASS 150 LENGTH OF PIPE Pipe Size D D2 & D4 D3 D5 D6 * D7 D8 ° D9 DM Standard 131-0" 4 4.00 4.81 4.97 5.10 5.55 6.50 4.93 5.00 3.85 Half Length: 61-6" - 6 5.85 6.91 7.07 7.20 7.65 9.15 7.03 7.20 5.70 Quarter Length: 31-3" 8 7.85 9.11 9.27 9.40 9.85 11.50 9.23 9.40 7.70 [io7 10.00 11.66 11.82 11.95 12.40 14.50 11.78 11.92 9.80 TOLERANCES Dimensions D2, D3, D4, 12 12.00 13.92 14.08 14.21 14.66 17.15 14.04 14.20 11.80 14 14.00 16.22 16.38 16.54 17.10 19.75 16.35 16.50 13.75 Dc, Dc & Dc. 4"-12" ±.03" 1411-24" -. 04" Dimension C & E +.00" 16 16.00 18.46 18.62 18.78 19.34 22.60 18.59 18.75 15.75 18 18.00 20.94 21.10 21.26 21.82 25.12 21.07 21.30 17.75 -.12" 20 20.00 23.28 23.44 23.60 24.16 27.65 23.41 23.64 19.75 Dimension Q +.03" 24 24.00 27.96 28.12 28.28 28.84 32.92 28.09 28.32 23.75 -.01" Dimension T -t.0611 Angle A = 15° ±2° Length of Pipe ± 1.00 Short Pieces -.375" CLASS 200 4 4.00 4.81 4.97 5.10 j 5.55 6.70 4.93 5.32 3.85 6 5.70 6.91 7.07 7.20 7.65 9.25 7.03 7:26 5.55 8 7.60 9.11 9.27 9.40 9.85 11.60 9.23 9.50 7.45 10 9.63 11.66 11.82 11.95 12.40 14.60 11.78 11.95 9.43 *Subject To Mfg. Tol. 12 11.56 13.92 14.08 14.21 14.66 17.50 14.04 14.20 11.36 14 13.59 16.22 16.38 16.54 17.10 20.50 16.35 16.55 13.34 16 15.50 18.46 18.62 18.78 19.34 23.00 18.59 18.90 15.25 18 18.00 22.18 22.34 22.50 23.06 27.73 22.31 22.54 17.75 20 20.00 24.66 24.82 24.98 25.54 30.71 24.79 25.02 19.75 24 24.00 29.62 29.78 29.94 I 30.50 36.71 29.75 29.98 23.75 Page 5 SECTION 3 AMERICAN DARLING RESILIENT WEDGE GATE VALVE ol--. rvC25Oi ; - / TJ11Ls11vaIw MAjJ1 '/7 nfinir1ii7e torque.' - k - - ' 4 )FigTh treugth .- - - I jTI fs IN; - - - I - e1suresn11I,mtmii,n I n- e simi i1g u I AMERICAN FLOW CONTROL TM MODEL AFC-2500 C DUCTILE IRON RESILIENT WEDGE GATE VALVE 9-1-91 END CONFIGURATIONS SIZES AVAILABLE 4" 6" 8" 10" 12" M.J. x M.J. YES YES YES YES YES FLANGE x FLANGE YES YES YES YES YES TYTON x TYTON YES YES YES YES YES FLANGE x M.J. YES YES YES YES YES FLANGE x TYTON YES YES YES YES YES TAPPING VALVE - M.J. YES YES YES YES YES NUMBER OF TURNS TO OPEN 13 19 26 32 38 Specifications subject to change without notice. TYTON is a registered trademark of U.S. Pipe. Meets or exceeds requirements of AWWA C509 with wall thicknesses which exceed the minimum requirements of AWWA C153. AMERICAN-DARLING VALVE P.O. Box 2727 Birmingham, Alabama 35207 V.134 Full 10 year money back warranty against defective material or workmanship. WATEROUS® 300 John E. Carroll Ave. East South St Paul, Minnesota 55075 AMERICAN FLOW CONTROL TM MODEL AFC-2500 DUCTILE IRON GATE VALVE 0i FEATURES GREATER STRENGTH, DURABILITY AND CORROSION RESISTANCE. Not since the butterfly valve was introduced has a product had as much impact on the water works industry as the resilient seated gate valve. Now we have taken a great product and made it even better through the process of value engineering. The American Flow ControlTM Model AFC-2500 Ductile Iron Gate Valve incorporates the proven features of our cast iron valves and adds all the advantages inherent in ductile iron construction - greater strength, higher pressure rating, increased safety factor, greater durability and lighter weight. The AFC-2500 -Ductile Iron Gate Valve is easier to work with during construction due to its lighter weight. Yet it possesses far greater strength than cast iron valves to resist abuse both during installation and in service. The combination of ductile iron construction with the proven features of the resilient wedge valve, make for a truly superior valve, ideal for use in drinking water distribution, fire protection, and waste water applications. These features include; absolute shut off, low torque operation, minimal maintenance and full fusion bonded epoxy coating to provide superior corrosion resistance. The AFC-2500 Ductile Iron Gate Valve offers a 250 psi standard pressure rating, available in both non- rising and rising stem configurations. WEDGE AND BODY SEALING CHARACTERISTICS The AFC-2500 wedge is a ductile iron casting encapsulated by a bonded-in-place Nitrile elastomer covering which forms the sealing surface. The special geometric design ensures a drop-tight seal. It also allows the valve to seal equally well with the flow in either direction, and with minimal stem thrust. The life expectancy of the wedge is much greater than that of conventional cast iron gates. The AFC-2500 ductile iron body and bonnet are coated both inside and out with a tough, durable, fusion bonded epoxy to prevent corrosion. The epoxy coating meets or exceeds all requirements of AWWA C550 Stand for Protective Interior Coatings for Valves and Hydrants. I SECTION 4 CLOW RESILIENT WEDGE GATE VALVE WLc7r ppp- L)4 C-PA-W 10 20 SQ, F NO. ri size of bolts - 125 lbs. ANSI standard drilling 516.1 JAN 08 '92 10:33 CLOW VALVE CO. CORONA, CALIF. A. P.9'9 L1 2" - 12" R/W VALVE FLANGED ENDS GENERAL DIMENSION LAYOUT CLOW VALVE COMPANY I - F-6102 I valve Size A - - B C D E - F - 2 7 3 1/2 6 5/8 10 7/8 4-5/8 7 114 2 2 1/2 7 1/2 33/4 7 11/16 11 3/8 4-5/8 7J4 2 1/2 3 - 8 4 7 1/2 3/4 12 3/8 4-518 J.0 4 9 &i12 9 1 13,16 14 3/4 -11B 10 4 1J4 - 10 1/2 S 1/4 11 1 19 8-3/4 1 12 6 1/4 B 11 1/2 5 314 13 it 1 1II_77 - i. 8-3/4 1 14 - 8 1/4 10 ' 13 6 1/2 16 1 3/16 26 1J 12-7/8 18 10 1/4 -%i 2 14 7 19 1 1/4 30 12-7/8 18 12 1/4 Li Li JAN 08 '92 10::3 CLOI4 VALVE Co. CORONA, CALIF. P.5/9 2" -12" R/W VALVE SMJ ENDS GENERAL DIMENSION CLOW VALVE COMPANY I F-8100 I C - 2"SQ. rim Zm; -77 _ Dl I - -- -- 'I =— .. C F NO. ANSI Std. I size of bolts drilling - I A-21.11. A _ 1 19 Valve Size C D E F C H 2 8 1/4 4 1/8 2.50 - 4 1/2 10 7/8 2-5/8 7 1/4 2 2 l/ ---.. ...- 8 1/2 4 1/4 2.50 7 3/4 12 3/8 4-5/8 10 3 4 -9 1/2_ 10 5 2.50 2.50 9 1/8 11 1/8 14 3/4 19" 4-3/4 6-3/4 10 - 12 4 1/4 6 1/4 10 1/2 1/4 2.50 13 3/4_ 22 1/2 6-3/4 14 8 1/4 _____• rlOi -5 6 2.50 15 314 26 1/2 8-3/4 10 1/4 _12 ______ 13 6 1/2 2.62 18 30_ 8-3/4 18 12 1/4 JAN 08 '92 10:32 CLOW VALVE C. CORONA, CALIF. p.7,9 Material Specifications CAST IRON Specification AIiM A.128 Class I Physical Properties Minimum tensile strength 31,000 psi Minimum transverse strength 3.3001 bs. Mnirnum defetJr (12" C.nt.r.) 19 in. Chemical Analys!