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HomeMy WebLinkAboutN2017-0604PubygW lyl� 4p 100 vic Center Dport Beach ach, CA 92660 II� II III IIIIIIIIII IIIII7 I I� 0 IIIIIIIIII III II Permit Counter Phone (949)644-3311 v Online Inspection Request -u .newportbeachca.gov/Online n,�ya Services Permit No: N1017-0604 Project No : 2608-2017 SCANNED Inspection Requests Phone (949)644-3255 Job AddreSS : 901 DOVE ST NB Thomas:Guide: 889171 Description: COMM REPLACE 70 LF OF FIRE MAIN Parcel#: 4272-211-0 - Legal Desc : P BK 59 PG 22 PAR 1 Owner: Phone: SBS DOVE STREET PARTNERS Tn $ ('` r<^ rth'�.a �� 1r Contractor: FIRE SAFETY FIRST 0� } n',�"a9 Phone: 714-836-4800 X137 Address : 901 DOVE ST #270 Address : 1170 E FRUIT ST NEWPORT BEACH, CA SANTA ANA CA 92701 Contractor State Lic: 599761 Applicant: FIRE SAFETY FIRST License Expire : 08 31, 2018 Phone: 714-836-4800 [ Address : 1170 E. FRUIT ST SANTA ANA CA 92701 Business License: BT00009906 Business Expire : 06 30, 2018 Special Cond.: PRE -CONSTRUCTION MEETING REQUIRED Workers' Compensation Insurance -- W/PW INSPECTOR Carrier : EVEREST NATL WORK IN ROW /TSCP LIMITED TO Policy No: 5300001743 9AM TO 3PM M - F W. C. Expire: 11 01, 2018 Permit Processing Fee: $241.00 Sewer Connection : $0.00 Agreement Fee: $0.00 4TT Box Cover: $0.00 Traffic control Plan Check : $0.00 Total Water Meters: $0.00 Inspection Fee: $330.00 Water Meter Connection : $0.00 Refundable Deposit: $0.00 Total Water Meter Box: $0.00 Street Tree Fee : $0.00 Adjustment : $0.00 Processed By: Utilities Approval Traffic Approval : General Services Approval Date Date Date Date REVIEWED Total Fee $571.00 Paid : $571.00 Balance : $0.00 Receipt No: Other Department : Date : Permit Denied : Date : / / Issued Permit : Date le?/ 5J-617 WORKSHEET FOR ENCROACHMENT PERMIT CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT COMPLETE.COMPILLTE.THE BELOWINFORMATION: PROJECT ADDRESS: �. o l `. '�) i " DETAILED DESCRIPTION OF PROPOSED WORK: E iP ACE 4 PL)/l uA1d Fc /AJ APPLICANT: AL( [ JQ , Cf) Phone: `7(( — W6) lir Email Address: @IF6sr-t�-(iQST_ C) 11 Mailing Address: lr?d .rs ��l ( S i City/State/Zip: SokrrA JJA. Fz?J l OWNER: L—� Phone: qYQ 7 6 &3 Email Address: Mailing Address:nv f 1D J� City/State/Zip: dtuft&T 7A C14 ALL CONTRACTOR INFORMATION IS REQUIRED -PLEASE COMPLETE CONTRACTOR: . _ r 21, Cc T i Office Phone: Company (if different): Jobsite Phone: Other Phone: Email Address: Mailing Address: City/State/Zip: /� I State License Number & Class: �// I Expires:K�3(� City Business License Number: // / — DD(Db q'j0e Expires:Q(3o (' WORKERS COMPENSATION INSURANCE - Certificate of Insurance (Section 3800 Labor Code) Company: ` ' $ i -r 0S . cD Policy No: 36,) 3 (W-3 -('7( Expires: I . : .: REFUNg413LE gEPO$IT 1NfORMATION (!(Applicable} ..21 Refund Payable To .. Mail Refund To: FOR OFFICE USE ONLY Special Conditions of Permit: Wl 1 6R 1V ROW/ TCp 114ARLI —3P/v1 12C 2-01-7 ADDITIONAL APPROVAL REQUIRED FROM THE FOLLOWING DEPARTMENTS Utilities: General Services: Traffic: Fire: Other: Engineering Technician: Public Works Specialist: Date: �Z Permit No. F./users/pbw/shared/ancmacNmaslers/epwoMsheel als zis0b-2oil VAQ Public Works Department 949-644-3311 FEE WORKSHEET FOR ENCROACHMENT PERMIT CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT All Fees Are Non -Refundable Unless Otherwise Stated PROJECT ADDRESS: C _ PERMIT N2017- � r ( > O'C_ NUMBER: APPLICANT:TO BE COMPLETED BY PUBLIC WORKS