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HomeMy WebLinkAboutW_5358_S_J ~ 1--~ en ::::> U) ~ (.) w I (.) z <( _J a.. BAYSIDE DRIVE VICINITY MAP NOTTO SCALE / AREA OF WORK---~ BEACON BAY s: ► ;u z rn ~ rn z C rn LOCATION MAP NOTTO SCALE Buck ( CITY OF NEWPORT BEACH BAYSIDE DRIVE/ MARINE AVENUE NEW FIRE HYDRANT INSTALLATION FIRE SYSTEM- 1. FIRE SYSTEM PIPING TO BE INSTALLED BY A CONTRACTOR WITHA C-16 LICENSE. 2. APPLICABLE PUBLICATIONS: APPLICABLE CODES -THE MARINA FIRE SYSTEM SHALL BE DESIGNED IN ACCORDANCE WITH THE FOLLOWING CODES AND IS SUBJECT TO FIRE DEPARTMENT REVIEW AND APPROVAL. 2.1. 2010 CALIFORNIA FIRE CODE 2.2. CITY OF NEWPORT BEACH FIRE STANDARDS 2.3. NFPA 14 -STANDARD FOR THE INSTALLATION OF STANDPIPES AND HOSE SYSTEMS (LA TEST EDITION) 2.4. NFPA 303 -FIRE PROTECTION STANDARD FOR MARINAS AND BOATYARDS (LA TEST EDITION) 3. FIRE SYSTEM PIPING AND STANDPIPES SHALL BE TESTED HYDROSTATICALLY AT NOT LESS THAN 200 PSI FOR 2 HOURS. THE ACCEPTANCE OF TESTING WILL BE REQUIRED AS REFERENCED IN N.B GUIDELINE F.01. 4. ALL DEVICES AND MATER4IALS USED IN STANDPIPE SYSTEM SHALL BE UL LISTED OR FM APPROVED. 5. 2; INCH OUTLET SHALL NOT BE LOCATED LESS THAN 3' OR MORE THAN 4' ABOVE DOCK. 6. 3A:40BC FIRE EXTINGUISHER IS REQUIRED AT EVERY STANDPIPE LOCATION. 7. MATERIALS AND EQUIPMENT: 7.1. ALL MATERIALS AND DEVICES SHALL BE UL LISTED OR FM APPROVED FOR FIRE PROTECTION USE. 7.2. THE MATERIALS AND EQUIPMENT SHALL BE A STANDARD PRODUCT OF THE MANUFACTURER. WHERE TWO OR MORE UNITS OF THE SAME EQUIPMENT ARE REQUIRED, THESE UNITS SHALL BE THE PRODUCT OF A SINGLE MANUFACTURER. ALL MATERIALS SHALL BE DELIVERED TO THE JOBSITE NEW AND UNUSED. ALL MATERIALS SHALL BE WEATHERPROOF AND SUITABLE FOR A CORROSIVE MARINE ENVIRONMENT. NO FERROUS MATERIALS SHALL BE USED UNLESS SPECIFICALLY CALLED FOR HEREIN OR ON THE DRAWINGS. 7.3. ALL MATERIAL AND EQUIPMENT SHALL BE WORKED INTO A COMPLETE, CONVENIENT AND ECONOMICAL SYSTEM OR SYSTEMS; ALL APPARATUS, PARTS, MATERIALS, AND ACCESSORIES WHICH ARE NECESSARY TO ACCOMPLISH THIS RESULT SHALL BE FURNISHED AND WORKED INTO PLACE. MANUFACTURER'S INSTRUCTIONS, WRITTEN OR OTHERWISE, SHALL BE FOLLOWED, UNLESS SUPERSEDED HEREIN. 8. HOPE/ PVC PIPE & FITTINGS: FIRE SYSTEM PIPING LOCATED ON FLOATING DOCKS SHALL BE HIGH DENSITY POLYETHYLENE (HOPE) DR-9.0 RATED FOR THE INTENDED USE WITH WELDED JOINTS. 9. FLEXIBLE HOSE: FLEXIBLE HOSE FOR FIRE WATER CONNECTIONS FROM SHORE TO DOCK AT GANGWAY SHALL BE GOODYEAR PLICORD SUPER BLACK FLEXWING WITH 250 PSI W.P. WITH FACTORY INSTALLED PIPE FITTINGS 10. PIPE HANGERS AND SUPPORTS: PIPE HANGERS, SUPPORTS, CLAMPS AND STRAPS SHALL BE PURCHASED OR FABRICATED FOR THE APPLICATION, AND COMPATIBLE WITH THE PIPE MATERIAL CHOSEN. PIPE STRAPS SHALL BE STAINLESS STEEL. 11. PVC PIPING ON LAND SHALL BE C900 WITH MJ FITTINGS. NOTIFICATIONS: 1. CONTRACTOR SHALL PROVIDE CITY (7) DAYS NOTICE PRIOR TO WORK BEING PERFORMED, ALLOWING THE CITY TO NOTIFY THE HOA AND AFFECTED PARTIES. THIS NOTICE SHOULD INCLUDE: DETAILS OF THE WORK TO BE PERFORMED, HOURS OF WORK, TRAFFIC AFFECTED, AND A PROCEDURE FOR HANDLING TRAFFIC. 2. CONTACT THE UTILITIES CREW CHIEF AT LEAST 48 HOURS PRIOR TO ANY NECESSARY SHUTDOWNS OF WATER MAINS OR VALVES: MATT BULLMAN (949)-718-3410 (949)-644-3011 (MAIN PHONE NUMBER) Bellingham MA:j.INE The World's Most Comprehensive This drawing contains proprietary information which is the property of Bellingham Marine Industries, Inc., and EMERGENCYTELEPHONENUMBERS AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH COUNTY SANITATION DISTRICTS OF ORANGE COUNTY COMCAST CABLEVISION COX CABLE UNDERGROUND SERVICE ALERT SHEET INDEX REVISION SHEET DESCRIPTION DAY NIGHT (714) 634-3028 (714) 634-3129 (800)611-1911 (800) 611-1911 (714) 666-5711 611 (949) 644-3012 (714) 644-3717 (714) 593-7625 (714) 593-7625 (714) 334-9897 (714) 338-2051 (949) 546-4100 (949) 546-4100 (800) 422-4133 (800) 422-4133 &3/25/15 1 &3/25/15 2 TITLE SHEET, VICINITY MAP, LOCATION MAP, AND NOTES SITE PLAN &3/25/15 3 4 5 6 CITY OF NEWPORT BEACH DETAILS/MODIFIED HYDRANT DETAIL CITY OF NEWPORT BEACH DETAILS TRAFFIC CONTROL PLAN -PHASE 1 TRAFFIC CONTROL PLAN -PHASE 2 CITY OF NEWPORT BEACH STANDARD DRAWINGS TRENCH RESURFACING PIPE BEDDING WET BARREL FIRE HYDRANT THRUST BLOCKS VALVE BOX COVER & RISER DOUBLE CHECK BACKFLOW PREVENTION ASSEMBLY STD-105-L STD-106-L STD-500-L STD-510-L STD-511-L STD-517-L PROJECT NUMBER: CITY OF NEWPORT BEACH 14-3-807 BAYSIDE DRIVE/ MARINE AVENUE ENGINEER/ DESIGNER: NEW FIRE HYDRANT INSTALLATION 1 3-25-15 REVISIONS MADE PER NBFD PLAN REVIEW COMMENTS. DM Marina Builder Southwest Division 8810 Sparling Lane Dixon, CA 95620 shall not be copied, reproduced or made available to third parties without prior written permission from Bellingham Marine Industries, Inc. UNIFLOAT®, UNIDECK® and© Bellingham Marine Industries, Inc. PROJECT MANAGER: ----+- Knowwhat'sbelow. ,_N_O_.~D_A_T_E~ _____________ D_ESCRIPTIO_N _______________ ~B_Y---l Call 811 before you dig. REVISIONS TEL: (707) 678-2385 FAX: (707) 678-1760 CHECKED BY: TITLE SHEET ABBREVIATIONS ACP B.C. C.B. CL DCD D.I.P. E E.G. E.C.R. EXIST G G.B. INV M.J. P.C.C. PROP. PVC s S.C.E. S.D. S.F.M. STA. ST. LT. ST. STA. TELE V.C.P. w ASBESTOS CEMENT PIPE BEGIN CURVE CATCH BASIN CENTERLINE DOUBLE CHECK DETECTOR DUCTILE IRON PIPE ELECTRIC END CURVE END CURB RETURN EXISTING GAS GRADE BREAK INVERT ELEVATION MECHANICAL JOINT POINT OF COMPOUND CURVATURE PROPOSED POLY VINYL CHLORIDE SEWER SOUTHERN CALIFORNIA EDISON STORM DRAIN SEWER FORCE MAIN WATER LINE STATION STREET LIGHT STREET STATION TELEPHONE VITRIFIED CLAY PIPE WATER SYMBOL LEGEND ~ ® 0 ------- FIRE HYDRANT VALVE BLOCKWALL VEGETATION PROPERTY LINE WATER LINE ---(W)--- BUJLOJNQ: PROPOSED INSTALLATION ACCEPTABLE TO NEWPORT BEACII FIRE DEPARTMENT FIRE PREVEN ION DIVISION SCALE: •••• • •••• ••• • •••• • •••• • •••• ••• • • • • • ••••• • • •• • • •• N.T.S. (Sheet Size 24" x 36") DRAWN BY: DM rn :x, a: {_ 2.-'J/-/6 EXP. DATE: 03-25-2015 Ci\/1\. SHEET NO.: OFCM-~ 1 0~ ?.o 2or~ DRAWING: T1 • • •••••• • • • • • • • •• • • • • • • •• • • •••• • ••••• •••••• • • • • • • ••••• • • •••• _J ~ I--~ Ill => Cl) ~ u w I u z <( _J 0... -~ Knowwhat'S below. Call 811 belore you dig. :-· I I I \ I I __J I \ W21 DEMO ·1 1 3-25-15 , REVISIONS MADE PER NBFD PLAN REVIEW COMMENTS. NO. DATE DESCRIPTION REVISIONS \ I I I \ I I I I [ W10 [ W1 [ r DM BY "( __ I INSTALL FIRE ALARM ON WALL ABOVE DCD WITH SIGN: W5 W24 "FIRE ALARM" ---l----+-7' 1" TALL RED LETTERING OVER WHITE BACKGROUND I W15 -+--tt-----'I W27 ----+-tJ-4 W26 W4---J---i CAT 5 PHONE WIRE TO PHONE BOX - LOCATED AT BOTTOM OF GANGWAY &~.._,,_,._.,.