á (percent) Phosphorus (maximum) Sulfur (maximum) . .15 CAST BONZ! ASiM 11554 Copper Allay 812 Physical PropeiVea Minimum t.naHs strength 00,000 psi Minimum yield strength 45,000 psi Minimum elongation (In 2 Inch..) 18% Chemical Analysis Copper 63.0 Martanese 3.0 Aluminum (maximum) 4.0 Iron (maximum) 3.0 Zinc (maximum) 27.0 CAST BRONZE • P40Z'I COPPER ALLOY NO. 988 (OptIonal) Physical Properties Minimum tensile strength 70,000 psi Minimum yield strength 401000 pal Minimum elongation (In 2 Inch..) 12% 0em1c8I Analysis Copper 82.8 Laid (maximum) .25 Aluminum (maximum) 2 Iron (maximum) 5.5 Nickel (maximum) 5.6 Zinc (maximum) 2.0 Silicon (maximum) 2.0 URETHANE RUBBER Hadress 78*2 320 100 % Modulus (PSI) Tensile (PSI) 5400 Elongation (%) 450 4 It 1 •. JAN 08 192 10: 30 CLOW VALVE CO. CORONA, CALIF. P. 4'9 L Valves shall conform to the latest revision of AWWA Standard C-509 covering resilient seated gate valves. The valves shall be either, non-rising stem or rising stem, opening by turning stem left or right and provided with 2" square operating nut or handwheel with the word Open and an Arrow cast in the metal to indicate direction to open. The wedge shall be of cast iron completely encapsulated with urethane rubber. The urethane sealing rubber shall be permanently bonded to the cast Iron wedge to meet ASTM tests for ruber metal bond ASTM D429. Stems for NRS assemblies shall be cast bronze with integral collars in full compliance with AWWA. OS & V stems shall be on bronze bar stock. The NRS atom stuffing box shall be the o.ring seal type with two rings located above thrust collar, the two rings shall be replaceable with valve fully open and subjected to full rated working pressure. There shall be two low torque thrust bearings located above and below the stem collar. I I III 1 I I I III I I 11 UI in me seat area. • The body and bonnet shall be coated with fusion bonded epoxy both interior and exterior. Each valve shall have makers name, pressure rating and year In which manufactured cast on the body. Prior to shipment from factory, each valve shall be tested by hydrostatic pressure equal to twice the specified working pressure. JAN 88 '92 18:29 CLOW VALVE Co. CORONA, CALIF. P.3'9 NVA PRODUCT ANALYSIS CLOW R/W RESILIENT WEDGE GATE VALVE - CLOW VALVE COMPANY Features Benefits Bubble Tight Closure at 200 psi -. No leakage - no loss of water Smooth1Unobstructed Waterway High flow characteristics a 100% smooth passage without turbulent flow No sediment build-up Will not Impede travel of line cleaning tools Only Three Internal Parts Virtually maintenance free No Seat Rings Nothing to be damaged by scoring Delrin' Anti-Friction Thrust Bearing Operating torque to close and open held to absolute minimum Solid, Bronze Stem Nut and High C No corrosion Strength Bronze Stem a Trouble-free service Stem Nut Is Self Centering - a iImlnates possible stress on stem and wedge Two '0" Ring Seals Above Stem Can be replaced with valve In service Thrust Collar High Strenth Iron Wedge Fully a Trouble free service with minimum Encapsulated with Urethane Rubber . maintenance Permanently Bonded to Metal Wedge • No leaks - no wear Design incorporates Two Seating Surfaces. IN N 'DuPont Trademark P. 2'g Li SAM 08 '92 10:29 CLOL4 VALVE CO. CORONA, CALIF. CLOW AWWA Resilient Wedge Gate Valves Meet or Exceed the Requirements of AWWA Standard C509 Size Range Water Working I Bubble-Tight 1 Hydrostatic Shell Pressure psi Test psi Test psi 1 12"-12" 200 200 I- 0 400 Available In either non-rising stem, outside screw & yoke or sliding stern. Available End Connections & Size Rang. Figure No. 1OXC 2 1/21 F-6100 A-C (Asbestos Cement) 4' - 12.' F-6104 38 -12, F-SlOe Fig,& A.C. 4" - 12" F-61 08 Push-on for PVC 2" -8" F-61 10 Fig. End (OS &YJ 21/2"-1T F-6136 MJ. for Tapping 4-12' F-8114 A.C. for Tapping 411-811 F-el 18 Push-on for C.I. 4' - 12" F-el 12 M.J. Cutting-in 4' - 10" F-81 11 Push-on C,I, X FIg, 41-121 F-6113 Threaded 2" -3' F-Si 03 Push on for C.I. For Tapping 4" -8' F-81 15 Accessories (ILLUSTRATED IN THE GATE VALVE SECTION) Indicator Poets 2" Sq. Operating Nuts Limit Switches Handwheeie "T" Handles Extension Stems Stern Guides Floor Boxes Electric Motor with Extension Stems Chain Wheels Floorstands (non-rising stem & rising stem) Li Li SECTION 5 TYLER WATERMAIN FITTINGS MECHANICAL JOINT DI-SSB AC C-hO DI FLANGED Tyler Pipe MECHANICAL JOINT SSB-DUCTILE IRON Subsidiary of CLASS 350 FITTINGS Tyler Corporation Sample Specification 3" through 12" Mechanical Joint Ductile Iron Fittings shall be produced in strict accordance with all applicable terms and provisions of ANSI/AWWA C153/A21.53 and ANSI/AWWA Clii /A21.11. 14" thru 24" diameters shall be manufacturer's standards with wall thickness equivalent to Class 56 ductile iron pipe. The working pressure rating shall be 350 PSI. Joint Dimensions in Inches K J K. DC F A Size A Dia. B C Dia. D Dia. F Dia. J Dia. K1 Dia. K2 Dia. L M S T X Dia. Size o lt No. 3 3.96 2.50 4.84 4.94 4.06 6.19 7.62 7.69 .59 .62 .38 .34 3/ %x3 4 4 4.80 2.50 5.92 6.02 4.90 7.50 9.06 9.12 .60 .75 .41 .35 '/2 '/4 x3/2 4 6 6.90 2.50 8.02 8.12 7.00 9.50 11.06 11.12 .63 .88 .43 .37 /e 3/4 x3'/2 6 8 9.05 2.50 10.17 10.27 9.15 11.75 13.31 13.37 .66 1.00 .45 .39 '/2 %x3/3 6 10 11.10 2.50 12.22 12.34 11.20 14.00 15.62 15.62 .70 1.00 .47 .41 314x3'/a 8 12 13.20 2.50 14.32 14.44 13.30 16.25 17.88 17.88 .73 1.00 .49 .43 '/2 '/4 x34 8 14 15.30 3.50 16.40 16.54 15.44 18.75 20.31 20.25 .79 1.25 .56 .51 7/ 3/x4 10 16 17.40 3.50 18.50 18.64 17.54 21.00 22.56 22.50 .85 1.31 .57 .52 7/ 3/4 x4 12 18 19.50 3.50 20.60 20.74 19.64 23.25 24.83 24.75 1.00 1.38 .68 .59 7/ 3/x4 12 20 21.60 3.50 22.70 22.84 21.74 25.50 27.08 27.00 1.02 1.44 .69 .60 7/ 3/4 x4 14 24 25.80 3.50 26.90 27.04 25.94 30.00 31.58 31.50 1.02 1.56 .75 .62 'Ia 3/x4'/, 16 BENDS / 90° Bends (1/4) 450 Bends(1/8) 22/20 Bends (1/16) 11Y4° (1/32) 5-600 5.605 5-609 5-611 Size Dimensions Weights Dimensions Weights Dimensions Weights Dimensions Weights T A R A R A R A R 3 .34 4.5 4 20 2.00 3.62 16 1.50 4.98 15 1.25 7.62 15 4 .35 5.0 4.5 26 2.49 4.81 22 1.82 6.66 21 1.55 10.7 20 6 .37 6.5 6 48 3.50 7.25 38 2.59 10.5 37 1.81 13.26 33 8 .39 7.5 7 68 4.00 8.44 59 2.85 11.8 51 2.06 15.8 48 10 .41 9.5 9 107 5.01 10.88 81 3.35 14.35 67 2.32 18.36 61 12 .43 10.5 10 141 5.98 13.25 111 3.86 16.9 80 2.56 20.9 79 14 .51 12.0 11.5 220 5.50 12.06 164 3.93 17.25 148 2.59 21.25 131 16 .52 13.0 12.5 264 5.98 13.25 202 3.98 17.5 179 2.62 21.5 159 18 .59 15.5 14.0 410 7.5 14.5 289 7.5 30.19 292 7.5 60.94 292 20 .60 17.0 15.5 505 8.0 16.88 348 8.5 35.19 364 8.5 71.07 377 24 .62 20.0 18.5 695 9.0 18.12 475 9.0 37.69 460 9.0 76.12 "18" thru 24" not included in AWWA C153 as of September. 1988. 10-03-88 Tyler Pipe/Utilities Division • P.O. Box 2027 0 Tyler, Texas 75710 9 (214) 882.5511 0 Telex 88-0175 5.19 TEES CROSS 1' Tyler Pipe MECHANICAL JOINT SSB-DUCTILE IRON Subsidiary of CLASS 350 FITTINGS Tyler Corporation Mi Tee Mi x FE Tee Mi x Swivel Tee Cross 5-620 5623 5-625 5.631 Size Dimensions Weights T T' H P P P 5-620 5-623 5-625t 5-631 3 .34. .34 3.5 3.5 5.5 24 26 29 40 .35 .34 3.5 4 6.5 32 34 38 4 .35 .35 4 4 6.5 35 38 42 60 .37 .34 3.5 5 8 40 43 54 6x4 .37 .35 4 5 8 51 54 60 6 .37 .37 5 5 8 10.5 60 64 77 72 8x3 .39 .34 4 6.5 9 67 68 8x4 .39 .35 4.5 6.5 9 71 72 81 8x6 .39 .37 5.5 6.5 9 11.5 80 83 89 94 8 .39 .39 6.5 6.5 9 11.5 90 94 116 108 100 .41 .34 4 7.5 11 83 81 10x4.. .41 .35 4.5 7.5 11 83 89 93 .41 .37 5.5 7.5 11 13.0 93 107 113 106 10x8 .41 .39 6.5 7.5 11 13.0 111 115 129 131 10 .41 .41 7.5 7.5 11 120 130 144 120 .43 .34 4 8.75 12 98 106 12x4 .43 .35 4.5 8.75 12 104 115 114 12x6 .43 .37 5.5 8.75 12 14.25 115 120 128 129 12x8 .43 .39 6.5 8.75 12 14.25 123 146 149 140 12x10 .43 .41 7.5 8.75 12 153 174 181 12 .43 .43 8.75 8.75 12 178 198 214 14x6 .51 .44 6.5 10.5 14 16.0 183 205 211 210 14x8 .51 .45 7.5 10.5 14 206 227 231 14x10 .51 .46 8.5 10.5 14 229 244 255 14x12 .51 .47 9.5 10.5 14 235 276 269 14 .51 .51 10.5 10.5 14 281 302 344 16x6 .52 .45 6.5 11.5 15 17.0 229 213 248 250 16x8 .52 .46 7.5 11.5 15 248 260 264 16x10 .52 .47 8.5 11.5 15 265 287 286 1602 .52 .48 9.5 11.5 15 281 312 310 16x14 .52 .51 10.5 11.5 15 317 348 363 16 .52 .52 11.5 11.5 15 323 374 410 **Made to order only. Not returnable. tlncludes swivel gland 10.03-88 Tyler Pipe/Utilities Division 0 P.O. Box 2027 • Tyler, Texas 75710 • (214) 882-5511 • Telex 88-0175 5.21 BENDS, / Tyler Pipe Subsidiary of MECHANICAL JOINT SSB-DUCTILE IRON Tyler Corporation CLASS 350 FITTINGS 90° Mi x Flange Bend (1/4) GLANDS 5-600 F Size Dimensions Weights TAR F 3 .34 4.5 4 5.5 20 Glands 4 .35 5.0 4.5 6.5 26 5.690 6 .37 6.5 6 8.0 48 Size Weight* 8 39 7.5 7 9.0 68 10 .41 9.5 9 11.0 107 3 3 4 4 12 .43 10.5 10 12.0 141 6 6 14 .51 12.0 11.5 14.0 227 8 8 16 .52 13.0 12.5 15.0 280 10 10 12 12 14 16 16 20 18 25 20 31 24 39 thru 24' not included I NOTE: WEIGHTS DO NOT I in AWWA C153 as of INCLUDE JOINT MATERIAL. September, 1988. 