DEPARTMENT Permit Processing Fee: Public Works Only Other Department Agreement Fee: Preparation of Report/Agreement Document Recordation Fee Monitoring Wells Street/AlleyAlValk Closure: Traffic Control Plan Check Inspection Fee: $241.00� Public Works Field Inspection $275.00 Utilities Field Inspection General Services Inspection Water Quality/Artificial Turf Inspection $817.00 $192.00 P Refundable Deposit: $502.00 Improvements $65.000 Newspaper Rack Inspection 8-1/2" x 11" $65.00 Sewer Connection Fee 24" x 36" $143.00 4TT Box & Cover _ _ _ Additional _ THE FOLLOWING ITEMS REQUIRE APPROVAL FROM THE R I REVENUE DIVISION PRIOR TO PAYMENT OF FEES AI (Water Meter: 13/4" Meter $50.25 11" Meter $121.50 11 1/2" Meter $285.00 11 1/2" Turbine Meter $700.00 12" Meter $425.00 12" Turbine Meter $845.00 13" Meter $3,310.00 14" Meter $4,730.00 l6" Meter $7,190.00 Installation Charge Water Meter Boxes: 1" DFW Meter Box 2" DFW Meter Box $165.00 $121.00 $165.00 $108.00 TBDE]TBD $108.00 $250.00 00 --— $64. —_----- venue Division I proval: I Qty. $528,00" I I $03,24 El 1 $23.24 I Qty. Budget Number Certificate of Compliance Fee (+100% of hriy over 3 hrs) $288.00 5200-5029 Development Services Fee (Plan check hourly) $155+00 5200-5015 Final Tract Map Checking Fee $2,488.00 5200-5026 Final Parcel Map Checking Fee - Moderate $2,488.00 5200-5027 Lot Line Adjustment Fee $1,079.00 5200-5028 Park Dedication Fee Zone _ TBD 405-470_ Street Easement/Vacation Fee (+bola of hriyover 4 hrs) $1,022.00 5200-5031 Street Tree Fee ($700 Planting Fee) TBDI 030-2284 Engineering Tech: Total Amount Due: For Finance Use only h— Per S ctalist Receipt No. 1` / [Iusers/pbw/sM1aredlencroachlmasterslep (rant and back mastersl Rev. 11/8/2017 epfeesheetAs-revised 1118117 2. i:. TERMS AND CONDITIONS OF ENCROACHMENT PERMIT Encroachment Permits may be taken out by the owner of benefited property or a licensed contractor. A licensed contractor must provide a "Letter of Authorization' to allow another party to pull a permit. An approved copy of the permit and construction plan shall be kept at the job site at all times. Work, which has been done prior to issuance of a permit, is subject to rejection/fine. City reserves the right to void permit if work does not commence within 30 days after date of issuance. The Permittee agrees to defend, indemnify and hold the City, its authorized agent, officers, representatives and employees harmless from any responsibility, liability, suit or action of any description arising out of any accident, loss or damage to persons or property occurring as a result of work undertaken under this permit. All work shall be done in accordance with the approved plans, Standard Special Provisions and Standard Drawings of the City of Newport Beach, and in compliance with all applicable State laws and City ordinances. Permittee guarantees all work performed under this permit to be free of hidden and latent defects. Any failures shall be corrected within two weeks after notification to the satisfaction of the Public Works Director. A valid State licensed contractor must perform all construction within the public right-of-way, unless waived by the Public Works Director.. A valid State Contractor License Class A can perform any work in thepublic right-of-way. For construction or connection to water lines a valid State Contractor License Class C-34 is required. For construction or connection to sewer lines a valid State Contractor