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PLC-12-2248
a Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (306)795-2204 Fax: (305)756-8972 Inspection Number: INSP-182131 Permit Number: PLC -11-12-2248 Scheduled Inspection Date: June 17, 2014 Permit Type: Plumbing - Commercial Inspector Diaz, Osvaldo Inspection Type: Final Owner: LLC, DEVINELLA Work Classification: Addition/Alteration Job Address: 9165 PARK Drive Miami Shores, FL Project: <NONE> Phone Number (305)785-8990 Parcel Number 1132060141350 Contractor: SUNSHINE COAST MANAGMENT INC Phone: (305)305-1908 Comments PROPOSED 452LF OF 12" D.I.P WATER MAIN ALONG NE 92 ST AND PARK DR. PROPOSED 40 LF OF 4" D.I.P WATER MAIN ACROSS CONNECTION CROSSING PARK DR noc pending 7/29/13 08/28/2013 - RECEIVED NOC INSPECTOR COMMENTS False Inspector Comments Passed Failed��� Correction' Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. June 17, 2014 For Inspections please call: (305)7624949 Page 2 of 45 icXz� UJ- CJ `_ U'(:5`_ -601t, L. .NL. .__;\'! -i\ �: au?;�C1 is t �f��):;crV. e.�-�,/ , r.�I`, _ ,� ,�::` �,:c-� 1 ac ! ; r -. �.,- ....., � _LIC/c _ � - �\t AO! _ C / OdX9 O_ .. .. .c,.. C -► .. : ; - ., .._:�:. �I ...�c' �i\..,_. :`1' = S:ic'):� Ci TO ADH=SWE, �_�:CC EiINtR acC:�3n049�L�/!S;rCt SS0_,.._ 1oq- MIAMI-DADE WATER & SEWER DEPARTMENc. T.' - METER OPERATIONS & MAINTENANCE MIAMI- CROSS -CONNECTION CONTROL UNIT spigim 1001 N.W. 11TH STREET, MIAMI, FL 33136-2209 Phone (305) 547-3046 . Fax (786) 268-5485 PREVENTION ASSEMBLY TEST REPORT FORM ADDRESS OF DEVICE: OWNE F DEVICE: rdla' 1 OWNER CONTACT J—/ � � PHONE: FAX: "" ` ADDRESS F OWNE ��� ZIP CODE r ?3 NA TESTER CERTIFICATION #: EXPIRATI N DA PHONE: .. 2 B INESS NAME: BUSINESS ADDRESS: ZIP CODE: 3 TEST K MODEL #: SERIAL #: DATE LAST CAL. SITE TUBE: �E- �°0' '( 71;LP YES / NO TEST PLEASE MARK: R. P. ✓" D.C. P.V.B. MAKE QF AS5ENjBLY:, MODEL NO.: SERIAL #: SIZE: 141 LUCATION OF ASSEMBLY:�..� .600 %v � i ® A SE�VIQC�E METER NO.: J�')m1 4 DATE OF TEST METER READING: INITIAL TEST: v/ ANNUAL TEST: SHUT OFF VALVE #1: CLOSED TIGHT SHUT OFF VALVE #2: CLOSED TIGHT PRESSURE STABLE: NO LEAK LEAKED: LEAKED: LINE PRESSURE: D.C.V.A. R.P.Z.A. P.V.B. CHECK VALVE NO.1 CHECK VALVE NO.2 DIFFERENTIAL RELIEF VALVE AIR INLET CHECK VALVE FAILED � Closed Tight: Closed Tight: TO OPEN LEAKED: LL1 Leaked: Leaked: FAILED TO OPEN PRESSURE DIFFERENTIAL ACROSS CHECK PRESSURE DIFFERENTIAL ACROSS CHECK OPENED AT: HELD AT s 7.17 PSI. $. Q e O PSI. OPENED AT: ® � PSI. PSI. PSI IF THE ASSEMBLY FAILS FOR ANY REASON, COMPLETE THIS SECTION AND NOTE REPAIRS REMARKS / REASON FOR FAILURE (IF APPARENT): CHECK VALVE NO.1 CHECK VALVE NO.2 DIFFERENTIAL RELIEF VALVE P.V.B. 0 jE CLEANED: CLEANED: CLEANED: CLEANED: a REPLACED: REPLACED: REPLACED: REPLACED: W Ir D.C.V.A. R.P.Z.A. P.V.B. CHECK VALVE NO. 1 CHECK VALVE NO. 2 DIFFERENTIAL RELIEF VALVE AIR INLET CHECK VALVE �- Closed Tight: Closed Tight: FAILEDTO OPEN LEAKED: LULeaked: Leaked: FAILED TO OPEN PRESSURE DIFFERENTIAL ACROSS CHECK PRESSURE DIFFERENTIAL ACROSS CHECK OPENED AT: HELD AT PSI. PSI. OPENED AT PSI. PSI. PSI I CERTIFY THAT I HAVE TESTED THE ABOVE ASS BLY IN ACCORDANCE WITH THE A.W.W.A. CROSS CONNECTION CONTROL MANUAL AND THAT ALL THE INFORMATION IS ACCURATE TO THE BEST OF MY ABILITIES. SIGNATURE OF CERTIFIED TESTER: \//I ty NOTE: TES"dRM MUST BE COMPLETED IN ITS ENTIRETY. INCOMPLETE TEST FORMS WILL BE RETURNED. 110_01-158 8/09 www.miamidade.gov/wasd/cross-connection.asp RETURN THIS COPY TO MDWASD Sunshine Coast Management, Inc. Pco,.,cr-k FL-c.i 2 - 224 3 DEC I 12013 UA, December, 17 2013 From: Sunshine Coast Management, Inc. 220 Miracle Mile, Suite 217 Coral Gables, FI 33134 (305) 305-1908 To: Village of Miami Shores Building Department 10050 NE 2 Av Miami Shores Village FL 33138 (305) 795-2204 Fax: (305) 756-8972 Sunshine Coast Management, Inc. is requesting an extension due to field changes that were approved by a revised set of plans on 12/10/13 by Miami Dade Water and Sewer. C)JL Sincerely, �� Jose Blanco President '�Inld� � � Miami Public Works 12 JUN 21 W3 Public Works Department 10050 N.E. 2nd Avenue, Miami Shores, FIwWa 33138 Tel: (305) 795.2204 Fax- (305) 756.8972 Permit Iryw. Public VW*ft WATER Owners Name (Fee Simim TulatuAde* 0~9 Address city ALCCC�—D T.WL...' Pd.. V k- C—IL,—, ls C 1-1 O Ph.. '3- zip phonac Job Address (WHUS OW M* is being done) 91(10s County mww Daft zip3313 - Is Building Htstoric* DesignalO& YES Nca Cantruaw$ company Name 'V' 9&101� Ph. 11 carsAddress A;LO City State AmIttlectfaWneWs NW- (d q*AMtje) "IftM& Phx.*.--jSq. gal —ate I $VW.dVV.*FordftPwM ga,a,06" I Uneal Factage Of VWW TOO Of Work: 0 Descrit)a work Submittal Pea Rotary$ Scanning S Code Eaftmemerd: s Total Fee Now Due S (Continued on opposite side) \w NOW n itapawmeplace n oemor..6 CCF s CO= Tram inefEducadon Fee S Todmalaw Fee $ Itad" $ zold" sbuctwal plan R"Firm S Ekmd S Bonding Compaqs Name (d applica ) Bonding Cohtparr/s Address NIA City state zip Mortgage Lander's Name (f applicable) WA Mortgage Lander's Addrm 20 State zip FIT77. 1—P7 M-7111714 '7r—, TIM `lI-T-,'j r -T-7, W� P757IFT—k-TI-I 7w 1 Ur. 11.1' 44, will AL OWNERS AFMAVIT. I ca* Mat all the ftwegoft information is amrate and that all work vA be done In compbm* vAlh an appfiwj* laws regulating constnictim and mrdng. 011414,41ii "t-4 1601,11"AW411 L"I Signature Signahm Owner or Agent Contractor PUBLIC; My Commission Expires: , I - fl I I I � . - " Yessica Ortega '0W,,41SSl0,I#EE224097 XPIRES! AUG. 09, 2016 "i —ilOlt; IAW MY tVlie ,ICUBILLOS kibli tate of Florida -My Comm Expires Sep 23, 2015 Commission # EE 128810 Bonded Through National Notary Assn. APPLICATIOW APPROVED BY: Public Woft Dkedor or his designm 1111 712M DBrPR - BLANCO, JOSE E; Doing Business As: SUNSHINE COAST MANAGEMENT ... Page 1 of 1 4:05:11 PM 7/17/2013 Licensee Details Licensee Information Name: BLANCO, ]OSE E (Primary Name) SUNSHINE COAST MANAGEMENT INC (DBA Name) Main Address: 15108 SW 104 STREET APT 713 MIAMI Florida 33196 County: DADE License Mailing: LicenseLocation: 3911 SW 6TH ST MIAMI FL 33134 County: DADE License Information License Type: Certified Underground Utility and Excavation Contractor Rank: Cert Under License Number: CUC1224135 Status: Current,Active Licensure Date: 10/25/2005 Expires: 08/31/2014 Special Qualifications Qualification Effective Construction Business 10/25/2005 View Related License Information View License Complaint 1940 North Monroe street. Tallahassee EL 32399 :: Email: Customer Contact Center :: Customer Contact Center: 850.487.1395 The State of Florida is an AA/EEO employer. Copyright 2007-2010 State of Florida. Privacy Statement Under Florida law, email addresses are public records. If you do not want your email address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(S), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalis provided may be used for official, communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. Please see our Chapter 455 page to determine if you are affected by this change. https://www.myfloridalicense.com/LicenseDetail.asp?SID=&id=235E17OFA342C7C98C... 7/17/2013 Sunshine Coast Management, Inc. JUL 1x,2013 o �'P July 10', 2013 To: Mr. Norman J. Bruhn Building Official 10050 NE 2 Ave Miami Shores, FI 33138 (305) 622-8000 Sunshine Coast Management, Inc. will repair both areas were Miami Dade Water and Sewer are going to cap both ends of the existing water main on park drive abandoning the existing Water Main in place. These repairs will be done under The Miami Shores specs for restoration. %�`\ A�s�ln�a\� fQSSturr.�Coti MJ'',t 6-e C�C „17 4eeL %'`.S e✓�rt.�cla✓5 �Leuel..c�.'•tif ✓�5'tU.�t� Ltvr Ca.+s^(, Ar.•cl. �-e.�.p.ewcl�r✓��,.— H��� ;,�us•� b.e kl,..�z� '�`v�5 ��� w'•J�c�. v.eI�.�s-k1�a., 3? Y X0 Sincerely, 220 Miracle Mile #217 Coral Gables, F133134 (305)305-1908 joe@sunshinecoastmanagement.com www.sunshinecoastmanagement.com 17) E P144EERiN_G January 8, 2013 Village of Miami Shores Building Department 10050 NE 2"d Avenue Miami Shores, Florida Civil and Structural Consulting Engineers Coastal and High Wind Velocity Area Mitigation and Assessments EB No. 28451 ?Lc— 110- 1 oZO-7?q S Attn: Mr. Norman Bruhn, Building Official Re: DR KEISCH MEDICAL OFFICE — WATER MAIN EXTENSION 9165 Park Drive, Miami Shores, FL PUBLIC WORKS DRYRUN APPROVAL Dear Mr. Bruhn: In reference to the above project, we have revised the plans to include your noted comments as enclosed. Revisions to the plans were performed by adding an additional sheet R 1.0. for your City's dryrun approval. As discussed, we would like to obtain one set of stamped plans in order to continue the process of approvals through Miami -Dade Water and Sewer Department, DOH and DERM as required for Water Main Extensions. Once the plans have been approved by all other agencies, a contractor will be submitting the final plans to your office for a permit along with an MOT Plan and Bond as required. If you have any questions or concerns in regards to the above matter, please do not hesitate to contact our office at (305) 345.9795. Thank you. MIRIMOS No, szw Mhanasios Tom Marinos, P.E. Senior Civil/Structural Engineer/Project Manager Florida Reg. No. 51562 1 OF 1 PEMBROKE PINES 18331 PINES BLVD, SUITE 307, PEMBROKE PINES, FLORIDA 33029 TEL: 954.437.3111 FAX: 954.437.3137 Provide notes on plans: -_- Asphalt restoration for parallel trench must be curb to curb. Asphalt restoration for perpendicular trenches must be no less than 3 times the trench width. Restoration of public right of ways must be to new condition. _ Provide Miami dade County WASD. --- Provide HRS/DOH approval. Provide plans showing restriping of parking in the right of way. Provide approval from Miami Shores Police for any road closure or MOT A bond in the amount of is required prior to issuance of permit. ► - � T B ,JUL 7 013 N SUNSHINE COAST 305.305.1908 All MOT shall conform with the MUTCD and FOOT standards and Index 613 AWf kWAN T>1WM &4W a►® m? 1111 wp rlus a, do Tem! Qmbc hArr rd►Arevgai—00 CBRtTWM MA51Ci CONTROL SWERYWOR pRee 4US sme.Der 0+re►rdo►l rip„ A A�f amindmiDim qu=15 Owunu mtlaW ROAPSAM TRAFFIC SYSTEMS, INC. 306-633-3043 plana an) proprlebaty to RoadSafa Trafflo System, Inc. end not redponsible for MOT if gxacated by any ofte compnoy RoadSafa Traffic takes no reoponribiiity for MDT Boll),j 14,�RK DING FINESOUBLED Cd19FD Buffer Spacht1`71.1 g (11) rWdE N WORKERSREMT 5,�d A a C Spee6 e np. or less ,7@0 ` 209 20p - SYMBOLS vu • .vee S �' yrq Sip: MrTh ig'a 1@'ds:in! v &zPr Efag A.%' 77Pe S bight 0 CLamnNZ' 9 Use lire !Yee r Nee ala 46271 Ot LSari, Fess iqn p .t4ran:e 9M-kia Abrair beard s — Alike Ref!etferises Pal nnen! partings Jt 1 ste Tabt'e GENERAL ROTES I. U'crd amrarka7 shall be Confined to etc•;rattt: lare..lealz:g.Mat adiarerc lane open Ja 2.zefir. 2.94 upffaitled nipltrals the avaim Sir$ es star. we to to ."races 3L tl he. nd4 rs lra14.0ed fr. Oda redan late an diidaat hip4raPs. 111E rJvumf a;p der:iae plan's .seertnr aa'. Ierf fent mhseo ani aae anis slaw sutsikuled fa• the rfghl 1a E Elosen ane tans em sips. The sere a0'des :a adfr Axed hieh! ars u3h"Ar Fa wlq ercesiions: a Lpar2 staff he rtinfined lel hk one Wfliarl Mile. b.. MWitfawl bssMrades, toss. u tsars sht5 to p'alrad alaiP Jae mn:attse atullrim the nal area and amass rte I.'a.:'ing em ft the e L Area. whaa vr. et .adkfded hi f-tv's s rrrcrs a -rocs the terLerllnt so as to aatma. h 0.1 Lam mod:a i tares. ate ur erea tog. Ir siPlree ;a the at frara-1: of bmM raaall al's. ,Z S;yar ata freff.t cotrrot #a—fres are la be tttdflAns in a[w Canso a -jib D.TERv1TTE01' WCA%7 STOPPAGE .;1a Lshte! 1 of ?I w ben w d art JS ha p perfdrrsed an: the Nfiblra2 s open Ja L a.Yif. S. The tun flim ea ag emkos afrea ll, I. rare of rpm 24 zea ear be an:ati Fla. iaaY Iva; Ars Sl the sacra area tove ugh-faren aki, reta:&..9, £Jesbiru. ersrit efhq, or S!Mfir Ugres err ralttg. E 11 -ate par& sli aiOprs .'al • q e a fulh of S 4 ne Here ere cldsed, rtaWWIz..y W fres Stan he own le arse ate 36"'Ah r to afgame Q fore aVrglFg Idler m @keel s nY.-ular 4.411 rr to enaAn -&his :he ;rrvi ITor. See I al% 100. 61`2 for shtulds:- taper formlas '. 1Rhes a side roan nderseets the high-ar WtSh JM rrC fare. Aed-ft sal TTC dakm sf:atl 6& SfaCod !d amordafre Ni!A 0:111! aa'ffre.•.le TC2 Jftdn s E Tafs :[Z Asn dues r ary-cy a.aea Ra.L is ttirrg pe.-fn•am fn fha addle lat0s1 of a s4 er ai0ry late Ji+ vmj. Stn f der ern fix. CONDITIONS S. Fm pat^ -a' TCZ m1l"er¢n3 ano a•i4viotal mrccmtieq, rete.- Je Wail- W. 6La. W AE AM, vEHCLE- EOUJFNEAT. WORKERS OB ThEfF Act —FES EOCAQAcm Oil TWE LAVE AWAC.E17T TO 6tr0ER ShIMM S .N1D TAE AREA T LYrr$rDd THE EWE OF 7WEL WAY. XULTE ANE. WORK WTrHI1T TRAVEL WAY allo. Y I �(M. AIRDaAN OR OUTSIDE GAATE 1 613 1 t>, 30.450 EitD RDRL EOS7K DISrAMCE 8E7VtfEEM Buffer Spacht1`71.1 g (11) 5,�d A a C Spee6 e np. or less ,7@0 ` 209 20p Impel 45 n !. .3-•27 330 350 fIIWAJ Sr "ph 5=19 5611 _f.0 t Nares 155 ntf. �' 4ea!ar X44 1616 1tt7i5 =S 25 50 25 .57 3_q:a - L37 • 7ht A'KD'SORr 1 192£ F.W" nal vie asad Ln 76 as Jt: aterrssre tv the WO CORK Ake.4C 30 200 sgn ani the RlObit- tAkF ELDSEO i� NILE 35 2510 sAv guar vie esto as an 0ierrime to t!a t RISET ULVE CLOSED FP!EA:7 Sinn:. s5 is �• 300 tcpsni the ftPD WR v 9HE2J sip% a• S4? awn at is fuer.. 5170E nhiNtre• Is less. - SYMBOLS vu • .vee S �' yrq Sip: MrTh ig'a 1@'ds:in! v &zPr Efag A.%' 77Pe S bight 0 CLamnNZ' 9 Use lire !Yee r Nee ala 46271 Ot LSari, Fess iqn p .t4ran:e 9M-kia Abrair beard s — Alike Ref!etferises Pal nnen! partings Jt 1 ste Tabt'e GENERAL ROTES I. U'crd amrarka7 shall be Confined to etc•;rattt: lare..lealz:g.Mat adiarerc lane open Ja 2.zefir. 2.94 upffaitled nipltrals the avaim Sir$ es star. we to to ."races 3L tl he. nd4 rs lra14.0ed fr. Oda redan late an diidaat hip4raPs. 111E rJvumf a;p der:iae plan's .seertnr aa'. Ierf fent mhseo ani aae anis slaw sutsikuled fa• the rfghl 1a E Elosen ane tans em sips. The sere a0'des :a adfr Axed hieh! ars u3h"Ar Fa wlq ercesiions: a Lpar2 staff he rtinfined lel hk one Wfliarl Mile. b.. MWitfawl bssMrades, toss. u tsars sht5 to p'alrad alaiP Jae mn:attse atullrim the nal area and amass rte I.'a.:'ing em ft the e L Area. whaa vr. et .adkfded hi f-tv's s rrrcrs a -rocs the terLerllnt so as to aatma. h 0.1 Lam mod:a i tares. ate ur erea tog. Ir siPlree ;a the at frara-1: of bmM raaall al's. ,Z S;yar ata freff.t cotrrot #a—fres are la be tttdflAns in a[w Canso a -jib D.TERv1TTE01' WCA%7 STOPPAGE .;1a Lshte! 1 of ?I w ben w d art JS ha p perfdrrsed an: the Nfiblra2 s open Ja L a.Yif. S. The tun flim ea ag emkos afrea ll, I. rare of rpm 24 zea ear be an:ati Fla. iaaY Iva; Ars Sl the sacra area tove ugh-faren aki, reta:&..9, £Jesbiru. ersrit efhq, or S!Mfir Ugres err ralttg. E 11 -ate par& sli aiOprs .'al • q e a fulh of S 4 ne Here ere cldsed, rtaWWIz..y W fres Stan he own le arse ate 36"'Ah r to afgame Q fore aVrglFg Idler m @keel s nY.-ular 4.411 rr to enaAn -&his :he ;rrvi ITor. See I al% 100. 61`2 for shtulds:- taper formlas '. 1Rhes a side roan nderseets the high-ar WtSh JM rrC fare. Aed-ft sal TTC dakm sf:atl 6& SfaCod !d amordafre Ni!A 0:111! aa'ffre.•.le TC2 Jftdn s E Tafs :[Z Asn dues r ary-cy a.aea Ra.L is ttirrg pe.-fn•am fn fha addle lat0s1 of a s4 er ai0ry late Ji+ vmj. Stn f der ern fix. CONDITIONS S. Fm pat^ -a' TCZ m1l"er¢n3 ano a•i4viotal mrccmtieq, rete.- Je Wail- W. 6La. W AE AM, vEHCLE- EOUJFNEAT. WORKERS OB ThEfF Act —FES EOCAQAcm Oil TWE LAVE AWAC.E17T TO 6tr0ER ShIMM S .N1D TAE AREA T LYrr$rDd THE EWE OF 7WEL WAY. XULTE ANE. WORK WTrHI1T TRAVEL WAY allo. Y I �(M. AIRDaAN OR OUTSIDE GAATE 1 613 1 t>, 30.450 EitD RDRL EOS7K ells Suffer Sire ream! Se 20W.1e due to gauss rir mustrarnts, the gres'est a:ta:ashte lamp:t sing to asai. &C mt less than 2u0 fr. Ftr lateral IratsirletS ache Vtan 1`2, use i41Rre: = ten;gh Ar :aper in Yea W s Aiath of eatR•d::rasil.L:.n 1111 S m PI -led seeet' Still f mprs DURATION NOTES J. Tagwrarr uAftv eti sffr.0 met be oltired for wYrd eperali4or Aesf Colon tome;ulie reamer dans. 2 Fcr pork opaaioes DF to ar"prov)mCe17 JS u,;atcea, sign. cha:as97!ry dff.*Axs. a:•rtx taard. and buffer spare :+-r he nniraatr.N a•I y;de Inlnrflp rowiho s A-4- vier• a Spar 'iflq is 45 flat or less. R rig srgh! ahsPaCians la, oawries apse darlsop the it "L ea for a oiVaa:e equal to Ce buffer spate anal hoe soler fer•_IM mnldres. r. V01:1m aro mnp'anp of the rasdnap has been cc "Mered. The 0esed :tae is Q4aaied d► a Class S tr !a••ger, trefi:•aa Curl trurkfs!ls eh a cinema, gross w&VId oebdtle Aal.:tg imr) of 16M iv mala nigh -Wo s:Tl'. mla.'fals Clashing. asullorfrg, ar stral t ofgals Clamed abo a Ile Eah hsgid alai rpt stn;. 3. For aerA operetiatr a7s to do stinCeS a. is bard am buxe.- 6p re nal he Cnil2ea if toraif;idm a. b. aa2 c in OURAT/OL AME 2 are nvC. am Aianvtres Jr rru a al. a•ao ;;ala ra ireq?, Jlasafrr,, asrnla ia'F. ar $rant llptts ape a tf.r. Iti~v rrEsca►rTrav: FDOT DESIGN ST. trF�fsrorfa: '> 2013 Table 1 Buffer Device Sparing Nes. Orstarge 8ahsaen Oe Jms 1`11-4 Spee6 cores a TPpe 1 a TY➢o A Impel Tutula• itarina avrrmsiies er VJuricar fIIWAJ Pa•rsp; or Drams t Nares 72TanSant Ta 7a en! LS 25 50 25 .57 3_q:a - L37 x s0 50 Ln 76 25 SG : 54 709 ells Suffer Sire ream! Se 20W.1e due to gauss rir mustrarnts, the gres'est a:ta:ashte lamp:t sing to asai. &C mt less than 2u0 fr. Ftr lateral IratsirletS ache Vtan 1`2, use i41Rre: = ten;gh Ar :aper in Yea W s Aiath of eatR•d::rasil.L:.n 1111 S m PI -led seeet' Still f mprs DURATION NOTES J. Tagwrarr uAftv eti sffr.0 met be oltired for wYrd eperali4or Aesf Colon tome;ulie reamer dans. 2 Fcr pork opaaioes DF to ar"prov)mCe17 JS u,;atcea, sign. cha:as97!ry dff.*Axs. a:•rtx taard. and buffer spare :+-r he nniraatr.N a•I y;de Inlnrflp rowiho s A-4- vier• a Spar 'iflq is 45 flat or less. R rig srgh! ahsPaCians la, oawries apse darlsop the it "L ea for a oiVaa:e equal to Ce buffer spate anal hoe soler fer•_IM mnldres. r. V01:1m aro mnp'anp of the rasdnap has been cc "Mered. The 0esed :tae is Q4aaied d► a Class S tr !a••ger, trefi:•aa Curl trurkfs!ls eh a cinema, gross w&VId oebdtle Aal.:tg imr) of 16M iv mala nigh -Wo s:Tl'. mla.'fals Clashing. asullorfrg, ar stral t ofgals Clamed abo a Ile Eah hsgid alai rpt stn;. 3. For aerA operetiatr a7s to do stinCeS a. is bard am buxe.- 6p re nal he Cnil2ea if toraif;idm a. b. aa2 c in OURAT/OL AME 2 are nvC. am Aianvtres Jr rru a al. a•ao ;;ala ra ireq?, Jlasafrr,, asrnla ia'F. ar $rant llptts ape a tf.r. Iti~v rrEsca►rTrav: FDOT DESIGN ST. trF�fsrorfa: '> 2013 Table 11 Buffer Space and Taper ten 2h Ardrer Tamr Length S"W Spa9 Ui' Lateral 7ransitia-,i fIIWAJ Oist, t Nares Pit) 411.1 111ergel 23 155 225 HS' t a 60 30 200 len 35 2510 245 0.7 363 320 s5 is Mo 3ffO S4? 1 — INS SO 425 0100 664 6O 570 7:0 55 645 i JIVC 78 Y -V 847 ells Suffer Sire ream! Se 20W.1e due to gauss rir mustrarnts, the gres'est a:ta:ashte lamp:t sing to asai. &C mt less than 2u0 fr. Ftr lateral IratsirletS ache Vtan 1`2, use i41Rre: = ten;gh Ar :aper in Yea W s Aiath of eatR•d::rasil.L:.n 1111 S m PI -led seeet' Still f mprs DURATION NOTES J. Tagwrarr uAftv eti sffr.0 met be oltired for wYrd eperali4or Aesf Colon tome;ulie reamer dans. 2 Fcr pork opaaioes DF to ar"prov)mCe17 JS u,;atcea, sign. cha:as97!ry dff.*Axs. a:•rtx taard. and buffer spare :+-r he nniraatr.N a•I y;de Inlnrflp rowiho s A-4- vier• a Spar 'iflq is 45 flat or less. R rig srgh! ahsPaCians la, oawries apse darlsop the it "L ea for a oiVaa:e equal to Ce buffer spate anal hoe soler fer•_IM mnldres. r. V01:1m aro mnp'anp of the rasdnap has been cc "Mered. The 0esed :tae is Q4aaied d► a Class S tr !a••ger, trefi:•aa Curl trurkfs!ls eh a cinema, gross w&VId oebdtle Aal.:tg imr) of 16M iv mala nigh -Wo s:Tl'. mla.'fals Clashing. asullorfrg, ar stral t ofgals Clamed abo a Ile Eah hsgid alai rpt stn;. 