90° Mi x PE Bend (1/4) 45° Mix PE Bend (1/8) 22/2° Mi x PE Bend (1/16) *5.603 *5.607 - *5.610 11'/40MJxPE Bend (1/32) *5.612 Size - - Dimensions Weights Dimensions Weights Dimensions Weights Dimensions Weights T A V R A V R A V R A V R 3 .34 4.5 10.0 4.0 20 2.0 7.5 3.62 16 1.50 7.00 4.98 16 1.25 6.75 7.62 16 4 .35 5.0 10.5 4.5 25 2.5 8.0 4.81 22 1.82 7.32 6.66 20 1.55 7.05 10.70 19 6 .37 6.5 12.0 6.0 45 3.5 9.0 7.25 37 2.58 8.08 10.50 35 1.80 7.30 13.26 32 8 .39 7.5 13.0 7.0 65 4.0 9.5 8.44 56 2.84 8.34 11.80 49 2.05 7.55 15.80 46 10 .41 9.5 15.0 9.0 109 5.0 10.5 10.88 83 3.35 8.85 14.35 66 2.31 7.81 18.36 60 12 .43 10.5 16.0 10.0 135 6.0 11.5 13.25 108 3.86 9.36 16.90 79 2.56 8.06 20.90 78 14 .51 12.0 20.0 11.5 220 5.5 13.5 12.06 165 3.93 11.93 17.25 152 2.59 10.59 21.25 133 16 .52 13.0 21.0 12.5 254 6.0 14.0 13.25 206 3.98 11.98 17.50 181 2.62 10.62 21.50 161 18 .59 15.5 23.5 14.0 405 6.0 15.5 14.50 290 7.50 15.50 30.19 290 7.50 15.5 60.94 288 20 .60 17.0 25.0 15.5 465 7.5 16.5 16.88 340 8.50 16.50 35.19 345 8.50 16.5 71.07 360 24 .62 20.0 28.0 18.5 710 9.0 17.0 18.12 460 9.00 17.00 37.69 445 9.00 17.0 76.12 18 , thru 24 not Included In AWWA C153 as of September, 1988. 5-20 Tyler Pipe/Utilities Division . P.O. Box 2027 • Tyler, Texas 75710 • (214) 882.5511 0 Telex 88-0175 10-0388 3"-12" 14".24" rMJ Cap 7 L-Solid5654 Tapt 5-655 SLEEVES Short -. 5-644S 1 Long 5-644L Tyler Pipe Pipe Subsidiary of MECHANICAL JOINT SSBDUCTILE IRON JUIIIPP Tyler Corporation CLASS 350 FITTINGS - PLUGS & CAPS Size Dimensions Weights Max. 5.650 & 5-654 & I Tap 5.652 5.655 3 .46 3 6 7 4 .46 4 10 10 6 .46 4 18 17 .46 4 26 25 .10 .56 4 36 35 12 .56 4 46 44 14 .62 4 85 79 16 .62 4 93 100 18 .65 4 .. 125 20 .66 4 .. 148 24 .68 4 .. 214 (18' thru 24" not included In AWWA C524 as of September. 1988.) TAPPED TEE Mi Tapped Tee 5.642 Size Dimensions Weights I L Max. Top 3 .34 6 2% 19 4 .35 6 3 23 6 .37 6 4 37 8 .39 6 4 53 10 .41 6 4 71 12 .43 6 4 82 14 .51 6 4 127 16 .52 6 4 164 Size Dimensions Weights I L' L' 5.6445 5-6441. 3 .34 7.5 12 13 21 4 .35 7.5 12 17 25 6 .37 7.5 12 28 39 8 .39 7.5 12 38 53 10 .41 7.5 12 49 64 12 .43 7.5 12 56 82 14 .56 9.5 15 111 141 16 .57 9.5 15 137 172 18 .68 9.5 15 * * 20 .69 9.5 15 * 270 24 .75 9.5 15 * 370 *08 thru 24" sleeves available early 1989) ADAPTERS II "•\\\ ... 1!1= 1Ic!E] FEXPE 5-658 5-661 Size Dimensions Weights I L' L' 5.658 5.661 3 .34 6 12 18 18 4 .35 6 12 24 24 6 .37 6 12 36 33 8.......-39 6 12 52 52 fl ..41 6 12 67 69 12 .43 6 12 80 88 14 .51 6 12 127 127 16 .52 6 12 166 149 5-24 Tyler Pipe/Utilities Division 0 P.O. Box 2027 0 Tyler. Texas 75710 0 (214) 882-5511 0 Telex 88.0175 10.03-88 MixMJ MJSEB MJLEB PExPE 5-635 5-636 5.637 5.638 Size Dimensions Weights 5.635 5.636 5.637 5-638 T TO L L L L 5.635 5.636 5.637 5.638 4x3 .35 .34 4. 9.5 9.5 15.0 18 17 18 14 60 .37 .34 5. 10.5 10.5 16.0 21 21 21 18 6x4 .37 .35 4. 9.5 9.5 15.0 27 26 22 22 8x4 .39 .35 5. 10.5 10.5 16.0 36 34 29 30 8x6 .39 .37 4. 9.5 9.5 15.0 40 37 32 31 10x4 .41 .35 7. 12.5 12.5 18.0 47 46 40 40 10x6 .41 .37 5. 10.5 10.5 16.0 47 48 42 42 10x8 .41 .39 4. 9.5 9.5 15.0 54 52 45 44 12x4 .43 .35 9. 14.5 14.5 20.0 67 61 52 54 12x6 .43 .37 7. 12.5 12.5 18.0 67 58 53 56 12x8 .43 .39 5. 10.5 10.5 16.0 64 62 55 58 12x10 .43 .41 4. 9.5 9.5 15.0 78 62 57 60 14x6 .51 .44 9. 17.0 14.5 22.5 108 107 112 109 14x8 .51 .45 7. 15.0 12.5 20.5 104 107 108 101 14x10 .51 .46 5. 13.0 10.5 18.5 100 102 100 96 14x12 .51 .47 4. 12.0 9.5 17.5 100 101 100 85 16x6 .52 .45 11. 19.0 16.5 24.5 136 132 144 128 - 16x8 .52 .46 9. 17.0 14.5 22.5 132 128 136 112 16x10 .52 .47 7. 15.0 12.5 20.5 128 124 128 123 1602 .52 .48 5. 13.0 10.5 18.5 125 123 119 113 1604 .52 .51 4. 12.0 12.0 20.0 140 139 138 133 18x8 .59 .45 14. 22.0 19.5 27.5 194 190 195 170 1800 .59 .47 12. 20.0 17.5 25.5 196 180 185 175 18x12 .59 .49 10. 18.0 15.5 23.5 185 170 190 181 18x14 .59 .56 8. 16.0 16.0 24.0 190 181 200 185 18x16 .59 .57 7. 15.0 15.0 23.0 196 180 190 188 20x10 .60 .47 14. 22.0 19.0 27.5 225 210 210 185 20x12 .60 .49 12. 20.0 17.5 25.5 210 200 210 195 20x14 .60 .56 10. 18.0 18.0 26.0 208 198 205 195 20x16 .60 .57 S. 16.0 16.0 24.0 225 215 222 212 24x18 .60 .59 7. 15.0 15.0 23.0 233 220 225 210 24x10 ... ... ... ... 225 24x12 .62 .49 16. 24.0 21.5 29.5 310 300 210 290 24x14 .62 .56 14. 22.0 22.0 30.0 315 325 335 310 24x16 .62 .57 U. 20.0 20.0 28.0 324 319 310 304 24x18 .62 .59 10. 18.0 18.0 26.0 312 310 315 304 24x20 .62 .60 S. 16.0 16.0 24.0 315 305 307 304 thru 24' not Included In AWWA C153 as of September. 1988. WYES *5.628 Six. Dimensions Weights A V T F 3 2.0 8.5 .34 .34 36 4x3 hO 9.0 .35 .34 40 4 2.5 9.5 .35 .35 45 6x4 1.5 11.0 .37 .35 67 6 3.0 13.0 .37 .37 93 8x4 0.5 13.0 .39 .35 93 8x6 2.0 14.5 .39 .37 113 8 3.5 16.0 .39 .39 136 10x4 0 15.0 .41 .35 118 10x6 1.0 16.0 .41 .37 136 10x8 2.5 17.0 .41 .39 170 10 3.5 19.0 .41 .41 199 12x4 0 16.5 .43 .35 150 12x6 1.5 18.5 .43 .37 186 12x8 1.5 18.5 .43 .39 188 12x10 3.0 20.0 .43 .41 223 12 4.5 22.5 .43 .43 272 14x6 0 19.5 .51 .44 256 14x8 1.5 21.0 .51 .45 286 14x10 3.0 22.5 .51 .46 322 14x12 4.5 24.0 .51 .47 387 14 6.0 25.0 .51 .51 465 16x6 0 21.0 .52 .45 300 16x8 0.5 22.5 .52 .46 327 16x10 2.0 24.0 .52 .47 375 16x12 3.5 25.0 .52 .48 465 16x14 5.0 26.5 .52 .51 492 16 6.5. 28.0 .52 .52 575 Tyler Pipe MECHANICAL JOINT SSB-DUCTILE IRON Subsidiary of CLASS 350 FITTINGS Tyler Corporation 10-03.88 Tyler Pipe/Utilities Division • P.O. Box 2027 • Tyler, Texas 75710 9 (214) 882-5511 0 Telex 88.0175 5-23 Tyler Pipe GRAY IRON Subsidiary of AC AWWA C110 FITTINGS Tyler Corporation NOTE: All AC Fittings made-to-order only (not returnable). 