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1999 CMD99B and CMD01B - Santa Fe, Vulcan Storm Drains THE ORIGINAL OF THIS DOCUMENT MS RECORDED ON JUN 2,ri, ,)00t Recording Requested By: ) DOCUMENT NUMBER 2002-0537322 GREGORY J. SMITH, CITY RECORDER SAN DIEGO COUNTY RECORDER'S OFFICE City of Encinitas ) TIME. 4:23 PM When Recorded Mail To: ) City Engineer ) CITY OF ENCINITAS ) 505 South Vulcan Avenue ) SPACE ABOVE FOR Encinitas California 92024 ) RECORDER'S USE CITY OF ENCINITAS, CALIFORNIA NOTICE OF COMPLETION To all Subcontractors, Laborers, Material Men and Every Other Person Interested: YOU WILL PLEASE TAKE NOTICE that on or about May 15, 2002, the project known as the "Project CMD99B&CNMOIB, Vulcan Avenue and Santa Fe Storm Drain Improvements", consisting of the furnishing and installation of those public improvements including street paving, drainage, and other miscellaneous appurtenant work in the City of Encinitas, in which Scheidel Contracting and Engineering was the contractor, and Insurance Company of th surety, was completed. e West was the CI F NIT I' Peter ota-Robles City Engineer VERIFICATION OF CITY CLERK I, the undersigned, say: I am the City Clerk of the City of Encinitas; the City Council of said City June 19, 2002, accepted the above described work as completed and ordered that a Notice of Completion be filed. I declare under penalty of perjury that the foregoing is true and correct. Executed on June 19, 2002 at Encinitas, California. OWNER - CITY OF ENCINITAS 4e)borah Cervone City Clerk I, Deborah Cervone, City Clerk of the City of Encinitas, a political subdivision of County of San Diego, State of California, which is the owner of the public work "pro the the CMD99B & CMD01B, Vulcan Avenue and Santa Fe Storm Drain" described within Notice of Completion executed by said City of Encinitas, do hereby certify that I have the the same and know the contents thereof and that the facts therein stated are true to the bad Of my own knowledge. I declare under penalty of perjury best California that the foregoing is true and correct. I make this verification ton laws fora and on bee if of the City of Encinitas. half Date: _ Deborah Cervone, City Clerk STATE OF CALIFORNIA) County of San Diego) ) ss On this A_0 day of �� Public in and for said Sta ' 20 G a`�before me, the undersigned, a Notary personally appeared Deborah Cervone, personally known to me to be the person who executed the within instrument as City Clerk of the City of Encinitas, and acknowledged to me that she executed it in behalf of the City of Encini pursuant to its by-laws or a resolution of the City Council. vitas WITNESS my hand and official seal. ..... OFFICIAL SEAL NOta Public RANDA G. MILLJOUR NOTARY PU9LIGCALIFbRNIA SAN 1* COUNN MY COMM.EXP.JAN.b,2003 y CITY OF UNITAS CITY COUNCIL AGENDA REPORT Meeting Date: June 19, 2002 TO: City Council FOR YOUR RECORDS VIA: City Manag From City Clerk i FROM: Peter Cota-Robles,Director of Engineering Services VC VC1-- reg Shields,Field Operations SUBJECT: Acceptance of public improvements for Project CMD99B&CMDOIB, Vulcan Avenue and Santa Fe Storm Drain Improvements. BACKGROUND: The City Council awarded the contract for the construction of the Vulcan Avenue and Santa Fe Storm Drain Improvements to Scheidel Contracting and Engineering on Wednesday, August 29, 2001. AN_ ALYSIS: The public improvements have been installed to the satisfaction of the Engineering Services Department. FISCAL AND STAFF IMPACTS: The final cost of the contract is $130,561.98. The budget for this project was$131,939, included in CIP Projects CMD99B and CMD O113. ALTERNATIVE ACTIONS: None RECOMMENDATION: 1. Accept the public improvements, 2. Authorize the filing of a Notice of Completion, 3. Authorize the release of retention. CITY OF ENCINITAS MEMORANDUM DATE: October 25,2001 TO: Scheidel Contracting & Engineering FROM: Raymond Guarnes Traffic Engineering ISSUE:Traffic Control Plan (Santa Fe Drive Storm Drain Project) Notes: Santa Fe Drive speed limit is 35MPH Sign spacing 250' Minimum taper 250' (per WATCH hand book) If trench is left with steel plates over night, C 18 and Type P marker(STEEL PLATE AHEAD"signs must be used. Phase A: Taper 140' does not meet minimum, also does not have a buffer zone. May need to begin taper east of I-5 southbound off-ramp. This will be determined after setting up traffic control per plan Have additional Flashing arrow sign and delineators on hand if needed. Remove R16, allow right turns into hospital entrance. Westbound through lane minimum width 12'. Phase B: Place two R34 (No U-turn) in westbound left turn pocket Place R41 (Right Turn Only) in the eastbound right turn trap lane. Place C18 in alley as shown on plan Phase C: Taper 125' does not meet minimum, may require taper to be extended west of the alley. This shall be determined out in the field after traffic control is set up per plan. Have additional delineators on hand if needed. Place C18 in alley as shown on plan Place R42 (Left Turn only)as shown on plan. Phase D: Taper 125' does not meet minimum, also does not have a buffer zone. May need to begin taper east of 1-5 southbound off-ramp. This will be determined after setting up traffic control per plan Have additional Flashing arrow sign and delineators on hand if needed Westbound left turn into the shopping center is very important to the businesses. The left turn lane closure shall be kept to a minimum. This lane shall only be closed when construction is taking place in that lane. SCHEIDEL CONTRACTING AND ENGINEERING, INc. P.O.BOX 1796 LA MESA,CALIFORNIA 91944-1796 LICENSE NO.730583 TELEPHONE-FACSI (619)593-8704-(619)59 LETTER OF TRANSMITTAL TO: Roger A. Free,P.E. DATE:April 18, 2002 Engineering Department City of Encinitas REF: Vulcan Avenue Storm Drain and 505 South Vulcan Avenue Santa Fe Drive Storm Drain Replacement Encinitas, CA 92024-3633 WE ARE SENDING YOU THE ENCLOSED: DATE COPIES DESCRII'TION 04-18-02 1 Submittal for Fossil Filter, Flo-Guard, Catch Basin Insert (Curb Opening Inlet) SENT VIA FACSIMILE (9 PAGES SENT) THE ABOVE ARE TRANSMITTED AS CHECKED BELOW: X FOR APPROVAL _FOR YOUR RECORDS —APPROVED AS X AS REQUESTED " ED —FOR REVIEW& _OTHER COMMENT REMARKS: SIG NAME: Carolyn E. Scheidel TITLE: President 04i12/2pp2 07: 44 707-524-8186 KRISTAR ENT. PAGE 02 HANDLES • B• MANHOLE CATCH BASIN GUTTER FLOWLINE REMOVABLE FILTER BASKET aka r FLO•GARD- INSERT W GASKET 0 4' (CURB OPENING) 0 24'OR 30' F7(34s/�Rp ' (SEE NOTE 6) FILTER BODY I CATCH NOTES: BASIN CURB OPENING t . '—'—�— filW body aIl@Q bs manufactured from ° "M*4ant flbMIM which meats w axeeeda 2.;AN nvw,I • 8.''��bYkot (Type 904). (SEE NOTE 81 -�+ GUTTER FLOWLINE DootaxtY$• 4. R*-6lnar OW body 9W be$@cured to catch basin wren GVW'ion WWtW b*ka and W&*W-(Sow rbsyu FILTER BODY 8•'w@M drd'kwwU are awMable in 24'or 3O•meudi • see"*and may be installed ki vorkxw combinatlona (mu'-m-and)to fit mod catrth baWn wkhhs. IL ° 6. b0e removed through curb openhp for BASKET ,e w 7.Fitter m@dkrn"be Iaer'lftuk 'In dlapo@anle pouches,k»t@tlad and M"*Xkwd In eccordence whh FOSSIL ROCK'" menufecturer reQOmmendeggy, FILTER , MEDIUM POUCH ° 3/8'X 3' FILTER BODY 1aAROR BOLT FOSSIL1LTERTt°' SIDE VIEW SECnom FLO-OARDTm CATCH 13ASIN INSERT (CURB OPT ING INLE O KMStar EntarPryas.Inc.,Santa Roe@,CA 1800)878-8818 ANCHOR DETAIL Al TEN,T PENDING IVI8/2DF22 E as �J -524-8186 KRISTAR ENT. ' PAGE 83 C J5� 7 TM z /3 a rd Flo INTO COMPLIANCE. Economical Storm Drain Pollution Solution FloGard'" complies with state and federal requirements for pollution protection of drains ,Air from storm water runoff in a variety of installations. r y, FloGard"" captures silt and debris, as well as oils 5`0 and grease from runoff before it enters our streams l ''... �t and oceans- FloGard"''is suitable for use in such VI applications as vehicle parking lots, aircraft ramps, { truck/bus storage yards, corporate yards, subdivisions and public streets. CONTRACTORS can use FloGard'" during construction to handle sediment problems. ", • '�: �l;i:a,Y EASY, ECONOMICAL SOLUTION. The FloGard'" design allows for installation in t 7 ,, •, "'` either new or existing drain inlets. Industry-standard npR - sizes and shapes are avoilable for fl t ' a-grated, �a combination, curb and round inlet a ppllCatlon$. 4 )co life. sill and dabn wiliou+ Fl*GnnrdTM Is easy and economical to Install. `! nlerferirg.vflh.voro- FloGard—uses the some effective filter medium Aow:. Fossil RoekTt" �� °'Ea;lly rop,ocooble fdodular design allvw> j found in our other Fossil Filter'' products, preFilled Fossil Rock,- for easy replocomon- This medium i r s in pre-Filled adsorbent pouches that e"Yo;off or o(fectivc o(fi;ror componenp. emavol or oil one are easily replacod. Additionally, the filter body is replaceable should damage occur during usage, MAINTENANCE PROGRAMS. Product discounts are available with the purchase of a comprehensive maintenance package. FloGard'" Another economical Pollution solution from the makers of Fossil FilterT"[ T`'!�' squore/ractonqulor dray^ C:r IiOf drain is f<i: V clfion nsral!arion t: Tmnch drain installation II. r �'- curbtn�l. in fallofion' • • • Ir' • • • � r U.S. PATENT PENDING " • "Fess!I or,ur, KRISTAR ENT. "PROVIDING SOLUTIONS TO STORMWATER PAGE �� • • MAINTENANCE SERVICES Avoid unnecessary and costly fines. Owners of property installed filtration systems 71':at_, e� Drainage Protection Systems (DPS) ig in the EPA Cbcan t'�rate AcCs crita�len c`BAT(best availac e ma ntaining devices associated with Techrotcgy,-0,"' c,c,evs.n;:cn Ct pollutior from sto-r--o,a'e,ruot` r�rt:^Diet u�rdinage systems. Our Confined-gpaCe are not immune to fines! the most soph sticatec ac.uIp^,F i tied techr-.ICIar1 p S Only as good as the c.SS^vC atEO �Taln;cna C Fr70ra; ^,C� 5 are c�uairfl d to perfot rrl cl) If ICIuS Ve Pre'ben'IVc IL'la rite, f'Cy(a l _ _ nrPr.-ti,,E cn installed catch basin fjltration �.�II �nsurc tha t-,c oN;ner rcn,airs In C a� �ns arge eider round r N= �r^� 9 p eCdst concr ie (ort2ntl� ha;tine installed System is er Cerny pertcr,m�c ar= e;�arators Stcrm'pater Interceptors and Is function and dornc its part,o clean uo the ervirenmEC- va7er runon collection structures or all sorts_ cur orc-gra n gill eliminate guesswprK record DPS Will issue a 'r i,'g on the part of our customers Certificate of Compliance. DP �zs:zui its all responsibility for the Upcn cornple:ion rr'ea--n rnainte-ar-,;. 