3. For aerA operetiatr a7s to do stinCeS a. is bard am buxe.- 6p re nal he Cnil2ea if toraif;idm a. b. aa2 c in OURAT/OL AME 2 are nvC. am Aianvtres Jr rru a al. a•ao ;;ala ra ireq?, Jlasafrr,, asrnla ia'F. ar $rant llptts ape a tf.r. Iti~v rrEsca►rTrav: FDOT DESIGN ST. trF�fsrorfa: '> 2013 � a Arran 8014 Operaeiae IXsroahnsed Aqf Bran BOa,d Shall 8e P=0,Ed Or fae+aralen Orestde The C -ea: flodAm i Zine Or L'd Sh:e.V!ed Sy 4 banxr N Cres+. Cur%lcn 5ut f ri - - - - �� - r�7, -/, "-n - WWI - - - , Area � �fds � lk a ■ ■ e ■ • ■ r1 tai / . � and Bd: e: Stara Nj p0+.01Y(dK PDm Sips [mcav �� 831111i rr Crea d T. r seri X17 I AGILE { ell SPEEDWO FINES OOUBL� {MILE MEN YIJR;HtS Tanpirary Pare.9rd! +!arm tRESENi Mwe$ Tlw- upt null A ca Ar�C Oerfres Ra+a:aled lelefelp I :d < dd!sude Edge Of Tra.a War. EVE14 PAVE14ENT a � Arrau loam Opm• iun lW5cnn:h_E:h anf Amen 8narn Sha.: Be Re:wcd Or Rr.6ra:ea Oursf— Tula clew• aXam Or Be Shi0eied 6! A Eerier Or Crash Cushida r Median 77 _ ` L Itdri Arca t/, f% fir p rya A S C L am Meer paw ,E ROR9 1N3K 4 R Kim" dr C4�c.•un1 S+'eua's Area 7eapnu arF�r N]KK 8e?Senea To : ranc� ef MILE l,,1 ,•' c <RMD OBrt \,SPEWING Fill j urLE 1.Ah'ES �� ?¢.vpfrarT Da envu! Marti ^s pp()gLpp Patti Tamlpl Wa.t'prea Aus:.Deeires ftWared %144EN WORKERS - 4a!Va1.4 7 T. c n.ee-WP Fide Of Trau■i ICAC_ PRESENT $ UNEVEN PAVEPEAT 3 INTERMITTENT WORK STOPPAGE - LANE REOPENED TO TRAFFIC s L c °�R`Fr7Q°` JFDOT DESIGN STANDARDS++ o�x s+reer vt�rsr�e s MUL73LA-NB, WORK SITYTFM TRAVEL WAY +no. ►+a. �imin 2013 MEflIAI\T OR OUTSHDE LAI\M 6l3 2 Florida Health rMsshm' To protect, promote &hnprontheheetth ofallpeople In Florida through integrated slam, =ft &communityetforfs. Rick Scott Gol mor John H, Ar,n uong, MD, FACS Surgeon General & SeOGWY February 20, 2013 Notification of Acceptance of Use of a General Permit Permittee: Devinella, LLc c/o Victoria Keisch 6644 Windsor Lane Miami Beach, FL 33141 JUL 112013 �>w Dear Ms. Keisch: Permit Number. 312050-095-DSGP Issue Date: February 20, 2013 Expiration Date: February 19, 2018 County: Miami -Dade Project Name: 9165 Park Drive Water Supplier: M.D.W.A.S.D. PWS ID: 4130871 RER WE: 2013-00023 WASD DW No: 2012-WAT EXT 012 On February 2& , 2013, the Florida Department of Health received a "Notice of Intent to Use the General Permit for Construction of Water Main Extensions for PWSs" [DEP Form No. 62- 555.900(7)1, 2- 555.900 7 , under the provisions of Rule 62-4.530 and Chapter 62-555, Florida Administrative Code (F.A.C.). The proposed project includes the installation of 452 LF of 12" DIP Water Main, to serve the property located at 9165 Park Drive along NE 92ae Street and Park Drive, Miami. Based upon the submitted Notice and accompanying documentation, this correspondence is being sent to advise that the Department does not object to the use of such general permit at. this time. Please be advised that the permittee is required to abide by Rule 62-555.40.5 F.A.C., all applicable rules in Chapters 62-4. 62-550, 62-555. F.A.C., and the General Conditions for All General Drinking Water Permits (found in 62-4.540. F.A.C. . The permittee shall comply with all sampling requirements specific to this project. These requirements are attached for review and implementation. Florida Department of Health Pursuant to Rule 62-555.345, F.A.C., the permittee shall submft a certification of construction Own! Daft County HuM completion [DEP Form No. 62-555.900(9)1 to the Department and obtain approval, or Depitnient clearance, from the Department before placing any water main extension constructed under 1725 KW 16P Slreeg LftdGuderm Rodda 3= this general permit into operation for any purpose other than disinfection or testing for PHONE 305-� leaks. FAx 30423.=2 dadduftorg Within 30 days after the sale or legal transfer of ownership of the permitted project that has not been cleared for service in total by the Department, both the permittee and the proposed permittee shall sign and submit an application for transfer of the permit using Form 62-555.900(8). F.A.C., with the appropriate fee. The permitted construction is not authorized past the 30 -day period unless the permit has been transferred. wwaorttwheafflLm 1WII m HeaIHryFLA FACEBoOK FLDq=t=ntof INlth ymnwie fldoh This permit will expire five years from the date of issuance. If the project has been started and not completed by that time, a new permit must be obtained before the expiration date in order to continue work on the project, per Rule 62 - Paul L. Al drd, PE. Drinking Water Program Cc: Athanasios Tom Marinos, P.E., Mts Engineering Luis Figueredo, M.D W A.S.D. A Civil Penalty May Be Incurred if this project is placed into operation before obtaining a clearance from this office. Requirements for clearance upon completion of projects are as follows: 1) Clearance Form Submission of a fully completed Department of Environmental Protection (DEP) Form 62-555.900(9) Certification of Construction Completion and Request for Clearance to Place Permitted PWS Components into Operation. 2) Record Drawings, if deviations were made Submission of the portion of record drawings showing deviations from the DEP construction permit, including preliminary design report or drawings an specifications, if there are any deviations from said permit (Note that it is necessary to submit a copy of only the portion of record drawings showing deviations and not a complete set of record drawings.). 3) Bacteriological Results Copies of satisfactory bacteriological analysis (a.k.a. Main Clearance), taken within sixty (60) days of completion of construction, from locations within the distribution system or water main extension to be cleared, in accordance with Rules 62-555.315(6). 62-555.340, and 62-555.330, F.A.C. and American Water Works Association (AWWA) Standard C 651- 92, as follows: • Connection to an existing system • The end point of the proposed addition • Any water lines branching off a main extension • Every 1,200 feet on straight runs of pipe Each location shall be sampled on two consecutive days, with sample points and chlorine residual readings clearly indicated on the report. A sketch or description of all bacteriological sampling locations must also be provided. 4) Pressure Test Results Copy of satisfactory pressure test results demonstrating compliance with AWWA Standard requirements. For further clarification contact: Paul Levelt Andre Paul andre@doh.state.fi.us Miami Shores Village Building Department 10050 N E 2nd Avenu Miami Shores. Florida 3313 Tel: (305) 795 220 Fax: (305) 756.897 Permit No-ple- /;--`� ,t 0 Job Name 9 ti' PLUMBING CRITIQUE SHEET E- r' OR Isla 23763 Ps 43751 (1ps ) RECORDED 09/08/2013 13:30:38 HARVEOURT NOTICE OF COMMENCEMENT MIAMIY r'DE C NTYPk LO IDA rl�al°I�-I�t�DE cOul�T�$ FLORIDA A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME-OFFIRST INSPECTION LAST PAGE PERMIT NO. LG-10"la"Z TAX FOLIONO. (j`�tq•j3�� STATS OF FLORIDA; COUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby gives notice that propeft and In accordance with Chapter'713, Is provided In this Notice of Commencement. gv 1. Legal description of property and street/address: COUNn OF oPy the elm f _ a�4l12I nd OhSeal.nd ounty Courts :AK. of Ci D.C. 2. Description of Improvement �tft a: ,, �B0 9 3®t 3.Owrler(s) name'and address: `-- Interest in property: Name and address of fee simple titleholder: 4. ContractOr S name, address and phone number: Space above reserved for use of recording office /'1►�/atrar®b 1®�� 5. Surety: (Payment bond required by owner frocontracto f any) Name, address and phone number. Amount of bond $ 8: Lender's name and address:_. 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, / Name, address and phone number, 0!�%ep-c/i!� a ®-I TY 8. In addition to himself, Owners designates the following perso (s) 7treceive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes./ G ®.� Name, address and phone number V C ��c�c.� WY C/joy 9. Expiration date of this Notice of Commencement Sr1'1W1 l�ii"[i7 (the aphation dated11 year from the date of recording unless a different date Is specified) WARNING TO OWNER; ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMXNTARECONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA' STATUTi=S, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, C�NSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF CO Signatures) of Owne s r O ner(s)' Aut rizr3d 0 cer/Di tor/Partner/Manager Prepared: By Prepared By Print Name Print Name_ Title/Office �Io ,e' �. Title/Office -- STATE OF FLORIDA A will 1 �r 1 11"uAUt The fo oln rls rr nt w before me this day By �1 U Individually, or U as for Personally known, or, U produced the following type ofiidentiflcati Signature of. Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92 2b FLORIDA STATUTES_ Under penalties of perjury, I declare that I have read the foregoing and that the factsVated In It are true, to the best of my kno ge and belief, Sign#ture(s) of Owner( sVz-AuthorizaA rarint Mnr/Delph r/ BY By 123.01-52 PAGE 3 3/10 who signed above: Notary Public - State of Florida My Comm Expires Sep 23, 2015 Commission # EE 128810 Bonded Through National Notary Assn. 0 STATE OF FLORIDA RC# 6 3 2 2 3 3 2 DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CUC1224135 08/30/12 120071619 CERT UNDERGROUND & EXCAV CNTR BLANCO, JOSE E SUNSHINE COAST MANAGEMENT INC IS CERTIFIED under the provisions of Ch.489 F3 HaPiration. Hate: AUG 31, -2014 L12083003603 Miami -Dade Water And Sewer Department �, PLANS REVIEW SECTION 3575 South Le Juane Road, Miami, Florida 33146 - Room 120 - Office (305) 669-7658 - Fax (305) 669-7769 SEWE•OWMWE ............. ...... Project type '--------- ......_...- - _.............._...................... ---___................. ........ .._- -- ............. ..... .... .._....... .... --- — ❑ Water Main ❑ Lateral (Sewer) ❑ PS Upgrade V Shop Drawings ❑ Water Service ❑ Gravity Main ❑ Pressure Req. ❑ F.D.O.T Permit ❑ Fire Hydrant ❑ Force Main ❑ Util. Certification ❑ Phasing ❑ Fire Line ❑ Pump Station ❑ EQCB ❑ Generator Plans ❑ Other. 11 ithe Following Has Been` Suhm ted dor Review ! Approva1. l - -- Set of Plans: _i Public Works Dry -Run: Water Applications Blanket: [. Sewer Applications: GW Discharge App.: . F.D.O.T Applications: Pump Station Plans: Comments EQCB Form: Utility Certifications Old Dry -Runs: Approved Plans: PLEASE REFER TO PROCESS NUMBER: 13-01092303 WHEN INQUIRING ON STATUS AND /`OR WHEN SUBMITTING FINALS. Please allow four (4) weeks for DRY -RUNS and two (2) weeks for FINALS. Additional proo ssin he may equ• Vbproject location, size, pumping station, and complexity. Received In Date: I Plans Review By: Up Phone: S• Date: Da :4 . PM MIAMI-DADE WATER & SEWER DEPARTMENT MIAMF=E Plans Review Unit 3575 South Lejeune Road, Room 100, Miami, FL 33146 • Tel.(786) 268-5214 • Fax (786) 268-5141 ° FEE SHEET PROJECT NAME DR KEISCH MEDICAL OFFICE LOCATION 9165 PARK DRIVE ENGINEER: SUNSHINE COAST MANAGEMENT DESCRIPTION QUANTITY UNIT FEE TOTAL WATER MAIN LF SEWER MAIN LF WATER SERVICE EA FIRELINE SERVICE EA FIRE HYDRANT EA PUMP STATION EA LATERAUCONNECTION EA WATER EXPEDITE REVIEW HRS SEWER EXPEDITE REVIEW HRS WATER PLANS EXT. ORD#10-14 EA SEWER PLANS EXT. ORD#10-14 EA WATER REWORK EA SEWER REWORK EA WATER REVISE PLANS MIN SEWER REVISE PLANS MIN EQCB FORM: WATER SEWER EA EA UTILITIES COLLECTION TRANSMISSION CAPACITY FORM EA COMPLETION OF GROUND WATER DISCHARGE FORM EA SHOP DRAWINGS: WATER SEWER 1 EA 60 60 EA TOTAL DUE br->rC* 11 $60.00 FEES WILL BE PAYABLE AT TIME OF FIRST REVIEW OR REWORK RETRIEVAL *ORIGINAL FEE SHEET & RECEIPT MUST BE SUBMITTED WITH THE FINALS* FEE APPROVAL: ASIF BAWANEY DATE: 5/8/2013 COMMENTS: 13-01092303 NEW BUSINESS APPROVAL: DATE: PAID: YES = NO 0 INV. # ACCOUNT NUMBERS: (WATER) 471-025-01-998 TO BE PROCESSED: (SEWER) 571-027-21-998 ORIGINAL TO CUSTOMER: 0 REV. 10/1- 212D55-095 -DSSP NOTICE OF INTENT TO USE THE GENERAL PERMIT WATER MAIN EXTENSIONS FOR INSTRUCTIONS: This notice shall be completed and submitted by persons proposing to const "General Permit for Construction of Water Main Extensions for Public Water Systems" in Rnl DAYS BEFORE BEGINNING CONSTRUCTION OF A WATER MAIN EXTENSION PRO] of this notice to the appropriate Department of Environmental Protection District Office or Ap (ACRD) along with payment of the proper permit processing fee. (When completed, Part 11 of design report for a water main extension project, and thus, it is unnecessary to submit a separa drawings, specifications, and design data with this notice.) All information provided in this n The permit processing fee for projects requiring the services of a professional engineer during processing fee for projects not requiring the services of a professional engineer during design i processing fees shall be made payable to the Department of Environmental Protection or the ab SEPARATE NOTIFICATION AND A SEPARATE PERMIT PROCESSING FEE ARE REQ1 CONTIGUOUS PROJECT.t *Except as noted in paragraphs 62-S55.S20(3)(a) and (b), FA.C., projects shall be designed or more professional engineers licensed in Florida. t Non-contiguous projects are projects that are neither interconnected nor located nearby on adjacent streets, or in the same neighborhood). A Name of Project: B. Description of Project and Its Purpose: 9211D STREET WESTERLY TO PARE WATER MAIN. C. Location of Project. 1. County Where Project Located: Mian 2. Description of Project Locution: 9165 DRIVE ALONG NE D. Estimate of Cost to Construct Project: $110,950.00 E. Estimate of Dates for Starting and Completing Construction F. Permittee G. OW ?013 012 I CONSTRUCTION OF uct projects permitted under the 62-555.405, F.A.C. AT LEAST 30 3CT, complete and submit one copy proved County Health Department this notice serves as the preliminary e preliminary design report or, lice shall be typal or printed in ink. lesign is $250, and the permit $100:* Checks for permit propriate ACRD. NOTE THAT A TIRED FOR EACH NON - the responsible charge of one another (i.e., on the same site, on Engineering. Section PWS/Co Name: Devinella Lic PWS Identification No.:* PWS Type:* El community 11 Non -Transient Non -community ❑ Transie -on-community El Consecutive Contact Person: Victoria Keisch Contact Person'sride: Contact Person's Marlin Address: 6644 Windsor Lane City- Miami Beach . State: Fl Zip Code: 33141 Contact Person's Telephone Number: 305-785-8990 Contact Person's ax Number. Contact Person's E -Mail Address: mkeise cuncerhealthcare.net * This infoWation is required only if the permittee is a public water system (PWS . 3071 Sw 38 Avenue Number: 7862685321 Page 1 Person's F1 7862685141 f. NOTICE OF INTENT TO USE THE GENERAL PERMIT FOR t EXTENSIONS FOR PWSs K Public Water Svstem (PWS) that Will Own Protect After 1t is PlacM iron Permanent Onera nn OF WATER MAIN PWS Name: PW Identification No.:* PWS T :5 Communi Non-TransientNon-Community —0T1a11S1Cutlk117C0W1W1uiW ElConsectitive PWS Owner: Mdwasd City: Pembroke Pines Contact Person: Luis Figueredo, P.E. Contact Persoi Is Title: Plans Review Supervisor Contact Person's Mailing Address: 3071 Sw 38 Avenue E -Mail Address(es) of Designer(s): TMARINOS@MTSENGINEERING.COM City- Miami State: F1 Zip Code: 33146 Contact Person's Telephone Number. 7862685321 Contact P 's Fax Number. 7862685141 Contact Person's E -Mail Address: * This information is required only if the owner/operator is an existing PWS. 1. Professional Enameer(s) or Other Person(s) in Resuonsiible Charge of Desienina Proiect* Company Name: Mts Engineering Designer(s): Athanasios Tom Marinos Title(s) of Desi gner(s): Pe Qualifications of Designer(s): ® Professional Engineer(s) Licensed in Florida - License Number(s): 51562 ❑ Public Officer(s) Employed by State, County, Municipal, or Other Governmental Unit of State ❑ Plumbing Contractors) Licensed in Florida - License Numba(s).^ Mailin-9 Address of Designer(s): 18331 Pines Blvd, 4307 City: Pembroke Pines State: F1 Zip Code: 33029 Tel hone Number of Designer(s): 9544373111 Fax Number Desi s : 9544373137 E -Mail Address(es) of Designer(s): TMARINOS@MTSENGINEERING.COM * Except as noted in paragraphs 62-555.520(3) (a) and (b), F-4. C., projects shall be deli d under the responsible charge of one or more professional engineers licensed in Florida. t Attach a detailed construction cost estimate showing that the cost to construct this proje is $10, 000 or less ^ Attach documentation showing that this project will be installed by the plumbing contr tor(s) designing this project documentation showing that this project involves a public water system serving a s7ngleproperty and fewer than 250 fixture units, and a detailed construction cost estimate showing that the cost to construct this pr ject is $50, 000 or less A. Service Area, Water Use, and Service Pressure Information 1. Design Type and Number of Service Connections, and Average Daily Water Demazi Maximum Day Water Demands, in the Entire Area to Be Serval by the Water Mains Beina Constructed Under this : C' Average `, ( or $=Numbecot seM. 49m bob ti 4 Per R al S-Wce - E a1 Ad iEy �=T uf�reic�C Gonne Sereir� '., kCormeoTious ®VaterJ�emandtr Sinele-Family Home 1 0 a. Description of Commercial, Institutional, or Industrial Facilities and Explanation Daily Water Demand for These Facilities: 7329 sq. ft of physicians office b. Explanation of Pealdng Factor(s) or Method(s) Used to Estimate Maximum Day DB� Form 62-55&Pagel Augua28, 2M Used to Estimate Average Demand. PEAK FACTOR OF 3 NOTICE OF INTENT TO USE THE GENERAL PERMIT FOR CONSTRUCTION OF WATER MAIN EXTENSIONS FOR PWSS 2. Explanation of Pealing Factor(s) or Method(s) Used to Estimate Design Peak -Hour Water Demand and, for Small Water Systems that Use Hydropneumatic Tanks or that Are Not Designed to Provide Fire Protection, Peak Instantaneous Water Demand: 3. Design Fire -Flow Rate and Duration: 4. Design Service Pressure Range: too d S t B. Project Site Information 1. ATTACH A SITE PLAN OR SKETCH SHOWING THE SIZE AND APPROXIMATE LOCATION OF NEW OR ALTERED WATER MAINS, SHOWING THE APPROXIMATE LOCATION OF HYDRANTS, VALVES, METERS, AND BLOW - OFFS IN SAID MAINS, AND SHOWING HOW SAID MAINS CONNECT TO THE PUBLIC WATER SYSTEM SUPPLYING WATER FOR THE PROJECT. 2. Description of Any Areas Where New or Altered Water Mains Will Cross Above or Under Surface Water or Be Located in Soil that Is Known to Be Aggressive: C. Information About Compliance with Design and Construction Requirements 1. If this project is being designed to comply with the following requirements, initial in.ink before the requirements. If any of the following requirements do not apply to this project or if this project includes exceptions to any of the following requirements as allowed by rule, mark"?