60, Fittings for Asbestos Cement Pipe are mode according to and conform to ANSI/AWWA C110/A21.10 with Bells designed to admit Asbestos Cement Pipe. RUBBER RINGS ARE NOT FURNISHED BY TYLER PIPE INDUSTRIES. BELL DIMENSIONS ARE FOR BOTH CLASS 150 AND CLASS 200 ASBESTOS CEMENT PIPE IN 3' THRU 16" DIAMETERS AND CLASS 150 PIPE ONLY IN 18' THRU 24" DIAMETERS. Pipe Size A B C N Q Pipe O.D. 3 3.94 4.13 4.56 3.50 .95 3.84 4 491 5.10 5.53 350 .95 4.81 6 7.01 7.20 7.63 3.50 .95 6.91 8 9.21 9.40 983 3.50 .95 9.11 10 11.76 11.95 12.38 3.50 .95 11.66 12 14.02 14.21 14.64 4.00 .95 13.92 14 16.32 16.52 17.08 4.50 1.00 16.22 16 18.56 18.76 19.32 4.50 1.00 18.46 18 21.04 21.24 21.80 5.00 1.00 20.94 20 23.38 23.58 24.14 5.00 1.00 23.28 Bell Details 24 28.06 28.26 28.82 5.00 1.00 27.96 SAMPLE SPECIFICATION CAST IRON FITTINGS for use with asbestos-cement pressure pipe on this project shall be in strict accordance with ANSI/AWWA C1 10/A21.10 except that Bells shall conform to drawings and details provided by the manufacturer. BENDS Fil 90° Bend (1/4) 450 Bend (1/8) 22Y2° Bend (1/16) 11'/° Bend (1/32) 5-300 5.305 5-309 5-311 Size Dimensions Weights Dimensions Weights . Dimensions Weights Dimensions Weights R Y R V R Y R V 3 4.0 5.5 42 3.62 3.0 38 7.56 3.0 38 15.25 3.0 38 4 4.5 6.5 57 4.81 4.0 51 10.06 4.0 51 20.31 4.0 51 6 6.0 8.0 95 7.25 5.0 85 15.06 5.0 85 30.50 5.0 85 8 7.0 9.0 136 8.44 55 125 17.62 5.5 125 35.50 5.5 125 10 9.0 11.0 220 10.88 6.5 187 22.62 6.5 187 45.69 6.5 187 12 10.0 12.0 295 13.25 7.5 265 27.62 7.5 265 55.81 7.5 265 14 11.5 14.0 460 12.06 7.5 350 25.12 7.5 350 50.75 7.5 350 16 12.5 15.0 580 13.25 8.0 450 27.62 8.0 450 55.81 8.0 450 18 14.0 16.5 760 14.50 8.5 610 30.19 8.5 615 60.94 8.5 620 20 15.5 18.0 920 16.88 9.5 735 35.19 9.5 740 71.06 95 750 24 18.5 22.0 1410 18.12 11.0 1045 37.69 11.0 1070 76.12 11.0 1075 ANSI/AWWA C11O/A21.10, ANSI/AWWA Clii /A21.11 10-03-88 Tyler Pipe/Utilities Division • P.O. Box 2027 0 Tyler, Texas 75710 • (214) 882-5511 0 Telex 88.0175 5-41 Size Weights 5.350. 5.351, 5.354. Max. Tap 5.352 5.353 5.355 3 2.5 8 10 15 4 3 12 16 20 6 4 22 28 32 8 4 35 42 46 10 4 52 59 73 12 4 79 85 98 t14 4 102 110 140 t16 4 144 155 167 t18 4 180 190 245 t20 4 235 245 310 t24 4 325 340 325 tDlshed.Not Flat as Shown. OFFSETS PLUGS AND CAPS Plugs, Plugs, Caps L/Ears and Bolts W/Ears and Bolts Solid Solid Solid 5-354 5.350 5.351 Tapt Tapt Tapt 5-355 5-352 5-353 NOTE: Ears & Bolts are for aid in assembly only - blocking is still required. Tyler Pipe GRAY IRON Subsidiary of AC AWWA C1O FITTINGS Tyler Corporation 460 NOTE: All AC Fittings made-to-order only (not returnable). 5.370 Size Dimensions Weights CADAPTERS D L 4 6 19 90 4 12 22 100 Lj *4 24 26 135 L 1771 4 18 30 125 6 6 20 130 6 12 26 165 6 18 33 195 iange ACxMJ ACxBeIl 6 24 24 180 5.358 5-357 5.362 8 6 21 190 8 12 28 250 Size L Weights 8 18 35 290 5-358 5.357 5-362 8 24 36 315 3 8 31 35 42 10 6 22 250 4 8 45 52 56 10 12 30 340 6 8 67 78 87 10 18 38 430 8 8 97 110 120 90 24 38 470 r--1 —0D 132 145 160 12 6 26 395 12 8 182 195 210 12 12 37 530 14 8 240 250 260 12 18 48 645 16 8 285 310 340 92 24 48 680 18 8 325 405 16 6 27 620 20 8 430 460 16 12 40 805 24 8 570 645 16 18 50 960 20 12 40 1080 20 18 48 1265 *Not included in AWWA CID. ANSI/AWWA CI1O/A21.10, ANSI/AWWA Ciii /A21.11 5-46 Tyler Pipe/Utilities Division 0 P.O. Box 2027 0 Tyler, Texas 75710 0 (214) 882-5511 • Telex 88-0175 10-03.88 FLANGE AND FLARE D - Flange and Flare 900 Bend 5-765 Size Dimensions Wt. D X V 5-765 DUCTILE IRON AND GRAY IRON FLANGED FITTINGS * REDUCING RASF BENDS * FLANGES I I I U I Y JQ 0 i Flange for Steel Pipe 5.750 N Reducing Flange J_ S-4 for Steel Pipe 5-752 Base Under Base Base Under Large End Small End 5-702 LE 5-702 SE Flange for Cl Pipe 5-751 Size Dimensions Wt. Reducing Flange for Cl Pipe 5-753 X S U Tyler Pipe Subsidiary of Tyler Corporation I __ Under 12" Blind Flange 0 12" and Larger Blind Flange rBl . ind- Flanges- 5-754 40 5.5 6 .5 45 Size Dimensions wt. 6rA 7 7 75 0 0 X V 5.750 5.751 5-754 8x4 - 8.38 9 .88 115 2 6 .62 .... 1 4 4 8x6 8.38 9 .88 130 2% 7 .69 .... 1.13 6 . 7 10x6 9.75 9 .88 170 3 7.5 .75 1.8 1.19 7 7 8 10x8 9.75 9 .88 195 4 9 .94 1.89 1.31 12 12 14 11 1.00 2.1 1.56 17 17 25 12x6 11.25 11 1 230 8 13.5 1.12 2.31 1.75 25 28 40 12x8 11.25 11 1 255 10 16 1.19 2.52 1.94 35 38 60 12x10 11.25 11 1 285 12 19 1 ,c 273 ) 10 r. C go an 14 21 1.38 2.875 2.25 .. 75 110 16 23.5 1.44 3.188 2.5 .. 95 145 18 25 1.56 3.125 2.69 .. 105 190 20 27.5 1.69 3.5 2.88 .. 135 250 24 32 1.88 3.687 3.25 .. 160 370 30 38.75 2.12 4.875 .. .. 255 580 36 46 2.38 ... .. 390 880 NOTE: All flanges conform to ANSI/AWWA C115/A21. 15-83 Standards. - L- * TRUE WYE e FLANGE SLUDGE SHOE i: ::: D Flange and Flare Piece X 5-766 I Y Size Dimensions Wt. I D L 5-766 _i' 3 7.5 5.5 8.5 25 3 7.5 8 20 4 9 6.5 9.5 40 4 9 8 30 True Wye Flange Sludge Shoe 6 11 8 12 70 6 11 8 40 5-767 5-768 8 13.5 9 13 110 8 13.5 10 70 Size Dimensions Wt. Size Dimensions Wt. 10 16 11 15 175 10 16 10 95 Stem Branches X V D X V 12 19 12 16 245 12 19 12 155 4 4 6.5 3 50 3 5.75 12 6 25 14 21 14 22 450 14 21 12 225 6 4 8 3.5 75 4 7 12 6 35 16 23.5 15 23 545 16 23.5 16 330 6 6 8 3.5 80 6 7.87 12 6 45 18 25 16.5 24.5 675 18 25 16 355 8 6 9 4.5 120 8 10.12 12 6 65 20 27.5 18 26 860 20 27.5 18 460 8 8 9 4.5 125 10 12.25 12 6 85 24 32 22 30 1195 24 32 18 635 12 15.25 12 6 120 *Not included in AWWA C110. ANSI/AWWA Cl 10/A21.10. ANSI/AWWA Clii /A21.11 10-03-88 Tyler Pipe/Utilities Division 0 P.O. Box 2027 Tyler, Texas 75710 0 (214) 882.5511 0 Telex 88-0175 5.59 SECTION 6 JAMES JONES SERVICE MATERIAL: ANGLE STOPS CORPORATION STOPS SERVICE SADDLES SERVICE FITTINGS Ji SkJDL4O fC Yot5 -t'&,D4 METER SETTING VALVES - Bronze - Angle Meter Stars J-NO. DESCRIPTION SIZES J-1524 INLET FLARED COPPER: OUTLET SWIVEL METER COUPLING NUT. 3!4• in ZI41525 INLET FLARED COPPER; OUTLET SWIVEL METER COUPLING NUT. LOCKWING. 314 (1 VX314 J-1528 INLET FEMALE IRON PIPE; OUTLET SWIVEL METER COUPLING NUT. 3/4w - J-1527 INLET FEMALE IRON PIPE: OUTLET SWIVEL METER COUPLING NUT. LOCKWING. 314 1. 1X314 J4201 -SG J-NO. DESCRIPTION SIZES J-4201 INLET COMPRESSION TUBE SIZE: OUTLET SWIVEL METER COUPLING NUT. LOCKWING. 3/4 1' 1X3I4 J-4201 SG INLET SUPER GRIP TUBE SIZE; OUTLET SWIVEL METER COUPLING NUT, LOCKWING. 3/4' is 1 'X3/4' J-4202 INLET COMPRESSION PIPE SIZE; OUTLET METER COUPLING NUT. LOCKWING. 3/4' 1' 1'X3/4' J-42025GP INLET SUPER GRIP PIPE SIZE; OUTLET SWIVEL METER COUPLING NUT, LOCKWING. 3/4' 1 1' 1 1'X314' STAINLESS STEEL LINERS FOR USE WITH PLASTIC SERVICE PIPE ARE RECOMMENDED AND MUST BE ORDERED SEPARATELY (J-2805. J-2806). E5 I.METER SETTING VALVES - Bronze Wull Port - Angle Ball Valves J1973W J1974W J1975W J-NO. DESCRIPTION SIZES J-1973W INLET COPPER FLARE; OUTLET METER FLANGE. LOCKWING. 11/2' 1 2' . J-1974W INLET FEMALE IRON PIPE; OUTLET METER FLANGE, LOCKWING. J-1975W INLET COMPRESSION TUBE SIZE; OUTLET METER FLANGE, LOCKWING. 1-112' - 2' J-1975W5G INLET SUPER GRIP TUBE SIZE, OUTLET METER FLANGE, LOCKWING. 1-112' 2- J-1970W INLET PVC COMPRESSION; OUTLET METER FLANGE. 1-1/2' 2' Reduced Port - Straight Ball Valves J-NO. DESCRIPTION SIZES J-2003W INLET FEMALE IRON PIPE: OUTLET SWIVEL METER COUPLING NUT, TEE HEAD. LOCKWING. 3/4- J-2004W INLET FLARED COPPER: OUTLET SWIVEL METER COUPLING NUT, TEE HEAD. LOCKWING. 314- J-2008W INLET FEMALE IRON PIPE; OUTLET SWIVEL METER COUPLING NUT, LEVER HANDLE, LOCKWING. 3/4' J-2016W LONG, INLET FEMALE IRON PIPE; OUTLET SWIVEL METER NUT, TEE HEAD LOCKWING. 