4 Iry ce DPS„„I r: :: pGSaL per LPG, standard, of all contaminants a Certificate of Compliance to ,hc lancoVv'er or marac.Cr r�:r �aierlaiS reCOVered during the their ecores This wrovidcs netce to tie respon;iLle p<rsc� out thatble system is 0,t r-9 ila: g rntained. process In s��ort knowledgeable �, rr ar � ,;� q"�IlTiec te�nnicians �e!ieve thr- _l rres �f nari DPS Will Perform the Following services: --y'SteniS • Pf� Ce a J"�, t .,I 4�recen-I�C �,�c`31r 12'13^Ce to li: 1^e r . iuu:as e-r and nc(=ds ird Ina'csir�pic� "vill) 3hT d QN;P critc ir_Asa 'n; rrum tre Pro . a, If you have a Stormwater "Al ocUic SyS ,e�1 �flSic�IIeC� 1 A vie;;o`me installed system a7,- rEG 7fT,?rCa!O�S you `o-f" tjl-e stet°, have m�� r,Cl luallj car ed-C CO-TaC[iwhiCh avi °i L7 9i .h equency. , e scopa and t-e cost c-tc= �eaera.l, State and Local Rergu(ations and insurance Rari°rm Perioc c r ain:enarcc or' ;he sysrerr, ry cert�ieu cC'rncanieS require that installed StormvvatEr anc highly lia rfied technicians as oer the agree-ent iS r)E .Maintained and sewlCed on a regular • �isposa C'ccn;Gr�.ina ed filler r,edi2 anc ex a cst p Leo at.ra rc ins��e ln�f the s�istems perform om-� e n ac rdance tlr FFA Standa��s �P, r� f��r1G/�'ig IIatI,IIUi ColIta(njnanl.S from °ccr �isvnv'Gac” rramtEnar�e er �r '::c r.1f prior to ihClt entry Into our wd`ef Cenlficate r;;,mplicnce tc fhe lando,,^Iner C ma_ DSO�rCc� DP p your system S can help you keep a ccoy approenale aty Cr ursa cncr operating efficiently and thereby keep you in 'A"ach a visi'Ie dated Nla,n,enance S ckcr compliance. "jp�x ccmD eto-or on eacr,s, -- a I". nsDec[u'z "ic.�`lc s-e..., s be�iQ mair;airlcC Please contact Us today to discuss a program hr ''�r' � at!0'1 An, that best suits your needs. 'er Ce DPS is Fully Insured / To protect its customers, DPS carries liability and / pollution coverage. Confined Space Certified Technicians Entry into underground oiVwater separators,interceptors, etc.,requires properly equipped personnel that are trained and certified in confined space operaGuns.All DPS Technicians are confined space certified. DRAINAGE PROTECTION SYSTEMS dba KriSta�Enterprises,Inc. Eoz • Santa =,osa, CA 95407 0352 Visit US on our website at: 04/18/2002 07; 44 107-524-8186 KRISTAR ENT. _ PAGE 05, GENERAL SPECIFICATION FOR FLO-GARD AND FLO-GARD "PLUS" (HIGH CAPACIn) CATCH BASIN FILTER INSERTS Scope: This specification describes a catch basin filtration device that removes sediment, debris, trash and petroleum hydrocarbons (oil and grease) from water flowing into drainage inlets during low flow (first flush) without impeding the drainage inlet's maximum design flow. Hydraulic bypass calculations shall be supplied upon request. The filtration device shall be incorporate a silicate adsorbent filter medium capable of collecting and retaining non-soluble pollutants including, but not limited to, petroleum hydrocarbons (oil and grease). The filter medium shall be contained in separate removable and displaceable containers that can easily be replaced without removing the filter liner. Filtration device shall be designed to separate petroleum hydrocarbons from sediment, debris and trash, Filtration device shall not rely on collected sediment, debris, trash or filter liner as the medium for the removal of petroleum hydrocarbons. High capacity filter devices shall incorporate a debris trap, designed to retain floatable Pollutants during high flow periods and both an initial filtering bypass for moderate flows and an ultimate bypass for peak design flows. The installed device"shall not"impede the drainage inlets peak design flow prior to or after the device has reached its pollutant storage capacity, Material Properties: Filtration device support frame and hardware shall be manufactured from stainless steel (Type 304) and shall be designed to support maximum anticipated loads from the collected pollutants and water. Structural calculations or laboratory tests shall be supplied upon request. Field modification, welding or painting of the device shall not be allowed. Device shall incorporate a removable filter liner made from a woven polypropolene monofilament geotextile with a clean flow rate of 140 gallons per minute (�apm) per square foot. The use of a non-woven geotextile filter liner shall not be allowed, Filter medium shall be a hydrophobic silicate adsorbent material that is treated to attract and retain petroleum hydrocarbons and other non-soluble pollutants. It shall be non- biodegradable and non-leaching and contain no hazardous ingredients as defined by the U.S. Environmental Protection Agency(EPA), U.S. Occupational Safety and Health Administration (OSHA), and the World Health Organization (W.HO). 04/18/2002 07: 44 767-524-8186 KRISTAR ENT. , PAGE 66, Page 2 —GENERAL SPECIFICATIONS Installation. Installation of the filtration device shall not require extensive modification of the catch basin and shall be performed by a manufacturer-approved installation contractor. Installation contractor shall be licensed and insured in accordance with agency requirements. Filtration devices installed into grated or combination (grate/curb opening) drainage inlets shall be either self-supporting from the grate bearing ledge(installed without the use of anchoring devices) or removeably mounted to the catch basin wall with separate wall mount brackets designed for quick removal of the device. Self- supporting devices shall be capable of removal without removing bolts or other anchoring devices. Devices for curb opening style drainage inlets (no grate) shall be installed across the entire width of the curb opening and shall be secured to inlet wall, across and beneath curb opening, using corrosion-resistant anchors (Type 304 stainless steel). The use of chains or cable to secure the device shall not be allowed. Filtration, devices shall be installed in such a manner as to direct all flows into the device. Distance (gaps) between the catch basin we and the device shall not exceed one inch (l"). Gaps of less than l" shall be sealed with a flexible weatherproof sealant, as approved by agency. Installation contractor shall supply agency(engineer) with an installation record, denoting the date of installation, drainage inlet location, type of drainage inlet and type and/or size of filtration device, (Rev. 03/02) -Tall;0• III30, ell, tl 4Y� 'All - „� KRIST"R ENT. As easy to install as 1 2 3 a„ .5�a� 7� N p.. 5 � b STEP t - to Conn STEP i nlrn��r't 5TEP3-0 c r re ie. ,ce braci:c's zn,,se..I=loGar�NF�t;S'w �`'` is czar.= '; the caPch h3�n-resting it cr the _ RoC�rc+FLUS��-Hcw n�c"eas�e� ile' Additional features of FloGard+PL US Tm I iA4`.a r'^rrlrr�� The irCL^ it r�G3'Mv, �r nt79 � my vT d!'Wtixw �wya�� c '�"� faui tc:25 ea:, x < - c irons Dn _ z lSL _ i.� i _ 1 _wl> ,c Go with f "The t S �nr: �B:),, /1 o �gi fe d ed-m� <s o=l rSic E�h_orgies r� P _ C�7a85 19• :A�_ 7C7`��B &6 r =rc wT 04/18/2002 07: 44 707-524-8186 KRISTAR ENT. PAGE 09, No restriction ..+ in even the heaviest flows % \ Filtering Flow FloGard+PLUST^is designed to capture sediment, debris,trash and oils/grease during low (first flush)flows. « . •::, Initial"Filtering"High-Flow Bypass Effective The FloGard+PLUS7m"Filtering"High-Flow Bypass pollutants allows higher flows to bypass the device while capture with retaining sediment and larger floatables(debris dual bypass and trash). features means that FloGard+PLUSr"" will effectively filter stormwater runoff but NEVER impede maximum "Ultimate"High-Flow Bypass design flows, This unique feature of the FloGard•i•PLUSim allows sustained maximum design flows under extreme weather conditions or when full containment has been met,while continuing e rY' to retain collected pollutants. "Drop-In"Frame Mount Design FloGard+PLUSTMr is also available in a frame mount design to fit most industry-standard drains.The frame mount model offers the same effective filtering capacity and dual bypass features in a"drop-in"design. 04/22/2002 09:29 6195939193 SCHEIDEL CONST PAGE E SCHEIDEL CONTRACTING AND ENGINEERING, INc. P.O.BOX 1796 LICENSE N0.730.593 LA MESA,CALIFORNIA 91944.]796 TELEPHONE-PACS (619)5n-m-(6190 LETTER OF TRANSMITTAL TO: Roger A. Free,P.E. DATE:April 22,2002 Engineering Department City of Encinitas REF: Vulcan Avenue Storm Drain and 505 South Vulcan Avenue Santa Fe Drive Storm Drain Replacement Encinitas CA 92024-3633 WE ARE SENDING YOU THE ENCLOSED: DATE COPIES DESCRIPTION 04-22-02 l Submittal for Fogard+Plus, Guard, Catch Basin Insert (Curb Opening Inlet) SENT VIA FACSMLE (7 PAGES SENT) THE ABOVE ARE TRANSMt: MD AS CHECKED BELOW: X FOR APPROVAL _FOR YOUR RECORDS _,APPROVED AS -2L AS REQUESTED SUBMITTED .,�FOR REVIEW& REMARKS: _OTHER COMMBNT SIG NAME: Carolyn E. Scheidel r TITLE: President Y 04/22/2002 09:29 6195939193 04/22/2002 07:57 7 SCHEIDEL CONST 07-•524 0188 SCHEIR ENT. PAGE E PAGE 01/ Ksistar Bnterpdscs,Inc P.O.Box 7352 SWU Rod&,CA 9-54M �has�a:800-,674.8819,pax:707,524-8184 FAX TRANSMITTAL TO: CAP S r x1m st FROM: Ryan Bradfatd CoMpAlvx:� . �1 �, + 'DATE: Fes:6r 'sq j- TOTAL PAGES INCLUDING COVER O VRG6N'I OR C PLEA=CoMWN t O BLRdsL k81►LY 4 Pl BA R RECYCLE Hrr fLrr, �bP+�3 I�� Its ►� . P%yw gmdford *ft Rgprmeamdv, K:dsw Entetpmw at w 04/22/2002 09:29 6195939193 04/22/2002 07:57 707-524-9105 SCHEIDEL C. K PAGE E RISTAR ENT. PAGE 02/ FIOGard+PLUSTM Installed SPECIFIER CHART NOTES: Mods►Igo, Curb Opening Wid>ft 6ltors"CaIPoolsy Chen Flow Retie i•FloGaM+PUJSI filter lttsorm sneu be Installed across the snprs widgt of curb opening.Storege C*P&I and (CU.F f) (l3PMK+FS) clot"flow rates are based on full width installation. FGP•24C1 2.0' 24 C07 2.Filter insert Snell as e1wrisd SO the Catch basin wlll FCiII 2.5'(y0.) 1.22 WA,0 with stainless owl expansion archer bolts and washers FRR 38CI 3.0'(36`J 1.53 583/1.25 Walk 2.1/2"min.) FGP•42C) 3 0,Ems.) 1 S.FloCasrd+pWS'�fitter inserts are designed with two FGR48Q 675/1 50 anti-smut fetturas."he"(nhltl"flRerinq bypass helps 4'0'�� 2,14 7MI.75 retain%atabies(1'srtd 1prpeO during low M moderate FGP.SCI 8,0'(An0% Q I4 900 flows and the Integral debris trap/ener dissl F312-sCi 7.0'(72") the retention of Uoa12W98 and collecteddsedimor��r FOP-M 7.0 8c 3 1.12M.51 during high flow periods. FCiP 8CI 8.0'(9Br) 4.28 13lOP9.01 4,Filter assembly shell be constructed Rem Stainless steel FCiR10Cl 1,878/S51 7 o,0'(1,g0'1 4.88 1,800/4.01 FWW liner shag to constructed from durable polypropytrrla, FC:RI2CI 12.0' 144ry 6,12 RPM& 2 woven,monof�7tmaht,gpbteWlls. FGI�1acr 16.01 768• 7, 6.Filter liner shall not allow for the retention of wMer FQPRIBCI 10-0'092'y 192'y 2,700M.02 between storm events. e'er 3,1 x•02 7.FIOGa►d+PLUBv fiber inserts are supplied FGP�IBCI 18,d'(218 9.49 ppliad wilh'fdip-in" FGR2ICI 3.490/7.78 finer medium pouchen(F0361L ROCKTM)1or the 21.0(252') 10.98 t,p collection and retaa W of FGR28CI 39� iu11 hydrocarbdns 14.64 5,40Ql10 08 0.in�usd fi�lterriinsada shalt be maintained In s000rdanoo with the m4nu(8CWrgr'3►®commendations. 1. FloCiard+PLU3TM 9.Fiber medium shag be Parry fit"installed and fiber inserts are available in standard lengths of 24 maintained In accordance W.W.42"and 48"and tpey be Installed In vellcua length combinations reoomrhandedons, with manufacturer, nd to end)to fit length of noted catch basin. 2. Jaen flow Mtea am taloulased'based on liner flow rate of 140 gallons pet minute per squws foot at M210121(A fAM Of 40 has been applied W allow for anticipated sedlmern and debris loading),an eddMar el safety factor of betwoan.26 and.50 may be applied to snow for she speotflo FLOGARD+PLUS' sediment bading. 