License Class C-42 is required. All trenching and/or resurfacing shall conform to City Standard 105-L for parkway/roadway and City Standard 140-L, in the alley, where a minimum half -alley width resurfacing shall be provided, unless otherwise directed by the Public Works Dept. Contractors shall obtain permits to perform excavation or trench work from the California Division of Industrial Safety prior to commencing underground construction as required by State law. Walls and faces of all excavations over 5 feet in depth shall be protected by a shoring system, sloping of the ground, or other equivalent means. Trenches less than 5 feet in depth shall be guarded when hazardous ground movement may be expected. The Public Works Department Inspectors must inspect all work in the Public right-of-way. Forms and subgrade must be inspected and approved before concrete is ordered/poured. Sewer, pipelines, and subgrade construction must be inspected and approved before backfilling, or applicant may be required to excavate site. Separate Utilities Department or General Services Department inspections may be required depending on scope of work performed. All trench restoration must be inspected by the Public Works Department. No utility installation(s) shall be allowed over or within 5 feet of any City utilities, unless approved by the Public Works Department. Locale and pothole existing City -owned utilities tie: water, sewer, or street lighting conduits) to verify locations. Maintain a one -foot clearance over or under existing City -owned utilities. Sewer cleanouts require VCR or PVC SDR35 be used with a 4TT box over the riser. Properly lighted barricades must be provided and maintained around all trenches, excavations and obstructions. All signs, flags, lights and other warning and safety devices shall conform to the requirements of the current "Manual of Warning Signs, Sights and Other Devices for the Use in Performance of Work Upon Highways", issued by the California Department of Transportation. If needed,barricades can be obtained from the City at a charge of $10.00 per barricade per day, with a minimum charge of S35.00. It is the responsibility of the applicant to place barricades to protect the general public. Access to fire hydrants must be maintained at all times. Work within or near beach sensitive areas will not be allowed during, City holidays, spring break, Memorial Day weekend, summer between June 15 and September 15, and during the holiday season from December 19 to January 1, unless approved by the Public Works Department. Any work that extends into traffic or parking lanes and impedes the normal flow of traffic requires the applicant to acquire a Temporary Street Closure Permit from the Public Works Department. Access for fire, police and emergency vehicles most be maintained at all times. Traffic Control must be per Work Area Traffic Control Handbook (WATCH). No nighttime traffic lane closures, unless prior approval has been granted. Any lane(s) closure on a major street will only be allowed between 9:00 a.m. and 3:00 p.m. (Monday thru Friday), unless approved by the Public Works Department. Any work affecting the State Highway's traffic or within the Slate Highway right-of-way will require a Caltrans Permit. All vehicles shall be lawfully parked. This permit does not authorize the closure of sidewalks, streets, or alleys for construction access, storage of materials, or parking of