HomeMy WebLinkAboutBldg Plans_0561-2018_for reference only 2 . • . 3 • • •• • • 4
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SCOPE OF WORK: NEWPORT BEACH LIFE SAFETY SERVICES NOTES FOR 22 ON SITE HYDRANTS SHALL 9I}PROIIDED JTH BLL&D0`rMLE;4 GENERAL NOTES:
UNDERGROUND PIPING FOR PRIVATE HYDRANTS AND MARKERS. JENSEN HUGHES
1. INSTALL NEW UNDERGROUND PIPING AND SPRINKLERS: 1. PRIVATE FIRE SERVICE MAINS AND APPURTENANCES SHALL BE 2099 South State College Blvd.
23. BACKFILL SHALL BE VIELL T*WRERED IN 10AYERS4,ND WETTW UNDEj2 AND INSTALLED IN ACCORDANCE WITH NFPA 24 AS AMENDED IN CHAPTER 80
HYDRANT FOR THE TEMPORARY Suite 540
MAINTENANCE FACILITY.THE POINT OF AROUND PIPES TO IfRE PENT SL'OFTLEMLONTOR LATERAL MWAMEW.BACKRLL (CFC SECTION 507.2.1). Anaheim,CA 92806
CONNECTION WILL BE AT THE EXISTING 1. PRIOR TO INSTALLATION,ALL REQUIRED PERMITS SHALL BE OBTAINED FROM SHALL CONSIST OFILE:N F1 4A&TO.11,14INtAUD 12*BEL:W Agp*rp A
THE BUILDING DIVISION. MINIMUM OF 12"ABOVEWHIPPIRE. • • • • . • 2. FIRE FLOW REQUIREMENTS FOR BUILDINGS OR PORTIONS OF Phone:{714)4501700
UNDERGROUND POTABLE WATER LINE. 0 • 0 :1 714
BUILDINGS AND FACILITIES SHALL BE DETERMINED BY AN APPROVED Fax:{ )450-1701
2. INSTALL A NEW JONES J 3765 FIRE 2. INSPECTIONS ARE REQUIRED: 24- ONLY DUCTILE IRON PIPE SHALL BE USED UNDER BUILDINGS OR AS AN METHOD OR APPENDOC6(CFC SECTION 507.3).
HYDRANT. 2.1. PRIOR TO POURING THRUST BLOCKS APPROVED LISTED ASSEMBLY.PIPE UNDER BUILDING SHALL TERMINATE A
D 2.2. FOR HYDROSTATIC TESTING MAXIMUM OF 18"FROM THE EXTERIOR WALL AND SIX INCHES ABOVE FINISHED 3. THE FIRE CODE OFFICIAL SHALL BE NOTIFIED PRIOR TO THE WATER
APPLICABLE CODES 2-3_ FLUSH FLOOR.A MINIMUM OF 2-CLEARANCE(INTERSTITAL SPACE)SHALL BE SUPPLY TEST.WATER SUPPLY TESTS SHALL BE WITNESSED BY THE
CALL CITY OF NEWPORT BEACH AUTOMATED INSPECTION REQUEST LINE AT PROVIDED WHERE THE PIPE PASSES THROUGH THE FLOOR WALL FIRE CODE OFFICIAL OR APPROVED DOCUMENTATION OF THE TEST
1. 2016 CALIFORNIA BUILDING CODE(CBC) (949)644-3255 OR GO ONLINE AT: SHALL BE PROVIDED TO THE FIRE CODE OFFICIAL PRIOR TO FINAL
2. 2016 CALIFORNIA FIRE CODE(CFC) HTTP://NEWPORTBEACHcA.GOV/GOvERNMENT/DEPARTMENTS.COMMUNITY- APPROVAL OF THE WATER SUPPLY SYSTEM(CFC SECTION 507.4).
3. 2016 NFPA 13,STANDARD FOR THE INSTALLATION OF DEVELOPMENTBUILDING-DIVISIONBUILDING-PERMIT-INSPECTION-REQUEST-STATUS.