3 ��e cap�ty,rerlsOti maximum solids collection prior in impeding [US ATCH SAS1 FILTER INSERT '%hkll ftl I bypass.The"uttlmata"high flow bypass will not bacons impeded aus to maximum solids leading. (CURB OPENING IS YES SHEET1 OF ier hrlt9rpriepa.Inc.,tens Rosa,Cb(800)579 8819 i.F,S.PATENT PENOING 04/22/2002 09:29 6195939193 04/22/2002 07:57 707-524-8186 RISTAREL CONST PAGE E KRISTAR ENT, PAGE 03/ Atiech to catch basin wall or Wall mount bracket assembly Debrlo trap (IS Ga.stainless steeq 12" I Varies TOP VIEW In"(filtering)Bypass Gasket O 12" Stainless Steel Suppon Basket Liner FRONT VIEW r Catch Basin Wall o Bta►nless$teel Debris Trap(18 Gaj Filter Liner (opttpnal) 61pE VIEW Stainless Steel Support Basket(0,08) FLOGARMPLUS" CATCH BASIN FILTER INSERT (CURB OPENING b`t LE) SHEET 2 OF 2 U.E,P+4TENT PENDING KrOur Enterprises,Inc.,Sent.&L5a.CA(800)579.88 1 9 04/22/2002 09:29 6195939193 SCHEIDEL CONST 04/22/2002 07:57 707-524-8196 PAGE E KRTSTAR ENT. PAGF_ 04/ Unparalleled stormwater ca ure pt capability HOPE adapter ring (cut to fltcatch basin IN allows Debris trap for usage in s W range of sizes and atyloe e "UltintAte" blob-flow bypass Initial "IiheNng" hlgh.floW bypass Stainless steel construction assures long Flier liner is service life effective in ihy collection of sedimept,debris and trash without the retention of WOW FlaGard+PLUS'"" This is atypical collection from the FloGard+PLUS-. is the Imogt in this pile can ba found trash we all we daily,lying in gutter,along the side of tha highway,arul in parking lots. effective and What wa don't readily see is the orgenic material that is flexible catch also present here.This material goes mostly unnoticed, Yet it is es great a polluter and probably more harmfur basin filtration to the environment than that plastic bottle discarded by an Inconsiderate person,Grass clippings,shrubbery SyStelln available trimmings,or any other orgonia eoatarial that we fertilize today. or spray with pesticides and herbicides becbmed a potentially deadly pollutant far etitafo life foM F100ard+PLUSW is designed to called these potential pollu"ants PLUS harmful hydroCe(bono(grease and oil) that have become an unfortunate part of our da fly lives, PLUS it will do so tit a low installation cost and a low maintenance cost.Help keep these piles off our beaches, Use FloGard+PLUSqm. r i - 04/22/2002 09:29 6195939193 04/22/2002 07:57 707-524-9196 S CONST PAGE E KRISTAR EL STAR ENT. PAGE 05/1 As easy to install as 1 ... 2 --. 3 STEP 1—flamovs the catch basin STEP 2—Install wall mount grate and measure the inside brackets and Set FloGard+PLUSTMr STEP 3—Place the adapter ring into dimensions.Cut the adapter ring ;,into playa. the catch basin,resting it on the to fit.Molded guides make this FloGard-,PLUSTI.How much easier step easy. can it be! Additional features of FloGard+PL US The mounting bracket �+• ! ,w.'.ros>••verH- +�faclliulos easy s. A instillation in irregular :,,;; •:""9 ;:...:W:: 1 ;, catch basins At the same time the bracket motes a measured N: support for the adapter .,,�. ring,This Pro-measured dimensioncroal sthe clip-in pouches " °' "Ultimate"high-flaw Of FOSSII.ROCICa+ bypass;area. are available for the collection of hYdrocarbons. ntdr n s rin of "Fossil Flo"e wall mounted e ce for non-standard draira FIo0ard+PLUSw is also available in frame Haunt Go ;,�� designs and for combination and curb opening V e V style catch basins, "The File",- 02002 KriSlor Enlerprise, inc. FOSSIL ROCKTIA F&31,d*M FlaGord+PLUS—and rho D�nosour chamclers are registered trodemorka of KfiSror Enle KFL%r Enterprises,Inc, •P.O.Box 7352■Sanlo Rosa,CA 9540?-0352 ■pH;800.579.8819 ■FAX:707.524.8186■ rp,ises, Inc. 04/22/2002 09:29 6195939193 04/22/2002 07:57 707-524-8186 SCHEIDEL CONST PAGE F KRISTAR ENT. PAGE 06/ No restriction ... in even the heaviest flows Filtering Flow FloGard+PLUP is designed to capture sediment, debris,trash and oils/grease during low first flush)flows. Y Initial"Filtering"High-ROW Bypass ' Effective The FloGankPLUS'm"Flltering"High-Flow Bypass ptallutsnft allows higher flows to bypass the device while Capture Wfth retaining sediment and larger floatabies(debris dual bypass and trash). features means that FlvGard+PLUVm Will effecti"ly falter stern Mter runoff but NEVER Impede maximum "Ultimate"High-Flow Bypass 'design flaws. This unique feature of tho RuGard+PLUPI allows sustained maximum design flows under extreme wasther conditions or when full containment has been met.while continuing . to retain collected pollutants. . "Drop-ln"Frame Mount Design Flo6ard+PLUS"'is also available in a frame mount design to fit most industry-standard drains.The J. frame mount model offers the same effective filtering capacity and dual bypass features in a"drop-in"design, r SCHEIDEL CONTRACTING AND ENGINEERING, INC. P.O.BOX 1796 LA MESA,CALIFORNIA 91944-1796 LICENSE NO.730583 TELEPHONE-FAC'. (619)593-8704-(619)55 LETTER OF TRANSMITTAL TO: Mr. Roger Free DATE: April 17, 2002 Project Engineer Engineering Services REF: Vulcan Avenue Storm Drain Project City of Encinitas Santa Fe Drive Storm Drain Project 505 South Vulcan Avenue CMD 99B and CMD 0 1 B Encinitas, CA 92024 WE ARE SENDING YOU THE ENCLOSED: DATE COPIES DESCRIPTION 1 Non Performance Certified Payroll #28 1 Certified Payroll #29 THE ABOVE ARE TRANSMITTED AS CHECKED BELOW: FOR APPROVAL V/FOR YOUR RECORDS APPROVED AS SUBMITTED AS REQUESTED _ FOR REVIEW&COMMENT OTHER REMARKS: SIGNED: ' NAME: Suzanne Scheidel C COPIED O: TITLE: Executive Assistant SCHEIDEL CONTRACTING AND ENGINEERING, INC. P.O.BOX 1796 LA MESA,CALIFORNIA 91944-1796 LICENSE NO.730583 TELEPHONE-FACSI: (619)593-8704-(619)593 March 27, 2002 Mr. Roger Free City of Encinitas 505 S. Vulcan Avenue Encinitas,CA 923024 Ref. VULCANAVE. STORMDRAINBETWEEND ST. AND VISTA DEL REYDR. And SANTA FE DR STORM DRAINREPLACEMENT&INSTALLATION OF PRESSURE RELIEF VALVE&APPURTENANCES AT HOSPITAL AND SHOPPING CENTER ENTRANCE Subject: Extra Work Dear Mr. Free: Reference is made to the City of Encinitas' request for a quote to refurbish 6000 square feet of asphalt pavement on Santa Fe Avenue at the entrance to the hospital on the north side and at the entrance to the shopping center on the south side. The work as Scheidel understands it is as follows. 1. Area is 6000 S.F. 2. Grind and remove top two inches of existing surface. 3. Pave ground asphalt area with 2 inches of asphalt using petromat over trench lines-no sand or seal. 4. 110 L.F. of 4"white paint striping—55 L.F. of 8"white paint striping and 160 L.F. of 12"white thermo plastic striping 5. Mobilization 6. Traffic Control The cost breakdown along with the subcontractor for the above is as follows. 1. Grinding (Pavement Recyclers) $ 5,000.00 2. Asphalt (Hanson) $12,240.00 3. Striping (Lusiach Striping) $ 965.00 4- Scheidel 15%markkup $ 2,731.00 5. Mobilization $ 2,000.00 6. Traffic Control $ 2,500.0 0 Total Cost to Encinitas $25,436.00 Sincerely, arolyn E.�ch 'del President SCHEIDEL CONTRACTING AND ENGINEERING, INC. P.O.BOX 1796 LA MESA,CALIFORNIA 919441796 LICENSE NO.730583 TELEPHONE-FACE (619)593-8704-(619)5< LETTER OF TRANSMITTAL TO: Mr. Roger Free DATE: December 20, 2001 Project Engineer Engineering Services REF: Vulcan Avenue Storm Drain Project City of Encinitas Santa Fe Drive Storm Drain Project 505 South Vulcan Avenue CMD 99B and CMD 0 1 B Encinitas, CA 92024 :1 WE ARE SENDING YOU THE ENCLOSED: DATE COPIES DESCRIPTION 1 Pipe Material Resubmittal per Victor R. Graves letter dated 10-19- 01 THE ABOVE ARE TRANSMITTED AS CHECKED BELOW: FOR APPROVAL _FOR YOUR RECORDS APPROVED AS SUBMITTED AS REQUESTED -FOR REVIEW& COMMENT _OTHER REMARKS: Sent Via Facsimile (10 pages) and U.S. Mail NAME: Dennis C. Scheidel TITLE: Project Engineer DEC-20-01 THU 09,54 AN FAX N0 12/20/2001 09:49 6195939 .93 P. SCHEIDEL CONST PAGE 02 SAN DIEGUITO WATER DIST81CT ..." 505 S,VULCAN AVENUE 4 P.O.BOX 231010 (760 033-2650 ) ENGINITAS,CALIFORNIA 920P4-3633 TOO FAX(760)11 633.2700 41R' &Ag F0,0 Y October 19, 2001 t /,Z-7.-Q� p� `�L.I�V�� (�T •• Schelde] Contracting&Eng. I1�p P.O. Box 1796 La Mesa, CA 91944-1796 Attn, Chris Scheidel Re; First Submittal on water im rov P ements for Santa Fe brive Storm project. To whom it concerns, The accornpanying submittal data has been reviewed and compared with the of the Plans and Specifications, Corrections or co contractor from conxplianCe�,id) the requirements of the drawings requirements znments here do not relieve the The contractor is responsible for confi g d specifications, diruensions,processes and techniques on and correlating all quantities and safe manner in compliance with the regWrern tS of thpaaas ando�c �at work in a perf Itams included in this submittal are listed noting the action � tons, given and are reviewed for general conformance to the project design and in compliance with the specifications. general V 1, Pressure Relief Valve--Model 50-01 Ares �s acceptable providing it is a Flan ed �� sure.relief valve manufactured by Cia-Val Clll., relief control requires a 20-200 psrange,l 'style as shown on the drawing, The for pilot control system, valve hod Provide S.S. trim and isolation valves Amend as noted. Y needs to be provided with internal epoxy lining, 2. 4"Pipe Support-Pipe support manufactured by Grinne]is acceptable as✓No exceptions taken_ submitted, 3. 6" x 4" bell reducer-The 6"x 4"bell reducer manufactured by Sth-Coo International is acceptable provided it comes with a wire cloth mi e weld i end. er as noted. Amend 4, Enclosure-Aluminum alloy enclosure Model SBI3GALB?m Box is acceptable as submitted, No exceptions taken. !/ anufactured by Strong 5. Powder Coating-Powder coatings by Tiger Drylac are acceptable color is RAL 6005. No exceptions takcn,t/ providing the reCyCIed paper DEC-20-01 THU 09:54 AM FAX N0. 12/20/2001 08;48 FAX P 0, SCHEIBEL CONST PAGE 03 In addition to the above comments, submittals are needed for the PVC Water Pipe following Ductile Iron pipe Nuts & Bolts Flangc gasket material For those items marked "gtnerid as Noted" resubmittal is required. If you have an 'Please have supplier ack owled e and no Y questions don't g hesitate to call me at 633.2848, V,-).