(" before the requirements and complete Part II.C.2 below. RSWW = Recommended Standards for Water Works as incorporated into Rule 62-555.330, F.A.C. m a. This project is being designed to keep existing water mains and service Imes in operation during construction or to minimize interruption of water service during construction. [RSWW 13.a; exceptions allowed under FAC 62- 555330] t 1 b. All pipe, pipe fittings, pipe joint packing and jointing materials, valves, fire hydrants, and meters installed under this project will conform to applicable American Water Works Association (AW WA) standards. [FAC 62-555320(21)(b), RSWW 8.0, and AW WA standards as incorporated into FAC 62-555330; exceptions allowed under FAC 62- n 555320(21xe)] c. All public water system components, excluding fire hydrants, that will be installed under this project and that will come into contact with drinking water will conform to NSF International Standard 61 as adopted in Rule 62-555.335, F.A.C., or other applicable standards, regulations, or requirements referenced in paragraph 62- /n�� 555.320(3)(b), F.A.C. [FAC 62-555320(3)(b); exceptions allowed under FAC 62-555320(3)(d)] +11M d. All pipe and pipe fittings installed under this project will contain no more than 8.0% lead, and any solder or flux used in this project will contain no more than 02% lead. [FAC 62-5553221 e. All pipe and pipe fittings installed under this project will be color coded or marked in accordance with subparagraph 62-555.320(21)(b)3, F.A.C., using blue as a predominant color. (Underground plastic pipe will be solid -wall blue pipe, will have a co -extruded blue external skin, or will be white or black pipe with blue stripes incorporated into, or applied to, the pipe wall; and underground metal or concrete pipe will have blue stripes applied to the pipe wall. Pipe striped during manufacturing of the pipe will have continuous stripes that run parallel to the axis of the pipe, that are located at no greater than 90 -degree intervals around the pipe, and that will remain intact during and after installation of the pipe. If tape or paint is used to stripe pipe during installation of the pipe, the tape or paint will be applied in a continuous line that rims parallel to the axis of the pipe and that is located along the top of the pipe; for pipe with an internal diameter of 24 inches or greater, tape or paint will be applied in continuous lines along each side of the pipe as well as along the top of the pipe. Aboveground pipe will be painted blue or will be color coded or marked like underground pipe.) [FAC 62- 555320(21)ro13] f. All new or altered water mains included in this project are sized after a hydraulic analysis based on flow demands and pressure requirements. ATTACH A HYDRAULIC ANALYSIS JUSTIFYING THE SIZE OF ANY NEW OR ALTERED WATER MAINS WITH AN INSIDE DIAMETER OF LESS THAN THREE INCHES. [FAC 62-555320(21)(b) and RSWW 8.1] DEP Forth 62-M 90W Aitemate Page 3 Effective August 2B 20M NOTICE OF INTENT TO USE THE GENERAL PERMIT FOR CONSTRUCTION OF WATER MAIN EXTENSIONS FOR PWSs Project Name: I Permittee: SPI P�ff� f.I.C' I g. The inside diameter of new or altered water mains that are included in this project and that are being designed to provide fire protection and serve fire hydrants will beat least six inches. [FAC 62-555320(21)(6) and RSWW 8.12] h. New or altered water mains that are included in this project and that are not being designed to carry fire flows /�i do not have fire hydrants connected to them. [FAC 62-555320(21)(b) and RSWW 8.1.5] 111 i. This project is being designed to minimize dead-end water mains by making appropriate tie-ins where practical. [FAC 62-555320(21)(b) and RSWW 8.1.6.a] j. New or altered dead-end water mains included in this project will be provided with a fire or flushing hydrant or blow -off for flushing purposes. [FAC 62-555320(21)(b) and RSWW 8.1.6.b] k. Sufficient valves will be provided on new or altered water mains included in this project so that inconvenience and sanitary hazards will be minimized during repairs. [FAC 62-555320(21)(b) and RSWW 82] I. New or altered fire hydrant leads included in this project will have an inside diameter of at least sic inches and will include an auxiliary valve. [FAC 62-555320(21)(b) andRSWW8.33] m. All fire hydrants that will be installed under this project and that will have unplugged, underground drains will be located at least three feet from any existing or proposed storm sewer, stormwater force main, pipeline conveying reclaimed water regulated under Part III of Chapter 62-610, F.A.C., or vacuum -type sanitary sewer, at least six feet from any existing or proposed gravity- or pressure-type sanitary sewer, wastewater force main, or pipeline conveying reclaimed water not regulated under Part III of Chapter 62-10, F.A.C.; and at least ten n� feet from any existing or proposed "on-site sewage treatment and disposal system." [FAC 62-555314(4)] Ix 1i� f n. At high points where air can accumulate in new or altered water mains included in this project, provisions w171 be made to remove the air by means of air relief valves, and automatic air relief valves will not be used in �A situations where flooding of the valve manhole or chamber may occur. [FAC 62-555320(216) and RSWW 8.4.1] o. The open end of the air relief pipe from all automatic air relief valves installed under this project will be extended to at least one foot above grade and will be provided with a screened, downward -facing elbow. [FAC 62-555320(21)(b) and RSWW 8.42] p. New or altered chambers, pits, or manholes that contain valves, blow -offs, meters, or other such water distribution system appurtenances and that are included in this project will not be connected directly to any sanitary or storm sewer, and blow -offs or air relief valves installed under this project will not be connected directly to any sanitary or storm sewer. [FAC 62-555320(21)(b) and RSWW 8.43] q. New or altered water mains included in this project will be installed in accordance with applicable AW WA standards or in accordance with manufacturers' recommended procedures. [FAC 62-555320(21)(bl RSWW 8.5.1, and nA AW WA standards as incorporated into FAC 62-555330] 1� 1 r. A continuous and uniform bedding will be provided in trenches for underground pipe installed under this project; backfill material will be tamped in layers around underground pipe installed under this project and to a sufficient height above the pipe to adequately support and protect the pipe; and unsuitably sized stones (as described in applicable AW WA standards or manufacturers' recommended installation procedures) found in trenches will be removed for a depth of at least six inches below the bottom of underground pipe installed -I1 under this project [FAC 62-555320(21)(b), RSWW 8.52] i n s. All water main tees, bends, plugs, and hydrants installed under this project will be provided with thrust blocks or restrained joints to prevent movement [FAC 62-555320(21)(b) and RSWW 85.4] KRA t New or altered water mains that are included in this project and that will be constructed of asbestos -cement or polyvinyl chloride pipe will be pressure and leakage tested in accordance with AW WA Standard C603 or C605, respectively, as incorporated into Rule 62-555.330, F.A.C., and all other new or altered water mains included in this project will be pressure and leakage tested in accordance with AW WA Standard C600 as incorporated into Rule 62-555330. [FAC 62-555320(21)(b)1 and AW WA standards as incorporated into FAC 62-5553301 u. New or altered water mains, including fire hydrant leads and including service lines that will be under the control of a public water system and that have an inside diameter of three inches or greater, will be disinfected and bacteriologically evaluated in accordance with Rule 62-555.340, F.A.C. [FAC 62-555320(21)(6)2 and FAC 62- ,,, rt 555340] v. New or altered water mains that are included in this project and that will be installed in areas where there are known aggressive soil conditions will be protected through use of corrosion -resistant water main materials, through encasement of the water mains in polyethylene, or through provision of cathodic protection. [FAC 62- 555320(21)(b) and RSWW 8.5.7.d] DEP F&M s2-Wsscer Page 4 8h%* a August 28.20M NOTICE OF INTENT TO USE THE GENERAL PERMIT FOR CONSTRUCTION OF WATER MAIN EXTENSIONS FOR PWSs kfA w. New or relocated, underground water mains included in this project will be laid to provide a horizontal distance of at least three feet between the outside of the water main and the outside of my existing or proposed vacuum- type sanitary sewer, storm sewer, stormwater force main, or pipeline conveying reclaimed water regulated under Part III of Chapter 62-610, F.A.C.; a horizontal distance of at least six feet between the outside of the water main and the outside of any existing or proposed gravity -type sanitary sewer (or a horizontal distance of at least three feet between the outside of the water main and the outside of any existing or proposed gravity - type sanitary sewer if the bottom of the, water main will be laid at least six inches above the top of the sewer); a horizontal distance of at least six feet between the outside of the water main and the outside of any existing or proposed pressure-type sanitary sewer, wastewater force main, or pipeline conveying reclaimed water not regulated under Part III of Chapter 62-610, F.A.C.; and a horizontal distance of at least ten feet between the outside of the water main and all parts of any existing or proposed "on-site sewage treatment and disposal system." [FAC 62-555.314(1); exceptions allowed under FAC 62-555.314(5)] x. New or relocated, underground water mains that are included in this project and that will cross any existing or proposed gravity- or vacuum -type sanitary sewer or storm sewer will be laid so the outside of the water main is at least six inches above the other pipeline or at least 12 inches below the other pipeline; and new or relocated, underground water mains that are included in this project and that will cross any existing or proposed pressure- type sanitary sewer, wastewater or stormwater force main, or pipeline conveying reclaimed water will be laid so the outside of the water main is at least 12 inches above or below the other pipeline. [FAC 62-555314(2); exceptions allowed under FAC 62-555314(5)] y. At the utility crossings described in Part H.C. Lw above, one full length of water main pipe will be centered above or below the other pipeline so the water main joints will be as far as possible from the other pipeline or the pipes will be arranged so that all water main joints are at least three feet from all joints in vacuum -type sanitary sewers, storm sewers, stormwater force mains, or pipelines conveying reclaimed water regulated under Part III of Chapter 62-610, F.A.C., and at least six feet from all joints in gravity- or pressure-type sanitary sewers, wastewater force mains, or pipelines conveying reclaimed water not regulated under Part III of Chapter o 62-610, F.A.C. [FAC 62-555314(2); exceptions allowed under FAC 62-555314(5)] J� z. New or altered water mains that are included in this project and that will cross above surface water will be adequately supported and anchored, protected from damage and freezing, and accessible for repair or replacement. [FAC 62-555.320(21)(b) and RSWW 8.7. 11 x aa. New or altered water mains that are included in this project and that will cross under surface water will have a minimum Cover of two feet. [FAC 62-555320(21)(b) and RSWW 8.721 _ bb. New or altered water mains that are included in this project and that will cross under surface water courses greater than 15 feet in width will have flexible or restrained, watertight pipe joints and will include valves at both ends of the water crossing so the underwater main can be isolated for testing and repair, the aforementioned isolation valves will be easily accessible and will not be subject to flooding; the isolation valve closest to the water supply source will be in a manhole; and permanent taps will be provided on each side of the isolation valve within the manhole to allow for insertion of a small meter to determine leakage from the underwater main and to allow for sampling of water from the underwater main. [FAC 62-555320(21)(b) and RSWW 8. CC. This � project is being designed to include proper backflow protection at those new or altered service connections where backflow protection is required or recommended under Rule 62-555360, F.A.C., or in Recommended Practice for Backflow Prevention and Cross -Connection Control, AWWA Manual M14, as incorporated into Rule 62-555.330, F.A.C.; or the public water system that will own this project after it is placed into operation has a cross -connection control program requiring water customers to install proper backflow protection at those service connections where backflow protection is required or recommended under Rule 62-555.360, F.A.C., or in AW WA Manual M14. [FAC 62-555360 and AW WA Manual M14 as incorporated into _[�.� !-'-.� FAC 62-555.330] dd. Neither steam condensate, cooling water from engine jackets, nor water used in conjunction with heat exchangers will be returned to the new or altered water mains included in this project. [FAC 62-555320(21)(b) and RSWW 8.82] DEP Form 62-5,s soomatt� Page 5 t7WJw August 28, MW f NOTICE OF INTENT TO USE THE GENERAL PERMIT FOR CONSTRUCTION OF WATER MAIN EXTENSIONS FOR PWSs 2. Explanation for Requirements Marked "NA" in part II.C.1 Above, Including Justification, Documentation, Assurances, and/or Alternatives as Required by Rule for Exceptions to Requirements in Part II.C.1: as - water mains will not cross under surface waters bb - water main s will not cross under surface waters z - no sun I completed Part II of this notice, and the information provided in Part II and on the attachme*s) to Part II is true and accurate to the best of my knowledge and belie[ Signature, Seal, and Date of Professional Engineer (PE) or Signature and Date of Other Person in Responsible Charge of Designing Project:* .a 70M MARM0,4 t � Pr,11 kw vel -3 Printed/Typed Name: Athanasios Tom Marinos License Number of PE or License Number or Title of Other Person in Responsible Charge of Designing Project:* 51562 Portion of Preliminary Design Report for Which Responsible: 140% Signature, Seal, and Date �Of Professional Engineer (PE) or Signature and Date of Other Person in Responsible Charge of Designing Project:* i i I i i Primo Name: License Number of PE or License Number or Title of Other Person in Responsible Chitrge of Designing Project:* Portion of Preliminary Design Report for Which Responsible: * Except as noted in paragraphs 62-555.520(3)(a) and (b), F.A. C., projects shall be designed under the responsible charge of one or more PEs licensed in Florida. If this project is being designed under the responsible charge of one or more PEs licensed in Florida, Part II of this notice shall be completed signed, sealed and dated by the PE(s) in responsible charge. If this project is not being designed under the responsible charge of one or more PEs licensed in Florida, Pot II shall be completed signed and dated by the persons) in responsible charge of designing this project. DEP Fmm 62s55.SMM Page 13 28, MM ' OF WnNT TO USE THE GENERAL RER�Ii' FOR CONSTRUCTION OF WATER MAIN EXTENSIONS FOR PWSs 165 catsoh >iy � a , ttstr I ft.dt aUtbor'2d to sign this notice on behalf of the, owl�ge add Belief; this permittee identified in Part I.F of this notice. I cxrlify that, to the best of Project complies with Chapter 62-555, F.A.C. I also yO and that, to file best of my knowledge and bell �Y that construction of this. project has not � �€�t!tter � � et; this pro does � include any of the following construction work: nstrucu"'df mVing raw or P $11y treated drinking water t drinking water fitment, pumping, or storage fmhties or conflict manholes; ' ter,mains in areas contarainaied by low-tnolecular-�+ei * construction ofm u terconnection Pres or organic solvents; >n previously separate lie fie a Pub water nc� � systems or construesion Abe under subsection 62-555.525(l),1+.A.C.; or of water mains that • Onsftn tion of wetter mains that will remain dry fano wing (A �c'W�ion permit is required for each complan the construction. PT°1t invohnng any of the above listed construction work. } I undt�d �t' if tWs project is designed under the responsible charge Florida, the Permittee utast retain a Florida -licensed PE to take of one or �e professional engineers (PEs) licensed in the pdt�e of determining in general ifihe construction m��le charge of inspecting construction of this project for Profeta oft ctioo.. Prods in compliance with the D o m Pmt, including the approved Weliminary design roeport, for this apartment of Environmental �i ate retard drawings prepared for this Project- I understand that the permittee cn' cpttrpl on to the Department and obtain written approval, also Viand that the permittee must submit a certification of 01A, -�F project lgto oration for °Y d _ � the int before the �rmitiee a� urpose other than disinfection or testing for leaks. ''tel S' Victoria Keisch �yy Date r t Printed or Tvmd Name B+ 'Citi fon by PWS Supplying Water to ProJ'ea B if Y. I amdtty authorized to sign this notice on behalf of the PWS identified in Part LG of this notice. Ice ►PPtI mater nary to meet the design water demands for this rti that said PWS will -9�h llfjWA will be connected has(have) thea. P 1� � indicated below, the water treatment plants) to certify tbet ail other P�S'��Ponents � this capacity nt3' to meet the design water demands for this project. and l Pt tlttpiixecd 69 project also have the capacity necessary to meet fire design water demands W -that said PWS is in compliance with applicable planning rerluirements in Rule 62 -es 'n 8, FAC.; aPPtrt ih: `� "csntt al require in Rule 62-555.360, F.A.C.; and to the best of my knowledge and belief all Pthter applicable rtr%s in Chapters 62-550, 62-555 and 62-699 F.A.C.' furthermore I tinct t�elie d PW$'s conr�tion to this project Will certify , to the best of my knowledge FAC. 1 akar � cause said PWS to be in noncompliance with Chapter 62.550 or 62-555. 