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HomeMy WebLinkAbout6010 AVENIDA ENCINAS; ; AS070037; PermitCity of Carlsbad Sprinkler Permit. Permit No: . AS070037 6010 AVENIDA Job Address: . Status: ISSUED ENCINAS Permit Type: SPRINK Applied 2/15/2007 Parcel No: 2110302800 . Approved: 2/15/2007 Lot #: 0 Reference No.: . . Issued: 2/15/2007 PC #: . Inspector:• Project Title: AUTO DEALERSHIP UNDERGROUND PIPING PLAN CHECK & INSPECTIONS Applicant: EMPIRE PIPELINE SUITE E 1945 CAM INO VIDA ROBLE CARLSBAD, CA 760-603-8088 Owner: 6010 AVENIDA ENCINAS PARTNERS L L C P0 BOX 231594 ENCINITAS CA Fees ($) Add'I Fees ($) Total ($) Balance ($) 406 0 406 0 H THERE ARE NO PLANS ASSOCI ATED WITH THIS..PERM -'IT EMPIRE PIPELINE PLUMBING & UNDERGROUND UTILITIES AUTO DEALERSHIP 6010 AVENIDA ENcINAs CARLSBAD, CA 9,20 1 1. FLOW &VALVE UNDERGROUND FIRE LINE SUPERVISION REQUIRED 1EDULE FIRE DEPT 1 INSPECTIONS AND TESTS 48 HOURS IN ADVANCE PHONE (760) 602-4660 IMPORTANT AGENCY: C17' OF CARLSBAD FIRE DEPT. At EACH Inspection, and at FINAL, Provide Contractor's Material and CONTRACTOR: EMPIRE PIPELINE Test Certificate fof, 1 STSUBMrrFAL :QoERoub PIPING NFPA 24 DATE: 1/18/07 CITY OF CARLSBAD FIRE DEPARTMENT APPROVED Subject to field inspection and required tests, notations hereon, conditions in correspondence and conformance with applicable reguiatcns. The; tarnping of thea fllanr i&l n--.)t be held to permit. orap r6v vioiation ef any law/ UNDERGROUND FIRE SEP/! IS REQUIRED TO BE INSPE if PRIOR TO BURIAL. 1945 CAMINO \'IDA ROBLE. SUITE E. CARLSBAD. CA 92008 PH: (760) 603-8088 F:AX: (760) 603-9733 WWW.EMPIREFIPELINE.312 A SUSIARY OF PHIL RADO INC. A GNEj ENGINEERING CONTRACTOR. LICENSE #760566 AUTO DEALERSHIP 6010 AvENIDA ENcINAS CARLsBADCA92O1 I UNDERGROUND FIRE LINE TABLE OF CONTENTS ST TIEPLAN' (SHEETF) CONSTRUCTION NOTES CONSTRUCTION DETAILS AUTO DEALERSHIP 6010 AVENIDA ENcrs CARLSBAD, CA -9201 1 UNDERGROUND FIRE LINE SITE PLAN (SHEET F 1) PCLSM ,c. DATA TABLE Item # Length I Size jRemarks I 1 60' 1 .6" Jpvc - C900 CLI SO Pipe 2 10' 6" IDuctile Iron Pipe - Flanged . . 3 6" [Connection at building (see Detail A) / 4 6" IDuctile Iron Adapter - Flanged 5 . 6" [Double Check Detector Assembly wl FDC / I; 6 Existing Fire Hydrant 7 Existing Water Main ./ o--G ACUSNED cow_ .T 6O T ($.E / EXiSting Water Main AVENID,A ENaNAS . . 1.€ SITE PLAN SCALE: NTS PROJECT # 20072 Si-SET F-i AUTO DEALERSHIP 6010 AvENIDA ENCINAS CARLSBAD, CA 9201 1 UNDERGROUND FIRE LINE CONSTRUCTION NOTES CARLSBAD FIRE DEPARTMENT NOTES FOR UNDERGROUND PIPThG FOR HYDRA.NTS & SPINKLERS 1. Prior to installation, all required permits shall be obtained from the building and water department's having jurisdiction. 2. Inspections are required: prior to pouring thrust blocks. for hydrostatic testing. and for flush. Schedule all inspections 48 hours in advance. Inspections canceled after 1 p.m. on the day before the scheduled date will be subject to a re-inspection fee. Call CFD inspection scheduling at (760) 602-4660 3. Installation, inspection, and testing shall conform to 1999 NFPA 13 AND 1995 NFPA 24. 4. Fire hydrants shall be approved wet barrel style with a minimum of one 2 1/2" and one 4" outlet. The 4" outlet shall face the fare department access road. All outlets shall be provided with National Standard Threads (NST). 