- /j , Sincerely, Victor R, Graves Water Bngincering&.Planning Manager cc., Roger Free, City of Encinitas Engineering DEC-20-01 THU 09;55 AM FAX NO" P. 0 �IOD�L 50' PACIFIC PIPELINE SUPPLY `650-6 - 235 S. Pacific Street /SLa�n Marcos, CA 92069 ft'•`7w)471-`~E `u•(7�)471�6� Pressure Reliei CIA-VAL . . Pressure Sustaining Valve • Accurate Pressure Control • Optional Check Feature • Fast Opening— maintains line pressure • Slow Closing—prevents surges • Completely Automatic Operation The Model 50-01/650-01 Pressure Relief Valve is a hydraulicall operated, pilot-controlled, modulating valve designed to maintai constant upstream pressure within close limits. This valve can b S � used for pressure relief, pressure sustaining, back pressure, e unloading functions in a by-pass system. a In operation, the valve is actuated by line pressure through a pifc control system, opening fast to maintain steady line pressure bu t closing gradually to prevent surges. Operation Is completely automatic and pressure settings may be easily changed. If the optional check feature "D" is added, and a pressure reversal Schematic Diagram occurs,the valve closes to prevent return flow. Item Description F\ /-� 1 Hytrol(Main Valve) REMOTE SENSING 3 2 X42N-2 Strainer&Needle Valve 3 CRL Pressure Relief Control 2 Optional Features }moo, v` \ 02 ;82 Item Description s a , r---lk:--1 B CK2 Cock(Isolation Valve) 81j et� I `- D Check Valves with Cock I os� " F Remote Pilot Sensing Z- H Drain to Atmosphere / DMINTO ATMOSPHf nC S CV Speed Control (Opening) INLET OUTLET t Valves 6'and larpor with a'D'feature muss be installed with the main valve stem in a vertical positron Typical Applications Upper Zone O prl Pump CLA-VAL Isolation Valve SAP 50-01/650-01 Pressure Relief t Pressure Sustaining O -� Valve\ CLA VAL 50-01/650-01 Pressure Relief Pressure Sustaining CLA-VAL 60-73 ---_Isolation Pump ( tsolation valve Valve Control Valve Service Area Of Heavy Demand Pressure Relief Service Pressure Sustaining Service To provide protection for the system against high When installed in a line between an upper zone and a pressure surges when pumps are shut down, this fast lower area of heavy demand, the valve acts to maintain �-- opening - slow closing relief valve dissipates the desired upstream pressure to prevent "robbing" of the excess pressure. upper zone.Water in excess of pressure setting flows to area of heavy demand; control is smooth, and pressure regulation is positive. INA_VAU DEC-20-01 THU 09:55 AM FAX NO. R 05 Valve Selection These Symbols and In Available Sizes 10" Size 4 2 _3 4 6 16' 201, 24 0 12 End Details I Screwed Srrewed or Flanged _ `_ L Flanged Basic Valve Globe Model 100-01 Angle 50-01 Suggested Max.Continuous 93 125 2 00 800 1800 31()o - 8500 110oo Flow-GPM Max. Surge 210 280 ------ 70 670 1000 1800 4000 7000 Il000 16000 19000 25000 Basic Valve Globe f S 100-20 1 Model Angle ------- -_- * *4 50-01 Suggested Max,Continuous 260 580 1025 2300 4100 6400 92301 16500 11650( )0 Flow-GPM Max.Surge 40 990 1760 3970 7050 Il000 15900 28200 28200 Refer to the 100-01 or the 100.20 Technical Data Sheet for Complete basic valve specifications and dimensions. Max.Continuous Flow based on 20fps,(100-01).25fps(100-20) Max. Surge Flow based on 45fps(100-01),45fps(100-20) *Screwed End Detail Only **Flanged End Detail Only Pilot System Dimensions (in Inches) we recommend Providing adequate space around valve for maintenance work VALVE SIZE 1%"g if" 2 2��" T 4" 6- 8" 10" 12" 14' 16" 20' 24" -A Max. 11.50 12.50 12.75 13.25 3.25 15.75 17.25 20.25 21.75 25.00 2725 31 IT-M 6.00 00 656 a 00 9.00 27.25 31.00 31.00 800 1 6.00 6.5o 9.00 8_50 9.00 11-25 13.00 14.50 1675 1800_18 C .00 18.00 18 00 1 C Max, 00 4.00 4.50 5-00 6.0 8-00 10.25 12.00 14.25 16.7.5 18-00 18,00 18.00 - - - -- ------ ----- - ----- - -- ---I - -- --- 0. C 0 0 0 A C A - 7 GLOBE Inle 0 6 Y6 _4� 0 .. J J ANGLE - . 0 8 J B 0 ,0 Inlet Pilot System Specifications Please Specify Adjustment Ranges Materials 1. Catalog No, 650-01 0 to 75 osi Max. Stan dard.E&System Materials t��) 20 to Pilot Control: Bronze ASTM 662 2. Valve Size 100 to 300 psi Trim: Stainless Steel Type 303 3. Pattern Angle 'Supplied unless otherwise spec ilied (!�9) Rubber: BUna N Synthetic Rubber 4. Pressure Class Other ranges available,please consult factory Tubing&Fitting: Copper and Bronze Temperature Range 0010A]Pilot System Materials 5, Screwed orqaD 6. Trim Material -14A ee-1 Water: to 180°F Pilot Systems are available with optional i T Aluminum,Stainless Steel or Monet L7. Adjustment Range Options t10 materials at extra cost. GI-1 J-7 B. Desired Options e CLA-VAL CO fovi� Represented By P 0 Box 1325 Newport Beach CA 92659-0325 Fax: 714-548-5441 • Phone: 714-548-2201 CLA-VAL CANADA LTD. CLA-VAL SA PACIFIC PIPELINE SUPPLY 4687 Christie Drive Chemin des Mesanges 1 Bearnsville,Ontario CH-1032 Rornanol/ LOR 184 Lausanne,Switzerland 235 S. Pacific Street Phone:416-563 4963 Phone:41-211-36-49-41 San Marcos, CA 92069 BLANK Canada 1-ax:416-563-4040 _ _ Fax:41-21-3G-49-59 E-50-01!650-01(1192) ZCOPYTOGHT CLA-VAL CO.1"Z P11M.0 In USA Ph:(760)471-PIPE FaN:(760)471-46.50 Spe fflullons lUbla t 1.0-9.Mthow nalice DEC-20-01 THU 09:56 AN FAX N0, P. Oi PACIFIC PIPELINE SUPPI Waterworks 235 S. Pacific Street MIN Pressure Water Pipe Pr San Marcos, CA 92069 Submittal and Data Sheet A Prod u,� )471-PIPE Fax:(760)4714,: AWVVA C900 Distribution Pipe, Cast Iron Pipe Size (Gasketed) October 1991 Pressure Class 100 psi- DR 25 Nominal Average UL Listed Pipe Size 9 Approximate Minimum p Outside Diameter Inside Diameter Approximate (inches) (inches) (inches) Wall Thickness Weight 4 4.800 4.39 (inches) (Ibs/100') 6 6.900 6.31 0.192 193 8 9.050 8.28 0.276 398 10 11.100 10.15 0.362 685 12 13.200 0'444 i 030 12.08 Q,528 1457 Pressure Class 150 psi - DR 18 Nominal Average Approximate UL Listed, FM Approved Pipe Size Outside Diameter Inside Diameter Minimum Approximate (inches) (inches) __ __ (inches) Wall Thickness Weight 4 4.800 (inches) (ibs/100' 6 6.900 6.08 0.267 264 ) - 9.050 7,98 0.383 543 _ 10- - 11.100 9.79 0.503 936 12 13.200 0.617 1408 11.64 0.733 Pressure Class 200 PSI - DR 14 1989 Nominal Average Approximate UL Listed,FM Approved Pipe Size Outside Diameter Inside Diameter Minimum Approximate (inches) (inches) Wall Thickness Weight (Inches) -4 4.800 4.07 (inches) (Ibs/1— 6 ---- 6.900 5.85 0.343 333 e 9.050 7.68 0.493 688 10 11.100 9.41 0'�6 1182 12 13.200 11.20 0.793 1779 0.943 2516 AWWA C905 Transmission Pipe, Cast Iron Pipe Size (Gasketed) Pressure Rated 165 psi- DR 25 Nominal Average Approximate UL Listed Inside Pipe Size Outside Diameter Minimum Approximate -(inches) (inches) (inches) Walt Thickness Weight _-___ 14 15.300 ( 14.00) (inches) (Ibs/100') ------16 17.400 15.92 0.612 1950 - 18 19.500 17.84 0,696 2522 20 21.600 19.76 0.780 3213 --- - 24 _ 25.800 23.61 3942 _Pressure Rated 235 psi - DR 18 5603 Nominal Average UL Listed Pipe Size 9 Approximate Minimum P Outside Diameter Approximate nches Inside Diameter Wall Thickness - -.. �.i ) (inches) (inches) inches Weight 14 15.300 13.49 (inches) (lbs/100') -16 17.400 15.34 0.850 2664 18 19.500 17.20 0.967 3447 _ 20 21600 19.05 1.083 4389 - - 24 -- 25 800 22.76 1.200 5386 -- 1.433 7728 Pipe Material: Pipe compound meets ASTM D 1764,cell class 12454. Pipe Joints: Pipe is manufactured with thickened integral bells;bells include elastomeric gaskets. F 477. The gasket meets the requirements of ASTM Agency: Certified by Underwriters Laboratories, Inc,"to ANSI/NSF Standard 61.Underwriters Labo atones, Inc�also tosts our C900 to the requirements of the Uniform Plumbing CodeW Installation: The pipe system design eng'neer and installer should refer to the following installation guides AWWA 0605 and PWPipe's Hydrostatic Installation Guide for PVC Water Pipe. -. Proof Testing: Every standard and random length of PWPipe's C900 and C905 pipe is individually pressure tested to the requirements of AWWA. PWPpo 6900/C905 products also undergo additional in-house quality assurance testi extrusion quality, where applicable. ng, such as Impact resistance, flattening, quick burst, and P.O. BOX 10049 FUGFNF,ORFGON 91440 (541)343-0200 FAX(541)686-9257 MKT-F-701 DEC-20-01 THU 09;56 AM FAX N0, P. 0' FLANGED PIPE rFAST LE: NONE DATE: FABRICATORS, INC. -� ISVILLE,KY HARTFORD,CT UMBIA,SC WASHINGTON,D.C. ON ROUGE,LA LAKELAND,FL YSVILLE,CA LOS ANGELES,CA Fabricators, Inc. H A H A J J � L H -- - _-f__._ 73 C C 0-D. G G E 0.D. I I��L� , ___�K FLG. x FLG. FLG. x M.J. V-P FLG. x PE. ZA C O.D. E D H NO.OF K L NM of M E F.114. MAX. MIN. MAX. BOLT BOLT p HOLES MIN. MAX. MIN. MAX. HOLES MIN. MAX. 3 0.31 3.90 4.02 6.00 7,50 0.63 0,87 4 0.75 6.13 6.25 0.88 0.94 4 0,75 0.81 2.50 4 A 0.32 4.74 4.86 7.50 9.00 0.82 1.06 8 0.75 7.44 7.56 0.94 1.00 4 0.875 0.935 2,50 6 S 0.34 6.84 6.96 9.50 11,00 0.88 1.12 8 0.875 9.44 9.56 1.00 1.06 6 0.875 0.935 2.50 8 • 0.36 8.99 9.11 11.75 13.50 1.00 1.24 8 0,875 11.69 11.81 1.04 1.12 6 0.875 0.935 2.50 10 0.38 11.04 11.16 14.25 16.00 1.07 1.31 12 1.00 13.94 14.06 1.11 1,19 8 0.875 0.935 2.50 -� 12 R 0.40 13.14 13.26 17.00 19.00 1.13 1.37 12 1.00 16.19 16.31 1.17 1.25 8 0.875 0.935 2,50 14 E 0.42 15.22 15.35 18.75 21.00 1,19 1.57 12 1.125 18.69 18.81 1.19 1.31 10 0.875 0.935 3.50 16 Q 0.43 17.32 17.45 21,25 23.50 1.25 1.63 16 1.125 20.94 21.06 1.26 1.38 12 0.875 0.935 3.50 18 U 0.44 19.42 19.55 22.75 25.00 1.37 1,75 16 1.25 23.19 23.31 1.32 1.44 12 0.875 0,935 3.50 20 1 0.45 21.52 21.65 25.00 27.50 1.50 1.88 20 1.25 25.44 25.56 1.38 1.50 14 0.875 0,935 3.50 24 R 0.47 25.72 25.85 29.50 32.00 1.69 2.07 20 1.375 29,94 30.06 1.50 1.62 16 0.875 0.935 3.50 30 E 0.51 31.94 32.08 36.00 38.75 1,87 2.37 28 1.375 36,82 36.94 1.69 1.61 20 1.125 1.185 4.00 36 D 0.58 38.24 38.38 42,75 46.00 2,13 2.63 32 1.625 43,69 43,81 1.88 2.00J 24 11.125 1,185 4.00 1. Tolerance on length of FLG. x FLG. and FLG. x M.J. pipe shall be ±0.125". 2, Tolerance on lenth of FLG. x P.E. pipe shall be ±0.25". 3. Above materials shall meet all applicable sections of ANSI A 21.10, A 21.15, A 21.51, 62,1, 1316.1 /AWWA C110, C115, C150, C151, and all revisions thereto. 4. Flanged pipe shall be made of ductile-iron pipe with cast-iron flanges threaded on. 5. Linings, if required, shall be in accordance with ANSI A 21.4. 6. The mechanical joint bell for 30"& 36" sizes of ductile-iron pipe have thicknesses different from those shown in ANSI A 21.11, Which are based on gray iron pipe. These reduced thicknesses provide a lighter-weight bell which is Compatible with the wall thickness of ductile iron pipe. 7. Submitted material only. Consult engineer for application. ---- J G�pSSiF,�o pNkNGWCnSiKOBYC�nmsnh VLPACIFIC PIPELINE SUPPLY UnderWrllera leboratodes Inc.• Street �o«�,a� ewT 235 S. Pacific :,aneoed A149MSr C1.IW, CA 92069 E G 97Y0 San Marcos, Pt►:(760)4'11 PipB Fax:(?60)471-4650 Manufacwretl by Fast Fobrlcalors.Lx;.��e r.en..w,..b FLG. DETAIL .DEC-20-01 THE 09:57 AN FAX N0, P. OE CERTIFICATE OF COMPLIANCE TO STANDARDS Fast Fabricators,pipe and fittings are manufactured to the following standards: The flanged pipe is manufactured with class 53 pipe in accordance with AWWA/ANSI C115/21.15 and drilled to meet ANSI 816.1 Standard. The pipe is manufactured in accordance with all applicable requirements of ANSI/AWWA Standard C151/121.51. The pipe groove depth dimension is manufactured in accordance with all applicable requirements of ANSI /AWWA Standard C606. The pipe and fitting cement lining is manufactured in accordance with the requirements of ANSI/AWWA C104/A21.4. The exterior of the underground pipe will be coated with asphalt tar in accordance with ANSI/AWWA C104/21.4. All coating and lining for exterior piping, and all lining for interior piping, is certified to be in compliance with NSF 61 for potable water. Conforms to ANSI /AWWA 0104/21.4. All flange fittings are manufactured in accordance with ANSI/AWWA C110/A21.10 and are drilled to meet ANSI B16.1 Standard. All flanged fittings and flanged pipe will be coated with a primer compatible with the top coat specified in the contract documents conforms to ANSI/AWWA C104/21.4. All underground fittings will be manufactured in accordance with ANSI/AWWA G1 53/A21.53 and cement lined in accordance with AWWA/ANSI C104/A21.4. Sean Sullivan, President ® Fast Fabricators, Inc. Fabricators, Inc. PACIFIC PIPELINE SUPPLY 235 S. Pacific Street San Marcos, CA 92069 Ph:(760)471-PIPS Fax'.