construction vehicles unless detailed on an attached Temporary Street Closure. Applicant must notify USA at 1-800-227-2600 2 days before starting any underground construction. Applicant must notify all affected residents 24 hours in advance of restricted access and any inconveniences. Refuse or unused materials shall be removed within 24 hours after completion of the work. If not removed, the City may remove and bill the applicant. Coordinate alley closures with City's refuse pick-up daysby calling 949-644-3066 for the collection schedule so service is not interrupted. To place a dumpster or materials in the public right-of-way, a Temporary Street Closure Permit must be obtained from the Public Works Department. WORKER'S COMPENSATION INSURANC ( ection 3800 Labor Code) I certify that I h ve a Certificate of consent to el -insure, Certi Cate of orker's Com -ns ion suur7ance, or a Certified Copy t rqfo \Q Da . / Signature: CERTIFICATE OF EXEMPTION (Section'3800 Labor Code) I certify that in the performance of the work under this permit, I shall not employ any person so as to become subject to California Worker's Compensation Laws. If, after signing this certificate I become subject to the Worker's Compensation provisions of the State Labor Code, I must comply with the provisions of Section 3700 or this permit shall be deemed revoked. Date: Signature: CONTRACTOR LICENSE EXEMPTION As the Owner of the benefiting property, I certify I am personally performing all work in the Public Right -of -Way. Date: Signature: HOLD HARMLESS STATEMENT I understand that I am locating minor encroachments within the City Right-of- Way/Easement. As property owner it is my responsibility to maintain the encroachments. I will be responsible for replacing the improvements if the City removes them for maintenance of utilities or other public need. I shall indemnify and hold the City harmless for any liability associated with the minor encroachments. Date: Signature: ---------------- 24-hour notice for Encroachme t it I s "c�i� is e uir d by calling Public Works at 949-644-3311. Il 15. Any above ground utility facilities kit re wire documented aiprovai from the adjacent affected property owner(s). 16. Homeowner, contractors, and subcontracotrs may each be liable for violations of Water Quality Laws. Best Management Practices will be enforced. It is against the law to discharge construction debris into the gutter and storm drain. Felony violations of Water Quality Laws are punishable by fines up to $25,000 and/or up to three years in Stale prison plus the full cost to clean up an illegal discharge or spill. 17. If a refundable deposit was paid, applicant must submit a Soils Compaction Certificate or Evidence of a Slurried Backfill and request a final inspection from the Public Works Department. Monies may be held for six months after final inspection before a refund will be processed. 18. No trees in the public right-of-way shall be planted, removed, trimmed, er relocated without approval from the General Services Department, 19. All work in the public right-of-way must meet the approval of the Public Work; Department or corrections will be required (i.e. removals, exposing. connections, etc.). Additional inspection fees may be required. 20. Permit is for standard materials in the public right-of-way only, unless previously approved by Public Works and an Encroachment Agreement has been processed. 