SPRINKLER SYSTEMS 4. A 3-FOOT CLEAR SPACE SHALL BE MAINTAINED AROUND THE
4. 2016 NFPA 24,STANDARD FOR THE INSTALLATION OF 3. INSTALLATION,INSPECTION,AND TESTING SHALL CONFORM TO NFPA 13 AND CIRCUMFERENCE OF FIRE HYDRANTS,EXCEPT AS OTHERWISE Bic Canyon COunq Club
REQUIRED OR APPROVED(CFC SECTION 507.5 5).PRIVATE FIRE SERVICE MAINS AND THEIR NFPA 24. 1
APPURTENANCES
5. CITY OF NEWPORT BEACH GUIDELINE F.04 PRIVATE 4. DOUBLE CHECK BACK FLOW PREVENTION VALVE ASSEMBLY REQUIRED.
HYDRANTS AND SPRINKLER SUPPLY LINE 5. WHERE FIRE HYDRANTS ARE SUBJECT TO IMPACT BY A MOTOR
UNDERGROUND PIPING CONTACT THE NEWPORT BEACH PUBLIC WORKS DEPARTMENT AT VEHICLE,GUARD POSTS OR OTHER APPROVED MEANS SHALL COMPLY
-- 6. CITY OF NEWPORT BEACH GUIDELINE B.01 WITH SECTION 312(CFC SECTION 507.5.6). 1 BIG CANYON DR.
DETERMINATION OF REQUIRED FIRE FLOW
7. CITY OF NEWPORT BEACH AMENDMENTS 5. FIRE HYDRANT SUPPLY PIPING SHALL BE A MINIMUM OF 6 INCHES IN DIAMETER. 6. THE CENTER OF A HOSE OUTLET SHALL BE NOT LESS THAN 18 INCHES NEWPORT BEACH,CA 92660
THE LOWEST OPERATING NUT SHALL BE A MINIMUM OF 18"ABOVE GRADE AND ABOVE FINAL GRADE(NFPA 24 SECTION 7.3.3).
THE HYDRANT FLANGE SHALL BE A MINIMUM OF 7 ABOVE GRADE.
7. THE CENTER OF A HOSE OUTLET SHALL NOT BE MORE THAN 36 INCHES
I SYMBOL LEGEND: 6. A KEYED GATE VALVE SHALL BE PROVIDED FOR EACH HYDRANT IN AN ABOVE FINAL GRADE(NFPA 24 SECTION 7.3.4).
ACCESSIBLE LOCATION.VALVES SHALL NOT BE LOCATED IN PARKING STALLS.
' 8. ALL FITTINGS USED IN PRIVATE FIRE SERVICE MAINS SHALL BE RATED SEAL
1 ; NEW JONES J-3765 6"X4"X2Y2'XV'2"HYDRANT 7. ALL PIPES SHALL BE APPROVED FOR USE IN FIRE SERVICE SYSTEMS
»...._..««_...._....-••--._....«.«...»...._..«........................................................................... «OSE .«.__ TLESSTHAN
FOR THE MAXIMUM SYSTEM WORKING PRESSURE TO WHICH THE
FITTINGS ARE EXPOSED BUT SHALL NOT BE RATED A
C d4 NON-INDICATING GATE VALVE MAY EXCEED 150 PSI. •••"•"•"•-' C
r THRUST BLOCK(SEE DETAIL 2 ON SHEET 8. ALL FERROUS PIPE AND FITTINGS SHALL BE PROTECTED WITH A LOOSE 8-MIL 9. BACKFILL MATERIAL SHALL BE TAMPED IN LAYERS OR PUDDLES
FP3.00 FOR BEARING AREAS) POLYETHYLENE TUBE.THE ENDS OF THE TUBE AND SPLICES MADE FOR"T"S OF AROUND PIPES TO PREVENT SETTLEMENT OR LATERAL MOVEMENT.