(760)471-3650 I leadquarters: Fast Fabricators, 146 Hamilton Cf., Louisville, KY 40229 E-Mail: fastfab.'corn DEC-20-01 THU 09;57 AN FAX N0, P. TRIPA FASTENERS FASTENERS FOR THE WATERWORKS AND CONSTRUCTION INDUS "SUBMITTAL INFORMATION" "BOLTS, NUTS AND FLAT WASHERS" "ABSTRACT OF ASTM A307 ZRABE AND® CARBON STEEL EXTERNALLY THREADED STANDARD FAStNERS GRADE : LOW CARBON STEEL CHEMICAL REQUIREMENTS: GR— ASE A GR�g PHOSPHOROUS, MAX % 0.06 SULFUR, MAX% 0.04 0,15 „J} 4-ill"I"CCHEMICAL ANALYSES SHALL BE PERFORMED IN ACCORDE WITy,.ASTM A751. MECHANICAL ' n REQUIREMENT: .; r,:.: MI `r 4 �l�i .;lr�l!'�!�''4r,, HARDNESS- BRINELL '"'` ! ` ,�l -ROCKWELL 12 +f'y'• r ,%1/iio 241 �,>':n�,:?r 69 :4hrlr l,�F,r TENSILE STRENGTH (KSI) i `9i J --- 100 ELONGATION IN 2 IN,.% 0N 100/�� DIMENSIONS: ry I� UNLESS OTHERWISE S AS SPECIFIED IN THE LATEST;rF R ,E SHALL BE THE COARSE THREAD SERIES TOLERANCE. GRADE A BO 81.1, PAGE A-26. HAVING A CLASS 2A HAE " ! LTS WITH DIMENSIONS AS GIVEN IN THE LATEST ISSUE OF AN51/Q " ` B,,,:. r�".:;;r, p'''"' GRADE B BOLTS SH ,� '' G1. UNLESS OTHERWISE SPECIFIED a� i�►"HEt r i'LTS. IDENTIFICATION ., "A �A"OR "A 307 B" N 1 iIG!l�li NUTS: lfli NUTS SHALL CO M TO ASTM A563 "CARBON AND ALLOY STEEL NUTS"AND SHALL CONFORM IN DIMENSIONS PRESCRIBED IN ANSI/ASME/ASME 1318.2-2. UNLESS OTHERWISE SPECIFIED, FINISHED HEX NUTS WILL BE SUPPLIED WITH GRADE A 307, A BOLTS AND THE HEAVY HEX SERIES WILL BE SUPPLIED WITH GRADE A 307, B BOLTS. OTHER_: BOLTS AND NUTS MAY BE SUPPLIED IN PLAIN,ZINC PLATED,HOT-DIPPED OR MECHANICALLY GALVANIZED FINISHES. FLAT WASHERS: ALL WASHERS SHALL BE OF THE SAME MATERIAL AS THE NUTS. ADDITIONAL INFORMATION: ADDITIONAL INFORMATION CAN BE FOUND IN ASTM A 307, DTD 1984,AND ASTM A 563, DTD 1984, PACIFIC PIPELINE SUPPLY 235 S. Pacific Street TRIPAC FASTENERS,A DIVISION OF TRIPAC MARKETING, IN , SaD Marcos, CA 92069 17390 MT.CLIFFWOOD CIRCLE•FOUNTAIN VALLEY,CA 92 (760)471-PIPE Fax:(760)471.4650 (714)556-0670•FAX(714)556-3714 DEC-20-01 THU 09.58 AM FAX N0, CAL�PICQ IN _ P' r� i 185 HARBOR WAY SO. SAN FRANCISCO, CALIF, 94080-6161 ONE NO.(415)588-2241 -'AX. NO. (415)873-6952 CALPICO PIPE FLANGE GASKETS CALPICO Piping Flange Gaskets are U. S. Standards B 16. 21 dimensions (GasketlIDbse to the outside diameter) . Available as same to pipe gaskets with the smaller XD, yet �'e the old standard full face gaskets and ring Co makes a full range of gaskets from 1/2ll through 110" OD. CALPICO Flange Gaskets are cut from Non-Asbesto , Asbestos, Neoprene, Rubber, Red Rubber , s sheet, and many other materials in thicknesses Cloth-Inserted/1 Inserted Rubber and others on special request, 0 1/16", 1187` and 1/4" PIPE FLANGE GASKETS For Standard 125 lb.Cast Iron FlanAee 4 Fittings-�� , For 350 Raised Face Steel FlanAaS 6 Fittings 1/2`o 24'� _ RING GASKETS FULL FACE GASKETS Nominal U.S.S.1. Old Pipe Silt Standard Q18,]I Standard 4 Nominal U.S.S,1. , IncAtt I,D, O,2 1 J Pipe Site Standard 616.21 Standard(4) 1.0. 0.0. Inches I.D. 112 21!32 1.7/1 - 112 27132 3-I;2 3/4 1.1116 2.1/4 3/4 2.1:1 _ 1 I•S%li 2-5;1 1 2•S/e 13/4 1'1!16 3.7/8 3/4 3.7i8 ` l•I/1 121;32 3 1.1/1 3 1.516 4-I 4 1 4-I/1 1.1/! 1 29/32 3.3/4 1.1/2 3.3/6 1'l/d 1.21/72 4-5/8 1.1/4 4-5 8 l 1 2 231 /-1/8 2 4-1/1 1.112 1.19/32 S 1.1/2 S / 1'f 1•!!2 I-I/° 4.7/1 1.1!2 4. 2 2.718 6 2 7.112 1!r2 5.3;1 3 S•]/8 3'Ii2 2.718 7 21/2 7 S. 3.1;2 3.1/2 63't 3.1/2 7.1/2 3 7.1/2 4 4.1/2 6.711 4 4.1/? 6-12 4.1/2 9.112 4 1/2 5 7 /.1/2 7 7 3 4 5 f•9;16 2.3/1 S 4.1/2 5 9.1/d 4.1/2 9.1,'4 6 6 5+e 1.3/4 6 /3 4 5 10 5 7 1-511 10 63 t 6 6.5/8 11 10 1 e 5 1 tl y 10 7 7.5'8 12.1/2 7 9 9.5 a 12.12 9 11 a 8.5/8 13.112 ° 121/2 r 10 10.311 13-311 10 12.1.2 9 9-,'8 i5 9 131/2 lI 1R3;t 16.1!8 12 16-1./ !0 10.3/4 16 10 " 16 ti 1/0.D. 11 17.3/4 l4 173,1 i2 11'7/4 19 11 19 l5 - 1S 19 t4 O.D. 14 21 14 21 • F 16 16 20-114 16 15 _ ; 11 11 21.1/8 11 10-1/t 16 16 23-1/2 16 22.1!4 10 21.1 1 1d 23.1/2 :22 - 23.7/8 20 23.7:1 70 r, t8 27 18 p5 ✓ 1t 'r 18.1 t 22 26 12 �' 27-1/2 20 27.1/2 26 .. 74 / 24 21.1i/ 24 �� 24 32 24 �2 21 " _ - 24 30.112 26 _ _ 30 30 31 3/a JC 32,3/1 28 - - 28 34-1/4 32 _ _ 34.3'4 30 " 30 38.3/4 3p 36-1/2 _ 32 37 32 n _ 78.3/4 J6 34 36 39 74 M _ 32 41•3/1 11 - 11•ll/ 36 41-I'A 36 ]6 - 34 43.3/4 10 .. - - 31 I3-511 38 w 46 36 ' 46 42 42 40 11.5/1 40 ^ - - 38 46.3/4 11 " - 42 18 42 53 42 57 3/4 PACIFIC PIPELINE 16 . - - 44 50-1/, 44 , - SUPPLY 44 to St•I/2 A 652.1/1 46 N - _ 44 SS•1/4 l 2 48 ^ 48 59.2/2 48 59.1/2 231 S. Pacific Street - San Marcos, CA 92069 Ph:(760)471-PIPE F ax-(760)471-4630 SCHEIDEL CONTRACTING AND ENGINEERING, INC. P.O.BOX 1796 LICENSE NO.730583 LA MESA,CALIFORNIA 91944-1796 TELEPHONE-FACSI (619)593-8704-(619)59? October 30, 2001 Mr. Roger Free City of Encinitas 505 S. Vulcan Avenue Encinitas, CA 923024 Ref: VULCAN AVE. STORM DRAIN BETWEEN DST. AND VISTA DEL REY DR. And SANTA FE DR. STORM DRAIN RF_PLACEMENT& INSTALLATION OF PRESSURE RELIEF VALVE&APPURTENANCES AT HOSPITAL AND SHOPPING CENTER ENTRANCE Subject: Notice of Potential Claim—Delay Damages Dear Mr. Free: Your attention is directed to Sheet 3 of 3 of Drawing No. 0022-D 1 of the Contract Drawings and the existing interfering utilities shown thereon-that were to have been relocated. Scheidel at the City of Encinitas' request has re-potholed the location and the existing utilities have not been relocated. The Contract Specifications make it very clear that the City of Encinitas is responsible for seeing that the interfering utilities are relocated in a timely manner. The same Specifications assure that the contractor will be compensated for any delay damages the contractor suffers, due to the non-relocation of the existing utilities by the responsible agency. Relative to all of the above; the City of Encinitas is hereby notified that Scheidel Contracting and Engineering, Inc. is requesting both an extension of Contract Time and payment for delay in accordance with the Contract and the law. S' ely, Carolyn E. cheidel President �' SCHEIDEL CONTRACTING AND ENGINEERING, INC. PO.BOX 1796 LICENSE NO.730583 LA MESA,CALIFORNIA 91944-1796 TELEPHONE-FACSI (619)593-8704-(619)59, CITY OF ENCINITAS Vulcan Avenue Storm Drain Between "D" Street and Vista Del Rey Drive and. Santa Fe Drive Storm Drain Replacement& Installation of Pressure Relief Valve& Appurtenances at Hospital & Shopping Center Entrance id Date 14-Aug-01 _ Bid No. CMD99B & CMD01 B BILLING WORK PERFORMED THROUGH 25-Oct-01 PROGRESS ESTIMATE NO. 1 INVOICE DATE 26-Oct-01 Vulcan Avenue Storm Drain Complete EET Total Unit Orig Qty Unit Price Extension To Date o Date 1 Saw Cut Exist. Pavment LF 710 $ 1.00 $ 710.00 694.2 $ 694.20 2 AC Pavement Removal SF 800 $ 2.00 $ 1,600.00 753.2 $ 1,506.40 3 12" PVC Storm Drain LF 354. $ 80.00 $28,320.00 347.1 $27,768.00 2" PVC Sch 40 Conduit with - 4 1 " Poly Rope LF 355 $ 500.00 $ 500.00 1 $ 500.00 $ 6.00 $ 2,130.00 348.1 $ 2,088.60 5 122" PVC into exist. Type-B Curb Inlet LS 1 6 Type-A Curb Inlet EA 1 $3,500.00 $ 3,500.00 1 $ 3,500.00 7 Storm Drain Filter Insert EA 1 $2,0.00.00 $ 2,000.00 $ 8 Trench Asphalt Restoration SF 780 $ 4.00 $- 3,120.00 753.2 $ 3,012 80 9 18" RCP Remove & Dispose LS 1 $ 750.00 $ 750.00 1 $ 750.00 10 Traffic Control LS 1 $7,000.00 $ 7,000.00 1 $ 7,000.00 11 6'' Type-G Conc Curb & Gutter LF 35, $ 25.00 $ 875.00 36.5 $ 912.50 12 Conc, Sidewalk SF 150 $ 5.00 $ 750.00 123.9 $ 619.50 13 Traffic Loop Detectors EA 12 $ 500.00 $ 6,000.00 $ 14 Pull Box EA 2 2$ 300.00 $ 600.00 15 Gravel Bags EA - - $ 600.00 50 $ 10.00 $- 500.00 20 $ 200.00 $58,355.00 $49,152.00 Santa Fe Drive Storm Drain Replacement PTo mpletq=T4R,l Unit Orig Qty Unit Price Extension Da te te 1 S aw Cut Exist. Pavment LF 204 $ 1.00 $ 204.00 2 AC Pavement Removal $ - SF 290' $ 2.00 $ 580.00 $ 3 18" RCP (D-2000) Storm Drain LF 83 $ 110.00 $ 9,130.00 4 18" RCP Remove & Repair LS 1 $ 5 8'Type-B Curb Inlet $4,000.00 $ 4,000.00 $ _ EA 1 $4,000.00 $ 4,000.00 $ 6 8" Curb Inlet& Curb Removal EA 1 $4,500.00 $ 4,500.00 7 Storm Drain Filter Insert $ EA 2 $2,000.00 $ 4,000.00 $ _ SCHEIDEL CONTRACTING AND ENGINEERING, INC. P.O.BOX 1796 LA MESA,CALIFORNIA 91944-1796 LICENSE NO.730583 TELEPHONE-FACSD (619)593-8704-(619)593 8 7" Curb LF 6' $ 40.00 $ 240.00 9 6"Type-G Conc. Curb & Gutter LF $ - 10 Conc. Sidewalk 21 $ 25.00 $ 525.0 0 $ SF 185! $ 5 00, $ 925.00 - 11 Trench Asphalt Restoration - $ SF 12 Traffic Loop Detectors — 3201 $ 4.00 $ 1,280.00 $ EA 5 $ 500.00 $ 2,500.0-0 13 Traffic Control - $ - LS 1 $7 ,000.00 $ 7,000.00 14 Gravel Bags $ - EA 50 $ 10.00 $ 500.00 $ _ 15 4" C-900 PVC C1-150 LF 35' $ 50.00 $ 1,750.00 16 4" Ductile Iron Pipe LF - $ 10 $ 100.00 $ 1,000.00 17 12" C-900 PVC C1-150 $ LF 10' $ 100.00 $ 1,000.00 18 12" -45" Elbow EA 21 $ 200.00 $ 400.00 $ 19 Thrust Block EA $ 20 Splash Pad, Grate &Apron EA 1 $ 200.00 $ 200.00 $ _ 21 Presure 1 $3,000.00 $ 3,000.00 $ - -Relief-Valve- __ EA 1 $2,5 00.00 $ 2 500.00 22 Sand Fill Existing Storm Drain LS - - 1 $3,500.00 $ 3,500.00 $ - $52,734.00 $ 00 - Retention 20) Less Previous Payment Total Amount Due=7$44,2 80 FAX TRANSMITTAL FORM City of Encinitas FAX 760/633-281 ' 505 S. Vulcan Avenue Community Development Departmex Encinitas,CA 92024-3633 Advanced Planning/HousingDivisio 760/633-2600 Building Divisic Code Enforcement Divisk Planning Divish DATE: AL Z z, Z OO f SEND TO FAX#: TO: #OF PAGES(including this page) -� COMPANYNAME: s�%��c=� �.v�r�, c T..✓� /�i✓n �✓�iN�=��r�✓�, FROM: ., EA�: �� PHONE: 760/633- 074 '-e- 0 Call ASAP ❑ Review&Call ❑ Review&Return F.Y.I. ❑ Please Handle ❑ Per Our Conversation ❑ Please Reply by COMMENTS: SAN DIEGUITO WATER DISTRICT 505 S.VULCAN AVENUE (760)633-2650 ' P.O.BOX 231010 FAX(760)633-2627 ENCINITAS,CALIFORNIA 92024-3633 TOO (760)633-2700 October 19, 2001 Scheidel Contracting& Eng. P.O. Box 1796 La Mesa, CA 91944-1796 Attn: Chris Scheidel Re: First Submittal on water improvements for Santa Fe Drive Storm Project. To whom it concerns, The accompanying submittal data has been reviewed and compared with the requirements of the Plans and Specifications. Corrections or comments here do not relieve the contractor from compliance with the requirements of the drawings and specifications. The contractor is responsible for confirming and correlating all quantities and dimensions,processes and techniques of construction, and of performing his work in a safe manner in compliance with the requirements of the plans and specifications. Items included in this submittal are listed noting the action taken and recommendations given and are reviewed for general conformance to the project design and in general compliance with the specifications. 