314' NOTE: MOST VALVES AVAILABLE 'LESS STOP'. Ei o James Jones CORPORATION STOPS GENERAL INFORMATION PIPE WRENCHES SHOULD NOT BE USED TO INSTALL CORPORATION STOPS. SMOOTH JAW WRENCH SHOULD BE USED ON THE FLAT-AREA OF THE BODY. IT IS RECOMMENDED THAT ALL PRESSURE TESTING BE DONE PRIOR TO BACKFILLING. REPLACEMENT COMPONENTS FOR COMPRESSION FITTINGS ARE AVAILABLE FROM YOUR JONES DISTRIBUTOR; SEE SECTION C FOR DESCRIPTIONS. BOX QUANTITIES ARE LOCATED IN BACK OF TRADE NET SHEET. MAXIMUM WORKING PRESSURE ON GROUND KEY VALVES IS 100 PSI ON 314' AND 1 • VALVES. AND 80 PSI. ON 1-112' AND 2 VALVES. THESE PRESSURES ARE IN ACCORDANCE WITH AWWA C-800-89. 8. CORPORATION STOP BALL VALVE WORKING PRESSURE IS RATED 400. ALL JONES CORPORATION STOPS ARE TESTED INDIVIDUALLY WITH AIR WHILE THE VALVES ARE UNDER WATER. ALL JONES CORPORATION STOPS ARE MANUFACTURED IN ACCORDANCE WITH THE AWWA STANDARD C-800-89.85-5-5-5 ALLOY. SEE INLET & OUTLET DESCRIPTION TABLE ON BACK COVER FOR ABBREVIATION DESCRIPTIONS. TABLE OF RECOMMENDED DRILL SIZES FOR INSTALLATION OF CORPORATION STOPS IN SERVICE CLAMPS OR SADDLES WITH A DRILLING MACHINE CORPORATION STOP SIZE 1/2' 5/8" 518"X3/4" 3/4' 3/4"XI" 1' 1-1/2' 2- MAXIMUM DRILL SIZE FOR 7/16' 9/16' 9/16' 11116' iiiir 15/16' 1-7/18' 1-7I STOP WITH AWWA THREAD INLET. MAXIMUM DRILL SIZE FOR 7/16' - - 11/18 11/10' 15/16' 1-31 1-718 STOP WITH IRON PIPE THREAD. ________ M I V0 x r-1 P ? 11r I 1KI vis'r. SPez..J J1935 CORPORATION STOPS Bronze - Full-Way Bare Ball Valve Type J1930 J-NO. DESCRIPTION SIZES i.Ièi INLET MALE IRON PIPE: OUTLET FOR FLARED COPPER 314 1. 11!2 L2L J-1930 INLET MALE CORPORATION STOP THREAD; OUTLET FOR FLARED COPPER. 314 I • 1-112 2 INLET MALE IRON PIPE, OUTLET FEMALE IRON PIPE. 314 1• 1-1!2 J-1932 IINLET MALE CORPORATION STOP THREAD; OUTLET, FEMALE IRON PIPE. 314 11- I-I!2 2 J-NO. DESCRIPTION SIZES J-1935 INLET MALE IRON PIPE; OUTLET, TUBE SIZE COMPRESSION. 314 1. 11!2 2 J-lO3SSG INLET MALE IRON PIPE; OUTLET. SUPER GRIP TUBE SIZE COMPRESSION. 314 I • 1112 2- J-1936 INLET MALE IRON PIPE: OUTLET, PIPE SIZE COMPRESSION. 314 - - J-19365GP INLET MALE IRON PIPE: OUTLET. SUPER GRIP PIPE SIZE. - 1' - J-1937 INLET MALE CORPORATION STOP THREAD; OUTLET. TUBE SIZE COMPRESSION. 314 V 1-112 2 J-19375G INLET MALE CORPORATION STOP THREAD: OUTLET, SUPER GRIP TUBE SIZE. 314 1 • 1-112 2 J-1943 INLET MALE IRON PIPE; OUTLET, MALE IRON PIPE. 3/4 V 1.112 2- r7J-194471INLET MALE CORPORATION STOP THREAD; OUTLET MALE IRON PIPE. 3/4' V 1-112 2' NOTE: COMPRESSION NUT THREAD IS STANDARD COPPER TUBE THREAD PER A.W.W.A. James Jones SERVICE SADDLES TYPE OF PIPE MODELS AVAILABLE SIZE RANGE MATERIALS & DESCRIPTION OF SADDLE ASBESTOS CEMENT AC CLASS-150 J975 2'-12' BRONZE CAST BODY, SINGLE STRAP OF SILICON BRONZE. CAST BRONZE NUT, BUNA-N ORING J979 3'-18' BRONZE CAST BODY. DOUBLE STRAP OF SILICON BRONZE, CAST BRONZE NUT. BUNA-N ORING ASBESTOS CEMENT CLASS-200 J975 e-12' AC AS ABOVE - BE SURE TO SPECIFY CLASS 200 J979' 4'-16' AS ABOVE - BE SURE TO SPECIFY CLASS 200 CAST IRON CLASS A J975 2-12' OUR AC-150 SADDLES FIT CAST IRON WITHOUT MODIFICATION 3-16' J979 DUCTILE IRON J975 2'-12 OUR AC-150 SADDLES FIT DUCTILE IRON WITHOUT MODIFICATION 3'-16' J979 STEEL SIZE J975 2'-10' WE SPECIFICALLY MANUFACTURE BOTH MODELS TO FIT STEEL SIZE. YOU MUST BE SURE TO STATE 'FOR STEEL' WHEN ORDERING. J979 4'-12' PVC PLASTIC C900 SIZE J998 4'-12' BRONZE CAST BODY. BRONZE CAST RETAINER SILICON BRONZE BOLT. EP-ORING J969 4'-12' BRONZE CAST BODY, DOUBLE STAINLESS STEEL STRAPS WITH WELDED BOLT. PASSIVATED, STAINLESS STEEL NUT-TEFLON COATED, BUNA-N O'RING J965 4'-12' AS J969 EXCEPT SINGLE STRAP PVC PLASTIC STEEL SIZE J995 2'- 8' BRONZE CAST BODY. BRONZE CAST RETAINER SILICON BRONZE BOLT, EP-ORING J965 4'-I0' SAME AS J965 ABOVE EXCEPT YOU MUST SPECIFY 'FOR STEEL' J969 4'-12' SAME AS J989 ABOVE EXCEPT YOU MUST SPECIFY 'FOR STEEL' PVC PLASTIC J969 14'-18' C905-CI SAME AS J969 EXCEPT SIZED FOR CAST IRON PVC NOTE: All bronze castings are 85-5-5-5 All O'Rings are Buna-N or Ethylene Propylene CAUTION: Do not over torque strap nuts. Each saddle is shipped with installation instructions attached. JAMES JONES COMPANY The saddle should be tightened evenly on both sides 4127 Temple City Boulevard to avoid over-stressing one side. El Monte, California 91731 Telephone: 818-443-6191 Fax: 818-575-1549 Al Pipe Size Pipe O.D. Nominal IP or CC IP or CC CC 4" 4.50" 3/4"—l" [ 1-1/4"--1-1/2" 1 - 6" 6.62" 3/4"—l" L1-1/4"-1-1/2" - 8" 8.62" 314"—l" I 1-1/4"-1-1/2" - 10" 10.75" 3/4°—i" - - *Must specify saddle is for steel size pipe. J969 DOUBLE Stainless Steel Strap for Steel Size Pipe 47---F--4.50" 3/4" - 1" 1-1/4" - 1-1/2" 2" 6" I 6.62" 3/4"—1 1-1/4"-1-112" 2' 8" J 8.62" 3/4"—i" 1.1/4"-1-1/2" I 2 10" J 10.75" 3/4"—l" i-1/4"-1-1/2" I 2'. 12" 1_12.75" 3/4"—i" 1-1/4"— 1-1/2" I 2" *Must specify saddle is for steel size pipe. *BRONZE SERVICE SADDLE with SS Straps J965 J965 SINGLE Stainless Steel Strap for C900 Plastic Pipe Only Nominal Pipe Size Pipe O.D. IP or CC IP or CC 4" 4.80" 3/4"— 1" 1-1/4"— 1-1/2" 6" 6.90" 314"—l" 1-1/4"-1-1/2" 8" 9.05" 3/4"-1" 1-1/4"-1-1/2" 10.' 11.10" 3/4" - 1" - 12" 13.20" ] 3/4"-1" - J969 DOUBLE Stainless Steel Strap for C900 Plastic Pipe Only Nominal Pipe Size Pipe O.D. IP or CC IP Only 4" 4.80" 314"—l" 1-114"-1-1/2" 2" 2-1/2" 6" 6.90" 3/4"—l" 1-1/4"-1-1/2" 2" 2-1/2" '"8" 9.05" 3/47 -1- 1-1/4"-1-1/2" 2" 2-1/2" 10" 11.10" 3/4"— 1" 1-1/4"— 1-1/2" 2u 2-1/2" 12" 13.20" 3/4" - 1" 1-1/4" - 1-1/2" 2" 1 2-1/2" *14" Cl 15.30" 3/4" - 1" 1-1/4" - 1-1/2" 2" 2-1/2" *16's Cl 17.40" 3/4" - 1" 1-1/4"— 1-1/2" 2" 2-1/2" *14" and 16" are for C905 Cast Iron Size PVC MADE TO ORDER AND SIZED FOR STEEL 00! 1965 SINGLE Stainless Steel Strao for Steel Size Pine Section A 9214 A4 Printed In U.S.A. COUPLINGS 6 SERVICE FITTINGS - Bronze Couplings and Ells LI W-,k 1528 J-NO. DESCRIPTION SIZES J-1528 ICOUPLING. FLARED COPPER TO FLARED COPPER (THREE PART). 1 314' 314'Xl' I 1' 1-112' 2' J-NO. IDESCRIPTION I SIZES J-1529 I COUPLING. FLARED COPPER TO COPPER (TWO PART). 1 3/4' 1 1' 1-1/4' 1 1-112' 2' ttsT V c?cc' J-NO. DESCRIPTION I SIZES J-1531 COUPLING, FLARED COPPER TO MALE IRON PIPE. 314' 1 3/4'X1' I 1'X314' I 1' 1 1-1/4' 1 1-1/2' 2 . C5 SECTION 7 CLOW SERIES 2000 BRONZE FIRE HYDRANT ElRancho Series. Om All Bronze High Pressure Wet Barrel Hydrant piece cast "monument' -sed for all series hydrants. :iiped with bubble type ring seal. .ly hydrant in the industry :: o, ier a3raslon and nick -Es!stant urethane valve - :bers. For environments where corrosion from salt and alkali are present and long life is required. MAWr 5USCO iNC. 1550 W. Linda Vista Dr. P.O. Box 1987 San Marcos, CA. 92069 (619) 744-5600 Rated at 200 psi working pressure. * Removable Bronze Outlets aHovs field repairs without - - disassembling the Hydrant head from the bury section. o Meets and exceeds rect.rements of AWWA '-I_ '-I - 13. C LCN Hydrant Traditional Engineering Excellence Over 100 Years. Fire hydrants are a key element of a municipality's fire protection system. They must be reliable, easy to maintain and esthetically pleasing to the community. Municipalities have depended on Clow to meet these requirements for over 130 years. Advanced Technology The Clow Series 2000 The