21. Permit is valid for "description' of work noted on front only. Addition I work performed may require issuance of a separate perjnit and/or adcRional fees. 1/4/2018 City of Newport Beach Page 1 of 3 4:31:01PM INSP150 - Daily Inspection Request Report Requested Inspection Date : 01/05/2018 Inspection Type : ENCROACH Inspection Area : PW Site Address : 901 DOVE ST A/P/D Information: Activity : N2017-0604 SubType : Status : APPROVED OWNER SIBS DOVE STREET PARTNERS Phone : 0 APPLICANT: FIRE SAFETY FIRST Phone : 714-836-4800 Description : COMM REPLACE 70 LF OF FIRE MAIN Requested'Inspection(s) Item: 10250 FINAL - PW Requested Time: 1/5/2018 12:00:OOAM Requestor: NBIVR Entered By: NBIVR 7145149705 Comments: AM Assigned to: Inspector: �I ) Date: i i19 Time: 1b AM PM Comments: F`/(/4L / Z� ��rNh ADt FJFD F:\UserskPBW\Shared\ENCROACH\MASTERS\FORMS\InsDectorSheeL.doc REPT131 Run Id: 4018 NOTES FOR UNDERGROUND PIPING FOR PRIVATE HYDRANTS & SPRINKLERS 1. Prior to installation, all required permits shall be obtained from the Building Division. 2.Inspections are required: (1) prior to pouring thrust blocks, (2) for hydrostatic testing, and (3) for flush. Call City of Newport Beach automated line at (949)644-3255 or go online at: http://www5.city.newport-beach.ca.us/permits/v3OOpermitsonIine.asp . 3.Installation, inspection, and testing shall conform to If 13 and NFPA 24. 4.Double check back flow prevention valve assembly required. Contact the Newport Beach Public Works Department at (949) 644-3311. 5.Fire hydrant supply piping shall be a minimum of 6 inches in diameter. The lowest operating nut shall be a minimum of 18" above grade and the hydrant flange shall be a minimum of 2" above grade. 6.Fire hydrants shall be a minimum of 40' from all structures. A keyed gate valve shall be provided for each hydrant in an accessible location. Valves shall not be located in parking stalls. 7.AI1 pipe shall be approved for use in fire service systems (Class 150 minimum). Class 200 pipe shall be used where the pressure may exceed 150 psi. 8.All ferrous pipe and fittings shall be protected with a loose 8-mil polyethylene tube. The ends of the tube and splices made for "T"s of other piping components shall be sealed with 2" tape, approved for underground use. Galvanizing does not meet the requirements of this section. All bolted joints shall be cleaned and thoroughly coated with asphalt or other corrosion retarding material after assembly and prior to poly -tube installation. 9.A 12" bed of clean fill sand shall be provided below and above the pipe (total 2411). 10. All bolts used for underground connections shall be stainless steel. 11. A minimum of 30" of cover, from finish grade to the top of the pipe, shall be provided. When surface loads are expected, a minimum of 36il cover shall be provided. 12. Thrust blocks, or other approved method of thrust restraint, shall be provided wherever pipe changes direction. 13. The trench shall be excavated for thrust blocks and inspected prior to pour. All corrosion protection shall be in place. 14. A hydrostatic test (200 psi for two hours or 50 psi over maximum static pressure, whichever is greater) shall be witnessed by an NBFD Inspector. The trench shall be back -filled between the joints to prevent movement of pipe. 15. The system shall be thoroughly flushed before connection is made to overhead piping. Flow shall be through a minimum of a 4" hose or pipe unless otherwise approved by the NBFD Inspector. NBFD Inspector shall witness the flush. 