1. Pressure Relief Valve—Model 50-01 Pressure relief valve manufactured by Cla-Val is acceptable providing it is a Flanged "Globe"style as shown on the drawing. The CRL relief control requires a 20-200 Psi range, provide S.S. trim and isolation valves for pilot control system, valve body needs to be provided with internal epoxy lining. Amend as noted. 2. 4" Pipe Support—Pipe support manufactured by Grinnel is acceptable as submitted. No exceptions taken. 3. 6" x 4" bell reducer—The 6"x 4"bell reducer manufactured by Smith-Cooper International is acceptable provided it comes with a wire cloth weld to end. Amend as noted. 4. Enclosure—Aluminum alloy enclosure Model SBBC-ALHP manufactured by Strong Box is acceptable as submitted. No exceptions taken. 5. Powder Coating—Powder coatings by Tiger Drylac are acceptable providing the color is RAL 6005. No exceptions taken. recycled pape In addition to the above comments, submittals are needed for the following: PVC Water Pipe Ductile Iron Pipe Nuts &Bolts Flange gasket material For those items marked "Amend as Noted", please have supplier acknowledge and no resubmittal is required. If you have any questions, don't hesitate to call me at 633-2848. Sincerely, /J kv^-t- Victor R. Graves Water Engineering& Planning Manager cc: Roger Free, City of Encinitas Engineering 10/10/20.01 08:37 6195939193 SCHEIDEL CONST PAGE E SCHEIDEL CONTRACTING AND ENGINEERING, INC. NJ.ucix J'N6 LA MCSA,CALIFORNIA 91944.1796 LICENSE NO.730583 (6iSgS9a.H7tJV-(6't9); FAX TRANSMITTAL DATE: 0. TO: COMPANY: FAX NUMBER; '71 A 33 FROM: C . INCLUDING THIS PAGE, THERE ARE $PAGES TO TRANSMIT MESSAGE: T PP AP 7+ UG /',LfAE r5'I°f1'/!-Y L0�2 icy 17A_� 10/10/2001 08:37 6195939193 SCHEIDEL CONST PAGE PACIFIC PIPEL,rNE t�-� MODEL 5i--1 SUPPLY 1 235 S. Pacific Street 65i1-I San MWOS, CA 92069 1%47W)471-pfft Fax;(760)47L.G50 Pressure Reflel CLA-VAl" . . Pressure Sustaining V811V • Accurate Pressure Control • Optional Check Feature • Fast Opening—maintains lire pressure • Slow Closing—prevents surges • Completely Automatic operation The Model 60-01/eso•o1 Pressure Relief Valve is a hyd aulicall operated, pilot-controlled, modulating vaivo desighed to nalntai constant upstream pressure within close limits. This valve, can bi 4' used for pressure relief, pressure sustaining, back pre:sure, o unloading functions In a bypass system. In operation, the valve is actuated by line pressure throui h a pilo control System, opening fast to maintain steady line pre,sure bui ` closing gradually to prevent surges. OperaticA Is co•npietely automatic and pressure settings may be easily changed. If the optional check feature "D- is added, and a ptessurc reversal Schematic Diagram occurs,the valve closes to prevent return flow. itertl Description %_ REMOTE iLN71N0 � ' 1 Hytrol(Main Valve) i 2 X42N-2 Strainer 8 Needle Valve 3 CRL Pressure Relief Control 2 V.1 ITN Su 5. -Tj2,l M } 7 ,82 of J4c---' PACIFIC PIPELINE SUPPLY 03 � " 235 S_Pacific Street DUN T9 San Marcos, CA 92069 INLET oUTICT n7u0SF+IKIIC Ph:(760)471-PIPE F ax:(760)471-4GS0 Wogs fi'rims Iarper with a'0•fe81Wy mint be inetalfod with the main well•sum in a vertzil porn{on Typical Applications UpporZone c7 Pump CLA-VAL \ Isolation Valve 60.01/650-01 Pressure Relief 1 Pressure Sustaining �) Valve CLA-VAL n 6o••ovssaol Pressure Relief Pressure Sustaining CLA-VAL 60.73 lsolaUon valve Valve Booster Pump Control Valve Servico Area of i leavy Demand Pressure Relief Service Pressure Sustalntng Service To provide protection for iho system against high When installed in a line between an upper zone anO a pressure surges when pumps are shut down,this last lower area of heavy demand,tho valve acts to maintain oponrng—slow closing relief valve dissipates the desired upstream pressure to prevent 'robbing" of tho r� exc"s pressure. upper zone.Water In excess Of pressure getting flows.to �� area of heavy demand;control is smooth, and pressure regulation is posttive. 4tA_VAt• ZO .d 'ON XU Nd 6521 3f11 10••60-100 10%10/2001 08:37 6195939193 SCHEIDEL CONST PAGE PACIFIC PIPELINE SUPPLY G 1 235 S. Pacific Street DIP43 S Sae MaMOS' CA 92069 Pipe stanchion saddle Ft(t)471 8 FAx•(760)4 I-4630 fig. 259 adjustable pipe saddle suppo i fig. 264 C p f , SIZE RANGE: 2%2 through 36 inch pip a. MATERIAL: Cast iron saddle, lorknut ilipple e cial cast Iron reducer, assem;Qd. SIZE RANGE:4 through 36 Inch pipe. SERVICE: Stanchion t yp e au n MATERIAL:Cast iron stanchion saddle with steel yoke justment is required. pp0 Rah.re verl and nuts. 14 thru 36 inch carbon steel saddle with steel APPROVALS. Complies with Federal SpeCi yoke.4 thru 12 inch steel saddles available on special WW-H-171 E(Type 39) and Manufactu-are Sta request. zation Society SP-89 (Type 38). APPROVALS: Complies with Federal Specification INSTALLATION:Adjustment is obtains i by turr WW-H-171E(Type 38).andManufacturers Standardize- lockout nipple. The lower end of the nipple is Lion Society SP-69(Type 37). upsetting the threads to prevent separation of INSTALLATION:Same as pipe saddle support f)g.258, and coupling during adjustment. except that yoke Is attached to saddle after pipe is in FEATURES: place. • Vertical adjustment of approximately 41/2 Inch FEATURES: U-bolt yoke provides stability, a Saddle.supports a broad ►angle of pipe sizes. ORDERING: Specify pipe site to be supported, figure ORDERING: Specify pipe size to be supported, number,name and material. number,name. FINISH: Black. FINISH: Black. weights • dimensions (Inches) ..pl(r,ppros) PIP wot(approx) Is.Rauh also lbs ouch A g pipe Colo- Sam 10 4 10.8 seta Plan only A a 3 4a/�� D min n 5 12.1 3 41�A. 2Y2 9.0 4.8 2V2 311 1 Yr 8 1 6 127 3 57/15 31/s 9.4 5.0 Zvi 4 114 8Yi 1: 8 21.3 --5'2. 2v: 4 tY: 8Yx t; 10 3 @" y 4 16.0 7.6 3- 4Y4 2Y� 9Y. to 25.7 3 61/,4 5 16.7 8.3 3 494 2'h 10 11 �2 31.2 3 g�he 8 17 10.3_ 51/2 2h 10Ya 1! .II 14 28 3 1014 10 25.2 17.8 3 6>/s 2% 11 T/. 16 is 31 3 11% 12 29,0 21.8 3 9 3/r8 .21Pt 131/1 18 18 40 4 13VA 14 -40.2 38.0 4 10111u -^ 19 16 53.2 42,0 4 3 1riY. 26 20 43 4 141/2 18 70.8 12�Ye 3 17% 22 22 48 51,0 6 13%. 3Vs 19V= 24 4 15'� 20 104.6 85.0 8 15%- •3'/: 21 251 24 52 4 171, 24 137.0 -110,0 6 17'I 26 55 4 30 170_0 _ 150.0 6 s /1S 4 231h 28' 18'h - _ - 21 h► 4 27 311 16 32 101,0 161.1 6 22'/2 4 , 16 38 249.0 229.0 6 24 32 73 4 21 1.E 4 301/4 323 30 69 4 20 34; 36 81 4 23% •The special cast iron reducer may tic furnished with a nex•st smaller end, 60 'd 'ON Xb3 ph 6S21 3fJ 10--60-,100 10410/2001 08:37 6195939193 SCHEIDEL CONST PAGE E O.OPERINT-EkWl" li SMITH-C ONAL . , D4 -ANNOUNCES'. TT I .'A All A IL IT,-Y: �'�0F Oi�R NEW' is •. w :.:,;- . , : . ..• ' ._ . - . . , • Q..'MAL L�A�LE MITT C�PIP ' 235'3:Pa fie N8 : 'U�?� .StrFet Marcos;CA 9 2069 MV Y 71,PIPE-fIVCOW,47i ftcrni n -!c a y Years of research;�inith�ooper,has;: ..' Indepe?deiu L rb �erUCcb[ian:SCI ti r' Fli Oftln]i;slaned aligne(I"'itself.'with orre:of China's l est',and�moit $ anind.pkndenimetallurgicailabto•insure&atil fittings `•, :expQriencad'nianufacturers of olalkea a AtUgs. meet applicable,cheriucal aad 'h r " P ya•Cal:properti : Although _this is 'ono of the :oldest 'and Most.; Ilou+6/e! ti• _ aectivn pbdlcy Aber fittings ar,y manuf.utui�d, respected foundaiioi'in Ch1hi. Smith' 'CO1Hl �'dr 1�lteadgaugied and 4Y4k'b(e t61 'at U14 has.gone; "•great;]engths"to' , : :• : . t• `l�dorY,fJtey,are rhlpped•lv Smith' 'igsu're th'at'all:products coo Swo wa[tlhvas whertY'. From this ttil}l,meet - :,' ,thq:a'e sit; +uged, aoF. Exceed the:'•' =_ . ,,.��•:. , ,, . �- "�'�d:'{ ��s - a and ChC[cCd r•• . ards d' • • :stand• -r • 'd II ,:.r ., �.-: _--,, ,. •`;;,` _ .:• �' .;: - ;{;?=-_-� it '� '' '"" ��,�• •+i. - ' • 'dt�t'ertsl'onal , �,.•,�•' .:,•".'';`.�','•.:.,`�:,.' ;•. III �i. ,• ;' 'llIlalti]1Itpft` Material•A5TM A197:_ nimondldns ANSpB,1G, . "I ' " '' t in addition,rto the* above,', F'ropdures,,eydryTit ng is manufacture.-( With" t. the'SCl.tradcmprk:for•cicar tree ability.ln:addtUiyrt,'JIl Threads NPT A1�II'BI20.1 ' " ICJ pttiducts'arcl covcrc+ by the "5riiith-Cobpkr'Pr'ocjuct ` :' r• " ' ,- ` :Warranty'IandprodtictJiatiili -in stir ., xo aecomp4ih'this ry .fiav�;ttiQrDUglilyimplt ittentea' T'A^ gUau c'ontrolroccd •'. ••�.' .. 'y. -•F. '.!• .•i•' •',•' C!'Y�ill'• . :r„ . IC PII -LINE SUP {, � pacific; - �. . � ' '. ,.. . . •' .• .. 60)47t 4650 . Vo 'd 'ON xdJ tad U,z t Sal 1,0.-60-100 10%10/2001 08:37 _ 6195939193 SCHEIDEL CONST PAGE �- ��a Lc:10/10/2001 Time;9:25;46 AM "age 2 c ALUMINUM Sir • -9;-B- HIGH • Models: SBBC-40ALHP, SBBC-40WALHP, SBBC-60ALHP, SBBC—rSALHP, 114STALLATION DETAILS SBBC-90ALHP, SBBC—I IOALHP, SBBC-120ALHP, SBBC-130ALHP, 1 2 4 I View Cl 00OLl 00 00000 00000 ❑ 3 7 I I —... ._ I II I1 4 8 1 Aluminum Backflow Enclosure 5. water Service Inlet Piping 2 Backflow Preventer 6. Water Service Outlet Piping 3 Anchor Rod(typical) 7, Finish Grade 4 Poured Concrete Base—6"minimum thickness— 8. Support Rod(typical) extend 40 beyond outside dimensions of enclosure SPECIFICATIONS Tie backflow enclosure shall be mounting lips on each end, The The locking mechanism shall be c'a vandal and weather resistant amounting base shall be a Stainless Steel Cross Bar style nature manufactured entirely of submerged into the concrete a ana provide for a padlock. ria6ne grade aluminum alloy minimum of two inches, 5?52-H32,with a wall thickness positioning the enclosure two cf one eighth inch. The mounting and one half inches above the tase shall be manufactured concrete for drainage purposes, entirely of stainless steel. The The locking mechanism shall be retain housing shall be of solid of the full release type which sheet construction punched on allows for complete removal of t me sides with a rectangular the enclosure from its mounting Kattem for viewing backf low base without the use of tools. cperation. The enclosure shall J:e a center split design, having ALUMINUM 920 S. Ahdreasen Drive, Sete 106,Escondido,California 92029 (7150)480-15702 ■ (8001 729 1314 ■ FAX i8881 310-3946 F RODUCTS,INC. http:.":"W.strongbox.COm ■ E-mail: salesp witprcducis.com T/1 i 1 10/10/2001 08:37__""6195939193 SCHEIDEL CONST PAGE E - Date:1011012001 Irma:D25:40 AM Page 3 of RO—_lc. � ♦ + ENCLOSURE. Model SBBC_ALHP \24# High Profile O^Y 37.5N Clo ggg�08 0'S PRO 0 $� SBBC•40ALHP 40" ♦ sa�a'LL S',P 37. 38•S' 21. SBBC-60ALHP 60'._ 57" 38.5' 21" S88C-75ALHP j5• 72" 38.5- 21' S98C-90ALHP 90• 87, 38.51, —•_._ _SSBC-110ALHP 110" _ 107" 38.5' 21" St3BC-12uALNP 120' 1 1 7' 38.5' 21 St3t3c;-130ALHP 130" _ 127" _ 38.5' 21' ALUMINUM "' C� 920 S.Andreaaen Drive.Suite 106, EsucndiClo,California 92029 ALLOY (760)480-6702 0 (800)729-1314 S FAX(888)310-3946 Pt:ODUC'TS,INC. IZttp://www.strongbox.com ■ E-Mail:sales @vilproducts.com A 3 6.98 10/10/2001 08:37 _ 6195939193 SCHEIDEL CONST PAGE E -- uare:PV/1u/2W1 Time:9:25:16 AM Fags 4 of F Rbri :. T;'GER DRYLAC, U.S.A. PHONE ISO. Feb. 22 1999 01:1'4PM P2 hC*CDry1a* c'* ......... Powder Coatings • . - Standard Series 49: smooth flow- f g a�I/surface, approx.W-W Available from stock In NAB-Colors of the Color-Chart(latest edition) Any other odor can be special ordered. Spey vial Series 49: Smooth flow-semi gloss surface PTO' Smooth flow-matte surface approx appro 80-25' Texture rough-glow surface x. 3ihrer-rscyc6ng consistent Glitter non-metsvic Fluor+esoent-one and two cost Glow--in-the-dark Metwoc Ati>eparent 8L Dormant Transper+ent Out gassing raring(OOF) Iron Glimmer Effect Special Series 48 is available from stock in limited cobra, any non-stocked Special Series 49 can be custom ordered. Please check with order desk for availability. Minlnum Order. 