Clow Series 2000 couples all bronze construction with a working water pressure of 200 PSI. No other hydrant offers these two important features coupled together. Hydrostatically shell tested up to 800 psi. Exceptional Performance Series 2000 Features Hydrant rated to withstand 200 psi working water pressure and fully hydro- statically tested to 400 psi. Modern brass one piece hydrant section offers performance and streamlined appearance. Valve assemblies can be interchanged with Clow's popular 800 Series model. All internal parts can be removed from outlet port side for easy maintenance and repairs. The 2000 Series low profile is manufactured with a geometric silhouette design which compliments the architecture of the most modern and progressive community. El Rancho 'S Series 2000 All Bronze High Pressure Wet Barrel ITEM NO. DESCRIPTION MATERIAL PART NUMBER NO. PER I BODY BRONZE I * 2 STEM SLEEVE BRONZE F 163000 I 3 - STEM BRONZE F1630806 I 4 OUTLET BRONZE F1630003 1 5 CARRIER BRONZE F1630611 1 S. RETAINER NUT BRONZE FI630808 I 7 VALVE RUBBER URETHANE T1630013 I 11 O-RING (OUTLET) BUNA-N T1630276 I 13 0-RING (STEM) BUNA-N T1630269 2 14 0-RING (STEM SLEEVE) BUNA-N T1630278 I 15 PRO CAP GASKET C.I.RUBBER T1630176 I 16 PRO CAP PLASTIC T1630161 I 17 ISTEM NUT BRONZE F1630809 I JIB T LOCK PIN COPPER T1630062 I Designed for performance, appearance and economy High strength all bronze body cast form 85-5-5-5 meets ASTM 662 and AWWA C503 Standards. Removal of bronze outlets offer flexibility of field repairs without disassembling the hydrant head from the bury section. Threaded-in outlets with a bubble tight "0" ring make for quick, easy field repairs (without removing the hydrant head from the bury section). Heavy duty operating stems meet or exceed AWWA torque requirements. B. Light weight hydrant reducing handling and maintenance costs. 9. Furnished with heavy duty plastic caps in all size pentagons, 11/8", 11/2" and 1~". equipped with chains. (Bronze caps optional). 10. Valve rubbers made from 11. Hydrant can be drilled to all urethane rubber which is size hole drillings. 6H, 6HSD abrasion and nick resistant. and 8H standards. 5500 4000 Li 3000 2000 cc 1900 CL CL :, 0 10 50 100 150 200 . INLET PRESSURE P.S.I. - --:• .• _____ 6000 5000 ___ I 1 - I- ________ __ ______________ -U -i 31/4 181/2 5-7/1S 14 5' Pipe 111/4 Series 2010 Series 2050 Series 2060 MODEL 2010* (approx.) WEIGHT: 55 OUTLETS: (1)-21/2" (1)4/41/e" w/6 IPS MODEL 2050* (approx.) WEIGHT: 98 OUTLETS: (1)21/2" (1)..4/41/2" MODEL 2060 (approx.) WEIGHT: 115 OUTLETS: (2)21/? (1)-4/4Ve" MODEL 2065 (approx.) WEIGHT: 135 OUTLETS: (l)-21/2"(21-4/41/2" * 21/2" tapped plug on top can be furnished when specified. 10A/Ei 3? QO ax I UI F-2000 SERIES C' The wet barrel hydrant head shall be made of bronze. it snail be capable of withstanding a hydrostatic test pressure of four times the working water pressure without stressing the material beyond its yield point per Section 3.2.3.2 of AWWA C503-82. Wet barrel fire hydrants shall feature independently valved parts. The working parts shall be engineered to function as a unit and to give trouble-free service over long periods of time. Hydrants shall be designed for working pressure of 150 psi. Length of Bwy: The bury shall be specified to the nearest six inches measured from face of the hydrant flange to the center otttte connecting pipe. The hydrant body shall be so designed that it may be removed by unbolting from the bury section above the ground line. When specified by the purchaser, the bolts provided shall have a tensile strength less than the shear force required to break the hydrant body. Marking: All hydrants shall be permanently marked to identity the series number of the hydrant, the manufacturer, country of origin and the year In which the hydrant was manufactured. Testing: Hydrants shall be subjected to a hydrostatic pressure of 300 psi with the whole interior of the hydrant under pressure. Hydrant valves shall be fully opened and closed to insure full operation. Hoe. Threads: Hose and pumper nozzle threads shall be in conformity with National Standard Fire Hose Coupling Screw Threads", ABA B-28, unless otherwise specified. Protector Caps: Protector caps shall be ABS plastic to meet ASTM DI 788, Type 2, Grade 1. They shall be securely chained to the hydrant barrel and furnished (with or without) an inner gasket. Bronze or cast iron protector caps can be furnished when specified by the purchaser. ( Standard nui size ot the valve stern and protector caps shall be of pentagonal shape and furnished with a nut of 1 1/6' measured from point to fiat of the pentagon. Nut sizes measuring 11/20 and 13/4" can also be furnished. Painting: Exterior of hydrant shall receive a primer coat and will be furnished with a traffic yellow enamel finish coat unless otherwise specified. A suitable clear sealer In lieu of primer/paint may be used if specified by the purchaser per Section 4.2.2.2 of AWWA C503-82. Matinal Specifications: Bronze Castings most or exceed AWWA Standard C503-62 for Grade A and 1 Sp.clficatlort$. Valve Facings: Individual valves of hydrant shall be a urethane compound and cured to a shore durometer hardn.n of 90; tensIle strength 2700 psi: approved by FDA for use with potable water. Bob and Nuts: Bolts for joining the body to the bury section shall conform to ASTM A307, Grade B. Stem Packing: An "0' ring seal of proper design shall be used. "0' rings shall be compounded to most ASTM D2000 and have physical properties suitable for the application. Hydrant Designation: Model 2010-6X2112X4161PS ModeI2050.6X21/2X4/41/2 Model 2080-6X2112X2112X4/41/2 Model 2065.6 X2 112X414 112X414 1/2 CLOW VALVE CO. CLOW VALVE CO 1375 Magnolia Avenue 902 South 2nd Street ( Corona, California 91719 CWW Oskaloosa, Iowa 52577 Phone 714-735-5555 VALVE COMPANY Phone 515-873-8511 FAX 714-735-0837 A Division of McWane, Inc. FAX 515-673-8269 SECTION 8 SOUTH BAY FOUNDRY HYDRANT EXTENTIONS AND BURY-ELLS n Material is inade in accordance with and conforms to AI*1'A Standards C-UO. All C-liD buzys are cement lined unless otherwise required. Cement lining .conforms to AMR Specification. C-104. - CAOO LA (HIGI4' 0 :E £ N) 2.00 Uo JtH tr pT.A , 1 'r V . I I#Iv4 MIS 7.20 XX j ¶ t - RGfll . M, . . 177 : E-r'L A 3 .', SIZE 4. I . '•' . p.u. CAr IP1M?3naN A b ArP*AR ON eoTH 5ip. .. 1 1)3 3 .3 - PANT. A = 42.00 Iiti 4800 I SOU A( FOUNDRY I62 CLi0 g MKTIOIJAJ.. rt CA L_ J .• ,—.7c--i... ••;••( .4 U.. : -11EU -(1.LL. I .•• I I ) I111 a*4i 44 I" : .DtSIJI1tq,1)..gg. I P. N RC.D. 4 HOLES AS PER ORDER '7 . 9 to WALL TI-IICKNESS M/C, 3REA-0 GROOVE WHEN 5PECIflD IN ORDER. Wt- SIZE -A 45 Lb 50 Lb G 58Lb G,c3 64 Lb GxlO 70 Lb IT 74 Lb 82 Lb 6xIE, 88 Lb G 16 TLb G 20 101 LI 6 106 J 6x24 11O L] G )C2.6 1I7 -87 Gxa 124 Li 6 xO 142L1 6x3G CAST MARKS /& size 4RAISED Material is made in accordance with and conforms to AWWA Standards C-lb. All C-110 extensions are cement lined. Cement lining conforms to AWWA Specification C-104. SOUTH BA'( FOUNDRY CLVELNiO AI NATIONAL CiTY CA. TrrL: FIRE 4'(DAt47 <TNSION Dest's j SERVIC '5 c/2/8L NONG SECTION 9 J & R CONCRETE METER BOXES T CAST IRON COVER WT-23 lbs. L CONCRETE READING LID THS STEEL COVER W/HL SUPERIMPOSED WT- 29 lbs. C WT- 4 lbs. ) 2Pc . ,>- CONCRETE COVER B BOX HLF CONCRETE COVER W/C.I. HINGED LID & FRAME I WT_ IflA Ih 1/411 WELDED WIRE LOOP(OPTIONAL) 016" Per , Asso MEMBER c) fl m. ipc SINGLE PIECE CONCRETE COVER (WT- 34 lbs. ) ,-.