16. Private hydrants, sprinkler control valves, post indicating valves and fire department connections shall be painted OSHA red. 17. All control valves shall be locked in the open position. 18. Contractor shall provide to Fire Department a completed Contractor's Material and Test Certificate for Underground Piping and Aboveground Piping at time of final inspection in accordance with Chapter 10 and 13 of NFPA 13. 19. Provide sign on FDC in accordance with Newport Beach Fire Department Guideline F.03 - Identification of Fire Department onnections. Show sign on plan. 20. Post indicator valves shall be set so that the top of post will be 367) above final grade. 21. The Fire Department connection should be located not less than 18 inches and not more than 4' above the level of the adjacent grade or access level. 22. On site hydrants shall be provided with blue dot reflective markers. 23. Backfill shall be well tampered in layers and wetted under and around pipes to prevent settlement or lateral movement. Backfill shall consist of clean fill sand to a minimum 12" below and to a minimum of 12" above the pipe. 24. Only ductile iron pipe shall be used under buildings. Pipe under buildings shall terminate a maximum of 18" from the exterior wall and six inches above finished floor. A minimum of 2" clearance (interstitial space) shall be provided where the pipe passes through the floor wall. Existing Concrete Building Wall New 4" Schedule 10 Black Pipe New 4" GRV 900 Elbow New 4" Flex Coupling New 4" Pipe I New 6"x411 Starter PC New 6" C900 Pipe Approx. 2 901 Dove St". Emeraenc INSTALLING NEW 6" BACK FLOW DEVICE AND RUN NEW 6" UNDERGROUND FIRE SPRINKLER MAIN TO BUILDING AS DEPICTED IN DRAWINGS. TIE IN TO EXISTING OVERHEAD SYSTEM. Existing 4" Riser - FLEX COUPLNG (TYP) WITHIN 1'-0" OF WALL - New 4" GRV 900 Elbow New 4" Flex Coupling New Pipe Stand / Sway Brace Attachment New 6" Mechanical Joint 90' Elbow Abandon Old Existing Piping and Thrust Block New 6" DIP. New Thrust Block AREA OF WORK {.� SITE MAP Scale: N.T.S. l REVISIONS CONTRACT RESPONSIBILITIES DATE BY DESCRIPTION ITEM f F.S.F. OTHERS STREET WATER CONNECTION X UNDERGROUND WATER MAINS ? X EXCAVATIONS X PAINTING OVERHEAD MAINS & ARMS. DROPS. SSPS SYMBOLS CEILING HT. ABOVE REF. -0o- GATE VALVE(SEE NOTES) g ELECTRIC BELL *13 F-2-71 CA OF PIPE BELOW BOD CA OF PIPE ABOVE REF. ® FIRE HOSE ASSEMBLY g WATER MOTOR GONG (WMG) FLOW SWITCH (FS) FIRE DEPT.CONN.(STANDARD) �0 HYDRAULIC REF. POINT ❑T TAMPER SWITCH -ti- FIRE DEPT. CONN.(FLUSH) LINE DESIGNATION BUTTERFLY VALVE '� FIRE DEPT.CON N.(SIDEWALK) j MAIN DESIGNATION _� ALARM VALVE (ALV) - POST INDICATOR VALVE (PIV) f HANGER # DRY PIPE VALVE KEY GATE SECTIONAL VALVE [Ii UNION -0I WAFER CHECK VALVE WITH ROADWAYBOX -� GROOVED COUPLING (GC) -PI- SWING CHECK VALVE '4' FIRE HYDRANT (3 WAY) SCREWED CAP 0 SYSTEM RISER -6 THRUST BLOCK -� GROOVED CAP -4 INSPECTOR'S TEST .__. .�. 2&4 WAY SEISMIC BRACING --- I SCREWED PLUG GLOBE VALVE (Low lcH) ELEVATION CHANGE IN PIPE 4- FLANGED CONNECTION -4' ANGLE VALVE (NOT THROUGH FLOOR) MANUF r., f (E) Vault I I I I All Bolts 316 Stainless Steel ( 1 BACKFLOW DEVICE N Norlms: CITY OF NEWPORT BEACH VERBATIM NOTES: 1. AN APPROVED ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK ACTIVITIES WITHIN THE PUBLIC RIGHT-OF-WAY 2. IF ANY OF THE EXISTING PUBLIC IMPROVEMENTS SURROUNDING THE SITE IS DAMAGED, NEW CONCRETE SIDEWALK, CURB AND GUTTER, ALLEY/STREET PAVEMENT, AND OTHER PUBLIC IMPROVEMENTS WILL BE REQUIRED BY THE CITY AT THE TIME OF PRIVATE CONSTRUCTION COMPLETION. ADDITIONALLY, IF EXISTING UTILITIES INFRASTRUCTURE ARE DEEMED SUBSTANDARD, A NEW 1-INCH WATER SERVICE, WATER METER BOX, SEWER LATERAL AND/OR CLEANOUT WITH BOX AND LID WILL BE REQUIRED. 