220 Ibs 11 00 kg for all non`-stocked Series 49 custom matctied^"` --- Standard Pachaging:55 lbs/25*9 carton.5 Ibs/2.5 kg Minipack. specific Gravit'r 1.2-1.6 9/cm'depending an pigmentation. Theclretical Depending on pigmentation and processing conditions, - Covmage: 1 Ibs coats approx. 50 sq.fL at 3 mils avg.. 1 k8 coats approx. 10 sq.m. at75 micrmu avg Product is normally applied at 2.64.5 mils/50-80 microns. Silver and other metallic colors are available but must be protected with a clear topcoat for outdoor use, Please consult DATA SHEET No.2086-latest edition. _715—r t orage S`tab8tiy fi-iimontfis'afno Sub:trates and Alumirrum: Yellow or Green Chromate Preto eatment: Galvanized steel: Transparent Chromate Steel:Zinc or iron Phosphate. For more information see DATA SHEET No. 2050/1-4-latest edition. Processing: Electrostatic and Tribo/Ain3tatic spraying, manual or alrtomatic. (Silver and other metallic effects for electrostatic spraying only) Cure Parameters: •F •c _ rml«swift do F C 382 90b , sM1ll,�,�..ttulw q.>1r 392 200 mum��e UMV E 374 190 374 190 NumlWs in bold s50 ISO print 11 nor to 91000 IoHels 356 1 w 3+;C.t0 ISO 2a1316V 330 170 3" 179 a 320 TSO 820 160 5 10 16 20 AA11. S 10 18 20 MR1. TIOVA DMAC u.SJL, INC. 9YWr C*A n 1251 East"mm-•0 @-'-.CA i17H Teh ft(2001!3014111 Ntf11171WR1f 14log 1a2M Ave N.E.Ste.5 B•W"Or RD.WA M12.7k af1.>fM•Taw=(420)y1-11'9 bfICWKF 9YQA 9wensoe ww.•31.C�rYa IL e017a.K��81b•t15Y•X11(�p�513.Yaoe aA"00&9M 1100 Gemerti awn.^..dhow FA?me•1AL d1a1 ase-aar-TOW=(610j=P"149 CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT CATALOG CUT/SHOP DRAWING TRANSMITTAL AND APPROVAL SUBMITTAL NO. PART 1 FOR CONTRACTOR USE FROM(CONTRACTOR) TO(DESIGNER) CONTRACT ( l FOR: (CONTRACT TITLE) r y� THE FOLLOWING ITEMS ARE SUBMITTED FOR REVIEW AND APPROVAL, PER SPECIFICATION SECTION NO ITEM (USE SEPARATE FORM rum EACH SPEC.SECTION) A/E RECOMMEND NO. (A) CITY ACTION C (D) "RACT SPECIFICATIONS REQUIRE FACTORY ::;:'ECTION YES NO 5IGNATURE EW SUBMITTAL RESUBMITTAL PART 11 — FOR DESIGNER USE F (DESIGNER) TO I HAS BEEN REVIEWED,THE FOLLOW COMMENTS: ING RECOMMENDATION IS MADE AS NOTED ABOVE. (S Column "C") J SIGNATURE' PART III— FOR CITY DATE USE FROM TO(CONTRACTOR) 6 �- ENCLOSURES RETURNED. APPROVAL OR DISAP/PROVAL INDICATED ABOVE. (See Column"D") Grr� ACTION CODES: THE FOLLOWING ACTION CODES ARE GIVEN TO ITEMS SUBMITTED:(A code letter will be inserted for each A. -APPROVED AS SUBMITTED. C.-APPROVED,EXCEPT AS NOTED ON DRAWINGS umn D,Section 1,above) B. -APPROVED,EXCEPT AS NOTED REFER TO ATTACHED SHEET.RESUBMISSION REQUIRED. ON DRAWING UBMISSION NOT REQUIRED E.—DISAPPROVED. SEE ATTACHED SHEET CORRESPONDENCE. NOTE:Approval of'em does not relieve the corytraf or from complying with all the requirements of a contract plans and specifications. SIGNATU /� /�� DATE M16196 SCHEIDEL CONTRACTING AND ENGINEERING, INC. P.O.BOX 1796 LA MESA,CALIFORNIA 91944-1796 LICENSE NO.730583 TELEPHONE-FACSI: (619)593-8704-(619)593 LETTER OF TRANSMITTAL TO: Mr. Roger Free DATE: September 24, 2001 Project Engineer Engineering Services REF: Vulcan Avenue Storm Drain Project City of Encinitas Santa Fe Drive Storm Drain Project 505 South Vulcan Avenue CMD 99B and CMD 0 1 B Encinitas, CA 92024 WE ARE SENDING YOU THE ENCLOSED: DATE COPIES DESCRIPTION 5 Material Submittal #1 —Vulcan Avenue Site Bid Item # 3 — 12" PVC Storm Drain Pipe THE ABOVE ARE TRANSMITTED AS CHECKED BELOW: YFOR APPROVAL _FOR YOUR RECORDS -APPROVED AS SUBMITTED AS REQUESTED -FOR REVIEW&COMMENT _OTHER REMARKS: Sent via facsimile and U.S Mail. SIG NAME: Dennis C. Scheidel PIED TO: TITLE: Project Engineer PWJRpe Sewer and Drain Products: Submittal and Data Sheet t� Solid Wall Sewer Pipe, SDR35 Ocaob — ASTM 03034 Nominal Average Base Minimum Approx Wt. 4pPrc Pipe Outside, Inside Wall 20' Pieces 13' P Size in_ Diameter in Diameter(in) Thickness(in) b sl' 4 4.215 3.890 .Y20 105 — t 6 6275 5.742 .180 234 2 8 8.400 7.665 .240 _ 418 4 10 10.500' 9.563 .300 ^664 6 12 12.500 11.361 .360 933 15 15.300 13398 437 1387 _^ ? ASTM F679 Nominal Average Base Minimum Approx. Wt. Apprc Pipo Outside Inside Wall 20' Picccs 13' P Size(in) Diameter(in) Diameter(in) Thickness(in) Ibs1100') (;bsl 18 1 B.701 16.976 .536 2080 � 21 21 22.047 20.004 .632 2890 u 29 24 24.803 22.480 .7t 1 M3658 37 Notes: All sizes are available with integral gaskeled bells; 4" Is also available with integral solvent-weld bells- Pipe Material: Pipe compound meets ASTM D1784, cell class 124548 or 12364B. Gaskets meet ASTM F477. Pipe Design: Pipe meets ASTM D3034 for diameters 4"•15"or ASTM F679 for diameters 18"•24".All pipe has an SDR of 35, nd a F of 46 psi or greater when tested in accordance with ASTM D2412.All gaskeled pipe Joints meet ASTM D32 2. Agency Listings; IAPMO (UPC); Sizes 4"-15" Installation: PWPipe sewer pipe should be installed according to the PWPipe Installation Guide for PVC Sewer Pipe. lost:I'ation are also found on labels that are included on the pipe. Testing: PWPipe subjects its Sewer pipe to several ASTM tests,Including dimensional compliance, impact resistance, flaue ling, s joint Integrity. Drainage Products ASTM D2729 Drainline Pipe (available perforated or solid-wall) ~ Nominal Average Approx. Minimum+ Approx Pipe Outside Inside Walt Weigh Size(i)) Diameter(in) Diameter(In) Thickness in 'Ibs/tOC 3 3.250 3.10 .070 46 4 4.215 4.05 .075 64 6 6-275 6.06 ,100 128 SDR 35 Underdrain Perforated Pipe (for solid-wall, see PWPipe ASTM D3034 sewer pipe) Nominal Average Approx, Minimum Appro: Pipe Outside Inside Wall Weir;' Size inj Diameter(in) Diameter(in) Thickness Qn) (i7s!iC( 4 4,215 3,89 .120 _103 Notes: 1. All pipe is sold in 10 foot lengths; 3" D2729 solid wall and SDR 35 perforated pipe are also sold in 20 foot lon(thy. 2. All pipe has Integral bell solvent-weld joints. Pipe Material: Pipe compound meets ASTM D1784, Cell class 124546 or 123648. Pipe Design: Drainline Pipe: Solid wall and 4"perforated wall meet ASTM D2729.3"and 6"perforated meet ASTM D272 3 prior t Underdrain Pipe: Pipe meets ASTM D3034 prior to perforation. Perforation Pattern: All pipe perforations follow the ASTM 02729 perforalion specification of two rows o di. with hole spacing of 5" center-to-center. The rows of holes are 1200 apart. Agency Listings: Drainline Pipe: Solid wall pipe and 4" perforated wall pipe have IAPMO (UPC) listing. Underdrain Pipe: Pipe is listed by IAPMO(UPC) prior to perforation, Installation: PWPipe Drainline and Underdrain pipe should be installed according to the PWPipe Installation Guide for P 'C Sew - pipe should bo installed with the print line facing upwards to properly locate the perforations. Testing: PWPipe subjects its Drainline and Underdrain pipo to several ASTM tests,including dimensional compliance,imp,):t resist ing, and stiffness. PACIFIC WESTERN EXTRUDED PLASTICS COMPANY PACIFIC PIPELINE SUPPLY Dr') Rnv 1n0aQ Fungne. Oreaon 97440 (619) 471-7473 ZO/l 0 'd ON XVJ WV I I :0 I I d. 10 -I Z-d Stormdr.. pipe Pipo ��.S'Ke�� Sliffne�s s ry., ae v 8 __0 `•""^Series 76 bl,outside 46 d�tor�;n APPro , 15 �� Sbrip�4E 6'2 5"� -`'-� Oi Inside 18 �«.. Barley 48 ., B 4op o�molerr Ir) Mrntrnum Seri's qs 10,500 0,69 „ �,_ Th! 24 Series 46 12.500 �� ?89 ckness In ApPrc r �_ 15 Series 28 15.300 9.8e`—. 180 Wei9't ter" -2.8 Sot; 18.701 11.73 »__1. 240 � � ..,.. tbar101') Crick 1q�-.. . 22.Og7 14.36 . 300 �� 23 Series 1q .,?a 803 17,55 Note: Series 14 /5 ,300•" 20.90 .437 Pipe All Si2py hav Series 1q 18.701 23.51 •536 `. . 93; _ Pipe Pi a lntogra/ 22,047 14.60 538 138; .. Pe pegl9n. PPe With ounq gasket belt a 24.803 17.9Q -.. 605 20 /PL Bt Installation_ ASTMWD With sets ASTM 1)X84 31 2 -.,1 3�0 3 3`f Te PW1''Pe'stor 1 Appe" ificetion�pS' toll class 124 s� 432 —6 stln9, Lions ar n+drai A Pipe )o/4ts me 54g or 12 486 P e also f n pips s stiffnes ets A 3648 WPjPe °und on hou/d be s is tests STA1 Q30 Gaskets �- 199`__ Hess and jo��integ�/tyrnldra I n p p�!�Se 11�dAa according ao�h��wp w/h�S� 70,-t M eet�9�F4>7 venal ASTM test�tpncludin With instal Maehod p2412PiPe with PS o128° 1 I/ la(ipn �lll� 9 dimensional VC sewor 9 rnyets pi Aar ` eaml - compliance,impact sislan I nJtatlgrir,n/ uc S' m re nsrr M P79 e$$ ce, Matte tin ---_... a Ribbe �,stiff_ Nominal a Grav'fy S �Si pipe ewer p. ) Aver, a 'Pe �ia�utslde �72�'•„ ` 8800arn ArPgrox 15 11.000 blsmefe e -..-.-.�.. 3. �^ Minimu r Notes: 100 B0 Walerwa 16.070 9.86 wall m y P/P0 Material. sues incl 11.73 .080 W pro), P,Pe oestgnal: PiPe ComPounde I.ntegral,be119as 14.37 .070 Ibs/10ht moors A keted 085 240 1 Pipe is a 6 arnle S7M 017 )OInts{with 105 330 AgenCY ll sting, of 46 Psi when to 5,ribbed d 8q, toll clasp g4$ket locate 5225 _ Installatl sted in d de ign e. d on sp °n: IAPM�(UPC)_Si dan me ting A , 1�3�8. Gaske 'got). pipe 7�0 Testing, /'11iRib zes a,. °e with AS t nlalerial meets A supplied in 1310 s should be and 12•; Cis STM 212,4 P'pe has jo•��n e subjects Rinstallad accordin ling is in pry®Vs PiPe joint m ooth lntorior F477 of laying length ut`�dar 9rlty, WAi6 to several to the PWpi r s12ey 1 p" ASTM 03212. 'P. haV d al AS TM tests Including 'Pe I nstallat;on Gui COntact PWpiPa for a minimum pip stiflnoss monsronal roRlpli de and the P1Pln r current status, ante 'mPact real,,,9 sysrym`i�'sign e nce,flatten 9 ncor. ninr� stiff,ens and Notes: �roX/�atoeter. vary du 'rWEST sub toefinal eat mar.turin9 tolerant 9 Pur tolerances n S h �9 t PA),no, ) C°MPAN�e h=e.F t �Q�a!feY. rs oflice. ON Xd� Wy �� CATgLOG CUT/SF{OP ENGINEER NG SERENCINITgS D /NG rRANSMl7?gL AND V10ES pEPgRTM APPROVAL ENT SUBMInAL NO FROM(CO/yT,ggCTO CONTRACT �=L �r �ti, %? R CO)'' E THE F OL rTEM LOWING ITE NO. (q) (USEMSARE SUBfyfTT FOR: SEP E OR AND (CONTI?gCT T/T��c) TE FORM F OR BA REVIEW EACH SPEC.SECTtO VAL, PER SPECrFrc RECO�yME ECTIpN NO • r� �j�-% �� = C ND cfn'ACr►01V _.. j SIG`CCTION SI FICATIO RE NATURE Y NO QUIRE C' y FROM , NEW SUB NER) M/TTq �_ _ PARr►►_ RESUB TTAL ITEM��AS FOR �ES►G ER M► �MMENTB. V►i � N USE SEEN REV1E ED. THE FOLLOWI Tp NG RECOMMENDATION IS Mq DE AS NOTEDggOVEJ(See NATURE Column „Ca) )M OSURES REr PART 111_FCR C1TY US DATE URNED. APPROV LORD, E A SgPPROV TO(CONTl�,gCTOR) AL rNDf CATEp AB CODES; THE F OV E' (See Column • a OLLOVIgNG D) 'OVE0AS SUBMITiEO. ACTION col) S ARE GIV '0'/I EXCEPTAS EN TO!TENS SUBMr �AWINGS. RESU,,No-r D NOT RE C REFER TED,EXCEPT AS QED• (A code letter PrOval of ite REQUIRED. D•-WILL ATTACHED HE TED ON BRA in Column will a inserts m does not relieve the E''DIS WINGS d for APPRO EDRgEE qY EPgRATE SD 1SS/ON REQU Sectron 1 each contractor °m co ACHED SH ISSIO IRED, above) E mPlyin9 with all the requirements°� ONDENCE, the contract Plans and Speer frc DA7-E ahons b195939193 SCHEIDEL CONST CON7,1�4CT SC�EI� PAGE 01 CA MI:S.