'that 8rtid PWS has reviewed the preliminary design report for t� pmj� and that said PWS considers the co�n(s) between this project and said PWS able as designed. Name(s) of Water 7Yeatment Plant(s) to Which this Project Will Be Connectede� t� 1. L�t���aN^ W .'T. P . * Permil l Mavixnurn play operating Capacity of Plant(s), Day Flow at Plarrt(s) as Recorded on Monthly Operatic g Reports During Past 12 Months, god: 17�� ' Printed or Tvced Nanta C, " I'WS that Will Own Project After It Is Placed into Permanent Operation Tide I`aM 14 -authorized to sign this notice on behalf of the PWS identified in Part I.H of this notice. I certify that said PWS vF i cern tMsproj it ' Flag intotmanent repctrd.fot t ' j that said WS considers project accept that said table as gnPWS has dewed the preliminan designll ed 5i Date L dl l S �, J (•Q 7 Printed or Tuned Name I t. i}N U ► �'UI UN'��v��4►+JS�� Title ��:� Page e NOTICE OF INTENT TO USE THE GENERAL PERMIT FOR CONSTRUCTION OF WATER MAIN EXTENSIONS FOR PWSs ect Name: 9165 Park Drive Permittee: Devinella Llc ' D_ Certifigrion by Professional EnPW:r(S) in Responsible Charge of Designing Project* I, the undersigned professional engineer licensed in Florida, am in responsible charge of d gning this projea I certify that, to the best of my knowledge and. belies; the design of this project complies with Chapter 62-5 5, F.A.C. I also certify that, to the best of my knowledge and belief; this project is not being designed to include any of the following construction work: • construction of water mains conveying raw or partially treated drinking water; • construction of drinking water treatment, pumping, or storage facilities or conflict mm iholes; • construction of water mains in areas contaminated by low -molecular weight petroleum products or organic solvents; • construction of an interconnection between previously separate public water systems or construction of water mains that create a "new system" as described under subsection 62-555.525(1), F.A.C.; or • construction of water mains that will remain dry following completion of construction.; (Aspecific construction permit is for each project involving arry of the above listed construction work.) Signature, Seal, and Date: MU unhosr Printedll' Name: Athanasios Tom Marinos License Number: 51562 Portion of Preliminary Design Report for Which Responsible: 100•/0 Signature, Seal, and Date: i Printedrryped i i i Name: License Number- Portion umberPortion of Preliminary Design Report for Which Responsible: Except as noted in paragraphs 62-555.520(3)(a) and (b), F.A. C, projects shall be dmigned under the responsible charge of one or more professional engineers (PEs) licensed in Florida. If this project is being designed under the responsible charge of one or more PEs licensed in Florida, Part IIID of this notice shall be completed by thE(s) in responsible charge. If this project is not being designed under the responsible charge of one or more PEs licensed in Florida, Part IIID does not have to be completed DEP Fwm 62s5sgom Page 0fbcbwALqust2B,2003 312050-095 -OSSP NOTICE OF INTENT TO USE THE GENERAL PERMIT WATER MAIN EXTENSIONS FOR : This notice shall be completed and submitted by persons proposing to cons "Umerat Permit for Construction of Nater Main Extensions for Public Water Systems" in Rul DAYS BEFORE BEGINNING CONSTRUCTION OF A WATER MAIN EXTENSION PRO of this notice to the appropriate Department of Environmental Protection District Office or Al (ACED) along with payment of the proper permit processing fee. (When completed, Part II o design report for a water main extension project, and thus, it is unnecessary to submit a separ, drawings, specifications, and design data with this notice.) All information provided in this n The permit processing fee for projects requiring the services of a professional engineer during processing fee for projects not requiring the services of a professional engineer during design i processing fees shall be made payable to the Department of Environmental Protection or the a SEPARATE NOTIFICATION AND A SEPARATE PERMIT PROCESSING FEE ARE REQ CONTIGUOUS PROJECT.t Except as noted in paragraphs 62-555.520(3) (a) and (b), F.A. C, projects shall be designed or more professional engineers licensed in Florida. t Non-contiguous projects are projects that are neither interconnected nor located nearby on adjacent streets, or in the same neighborhood). A. Name of Project: OW 2013 01 CONSTRUCTION OF uct projects permitted under the 62-555.405, F.A.C. AT LEAST 30 ?CT, complete and submit one copy proved County Health Department this notice serves as the preliminary e preliminary design report or. lice shall be typed or printed in ink lesign is $250, and the permit $100:' Checks for permit gopriate ACRD. NOTE THAT A HIED FOR EACH NON - the responsible charge of one another (i.e., on the same site, on B. Description of Project and Its Purpose: PROPOSED 12 INCH DIAMETER DIP WATER NtAIN EXTENSIONS ALONG NE 92"ID STREET WESTERLY TO PARK DRIVE SOUTH TO SOUTHERN CORNER OF ftOPERTY INTERCONNECTED 2 -INCH WATER C. Location of Project. 1. County Where Project Located._ 2. Description of Project Location. D. Estimate of Cost to Construct Project: $110,950.00 E. Estimate of Dates for Starting and Completing Construction F. Permittee Miami Dade County PWS/Co Name: Devinella Llc I PWS Identification No.:* PWS :* El Co Non -Transient Non-Communi ❑ Transient 1, on -Community ❑ Consecutive Contact Person: Victoria Keisch Contact Person'sFide: Contact Person's Mailing Address: 6644 Windsor Lane City. Miami State: F1 Code: 33141 Contact Leg n' el hone Number. 305-785-8990 Conta Mail Address: mke' cuncerhealthcare.net Contact Person's ax Number: DEP r -nm 62-565MOm Augua2%MW required only if the permittee is a public water system (PWS). (PIVS) Sutmlvina Water to Proiect U Non Transient Non -Comm G. 3071 Sw 38 Avenue a: 7862685321 Page 1 Person's Fax Number. 7862685141 -r NOTICE OF INTENT TO USE THE GENERAL PERMIT FOR CONSTOCTION OF WATER MAIN EXTENSIONS FOR PWSs H. Public Water Svstem (PWS) that Will Own Pmmct After It Is. Placed inn Permanent PWS Name: I PW Identification No.:* PWS T •* El Community Non-Transient Transient I lon-ComimmityConsecutive .Non-Community PWS Owner: Mdwasd City. Pembroke Pines Contact Person: Luis figueredo P.E. Contact Perso 's Title: Plans Review Supervisor Contact Person's Mailing Address: 3071 Sw 38 Avenue E -Mail Address(es) of Designer(s): TMARINOS@MTSENGR4EERING.COM Ci : Miami State: Fl Zi Code: 33146 Contact Person's Telephone Number. 7862685321 1 Contact Perso 's Fax Number. 7862685141 Contact Person's E -Mail Address: * This information is required only if the owner/operator is an existing PWS. L Professional EnRineer(s) or Other Person(s) in Resoonsiible Charge of Designing Proiect* Company Name: Mts Engineering Designer(s): Athanasios Tom Marinos Title(s) of Desi gner(s): Pe Qualifications of Designer(s): ® Professional Engineer(s) Licensed in Florida — License Number(s): 51562 ❑ Public Officer(s) Employed by State, County, Municipal, or Other Governmental Unit f Statet ❑ Plumbing Contractor(s) Licensed in Florida — License Number(s):- M"ing Address of Desi s : 18331 Pines PIvA #307 City. Pembroke Pines State: F1 Zip Cade: 33029 Telephone Number of Desi s : 9544373111 1 Fax Number o Desi er s : 9544373137 E -Mail Address(es) of Designer(s): TMARINOS@MTSENGR4EERING.COM Except as noted in paragraphs 62-555.520(3)(a) and (b), F.A.C., projects shall be desi ed under the responsible charge of one or more professional engineers licensed in Florida. Attach a detailed construction cost estimate showing that the cost to construct this projeg t is $10, 000 or less. Attach documentation showing that this project will be installed by the plumbing contr tor(s) designing this project, documentation showing that this project involves a public water system serving a single roperty and fewer than 250 fixture units, and a detailed construction cost estimate showing that the cost to construct this pr ject is $50, 000 or less. A. Service Area, Water Use, and Service Pressure Information 1. Design Type and Number of Service Connections, and Average Daily Water Demands in the Entire Area to Be Served by the Water Mains Being Constructed Under this Pro or a. Description of Commercial, Institutional, or Industrial Facilities and Explanation Daily Water Demand for These Facilities: 7329 sq. ft of physicians office b. Explanation of Peaking Factor(s) or Method(s) Used to Estimate Maximum, -Day 08� r-wm 62-W5.9Wm Paget 2% Maximum -Day Water Demands, Used to Estimate Average Demand: PEAK FACTOR OF 3 NOTICE OF INTENT TO USE THE GENERAL PERMIT FOR CONSTRUCTION OF WATER MAIN EXTENSIONS FOR PWSS 2. Explanation of Peaking Factor(s) or Methods) Used to Estimate Design Peak Hour Water Demand and, for Small Systems that Use Hydropneumatic Tanks or that Are Not Designed to Provide Fire Protection, Peak Instantaneous Demand: 3. Design Fire -Flow Rate and Duration: 0 0 t% Pit) 0 S 1. a 1 o H"l. 25P 4. Design Service Pressure Range: ® 5 l Water Water B. Project Site Information 1. ATTACH A SITE PLAN OR SKETCH SHOWING THE SIZE AND APPROXIMATE LOCATION OF NEW OR ALTERED WATER MAINS, SHOWING THE APPROXIMATE LOCATION OF HYDRANTS, VALVES, METERS, AND BLOW- OFFS LOWOFFS IN SAID MAINS, AND SHOWING HOW SAID MAINS CONNECT TO THE PUBLIC WATER SYSTEM SUPPLYING WATER FOR THE PROJECT. 2. Description of Any Areas Where New or Altered Water Mains Will Cross Above or Under Surface Water or Be Located in Soil that Is Known to Be Aggressive: DEP Forth 62-556 WWWWnate Page 3 BBedive August 28 2Qd3 C. Information About Compliance with Design and Construction Requirements 1. If this project is being designed to comply with the following requirements, initial in ink before the requirements. If any of the following requirements do not apply to this project or if this project includes exceptions to any of the following requirements as allowed by rule, mark "" before the requirements and complete Part II.C.2 below. RSWW = Recommended Standards for Water Works as incorporated into Rule 62-555.330, F.A.C. Arm a. This project is being designed to keep existing water mains and service lines in operation during construction or to minimize interruption of water service during construction. [RSWW 13.a; exceptions allowed under FAC 62- w b. 555330] All pipe, Pipe fittings, Pipe Joint packing and jointing materials, valves, fire hydrants, and meters installed under this project will conform to applicable American Water Works Association (AW WA) standards. [FAC 62-555320(21)(b), RSWW 8.0, and AW WA standards as incorporated into FAC 62-555330; exceptions allowed under FAC 62- ^ A^ wit n ` c. 555320(21)(c)] All public water system components, excluding fire hydrants, that will be installed under this project and that will come into contact with drinking water will conform to NSF International Standard 61 as adopted in Rule 62-555.335, F.A.C., or other applicable standards, regulations, or requirements referenced in paragraph 62- 555.320(3)(b), F.A.C. [FAC 62-555320(3)(b); exceptions allowed under FAC 62-555320(3)(d)] tit 1 1 d. All pipe and pipe fittings installed under this project will contain no more than 8.0•/o lead, and any solder or flux used in this project will contain no more than 02% lead. [FAC 62-5553221 All fittings installed this be color coded or marked in accordance with e. pipe and pipe under project will subparagraph 62-555.320(21)(b)3, F.A.C., using blue as a predominant color. (Underground plastic pipe will be solid -wall blue pipe, will have a co -extruded blue external skin, or will be white or black pipe with blue stripes incorporated into, or applied to, the pipe wall; and underground metal or concrete pipe will have blue stripes applied to the pipe wall. Pipe striped during manufacturing of the pipe will have continuous stripes that run parallel to the axis of the pipe, that are located at no greater than 90 -degree intervals around the pipe, and that will remain intact during and after installation of the pipe. If tape or paint is used to stripe pipe during installation of the pipe, the tape or paint will be applied in a continuous line that runs parallel to the axis of the pipe and that is located along the top of the pipe; for pipe with an internal diameter of 24 inches or greater, tape or paint will be applied in continuous lines along each side of the pipe as well as along the top of the pipe. Aboveground pipe will be painted blue or will be color coded or marked like underground pipe.) [FAC 62- £ 555320(21)(b)31 All new or altered water mains included in this project are sized atter a hydraulic analysis based on flow demands and pressure requirements. ATTACH A HYDRAULIC ANALYSIS JUSTIFYING THE SIZE OF ANY NEW OR ALTERED WATER MAINS WITH AN INSIDE DIAMETER OF LESS THAN THREE INCHES. [FAC 62-555.320(21)(b) and RSWW 8.1] DEP Forth 62-556 WWWWnate Page 3 BBedive August 28 2Qd3 NOTICE OF INTENT TO USE THE GENERAL PERMIT FOR CONSTRUCTION OF WATER MAIN EXTENSIONS FOR g. The inside diameter of new or altered water mains that are included in this project and that are being designed to provide fire protection and serve fire hydrants will beat least six inches. [FAC 62-555320(21)(b) and RSWW 8.12] IL New or altered water mains that are included in this project and that are not being designed to carry fire flows do not have fire hydrants connected to them. [FAC 62-555320(21)(b) and RSWW 8.1.5] I-II i. This project is being designed to minimize dead-end water mains by making appropriate tie-ins where practical. [FAC 62-555320(21)(b) and RSWW 8.1.6.a] j. New or altered dead-end water mains included in this project will be provided with a fire or flushing hydrant or blow -off for flushing purposes. [FAC 62-555.320(21)(b) and RSWW 8.1.6.b] k. Sufficient valves will be provided on new or altered water mains included in this project so that inconvenience and sanitary hazards will be minimized during repairs. [FAC 62-555320(21)(b) and RSWW 82] 1. New or altered fire hydrant leads included in this project will have an inside diameter of at least six inches and will include an auxiliary valve. [FAC 62-555320(21)(b) and RSWW 83.3] m. All fire hydrants that will be installed under this project and that will have unplugged, underground drains will be located at least three feet from any existing or proposed storm sewer, stormwater force main, pipeline conveying reclaimed water regulated under Part III of Chapter 62-610, F.A.C., or vacuum -type sanitary sewer, at least six feet from any existing or proposed gravity- or pressure --type sanitary sewer, wastewater force main, or pipeline conveying reclaimed water not regulated under Part III of Chapter 62-10, F.A.C.; and at least ten p� feet from any existing or proposed "on-site sewage treatment and disposal system." [FAC 62-555314(4)] x1 lir 1 n. At high points where air can accumulate in new or altered water mains included in this project, provisions will be made to remove the air by means of air relief valves, and automatic air relief valves will not be used in situations where flooding of the valve manhole or chamber may occur. [FAC 62-555320(21)(6) and RSWW 8.4.1] o. The open end of the air relief pipe from all automatic air relief valves installed under this project will be extended to at least one foot above grade and will be provided with a screened, downward facing elbow. [FAC 62-555320(21)(b) and RSWW 8.42] p. New or altered chambers, pits, or manholes that contain valves, blow -offs, meters, or other such water distribution system appurtenances and that are included in this project will not be connected directly to any sanitary or storm sewer, and blow -offs or air relief valves installed under this project will not be connected directly to any sanitary or storm sewer. [FAC 62-555320(21)(6) and RSWW 8.43] q. New or altered water mains included in this project will be installed in accordance with applicable AWWA standards or in accordance with manufacturers' recommended procedures. [FAC 62-555320(21)(bI RSWW 8.5.1, and ��� AWWA standards as incorporated into FAC 62-555.330] r. A continuous and uniform bedding will be provided in trenches for underground pipe installed under this project; backfill material will be tamped in layers around underground pipe installed under this project and to a sufficient height above the pipe to adequately support and protect the pipe; and unsuitably sized stones (as described in applicable AWWA standards or manufacturers' recommended installation procedures) found in trenches will be removed for a depth of at least six inches below the bottom of underground pipe installed w �n under this project. [FAC 62-555320(21)(b), RSWW 8.52] s. All water main tees, bends, plugs, and hydrants installed under this project will be provided with thrust blocks or restrained joints to prevent movement. [FAC 62-555320(21)(b) and RSWW 8.5.4] t. New or altered water mains that are included in this project and that will be constructed of asbestos -cement or polyvinyl chloride pipe will be pressure and leakage tested in accordance with AWWA Standard C603 or C605, respectively, as incorporated into Rule 62-555.330, F.A.C., and all other new or altered water mains included in this project will be pressure and leakage tested in accordance with AWWA Standard C600 as incorporated into Rule 62-555.330. [FAC 62-555320(21)(b)1 and AWWA standards as inwrporated into FAC 62-5553301 u. New or altered water mains, including fire hydrant leads and including service lines that will be under the control of a public water system and that have an inside diameter of three inches or greater, will be disinfected and bacteriologically evaluated in accordance with Rule 62-555.340, F.A.C. [FAC 62-555320(21)(b)2 and FAC 62- 555.340] v. New or altered water mains that are included in this project and that will be installed in areas where there are known aggressive soil conditions will be protected through use of corrosion -resistant water main materials, through encasement of the water mains in polyethylene, or through provision of cathodic protection. [FAC 62- 555.320(21)(b) and RSWW 8.5.7.d] DEP Forth 62-5s5.9WVyAu Page 4 Efiectim august 2a, 2= NOTICE OF INTENT TO USE THE GENERAL PERMIT FOR CONSTRUCTION OF WATER MAIN EXTENSIONS FOR PWSs _ I Project Name: `'1 Ib% Ir1""L n2►ve, I Permittee: I3t;UTt4t�4GH LLL - kVA w. New or relocated, underground water mains included in this project will be laid to provide a horizontal distance of at least three feet between the outside of the water main and the outside of any existing or proposed vacuum - type sanitary sewer, storm sewer, stormwater force main, or pipeline conveying reclaimed water regulated under Part III of Chapter 62-610, F.A.C.; a horizontal distance of at least six feet between the outside of the water main and the outside of any existing or proposed gravity -type sanitary sewer (or a horizontal distance of at least three feet between the outside of the water main and the outside of any existing or proposed gravity - type sanitary sewer if the bottom of the water main will be laid at least six inches above the top of the sewer); a horizontal distance of at least six feet between the outside of the water main and the outside of any existing or proposed pressure-type sanitary sewer, wastewater force main, or pipeline conveying reclaimed water not regulated under Part III of Chapter 62-610, F.A.C.; and a horizontal distance of at least ten feet between the outside of the water main and all parts of any existing or proposed "on-site sewage treatment and disposal system." [FAC 62-555.314(1); exceptions allowed under FAC 62-555314(5)1 x. New or relocated, underground water mains that are included in this project and that will cross any existing or proposed gravity- or vacuum -type sanitary sewer or storm sewer will be laid so the outside of the water main is at least six inches above the other pipeline or at least 12 inches below the other pipeline; and new or relocated, underground water mains that are included in this project and that will cross any existing or proposed pressure- type sanitary sewer, wastewater or stormwater force main, or pipeline conveying reclaimed water will be laid so the outside of the water main is at least 12 inches above or below the other pipeline. [FAC 62-555314(2); n exceptions allowed under FAC 62-555314(5)] y. At the utility crossings described in Part II.C.l .w above, one full length of water main pipe will be centered above or below the other pipeline so the water main joints will be as far as possible from the other pipeline or the pipes will be arranged so that all water main joints are at least three feet from alljoints in vacuum -type sanitary sewers, storm sewers, stormwater force mains, or pipelines conveying reclaimed water regulated under Part III of Chapter 62-610, F.A.C., and at least six feet from alljoints in gravity- or pressure-type sanitary sewers, wastewater force mains, or pipelines conveying reclaimed water not regulated under Part III of Chapter o 62-610, F.A.C. [FAC 62-555314(2); exceptions allowed under FAC 62-555314(5)] J( z. New or altered water mains that are included in this project and that will cross above surface water will be adequately supported and anchored, protected from damage and freezing, and accessible for repair or Xreplacement. [FAC 62-555320(21)(b) and RSWW 8.7.1] aa. New or altered water mains that are included in this project and that will cross under surface water will have a minimum cover of two feet. [FAC 62-555.320(21)(b) and RSWW 8.72] _ bb. New or altered water mains that are included in this project and that will cross under surface water courses greater than 15 feet in width will have flexible or restrained, watertight pipe joints and will include valves at both ends of the water crossing so the underwater main can be isolated for testing and repair, the aforementioned isolation valves will be easily accessible and will not be subject to flooding; the isolation valve closest to the water supply source will be in a manhole; and permanent taps will be provided on each side of the isolation valve within the manhole to allow for insertion of a small meter to determine leakage from the underwater main and to allow for sampling of water from the underwater main. [FAC 62-555320(21)(b) and RSWW 8.72] � cc. This project is being designed to include proper backflow protection at those new or altered service connections where backflow protection is required or recommended under Rule 62-555.360, F.A.C., or in Recommended Practice for Backflow Prevention and Cross -Connection Control, AW WA Manual M14, as incorporated into Rule 62-555.330, F.A.C.; or the public water system that will own this project after it is placed into operation has a cross -connection control program requiring water customers to install proper backflow protection at those service connections where backflow protection is required or recommended under Rule 62-555.360, F.A.C., or in AW WA Manual M14. [FAC 62-555360 and AW WA Manual M14 as incorporated into FAC 62-555.330] dd. Neither steam condensate, cooling water from engine jackets, nor water used in conjunction with heat exchangers will be returned to the new or altered water mains included in this project. [FAC 62-555320(21)(b) and RSbYW 8.8.2] DEP Form 82-555.900(7)AItsmtrOtO Page 5 Efledtve August 28, 2003 NOTICE OF INTENT TO USE THE GENERAL PERMIT FOR CONSTRUCTION OF WATER MAIN EXTENSIONS FOR PWSs ! 