___, \ J CENTER MEDIAN W10 N \ W4 POC \ :: \ W14 \ q --+1----r-~ W1 W5 REPAIR STREET - LK -+--pER STD-105-L-B (,h).,~ W28 I REPAIR SIDEWA --, 1 W27 ~-PER STD-180-L I \ 1----W13 D I -7 __ I SEE SHEET F1 POC FOR DOCK FIRE -- PROTECTION f l -~: J ",-)" {I '1 \ \ 1 1 I \r-r/~ CURB FACE I I I I ' I I, 1, I I ~\ 1'·~ \ '11 '1 ~ 11 I ' \ 1 , ',,, I I '1 \ \ ~GUTTER \ r~ I \ \ '1 '1 I 1,1 0 PR LANDSIDE FIRE SITE PLAN scale: 1" = 4' I I I I~ I- I I ! I I[ I f Bellingham This drawing contains proprietary information which is the property of Bellingham Marine Industries, Inc., and PROJECT NUMBER: CITY OF NEWPORT BEACH BAYSIDE DRIVE/ MARINE AVENUE NEW FIRE HYDRANT INSTALLATION MAi,.INE The World's Most Comprehensive Marina Builder Southwest Division 8810 Sparling Lane Dixon, CA 95620 TEL: (707) 678-2385 FAX: (707) 678-1760 shall not be copied, reproduced or made available to third parties without prior written permission from Bellingham Marine Industries, Inc. UNIFLOAT®, UNIDECK® and © Bellingham Marine Industries, Inc. 14-3-807 ENGINEER/ DESIGNER: PROJECT MANAGER: CHECKED BY: NEW FIRE HYDRANT INSTALLATION SITE PLAN CONSTRUCTION NOTES: W1 EX 12" DIP W2 EX 6" DIP OR ACP (VERIFY IN FIELD} W3 EX 4" DIP OR ACP (VERIFY IN FIELD) W4 6" PVC C900 (MJXMJ} W5 4" PVC C900 W10 EX6"TEE W11 4" X 6" REDUCER W12 6" X 6" X 6" TEE (MJXMJXMJ) W13 4" X 4" ELL (MJXMJ} W14 6" CONNECTION TO EX VALVE W15 4" x 4" x 4" DIP TEE (MJXMJXMJ} W20 EX6"VALVE W21 EX 4" CHECK VALVE W22 EX SHUT OFF VALVE STANCHION W23 EXFDC W24 4' DOUBLE CHECK DETECTOR (DCD) PER STD-517-L CONNECT TAMPER SWITCHES TO PROPOSED FIRE ALARM LOCATED ABOVEDCD, W25 NEW 6" DIP SHUT OFF VALVE W/WHITE COVER PER STD-511-L •••• • •••• ••• W26 2 WAY FREE STANDING 2.5" X 4" FIRE •• :. DEPARTMENT CONNECTION • & W27 4" FULL-PORT CHECK VALVE • 1 r.x2::<8:---':,PO?':,Si;STclNCD~C?.'Ai-:::TOx:R;;-Vv-AvLVVEVv~~---------: : : : W2 4" FLOW SENSOR • •. •FLOW SENSOR SHALL BE MONITORED • BY PHONE SYSTEM LOCATED ON • BOTTOM OF DOCK. IN THE EVENT OF : •• : • WATER FLOW WITHIN THE PIPING • • • SYSTEM, AN AUTOMATIC EMERGENCY•. • CALL SHALL BE MADE TO MARINA MAINTENANCE PERSONNEL WHO SHALL BE AVAILABLE 24 HOURS PER DAY. FLOW SENSOR SHALL ALSO BE CONNECTED TO PROPOSED FIRE ALARM LOCATED ABOVE DCD. SCALE: N.T.S. (Sheet Size 24" x 36") DRAWN BY: DM DATE: 03-25-2015 SHEET NO.: 2 DRAWING: W1 • • •••••• • • • • • • • • •• • • • • • •• • ••••• • ••••• •••••• • • • • • •••••• • • •••• _J ~ I--~ co ::::> (/) ~ 0 w I 0 z ::i 0.. Know whafs below. Call 811 before you dig. WET BARREL FIRE HYDRANT (SIMILAR TO CITY OF NEWPORT BEACH STD-500-L) VALVE BOX COVER AND RISER PER STD-511-L PCC (SIDEWALK 141 (D AVK FLOWGUARD II 10 L 2' 3' CONSTRUCTION NOTES: 6" PVC C900 PIPE 6" DIP SHUT OFF VALVE w/ WHITE COVER. AMERICAN AVK RWGV, SERIES 65 w/ 316 S.S. HARDWARE 6" x 36" DUCTILE IRON HYDRANT RISER z ~ co (") ) j' ,. . ff L L ' ' ' L /' " L ' l [JJ [2J rn @l HYDRANT: JONES J-3700 w/ (1) 4" OUTLET TO CURB FACE and (1) 2 1/2" OUTLET PARALLEL TO CURB FACE. IN COMMERCIAL & HIGH DENSITY ZONES USE BRONZE 6" x 4" x 2 1/2" x 2 1/2" JONES J-3765 HYDRANT OR 6" x 4" x 4" x 2 1/2" JONES J-3775 HYDRANT. [fil ffil [II [[] [ID [IQl 6" x 6" BREAKABLE HYDRANT FLANGE SPOOL BREAKAWAY BOLTS AND FLANGE GASKET; 6 HOLE PATTERN. CAST BRONZE TAPERED OUTLET CAP. PLASTIC CAPS ARE STRICTLY PROHIBITED. CONCRETE THRUST BLOCK PER STD-510-L-A. TRACING WIRE: ATTACH OUTSIDE OF THE VALVE RISER. 18" OF WIRE SHALL BE DROPPED INTO THE RISER FROM THE VALVE BOX. 6" x 6" x 4" DUCTILE IRON TEE GENERAL NOTES: 1. CAPS & OPERATING VALVE STEMS SHALL HAVE 11/8" PENTAGONAL OPERATING NUTS. 2. ALL FLANGE BOLTS SHALL BE TYPE 316 STAINLESS STEEL COATED WITH ANTI-SIEZE COMPOUND (EXCEPT WHERE OTHERWISE NOTED). 3. PAINT FIRE HYDRANT WITH (2) COATS OF WHITE, RUSTOLEUM PAINT. 1---t-----t--··· Bellingham MAi,INE ---------- ------------------- 1 3-25-15 REVISIONS MADE PER NBFD PLAN REVIEW COMMENTS. OM NO. DATE ____ DESCRIPTION ------------------------------~---, BY REVISIONS The World's Most Comprehensive Marina Builder Southwest Division 8810 Sparling Lane Dixon, CA 95620 TEL: (707) 678-2385 FAX: (707) 678-1760 This drawing contains proprietary information which is the property of Bellingham Marine Industries, Inc., and shall not be copied, reproduced or made available to third parties without prior written permission from Bellingham Marine Industries, Inc. UNIFLOAT®, UNI DECK® and© Bellingham Marine Industries, Inc. PROJECT NUMBER: 14-3-807 ENGINEER/ DESIGNER: PROJECT MANAGER: CHECKED BY: i I I Cement mortar lln..:t MJ d1.n:lile lr<lfl tee will! 8' FE ou~tt • ChlHI V on 'fee. of oot1c,.a\• curb In l~I with wtlVI. 3" lettr, i• dup. Va!w box ac'N' and r1Hr .. "" s10-e11-L A.C. pa\lffl'lent i----21·-- • For to~_ptng tnstelJl.allon to exl1t1n; main■ rohr to S'ID-501-l CONSTRUCTION NOTES: (D e· c-m P, v.~ pipe, ffi ~""~~'v"V-V-~~~~._,-._: © 8" At11l;ent wed~e 90lt wive. FExMJ With Nllalntr ;tarid; American AVK RWGV Series 65 w/ 316 S.S. HARDWARE @ e"><Je" duottlt Iron h)'lront bury, pud\-on or Mi © Flre h)'diront lhcll!I bt bronre s•x4"',:2Ji" Jones J-3700. H)'drgnt ehotl be 9qu'w9d wU:h 1-♦• outlli; nonm!I to curb fco. and i-2.li" O!Jtltt poro!la! to -curt laoe. In -eommerdal & hl;h d411'1ail)' ~-Ufl bronu ll"x4"xZJ.f:",:2'i_" Jonfl J-376& h)dront or 8",:,4,•x4•X"2Ji• Jones J-3775 h)'drant. © e•~• b,..koblo h)<lronl ~ClllQO ,pool, © Br.akOW<:1.Y belt, Gnd flcn~• -9111\citt; !I hdl i,,attem. (v Catt bronze tcptred hydreint outlfl cap. Pldatlc cap• a,., ■trlctly prdlibitH. © Con,,.to thn,.t blod< p,r S'fD-,S10-L-~. @ 1bt trOClfnQ -wire IMII be attciohtd outl4dt tht YClVI rl'W ancl 18"' or Wlrl lhdl bti drop Jnto tht r1Hr /rem ll1t vol vt bo>. GENERAL NOTES: 1. Cop• &: optrQtin9 'iOI.,. 1ttm1 shall ha..,. ,,.. pentogo"al op1tt1tTrtg nuts. 2. All flongt b01b shall bt l}t:lti ;JUI etaln!tn steel cooit.d with antl-Hlz:t eornpOl.lnd (-tX<:tpt w~n othwwlH ri-ott-d). 3. Paint flre hydrant ~th 2 ooata o1 whito, Rustoleum patnt. CITY OF NEWPORT BEACH rUBLIC WORKS DEPARTMENT APPROVED: WET BARREL FIRE HYDRANT RCE NO, 36106 PUBLIC WORKS DIR.!iCTOl\ Dr1wn: M Ellas DRAl\1NG NO, CITY OF NEWPORT BEACH BAYSIDE DRIVE/ MARINE AVENUE NEW FIRE HYDRANT INSTALLATION NEW FIRE HYDRANT INSTALLATION CITY OF NEWPORT BEACH STANDARD DETAILS/MODIFIED HYDRANT DETAIL ix: EXP. ~--'-....,_, * Cl'J\\. OFC"-1,;_ •••• • •••• ... • •••• • •••• • •••• ••• • • • • • •••••• • • ••• • • • •• • SCALE: N.T.S. (Sheet Size 24" x 36") DRAWN BY: DATE: SHEET NO.: DRAWING: OM 03-25-2015 3 W2 • • •••••• • • • • • • • •• • • • • • • •• • • •••• • ••••• •••••• • • • • • •••••• • • • ••• ...J j:: I--~ ro :::) U) ~ 0 w I 0 z <( ...J Q. TYPES OF PAVEMENT REPLACEMENT 1. TRENCH RESURFACING IN PORn.AND CEMENT CONCRE11: PAVE:MENT SHALL BE P£R STANDARD SPEC/FICA710NS SEC710N J06-1.5. EXCfPT THAT CDNf,p.fTf SHALL BE B' 7HIC/( MINIMUM Ci.ASS 56CcC-J25¢ AND IS DOWEL.780.C. 11!11i EPOXY COA 1/NG. 2. TRENCH RESURFACING IN ASPHALT CONCRETE PAVEMENT SHALL BE PER STANDARD SPEctF1CA TIONS SEC110N JOB-1,5, EXCEPT 1HAT: A. ASPHALT CONCRETE SHALL BE PLACED IN UFTS NOT TO EXCEED 4" THICK. B, APPLY TACK COAT AND FEA7'!ER NE:W PAVE:ME:NT AS NECESSARY TO SEAL THE CONTACT ,JOINT AND ELIMINATE PAVEJJE:NT DEPRESSIONS 1147'!