-... 11 V4" BOX TL WT : 206 lbs. CAST IRON LID WI = 13 lbs. ( ix EXTENSIO NT 7':: BR BASE PLATE WI = 120 lbs. 1 L CONCRETE READING LID WI: 13 lbs. .5. -. .---. 3 /8" .5. -. WELDED WIRE 30P 2PC CONCRETE COVER NT : 93 lbs. 12 3/4" CLEAR OPENING HLF CONCRETE COVER W/C.I. HINGED LID 8 FRAME NT = 91 lbs. SECTION 10 WATTS 909 REDUCED-PRESSURE BACKFLOW HOW IT OPERATES: The unique re- lief valve construction incorporates two channels: one for air, one for water. When the relief valve opens, as in the accompanying air-in/water- out diagram, the right-hand channel admits air to the top of the reduced pressure zone, relieving the zone vacuum. The channel on the left then drains the zone to atmosphere. Therefore, it both check valves foul, and simultaneous negative supply and positive backpressure develops, the relief valve uses the air-in/water- out principle to stop potential backflow. REDUCED ZONE IF WATER 0U1'U AIR IN Patent #4,241.752 ES-NC-909-2 NO-COMPROMISE 909 The ultimate in backflow protection and performance. Reduced Pressure Principle Backflow Preventer Sizes: /4",1' 11/4 ", 11/2", 2" BronzestTainer — removes debris. The Watts 909 Series Reduced Pressure Prin- ciple Back-flow Peventers are designed to pro- vide protection of the potable water supply in accordance with national plumbing codes and water utility authority requirements. This series can be utilized in a variety of installa- tions, including high hazard cross-connections in plumbing systems or for containment at the service line entrance. Use for high hazard cross-connection control and absolute pro- tection. It is a unique patented design incorporating the "air-inJ water-out" principle. It is the only RPZ device that provides the feature of integral protection against backspbonage in the eveni both checks are fouled along with simultaneous backpressure and negative supply. The only full stainless steel trim backflow prevçntet Ball valve test cocks Ball valve shut-off - no-leak, tight a highly efficient seating and error- Inlet/outlet body quarter-turn oper- free testing. unions or flanges - ation providing leak- offer convenient tight service and access to internal visual on/off. parts for in-line or out-of-line mainten- ance. jr t. 1". Flanges 1Y."-2". Unions W' & Removable relief valve seats - for economical field service. Air-in/water-out relief valve - protects against simultaneous negative supply pressure and posi- tive backpressure if both checks be- come fouled. Modular units with removable check seats - provides for easy, low-cost maintenance. Stainless steel trim - for cold or hot water - up to 210° F. No. U909S-HW-QT union body connections, stainless steel, re- movable check valve seats, bronze body strainer, quarter-turn ball valve shut-offs. Size: -%" or 1". No. FAE 909S-HW-QT flanged adapter end body connections, stainless steel, removable check valve seats, bronze body strainer, quarter-turn ball valve shut-offs. Size: 1¼", 1½" and 2". No. 9095-HW-QT female NPT threaded body connections, stain- less steel, removable check valve seats, bronze body strainer, quarter-turn ball valve shut-offs. Size 3A '2". Ball valve test cocks Removable relief valve seats Modular units with removable check seats Air-in/water-out relief valve Tested/certified under ASSE, AWWA, CSA and FCCCHR Compact for installation ease Horizontal or vertical (up) installation Inlet/outlet body connections: union, flanged or NPT The device shall consist of a pressure differential relief valve located in a zone between two positive seating check valves. Backsiphonage protection shall include provision to admit air directly into the reduced pressure zone via a separate channel from the water discharge channel, or directly into the supply pipe via a separate vent. The reduced pressure zone backflow preventer shall have all access port covers secured with stainless steel cap screws which are bolted to valve body. It shall have a choice of union, flanged adapter or NPT body connections. Removable stainless steel seats, and be individually factory tested. The assembly shall include: two full port resilient seated bronze ball valve shut-offs, four ball-type cocks, a protective strainer with 20 mesh stainless steel screen, upstream of the No. 1 shut- off valve. The device shall meet the requirements of A.S.S.E. Std. 1013; AWWA Std. C506, CSA 564.4; FCCCHR of USC Manual Section 10. Listed by IAPMO (UPC); SBCCI (Standard Plumbing Code). Watts Regulator Co. Model U909S-HW-QT, FAE 909S- H'-QT or 909S-H)W-QT or equivalent. Bronze strainer - (Suffix S) Ball valve shut-offs - (Suffix QT) Stainless steel (316) trim for temperatures up to 210°F continuous service - (Suffix HW) Inlet/outlet body unions (3/4", 1") - (Prefix U) flanged adapters (11/4'L2") - (Suffix FAE) Air gaps and elbows available 1%1 VjWA7TS REGULATOR WATTS REGULATOR COMPANY Sizes %". 1" C, FLOW —GPM Sizes 1Y4", 1W', 2" 20 C, 15 C. 0 cc 310 Bronze body construction - removable stainless steel check and relief valve seats, stainless steel shafts and flange bolts - durable tight seating, rubber check valve and relief valve assemblies. Four Bronze body test cocks; Standardly furnished with two full port domestic, resilient seated ball valve shut-offs, Bronze strainer with 20 mesh stainless steel screen. i ;i iui i ii J1 i i on iii ;i E Model U909S-HW-QT, FAE 909S-HW-QT or 909S-HW-QT suitable for supply pressure up to 175 PSI and water temperatures up to 210 °F. OPTIONS Air gaps and elbows available. STANDARDS Tested and certified under the following standards for reduced pressure principle backflow preventers: A.S.S.E. No. 1013; AWWA C506; CSA B64.4; FCCCHR of USC listed by IAPMO (UPC); SBCCI (Standard Plumbing Code). 4)\ -,® (E ml, I'x,p 20 40 60 80 100 120 140 1I" FLOW—GPM k-A No. 909AG Series _T A drain line and an air gap is recommended, use 909AG series Air Gaps on No. 909 back- B flow preventers. 909EL series elbows are for air gaps on backf low preventers in vertical (up) installa- tions. Iron Body For No. 909 Drain Outlet Dimensions No. Dow. Sizes Size A B Weight 909-AG-C Air Gap 3/4' and 1'. 1.' 31/4" 4 /8' 11/2 lbs. 09.ELC Elbow. 3/4" and 1" — 2/e" 2/a" 3le1bs. 909-AG-F Air Gap 11/4" thru 2" 2" 4/e" 6/4" 31/4 lbs. 909-EL-F Elbow. 