2. Explanation for Requirements Marked "NA" in Part II.C.1 Above, Including Justification, Documentation, Assurances, and/or Alternatives as Required by Rule for Exceptions to Requirements in Part II.C.1: as - water mains will not cross under surface waters bb - water mains will not cross under surface waters z - no ce_water crossinu as mart of this nroiect I completed Part II of this notice, and the information provided in Part II and on the attachment(s) to Part II is true and accurate to the best of my knowledge and belief. Signature, Seal, and Date of Professional Engineer (PE) or Signature and Date of Other Person in Responsible Charge of Designing Project:* ,-1 % r Trim mans -� w Printed/Typed Name: Athanasios Tom Marinos License Number of PE or License Number or Title of Other Person in Responsible Charge of Designing Project:* 51562 Portion of Preliminary Design Report for Which Responsible: 1(0% Signature, Seal, and Dateof Professional Engineer (PE) or Signature and Date of Other Person in Responsible Charge of Designing Project:* j I Printed/Typed Name: License Number of PE or License Number or Title of Other Person in Responsible a of Designing Project:* Portion of Preliminary Design Report for Which Responsible: i * Except as noted in paragraphs 62-555.520(3)(a) and (b). F.A.C., projects shall be designed ander the responsible charge of one or more PEs licensed in Florida. If this project is being designed under the responsible chdrge of one or more PEs licensed in Florida, Part 11 of this notice shall be completed signed sealed, and dated by the PE(s) in responsible charge. If this project is not being designed under the responsible charge of one or more PEs licensed in Florida, Pot II shall be completed, signed and dated by the person(s) in responsible charge of designing this project j DEP For, 62-565 900M Page etgmwe august 28, 2om A. � , F INTENT TO USE THE GENERAL PERMIT FOR com-gTj21 a'it' alga thfs notice oa behalf of the rmittc�; identifted in Part I.F of this notice. I certify that, to the ,est of rcty`�uoa ledge olid � � pmja�t complies with ChapCer 62 -SSS, F.A C. I also ce j°el wad ih t„ to the best of my kno>vledge and relief, this project does �= that construction of this p rL,je� na not CiJdStitit�lEln of �1"dter r}481ns � no"Itclude any of the following constrtictim, oi_k: '00 nstn z tt of nueying raw' or partially treated driWdng writer; defter ru water a eafinent I tiling, or storage vacuities or conflict manholes; * �dAsknuctiori of water mains in areas crontamirrated b low -mo tmaS tt onat nrte�ion y iceular-weight.petroleauEn products or organic sots c ut , a " "em" as ed under l +may separate public water systems or construction of eater nkr ins t1 <tt subsection 62-555.525(1), F.AC.; or • mon of water mains tont will remainfall CA �c'c�nststtction permit is � owing impletion of construction. I� far each projcet involving any of the above listed co lunge d,that, iftltis nstruction work.) project is designed under the tensible change of one or more professional engineers (PEs) i �Lcr, in the rrWtr Must retain a Florida -licensed PE to take ofdetertrtiniag rn general lythe construction reWnsdrle charge ofrnspectrng construction of this lln ; .'.;r I tt~ctiQra �oh,per ntit, generalif the proceeds in compliance with the Deparnauent of Emvironme tad including approved preliminary design nitote lord: irawings.ptep for this project I also project. I understand that trite permittee Oe ori voatplon the I�epartnrent and obtain written permittee must submit a cell rt i Gc , t :,)n of l pm.. into operation far an = approval, or clearantx, from the t _ 3 Purpose other than disinfection or testing for leaks. mem Marc the dacrtrut tc 36 I L `Victoria Keisch � J�ILS LLc — Printed or Tvoed Name Ttue }. )3" Putificatbrity PWS SWplyrng Waster to Project to sign ft notice on behalf of the PWS fdentifiied in Part LG of this notice. I eirpp�tte� nt�to meet -the design waterdemands for this r ' cenify that solei r ,� S ,,i;! aitch figs fyrojtI13 connected P a3 As indicati below=, the water treatment p9ant(s) to has(have) the capacity necessary to meat the gest "that ck!g cponeats affected this design water demands for this projecl, and I '.' by project also have the n � tOtttifythat said PWS cw arty necessary to meet the design water �I Ma applic=able is in rWiance with applicable planning regtriremertts in Rule 62-555.348, 1:.,,, C., "conne�ian control r0quiminents in Rule 62-555.360, F.A.C.; and to the best of my knowledge and Mid', all tI?pkie rtrles in Chapters 62-550 62-555 iIioda SS's xnneetion to this ' ,and 62-699, F.A.C.; fiaihermore, I project will not cause said PWS to be in.nfl certify to the rest of IDN' I;n awicdc F.AC. lot also c+ertli3, that said PWS has reviewed the preliminary noncompliance with Chapter E32-5 s�i <.,r 6 ti connection(Obetw�een this project and said PWS acceptabledeign ren this Pmject and that said PWS considicrs tl7c as dcsignad„ 4 Name(s)of Woer Treatment Plant(s) to Which this Project Will Be Connceted: L tOnJ l�•% -P C. # Total P Ma rcum Day'ratin . Tttta2 ft Ca pacitr' of Plant(s), * 22 i Day ow at P1aWS) as Recorded on Monthly Operating Reports er�t -- Gb N /1G�I�;AI Printed or Tvrsed Name Title — r — -, )y) -r i-RIJSi� that Will Owu Project After It Is Placed into Perniarient Opera, to PWS identified in Part I.H of this notice. I certify that said rtion. I also certify that said PWS has reviewed the preliminar. d; : s project acceptable as deslgm& ttev.i�n,�sS�sm� 1'' ✓FI?�5i ®A F Iii Ant;&tri SOW 0Nl -7 .Si1 V6?VWX Punted or Tvaed Name True Page -F NOTICE OF INTENT TO USE THE GENERAL PERMIT FOR CONSTRUCTION OF WATER MAIN EXTENSIONS FOR PWSs i D. Certification by Professional Engineers) in Responsible Charge of Designing Project* L the undersigned professional engineer licensed in. Florida, am the best of my knowledge and belief; the design of this project co best of my knowledge and belies; this project is not being designed • construction of water mains conveying raw or partially tteate, • construction of drinking water treatment, pumping; or storag, • construction of water main in areas contaminated by • construction of an interconnection between previously separate create a "new system" as described under subsection 62-555. • construction of water main that will remain dry following specific construction permit is required for each project Signature, Seal, and Date: TOM MARINOS awt STRUCTUPA Q Print Name: Name: Athanasios Tom Marinos License Number. 51562 Portion of Preliminary Design Report for Which Responsible: 100% 525(1), vinany ri responsible charge of deigning this project. I certify that, to nplies with Chapter 62-55 5, F.A.C. I also certify that, to the to include any of the fb4owing construction work: drinking water, facilities or conflict manholes;decular-weight petroleum] products or organic solvents; public water systems of construction of water mains that FAC.; or i mpletion of construction.�i of the above BM4 construction work.) Signature, Seat and Date: 0: Printed/Typed Name: License Number. Portion of Preliminary "gri. Report for Which Responsible: I Except as noted in paragraphs 62-555-520(3)(a) and (b), FA. C, projects shall be designed under the responsible charge of one or more professional engineers (PEs) licensed in Florida. If thisproject is being de*ned under the responsible charge of one or more PEs licensed in Florida, Part IIID of this notice shall be completed by the PE(s) in responsible charge. If this project is —not being designed under the responsible charge of one or more PEs licensed in Florida Part III D does not have to be completed M33 Rxm 62-5W.MCM Page$ 0WAeAugud28,20M PIPELINE PIGGING PRODUCTS INDUSTRY EXPERIENCE, RESEARCH, KNOW HOW Pipeline Pigging Products is a manufacturer of internal pipeline cleaners referred to in the trade as "Poly Pigs." >. Constructed of flexible open cell polyurethane foam and various external wrappings, Poly Pigs have the ability to negotiate short radius bends, ells, tees, multi -dimensional piping and reduced port valves. The slightly oversized Poly Pig forms a "sliding seal" in the pipe, and is designed to remove product buildup, foreign matter and loose sediment. A few of the benefits that Poly Pigs can offer are: • Increased pipeline carrying capacity • Improved product quality • Power savings by reducing pump pressure • Confirmation of pipe and flow integrity Pipeline Pigging Products offers Poly Pigs in a wide variety of styles (drying, wiping and scraping) to accommodate almost any application, such as oil & gas transmission, municipal, petro chemical, pulp and paper and process piping systems. With over 60 years of combined experience in manufacturing, research and application, our knowledge of Poly Pigs is unsurpassed in the industry. B1 Swab 1-2 lbs. cubic foot proving; Sweeping; Sealing (16 - 32 Kg/M1 Coated 1-2 lbs. cubic foot 18331 PINES BLVD. #307 B2* f%Mq r�nFgPINES, FL 33029 Swab (16-32K VSF.OP 3 DRAWING DOCUMENT REVIEB3 Bare 5-7 lbs. cubi(80-112K nts to EYWOW6410fam pith the design ct'n6. t and ntPdli X10 nq igmA 4L The Contract Is resMlbie for P.0atirming and correlating all quantiti, 5-7 lbs. cubi imensi s, tabricat1on and a�nstruotior; mthods, and coordination B4* Coated (80 - 112 iwtrade to allCatkt3 Mae trades. ,� 5-7 lbs. cubi fa fa,CC at~ �., ti 9iCATED �cr{ RESU B5 Wire �apm 4 v, (80-112 ,.E . 'T s.. A r L". =*"4 Y: 'Available with Rotating Pattern (see acl� � �+ 13 C3 Bare 8-10 lbs. cubic foot Heavy Duty Drying m � �., PEI Wm EN'S ,w:. (128 - 160 Kg/M1 C4* Coated 8-10 lbs. cubic foot Heavy Duty Wiping - _= (128 - 160 Kg/M3 C5 Wire 8-10 lbs. cubic foot (128 - 160 Kg/M3 Heavy Duty Scraping C6 Carbide 8-10 lbs. cubic foot Heavy Duty Scraping (Strap) (128 - 160 Kg/M3 RX3 Bare 5-7 lbs. cubic foot Regular Duty Drying (80 - 112 Kg/M1 RX4* Coated 5-7 lbs. cubic foot Regular Duty Wiping (80 - 112 Kg/M3 RX5* Wire foot c 7 5-1bs. cubit -7 l - 112 s foo Regular Duty Scraping RX6* Carbide 5-7 lbs. cubic foot Regular Duty Scraping g y p g (Grain) (80 - 112 Kg/M3 G1 Swab 1-2 lbs. cubic foot Light Duty Drying 9 QjjS ATED RESU (16 - 32 Kg/M3 G2 Coated 1-2 lbs. cubic foot Light Duty Wiping *Available with Rotating Pattern (s Swab (16 - 32 Kg/M3 G6* Carbide 1-2 lbs. cubic foot ERING Light1)3 (Grain) (16 - 32 Kg /M3 1 PIN S V VD. #307 PB Power 8-10 lbs. cubic m � �., PEI Wm EN'S ,w:. Brush TM (128 - 160 Kg - _= Th beta r for conw arsep, eF w Magi= Plastic 8- 10 lbs. cubic C &0 h Wespnnoe for doming and co€reiat q a;i q CPB Brush (128 - 160 Kg/IV MIS #11VOnlictiori methods, and coord _d! W" apt 0OW ap+lican.- traa3s, FXC41"PTIONS TAKEN RXSS Single 5-7 lbs. cubic fo A 9 QjjS ATED RESU Spiral - 112 +pppt Ay *Available with Rotating Pattern (s 4i k 41 it EVIEWED BY. #m 1. Poly Pig exits potable water piping system after traveling 1,300'. 2. A 12" Poly Pig exits piping system after traveling several miles. Pipeline Pigging Products Incorporated P.O. Box 692005 Houston, Texas 77269 1(800) 242-7997 (281) 351-6688 MTS ENGINEERING Telefax: (281) 255-2331 PINES BLVD. #307 www DiDeDi2S.com BROKE PINES, FL 330; These docwnenb bw been revnfwed for contorme with the,, doss"n concept and intent and general compliance with the contract doc;ments. The Contractor is responsible ICr conRaiing and coneiafinq all quantities and dimensions, fain c: t :; and construction mthods, and coonlination of this Uade wilt! all ot'+se! =hili -Z L- Trades. TAKEN I TulWc: 0,'M!NOIDATED DATE: I REVIEWED BY: •a•`3 *M Rotating Pattern — Promotes longer even wear in most applications Available on all coated and wire styles Rope Loop(s) — For handling; pulling Cable Loop(s) Available on all styles t ` — Liquid removal; bi-directional runs Double Dish Available on all styles Double Nose — Bi-directional runs with pipe reductions t Available on all styles �y i — For housing electronic tracking transmitter ` Cavity Available on all styles Stud Pig — Extra hard scale removal 1. Poly Pig exits potable water piping system after traveling 1,300'. 2. A 12" Poly Pig exits piping system after traveling several miles. Pipeline Pigging Products Incorporated P.O. Box 692005 Houston, Texas 77269 1(800) 242-7997 (281) 351-6688 MTS ENGINEERING Telefax: (281) 255-2331 PINES BLVD. #307 www DiDeDi2S.com BROKE PINES, FL 330; These docwnenb bw been revnfwed for contorme with the,, doss"n concept and intent and general compliance with the contract doc;ments. The Contractor is responsible ICr conRaiing and coneiafinq all quantities and dimensions, fain c: t :; and construction mthods, and coonlination of this Uade wilt! all ot'+se! =hili -Z L- Trades. TAKEN I TulWc: 0,'M!NOIDATED DATE: I REVIEWED BY: •a•`3 *M Civil and Structural Consulting Engineers Coastal and High Wind Velocity Area Mitigation and Assessments LETTER OF TRANSMITTAL DATE: 04-02-13 TO FROM JOE BLANCO - PARK DRIVE Tom Marinos PICKUP WE ARE SENDING YOU WAttached ❑ Under separate cover via courier the following items: ❑ Shop Drawings [F Prints ❑ Plans 7 Letter Computations Copies Date No. DESCRIPTION 5 APPROVED WATER MAIN PLANS 3 FDEP APPLICATIONS STAMPED BY DOH 1 Approval letter from DOH 4 R.1.0 Sheet S&S for submission to City of Miami Shores REMARKS: Any questions, please call me at 305-345-9795. 1 Thank you. Tom PEMBROKE PINES 1 1 PINES BLVD, SUITE 307, PEMBROKE PINES, FLORIDA 33029 TEL: 954.437.3111 FAX: 954.437.3137 Florida Health Mission: To protect, promote & improve the health of all people in Florida through integrated state, county, & community efforts. Rick Scott Governor John H. Armstrong, MD, FACS Surgeon General & Secretary Florida Department of Health Miami Dade County Health Department 1725 NW 167th Street Miami Gardens, Florida 33056 PHONE: 305.623-3500 FAX: 305.623-3502 dadeheafth.org wwKfloridasheafth.com TWrr rER: HealthyFLA FACEBOOK: FLDeparimentofHeatth YOU MBE: fldoh February 20,2013 Notification of Acceptance of Use of a General Permit Permittees Permit Number: 312050-095-DSGP Devinella, LLc Issue Date: February 20, 2013 c/o Victoria Keisch Expiration Date: February 19, 2018 6644 Windsor Lane County: Miami -Dade Miami Beach, FL 33141 Project Name: 9165 Park Drive Water Supplier: M.D.W.A.S.D. PWS ID: 4130871 RER WE: 2013-00023 WASD DW No: 2012-WAT-EXT 012 Dear Ms. Keisch: On February 201h , 2013, the Florida Department of Health received a "Notice of Intent to Use the General Permit for Construction of Water Main Extensions for PWSs [DEP Form No. 62- 555.900(7)], 2- 555.900 7 ], under the provisions of Rule62-4.530 and Chapter 62-555, Florida Administrative Code (F.A.C.). The proposed project includes the installation of 452 LF of 12" DIP Water Main, to serve the property located at 9165 Park Drive along NE 92nd Street and Park Drive, Miami. Based upon the submitted Notice and accompanying documentation, this correspondence is being sent to advise that the Department does not object to the use of such general permit at this time. Please be advised that the permittee is required to abide by Rule 62-555.405, F.A.C., all applicable rules in Chapters 62-4, 62-550, 62-555, F.A.C., and the General Conditions for All General Drinking Water Permits (found in 62-4.540, F.A.C.). The permittee shall comply with all sampling requirements specific to this project. These ; requirements are attached for review and implementation. Pursuant to Rule 62-555.345, F.A.C., the permittee shall submit a certification of construction completion [DEP Form No. 62-555.900(9)] to the Department and obtain approval, or clearance, from the Department before placing any water main extension constructed under this general permit into operation for any purpose other than disinfection or testing for leaks. Within 30 days after the sale or legal transfer of ownership of the permitted project that has not been cleared for service in total by the Department, both the permittee and the proposed permittee shall sign and submit an application for transfer of the permit using Form 62-555.900(8), F.A.C., with the appropriate fee. The permitted construction is not authorized past the 30 -day period unless the permit has been transferred. . 3 r This permit will expire five years from the date of issuance. If the project has been started and not completed by that time, a new permit must be obtained before the expiration date in order to continue work on the project, per Rule 62- 4.030 F. . 1 Sincerely i Paul L. Ar &6, -E. Drinking Vater Program Cc: Athanasios Tom Marinos, P.E., Mts Engineering Luis Figueredo, M.D.W.A.S.D. A Civil Penalty May Be Incurred if this aroiect is placed into operation before obtaining a clearance from this office. Requirements for clearance upon completion of projects are as follows: 1) Clearance Form Submission of a fully completed Department of Environmental Protection (DEP) Form 62-555.900(9) Certification of Construction Completion and Request for Clearance to Place Permitted PWS Components into Operation. 2) Record Drawings, if deviations were made Submission of the portion of record drawings showing deviations from the DEP construction permit, including preliminary design report or drawings an specifications, if there are any deviations from said permit (Note that it is necessary to submit a copy of only the portion of record drawings showing deviations and not a complete set of record drawings.). 3) Bacteriological Results Copies of satisfactory bacteriological analysis (a.k.a. Main Clearance), taken within sixty (60) days of completion of construction, from locations within the distribution system or water main extension to be cleared, in accordance with Rules 62-555.315(6). 62-555.340, and 62-555.330, F.A.C. and American Water Works Association (AWWA) Standard C 651- 92, as follows: • Connection to an existing system • The end point of the proposed addition • Any water lines branching off a main extension • Every 1,200 feet on straight runs of pipe Each location shall be sampled on two consecutive days, with sample points and chlorine residual readings clearly indicated on the report. A sketch or description of all bacteriological sampling locations must also be provided. 