/N ONE: FOOT OF THE CONTACT JOINT. >Ir C. COLO PLANE EXIS71NG A.C. PAVEMENT (2• MINIMUM DEP7'i). EXACT .l!f"2nl TO SE orn::RMJNtD SY 71/E FIELD ENGINEER. ** NO PIECES LESS THAN 15' ll!DE BETWEE:N PATCH AND NEAREST JOINT OR CURB AND GUTTEF?. fr~** * * 18" 18" 24' MIN. i,..v....,t,,""'·--+--"'~"""". "'--""" v.frl!fs 5' MIN. ... "• .. , .. . : .... : . : . . . .. ' ... ·-·· .• . .. ASPHALT TRtNCH RtsTORATION CONCRtTE: TRtNCH RtSTORA TION NOID STREETS/AJJ.£YS REW/TL Y (LAST 5 1£4RS) SLURRIE:D/RfSURFACE:D/BUILT Sl1ALL REWIRE EXT'EIIS/VE PAVEMENT RESTORATION ro BE D£1!Jli,/JN£D BY THe F111D ENC/NEER. CITY OF NE\VPORT BEACH PUBLIC \\'ORD DEPARTMKNT RCE l<O. 361D6 TRENCH RESURFACING Orawnb, DRAWil<Gl'(O. RE'ASEI 6/2002 STD-105-L-B I a· a" I TRENCH SH£rT1NG DR SHORING IF USED TRENCH WIDTH . . . ' .. .. "' . . ~ . . . . . . . . . ' ' ' ... ' . .:. . . ~...,_ ' . . . ' . . . D.4 DJ), 3/4 ] FINISHED SIJIIGRADE SPRING LINE: TReNCH SHEETII/G DR SHORING IF USUJ 6' MIN. 314 CR/JSHUJ GRAvI'L UIIJ)ISTURB£/J SOIL, TYPICAL I, TRENCH WIDTH SHALL BE D.D, + le' 1/INIII/JJ,/, DR D.D. + 20' HAXINIJM. !NCLUDTI/G THICKNESS DF TRENCH SH!JR!NG DR S//£ET!NG. e. BACKFILL SHALL BE P£R STANDARD SPE:CIFICATIDNS SE:CTJON 306-1,3, E:XC£PT THAT 11El.ATIVE COMPACTION SHALL :BE: 90 PEf/C£NT MINIMUM. 3, WH£N TH£ MAXIMUM TRE:NCH V!DTH IS E:XCEF:DE:D, TH£ CDNSTFIACTDR SHALL SUBMIT T[J Tl/£ £NGIN£ER FDR APPROVAL, DRAWINGS WITH SU:BSTANTIA TIIIG E:1/GlllfIRING CALCULATIONS FDR THDSE IIIJl)lFICATIDNS OF PIPE STRENGTH ANDID/1 BE:Dl!ING WHICH WILL PRDVIDf AN IN-PLACE FACTOR OF SAFE:TY E:0/JJVALENT TD THAT PROVIDED IN Tl/£ CONTRACT. 4, B£DJ)JNG SHALL :BE: PER STANDARD SPECJFJCAT!ONS SECTION 306-J.eJ, E:XCEPT THAT, (AJ CUSS JD'D-E-JDD SLURRY HAY BE SUBSTITUTED FDR SHAP£:D BE:DD!NG AT THE CONTRACTOR'S OPTION AND SDLE: E:XPE:NS£. (BJ HAUNCH BEDDING SHALL BE HAND TAHPE:D TfJ 9DX RELATNE CDHPACT!aN MINlNU/i FDR PVC, RPH, HDPE, AND ALL OTHER FLE:XIBLE: PIPE INSTALLATIONS. IIHE:R£UP!JN TH£ RE:IMINDE:R OF BEDDING (ABOVE: SPRINGLI/1£) HAY BE ClJHPACTE:D CIJ,/CUJ?/?ENTI.Y WITH THE: BACKFILL. 5, TRENCH RESURFACII/G SHALL BE PER STD.-105-L, CITY OF NEWPORT BEACH PUBLIC WORKS 1>2PARTME~T PIPE BEDDING • • ••• • • 1: II~ [--------------f:11 -= --------------◄il---\JJ !1£.VIS£1!6/20De DRAWl!(GNO, STD-106-L • • • • • t': • , . ., .. •• CONSTRUCTION NOTES: (D a· diClmtW 1cl'l•,:ll.1]1 ,4,0 P.V.C. pli:,t, @ CMt ln:,n lramta end ciwtn ll!dl b1 trktn;11l1r, ~ Prcd.lcll Ho. ♦TT, .JM: Ho. 4T, w EJHI EnterprlsH 1-.. marted • 'Watcir". @ Th• IICllvt box •~4 not be (Im) Wt~ht beortnt on, tl'lt vdvt m ... © Th• tr®ln; wl,. 1hG! bt attached ouU!dt tht Yalw rlw mw:! ,a• of -.vlrl ahall drq> .,~ ltlt rtur from ttlt -.dw box. GENERAL NOTES: 1, Ccnerett, •hall bl !e:0-0-32!0. .2. Pcrtlcnt of thlt ~f!cird alao W,y UI Hftr decinCYb. CITY OF NEWPORT BEACH PUllLIC WORKS DEPARTMENT VALVE BOX COVER AND RISER APPRO\'ED: RC.Ei N0.31!106 w ; P.. DRAWING NO, Bellingham KS D!ROCTOR J.e:.~.' This drawing contains proprietary information which is the property of Bellingham -------, --------------------------1 MAi.INE Marine Industries, Inc., and r;, !----+-----+----------------------------------------------~ shall not be copied, The World's Most Comprehensive reproduced or made available to third parties without prior written permission from Bellingham Marine Industries, Knowwharsbelow. NO. DATE DESCRIPTION --------. -------------------~---! BY Marina Builder Southwest Division 8810 Sparling Lane Dixon, CA 95620 TEL: (707) 678-2385 FAX: (707) 678-1760 Inc. UNIFLOAT®, UNI DECK® and© Bellingham Call 811 before you dig. REVISIONS Marine Industries, Inc. " I!' . ' " J[]' (Jf/ 3/8' EXPANSl/]/1 JfJINT HAT£J/IAI. /TrPi ..... .' . . . ., . ' .. ' . . ' ' ' ' ' . ' lll R•15' FDR Ll1C,!L STRrrTS AflII e,-FDR ARTERIAL STllffTS IJM.tSS DTIO\IISI: St'Wl'IED . . . . ' .. ' . C/JIII rACE lll lll JD' /T11I H/,.J/111, JD' /TJ11 l'111'1,IRY._ Alll) B' FD/I SECDNDMY SrREt,,- /JILESS DTH£/I\/IS! SI/DIii/ CDNai£TC SHALL 1£ 5SII-C-32:SO WII ACt£SS 1/AHP Sli4LL CIJMPL Y VITI! CUllrl!Nr AM R!QUJRDIC/ITS If. CURB RETURN AREA ID' TYPICAL , TYPICAL SECTION 11£:N<MIJ PLA/lf JOINTS 1-114' SAlvfD, QUlCK-.JOJNT OR f'ru4L 8' 8' 8' 8' 8' 8' 8' 8' JIB' EXPANSID/1 J[JfNT H.4TEl11AL Pl.ANTING OR COIICRtTE IIALK WEAKENED PLANE JOINTS & EXPANSION JOINTS CITY OF NEWPORT BEACH APPROVED: PUBLIC WORKS 0£PAR1'MBNT RCE NO. 36106 SIDEWALK DETAIL "'-n: M. me: a .IAtr. Sep l 994 DRA '1'1NG NO. STD-180-L '"· . \ %" aq;.-, ball Profile View: not to scale ' . Plan View: not to scale CONSTRUCTION NOTES: G) Approved do\ible ol'leclc Vl:lwi MMmbl),', CcnUlct CNB UlTI1tl11 Dspt., {&,1-4--3011) f0f' lltt, @ Lor,; rodfu, ~• b«ld. t:WE. oement 11n«1 0.1. @ l'lnlle,t \ml;• ~h val.., OS a V 'W/1-angeti !tndl, @ Cl.!.P, mort11r 1!11t-a epool ~l•oe ~- @ 150 lb. ANSI retfd fl01'199, F-Obrioct•d lnt~raM)' wff.h apod, @ a· tlllOk ~,,ta ,!®,. Re1Mor.ced lllith WI.♦ x WU, Wll-d .,,.irt muh. OcnCll'fll 1llall be c-~o-32SO ml£ 0 Lon; radlv1 aobend, ctrMn'i Dnod DJ,, FE • F'E or FE :w: MJ .,-,di w/ r-etoirttr ;kln-dt. @ cay "''°'Y plJ>~ °''" a2 mo,tor ,.,.. plpe •/ pc1y,;,,,..,. MCaNmant or 15l3 {R:00 w~ ~bl•) o.bnlo• otm-111t pipe. GENERAL NOTES: beij \ICivl enut-offa (t«st ccokl) @ OonJum.r pJi,Jn• AWWA oppro,-d J>OIClblo ...... pip• m-citerid, olOM l S0 or l'll;ht:r, @ Ad~ttobt. steel i:tio• _ '1-!PP.ort, hot d\p i;olvanlztd ofter fcitirlc.atlon per ST0-022-L. PcMnt to m-citah prpnv and YCIIW\9, @ B~ci• doubl ■1 IIPl+!9 IOl:lded, poppd ct.•llk wlwi tilflfflbly with mu1~, um Clocb. @ Atnmbly mu1t b1 matdwd to the mcln line <IHlfflbly to provld• foww h~d Ion. @ Motn•Uo clrtvt, IOlli hto-d lou. t,~on m-tttl' ~ -of ~; 11owt ir0m ». to 20 9pm. R~llt-w lhcll Nlcard 11.cwa ii unltll of ci.hlc fatt. @) Bra1t8 body, rubb.-stated boll wl-.. ll'lut-off 'lil'lth IIWI' cp.,.ator, @ ln1tQII tm.irl blook ptr S1D-610-L-A. 1, ,IJI ClbcYO .,.d,.p)pl")oh~I ,,_ po1•\ld '"".Oil All<"' Enom-oo•I 1)'1"" ocn,i,I•; cl o 2 ml p<fm.-oool ... 1 .. (2) coolt C1' Z m ~•act'i ,-high 90ft acsri!lf. -Cdor Jfiall be whir .. bhl-. rtd1 Cl Ql"flf'I• 2, All below ;n,dt du-ctlt iron ftttln-Qt Gn-d piping lhol ~ .nQOIN ., aocord wt11 AWWA s\cn4'1'd In an e ml pd:;tth~• ~p. J, All f.'CftH boltl tha(l b1 t~ 311 ttalnlett 1tM. Mtd\«llc=1 ~nt boltt 1hdl bl tnarwl'Dound 1ran ellhlr mali.cbla Ira, Dr HI -wtatlltting C"orT•n Stffl, -4, Baolc flow de..toe lhtill be lnctoM1d In ewtl.,t Qr'Ontld lo Cit~ lr1r111'1'1um 11m ls &' Wldl M 10' k:11'10, CITYOFNEWPORTBEACH PUBLIC WORKS DEPARTMENT Double Check Detector Backtlow Prevention Assembly Rell fli"O. 36106 Drawn: M, Ella,- DRA Wlc'IG NO, PUBLIC WORKS DIRECTOR • TEE -, ' DBADBND GENERAL NOTES: 45°BEND 110 'BEND CROSS TYPICAL THRliST BLOCK 1. Foret iM1n prt111n tllt 11'\al b1 p1rlcrrrml In ~ wtth. ocncr,tie Wl"fflo ~hmenw. Cl)n.:rta dli:dlt be 90-C-3.21SO. 2. 