5. Fire hydrant supply piping shall be a minimum of six 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 feet from all structures. A keyed gate valve shall be provided for each hydrant is an accessible location. Valves shai not be located in parking stalls. 7. All pipe shall be approved for use in fire service systems (Class 150 minimum) Class 2.00 pipe shall be used where the pressure may exceed 150 PSI. 8. All ferrous pipe and fittings shall be protected with a loose 9-Mil polyethylene tube. The ends of the tube and any splices made for "T's or other piping components shall be sealed with 2" taper approved for underground use. All bolted joints shall be cleaned and thoroughly coated with asnhalt or other corrosion retarding material after assembly and prior to poly-tube installation. 9. A 12" bed of clean fill sand is required be provided below and above the pipe (total 24"). 10. All bolts used for underground connections shall be stainless steel (316). ii. Full flange gaskets shall be used.. rubber gaskets are not permitted. A minimum o'1 30", of coy; from finish grade to the top of.the pip; shall be provided. When surface loads are expected a minimum of 36" cover shall be provided. Thrust blocks, or other approved method of thrust restraint, shall be provided wherever pipe changes direction. The french shall be excavated for thrust blocks and inspected prior to pour. All corrosion protection shall be in place. A hydrostatic text (200 psi for two hours or 50 psi over maximum static pressure, whichever is greater) shall be witnessed by a CFD inspector. The french shall be backflhled between the joints to' prevent movement of the pipe. The system shall be thoroughly flushed before connection is made to overhead piping. Flow shall be through a niinirnum of a 4" hose or pipe unless otherwise approved by the CFD inspector. A CFD Inspector shall withess the flush. The following flush connections shall be made: 4 in underground main - two (2) 2.5" coupling & hose 4 in underground main - one (1) 4" coupling & hose 6 in underground main- one (1) 4" coupling & hose 8 in underground main- one (1) 4" coupling & hose Larger than Sin - Contact the Fire Prevention Bureau Note: - The flushing operation shall be of sufficient time to ensure thorough cleaning. THOSE SYSTEMS GREATER THAN 4 INCHES IN DIAMETER SHALL REQUIRE THE USE OF A SINGLE LARGE DIAMETER HOSE. A]] flushing shall be coordinated with the appropriate Water Authority and in accordance with the appropriate "Storm Water Protection" requirements of 'Re!ional Water Oualitv Control Board- San Diego Region's reouiremnts for potable water disclares- Order No.R-2002-0020 Private hydrants, sprinkler control valves detector check assemblies, post indicating valves and fire department connections shall be painted OSHA red. All control valves shall be locked in the open position. Valves shall be monitored if they serve 100 or more sprinkler heads. AUTO DEALERSHIP 6010 AvENIDA ENCINAS CARLSBAD, CA 92011 UNDERGROUND FIRE LINE CONSTRUCTION DETAILS DETAIL 'A' BUILDING CONNECTION STANDARD DWG. No. W2 STANDARD DWG. No. W 15 STANDARD DWG. No. W 1 STANDARD DWG. No. W22 Building Connection Detail 'A' TO BYGIEM "" AF —ELECTRIC BELL (WIRING BY OTME:Rfi) L, i4 "0 POTTER rt. i;;i IJ FLOW &IJITCI1 at "0 p. 2" MAIN DRAIN WIll-I 2" ANGLE V 10" CORE FILL VOID MASTIC 6" PLEX 16" FLEX cpv. coUkN\ . U / GIV. COUPLING (.U1, I GROOVED W ELBOW .1- 21-O" APP 2" PIP eu E PPoRr— x20I) j x 1-6GALv. FL. x GR. IaI.I COECO6 POINT OF CONNECTION (E)CONCRE 7-7 . .. .. •-' I _ Dl Li pvc / / ( NEW li-IRUST BLOCK PER I'LF.P.A. 24. TRENCH WIDTH AT TOP OF TRENCH NOT LIMITED TOP OF BACKFILL TO BE SAME \ AS ORIGINAL GROUND AND MATCH ADJACENT UNDISTURBED GROUND .