4) Pressure Test Results Copy of satisfactory pressure test results demonstrating compliance with AWWA Standard requirements. For further clarification contact: Paul Levelt Andre Paul andre@doh.state.fl.us LOCATION: MIAMI , FLORIDA C � N SHOP e '} tiiGVC i f _k•.UiS. SALES REP: Alex Paulinoflfii n rai r]l?1T p "a with file Col �L for confirming and cosrelahng i s tai ,ic�iic and ra INS/SALE�cthods, and cacrE S: Aroddy Morej on'r, ;:. JDFFtCEZ1j E: 305 691.5000 ""K=A'KE CORREo . YIT Uj Elm; ` O�.,�z 77i i�EVIE0,NE.i Q p_ e c ��TE: a t Q W Z E= 9 t 65 NW 37th Avenue Miami Pt 331t I U; :305-691-5000 Fax:305-696-6810 W/0 .. Ze+� w 10526"1 cc � crww� g'`�• N co �Qp> „c�, goo mmer-ag-jaw"o Mg-XIN 21ILZIER SUBMITTALS WS ��Jt4ES BLVD. V 183311 D. #307 p� . FL 33029 MSFIOKF- PINES, SF40P DR1NG DOCUMENT REVIEW ?f N,e dommfrits have been reviewed for conformance with the design OmrV a, d intent and geni.,jiml compliance W til the contract documents. Comractof is mpansib!e for confirming and correlating all quantities i d1mensions, ltftatiori and construction methods, and coordination 0 t* luada with all other applicable trades. VR E ACEP'1101 S TAKEN MAKE CORRECTIONS INDICATED R PE -JECTED/Ri DATE: 6q, 4 DUCTILE IRON PIPE & FITTINGS C/L 0 cm For Generations NSF 61 ISO 9001 APPROVED TN,sa docummts hive been YW:vivid lor conformance Mih the design cencept and lnllent awl p�u��v�z! ompli P,,,p willh, t�,e contract documals. Tr4 is z,-i4l c-014'ejal"Ing all onrliNas a nd and coordinullion rlo,� . , "'iU i�,� , - , EWED BY: "Tf WE rails lf i -r` Ti 3 lew. =Mw w w Water Systems Ccimpany xt mpa, JEW A-4 TYTONO AND FASTITE@ JOINT PIPE A 13 M.I!! 11MMMING LENGTH Tyton" Joint Pipe Size Pipe Outside *01mensions; In. In. Thickness In. Diameter From TO In. A An Ir �� � 8 10 1 .26 1 .47 1 11.10 13.32 3.75 12 1 .28 1 .49 1 13.20 15.06 375 18 .31 1 .53 1 1950 1 22 no 1 .9 no MECHANICAL JOINT PIPE MW111'11!� ' 11,11110 - ,!III I I; 11,111d 20 Pipe .54 21.60 1 24.12 1 5.25 0 L1 I .'+Z) I :1'uD Z.Du I 11.13 10.J111a.all 0 1 5/'+ '+ I L't ' Pipe Thickness Outs* Diameter 24 *Dimensions In. .56 Bolts 28.43 1 Bolts Size In, 1 3/4 4 31 30 .34 Weight diikiii, I n. 12 .31 .49 13.20 2.50 16.25 17.88 17.88 8 3/4 4 37 Size -Langth Lb."' Weight� 41.84 1 FromTTo In. B J KI K2 No. In. In. length is 18 ft. Lb.' 3 ' 2 3.96 2.50 6.19 7.62 7.69 4 5/8' - 3� 11 7 4 .26 .41 4.80 Ra 2.50 7.50 9.06 �.112 4 3/4 3-1/2 16 10 ET625 6.90 2.50' 9.50 11-06 6 18 .35 .53 3-1/2' 18 16 20 .33 .54 21.60 1 24.12 1 5.25 0 L1 I .'+Z) I :1'uD Z.Du I 11.13 10.J111a.all 0 1 5/'+ '+ I L't ' 24 .33 .56 25.80 28.43 1 5.50 10 .29 .4� 1 11.10 2.50 114.00 15.62115.621 8 1 3/4 4 31 30 .34 35.40 1 6.55 12 .31 .49 13.20 2.50 16.25 17.88 17.88 8 3/4 4 37 36 .38 .73 38.30 41.84 1 7.00 14 Z_ �.51 15.30 3.50 18.75 20.25 20.25 10 3/4 4-1/2 61 *Nominal laying length is 18 ft. 16 .34 .52 17.40 3.50 21.00 22.50 22.50 12 3/4 4-1/2 74 U) CL 18 .35 .53 19.50 3.50 23.25 24.75 24.75 12 3/4 4-1/2 85 Lo 20 .36 .54 21.60 3.50 25.50 27.00 27.00 14 3/4 4-1/2 98 Cc Cc NT 3: C) 24 .38 .56 25.86� 1,�.�O IM00131.50131.501.16 1 3/4' L) C14 B NOMINAL LAYING LENGTH___� Nominal laying length is 18 ft. 0 _F0 <1 Weight shown for regular grey cast iron follower gland, corton bolts, and rubber gas (n 0) 0) in ICT Fastiteg Joint 'a C) Pipe Size Pipe Thickness In. Outside *Dimensions In. C: 0 In Diameter STANDARD DIMENSIONS AND WEIGHTS OF < �rom TO In. A 3" THROUGH 36" PUSH -ON JOINT DUCTILE IRON PIPE 30 .34 1 .63 32.00 34.95 6.50 Cn .- 36 .38 1 .73 38.30 41.37 6.50 i Pipe Wt Of i Pressure Nominal, Tylon" Joi (OL). -;5 <' *Nominal laying length is 18 ft. Size Class OD* Barrel Thickness Wt. Pe Wt. CL Fn In. psi Pork," ln.-',,� to; of Bell Lb Lgth.t I E Z t Lb. Lb. < 5 < BALL AND SOCKET JOINT PIPE 3 35V J 0.25 3.96 8.90 7.00 185 4 350 0.25 4.80 10.90 9.00 225 7 6 350 0.254i, 6.90 1LOR, '7 300 'J" 8 350 0.25 9.05 21.10 1 17.00 395 0 10 350 ?Vll� Ou 0. M` 1 LID 27.10 24.00_� 516 12 350 0.28 13.20 34.80 29.00 655 250 0.28.,Is, :15.30 "'140.40 - '45.00 ��7710 (1) A 14 0. 3 0* 15.36 43.311 45.00E 825?�' Cr) B 350��-- 15.30- 44.70 45.00 850'P (0 '6 25 5401 941 Thickness A 6 Full length Weight - ii�- Safe 16 300 0.32 M-45 1k UN .. 1� G54.00 1000 (V CL Pipe End 350 - I am, 0 1) 0 1060 N C Size Class Pipe Retainer As Under Water Pull , 1_." A` 256`- hf--- a 1096 " U) 0 In. (A21-51 T %, O.D. O.D. Shipped Full of Full of i4, Lb. 300 Mou 59.00 185 -0 Air Water 350 -0,36,," '19.50M, -& 66.20HR A� 54.01(k ik_ 1 250A > 6 55 .40 6.90 13.88 545 240__�' 465 50,000 50 -MJ&AQ� 8 55 .42 9.05 16.63 770 240 655 70,000 20,1' 41im 2 10 55 .44 11.10 19.13z 1005 220 8 60 95,0M - .0 12 55 .46 13.20 22.00 1270 155 1080 120,000 T 'Sea'i 14 56� .51 15.30 24.50 1655� -f-160 1410 145,000 Q) N - 16 56 .52 1 17.40 27.00 1990 45 1685 165,000 U) in 56 18 .53 1 z�% f9.56 30.60 2375 -70 2015 195000 a Ci 5 0 110"_1' 2170'-'-,- *7 A:W �t:�1000.50� J39Ar 11.20 56 20 H.54 21.60 32.75 2810 - -200 2375 210,000 200 0 44 5.50 _17.50 139.00 2220 123.20 'g. �3 .63 3110 100 2635 30** 32.00 1 139.00 2435 135.20 56 3700 -620--, 3110' -t � .260 im 0.4.5, 32.01), 144.20 24 62� H5' .74 .74 25.80 38 .25 ' - 95 37154 1000 li, ;149;�'�'� - " 09. 32.00,, 2810 156.10 58 .71 5855 .9 00 4920 38..Vt' �7 30 61 .83 32.00 46.25 1 -180 5360 335,000 OV' 38.30 0. 42 4Z 57 78 r6435 81 8145 A3001- 6880'* - 36'*v* �4" 0 - k 1 70.90 k -1894.00 [`326VI 181AVII 36 .88 38 .30 5 4.25. -z z 7. -725 7330 400,000 0�' 195.50 Thickness required to overcome buoyancy. Weights listed are for 18'- 0" laying enghts. Nominal full lengths vary by size. t Pipe, Bell, Ball and Retainer are ductile iron. Dimensions and weights are subject to manufacturing tolerances. V-24" pressure rating: 350 psi 30"-36" pressure rating: 250 psi Fastite" Joint • • • • A— ANSI/AWWA C153/A21. IIS .�� - eA��AAA AA REV.07 ® REGISTERED TRADEMARK OF STAR PIPE PRODUCTS *Not Included in AWWA C153 FM App -Is ®■WAvsN� iso wa:z000 Select appropriate items. Select and All pipes and fittings for water shall be verify size(s) to the size(s) specified on cement lined and seal coated per ANSI/AWWA C104/A21.4-95 2 plan.Ff, '. :, Compact W Fittings ANSI/AWWA C153/A21.53 3 0.33 3.50 5.50 20 1.50 3.00 17 1.00 3.00 17 1.00 3.00 15 4,00 b 50 262 00 4 DO 24 6 0.36 „a 5.00 8.00 47 3.50 5.00 40 2.00 5.00 36 1.50 5.00 30 8 0:38 6.5Q 9.0W e 68 ._. 3 50 5 50' S7. _._ 20 5 10 0.40 7.50 11.00 102 4.50 6.50 83 3.00 75 1200 = 134_,_ - - ._. _ ..� 14 0.47 11.50 14.00 227 5.00 7.50 207 - - - 3 - -- 1612.5G ...: 0.50.. `15 00_ 30 0.66 21.50 25.00 1070 10.50 15.00 8 x' a� 3E3 = -=5 d * -10 x 3 0.40 0.3.3 4.00 7.50 75 Ifflim Select appropriate items. Select and 10 x 6 0.40 v 0.36 5.00 7.50 _ 90 ,OL, verify size(s) to the size(s) specified on 10 x 10 0.40 0.40 7.50 7.50 120 plan. ,J.. ,r 2 - 7 cl REV.07 FII Included in AWWA C153 ® REGISTERED TRADEMARK OF STAR PIPE PRODUCTS fM STAR- PIPE PRODUCTS Appim is HOUSTON CORPORATE ITOLL FREE 1-800-999-3009IFA%281-558-9000 1V=1 m www .,i ipeproduc}s.com All pipes and fittings for water shall be Page 5 cement lined and seal coated per ANSI/AWWA C104/A21.4-95 V S_1.1 ,,.;o-14 v'6,t....rfrs. _ 4SOil 8 x' a� 3E3 = -=5 d * -10 x 3 0.40 0.3.3 4.00 7.50 75 Ifflim Select appropriate items. Select and 10 x 6 0.40 v 0.36 5.00 7.50 _ 90 ,OL, verify size(s) to the size(s) specified on 10 x 10 0.40 0.40 7.50 7.50 120 plan. ,J.. ,r 2 - 7 cl REV.07 FII Included in AWWA C153 ® REGISTERED TRADEMARK OF STAR PIPE PRODUCTS fM STAR- PIPE PRODUCTS Appim is HOUSTON CORPORATE ITOLL FREE 1-800-999-3009IFA%281-558-9000 1V=1 m www .,i ipeproduc}s.com All pipes and fittings for water shall be Page 5 cement lined and seal coated per ANSI/AWWA C104/A21.4-95 � 3 rz; N .n L N un a L Orn mit 3 0 `Y � U � Cm O � N P1 0 0U.F- N m c Q C Q .QED Q U Q Select and verify size(s) selected to the size(s) specified on plans.. If (Con'00 Compact MJ Fittings ANSI/AWWA C153/A21.53 PEMBROKE PINES, FL 33029 : "�.Cy"-- ,'°yy>.+ pgq rr�s 3 .3.ce i'.., IR EVelE-7„ ..,� NOM SIZE 12 x 6 0.42 0.36 5.00 8.75 110 12 x 8, 0.42 0.38 ':Z'50 8 75 - ;, 125_,_;,, 12x 10 0.42 0.40 7.50 8.75 140 12 x 12' 0 42 d 42 14x6 047 036 650 1050 182 _14x8' 047 0.38 yv 750 105Q 19d,. i 14x 10 0.47 0.40 8.50 10.50 206 v 14 x 12` 0.47 0.42 9 50 10.50- w P221 14x 14 047 047 1050 1050 251 16 x b 0, 5Q „{� 3650...._ : 218__ 16 x 8 0.50 0.38 7.50 11.50 223 16 x 10„ 0 50 0 40 - 8 50 1150 _ 264 16 x 12 0.50 0.42 9.50 11.50 280 16x14 056 W 0.47, 1050 11,50 _;_ .316- ' 16 x 16 0.50 0.50 11.50 11.50 322 18x6w 054036 _650 1250„ 275 18 x 8 0.54 0.38 7.50 12.50 295 18 x 10 U 54 8.50 12.50-1' 18 x 12 0.54 0.42 9.50 12.50 335 i 88 x l 4�- D54 X0.47 10.50 12 54 380 18x 16 0.54 0.50 11.50 12.50 405 7 8 X.1 8 0 54 0.54 13 50 1250 _ X435lLa 20x6 057 036 650 1400 315 20x,8__057 , _038 8.00::,"1�1,OQ 3d5„" 20x 10 0.57 0.40 9.00 14.00 370 20x_1.2:_ 0.57 0.42 100(} y l 400 395 20x 14 0.57 0.47 11.00 _ 14.00 440 20 x 160 57 0 50 _ ._-..__ . 12 00 14 i3Q 465 20 x 18 0.57 0.54 13.00 14.66 505 20 x 20' 0 57 0®57 _ 1400 1400 _ _ 535 1 24x6 061 0.36 700 1600 415 24 x B 0.61 038 _ _ 8 OQ b 00 LAW 24 x 10 0.61 0.40 9.00 16.00 470 24 x 12 I _0 61 500.... 24 x 14 0.61 0.47 11.00 16.00 550 e 24 x,15 0." bMRi?xSfl _ _ 12 00 Ib 0th X580,. __ 24 x 18 0.61 0.54 13.00 16.00 625 24.x20_ MIL, iY 0:57 24 x 24 0.61 0.61 16.0016.00 720 AIX xS.. 0 bb_ flab 30 x 8 0.66 0.38 8,50 20.00 739 30 x 7 2 Q 616.4 30 x 14 0.66 0.47 11.00 20.00 880 30 x 18 0.66 0.54 14.00 20.00 1085 30x21 ..fl66. v_z.__ ..TW500,.,. 30 x 24 0.66 0.61 21.00 22.00 1389 X30 x_30 EM7 Tim _ AD 7 0 fi323 ,,r l 36 x 6 0.74 0.36 8.00 23.50 1 100 36x. 0.7418 b 23SD _ T28 36 x 12 0.74 0.42 10.00 23.50 1150 36 x 18 0.74 0.54 13.00 23.50 1410 Select and verify size(s) selected to the size(s) specified on plans.. If (Con'00 Compact MJ Fittings ANSI/AWWA C153/A21.53 PEMBROKE PINES, FL 33029 : "�.Cy"-- ,'°yy>.+ pgq rr�s 3 .3.ce i'.., IR EVelE-7„ ..,� Com pa c# W Fifi#ings ANS!/AWWA C153/A21.53 e rah`;• REV.07 ® REGISTERED TRADEMARK OF STAR PIPE PRODUCTS *Not Included in AWWA C153 FM Appmvah Select appropriate items. Select and All pipes and fittings for water shall be / verify size(s) to the size(s) specified on cement lined and seal coated per 1 4 plan. ANSI/AWWA C104/A21.4-95 p�. , ' 1' ! Compact MJ Fittings ANSI/AWWA C153/A21.53 T T1 - 1D - - AMTS ENGINEERING 81 PINES BLVD. #307 LP MBROKE PINES, FL 33029 l� L NOM : T,< T7 A Y Wr SIZE _ 12.50 77 (LBS) 3 x 3 0.33 0.33 2.50 8.50 36 4 x 3- -0.341 0"33 .:!2 50 8 50 40...z._ 4 x 4 0.34 0.34 2.50 8.50 41 6 x 4 - 0.36 . 0;34 ,_ 50 - 6 x 6 0.36 0.36 3.00 12.50 85 8"x4; 038 034__ 050_1300 73 8 x 6 0._38 0.36 2.00 14.50 90 8 x 8,.Q 38,L 3 SO _..A 16.00.. 102.;_. C - 10 x 4 0.40 0.34 0.00 15.00 150 lexb 11.40 03d '100 �1b00,.: 1.58_.'a 10 x 8 0.40 0.38 2,50 17.00 172 10 x I ar - 0.40 _ 0:40 _ w 3 50_ .,_ _19.00.; ?le 12 x4 0.42 0.34 0.00 16.50 184 12 x b:._1 d2 6 3b .._._ _.1 50 18 50 12 x8 0.42 0.38 1.50 18.50 188 12 x IQ 0.42 12 x 12 0.42 0.42 4.50 22.50 W 272 _._. 14, x 14_ 0 470;47.00i:,"._ -0.00 25.00„ 474 16 x 6 0.50 0.36 21.00 300 1 b x_8 i} 5p x:38 0 5D 2250 349 16 x 12 0.50 0.42 3.50 25.00 453 1b x 1 b".. 0.50 28. 00 575 AT 8 x 8 0.38 6.50m 1u1 6.50 WI -- 12.00 57 12.50 77 61, IFF Threads in Accordance with ANSI/ASME B120.1 { .IL All pipes and fittings for water shall be a cement lined and seal coated per ANSI/AWWA C104/A21.4-95 REV.07 FM *Not Included in AWWA C153 ® REGISTERED TRADEMARK OF STAR PIPE PRODUCTS STAR' PIPE PRODUCTS Awnygh HOUSTON CORPORATE ITOLL FREE 1-800-999-30091FAX 261-556-9000 a.q gr.ynn wwwstarpipeproduc}s.com iso soo�:z.00 Select appropriate items. Select and Page 9 verify size(s) to the size(s) specified on plan. SUBMITTALS MTS ENGINEERING 18331 PINES BLVD. #307 PEMBROKE PINES, FL 33029 FIRE HYDRANT 9.8 Wei co. MUELLER° SUPER CENTURION° Rev. 8-04 Shaded area indicates changes' -- - - FIRE HYDRANT ❑ Super Centurion 25C 3 -way catalog numbers tapproq v „ed to UL FM1510 A 0.502 Standards) A-4214-1/2' main valve opening three way (two hose nozzles and one pumper nozzle) ---!�"A-423 5-1/4" main valve opening three way (two hose nozzles and one pumper nozzle), Super Centurion 200' 2 -way catalog numbers r (approved to ANSI/AWWA C502 Standards) - MTS ENGINEERIN A-420 4-1/2" main valve opening two way (two hose nozzles) 18331 PINES BLVD. #30 A-422 5-1/4" main valve opening two way (two hose nozzles) PEMBROKE PINES, F A-425 5-1/4" main valve opening two way (two pumper nozzles) Super Centurion 200' 1 -way catalog number r (approved to ANSI/AWWA C502 Standards)- A-424 4-1/2" main valve opening one way (one pumper nozzle) ❑ 10 year limited warranty on material and workmanship ❑ Meets all applicable parts of ANSI/AWWA C502 Standard ❑ Post type dry barrel design ❑ Dry top design with O-ring sealed oil reservoir ❑ Traffic feature with stainless steel safety stem coupling ❑ Compression -type main valve closes with pressure for positive seal; it is and is conveniently reversible providing a spare for long service life ❑ Operating nut available in wide variety of shapes and sizes -open left or r ❑ Field replaceable hose and pumper nozzles ❑ Hose and pumper nozzles have large radius, full flow openings for low fi ❑ Contoured shoe is designed for full flow ❑ Dual bronze drain valves provide effective barrel drainage --d-�250 psig (1723 kPa) maximum working pressure, 500 psig (3447 kPa) static test pressure for 3 -way hydrants; 181111111 200 psig (1379 kPa) maximum working pressure, 400 psig (2758 kPa) static test pressure for 2 -way and 1 -way hydrants Dimensions Mechanical joint 2-10 i Flange ANSI 125/150 or sh PN 10/16 Drilling io-]re• - a• o. i6' 9-W4' - 8• Shoe r 6' Ms. }Ii I Slip-on Non -rotating bolt design: cast -in pads elimi- nate need for anti -rotation bolt; Front view detail of Mechanical joins (Standard only) Vertical Flange* P,tl =7 * 4" Vertical shoe available for A-420 and A-421 hydrants. SEE PAGE 9.28 FOR ORDERING INSTRUCTIONS I � 12" (6' Shoe) 5-1/2' (6' Shoe) I MUELLER° SUPER CENTURION° I Mueller C0.1 9.9 FIRE HYDRANT PARTS s ad urea` nd es Rev. 9-09 MUELLER Super Centurion Fire Hydrant Parts Cat. Description #part Material Material standard A-1 Operating nut Bronze ASTM B584 A-2 Weather (not shown; used Drily on 1988 models) Cast iron ASTM A126 CL.B A-3 Hold down nut O-ring Rubber ASTM D2000 BUNA N A-4 Hold down nut (not shown; used onl on -1988 models) Bronze ASTM B584 A-5 Bonnet O-ring Rubber ASTM D2000 BUNA N A-6 Anti -friction washer Celcon A-7 Oil plug Brass ASTM BI6 A-8 Bonnet Cast iron ASTM A126 CL.B A-9 Bonnet bolt and nut Steel ASTM A307 Plated A-10 Bonnet O-ring (1997 and newer 3 -way models all pre- 1997 models and 1 -way and 2 -way models have flaz gasket) Rubber ASTM D2000 BUNA N A -I I Upper stem Steel ASTM A576 GR.B A-12 Stem O-ring Rubber ASTM D2000 BUNA N A-13 Nozzle lock Stainless steel ASTM A276 A-14 Pumper nozzle Bronze ASTM B584 A-15 Pumper nozzle gasket Rubber ASTM D2000 Neoprene A-16 Pum er nozzle O -r n Rubber ASTM D2000 BUNA N A-17 Pum er nozzle ca Cast iron ASTM A126 CL.B A-18 Hose nozzle Bronze ASTM B584 A-19 Hose nozzle gasket Rubber ASTM D2000 Neoprene A-20 Hose nozzle O-ring Rubber ASTM D2000 BUNA N A-21 Hose nozzle cap Cast iron ASTM A126 CL.B A-22 Cap chain Steel Plated A-23 Chain rin Steel Plated A-24 U r barrel less nozzles Cast iron ASTM A126 CL.B A-25 Safety coupling Stainless steel ASTM A890 A-26 Safety flange bolt and nut Steel ASTM A307 Plated A-27 Safety flange O-ring (1997 and newer models; re -1997 models have flat asket) Rubber ASTM D2000 BUNA N A-28 Safety flange Cast iron ASTM A126 CL.B A-29 Cotter pin Stainless steel ASTM A276 A-30 Clevis pin Stainless steel ASTM A276 A-31 Lower stem Steel ASTM A576 GR.B A-32 Lower barrel Cast iron ASTM A126 CL.B A-33 Stem pin Stainless steel ASTM A276 A-34 Drain valve facinR Plastic A-35 Drain valve screw Stainless steel ASTM A276 A-36 Upper valve plate (includes A-34 and A-35) Bronze ASTM B584 A-37 Shoe bolt and nut Steel ASTM A307 Plated A-38 Drain ring housing O-ring (1997 and newer models; re -19)7 models haves uare gasket) Rubber ASTM D2000 BUNA N A-39 Seat rin to O-rin Rubber ASTM D2000 BUNA N A-40 Drain ring housing Cast iron ASTM A126 CL.B A-41 Drain ring housingg bolt and nut (not shown; used only on re -1997 model7t drams) Steel ASTM A307 Plated A-42 Drain ring Bronze ASTM B584 A-43 Seat ring Bronze ASTM B584 A-44 Seat ring bottom O-ring Rubber ASTM D2000 BUNA N A-45* Reversible main valve (1997 and newer models only; pm- 1997 models use non-reversible main valve and lower valve plate - not shown) Rubber ASTM D2000 A-46 Lower valve plate (1997 and newer models for reversible main valve; pre -1997 models have non- reversible main valve - not shown) Cast iron ASTM Al 26 CL.B A-47 Cap nut seal Rubber ASTM D2000 I A-48 Lock washer Stainless steel ASTM A276 A-49 Lower valve plate nut Cast iron JASTMA126CL.B 'f A-50 Shoe** Cast iron ASTM A126 CL B A-84 Hold down nut Bronze ASTM B584 A-85 Weather seal Rubber ASTM D2000 A-51 10.5 oz. hydrant lubricating oil (not shown) * Pre -1997 models maybe upgraded to use the reversible main valve by also valve plate with the 1997 model. 6" MJ shoe is Ductile Iron, ASTM A536 Grade 65-45-12. -11�, W -0,04 -PI A-43 ✓f������'"�����✓.a1s.��SS.kr1�.Pisp�' i � g P SUBMITTALS MTS ENGINEERING 18331 PINES BLVD. #307 PF-MBROKE PINES, FL 33029 GATE VALVE 2"-12" A-2362 RESILIENT WEDGE IMUGIIGF Co. GATE VALVES - M.J. x M.J. on (atalna nnmher_ the type of seal when ordering a replacement gasket or O-ring. ttDirt seal on 4"-12" valves MUM11 0. 2"-12" A-2362 RESILIENT WEDGE GATE VALVE - M.J. x M.J. tL- FF -I Dimensions Dimension* Nominal size 2" 3" 4" 6" 8" 1061 1211 A 9.88 12.38 14.19 18.00 21.50 25.50 28.62 FF 8.50 9.00 10.00 11.50 12.50 14.75 14.88 L 2.50 2.50 2.50 2.50 2.50PRIN .50 N O (number and size of holes) 4.62 4--.88 7.50 4--.88 9.12 4--.88 11.12 6--.88 13.37 6--.8 8 DD 3.50 4.00 5.00 6.50 7` E 9.88 Q (bore) 2.30 3.30 4.30 6.30 8.30 10.30 12.30 00 (bolt circle diameter) 15.00 16.19 7.50 Turns to open 18 114 20.5 s;6 •3 3 5 ti Weight* 140 83 120 *All dimensions are in inches. All weights include accessories are in pounds and are �,....Y s.. •..1.a rl V, .Yy E"D M.�Ti) + t,» � L.. i . 1 Class 125 Bronze Angle Valves Screw-in Bonnet - Integral Seat - Renewable Seat and Disc 125 PSI/8.6 Bar Saturated Steam to 353° F/178° C 200 PSI/13.8 Bar Non -Shock Cold Working Pressure CONFORMS TO MSS SP -80 MATERIAL LIST DIMENSIONS -WEIGHTS -QUANTITIES Size In. mm. PART SPECIFICATION 1. Handwheel Nut 300 Series Stainless Steel 2. Identification Plate Aluminum 3. Handwheel a. Malleable Iron ASTM A 47 (T -311-Y) b. Bronze Cross Handwheel (T-311-YK) 4. Stem Silicon Bronze ASTM B 371 Alloy C69400 5. Packing Gland Bronze ASTM B 62 or ASTM B 584 Alloy C84400 or Brass ASTM B 16 6. Packing Nut Bronze ASTM 8 62 or ASTM B 584 Alloy C84400 or Brass ASTM B 16 7, Packing Aramid Fibres with Graphite 8. Bonnet Bronze ASTM B 62 *9. Disc Holder Nut Bronze ASTM B 62 or B 140 Alloy C31400 10. Disc Holder Bronze ASTM B 62 11. Seat Disc Steam (PTFE) (Y) 12. Seat Disc Nut Bronze ASTM B 62 13. Body Bronze ASTM B 62 * 21/2" and 3" are ASTM B 61 5.75 DIMENSIONS -WEIGHTS -QUANTITIES Size In. mm. B In. Dimensions H & J mm. In. mm. T-311 Lbs. Kg. Master Cin. Qty. 1/4 8 3.50 89 1.19 30 0.98 0.44 50 * 3/a 10 3.50 89 1.19 30 0.93 0.42 50 112 15 3.50 89 1.31 33 1.01 0.46 30 3/4 20 4.94 126 1.56 40 1.70 0.77 20 1 25 5.75 146 1.88 48 2.82 1.28 10 11/4 32 6.13 156 2.19 51 3.76 1.70 10 11/2 40 7.25 179 2.38 60 5.79 2.63 6 2 50 8.13 206 2.81 72 8.76 3.97 4 21/2 65 10.56 268 3.19 81 16.13 7.32 2 3 80 11.19 284 3.88 99 21.72 9.85 2 *Stem and Disc or Disc Holder are integral. No packing gland, packing only in these sizes. NIBCO INC. WORLD HEADQUARTERS - 1516 MIDDLEBURY ST. - EL TECH SERVICES PH: 1.888.446.4226 - FAX: 1.888.336.4226 - INTERNATI( www.nibco.com Dezincification Resistant N IV T 311-YK Threaded With Cross Handle ;T, IN 46517-4 OFFICE PH: +1 tk 1.800.; - FAX: +1 a ow SUBMITTALS MTS ENGINEERING 18331 PINES BLVD #307 PEMBROKE PINES, FL 33029 TAPPING SLEEVE R§ {y{ T r i Y 1 , •. �� 3::` �. x C N`YIT»`�lt'3AmLTNI:,"2Ce�lYf� a 1'WItl.:STi.