'l'hrutt ~'Xb lt'lcM btor o;clnst ,mdl,twhd R!I, bDd<ffll ocmpaot«I lo 1oo=: reJotlve ooni,pootlcn, er olan 100 E 100 """"' .J. hn,; croa• L ,: H a.-. oomputld f« lnt pl'ffM'U of 22& ~ In m!Mt !Old In a OOMttJOnltn loll (c:-0) wlttl lnltmal m\fl• at fr1ct1011 of .Jr, a unit wtl;ltt of 110 PCF, end a1 ltG1t 35• of cowr, 4. Bacrin9 or,01 L x H ltlolt b• opproved b)I tn, .,~.., -wl'ln -rim-.: (A) btol' oqcJn,t ..-ecur Jell thon dHCll't>td ODM, {B) MW lta tnan ;ss• of cow, (C) wll bt tMtff at mont than 22e PS\ er (D) ort no\ r~\td by a ffl.til; er 1lu lhown hw.on. A L 11 al)P.roxlmottly t®:OI to H for smOfl• thrvat ttook& L ia ,reoltr ti,oi, H fer ~ tfll'1,jt't bltidt-.. H lhal not sir:-otaf YtMn h1'9ht. Sn S"ID-105-L fer ti.ondard lrtnclt dimen1IOl'l1, THRUST BLOCK BEARING AREA L X H IN SQUARE FEET Flrtlng & Siu DetUIEnd Tuor c,,,,. 90°B,nd 6°B,nd 111/0Bund JJG"B1nd 4" 1.7 2A 2,4 1.3 0.7 0.3 6" J,7 j,J .1.3 2.~ I.! 0.7 8" 6,7 9A 9A l,l 2.6 l.J ll" 15.0 21.2 21.2 II..! S.8 2,9 16" 26.6 31.6 37.6 20.4 10.4 .1.2 18" ;J,7 47.6 47.6 2l.8 13.1 M 24" 59.9 84.6 84,6 4l,8 23.3 11.7 )O" 9J,6 ll?.2 132.2 71..! 36 . .! 11.1 CITY OF NEWPORT BEACH APPROYED: (tl."8L(C WORKS OBPARTM6:-."T THRUST BLOCKS Dntw; • Elba PUBLIC WORKl DJ!f,CTOR DRAWING NO. SCALE: •••• • •••• ••• • •••• • •••• • •••• ••• • • • .. • • • •••••• • • ... • • • .. • N.T.S. PROJECT NUMBER: CITY OF NEWPORT BEACH (Sheet Size 24" x 36") 14-3-807 DRAWN BY: BAYSIDE DRIVE/ MARINE AVENUE OM • ----_, --- ENGINEER/ DESIGNER: w NEW FIRE HYDRANT INSTALLATION !C EXP. /2-7/-/6 DATE: * 02-25-2015 PROJECT MANAGER: CIVI\. SHEET NO.: 4 NEW FIRE HYDRANT INSTALLATION OFCI>.\.~ CHECKED BY: 0 3/?,o/zor~ CITY OF NEWPORT BEACH STANDARD DETAILS DRAWING: W3 • • •••••• • • • • • • • .. • • • • • • •• • • •••• • ••••• •••••• • • • • • •••••• • • • ••• I' I ROAD WORK AHEAD W20-1 W24-1(L) W24-t(R) l'ROPOSEO WORK JIOURS: KEEP • RIGHT R4-7a(R) END ROAD WORK G20-2 1. 'JllAfJ,"IC CONTROL PLAN AS SHOWN SHALL BE CONDUCTED DURING NORMAL WEEKDAY WORK Hot.JltS PER CITY OF NEWPORT BEACH MUNICIPAL CODE 10.28.040. WEEKDAYWORKHOUR.S WILLFAll.BETWEENnIEHOURS OF 7AM1U 5:30PM MONDAY1HllU FRIDAY l1..XCUJDING CITY' HOLIDAYS. l. TOTAL l)!JRATIO)I OF ALL WORK SHALL LAST NO MORE 1l!AN AFPROXIWJ'ELY 2 WFJlKS. 3 . NO ADDITTONAL CLOSURES WU.L BE P.ERMITIED CONCURRENTLY. SIDEWALK CLOSED C AHEAD CROSS HERE R9-11(L) / { SIDEWALK CLOSED AHEAD ~ CROSS HERE R9-11(R) / SIDEWALK CLOSED R9-9 I W20-1 13; I 150\ NTS I I I /_ I I W11-1 I/ j I I I I R9-11(L ~ 25 ' NTS SHARE THE ROAD W16-\ 150' NTS R9-9~ 1099 BAYSIDE I ' ' I ' ' I ! L _____ J ~R9-9 ~R9-11(R) TO BE PLACED AT NORTH BAY FRONT ±+-------< W20-1 Underground Service Alert Cell: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG ~~ w 1 2 3 NO. PLAN PREPARED BY ROADWAY CONSTRUCTION SERVICE 12731 LOS NIETOS RD, SANTA FE SPRINGS CA90070 CA UC. 984499 {C31) OFFICE (855) 919-SA~E{7233) REVISION: SCOTT REYNOLDS REVISION: SCOTT REYNOLDS REVISION: DATE CONTRACTOR TTS ENGINEERING 16835 ALGONQUIN ST. #453 HUNTINGTON BEACH, CA '92649 POC: JASON SERRANO (714)840-6346 GENERALNOTES-TRAFFJ'C CONTROL It is the responsibility of the contractor performing won,;to install and DllUlltairi tru)trallic control devicea . . as shown herein, as well as any such additional tmffic control devicea·as.iru,ybe requirc;d to msure the safe movement of vehicular and pedestrian traffic through or arouud the woik iu:eaand provide maximlDU. protectioo and safety to constructiou workers. • • • • • All traffic control devices shall be kl:pt in their proper position at all times and ~ be repaired, replaced, or cleaned as necessary to preserve their appearance and cori.linuity. • AU traffic control devices and traffic coutrol wo.rk shall coofunn to the latest.editions of: -The California Manual on Unifonn Tniffic Conliol Devices (CA MUTCD) -Work Area Traffic Control Handbook (Wi\l'CH Mimwil) . ..• -Standard Specifications for Public Worl<s Construction ("Greenbook") AU llaslring arrow signs shall be solar powered. Contractot shall provide flagmen as newssary to give adequate warning to tiaffic ot to the public of any dangerous cooditioos to be encountered. • Contractor shall remove temporary traffic delineation. signage, and other devices wheu no louger required, and shall restore areas to original conditions. • • Contractor shall cover existing signs where they conflict with ccnstrnction detours and signing. AU open excavation or construction work shall be a minimum of 5' from any operating traffiolanes. Contractor shall coordinate with the city fot any tempOllUY traffic signal timing modifications. All striping and mat king shall eonfonn to Section 310-5.6 of the Standard Specification forl'ublic Works Construction. Tcmpo™Y removable striping tape (detour grade) may be used in lieu of painted striping .. • The contmctot shall provide for access to all adjacent ptoperties dilling.work hours .. Construction operations shall be conducted in such a manocr as to cause as little inconvenience as possible to abutting property owners/operatotll. All signs shall be retro-refu:ctorized and standard siz.e. The oonllactor shall ptovide for safe pedestrian access at all times. LEGEND: •••• • • •••• •••• • ····•. • •••• • • •••• ••• • • • , ... • • •••••• • ...... . •· . . •• -. ± -HIGH. LEVEL • . WARNING DEVICE • ·, . •••••• • • • • . . •• . . . . • • • • • . . . . ••••• • ••••• •••••• • • ·• ••••• • • ••• ~--FLASHING>ARR~W • SIGN (FAS} ~--FLAGGER tj -SIGN m -TYPE~III BARRICADE ~ -TYPE,-! OR • II BARRICADE • • -CHANNELIZATION DEVICE t?, SIGNALIZED & -INTERSECTION • @-BUS STOP TOW AWAY . T,A.N.S.AT.-NO STOPPING ANYTIME· l><I -DRIVEWAY CITY OF NEWPORT BEACH PUBLIC WORKS/ENGINEERING DIVISION a' TRAFFIC CONTROL PLAN FOR: SCALE 1" ... 40' 20' 40' 1099 BAYSIDE DR. ON MARINE AVE. DRAWN BY: SCOTT REYl!OuiS 2 23 15 60' I J ROAD WORK AHEAD W20-1 BE PREPARED TO TOP. W3-4 C9A(CA) l"ROPOSRD WORK HOURS FOR FLAGM£N OPERATION; W20--4 LANE CLOSED CJO(CA) l. lRAnlC CONTROI, PLAN AS SHOWN SHALL BE CONDUCTED M NIGHr. A TOTAL OF UIREE (3) NlrnITSARE REQUIRED AND A 4TH NIGHT MAYBE REQUIRED FOR PROPOSED LANE CLOSURE. ?R,OPOSED TRAFFIC CONTROL MAY OR MAY NOT OCCUR IN CONSF,ClJTIVE NIGIITS. 2 FLA OMEN OPERATION SHALL START NO EARLIBR TI-IAN lOPMAND FlNJSH NO l,ATER THAN SAM ON FIR.ST NIOfrr CONTRACTOR MAY START PLACEMENT Of TRAFFIC CONTROL AT 9PM AND COMPLETE REMOVAL OF TRAFFIC CON'l'ROL BY 6AM FOR TIIE REMAINDER TWO OR nm.EE NIGHTS, AB NEEDED, FLAGMEN OPERATION Wil.L NOT START ANY EARLIER THAN 1-0PM AND IS EXPECTED TO CONLUDE BY 3AMWrm: FOTENfIAL OF 2HOUR WORKEXTENSlONTO SAM.AS NEEDED. 