- w Lo in .. ....... ..... ... ... . .... Lu z In .... .. LJ cr LLJ LLJ PIPF 04 WIDTH 0 '.. . . .. . ..... ... ................ ;:.... ... - ...•..:: ... I :•.•..•.••.:ç TOP OF PIPE . . - 0 PIPE ZONE SPRINGLINE Li T- BEDDING BACKFILL TRENCH ZONE WITH NATIVE EARTH BACKFILL OR IMPORTED MATERIAL MARKING TAPE BACKFILL PIPE BASE AND PIPE ZONE WITH IMPORTED SAND HAUNCHING A _PIPE ODIA TRENCHWIDTHINPIPEZONE LIMITED I_ "PIPE DIAMETER I_MIN. I_MAX. Ii"_ THROUGH 8"I 6"I_9" A 10'_ THROUGH 16"I8'_I12"I 18'_ THROUGH 24"I_10"I18" 27" THROUGH 36"I 12" I 24" NO SCALE IILM DESCRIPTION . ISPEC/DWC BEDDING MATERIAL SECf 02223 REV. APPROVED JDATE I CARLSBADMUNICIPALWATERDISTRICT - :-. 6-04 1 ENGINEER DATE TYPICAL TRENCH SECTION CITY STANDARD DWG. NO. W2 I. 39" MAX. (RIGID PIPE) -4 -. LJ END CAP BLOCK. © -_ 1/42/2 rE 1v REINFORCING STEEL DETAIL. ± LL (2 EA. 1W.) I VERTICAL BEND. //N N A=111/4%221/2% 45,5O',6O. '•: '/\/ / _-- : JØ rTr'© o HORIZONTAL & VERTICAL BEND. NOTES: 1T11NCS SHALL BE DUCTILE IRON FOR D.I.P. & P.V.C.; CAST IRON FOR A.C.P. (CEMENT LINED SHORT BODY) FOR A.C. PIPE, A MIN. 3'-3' TO A 6'6" MAX. LENGTH INTO AND OUT OF ALL FilliNGS. I I I El I El I FJ I I I TEE (SIDE CONCRETE SHALL BE 6 SACK, (3250 P.S.I.). A MIN. 3 DAY CURING TIME BEFORE HYDROSTATIC TEST. SEE DWCS. NO. 17 & 18 FOR REDUCER, PLUG, & BUTTERFLY VALVE THRUST BLOCKS. ENGINEER TO PRO\IDE CALCULATIONS FOR THRUST/ANCHOR BLOCK SIZE. 2 POL NC STEEL. 4 I VALVE BOX ASSEMBLY. 5 I FL X RT OR FL X MJ GATE VALVE. REV. IAPPROVED IDATE I CARLSBAD MUNICIPAL WATER DISTRICT CONCRETE THRUST BLOCKS FOR NON-RESTRAINED JOINTS 6-01 CITY ENGINEER flAlt STANDARD M. NO. W15 I 40 30 20 10 ws~ Inv MM OEM Mt KM -- __ ____ _______ ___••i____.______. ____________ ME 4 6 8 10 12 14 16 NOTES: PIDC Diameter in Inches 1. BASED ON 225 PSI TEST PRESSURE AND BEARING VALUES OF DRY SOILS. VALUES FROM CURVES ARE FOR TEES AND DEADENDS, I.E. ; STRAIGHT LINE THRUST. FOR 90 BEND: 1.4 VALUE FROM CURVE. FOR 45 BEND: 0.8 VALUE FROM CURVE. . - . FOR 22 /2 BEND: 0.4 VALUE FROM CURVE. FOR CONDITIONS NOT COVERED BY CURVES SPECIAL THRUST WALLS, THRUST BLOCKS AND ANCHORS MUST BE CALCULATED AND APPROVED. RE\I. IAPPROVED IDATE CARLSBAD MUNICIPAL WATER DiSTRICT I I I CITY ENGINEER DATE I THRUST BLOCK BEARING AREAS I I tSTANDARD M. . W19 ji GATE VALVE 1 CHECK VALVE 1 CHECK VALVE 2 I: . . 1 ........ GATE VALVE 2 SECTION BY PASS METER W/ DOUBLE CHECK VAL\IE PUBLIC PRIVATE BY PASS _ _ I PIPING® © (1 PER PLAN. T°° 'MIN I MIN.(TYP.) MA 6 6 PLAN CONSUMERS RESPONSIBILITY DRAWING SHOWS MINIMUM REQUIREMENTS By CMWD FOR THE DDCV ASSEMBLY. MODIFICATIONS MA HIS Y_BE_ REQUIRED _FOR _FIRE _MARSHAL'S _APPROVAL ITEM I DESCRIPTION SPEC /DWG 1 1 APPROVED DOUBLE CHECK VALVE AND DETECTOR ASSEMBLY. 2 FL._90_ BEND TEE _OR_ _WITH _HOSE_FITTINGS 2A DEPENDING ON THE PIPELINE MATERIAL SHOWN ON PLANS, 90 BEND CAN BE FLXPO OR FLXMI 3 4 INCH _THICK _CONCRETE _PAD _(2000_PSI). 4 FL. 10 GA CML&C C-150 STEEL SPOOL WITH S.O.W.O. FLANGE. 5 THRUST BLOCKING (3250 PSI). 560-C-3250 - 1. 6 1 POLYETHYLENE WRAP 7 1 6" MINIMUM DIAMETER - REDUCE DIAMETER IN RISER. ABOVE FINISH GRADE WHEN NECESSARY. REV. 1APPROVED IDATE I CARLSBAD MUNICIPAL WATER DISTRICT ABOVE GROUND DOUBLE CITY ENGINEER DATE STANDARD DWG. NO. W22 CHECK VALVE DETECTOR ASSEMBLY