�:;;•;; ij i ra ne f � M TAPPING SLEEVE JCM 6439 All 316 Stainless Steel Tapping Sleeve with Mechanical Joint Outlet* FULL CIRCUMFERENTIAL SEAL ... The extra bolting power assures the gasket will seal the full circumference of the pipe. This provides insurance against beam breaks in size on size taps. Molded in recessed bridge plate assures even gasket pressure throughout the range of the sleeve. EXTRA WIDTH FOR SUPPORT AND STABILITY... Extra width and heavier neck and body material provide extra reinforcement of the outlet and extra stability during the tapping process. EXTRA BOLTING POWER ... The true tapping sleeve design of this sleeve incorporates replaceable, self -aligning bolts, which facilitate conversion of high bolt torques to high gasket pressure, can be torqued to 150 ft. lbs. NOM�s MODEL 939,E ... -� PIPE -* SLEEVE�r -12.3 - E " STAINLESS �IF�EST S O D RAFIGE' _ 4.40-4.60 6439-0450 4 4.74-5.00 6439-0480 5.10-5.30 6439-0520 X 4 15 10 40 6.56 - 6.90++ 6439-0663 6.83-7.16 6439-0690 6 7.05-7.40 6439-0720 X 4 15 10 47 7.40-7.73 6439-0745 X 6 15 10 49 8.54-8.74 6439-0863 8.60 - 9.05++ 6439-0900 X 4 15 10 51 8 8.98-9.37 6439-0905 X 6 15 10 54 9.27-9.69 6439-0940 X 8 21 14 78 9.83-10.25 6439-1000+ 10.64 -10.86 6439-1075 X 4 15 10 55 10 11.00 -11.40 6439-1110 X 6 15 10 60 11.36 - 11.80 6439-1140 X 8 21 14 82 11.76 - 12.24 6439-1200 X 10** 27 18 125 12.62 -12.88 6439-1275 X 4 15 10 60 12.75 -13.20++ 6439-1300* X 6 15 10 64 12 13.10 -13.50 6439-1320 X 8 21 14 90 13.70 -14.09 6439-1392 X 10** 27 18 138 14.08 -14.40 6439-1420 X 12** 30 20 161 X 4 15 10 80 15.20 -15.60 6439-1530 X 6 15 10 85 14 15.80 -16.20 6439-1600 X 8 21 14 114 16.38 -16.78 6439-1650 X 10** 27 18 150 X 12** 30 20 171 X 4 15 10 90 17.40 -17.80 6439-1740 X 6 15 10 94 16 17.75 -18.15 6439-1800 X 8 21 14 126 18.58 -18.98 6439-1875 X 10** 27 18 163 X 12** 30 20 182 19.30 -19.70 6439-1950 X 4 15 10 128 18 19.80 -20.20 6439-1990 X 6 15 MT EN INR 21.20 - 21.40 6439-2130 X 8 21 21.40 - 21.80 6439-2160 X4 15 20 21.90 - 22.30 6439-2206 X6 15 P� BA E PIN1 F 22.30 -22.70 6439-2250 X 8 21 14 182 23.45 - 23.85 6439-2360 X 4 24 25.60-26.00 6439-2580 X6 FI < �" �0 a 180 26.20-26.60 6439-2632 X8 .�' v +NOTE: THIS SIZE NOT AVAILABLE WITH A SIZE ON SIZE O -NOTE: RECOMMENDED FOR IPS PVC, STEEL, C-900 PVC, NOT RECOMMENDED FOR PIT CAST IRON PIPE. FOR OVERSIZED OR PIT CAST IRON PIPE, SEE NE *NOTE: NOT AVAILABLE IN 10" OR 12" OUTLET SIZES **NOTE: MAXIMUM WORKING PRESSURE 150 PSI, MAXIMUI *Licensed by PowerSeal Corporation G #307 L 33029 lCTILE IL, RON,PIPE DIAMETER$. ? ...:.�, LARGER a 'EST PRE'S'SURE 200'PS1 ... 41h 0 L'A ngt 1 CZ4 &"*a & iuz I org m Egg I *gj - SUBMITTALS MTS ENGINEERING 18331 PINES BLVD. #307 WaROKE PINES, FL 33029 RESTRAINTS STAR°PIPE PRODUCTS 18331 PINES BLVD. #307 PEMBROKE PINES, FL 33029 Restrainer mechanism shall be integrated into the design of the follower gland. As the mechanism is activated, multiple wedging action shall be imparted against the pipe increasing its resistance as internal pressure increases. After burial of the restraining mechanism, joint flexibility shall be maintained. The actuating bolt shall be threaded into the restraining wedge and have a 1-1/4" hex operating nut. The operating nut shall be threaded onto the actuating bolt, not swaged or riveted. The restraining twist off nut bolt system shall have a torque -limiting feature designed to break off at preset torque levels, thus insuring proper action of restraining device. Glands shall be manufactured of high strength ductile iron in accordance with ASTMA536 Grade 65-45-12 requirements. The wedge shall be manufactured of high strength ductile iron and be heat treated to a minimum hardness of 370 BHN. Applicable dimensions shall conform to ANSUAWWA CIII/A21.11 and shall be incorporated into the mechanical joint restraint so that the device facilitates use with standard mechanical joint bells. The mechanical joint restraint mechanism shall have a maximum water working pressure of 350 PSL for sizes 3 "-16" and 250 PSI for sizes18" and above. All sizes shall have a minimum safety factor of 2:1 (i.e. twice the maximum pressure rating of the restraint). The mechanical joint restraint mechanism shall be Underwriters Laboratories listed on size 3" through 36" and Factory Mutual Research Approved on size 3-12". The restraint mechanism shall be Star® Pipe Products Stargripg series 3000 or an approved equal. Page 3 OF STAR PIPE PRODUCTS STAR® PIPE PRODUCTS HOUSTON CORPORATELTOLL FREE 1-800-999-.91FAX 281-558-9000 —starpipeproducil— TECHNICAL INFORMATION Sta rg ri p series 3000 Mechanical Joint Wedge Action Restraint for Ductile Iron Pipe Patent #5,772,252 *All dimensions in inches except where indicated. Notes: • Stargrips® must be adequately wrapped or protected if they are covered by • For applications exceeding the maximum pressure ratings listed, please cor page 10). • For applications on existing pipe, the pipe needs to be structurally sound at order for the wedges to function properly. Please contact Star Pipe Produc. • Sizes 42" & 48" require extra long I ''%"x 8 %:" T -bolts. STAR PIPE PRODUCTS HOUSTON CORPORATE I TOLL FREE 1-800-999-3C)091 FAX 281-558-9000 -s}arpipeproduc ts.com Page 4 ,00 XPRESSOR OF NOM R RATING A B C D E WJNUTS 1NO G NOAPPRO.X� SIZE TWISTED OFE �IVEDGES TRO �{B-: 3 350 4.84 2.40 4.06 6.19 3/4 9.85 8.78 8.13 2 4 6 ONES:- 45fl mm 5 92 140 4 90 iii$ _ 6 350 8.02 2.40 7.00 9.50 7/8 13.06 11.72 11.12 3 6 12 17 2:51 95_ :.,.� . 10 350 12.22 2.51 11.20 14.00 7188 15.88 15.62 6 8 24 �.-. __ ...® c� � ...... ,...._ .. j1{7�.25 ..._., x... .n .Fenn:+. I . _ _ .....�,d :.. A.. Il 14 350 16.40 2.91 15.44 18.75 7/8 21.25 20.12 ..6.na 20.90 10 10 49 1 b 350 - M50 1.7 54 _ 2? ' ..:,:.. z 2.:. 2 .. T; e . `' • ;a 18 250 20.60 2.91 19.64 23.25 7/8 26.40 24.90 25.25 12 12 59 2_1,2-4... © 24 250 26.90 3.50 25.94 30.00 7/8 33.86 32.34 31.54 16 16 339 LL44.92 r e 36 � 250 39.59 3.49 - 8 3.47 43.75 1-1 /8 _-5- 46.42 y$ BL�1. % 232 48 250 52.09 5.15 51.05 1 57.50 1-3/8 61.16 59.62 60.00 32 32 488 *All dimensions in inches except where indicated. Notes: • Stargrips® must be adequately wrapped or protected if they are covered by • For applications exceeding the maximum pressure ratings listed, please cor page 10). • For applications on existing pipe, the pipe needs to be structurally sound at order for the wedges to function properly. Please contact Star Pipe Produc. • Sizes 42" & 48" require extra long I ''%"x 8 %:" T -bolts. STAR PIPE PRODUCTS HOUSTON CORPORATE I TOLL FREE 1-800-999-3C)091 FAX 281-558-9000 -s}arpipeproduc ts.com Page 4 STAR°PIPE PRODUCTS TECHNICAL INFORMATION -.au unneasuiu in wcnes —epi nwem maJealea. 18331 PINES BLVD. #307 CA C,o, C CDG/ ,Clt�A TI^LIC PEMBROKE PINES, FL 33029 Restrainer mechanism shall be integrated into the design of the gland. As the mechanism is activated, multiple wedging action shall be imparted against the pipe increasing its resistance as internal pressure increases. After burial of the restraining mechanism, joint flexibility shall be maintained. The actuating bolt shall be threaded into the restraining wedge and have a 1-114" actuating bolt, not swaged or riveted The restraining twist off nut bolt system shall h levels, thus insuring proper action of restraining device. Glands shall be manufacti Grade 65-45-12 requirements. The wedge shall be manufactured of high strength du( The mechanical joint restraint mechanism shall have a maximum water working above. All sizes shall have a minimum safety factor of 2:1 (i.e. twice the maximum Star® Pipe Products, Stargrip® series 3100P or an approved equal. REVI1-1 F 5.(111EIGISTERED TRADEMARK OF STAR PIPE Your Connec IR< rA- on to the Future" MEGALUG® Restraint Harness for Push On Joints on Ductile Iron Pipe Series 1706 restraining 6 inch ductile iron pipe to pipe push on joint. Features and Applications: h • Restraint harness for ductile irpipe to pipe push on joints • Restraint harness meets or exceeds ANSI/AWWA C151A21.51 and ANSI/ AWWA C150/A21.50 standards • Minimum 2 to 1 safety factor • MEGALUG Restraint Ring on spigot side of joint • Split Bell Ring design for ease of installation • Constructed of ASTM A536 ductile iron • MEGA -BOND® Restraint Coating System For use on water or wastewater pipelines subject to hydrostatic pressure and tested in accordance with either AWWA C600 or ASTM D2774. EBAA IRON Sales, Inc. P.O. Boz 857, Eastland, TX 76448 Tel: (254) 629.1731 Fax: (254) 629.8931 (800) 433.1716 within US and Canada contact@ebaa.com www,ebaa.com 1010-I Members of... o/lims—, z AMERICAN FOUNDRY SOCIETY Copyright 2006 ® EBAA Iron, Inc. The Series 1700 is designed for restraining ductile iron pipe, conforming to ANSI/AWWA C151/A21.51 (all thickness classes) push -on pipe bells. It has a restraint ring on the spigot and a split ring behind the bell. 1. Install the split ring behind the bell in the direc- tion indicated on the casting. Tighten the clamp bolts to 90 ft -lbs. 2. Place the Series 1100 MEGALUG® restraint gland on the spigot with the lip extension toward the bell. 3. Assemble the push -on joint per the pipe manufacturer's instructions. 4. Position the Series 1100 MEGALUG® restraint on the spigot such that the bolts are in align- ment and the distance between the rings is suitable for the tie bolt length. Allow enough room on the tie bolt to fully engage the nuts with several threads showing. 5. Install the tie bolts in each available bolt hole for maximum distribution of operating forces. Place nuts on the end of the tie bolts. Allow room on the tie bolt to fully engage the nut with several threads showing. 6. Pull the restraint ring away from the joint until the slack is removed from the tie bolts. 7. Tighten the torque limiting twist -off nuts in a clockwise direction (direction indicated by arrow on top of nut) until all wedges are in firm contact with the pipe surface. Continue tighten- ing in an alternate manner until all of the nuts have been twisted off. 8. Tighten the tie bolt nuts until the ring behind the bell is in firm contact with the back of the bell. Do not tighten these bolts enough to force the spigot further into the bell. 9. If removal is necessary; use the 5/8 inch hex heads provided. If reassembly is required, assemble the product in the same manner as indicated in the previous steps and tighten the wedge bolts to 90 ft -lbs. For Sizes 42 inch and 48 inch, two solid ring MEGALUGS are provided. One MEGALUG will be placed on the spigot with the lip extension toward the bell. The second will slide along the barrel of the second pipe and placed behind the bell (lip extension toward the bell). Then proceed with steps 3-8. SUBMITTALS MTS ENGINEERING 18331 PINES BLVD. #307 PEMBROKE PINES, FL 33029 �i r ,. .i .. .._ 1 ! h4 METER BOX 2 3 Y, " 8Y16"— 6yl6" 6 X6" rI yl 6 -- 5 2 5Y16" SECTION B -B 13 X,4 8 SECTION A -A NOTE: WS 2.10 Sinqle 09/32" Hole for 03/16" U.S. FOUNDRY -& MFG. CORP. 8351 NW 93rd Street, Medley, FL, 33166-2025 ph: 1-800-432-9709; fax: 305-887-9429 www.usfoundry.com C 2012 U.S. Foundry & Mfg. Corp. All Rights Reservedli USF 7705-FQ Meter Box LOAD CLASSIFICATION: Light Duty MATERIAL: Gray Cast Iron ASTM -A48 Class 35B n RE. ING FNEERI 'PS -0 23-3020 rr OW3 out 18313 PH 012 1/3/2 3 (D Assembly ULS ick.J I z:: N 24" 261„ 27"' B 4' A J B c - Radius 01 AAI \/IC\A/ SECTION VIEW A -A 10 Oldcastle Precast, Inc. 4905 Stough Rood, Concord, North Corolina 28027 Phone: 704-788-4050 Fax: 704-788-4060 SCALE: N.T.S. MB38 —121" Radius �- A MTS ENGINEERING 18331 PINES BLVD. #307 FILE NAME: 462UWMMB380ET.dwg ISSUE DATE: December, 2002 www.oldcastleprecast.com Doghouse Breaklines " 4" r 13" 151" SECTION VIEW B -B 13" x 24" x 12" Series 38 Meter Box (For 1 1/2" Water Meter) 0 2002 owese Preomt SUBMITTALS MTS ENGINEERING 18331 PINES BLVD. #307 PFEMBROKE PINES, FL 33029 ij' To Our Valued Customer: We hereby certify that to the best of our kno,&Iedge and belief that when we distribute S.A. brand brass fittings manufactured by Siam Fittings Co. Bangkok Thailand, they comply with the following standards: SPECIFICATIONS I -DIMENSION AN SI/ASME B16.15 A -A-59617 N1SS- -106 TlIltEADS ANSI ASME 131 20.1 MATERIAL 1 ASTM B584 -08a Alloy C83600: Pb=4.0-6.0% Alloy C89833: Pb=.O I% Max Sincerely, i Y P.O. Box 43127 One Merit Drive Cleveland, OH 44143�-: W.0 Phone; 216 2619800 - Toll Frea: 800 726 9800 - Fax: 800 726 9880 www.meritbrass.com www.rnbwebXpress,00rn CMA.m W, WS 125# IMPORT BRASS FITTINGS SIZE DIMENSIONS 45 ELBOW INCH A B 1/8 0.43 0.26 1/4 0.55 0.35 3/8 0.63 0.37 1/2 0.79 0.45 3/4 0.91 0.52 1 1.07 0.62 1 1/4 1.23 0.67 1 1/2 1.31 0.7 2 1.47 0.75 ' F8 21/2 1.98 0.92 3 2.18 0.98 4 2.62 1.1 MTS ENGINEERING 18331 PINES BLVD. #307 MBROKE PINES, FL 33029 SIZE DIMENSIONS 90 ST ELBOWS INCH A B c 1/8 0.55 0.92 0.28 B 1/4 0.72 1.11 0.32 . . ...... . .. 3/8 0.83 1.24 0.35 0.26 1/2 1.03 1.51 0.45 0.36 3/4 1.19 1.66 0.5 0.43 1 1.43 1.98 0.58 0.5 1 1/4 1.71 2.26 0.67 0.58 1 1/2 1.87 2.46 0.75 0.67 2 2.14 2.98 0.78 0.7 21/2 2.74 3.92 0.92 0.75 3 3.1 4.45 0.98 0.94 4 3.8 5.63 1.08 0.98 SIZE SIZE DIMENSION TEES INCH A A c B 1/8 0.26 0.56 IV 0.26 1/4 0.35 0.69 .. . ... ....... . ...... . ... 3 0.26 3/8 0.37 0.84 1 P9 PE 0.36 1/2 0.45 1.06 0.43 3/4 0.52 1.31 0.5 1 0.6 1.7 0.58 1 1/4 0.67 2.03 0.67 1 1/2 0.7 2.3 0.7 2 0.76 2.81 0.75 21/2 0.93 3.59 '1111111 0.94 3 1 4.16 111 1 ii 0.98 4 1 5.271 - 1.08 0.8 1.05 1.29 1.43 1.68 1.86 1.92 2.2 2.88 3.1 3. ICOUPLINGS rS ENGINEERING 11 PINES BLVD. #307 10KE PINES, FL 33029 DCUMENT REVIEW for wAmm A the desip *a vM it WM documeft 60udwel"dwAn koft F*^ aw Cd onow hft REVIEWED BY: SIZE DIMENSIONS TEES INCH A B c 1/8 0.55 0.26 0.67 IV 1/4 0.72 0.35 0.81 .. . ... ....... . ...... . ... 3 3/8 0.83 0.37 1 1 P9 PE 1/2 1.03 0.45 1.17 3/4 1.19 0.52 1.42 1 1.43 0.6 1.72 1 1/4 1.71 0.67 2.1 1 1/2 1.87 0.7 2.38 2 2.14 0.76 2.92 2 1/2 2.74 0.93 3.49 '1111111 3 3.1 1 4.2 111 1 ii 4 3.8. 1.1 5.31 - rS ENGINEERING 11 PINES BLVD. #307 10KE PINES, FL 33029 DCUMENT REVIEW for wAmm A the desip *a vM it WM documeft 60udwel"dwAn koft F*^ aw Cd onow hft REVIEWED BY: SIZE DIMENSIONS CAPS INCH A G1 G2 1/8 0.08 0.09 0.25 0.19 1/4 0.08 0.1 0.32 0.25 3/8 0.09 0.11 0.36 0.28 1/2 0.09 0.12 0.45 =- 3/4 0.1 0.13 0.5 0.34 1 0.11 0.15 0.58 0.38 1 1/4 0.12 0.17 0.67 1 1/4 1 1/2 0.13 0.19 0.7 0.47 2 0.15 0.22 0.75 0.53 21/2 0.17 0.25 0.92 3 0.19 0.29 0.98 4 0.22 0.36 1.08 SIZE DIMENSIONS INCH A B C LOCKNUTS INCH A B C 118 0.19 0.5 0.04 1/2 1/4 0.25 0.66 0.06 0.62 0.44 3/8 0.28 0.77 0.06 0.71 1/2 0.31 0.97 0.06 2 3/4 0.34 1.23 0.06 1.5 0.74 1 0.38 1.5 0.06 1.22 2.25 0.92 1 1/4 0.42 1.86 0.06 1 1/2 0.47 2.12 0.06 2 0.53 2.63 0.09 SIZE DIMENSIONS INCH A B C 1/8 0.27 0.28 0.24 1/4 0.41 0.37 0.2E 3/8 0.41 0.43 0.31 1/2 0.54 0.56 0.3E 3/4 0.55 0.62 0.44 1 0.69 0.81 O.E 1 1/4 0.71 0.93 0.5E 1 1/2 0.73 1.12 0.62 2 0.76 1.31 0.6E 21/2 1.07 1.5 0.74 3 1.13 1.68 O.E 4 1.22 2.25 0.92 PLUGS`' DATE: REVIEWED -BY:' SIZE DIMENSIONS`' SOLID PLUGS INCH A B C 1/8 0.27 0.28 0.24 1/4 0.41 0.37 0.28 " u" 3/8 0.41 0.43 0.31 z 1/2 0.54 0.56 0.38 '' -- -- - 3/4 0.55 0.62 0.44 y 1 0.69 0.81 0.5 _ 1 1/4 0.71 0.93 0.56 1 1/2 0.73 1.12 0.62 u ; 3 2 0.76 1.31 0.68 21/2 1.07 1.5 0.74 3 1.13 1.68 0.8 I ,,....... .x 4 1.22 2.25 0.92 SIZE DIMENSIONS' CROSSES INCH A B C 1/8 0.54 0.26 0.67 1/4 0.72 0.34 0.81 3/8 0.83 0.37 1 y 1/2 1.03 0.45 1.17 3/4 1.19 0.52 1.42 y 1 1.43 0.6 1.72 _ 1 1/4 1.71 0.67 2.1 1 1/2 1.87 0.7 2.38 u ; 3 2 2.14 0.76 2.92 21/2 3 2.74 3.1 0.93 1 3.49 4.2 4 3.8 1.1 5.31 MTS ENGINEERING 18331 PINES BLVD. #307 PEMBROKE PINES, FL 33029 17 1 DRAWING 4.x`ePmj�k 'ese 5(monents have been revintd for conformance w l' #� ,t and intent and General camrptian:e with the cent+r t h+. Contractor is rpltina< �b'Ii'aEo� r airroiog and a►rretdtauy, °:?, qii-' and dimensions, fabrs ,'�rction me,hcds^� �, ;; s Of this trade vrrth aII tia,he ua+es. O EXCEL € r()NS 1'rAliENn MAKE CORRECTIONS WDICATED FlW TED/l'ut_,8ti' w W' `'�Ilf IT BY: SIZE DIMENSION INCH A B 1/4X1/8 0.44 0.26 3/8X1 /8 0.48 0.25 3/8X1/4 0.48 0.4 1/2X1/8 0.56 0.25 1 /2X1 /4 0.56 0.32 1/2X3/8 0.56 0.41 3/4X1 /8 - - 3/4X1 /4 0.63 0.32 3/4X3/8 0.63 0.36 3/4X1/2 0.63 0.53 1X1/4 0.75 0.32 1 X3/8 0.75 0.36 1X1 /2 0.75 0.43 1 X3/4 0.75 0.5 1 1 /4X1 /4 - - 1 1/4X3/8 - - 1 1 /4X1 /2 0.8 0.43 1 1/4X3/4 0.8 0.5 1 1 /4X1 0.8 0.58 11/2X1/4 - - 1 1/2X3/8 - - 1 1 /2X1 /2 0.83 0.43 1 1/2X3/4 0.83 0.5 1 1 /2X1 0.83 0.58 11/2X11/4 0.83 0.71 2X1 /2 - - 2X3/4 - - 2X1 0.88 0.58 2X1 1/4 0.88 0.67 2X1 1/2 0.88 0.7 2 1 /2X1 - - 21/2X11/4 - - 21/2X11/2 - - 2 1/2X2 1.07 0.75 3X1 1/2 - - 3X2 1.13 0.75 3X2 1/2 1.13 0.92 4X11/2 - - 4X2 1.22 0.75 4X2 1/2 1.22 0.92 4X3 1.22 0.98 0.37 MTS ENGI EERING 0.48 18331 PINES D. #307 0.4 PEMBROKE PI S, FL 33029 0.6 SHOP DRAWING DOC MENT REVIEW 0.5 TAe� dOglln3 fiaMe bean �aMarad bl_tU= WO Ma dCSiga t 00" md MM ad gMW co Illow 1be Cadractor is'BMW* � � ooabact Ooannents. iffm MW dam, Wicl" and cfsh�i St Of IFNs b* WN IN ow coordinatioonn applicable Trades. "ANO EXCEPTIONS TAKEN MAKE CORRECTIONS INDICATED ( RES E !:; IT) DATE:` REVIEWED BY:� SIZE DIMENSIONS" REDUCING COUPLINGS INCH A B C T/ -4X1 /8 0.67 0.81 - 3/8X1 /8 0.67 1 0.92 3/8X1 /4 0.81 1 0.92 1/2X1/8 0.67 1.17 1.17 1 /2X1 /4 0.81 1.17 1.17 1/2X3/8 1 1.17 1.17 3/4X1 /4 0.81 1.42 1.35 3/4X3/8 1 1.42 1.35 3/4X1 /2 1.17 1.42 1.35 1 X3/8 1 1.72 1.56 1X1 /2 1.17 1.72 1.56 1X3/4 1.42 1.72 1.56 1 1 /4X1 /2 1.17 2.1 1.77 11/4X3/4 1.42 2.1 1.77 1 1 /4X1 1.72 2.1 1.77 1 1 /2X1 /2 1.17 2.38 1.8 n 1 1/2X3/4 1.42 2.38 1.8 1 1 /2X1 1.72 2.38 1.8 1 1 /2X1 1/4 2.1 2.38 1.8 2X1 /2 1.17 2.92 2.03 2X3/4 - - - 2X1 1.72 2.92 2.03 2X1 1/4 2.1 2.92 2.03 2X1 1/2 2.38 2.92 2.03 2 1/2X1 1.72 3.49 3.15 2 1 /2X1 1/4 2.1 3.49 3.15 2 1 /2X1 1/2 2.38 3.49 3.15 -" 2 1/2X2 2.92 3.49 3.15 3 x 1 1.72 4.2 3.69 3 x 1 1/2 2.92 4.2 3.69 3 x 2 2.92 4.2 3.69 3 x 2 1/2 3.49 4.2 3.69 4x2 2.92 5.31 4.38 4 x 3 1 4.21 5.311 4.38 MTS ENG G 18331 PINES BLc #307 mc SHOP DRAWING DOCUMENT REVIEW am down* kmbwr*eIN � 3W IN the caoxw Isrespo d6 for oalomw ed e -- d arm and *4"Ift gbmw end ftt4k. end eoor�luliow of gds tpee wipl ell alw e _ _ runVE-FPTIONS TAKEN 'SATE: REVIEWED BY: SIZE DIMENSIONS REDUCING TEES INCH A B C 1/4X1/8 0.65 0.65 0.6 3/8X1 /8 0.81 0.81 0.85 3/8X1 /4 0.75 0.75 0.78 1/2X1 /4 0.87 0.87 0.87 1/2X3/8 0.93 0.93 0.9 3/4X1 /4 1.05 1.05 1.08 3/4X3/8 1 1 1 3/4X1 /2 1.08 1.08 1.11 1X1 /4 1.04 1.04 1.13 1X3/8 1.18 1.18 1.27 1X1 /2 1.2 1.2 1.24 1X3/4 1.3 1.3 1.31 1 1 /4X 1 /2 1.34 1.34 1.53 1 1/4X3/4 1.3 1.3 1.31 1 1 /4X1 1.58 1.58 1.67 1 1 /2X1 /2 1.32 1.32 1.53 1 1/2X3/4 1.42 1.42 1.6 1 1 /2X1 1.55 1.55 1.72 1 1/2X1 1/4 1.72 1.72 1.81 2X1 /2 1.49 1.49 1.88 2X3/4 1.47 1.47 1.84 2X1 1.6 1.6 1.98 - _ 2X1 1/4 1.77 1.77 2.04 2X11/2 2.02 2.02 2.16 21/2X1 1/4 2.16 2.16 2.51 s 21/2X1 1/2 2.39 2.39 2.6 2 1/2X2 2.52 2.52 2.89��� 3X2 2.83 2.83 2.99 3X21/2 2.74 2.74 3.41 4X2 3.05 3.05 3.51 4X3 3.3 3.3 3.6 1 /2X1 /2X3/4 1.22 1.22 1.2 3/4X1 /2X1 /2 1.2 1.12 1.22 3/4X1 /2X3/4 1.37 1.31 1.45 3/4X3/4X 1 1.22 1.22 1.2 1X1 /2X1 /2 1.31 1.22 1.31 1X1 /2X3/4 1.45 1.45 1.37 MTSEN 1X1 /2X1 1.26 1.12 1.36 18331 PIN 1X3/4X1 /2 1.26 1.2 1.36 PEMBROKE 1 X3/4X3/4 1.37 1.31 1.45 1X3/4X1 G�AW 1X1X11/4 INEERING S BLVD. #307 INES, FL 33029 DENT REVIEW M eon Galt Data lmwwl0 lw=6==lftmeftp tm* am No aad omm now to it mm ft=ft TW Co*xW is mpmft tot w*m" aM m 11 W q d and dimaafK *Um and mmhft a>tNelt, of wotdinatton Of Ibb 106 WO a1 olfiet "icabte Imes. m 0AT REVIEWED BY. SIZE DIMENSIONS REDUCING ELBOWS INCH A B C 1 /4X1 /8 0.67 0.81 - REVIEWED BY: 3/8X1 /8 0.67 1 0.92 3/8X1 /4 0.81 1 0.92 1/2X1/4 0.67 1.17 1.17 1/2X3/8 0.81 1.17 1.17 3/4X1 /8 1 1.17 1.17 3/4X1 /4 0.81 1.42 1.35 3/4X3/8 1 1.42 1.35 3/4X1 /2 1.17 1.42 1.35 1X1/4 - - - 1 X 1 /2 1.17 1.72 1.56 1 X3/4 1.42 1.72 1.56 1 1 /4X1 /2 1.17 2.1 1.77 1 1/4X3/4 1.42 2.1 1.77 r' 1 1 /4X1 1.72 2.1 1.77 1 1/2X1 /2 1.17 2.38 1.8 1 1/2X3/4 1.42 2.38 1.8 1 1 1/2X1 1.72 2.38 1.8 11 /2X11 /4 2.1 2.38 1.8 2X1 /2 1.17 