2. TOTAL DURATION OF ALL WORK SHALL LAST NO MORE TI-IAN 2 WEEKS. KEEP • RIGHT R4-7a(R) I END ROAD WORK G20-2 SIDEWALK CLOSED • AHEAD CROSS HERE R9-11(L) SIDEWALK CLOSED AHEAD • CROSS HERE R9-11(R) I I I II I I II I ii I 1 I 11 '~ R4-7A(R) i SIDEWALK CLOSED W11-1 SHARE THE ROAD W16-1 1099 BAYSIDE I ' ' I ' ' Ii 150' NTS I / ..--...,,,,-,a' NTS ' 0-4 250' NTS 0- ____ ,, -..... 25 ' NTS i+----------' W20-1 Underground Service Alert , Call: TOLL FREE 1-800 422-4133 1WO WORKING DAYS BEFORE YOU DIG If:~ ~, 1 2 3 NO. L _____ J PLAN PREPARED BY ROADWAY CONSTRUCTION SERVICE 12731 LOS N!ETOS RD. SANTA FE SPRINGS CA 90670 CA UC. 964499 (C31) OFPICE (855) 919·SAf::E(7233) REVISION: SCOTT REYNOLDS REVISION: SCOTT REYNOLDS REVISION: SCOTT REYNOLDS REVISION: DATE FLAGGER III lli 2-WAY RADIO CONTRACTOR TTS ENGINEERING r~150' N1S 1 6835 ALGONQUIN ST. #453 HUNTINGTON BEACH, CA '92649 POC: JASON SERRANO (714)840-6346 GENERALNO'J'ES-'l'JtUli'IC CONTROL It is the responsibility oftbe contractor performing work to install and maintain the tmffic control devices as shown herein, as well as any such additional traffic control devices as maybe required to insure the safe movement of vehicular and pedestrian traffic through or around the wock area and provide maxi!num protection and safety to construction workers. • All traffic control devices shall be kept in their proper position at all times and shall be repaired, replaced, or cleaned as necessary to proserve their appearance and continuity. All traffic control devices and traffic control work shall confoan lo.thelatesl editions of. -The California Manual on Unifonn Traffic Control Devices (CAMUTCD) -Work Area Traffic Control Handbook (WATCH Manual) -Standard Spwifications for Public Works Construction ("Greenbook") All flashing arrow signs shall be solar powered. Contractor shall provide flagmen as necessary to give adequate warning to traffic or to the public of any dangerous conditions to be encountered. • Contractor shall remove temporary traffic delineation, signage, and other devices when no longer requm:d, and shall restore areas to original conditions. Contractor shall cover existing signs where they conflict with constroction detours. and sigrung. All open excavation or construction work shall be a minimum of 5' frOlll any operating traffic l=. Contractor shall coordina1e with the city for anytempol'lll)' traffic signal timing modifications. All striping and marking shall conform to Section 310·5 .6 cif tlic Standard Specification for Public Wow Construction, Temporary removable striping tape (detour giade) may.be used inijeu·ofpainted striping. The contractor shall provide for access to all adjacent properties during workho1"5, Construction operations shall be oonducted in such a numner as to cause as little inconvenience as possible to abutting . property owners/operators. All signs shall be retro-re!kctorized and stmdard size. Tho contractor shall provide for saft: pedestrian access at all limos. I -150' NTS )+l W3-4 )-ts C9A(CA) )+l W20--4 >+-< W20-1 •••• • • •••• •••• • •••• • •••• • • •••• ••• • • • •• • • • •••••• • • ••• • • • •• • LEGEND; f -HIGH LEVEL WARNING DEVICE ~ -FLASHING ARROW SIGN (FAS) r -FLAGGER -SIGN -TYPE-Ill BARRICADE ~ -TYPE-I OR II BARRICADE • -CHANNELIZATION DEVICE ® SIGNALIZED • -INTERSECTION @-BUS STOP. • ••••• • • • • • •• • • • • • •• • ••••• ••••• ••••• • • • ••••• • • ••• TOW AWAY T.A.N.S.A.T.-NO STOPPING • ANYTIME l><I -DRIVEWAY CITY OF NEWPORT BEACH PUBLIC WORKS/ENGINEERING DIVISION O' TRAFFIC CONTROL PLAN FOR: SCALE 1'"= 40' 20· 40' 1099 BAYSIDE DR. ON MARINE AVE. DRAWN BY, SCOTT REYNOLDS 80' SHEET • .....J ~ I--~ co ::::> (j) ~ (.) w I (.) z <( .....J 0.. BAYSIDE DRIVE AREA OF WORK VICINITY MAP NOTTO SCALE s: ► ;u z m BEACON BAY ~ m z C m LOCATION MAP NOTTO SCALE CD Bucke 0:: FIRE PROTECTION FOR VILLA COVE MARINA DOCKS NOTES: 1. FIRE SYSTEM PIPING TO BE INSTALLED BY A CONTRACTOR WITH A C-16 LICENSE. 2. APPLICABLE PUBLICATIONS: APPLICABLE CODES -THE MARINA FIRE SYSTEM SHALL BE DESIGNED IN ACCORDANCE WITH THE FOLLOWING CODES AND IS SUBJECT TO FIRE DEPARTMENT REVIEW AND APPROVAL. 2.1. 2010 CALIFORNIA FIRE CODE 2.2, CITY OF NEWPORT BEACH FIRE STANDARDS 2.3, NFPA 14 -STANDARD FOR THE INSTALLATION OF STANDPIPES AND HOSE SYSTEMS (LA TEST EDITION) 2.4, NFPA 303 -FIRE PROTECTION STANDARD FOR MARINAS AND BOATYARDS (LA TEST EDITION) 3, FIRE SYSTEM PIPING AND STANDPIPES SHALL BE TESTED HYDROSTATICALLY AT NOT LESS THAN 200 PSI FOR 2 HOURS. THE ACCEPTANCE OF TESTING WILL BE REQUIRED AS REFERENCED IN N.B GUIDELINE F.01. 4. ALL DEVICES AND MATER4IALS USED IN STANDPIPE SYSTEM SHALL BE UL LISTED OR FM APPROVED. 5. 2 ~ INCH OUTLET SHALL NOT BE LOCATED LESS THAN 3' OR MORE THAN 4' ABOVE DOCK. 6. 3A:40BC FIRE EXTINGUISHER IS REQUIRED AT EVERY STANDPIPE LOCATION. 7. MATERIALS AND EQUIPMENT: 7.1. ALL MATERIALS AND DEVICES SHALL BE UL LISTED OR FM APPROVED FOR FIRE PROTECTION USE. 7.2. THE MATERIALS AND EQUIPMENT SHALL BE A STANDARD PRODUCT OF THE MANUFACTURER. WHERE TWO OR MORE UNITS OF THE SAME EQUIPMENT ARE REQUIRED, THESE UNITS SHALL BE THE PRODUCT OF A SINGLE MANUFACTURER. ALL MATERIALS SHALL BE DELIVERED TO THE JOBSITE NEW AND UNUSED. ALL MATERIALS SHALL BE WEATHERPROOF AND SUITABLE FOR A CORROSIVE MARINE ENVIRONMENT. NO FERROUS MATERIALS SHALL BE USED UNLESS SPECIFICALLY CALLED FOR HEREIN OR ON THE DRAWINGS. 7.3. ALL MATERIAL AND EQUIPMENT SHALL BE WORKED INTO A COMPLETE, CONVENIENT AND ECONOMICAL SYSTEM OR SYSTEMS; ALL APPARATUS, PARTS, MATERIALS, AND ACCESSORIES WHICH ARE NECESSARY TO ACCOMPLISH THIS RESULT SHALL BE FURNISHED AND WORKED INTO PLACE. MANUFACTURER'S INSTRUCTIONS, WRITTEN OR OTHERWISE, SHALL BE FOLLOWED, UNLESS SUPERSEDED HEREIN. 8. HDPE / PVC PIPE & FITTINGS: FIRE SYSTEM PIPING LOCATED ON FLOATING DOCKS SHALL BE HIGH DENSITY POLYETHYLENE (HOPE) DR-9.0, WORKING PRESSURE OF 200 PSI, RATED FOR THE INTENDED USE WITH WELDED JOINTS. 9. FLEXIBLE HOSE: FLEXIBLE HOSE FOR FIRE WATER CONNECTIONS FROM SHORE TO DOCK AT GANGWAY SHALL BE GOODYEAR PLICORD SUPER BLACK FLEXWING WITH 250 PSI W.P. WITH FACTORY INSTALLED PIPE FITTINGS 10. PIPE HANGERS AND SUPPORTS: PIPE HANGERS, SUPPORTS, CLAMPS AND STRAPS SHALL BE PURCHASED OR FABRICATED FOR THE APPLICATION, AND COMPATIBLE WITH THE PIPE MATERIAL CHOSEN. PIPE STRAPS SHALL BE STAINLESS STEEL. 11. PVC PIPING ON LAND SHALL BE C900 WITH MJ FITTINGS. 12. STANDPIPE HOSE CONNECTION LOCATIONS SHALL BE CLEARLY IDENTIFIED BY A FLAG OR OTHER APPROVED MEANS DESIGNED TO BE READILY VISIBLE FROM THE PIER ACCESSING THE FLOAT SYSTEM. 