100% OF THE COST SHALL BE BORNE BY THE PROPERTY OWNER (MUNICIPAL CODES 14.24.020 AND 14.08.030). SAID DETERMINATION AND THE EXTENT OF THE REPAIR WORK SHALL BE MADE AT THE DISCRETION OF THE PUBLIC WORKS INSPECTOR. 3. ALL WORK RELATED TO WATER IN THE PUBLIC RIGHT-OF-WAY SHALL BE PERFORMED BY A C-34 1 LICENSED PIPELINE CONTRACTOR OR AN A LICENSED GENERAL ENGINEERING CONTRACTOR. 4. ABANDONMENT OF EXISTING UNUSED WATER SERVICE SHALL INCLUDE CAPPING AT MAIN (CORPORATION STOP) AND REMOVAL OF EXISTING WATER METER, BOX AND COVER. 5. REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLY. DEVICE SHALL BE APPROVED BY ' THE CALIFORNIA DEPARTMENT OF HEALTH SERVICES. CALL THE CITY NEWPORT BEACH CROSS i CONNECTION SPECIALIST FOR DEVICE INFORMATION AT (949)718-3412. 6. ALL BACKFLOW PREVENTION DEVICES SHALL BE LOCATED ABOVE GROUND, AND INSTALLED AT CLOSE AS PRACTICAL TO THE WATER METER AND SHALL BE INSTALLED IN A LOCATION THAT IS READILY ACCESSIBLE FOR TESTING AND MAINTENANCE AS APPROVED BY THE WATER DIVISION. BACKFLOW DEVICES SHALL BE INSTALLED ON CITY PROPERTY. 7. IMMEDIATELY AFTER INSTALLATION, RELOCATION OF REPAIR, ALL BACKFLOW PREVENTION DEVICES j SHALL BE TESTED BY CERTIFIED TESTER APPROVED BY THE CITY. NO SERVICE SHALL BE TURNED ON UNTIL THE DEVICE IS TESTED AND CERTIFIED AFTER INSTALLATION. 8. RISERS AND TUBING SHALL BE TYPE "Kit RIGID COPPER AND ALL FITTINGS SHALL BE SOLDER -JOINT (OR THREADED BRASS) PER UNIFORM PLUMBING CODE. 9. STRAINER / HOSE BIB SHALL BE UPSTREAM BEFORE DEVICE. 10. CITY MAY REQUIRE AN APPROVED ENCLOSURE AROUND BACKFLOW IN SOME INSTANCES. I 3" Cap !)Thrust Block (N)6" MJ 900 6' MJ Retainer Gland (N)611x12" FLxFL DIP Spool 6" Underground Pipe From NBWD Vault Detail Scale N.Ts. DWG No. S350DA_1 5PTCIFICA11ON5 MA1ft?IA 5 Model 350DA a Ductile iron body and cover-ASTM A536 The backflow preventer shall have a ductile a Fusion epoxy coated inside & out -FDA iron, fusion epoxy coated body and single n Stainless steel springs & fasteners check cover. The check assemblies shall be of a EPDM rubber seal rings NORYL construction and center stem guided. The assembly shall include a 3/4" by-pass line consisting of a double check valve in series with a water meter. The backflow preventer shall be a Model 350DA double STANf7W b5 COMC'�I,gI ICE check detector assembly as manufactured by ZURN Industries, Inc. - WILKINS OPERATION. a ASSE® 1048 Listed -Horizontal and I�YJ/lY>GYJ-rIGG vertical flow up a Pressure rated to 175 psi • Temperature rated from 33' F to 140' F bIMFN51ON5 & MUH 5 DIMENSIONS (inches) WEIGHT (Ibs.) SIZE A 8 WITHOUT GATE VALVES C O E OS&Y GATE VALVE OPEN E OS&Y GATE VALVE CLOSED F WRHOUi GATE VALVES WITH OS&Y GATE I VALVES 4' 37.25 19.25 4.50 B.W 23.00 1 .GO 6.00 703 313 6' 44.50 23.50 5.50 10.00 31.00 T .00 7.00 765 497 IN5TAlATION (01JIVOOP) I MODEL 350DA 4" (AMERICAN STANDARD) MODEL 3500A d' (AMERICAN ST O) I� I� •:l: v.l r.:l.:irr..: I A - pp 400 600 800 0 500 1000 1500 2000 FILE bid. YURN 0D A WILKINS 350iiiiiiIiiiiiiiiDA INFO EA OF WORK PLAN VIEW S<ala:N.Ts. SPRINK MODEL I STYLE I NPT I K IORIFICEI TEMP. IRESPONSEIFINISH i ABBREVIATIONS BOB' BOTTOM