11/4" thru 2" I — 1 35/9" 35/s" 1 2 lbs. I Total Weight (lbs.) DIMENSIONS (Inches) Less With Size A I B I C I D I E I F I C I Width i Strainer I Strainer 3/4" 1211/4 1171/4 175/161 4 143/4 I 1P/4 37/a 14 155/8 (1 221/4 113/1675/161 4 I 4 /4 I 13 ' 37/s I 15 171/2 255/8 I2O/8 I103/8 15 I 65/e I 14 163/4 1 71/2 I 51/i 40 423/4 11/2" 2" 273/161213/4 1303/4 235k 1103/81 1103/8 5 I 5 I 65/a 15 6I9 I 16 71/21 51/4 151/4 40 I 40 44 473/8 HDQTRS: Rte. 114 & Chestnut St., No. Andover, MA 01845 MAIL: Box 628, Lawrence, MA 01842 Telex: 94-7460 %IWATIS Tel. (617) 688-1811 Fax: (617) 794-1848/794-1674 International Subsidiaries: R EGULA'IOR Watts Regulator of Canada Ltd. Telex: 06527137 WATTS REGULATOR COMPANY Watts Regulator (Nederland) b.v. Telex: 43786 ES-NC-909 972 PRINTED IN U.S.A. SECTION 11 JM SDR-35 PVC SEWER PIPE Ring-Ti te®R PVC Gravi ty Sewer Pipe and Fittings Ring-The PVC Gravity Sewer ?pe and Fittings Ring-Tite joint meets exacting tightness requirements, simplifies assembly "Locked-in" rubber sealing ring provides tight, flexible seal. Meets requirements of ASTM D-3212—"Joints for Drain and Sewer Pipes using Flexible Elastomeric Seals." Figure 1 Spigot pipe ends are supplied from factory with bevels. The bell is an integral part of the pipe section with the same strength. Meets ASTM D3034-SDR 35 4"-15" and ASTM F679 18"-27" Introduction The growing demand for an effective all-out attack on water pollution highlights the need for improved sanitary sewage collection systems. A modern system needs pipe with improved design for reserve strength and stiffness to increase load- bearing capacity - all within the framework of maximizing sewer system capacity at reasonable cost. Ring-Tite PVC sewer pipe is designed to meet this need. Applications J-M PVC sewer pipe is suitable for conveying domestic sanitary sewage as well as certain industrial wastes. For further information regarding the suitability of PVC for con- veying various chemicals, contact your J-M pipe representative. Advantages Chemical Resistant: J-M Ring-Tite PVC sewer pipe is unaffected by the fluids found in ordinary domestic sewage. It is immune to sewer gases and the sulfuric acid generated by the completion of the hydrogen sulfide cycle. It is immune to corrosive soils— both alkaline or acidic. Abrasion Resistant: J-M Ring-Tite PVC sewer pipe has excellent resistance to abrasion, gouging and scoring— superior to that of most common piping materials. Flow Characteristics: J-M Ring-Tite PVC sewer pipe with long lengths, smooth interior, and factory- made close tolerance joints provides a Manning "n" coefficient of .009. High- carrying capacity makes possible the use of flatter grades or smaller diameter pipe. Ask your J-M sales representative for a flow nomograph and the report "Hydraulic Characteristics of PVC Sewer Pipe in Sanitary Sewers," a joint study by Johns-Manville and Utah State University. Through research and technology we proudly offer "locked-in" rubber ring PVC sewer pipe. This factory-made joint eliminates the need to insert rings in the field. Joint design and close manufacturing toler- ances allow this joint to pass a 25 psi hydrostatic test in the laboratory and provides the basis for exacting infiltration /exfiltration specifications. Be secure in the future by designing with J-M Ring-Tite PVC sewer pipe with low infiltration— specify infiltration not to exceed 50 gallons/inch diameter! mile/ day. Call for ASTM D-3034 SDR35 with 20% More Wall Thickness in 8, 10, 12 and 15-inch sizes— Provides Greater ExternalS Load-Carrying Capacity. This allows for the design and construction of PVC gravity sewer systems (4"-15") consistent with best engineering practices. A uniform minimum "pipe stiff- ness," (F/Ay = 46 psi) means no weak links. It also means that J-M PVC sewer pipe in 8, 10, 12 & 15" diameters has 60 to 75 percent greater pipe stiff- ness than SDR 42 and SDR 41 PVC sewer pipe. This increased "pipe stiff- ness" provides the extra needed at that critical time when the pipe is first being installed in the trench and undergoing bedding and backfill. Short Form Specification Scope This specification designates general requirements for unplasticized polyvinyl chloride (PVC) Plastic Grav- ity Sewer Pipe with integral wall bell and spigot joints for the conveyance of domestic sewage. Materials Pipe and fittings shall meet the requirements of ASTM Specification 03034 for 4"-15" SDR 35 and F679 for 1811-27". The pipe shall be colored green for in-ground identification as sewer pipe. Pipe Pipe shall be suitable for use as a gravity sewer con- duit. Provisions must be made for contraction and expansion at each joint with a rubber ring. The bell shall consist of an integral wall section with a solid cross- section rubber ring, factory assembled, securely locked in place to prevent displace- ment during assembly. Sizes and dimensions shall be as shown in this specification. Standard laying lengths shall be 20 ft. and 12.5 ft. ± 1 inch. At manufacturer's option, random lengths of not more than 15% of total footage of each size may be shipped in lieu of standard lengths. Drop Impact Test Pipe (6" long section) shall be subjected to impact from a free falling tup (20-lb. Tup A.) in accordance with ASTM Method of Test D2444. No shattering or splitting (denting is not a failure) shall be evident when the following energy is impacted: Nominal Size - Inches Ft. - Lbs. 150 6 210 8 210 10 220 220 15 220 18 220 21 220 24 220 27 220 Fittings All fittings and accessories shall be as manufactured and furnished by the pipe supplier or approved equal and have bell and/or spigot configurations compatible with that of the pipe. Temperature for Testing Pipe shall be designed to pass all tests at 730F (±30F). Pipe Stiffness Minimum "Pipe Stiffness" (F/ay) at 5% deflection shall be 46 psi for all sizes when tested in accordance with ASTM Method of Test D2412, "External Loading Properties of Plastic Pipe by Parallel-Plate Loading." Joint Tightness Two sections of pipe shall be assembled in accordance with the manufacturer's recommendation. Joint shall be tested in accordance with ASTM D3212, "Joints for Drain and Sewer Plastic Pipe Using Flexible Elastomeric Seals." Flattening There shall be no evidence of splitting, cracking, or breaking when the pipe is tested as follows: Flatten specimen of pipe, six inches long between parallel plates in a suitable press until the distance between the plates is forty percent of the outside diameter of the pipe. The rate of loading shall be uniform and such that the compression is completed within two to five minutes. 10 Sizes, Dimensions and Weights Bell and Spigot Assembly (Inches) N Assembly Stripe -.. I ________________ D' T /// JZf ,'/Z /// ,Z' D. TO-13. £ i Pipe Pipe Details Bell Details Approx. Size Average Mm. Wall Approx. Weight Inches O.D. Thickness "T" C D5 D8 D9 N (Mm.) Lbs./Ft. (J vr 4.215 0.125 2.80 4.250 4.240 5.20 2.90 1.05 6.275 0.180 3.50 6.318 6.308 7.50 3.50 2.36 8 8.400 0.240 4.10 8.460 8.440 10.10 4.10 4.24 d71 o 10.500 0.300 4.70 10.570 10.548 12.40 4.70 6.65 12.500 0.360 5.15 12.575 12.554 14.50 5.15 9.51 15 15.300 0.437 5.95 15.362 15.362 18.00 5.95 14.16 18 18.701 0.536 5.90 18.764 18.764 21.98 5.90 21.29 21 22.047 0.632 6.40 22.110 22.110 25.63 6.40 29.79 Pipe Size Mm. Wall Approx. Approx. Wt. Inches Ave. O.D. Thickness "T" C D5 08 D9 N (Mm.) Lbs./Ft. 24" 24.803 0.711 15.75 25.04 25.04 28.80 15.75 39.77 27" 27.953 0.801 18.30 28.27 28.27 32.50 18.30 51.67 (J 11