13. ALL ELECTRICAL MATERIALS, DEVICES, APPLIANCES, FITTINGS, AND OTHER EQUIPMENT SHALL BE LISTED OR LABELED BY A QUALIFIED TESTING AGENCY AND SHALL BE INSTALLED AND CONNECTED IN ACCORDANCE WITH LISTING REQUIREMENTS AND/OR MANUFACTURER'S INSTRUCTIONS. SHEET INDEX REVISION SHEET 1 &3/25/15 2 &3/25/15 3 4 DESCRIPTION TITLE SHEET, VICINITY MAP, LOCATION MAP, AND NOTES MARINA FIRE LAYOUT (PROPOSED) MARINA FIRE PROTECTION DETAILS MARINA FIRE SYSTEM CALCULATIONS -----------------------e---------1 Bellingham This drawing contains proprietary information which is the property of Bellingham Marine Industries, Inc., and PROJECT NUMBER: 14-3-807 FIRE PROTECTION FOR VILLA COVE MARINA DOCKS 1 NO. 3-25-15 DATE -------------------------- REVISIONS MADE PER NBFD PLAN REVIEW COMMENTS. DESCRIPTION '---~--~------------------ REVISIONS DM BY The World's Most Comprehensive Marina Builder Southwest Division 8810 Sparling Lane Dixon, CA 95620 TEL: (707) 678-2385 FAX: (707) 678-1760 (j) shall not be copied, reproduced or made available to third parties without prior written permission from Bellingham Marine Industries, Inc. UNIFLOAT®, UNI DECK® and© Bellingham Marine Industries, Inc. ENGINEER/ DESIGNER: PROJECT MANAGER: CHECKED BY: TITLE SHEET LEGEND AND ABBREVIATIONS SYMBOLS ABBREV. AHJ ANSI ASTM ~ BFP M BV _. N CH CFC co CONN CPVC cu DB DI DIA DWG ELL EXIST. FDC FHC FH FM FT GPM GALV GV HB HOPE HDG MAX MIN MJ NPT NTS OSHA POC PRV PVC PSI ss TYP UL UNO FIRE --FORW DESCRIPTION AUTHORITY HAVING JURISDICTION AMERICAN NATIONAL STANDARDS INSTITUTE AMERICAN SOCIETY FOR TESTING AND MATERIALS BACKFLOW PREVENTION DEVICE HDPE FULL PORT BALL VALVE SWING CHECK VALVE CALIFORNIA FIRE CODE CLEAN OUT CONNECTION CHLORINATED POLYVINYL CHLORIDE PIPE COPPER DOCK BOX WITH HOSE BIB DUCTILE IRON DIAMETER DRAWING ELBOW EXISTING FIRE DEPARTMENT CONNECTION FIRE HOSE CABINET FIRE HYDRANT FACTORY MUTUAL FEET GALLONS PER MINUTE GALVANIZED GATE VALVE HOSE BIB HIGH DENSITY POLYETHYLENE HOT DIPPED GALVANIZED MAXIMUM MINIMUM MECHANICAL JOINT NATIONAL PIPE THREAD NOTTO SCALE OCCUPATIONAL AND SAFETY HEALTH ADMIN POINT OF CONNECTION PRESSURE REDUCING VALVE POLYVINYL CHLORIDE PIPE POUNDS PER SQUARE INCH STAINLESS STEEL TYPICAL UNDERWRITERS LABORATORIES INC. UNLESS NOTED OTHERWISE FIRE PIPING •••• • • •••• •••• • •••• • •••• • • •••• •••• • • •• • • • •••••• • • ••• • • • •• • SCALE: N.T.S. (Sheet Size 24" x 36") DRAWN BY: DM DATE: 03-25-2015 SHEET NO.: 1 o lo ZopC DRAWING: T1 • • •••••• • • • • • • • • •• • • • • • ••• ••••• • ••••• •••••• • • • • • •••••• • • •••• J'l·{_ ______;:_,"'-·- 1 Knowwharsbelow. No. Call 811 before you dig. I rJ --------~:,..__~· :;:,_ __ _ ,---------------- ', FIRE FIRE ' I ! ' ' ' ' il!:i ,, I! ! ',··' I ' ; ® @) cc1--:ibacd:;~"'''-=-~_-_'.;4=__. C •• •• •• --1'1 PATH LENGTH: 1 ' '1 'I "-', _11,--,..... ..... -----'-' ~~·~ ·-· ~71' @ "-=i t @) /,r~!~ ~ ,-,,-,,-,9,--"""'-_:-~.,~-::--~ _~1~ !! I 'I r==-1F ,-i @) /°:~-~-·~..,_ --+-5'-10" __ : \ __ J.l·l--' ------------------ 1, .:, 1,·· 111 ,~ baaa~--'-C.-~:'J; -r 'I Ii·· I <1· · .. -~ -~--·· i -!•..:.:: • -;,_,, ® PATH LENGTH: ----71' ------57'-4"---- -· ' F",-."'9i',,,-,.,,,c,F-,,,C/-~,1 ~'"""-----,,-.I ,, l!i11 I ·;i:111 · I, ( " ;I! ' --~~-~,,--"'-11, ,--,,----- ' 5'-10" '-~I=: de--:~ b ~ _, 0 LO Bellingham The World's Most Comprehensive @ F '; This drawing contains proprietary information which is the property of Bellingham Marine Industries, Inc., and FIRE HOSE CABINET (1YP. OF 9) PROJECT NUMBER: 14-3-807 ENGINEER/ DESIGNER: 3-25-15 REVISIONS MADE PER NBFD PLAN REVIEW COMMENTS. DM Marina Builder Southwest Division 8810 Sparling Lane Dixon, CA 95620 TEL: (707) 678-2385 FAX: (707) 678-1760 shall not be copied, reproduced or made available to third parties without prior written permission from Bellingham Marine Industries, Inc. UNIFLOAT®, UNIDECK® and© Bellingham Marine Industries, Inc. PROJECT MANAGER: DATE DESCRIPTION BY REVISIONS CHECKED BY: • 0 ~ _, 0 "' ~' ' J----- 1 I 4" S.S. 304 SCH. 10 FIRE PROTECTION FOR VILLA COVE MARINA DOCKS MARINA FIRE LAYOUT (PROPOSED) CD FIRE LEGEND 1!1:::::::8 = (N) FIRE HOSE CABINET-CLASS 3 SYSTEM with 2-1/2" VALVE FOR FDC = (N) 4" HOPE FIRE LINE * REDUCES TO 2-1/2" RISER AT EACH FHC SEE LANDSIDE FIRE SYSTEM DESIGN PLAN- DWG. NO. W1 - ----..... ' ' I 4" FLEX HOSE ( -r,:; ' "1'"' \_ __ i \__ ' I , FIRE HOSE CABINET SPACING I 11.I • -4" FLEX HOSE EX. PHONE BOX CONNECT FLOW SENSOR TO PHONE SYSTEM AT THIS LOCA T/ON. (SEE NOTE W29 ON SHEETW1) I l I I ' I I ': i; '' '' '' ,' i ?~""¾. i' ':.-<~ ·'"'-'~sec:(,..___ / I I ) •••• • • •••• •••• • •••• • •••• • • •••• ••• • • • •• • • • •••••• • • ••• • • • •• • SCALE: 1" = 20' CIIJ\\. OFCt-.L~ -;;:;;;::::::;;;::::::,::O;, 3o/u r:, (Sheet Size 24" x 36") DRAWN BY: DD/DM DATE: 03-25-2015 SHEET NO.: 2 DRAWING: F1 • • • ••••• • • • • • • • •• • • • • • • •• • • •••• • ••••• •••••• • • • • • •••••• • • • ••• FABRICATED S.S. FIRE RISER 2 1t2" 304SS sch10 RISER VICTAULIC ONE END & MALE THREAD@ OTHER MARGINAL WALKWAY 3t4"0 x 6 1t2" H.D.G. A307 MB ',' wt PW, FW, LW & HN Lll (1 per FOOTING) & WATERLINE 1t4" thk. H.D.G. STEEL FOOTINGS (2 EACH) TO MOUNT FHC 2 1t2" H.D.G. PIPE CLAMP & STRUT (STRUT WELDED TO FOOTING) 1t2"0 x 3" H.D.G. Gr. 2 LAG SCREWS (2 per PIPE HANGER) 3" S.S. VIC COUPLING STYLE 489 my;;:;:,--3" HDPE-S.S. VIC 1;.1 ft-TRANSITION Lll PIPE SUPPORT J-HOOK: L~---f=i(-1 112" x 118" thk. H.D.G. Bent Flat Bar {SPACED 48" O.C. MAX.) BRASS HYDRANT ADAPTER REDUCER (PIN LUG) ~ 2-1t2" (Female NST) x 1-1t2" (Male NST) , ~ ~ 7t8" S.S. UNISTRUT & w/ S.S. CLAMP (2 EACH) -~'I I -U--UI SECURED TO CABINET wt ~ 3t8"0 18-8 S.S. LAG SCREWS . . 2 1t2" 304SS sch10 RISER VICTAULIC ONE END & MALE THREAD @ OTHER ,--, ' &, CABINET SECURED TO 114" thk. H.D.G. FOOTINGS co w/ 3t8"0 x 2" H.D.G. A307 MB ' M ,_ wt FW, LW & HN CH.D.G. PIPE CLAMP & STRUT~ S.S. COLLAR OF HDPE-S.S. VIC TRANSITION \ - TO BE@ WATERLINE ------ ft-. ~WATERLINE-;) \ .. ,.V ,._ ... A .. ,._ :::-. . --. 31 112" 26" /,/ V '!-.■ 1111[~ ~ - 1; ,. I ii 11[1 ' ' ' 1! ' I ,I 111 I ' ' 1! ' ii 11! I ' ' ' ' I' I Ir 22 ' ' 1! ' I Iii I ' ' 1! ' ' ' ' ' ' ' 1! ' Cf'O ' ' ' ' ' ' / ' ' ' ' / ' ' ' ' ' ~ I ~~ ~·, I @) ·-··----i 3" S.S. VIC COUPLING STYLE 489 -I• . . . . . . . . ' 2-1t V---AN 2" BRASS GLE VALVE 1 H 1t2" 0 x 100' LONG OSE wt NOZZLE FIRE EXTINGUISHER 3A:40B:C) v( ~ . H.D.G. STEEL FOOTING NO HOLE FOR RISER . ft~~!:;::;t-7,-+-1/2"0 x 6 1/2" A307 H.D.G. MB ~ CUT. OUT COVERBOARD I== 3" HDPE-S.S. VIC - 1 F2 f--------~., s wt FW (2) & DBL. HN 4" HOPE PIPE 3" HDPE JPS BUTT 90° ELBOW SDR9 4"x4"x3" HDPE REDUCING TEE (FABRICATED) FIRE HOSE CABINET ELEVATION-CANTILEVERED (CLASS 3, with 2-1/2" VALVE FOR FDC) / 4" HOPE PIPE _,/ {MAIN) BRASS HYDRANT ADAPTER TRANSITION ,~ .. ' ' ~ 3" HOPE IPS BUTT 90" ELBOW SDR9 4"x4"x3" HOPE REDUCING TEE {FABRICATED) 31 1/2" 26"-·- 2-1t2" BRASS /v ,,.-ANGLE VALVE 2-1t2 REDUCER (PIN LUG) ~ "(Female NST) x 1-1t2" (Male NST) I V I FABRICATED S.S. FIRE RISER 2 1t2" 304SS sch10 RISER VICTAULIC ONE END & MALE THREAD @ OTHER MARGINAL WALKWAY .