of BEAM Boo BOTTOM OF DECK BOP BOTTOM OF PURUN CSP COMBINATION STANDPIPE FDC; FIRE DEPT. CONNECTION HV l HOSE VALVE N&Cf NIPPLE AND CAP NIC NOT IN CONTRACT NITS NOT TO SCALE OSJ OPEN BAR JOIST PRV PRESSURE RED. VALVE SP I STANDPIPE TOB TOP OF BEAM TOP TOP OF PIPE TOS TOP OF STEEL UONI UNLESS OTHERWISE NOTED ON MOD./FINISH NOTES SYMBOL QTY. " - TOTAL THIS SHEET puma lltings, poet-NdlCatar wales �3 + Flow 1 3 at. or: sled are as port of Wia nssembly. \` t be Insi they Adl bet at game pant 13 Me be tivxnalnam of the below grade 90 ' bend. 2 � 2 4 „ 5 2C mhonam ,D 12 4 30' on". o thiak 11 7 6' mick pggar. bnse 6 7 +5 g 0 Profile- View: not to scale subis Fire sub' to ON. ep no not ep cape w" t3 bell calve gnat -ante (teal tosFa) 'd P3 J aO e�1T Epa 1• nA d 12 Plan View: not to scale a 12 13 ball wlw etmf 6, (teat caduf) CONSTRUCTION NOTES: O1 Approved double sta2rt ,uhda osawnbly. Contact ONE Utilities O Ca erns pym9 AMA ppro ed potable water pipe Dept (t1f "1) for 161. matwtial. Nwa 150 v hlghv. O Long retitle 90' band, FE.FE, cement fired D.I. 1D =laid. ateN pipe auppM, hot dip lialoothd offer fabrkdoes Per 510-522-L Pont to moth piping and O3 Resllsnt wedge gate vdwe. CS A, Y w/flanged shop, vdWlg 4 D.I.P. morlw Ford spool pie.. (FE). 11 d ec Brow stable, spring loadepoppet chk calm .-bly O Brow tee: clocks. O$ 1W lb. PN9 noted flange. Fabdeeted integrally wIN wind. 14 rUmmdyy a f be matched to the mmN line essembl provide lowerghead lose Y to p. x WL4 weld wit0- thinksenatorscr © eft[ be C-d wO ve to mr, meM. Concrete shut be C-500-3250 mix. 13 Magnettic drive, tar heatl Iwo, bpws mete capable of Ol ton, Iodine 90bend, cement lined UA., i< x f£ or,eomw'gng FE a 0unite pfscubicl loco gown. Register shall retard �n NJ ends w/ retaNer 'lone. 14 Brame body. rubber sealed boll calve Nut-o0 with larer Gty supply pipe. Clam 52 marten IbfM pipe poly ogaratu•. el dartmne enstre® anent a 1W (200 whoa applicable) asbestos cement pipe. 15 Install thrust OIW per SiD-510-L-A. GENERAL NOTES: 1. All obs. a tle pyyaG hall be Iminred Rb Apwd el pant systmm eorof o 2 .11 ironer seat cad two (2) of 3 mils to ch) high gl sfihile, med. We, ell he wblue, d. green. dent, 2 All below guts ducide Iron ftthes and pPing shall be enemei In aI-d ei@ ANWA standard in an a ma pd,drywhe wrap. 3. el ry nGe ,bs shall be [ 316 st.1deww steel. Mechanical Ibint bails Mail be manufactured front owner malleable [ran or df-onEnlhwm9 LnrTm Steel. 4. Bak Row devke shall be hostagetl a eoaaaaM granted to City. Mhinum size R 5' wide x to' long. CITY OF NEWPORT BEACH Aeeltavpu: DQPTA'AtTME:�FTl� 1WORKS Y Double Check Detector Double RCM NO.36106 PUOUCN'ORKS DIRECTOR Backflow Prevention Assembly Stela N.T.S. Date Jan.2051 DRAWL\GNOz - % W I Fire Safety First 1170 e FRUIT STREET, SANTA ANA, CA 92701 C10/16/36l%59978fit Ph. (714) 836-4800 Fox. (714) 836-4120 CONTRACT NAME: SCALE: NONE 9O1 Dove St. DRAWN BY: Newport Beach, CA 92663 JM CHECKED BY: MS DESCRIPTION: NOTED ABOVE IN SCOPE OF WORK DATE: SYSTEM DESIGN DATA 11-20-17 HAZARD CLASSIFICATION: SYSTEM AREA: N/A THESE PLANS PREPARED AT: HYDRAULIC SANTA ANA DESIGN DATA: DENSITY GPM/SO. FT. SO. FT./HD. AREA OF APPLICATION: SO. FT. AOSE LLOWANCES: GPM ENGINEERING DEPARTMENT YSTEM REQUIRE ENTS: N/A GPM. AT N/A PSI. AT N/A DRAWING NO.: WATER SUPPLY INFORMATION: STATIC PRESSURE N/A PSI. RESIDUAL PRESSURE N/A PSI. WITH N/A GPM FLOWING CONTRACT NO: TAKEN AT N/A BY N/A DATE N/A, ,46217 - 066 `X