2.92 2.03 2X3/4 - - - 2X1 1.72 2.92 2.03 2X1 1/4 2.1 2.92 2.03 2X1 1/2 2.38 2.92 2.03 2 1/2X1 1/2 2.38 3.49 3.15 2 1/2X2 2.92 3.49 3.15 3X2 2.92 4.2 3.69 3X2 1/2 3.49 4.2 3.69 _ 4X2 2.92 5.31 4.38 4X2 1/2 - - - 4X3 1 4.2 5.31 4.38 MTS ENGINEERING 18331 PINES BLVD. #307 PFMBROKE PINES, FL 33029 OW AWW REQ I b abler WO ft . F nd imm capfm vi ftomm IN CmlM U b br ad Mddq d �u1 � gMlt� aA oauMddta MMS, ai Af Mis Iwde �► SII oder �pNuDle bads. EXCEPTIONS TAKEN MAKE CORRECTIONS INDICATED RESUBMIT A JET /R EMIT DATE: REVIEWED BY: SIZE DIMENSIONS 45. ST ELBOWS INCH A B C D ' 1/8 0.26 0.43 0.28 0.79 88.9 1/4 0.35 0.56 0.32 0.87 `"" l'- 3/8 0.37 0.63 0.35 0.91 , 1/2 0.45 0.79 0.45 1.07 Q3 3/4 0.52 0.91 0.5 1.23 " 1 0.6 1.07 0.58 1.42 kllc 11/4 0.67 1.23 0.67 1.65 177.8 1 1/2 0.7 1.31 0.75 1.83 190.5 2 0.761 1.471 0.781 2.14 4 SIZE DIMENSIONS MM FLOOR FLANGES INCH A B C D 1/2 89.3 14 7.1 7.6 88.9 3/4 89.3 15.8 8 7.5 `"" l'- 1 1 102.2 17.8 8.9 76 , 1 1/4 102.3 19.4 9.1 7.5 117.34 1 1/2 115 22.6 9.6 9.1: " 2 140.7 25.2 10.3 9.1 kllc 120.65 25.4 21/2 177.8 139.7 28.57 1 p O� 3 190.5 152.4 30.16 1 .. ppm 4 801kable trades. SNS TAKEN RING D. #307 FL 33029 r REVIEW rM MIs mp *Kt dDgNnE b. Me dl Wdities NQ Eso MIon Rt WhftGTWNS INDICATED RESi15 AT-) RE&Q=MEIT DATE: REVIEWED BY: SIZE DIMENSIONS COMPANION MM FLANGES INCH A B C D 1/2 88.9 60.32 15.08 7.93 3/4 98.55 69.85 15.87 8.73 1 107.95 79.37 17.86 9.52 " 1 1/4 117.34 88.9 20.63 10.31 MTS ENGI 11/2 127 98.42 22.22 11.11 PINES 2 152.4 120.65 25.4 21/2 177.8 139.7 28.57 1 p O� 3 190.5 152.4 30.16 1 .. ppm 4 228.6 190.5 33.33 1 5 254 215.9 36.51 ( !I ( wo 6 279.4 241.3 39.68 � ` ` f�ipo ie Isi ja irmmg and cq sad meA;ldrs 1'iAiiatien APIA Mnctn�rtinn 801kable trades. SNS TAKEN RING D. #307 FL 33029 r REVIEW rM MIs mp *Kt dDgNnE b. Me dl Wdities NQ Eso MIon Rt WhftGTWNS INDICATED RESi15 AT-) RE&Q=MEIT DATE: REVIEWED BY: -,"MOM & gyp- 'q gy, 1'o Our Valued Customer: We hereby certify that to the best of our knowledge and belief all brass nipples nmufficture-d by Merit Brass Coni an contbirni to speeffication AS'FM 13687-88. Nipples are threaded with American Standard taper pipe threads (NPJ') in accordalne with screw -threaded standard tear Federal Services Handbook 14-28. Brass nipples have a weighted average lead content of -<:=0,251N7 and are in compliance with California's Health &- Saf�ty Code Section 116875 (commonly known as AB 1953) and Vermont Act 193, J'his product is Certified by \SF to NISFANSI 61 for use in drinkin,c; �Nvater supplies ofpH 6.5 and above, Sincerely, MERIT BRASS COMPANY ,z Marc Schlessinoer President MTS ENGINEERING 18331 PINES BLVD. #307 MMIRIVI&M DIKICO El 3nf%^r% SHOP DRAWING DOCUMENT REVIEW Um mwf& bane been *I* IN =*== wo me design MW and Intent and jmA c"h= wN go MW dftnmlr&. The COntrad0f is '"Wft 110r mWmW OW Mdft all timlilles and dimensin bMWon and mmhft MgM* of mWifla"On 01 this kadl wN all OPW applicable trades. NO EXCEPTIONS TAKEN MAKE CORRECTIONS INDICAT9PA RESUB�!.t REJECTIED/RIESUBMIT DATlk 11 11 �� REVIEWED BY: F 0. Box 4,3127 - One Me,' WN'e - Clpvetand, OH 4414) -- - ------- Phone� 216 26, 9800 - 3""'A 800 72,55600 * Fax: 600 7A5 98801 - mqw.mmitbii,com * vow nbwpt GROUND KEY ANGLE METER VALVES an 1i 3/4" & 1" 5/8x3/4 5/8x3/4x3/4 5/8x3/4xl 1 Meter size 5/8 Rev. 9-09 5/8x3/4.3/4 Ground key angle meter stop MUELLER `' Ground key angle meter stop 3/4 110° Conductive Compression Connection for CTS;, , MUELLER° Pack Joint Connection for CTS O.D.* tubing x meter Al O.D.* tubing x meter swivel nut** ' swivel nut** 180° turn check - lock wing 180° turn check - lock wing H-14258 Catalog size 5/8x3/4 5/8x3/4x3/4 5/8x3/4xl 1 Meter size 5/8 5/8x3/4, 3/4 5/8x3/4.3/4 1 Pi a size 3/4 3/4 1 1 MUELLER INSTA-TITE® Connection for CTS O.D.* PE ' plastic tubing x meter swivel nut** Catalog size 5/8x3/4x3/4 5/8x3/4xl 1 5/8x3/4x1 5/8x3/4xl Meter size 5/8x3/4, 3/4 5/8x3/4, 3/4 1 Pi e size 3/4 1 1 5/8x3/4, 3/4 1 Pi e size 3/4 1 Ground key angle meter stop 1 MUELLER INSTA-TITE® Connection for CTS O.D.* PE ' plastic tubing x meter swivel nut** 180° turn check - lock wing H-14267 Catalog size 5/8x3/4x3/4 5/8x3/4x1 5/8x3/4xl 1 Meter size 5/8x3/4, 3/4 5/8x3/4, 3/4 5/8x3/4, 3/4 1 Pi e size 3/4 1 1 1 Ground key angle meter stop F.I.P. x meter swivel nut** 1800 turn check - lock wing H-14265 Catalog size 5/8x3/4 5/8x3/4x3/4 5/8x3/4xl 1 Meter size 5/8 5/8x3/4, 3/4 5/8x3/4, 3/4 1 Pipesize 3/4 3/4 1 1 P-14258 j Catalogsize 5/8x3/4x3/4 5/8x3/4x1 I 1 Meter size 5/8x3/4, 3/4 5/8x3/4, 3/4 11 Tubing size 3/4 11 11 H-14266 Catalog size 5/8x3/4x3/4 5/8x3/4xI 1 Meter size 5/8x3/4, 3/4 5/8x3/4, 3/4 1 Pipe size 3/4 11 _ 1 These documents have been reviewed for conformance with the design conceal and intent and general comiiance war IN contract documents. The Contractor is respo rAk for oo ting and cmMng all quantities and dimensions, fabric" and construCllol awihads, aml coordination of this bade with all other applicable Trades. R NO EXCEPTIONS TAKEN MAKE CORRECTIONS INDICATED ( RESIB1AI T REJECTED/RESUBMIT DAV: REVIEWEn- F : * See charts on pages 8D.17 and 8D.18 for tubing and pipe that can be used with this connect' n. ** Meter swivel nuts are regularly furnished with a saddle feature to aid in meter installation suffix of -1 to the catalog number. MUELLER Valves and Couplings are manufactured and tested in accordance with ANSUAWWA C800. Ground key angle meter stop C*V MUELLER INSTA-TITE° Connection for IPS PE* plastic pipe x meter swivel nut** \ ' 180° turn check - lock wing`. H-14266 Catalog size 5/8x3/4x3/4 5/8x3/4xI 1 Meter size 5/8x3/4, 3/4 5/8x3/4, 3/4 1 Pipe size 3/4 11 _ 1 These documents have been reviewed for conformance with the design conceal and intent and general comiiance war IN contract documents. The Contractor is respo rAk for oo ting and cmMng all quantities and dimensions, fabric" and construCllol awihads, aml coordination of this bade with all other applicable Trades. R NO EXCEPTIONS TAKEN MAKE CORRECTIONS INDICATED ( RESIB1AI T REJECTED/RESUBMIT DAV: REVIEWEn- F : * See charts on pages 8D.17 and 8D.18 for tubing and pipe that can be used with this connect' n. ** Meter swivel nuts are regularly furnished with a saddle feature to aid in meter installation suffix of -1 to the catalog number. MUELLER Valves and Couplings are manufactured and tested in accordance with ANSUAWWA C800. 5.8 Rev. 4-01 AM Ground Key Corporation Valve 1/2" -1" GROUND KEY DESIGN CORPORATION VALVE Ground Key Corporation Valve ' Inlet: AWWA taper (MUELLER "CC") thread Outlet: MUELLER 110 Conductive Compression Con - H -15030 nection for CTS O.D. tubing quarter bend connection V 1/2" 3/4" F, MTS ENGINEERING 18331 PINES BLVD. #307 PEMBROKE PINES, FL 33029 SHOP DRAWING DOCUMENT REVIEW These documenls have been revlewed for cmbmm with the design concept and Intent and general cm*iara WD pte wlltract documents. The Contractor is responsible for confirming and 000eog an quantities and dimensioK fabrication and CM$hCfiOn 01111oh and rnnrdinatinn IONS T ME DA?#: REVIEWED BY: Inlet: AWWA taper (MUELLER "CC") thread Outlet: MUELLER® Pack Joint Connection for CTS O.D. * tub - P -15008 ing P-15028 Ground Key Corporation Valve Inlet: AWWA I.P. thread Outlet: MUELLER Pack Joint Connection for CTS O.D. * tub- ing 3/4" 1 v 3/4" 17 *See charts on pages 5.12-5.16 for tubing and pipe that may be used on these connections. $ Requires minimum ordering quantity. Contact MUELLER Customer Service Center for minimum order requirements and availability. NOTE: Sizes shown above represent nominal size of inlet and outlet connections. When two sizes are given, the first is size of inlet and the second is size of outlet. MUELLER® Corporation Valves are manufactured and tested in accordance with ANSI/AWWA C800. SUBMITTALS MTS ENGINEERING 18331 PINES BLVD. #307 pEMBROKE PINES, FL 33029 SHOP DRAWING DOCUMENT REVIEW These documents have been revie* for conlomw with the design concept and intent and general compliance wo the cww documents. The Contractor Is responsible for confirming and aortOng all quantities and dimensions, fabrication and cor1ructlon mdk* and coordination of this trade with all other aoplira fie trades. 'NO EXCEPTIONS TAKEN MAKE CORRECTIONS INDICATE? Rte, r .�tT REJECTED/RESUBMIT OATEN: REVIEWED BY: POLY TUBING INC. )t com LIM i-4087 '22 1.5M CERTIFICATE OF COMPLIANCE Endot Industries, Inc. certifies that the product(s) listed are produced and tested in accordance with the standards listed below and meet or exceed these standards. ENDOPURE,�: 200 PSI - PE 3408 / PE4710 BLUE WATER SERVICE TUBING (CTS) SPECIFICATION SHEET APPLICABLE STANDARDS: NSF Certified by NSF and Listed Under Standard 14 & 61 for Potable Water ASTM D3350 Cell Classification 445574A - for raw material - (445574E for final product) ASTM D2737 Conforms to PE 3408/ PE 4710, 200 PSI, SODR 9 (CTS) AWWA C901-08 Conforms as 250 PSI, SODR 9 (CTS) BOCA Conforms as 200 PSI, SODR 9 (CTS) Product Requirements: Color - Exterior Blue with natural core having no color additives. Ultraviolet Stabilized with a minimum 5 year Florida sun life. Continuous Sequential Footage marks every two feet. Permanent Indent printing in Black with Lot & Date Codes every two feet. Lifetime Warranty with No Pro -rata Reduction for replacement -labor costs. Multiple plant production capability for maximum product availability. WATER SERVICE TUBING (CTS) - ASTM D2737 STANDARD OUTSIDE DIAMETER RATIO (SODR) = 9 NOMINAL NOMINAL MINIMUM WEIGHT STANDARD SIZE O.D. I.D. WALL PER 100 FT. atftkAM 3/4 0.875 0.675 .097 10.3 18331 ^06LVD. #307 1 1.125 0.865 .125 17.1 pEMgRMONES, FL 33029 1-1/4 1.375 1.059 .153 25.5 300/100 1-1/2 1.625 1.253 .181 2 2.125 1.629 .236 For Endot Industries, Inc. Richard G. Kraft, V.P. ales and Marketing www.endot.com - e-mail Theca do w,* 11M been relrimred Iff 00=91 With b desipn concept and intent and general cw0hrot wN the caaW documents. The Contractor is responsible for condhminp and onkag ail Quanffties and dimensions, latxication and constnadion mdkod% aM coordination of this trade with all o0w applicable trades. CORPORATE HEADQUARTERS: 60 Green Pond Road, Ro TENNESSEE OPERATIONS: 400 Bohannon Avenue, Green vi OKLAHOMA OPERATIONS: Mid America Industrial Park, Pryor NO EXCEPTIONS TAKEN 0. NJ' 07866 — 800 443 6368 N 37745 — 800 438 5851— REVIEWED BY: t_. 'AX 973 625 447 ' E .X 423 639 3722 SUBMITTALS MTS ENGINEERING 18331 PINES BLVD. #307 PEMBROKE PINES, FL 33029 SHOP D AWING DOCUMENT REVIEW IT hese do ANN have been reviews l kf MAW= wig the desko Nd inhad and Cenral compliance Wilk 1111 ooaW documents. The Go11r W it respoasihle far sonfirminp and mmlift all guanfit'=.es and dhneaslons, f•«Dricaboo and c&,8,,n td m mods, ad coordination of this trade w11h all other owiicaGte trades. EXCEPTIONS TAKEN MAKE CORRECTIONS INDICATES RE22i:���fli D SUBMIT _ QA: REVIEWED BY: RPZ BACKFLOW Series 400B Reduced Pressure Zone Assemblies Sizes: 3/4" — 2" (20 — 50mm)` Features C • Separate access covers for the check valves and relief valve for ease of maintenance MTS ENGINEERING ES -A-4008 18331 PINES BLVD. #307 F`drlu DOCUMENT CORW"im WN The tw and aerr fal crxnlrllar�e Wo fits eodw documents. is rRaporfwe to; Wlirfttityl MW ctane11% all quan�pjas and dimmsbs, fahri>;suos and cc.nrrocon of Ihia irad6 wilh all othsr utfcataie ' and coordinatian • Top entry -all check internals easily accessible 4006 • All rubber elastomers of chloramine resistant material • -Check valve poppet assemblies are fully guided by innovative plastic seat guide Series 400B Reduced Pressure Zone Assemblies are designed to protect potable water supplies in accordance with national plumbing codes and water authority • Replaceable push -in check valve and requirements. This series can be used in a variety of installations, including the relief valve seat eliminates threads prevention of health hazard cross -connections or for containment at the service from the water way line entrance. • EZ twist relief valve cover -quarter turn This series features two poppet style check valves, replaceable check seats, with locking joint captures the spring load an intermediate relief valve. Its compact modular design facilitates easy mainte- during repair to facilitate disassembly nance and assembly access. Sizes 3/4" — 1 " (20 — 25mm) shutoffs have tee handles. • Innovative check valve plastic cover Specifications bushing provides trouble free guiding of the check valve poppet A Reduced Pressure Zone Assembly shall be installed at each potential health • Bottom mounted relief valve provides hazard location to prevent backflow due to backsiphonage and/or backpressure. reduced installation clearances The assembly shall consist of a pressure differential relief valve located in a zone • Compact, space saving design between two positive seating check valves. Seats and seat discs shall be replace- • No special tools required for servicing able in both check valves and the relief valve without the use of special tools. Service of all internal check valve components shall be through top mounted • Top mounted test cocks for ease in access covers threaded to the main valve body. The check valve poppet assembly testing and reduced installation clear- shall be guided via the use of a corrosion resistant plastic guide. The check valve ances and relief valve seats shall be push -in type. The relief valve cover shall be secured • Standardly furnished with NPT body with stainless steel bolts and shall utilize a quarter -turn locking joint to capture the connections spring load of the relief valve. The relief valve shall have an internal sensing line to Job Job Location Engineer Approval sense the inlet water supply. All rubber elastomers shall be of chloramine resistant material. The assembly shall also include two resilient seated isolation valves, four top -mounted resilient seated test cocks and an air gap drain fitting. The assembly shall be an Ames Company Series 400B. Contractor Approval Contractor's P.O. No Representative Ames product specifications in U.S. customary units and metric are approximate and are provided for reference only. For precise measurements, please contact Ames Technical Service. Ames reserves the right to change or modify product design, construction, specifications, or materials without prior notice and without incurring any obligation to make such changes and modifications on Ames products previously or subsequently sold. www.amesfirewater.com Available Models Suffix: Prefix: B - quarter -turn ball valves S_ bronze strainer LBV - less ball valve A - elbow fitting for 360° rotation Z - inlet & outlet flow up PC - polymer coated LH - locking handle ball valves (open position) C&T - cap & tether test cocks FP - slow close ball valves U - union connections Materials Body: Bronze Discs: Silicone rubber Check Seats: Replaceable polymer Cover Bolts: Stainless steel IMPORTANT: inquire with governing authorities for local installation requirements. Dimensions and Weights Pressure — Temperature Temperature Range: 33°F — 180°F (3°C — 82°C) Maximum Working Pressure: 175psi (12.06 bar) Approvals ���SSIFj"t A55E S 0 ® c QP us 1013 �J C us %"-z" LF and FP models only Approved by the Foundation for Cross -Connection Control and Hydraulic Research at the University of Southern California. (for sizes 3/4" - 2") Air Gaps ------ A ------ B � C ---- AIR GAP MODEL DIMENSIONS A B C in. mm in. mm in. mm lbs. kg. 40OB-AGC 3/4" & 1" 23/8 60 3'/a MT& nNaIN E$ INro 40OB-AGF 11/4" - 2" 43/8 111 8'/ 130 INNES I LVIDJ 2307 pEMBROKE PINES, FL 33029 E-------------------- E 4008, 4008-S bse dire been reviewed br ad== wb tine design and and general c vIance va 1M ooailrxt docummIs. rdiox.,. *XW b responsible in= conlirnbg and modit all quant fles tats.. and Mr1wiction mdkk asd coordinaE n Vada wim all otter appllrat'l"ii irides. TAKEN INDICATED (PFF ' REVIEWED BY: A BC D E (LF) F G H M N 4006 4006-S in. mm in. mm in. mm n. mm n. mm in. mm in. mm in. mm in. mm in. mm in. mm lbs., kgs. I lbs. kgs 3/4 20 121/8 307 77/16 188131/2 88 1 15'/2 3931711/16 195 1 35/8 92 1 21/16 52 1 19/16 40J 15/8 -41133/16 81 18.3 3.7 110.0 4.5 1 25 141/2 368 1 8 202137/8 98 1 193/16 487 93/16 2331 4 102 27/16 62 19/16 40 21/8 541 33/4 95 111.8 5.4 113.8 6.3 T/4 32 181/8 461 11 /16 290151/8 1291 231/4 59111111/16 297 51/8 130 25/8 67 1 21/2 64 21/2 64 41/16 113 22.3 10.1 26.3 11.9 11/2 40 183/4 476 117/16 290151/8 1291 251/16 63711111/16 297155/8 143 31/8 79 21/2 64 1 3 76147/8 124 28.3 12.8 32.0 14.5 2 50 211/16 535 12'/16 307155/8 142 2813/16 7321 133/8 3401515/1, 151137/16 87 21/2 64 39fm 901515/15 151 37.3 16.9 14.9.0 90.4 SUBMITTALS MTS ENGINEERING 18331 PINES BLVD. #307 WBROKE PINES, FL 33029 Been feviewed for woe WO ft design 000 T�" 30 and poral c mpi arse 901k 0" doa�anf , The Cif b rmt"bk for ma l"Tai g am =dog all quarm n and dk"'Ons, Wica#iOfl 1,1,fu . and ccordinaiion Of flds U16 wh all O'har applicable yam. P -TIONS T TE) DATE:REVIEWED BY: { VALVE BOX SECTION A -A SCALE 1 : 6 7 08%" Q 2/" 2 NOTR: WS 3.10 SECTION B -B SCALE 1 : 6 U.S. FOUNDRY & MFG. CORP. 8351 NW 93rd Street, MedlF FL, 33166-2025 Ph : 1-800-432-9 W fax: 305-887 9429 www.usfoundry.com © 2011 U.S. Foundry & Mfg. Corp. All Rights Reserved; USF 7615 ring & FC Cover [Valve Box & Valve Box Cover] LOA CLASSIFICATION: Heavy Duty MATERIAL: Gray Cast Iron ASTM -A48 Class 35B REM BRAN# DRAW1NGUSF7615-FC', Ring 8090004 Cover 12/30/2011 1 PINES BL Y PI=MRR XE PINES, F. 33 029 °D anvr UHAWINU DOCUMENT REVIEW These documents have been reviewed for coniorm m warn the design concept and intent and general comp IM wqb the corft documents. The Contractor is responsible for confirming and correilillap d quantities and dimensions, Iftation and construction methods, and ewdination of this trade with all other applicable trades. NO EXCEPTIONS TAKEN MAKE CORRECTl - - INDICATED DATE: REVIEWED By 6 � THE INFORMATION CONTAINED IN THIS DRAWING 5 THE SOLE PROPERTY OF U.S. FOUNDRY & MANUFACTURINGCORP. ANV REPRODUCTION IN PART OR ASA WHOLE WITHOUT THE WRITTEN PERN 210N OF U.S. FOUNDRY & MANUFACTURING CORP. S PROHIBITED. U.S. FOUNDRY 8 MANUFACTURING -' CORP. RESERVES THE RIGHT TO MAKE MODIFICATIONS i0 DESIGN W THOUT PRIOR NOTICE, DRAWING 6 UNCONTROLLED W HEN PRINTED. W EIGHTS AND DIMENSIONS ARE PROVIDED FOR REFERENCE ONLY ® 2011 U.S. Foundry B Mfg. Co- AN Richls Reserved ' Y11 RX,, Ry B (2) NonPenetrating Pickholes E--- 0 13 /, SECTION A -A SCALE 1 : 8 Y FF 1 411y" SECTION B -B SCALE 1 : 8 1 013" Y FF U.S. FOUNDRY & MFG. CORP. 8351 NW 93Rd Street Medley, -FL, 33166-2025 ph: 1-800-432-9709; fax: 305-887-9429 .._._ www.usfoundry.com © 2011 U.S. Foundry & Mfg. Corp. All Rights Reserved' USF 7630 Ring & FD Cover LOAD CLASSIFICATION: Heavy lluty I I MATERIAL: Gray Cast Iron ASTM -A48 Class 35B n E%l BAANN DRAWING USF7630-FD O 6W1 PIN 2#307 DATE 4/24/1997 ''�1m FLMO WN BY --.._— DBB/OD These documents have teen revWW for co* mance with the design concept and intent and general compliance with Um coaW documents. The Contractor is responsible for cordirming and cmrdtfap all quantities and dimensions, fabrication and construction methods, mW cordination of this trade with all other applicable' tfxks. f NO EXCEPTIONS T,).KEN MAKE CORRECTiO INDICATED t RESUB4.' DATE: REVIEWED BY: SUBMITTALS MTS ENGINEERING 18331 PINES BLVD. #307 PF-MBROKE PINES, FL •3UULJ SHOP Dr.' ° ,:. ;.vET RV1El These ommerais have txvn reviewd for conformance with tea. design concept and intent and gcnerai Can�tiance wo lire Contract documents. The Cor.ractor is msoonsibte for Corrlirming and correlating ail quantities and dintensiooS, falx ation and construction , and coordination of this trade with all other applicabl, i ades. nnamann-. NO EXCEPTIC? :,. % TAKEN MAKE CORRUCT'IONS INDICATED RESUB-1 iT R JECTEDIRESUBMIT DAT)E: REVIEWED EV ' '` POLY PIG