---. , X EX. 4x4 KNEE X-MEMBER i (MOUNTED TO TOP OF KNEE FRAMEWORK) I ' r EX. KNEE FRAMEWORK I (0 ' C') & 3" S.S. VIC COUPLING 2 1t2" H.D.G. PIPE CLAMP & STRUT 2 F2 ft-. WATERLINE f--------~., \ 4"e~, PIPE STYLE489 3" HDPE-S.S. VIC TRANSITION 3" HDPE IPS BUTT 90" ELBOW SDR9 4"x4"x3" HOPE REDUCING TEE (FABRICATED) FIRE HOSE CABINET ELEVATION ON MAINWALK KNEE (CLASS 3, with 2-1/2" VALVE FOR FDC) I 'lJ■ 1111< 1 1t2" 0 x 100' LONG _..----HOSE wt NOZZLE -- ' - 1:: I 11: : I 1:11 I :\I =a::DI I II I 111 : : :11: : 11 I I 11 ' C :: I 11: : : : 1: : ' 2:, FIRE EXTINGUISHER " I,' ' ' 7t8" S.S. UNISTRUT "/ " 11' '' ' I/ (3A:40B:C) " ' '' ' lcco " ' ! I I wt S.S. CLAMP1--(_ ' I / (2 EACH) ! SECURED TO CABINET wt 0 I / & 3t8"0 18-8 S.S. LAG SCREWS I ! -. vD ' ,--CABINET SECURED TO DOCK STRUCTURE 2 1t2" 304SS sch10 RISER 1/, wl 3/8"0 x 3" H.D.G. LAG SCREWS VICTAULIC ONE END & . . . MALE THREAD@ OTHER I ' 1, EX. 4x4 KNEE X-MEMBER 2112" H.D.G. PIPE CLAMP & STRUT--.._ ~~ {MOUNTED TO TOP OF KNEE FRAMEWORK) wl 318"0 x 1 112" H.D.G. A307 MB ~ , wl H.D.G. FW, LW & HN ~ I ' './.-~ EX. KNEE FRAMEWORK • / ,, ...-- ' S.S. COLLAR OF 318"0 x 3" H.D.G. Gr. 2 LAG SCREWS HDPE-S.S. VIC TRANSITION ~ @ @ @ wl H.D.G. FW & TO BE @WATERLINE \, . '5'_l ~AT~RL'.NE_-.....\~ . 3" S.S. VIC COUPLING STYLE 489 . . . . . . ..F---CONCRETE PONTOON------f ~3" HDPE-S.S. VIC = = "" TRANSITION '-_, ----I ' ' 4" HOPE PIPE _/ ~ 3" HOPE IPS BUTT (MAIN) 90" ELBOW SDR9 4"x4"x3" HDPE REDUCING TEE (FABRICATED) Bellingham This drawing contains proprietary information which --------------------------- -----------------+----------------------- 1 3-25-15 NO. DATE --------------------.. --··· -------------------------------+-----< REVISIONS MADE PER NBFD PLAN REVIEW GOMMENTS. DESCRIPTION REVISIONS -------------------+----l DM BY MA:jINE The World's Most Comprehensive Marina Bu/Ider Southwest Division 8810 Sparling Lane Dixon, CA 95620 TEL: (707) 678-2385 FAX: (707) 678-1760 is the property of Bellingham 0 Marine Industries, Inc., and shall not be copied, reproduced or made available to 1hird parties withou1 prior written permission from Bellingham Marine Industries, Inc. UNIFLOAT®, UNIDECK® and© Bellingham Marine Industries, Inc. ModeUSerie-s No. CONNECTIONS (FDC) FREE STANDING FIRE DEPT. INLET CONNECTIONS 5761-5792 SERIES MODEL DIMENSIONS TWO-WAYWITHCLAPPl!R80DY MDdelNo, Sil■ Body Ra-•fllody ow, .. Hoi;t,1 Sw..,, *5761 4* ){ 2-112~ Brass ..... -a.-.. , 1.,"'• 24' -I,! II :2 ~/:a~ ..... --..... NOTE: ii ■ UIL LlattCI lHRSi'tl&YUf!R:MCL>PPERBJDlf ma M-SIR Bod)< •m am, 111-11 Qlolo S"11a ,,;, llfl era .. -a., .. M;dolNo. I -Body ml I" II 2 113" -· -· r11a1c: -~tod Mcu.t1:I No, Bod;< 1"113 tl3' r II a 1,«:1· ..... Ra~ .... ~ " Ro<llu~ ewins 4,' ~ 8wlng Q~ :w 1Q••:I~, POTTER ROEMER/FIRE PRO HddQulffll't:: At.a In: P,0.Sox3!S27 N•wYMl<(SOO!~ C1tV of IM\Jllty, CA cn10,oo C,00} S4M473 i'ltlM U,U Alllril ,:-eQG) 1~-0842 Lot,A.ngtl11Nn M~m!(~5l ee,..,.73 .J00.3~347) 0.11111 (SM) G44-3473 o!2M""'1SOO www.porterroemer.com (tiGBll,fl ~FIREPRa HOSE & ACCESSORIES ModeUSeries No. 2500 SERIES 1-1/2" HOSE RACK ASSEMBLIES SPECIFICATIONS 1-1/2" Model 2750 Escutcheon 1-112' Model 2930 Satin Bra•• Pin Lug CO\Jpling 1-1/2' MOdel 2915 ◄FM► Lined 500 lb. Polyflex Hose (For lnterklr Standpipe) 1-112' MOdel 2002 U/L& ◄FM► Satin Brass Fog Nozzle 1-112" Mod&l 2792 Red Polyeste<<XIS!ed Steal UL ◄FM ► Hose Rack. Model 1985 lnstrucdonal Decal. Nipple Mounted: 1-1t2" Model 4070 Rough Brus 300 lb. UIL/\ngle Valve. 1-1/2" MOdal 2755 SaUn era .. ho!e Rad< Nipple. MODEL SELECTION 021105W' 0250775" l!l 2510100' PRODUCT OPTIONS MOUtlTING TYPES: □-E WALL BRACKET-1-1/2" Modol 40tlll Rough era .. 300 lb. Uil.Anglo Yaiva 0-G PIPECLAMP-(For_Pipa} 1-1/2' Model 4060 Roogh Bri .. 300 lb. U/L Angle V.lvo FINISHES: 0-A Rack-Red Enamel V.lvo -Rough Bron Trim -Polished Brus □-e Rock -Reel Enamel Yal'le -Polillhlo en, .. Trim-Poli•hod Brae 0-C Rack• Polished Chrome Plate<! Valve -Rough Chrome Plated Trim-Rough Chrome Plated 0-0 Rack-Pcllohed Chrome Plated Velve -Polished Chrome Plalod Trim-Pcllsned Cnrome Plotod ~(NJl.•Jt«.,.,-•l'k.J,"tllt;!~~I.~ ~ L1.•1T1-IOl:'ll-1,7.-i.·~tD=m.~ll ~"""1;t1dmct·W*l>l!l!I~ .~. ~-~•m,i,. i,/,:Fn:ln!i.''qtuom.~~-d~!'Jf ~!ot1»11.¢~')1~/lallt:l-'11)~ Mt<ti;t,,,.OI'~'°'""~ Nf//\lt/qftl/ "'Alf.fl ,/tit ~Nil'! fM~wtW.,.,,.aallm 25DOSHIIS Otte: OS/19/1-4 PROJECT NUMBER: 14-3-807 .A ,_I lt~IPl!illlT ~ IAIJMM:TUIIIIJ' MODEL 2510 (Shown) PRODUCT OPTIONS (conl.l EQUIPMENT: 0-10 Model :1'760 1-112" BmuAulomollo Drain Valve 0-11 Modol :1'766 AdJustablo Bran Pranura Rtst~ctlng Dovloe □-12 □-14 o-1e 0-18 0-21 0-23 □-24 0-31 □-32 0-42 0-43 □-44 0-45 0-48 Model Z770 M/2" Bresa Rll!t~ctlng Oloe Model 4090 1-112" Double FemaleAdjuatable Pmsura ReS1rlotlng Angle Val'la Model 4010 1-112" Double Female Praaauro Rogulotlng Angle Valvo Model 4042 Double Female Pressure Rtguletlng Valvo Model 2915 SlngleJad<tt Lined 300 lb. Teat PolYilOX FM ano U/1. Labeled Model 2826 Single J&el<et Lined 600 lb. Teet PR SUparffox FM Model 2926 Single Jad<o1 Lined 600 lb, Teat PR-8uperffa, FM and LIil Labeled Model 2935 Rocker Lug Coupling Model 2941 Exlr<K!od Aluminum Coupling Model 2850 Rod Laxan Plastic Fog Noz:zle Model 2872 Brat• Fog Nozzle with Rubber Bumper Modol 2980 Rod Lexon Plastic "All tog" Noz:zlo Model 2895 BraH 'All Fog' N<=le w1th Rubber Bumper Model 2983 Brus Fixod-Ftow Adjuotable Nozzle POTTER ROEMER/FIRE PRO HH=l~lrttrt: AIIO ii: P.O. Box.3&27 HIWYQrk 1800) ~2 Cllyofll'ldustry, CA Chlcl:gO{tQ~)e47-3473 ~17"4 U.SA Atlmll (.&GOJ 7~42 LCitAn;'=IIHMI M~mll,H6jH1•M73 S00-$16-3473 011!11 (H8J !M4-3471 ,..~.,. www.po1rtrt0•mtr.com FIRE PROTECTION FOR FIRE HOSE CABINET--...... 2 1t2" ANGLE BRASS VALVE w/ FIRE DEPARTMENT HOSE CONNECTION (175 PSI MIN. RATING) DIAL SPRING PRESSURE GUAGE -----i-tM~- MODEL 6240, 2.5", 0-200 PSI -,,...__,, BY POTTER ROEMER 2 112" S.S. RISER SCH. 10 -----++-1--1-11 PRESSURE GAUGE AT MOST REMOTE OUTLET (SLIP 40) 1--------8" MIN.------------1 r .----+1-j j--VILLA COVE MARINA • Cl ~ a. s 1099 BAYSIDE DRIVE • ~ 0 WHITE BACKGROUND 1" BLACK LETTERING (TYP) 1" SPACE (TYP) " ll'. CLASS 3 FIRE SYSTEM LJ l-'=============:"J 1/4" THICK PLASTIC SIGN WITH ENGRAVED LETTERING SIGNAGE SHALL BE PLACED AT EACH FDC LOCATION FDC SIGNAGE DETAIL •••• • • •••• •••• • •••• • -------------------.--;.••··. SPECIFICATIONS ANGLE VALVES FEMAI.I X MALE VALVES ANGLE HOSE VALVES Csat brua valve wi1h rod hand whHI, Famsle N.P.T. lolet X mall hoM thread C'Jllet 300 lb. rated DOUBLE FEMALE Casi bfhl velve wi1h red hind wheel. F.,,,,le N.P.T. lotet Ind ouUat 300 lb. rated Modet/Series No. 4060-4075 SERIES RAT!O..Q,,,. 