�•C'ALIFURA7q 4J4 ING AND E�L �-]796 LICEN5 G�NE'�RI1VG E N0.730583 � C. f ECfl� CAM ltity�;y.9.yly, T o: NSMQ rqL T COMPANY, D ATE. ��_ a FAX NUMQER: FROM: ` T _ IN CLV OI NG THIS pA GE MESSAGE: , THERE ARE PAGES TO T T RANSMI T arz7- LD�2 z 37 6195939193 SCHEIDEL CONS? • PAGE 9� PACIpIC P �� 235 S, P� WE SUPpL, t !.� fie Strom MODS �t '" •��)gi.pfSF CA 92069 C U'l iW pressure Press, �e�1ef re �wstainjn � Vlg Accurate pressure Cunt Poona►Check Feature r Fast O afore Slow C Closing ^maintains line • Co ng—Prevents Pressure r+tpletolyAutornatle p aurges 1 The Model 60-01/,s Peration operated, pilot_ 50.01 Pressure Relief Valve is oonstant u controllmI modul i used for pstream pressure et'n9 valvo desl a hyd aulically unbedin pree®ure rellef, within clone limns Shed to 71alntain In operatlDn, ons In a by-pass y. uslalniag, b ctk Ore:rsure, oe give is actuated by line pressure . closing�l aYstem, °Peninp fiat to automatic eaduelly Io maintain stead throuf h a pilot pre eureeS' O Y line pressor$ but chematic piagrgrn It the Pregeure sehinge maybe-Opera lion Is cc,npletel Item pescrl optional } Pt►on o0curs,the vale eck feature"p�is added, Y�ani'led. Y t.J 2 42N Main Valve) doses t°prevent return and a pPessurc 3 Strainer F\ m flow. reversal CRL Pr®eS $Needie Valve - ure Rellef Control •t^�No S. 7ki M a } PACIF7C PIPE 235 S. L[NE SUPPLY o,l � 02_ .; Pacific steer o� ._ )471.pipe par 60 4�sq MILCT / VAA"'r �pIC '�GSO An�asviKUc Typical Applications , 11S MN tho to r pith a'D•�eutu them ro� m■ ro Tvn1 be ixiallod �ertrcy P,,,,, n Pymp CLANAL u�rZone a 5�� Isola Pressure 'ion 1. R01W Valve Val':re sure guttalnin9 1 7 e CLA-VAL CLX 50-01/680-01 _ W73 Pressure R Booster pump Proasure Relief Contr01 valve isolaue"valve l3ust°inin . Pressor@ R Valve 9 ro provide -lief Service setvico -� pressure surpastwh•n Rumps Sr*Shutt a pains' high P = ohs Pressure closing relief valve down this fast When re Sust$lning SQ Ara$011 lcavy Derrwnd dlsalAates the ►war area Installed in°line 6 rvice deli he etWeen an u ared upstroa Pressure v eM de the valve acts ions and a area orhea.Wafer In exoe 10 Provem •robbin maintain ZQ reD aon g p demand;co►rtrolf proaeure Coto 91 of fha �d 'e Positive. is smooth, and prCSsur( ■ 'ON Xd.1 kd 89 r z r an , 10/10/2001 08:37 6195939193 SCHEIDEL CONST PAGE 0, PACIFIC PIPaINF, SUPFLY 36 - 235 S. pacific Street Pipe stanchion saddle �;Sax Maneos, CA 92069 Pipe sub fig. ZSg adQjustabie Pipe sad�e mu � fig. 264 PP°rt 1 it Slzl: R ANGE: 21/z through 36 inch pip 9. MATERIAL:Cast iron saddle, lockrlut rl;pple and SIZE RANGE;4 throw clal cast Iron reducer, a through 35 Inch pipe, ssemDlod. MATERIAL:Cast iron stanchion saddle with steal yoke U9 SEAVICE: is requ red n type support and nuts. 14 thru 36 Inch carbon steel saddle with steel APPROVALS. ppOn wh''re vertical Yoke.4 thru 12 inch steel saddles available on spoclai APPR 171E r request. AOVAL3: Complies with Federal S APPI40VALS: Complies with Federal (Type 39) and Manufactu-erg Stande zatlon Society SP-89 (Type 38). NNW H•i 71 E T Speclfl diza l IN&TALLATION,Adjustment is obtttine i by turnip tion Socle j -69 Ty and Manufacturers Standardize. hr SP-69(Type 37). locknut nipple. The lower end of the n, INSTALLATION:Same as pipe saddle Support psetting the threads to prevent spiv is snap except that yoke Is attached to saddle anepOrt9'258. and coupling during adjustment separatloh of nipl place. pipe is in FEATURES; FEATURES:U-bolt yoke provides stability. e Vertical adjustment of a ORDERING: S eci a Saddle.supports a broadpanga at l�e1/2 Inches. P fy Pipe size to be supported, figure ORDERING: specify number,name and material. FINISH,61ack. number,name. pipe size to be supported, figur FINISHI Black. weights a dimension valJ:pe e escrl l wgIDopprot w st i s (nches,rh t) A 4 10 6 9 pIP� °p^► saddle 5 f 0. 3 4a site plea ony A e _ E D 6 127 3 4'0/n 2�/a 9.0 4.8 21/2 3Yi min mae @ 3 5� 3 9.2 5.0 2� t @ 13 21.3 31, 9.4 3�i 114 11% 13114 10 25.7 3 B's y 4 16 ,"7 6 3_2 4 I YZ 81/z 13'12 12 31.2 J31/,e 5 16.7 8.3 3-- 4� 2,/2 91/4 14 14 2@ 3 915/,e 6 17.7 103�..� 49J 214 i0Y¢ 145A is 3 ya 8 204 3 15% 18 40 3 1115 12 29.0 17.8 3 QY2 Z� 11�ye 14 v 4 40.2 21.6 3 9'=/16 .2� 15/t i6Yi 20 43 131/4 14 36,0 4 16 19Ye 22 46 4 14 V, 16 53.2 42.0 4 10 /,. 3 16Y4 lay 52 4 15% 18 70.8 51.0 6 131i,- 3Y` 1 T/2 221/4 26 4 17% 20 104.8 85.0 8 15}'a i 9�? 24 55 4 30 137.0 t10,0 6 171 3/z 21 25,% 2 73 4 20% 32 1010,0 161.0 6 2PAx4 4 27y, 31 V& 6 V2, 26/e 36 01 4 ,_ 21% 3e 249.0 229.0 6 24 h 4 201/4 34% 4 23 •The speclal cast iron•reducer m9 smaller en ,Y b d. e furnished wllh a hox-3haDc0 £0 'd 'ON XVd Rd 692I �fl,� IO--60-�.00ph-72 10!10/2001 08:37 6195939193 SCHEIDEL CONST ' PAGE 0. IERNATIO. 1 : :PROUDLY :ANNA UN ES �THJE -AV ; $ILI: :MAL; . W , :LE ;H 23'3'x; upk • •. :i<r•,. •,. •San• �'acr6c�5f,;F�t,',. .Ilrma�' w '' Ec>✓ ,. :(76tij'sMarc�s;:CA 92069 YYSars;oFreararch $nLth-�ooper,has; . .. 1-PJPE:Pitt 7G0 d7 • ', ,•,atig48d"'itse!• '• . .:•. :.'..r . ' • .lrtdepP,�deittla6 Yerir!'cn[ia ' f'w;th one:of China's:'Iest',and molt ,_n:SCI tirlg.conrmf;staned f . .exPQrienced niantifacturers of c afieable ' ' a4 independent me(altar ical iab 10.Insure°that aj Fitt' g f Filtinb►5_' rn s 'meet applicable.i heroical an d phyi(v� 'ra althou ti ne of the , B this :aldeat~eird tnost; •�-• •. • • respected fouad�rioi'in Chin% nii th�Coop�iry<Al�erfit tingsaramanufrctuitd, has.gone: ...great;Jens"to ;' ' � �, '6d and ;'!extra. at Dais • '•` sure t ' '' .= 1` ••• • ".. . hat`all.p dacts :I ►Y,t�teq.are•m litnPed,fu 5rnitt� hom this' W0j meet, where' :;.o�; czcecd a: ♦• :the;'•r• _ I� '�• . ,•.��. , .�;�,�'. g• ; - :� = - _ is in st�ected ' :standards' find chec ,.. Orr:_ �, wd.'(pr. `,..• • -�; _� Uil', =dtad' ri 8 s ton e 1 pccificationa:'; e - • rt_ atcurac Material•A5Ti4(A1� :_ "'�I .s — ' Gtaaisfaippiiia' ' nimendldns ,•r ; . ,.. t addition ,to the !t1Y$18>j, Aacedores,, r every rfling'is maftufasturr( with" - ,; SCI,trridcrrtark:for clear , : hrcad : :' °' traccabilit 661, e:NPT:41v,§1 B120.1 i: = ; y:ln:add! t,'rll ra ,• .� . ICJ Products'. are covcre�by.the°5niitb-Coy!pit r P. " �"o acc.om lis weave" ::�Wariaaty,�and produc Ji e P - this tharnu t atiili(yinsuranc ;r';• b�Y.itnpldrltented' =. ,:• • :;' ''gUalityiionfrUl,•r ' ' .• <. •� r.,•F. y, °,, •, . . .. ACIIC PII 235:$; a� ''�: V. TH ,t s . • - ^ .r 'ON XUA Nd 6921 10-60-100 10/10/2001 08:37 6195939193 ua tc:1.0/1 0 /2o 1DEm Time;9Z;45 2�46 aM PAGE 0! Fage 2 of G all ALUMINUM . X10 . HIGH PROFILE Models: S13BC_40ALHP, S013C-40WALHP, SB6C-60ALHP, S1313C_75ALHP, INSTALLATION DETAILS S13BC-90ALHP" SBBC—I IOALHP, SBBC-120ALHP, SBBC-130ALHP, 2 4 1 VIEW kPI �q 00 Q❑gQ-__ ❑1 - 7 11 it 3 II II 4 U I- �Tl�' Yr s P �eW b 6 g I Aluminum Backflow Enclosure 2 Backflow Preventer 5, Water Service Inlet Piping 3 Anchor Rod(typical) 8. water Service Outlet Piping 4 Poured Concrete Base-6"minimum thickness- 7. Finish Grade extend 4'beyond outside dimensions of enclosure 8. Support Rod(typical) SPECIFICATIONS Tie backf low enclosure shall be mounting lips on each end, The The locking mechanism shall G4 a vandal and weather resistant mountin all be nature manufactured entire) of 9 base shall be a Stainless Steel Cross Bar style Y submorged into the concrete a and provide for a padlock. rlarine grade aluminum alloy minimum of two inches, 5)52-H32, with a wall thickness positioning the enclosure two Ct one eighth inch. The mounting and one half inches above the t ase shall be manufactured concrete For drainage purposes, entirely of stainless Steel. The The locking mechanism shall be r lain housing shall be of solid of the full release type which sheet construction punched on allows for complete removal of t le sides with a rectangular the enclosure from its mounting pattern for viewing backflow base without the use of tools. operation, The enclosure shall I:e a center split design, having 920 S. Ahdreasen Drive, Su,te 106, Escond do,California 9202.9 4LUgLLp F ROOUc75,INC. (760Y ago,67OQ ■ 18001 729 1314 ■ F ,rtp: 'wvvw.strongbox.com ■ �18881310-3946 Email: sales 1 v tproduc:ls.corn TA 11 5,92 10130/2001 08:37- 6195939193 Date:10/1012001 DEme:9;25 GAM PAGE Of Pae+e 3 of 4 © G ALUMINU ` • L ENCLOSURE m odel SB13C.AL 24" High Profile 37.5M gOD�g o5 L.5 Do 0 � $50 goo g , a SBBC•40ALHP " 0 L k SBBC•60ALHP 4 --- 37' a 21 _ S88C-75ALHP ~�– 5 — 98.5• 75' 72" 21• 9BBC-90ALHP �. 38.5' 21" _S8B1 AIHP 1'10.' --- 38.5' 27 _ S880-120ALHP 107' 36.5' 120' 1I7. 21 S5BC-130ALHP 38.5' 21, —1_— 130" 127" C920S,Andrea8en Drive,g ALUMINUM": (760)480-6702 ` i3 uite 106, Escondido,California 9202 ALLaY PF O INC. 00)729 1314 ■ FAX 888 1 9 http://www.strongbox.com )3 0-3948 ■ E-mail:SaieS@vitproducts.com A 3 6.98 10./10/2001 08:37 __6195939193 SCHEIDEL CONST ware:/U/1U/Ml Time:9:25:16 AM PAGE 011 FROM :. T: R Pass 4 of 4 101E DRYLAC, U.S.A. PF�hIE N0, Feb. 22 1999 01:14pM p2 W ® F owder Coatings Standard Series 49: Smooth now.9Ioey surface, Available from stock In RAL-10010113 of the Color-Chart(latest �� Any other color can be special ordered, SP&21al Series N: Smooth flow-semi 9ks surface Smooth flow-mates SLrliboa approx,W70* Teztuns rough-910"Y surfs" approx.20-•25* Glitter nazi- Iii Rluomeoent-of and two cost Glow-In-the-dark Metallic A aren A Dormant Transparent Out 9 Iron QRMn sr act (0a� Special Series 48 is available from stock in iimited colors an SP@c'W es 49 can be custom orderned. Please check with order d k for Mimi nurn Order: 220 Ibs/100 kg for all non=stocked Series 49 a matchd:Stan dard Packaging:551bs2g kA carton.5 Ibs/2.5 ' --- kg Minipack_ Specific Gravitiy; 1.2-1.6 9/cmldepending on pigmentation. Theoretical Depending on pigmentation and pro�essi coverage.. 1 Ibs coats approx. 50 sq.ft.at 3 mils svg.. ca�ditione. - 1 kq corns approx. 10 a9,n1. at-75 mkcn3na avg Product is normally applied at 2.5-3.6 mi1e16040 microns. M_.. Silver and other metallic colors are available but must be protected with a clear topcoat for outdoor use.Plaase consult DATA SHEET No. 2086-latest �~��t`� �..�ri�ontPis'af no more�tRaii'TT°'F/ PS-hates and Aluminum: Yellow or Green Chromate re tt eatment. Galvanized steel: Transparent Chromate Steel:Zinc or Iron Phosphate. Processing., For more information see DATA SHEET No. 205011-4-latest edition. Electrostatic and Tribo/AinfttiC (Sliver and other metallic effects f�O,as n9' r"��I or automatic. Cure Parameters: b6trostadc spraying only) T •C 39Z 900 Ms/airfi�lO�iR� •� 'C awl 4Mw aurrtw�>D' 200 �M a•t�iealWW � 374 190 'PIu1»tNrs to bold 37, 190 P�t1t fir EO gbeon Ift 356 160 X56 160 6010.W ISO 2813/80' 336 170 1 g 3.9i 1Tp 320 160 a' f 320 760 ---��. 5 10 16 20 M m s 10 16 20 Min. TIOM O AC U.S-A., INC. M16b7 coASn 1251 East SWnael-*Mwb.CA 81741.TV.MR""150. NOM711Y�i11 ISM 1A2bQ Aria ILL.ft.S 9•��WaO.WA 89M-1`L Td��pBtiAl 11 Swarmn RAfi tldaM 19100 C.mnrn.�d C1w�IL IM74-1K(Asp)610iM"' t s=14 uA8(•�Y1-1188 Ana.FA?ft".�(i1W tt;l 424@.T6WSX 7q y26•a1I11