300PSI ~ MODEL 4065 {Shown) MODEL SELECTION VALV1!8 0 4080 1-112" Female x Male Anglo Valve iil-4088 2-112" Femals x Male Angle \lalv. 04070 1-112" Double FamsloAnglo Valve O 4075 2-1/2" Doublo Female Angle Valve OPTIONAi. CAPS & FLANCIES 04e151-1/2" Cap wl Chain 0 -4625 2-112' Cap w/ Chalo 047111-1/2" Flange 3• O.D. 0 4712 2-112" Flange 6-114" 0.0. PRODUCT OPTIONS FINISHES: 0-B 0-C 0-D Pollshod Bran Rough Chrome Plated Pobhed Chroma Plated THREADS: ON.S.T. □Other ____ _ VARIATIONS: □ E><tandad Slam Up to 24" Spedfy ___ _ O Rocker Lugo (Cop Modas Only) ,ca,/lf:J',:,it.-m.,•F:i-.Jl:(J~~~-•1't'I -POTTER ROEMER/FIRE PRO ~ ... ~...,,, ... ~io~t. A "'""""'"fl' ONFSA tc,;p-~mw~~llR-'B-Flrllu"IH_,, r.J!t!~,.-111' HNdQl.llrttl'I: "110 In: ~~-M~/~~~11111,1~ • ,,,..a,.,_,,.,~,_..,_ P.O. !GX~1 Ntw Y;n (BC/0) e2MG82 ~--·~Pr!/W-)lff/N'offl Pro. I; Ctlyd ll\d1,111tr11 CA ~ ... Qs>~.SOOi MH1173 ~tf:/1.f:#tO'Ol,)I ~ "~ ¥lllt ·~ W(.i.'.\@PE(t ~1744-U.SA AU.ntt 00) 1~ 1Ut0111tmt1\tN'I /'o,'mo,fGlii'l'Mf,pd~ ~ Loi ....... ,,., Ml!llffll(MflHl-3473 ~-,1..'::1~~-:.:.~. • .!100.:ffle-3473 011111 \&519 644-3471 4061M075 SERIES Dall: 0i!/27114 ~ t12&-1:e1Ha&'O www.pottenwmtr.com SCALE: ••• • • • • • •• • • • ••••• • •••• • • • • • N.T.S. (Sheet Size 24" x 36") -----·------ DRAWN BY: DM ·--· VILLA COVE MARINA DOCKS UJ ENGINEER/ DESIGNER: 0:: EXP. DATE: 03-25-2015 PROJECT MANAGER: CIIJI\. SHEET NO.: OfCt,.\.S 3 --,- CHECKED BY: MARINA FIRE PROTECTION DETAILS o"!j3o/z.eJf~ DRAWING: F2 • • •••••• • • • • • • • •• • • • • • • ••• ••••• • ••••• • ••••• • • • • • •••••• • • •••• • CITY OF NEWPORT BEACH UTILITIES DEPARTMENT FIRE HYDRANT FLOW TEST AMOUNTPAID:-"S3"'43"".o"'o ___ _ DAT!!: !2116/2014 TIMS; 6:15 AM WBATHER: CLOUDY CHECK NO: _____ _ TEST NO: PROJECT: PROJECT LOCATION: TEST CONOt:CTED FOR: TEST PBRFORMED BY: TEST WITNESSED BY: STATIC HYDRANT#: ------ 332 MARINE AVE., BALBOA ISLAND BBLLINOHAM MARINE IND. AUOBR, MERRILL FIELD OBSERVATIONS AND FLOW DATA 1497 LOCATION; 301 ORANDCANAL Ftl!MANUFACTURER: PACIFIC STATES NIDIBER & SIZE OF OUTLETS: .:.Z·..::•·:::.5'--'lc,;-4c..' ___ _ STATICPRBSSURE,(P1 ,psl),PRE-FLOW: I 65s9 I RESIDUAL PRESSURE, {Pr, psi) FLOWING: . . FLOW HYDRANT#: 1493 LOCATION: 332 MARINE AVE, F/H MANUFACTURER: JONES NIDIBER & SIZE OF OUTLETS: 2-2.S' 1•4" STATIC PRESSURE, PRE-FLOW (INFO ONLY, NOT FOR TBST CALCS): Ftl!OUTLBTSlZB(l.Sor4,0): I 2.S I (d,inclm) ~---- FLOW LOSS COEFFICIENT • TUBB C-1.0 / BUTT C-0,9 0.9 PITOT GAUGE READING ( p, ]l&i ): I 40 OBSf.11\'ED FLOW. THE OBSERVED FLOW FROM A HYDRANT OL"!'LETIS CALCULATllD FROM THE FOJLOWING BQL:ATION, Q,=29,83(Cd 1)4ii WHERE; Q IS THE DBSllRVllD FLOW IN GP~~ d IS THB OLTLET DIAMl!TRR IN INCHES; p 15 ·nm PITDT GAUGE PRF.S.SURH Di P51: AND C IS THE PLOW LOSS CORFF[CIENT { C = 1.0 FOR PLO\\"' TUBES AND C = 0.9 fOR BU1T P!.O\V Rll.lOINGS ). OBSERVED FLOW (Qs, gpm): I 1061 IOPl,1 DISCHARGE CAI.CS, THE DISCHARGll FOR A GIVEN FIRE HYDRANT CAN BE DBTER!,UNED FROM THI! PO!LO\X1NG EQUATION USING THE INfflAI, (STATIC) WATBII P!\ESSUR!l A-'1D THE RllStDUAL ( DYNA.\IIC i WATER PRESSURil: ( ), ... P, -20 Q,=Q, P,-P, W1!6RF.; Q (STATIC OR RESIDUAL) ISTHB PLO\V IN GPit AND P (51A'l'IC OR RESIDUA!.) IS 1'HE PRESSURE IN P!J, NDTE,A IO PS!DROP lSREQUIRED FOR VALID TE.Sn CALCULATED FLOW AT 20 pil (Qr, 11pm): 2621 lorM i '--7 I __ ..,--"' l ( I ' . ,, ' ,, ,t 'I; ~ I I• '.,, "I,, l. Fl FIRE NO. DATE DESCRIPTION REVISIONS FIRE PROTECTION ' FLOW TEST AT HYf NT DATA AND CALCULATIONS FLOW TEST DRANT NO. STA TIC PRES URE Ps = 68 PSI TEST FLOW 'T = 1061 GPM RESIDUAL PRkssuRE PT = 59 PSI TEST PRESS RE LOSS PT ,ass = 9 PSI DESIGN FLO 00 = 100 GPM P@" => P= p • p (Q '·"IQ'")= -0 S TLOSS D T 67.9 PSI HEAD LOSS CALCUUATIONS HAZEN WILLIAMS EQUATION USED TO CALCULATE HEAD LOSS (v)185 3.02L c r= DL17 ! h1 = HEAD LOSS DUE TO FRICTION (Ff) i I , L = LENGTH ~F APE OR EQLirl/ALENT LENGTHATFITTlNGS (Ff) I V = vaocrry OF WATER INSIDE PIPE (FT/SEC) C = FRICTION FACTOR D = INSIDE DIMA lErER OF APE (Ff) EQUIVALENT LENGTHS OBTAINED FROM CPC 2010 Water Main to Most Remote 2.5" Outlet (Design for 500gpm @ 100psi) 1.0. DESCRIPTION Q(gpm) L (ft) C id (inch) V (ft/s) E 500 P1 4"PVC P2 6" PVC J1 4"aL 500 P3 4" HOPE/FLEX HOSE 500 J2 4"aL 500 P4 4" HOPE 500 J3 4"aL 500 P5 4" HOPE 500 C STANDAPE 500 MAX PSI LOSS@MOST REMOTE OUTLET= AVAILABLE PRESSURE= PRESSURE@ MOST REMOTE OUTLET= 30 5 52 14 50 14 760 14 8 6 150 150 150 150 150 150 150 150 150 150 48 PSI 150 PSI 102 PSI@ 4 12.8 4 12.8 6 5,7 4 12.8 4 12.8 4 12.8 4 12.8 4 12.8 4 12.8 2.5 32.7 500 GPM llh1(ft) Ploss (psi) 3.43 1 0.57 2 0.83 2 1.60 3 5.72 5 1.60 6 87.00 44 1.60 44 0.92 45 6.78 48 Satisfactory NOTE: PIPE LENGTHS ARE ESTIMATES FOR HYDRAULIC CALCULATIONS ONLY. NOT TO BE USED FOR MATERIAL PURCHASING. Water Main to Most Remote 1.5" Outlet (Design for 100gpm@ 65psi) 1.0. DESCRIPTION Q(gpm) L (ft) C id (inch) V (ft/s) llh1 (ft) Ploss (psi) A 4"DCD 100 17.33 7,5 PRESS LOSS PSI 60 50 40 30 20 10 0 l----,--=EQ=Ul:.:.V:..A=L=ENT:.:.:..:::M:.::IN.:.:O:.:R.:.:L:::0:::S:.:S:.:ES:;::-___ -1 PSI LOSS' PIPING INFORMATION C VALUE' 7.6 1.0. FIXTURE DESCRIPTION EQ LENGTH' A FEBCO DCD4" J-4"aL 14 B 4" CHECK VALVE 22 C AV 2 D STANDPIPE 6 E FDC 30 FIRE FIRE FIRE BY W-C900 150 4 to 7.5 W-HOPE-DR9.0, 200PSI 150 W-FLEX HOSE 150 W-SS SCH 10 150 W-CUPIPE 150 B 4"CV 100 C 4"PIV 100 P1 4" PVC 100 P2 6" PVC 100 J1 4"aL 100 P3 4" HOPE/FLEX HOSE 100 J2 4"aL 100 P4 4" HOPE 100 J3 4"aL 100 P5 4" HOPE 100 C STANDAPE 100 MAX PSI LOSS@ MOST RB'IIOTE OUTLET= AVAILABLE PRESSURE= PRESSURE@MOST RB'IIOTEOUTLET = 22 2 5 52 14 50 14 760 14 8 6 10 PSI 68 PSI 150 150 150 150 150 150 150 150 150 150 150 58 PSI@ 4 2.6 0.13 4 2.6 0.01 7.5 4 2.6 0.03 7.5 4 2.6 0.30 7.6 4 2.6 0.08 7.7 4 2.6 0.29 7.8 4 2.6 0.08 7,8 4 2.6 4.43 9.8 4 2.6 0.08 9.8 4 2.6 0.05 9.8 2.5 6.5 0.35 10.0 100 GPM NOTE: PIPE LENGTHS ARE ESTIMATES FOR HYDRAULIC CALCULATIONS ONLY. NOT TO BE USED FOR MATERIAL PURCHASING. FIRE FIRE Bellingham MAj..INE The World's Mosr Comprehensive Marina Builder Southwest Division 8810 Sparling Lane Dixon, CA 95620 TEL: (707) 678-2385 FAX: (707) 678-1760 \ ' FIRE FIRE FIRE FIRE ;,,,, This drawing contains proprietary information which is the property of Bellingham Marine Industries, Inc., and shall not be copied, reproduced or made available to third parties withoul prior written permission from Bellingham Marine Industries, Inc. UNIFLOAT®, UNIDECK® and© Bellingham Marine Industries, Inc. PROJECT NUMBER: 14-3-807 ENGINEER/ DESIGNER: PROJECT MANAGER: . ----------- CHECKED BY: • LJ ---------..c -__ I c=~--==----=-=1 • FIRE PROTECTION FOR VILLA COVE MARINA DOCKS MARINA FIRE SYSTEM CALCULATIONS FLOW VS PRESSURE AT MOST REMOTE OUTLET 50 100 200 FLOWGPM 300 ,-' \ --~~ 't ~- I '" 400 ' ' I J I ' ' 500 11 I' I I I •••• • • •••• •••• • •••• • •••• • • •••• ••• • • • .. • • • •••••• • • ••• • • • .. . © LJLj SCALE: 1" = 30' (Sheet Size 24" x 36") DRAWN BY: DM DATE: 02-25-2015 SHEET NO.: 4 DRAWING: F3 • • • ••••• • • • • • • • ... • • • • • ... ••••• • ••••• • ••••• • • • • • • ••••• • • • •••