OTHER PIPING COMPONENTS SHALL BE SEALED WITH 2"TAPE,APPROVED FOR BACKFILL SHALL CONSIST OF CLEAN FILL SAND OR PEA GRAVEL TO A
NEW CL200 PVC UNDERGROUND PIPING UNDERGROUND USE.GALVANIZING DOES NOT MEET THE REQUIREMENTS OF MINIMUM 6 INCHES BELOW AND TO A MINIMUM OF 12 INCHES ABOVE
THIS SECTION.ALL BOLTED JOINTS SHALL BE CLEANED AND THOROUGHLY THE PIPE AND SHALL CONTAIN NO ASHES,CINDERS,REFUSE,ORGANIC
O HYDRAULIC NODE COATED WITH ASPHALT OP,OTHER CORROSION RETARDING MATERIAL AFTER MATTER,OR OTHER CORROSIVE MATERIALS.OTHER BACKFILL =N NNDERTVCILATON OFSTATWN OE LAW F
LKE EDENGERSOR ut6ss
ASSEMBLY AND PRIOR TO POLY-TUBE INSTALLATION. MATERIALS AND METHODS ARE PERMITTED WHERE DESIGNED BY A � "T�DINAkYW`RA"` TO
ALTERTNISOMMNC NANryMr IF AN f1516 ALTERED.
ALTERING ENGINEER SHALL AFM TOTRE ITEM HIShER SEAL
POINT OF CONNECTION(POE) REGISTERED PROFESSIONAL ENGINEER AND APPROVED THE THE AND THE NOTAnoN•AuEREoerFOLLOWEDBrwshRER
SGNAi 9. Al2"BED OF CLEAN FILL SAND SHALL BE PROVIDED BELOW AND ABOVE THE •••-••-•-•-••••»•••-••••••-•-•«»•••••••••••-•«••••••••••••• ....... •. •••
TIRiE AND TIE DATE OF R)CHALTSAMK A
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PIPE(TOTAL 24"). CHAPTER 80).
10. ALL BOLTS USED FOR UNDERGROUND CONNECTIONS SHALL BE STAINLESS 10. BACKFILL MATERIALS SHALL NOT CONTAIN ASH,CINDERS,REFUSE,
STEEL ORGANIC MATTER OR OTHER CORROSIVE MATERIALS Nvao
11. A MINIMUM OF 30"OF COVER,FROM FINISH GRADE TO THE TOP OF THE PIPE, FP18 w A
SHAD-BE PROVIDED.WHEN SURFACE LOADS ARE EXPECTED,A MINIMUM OF 11. ROCKS SHALL NOT BE USED FOR BACKFILL(NFPA 24 SECTION 10.9.3).
36"COVER SHALL BE PROVIDED.
12. IN TRENCHES CUT THROUGH ROCK,TAMPED BACKFILL SHALL BE USED F of ►VY��
12. THRUST BLOCKS,OR OTHER APPROVED METHOD OF THRUST RESTRAINT, FOR AT LEAST 6 INCHES UNDER AND AROUND THE PIPE AND FOR AT
SHALL BE PROVIDED WHEREVER PIPE CHANGES DIRECTION. LEAST 2 FEET ABOVE THE PIPE(NFPA 24 SECTION 10.9.5).
NO. -DATE
! B 13. THE TRENCH SHALL BE EXCAVATED FOR THRUST BLOCKS AND INSPECTED 13. THE INSTALLING CONTRACTOR SHALL BE RESPONSIBLE FOR THE B kWMFOFSU WTFAL mash
PRIOR TO POUR.ALL CORROSION PROTECTION SHALL BE IN PLACE. I FOLLOWING:
w e�ON 13.1_ NOTIFYING THE AHJ AND THE OWNER'S REPRESENTATIVE OF
14. A HYDROSTATIC TEST(200 PSI FOR TWO HOURS OR 50 PSI OVER MAXIMUM �� NNPU� THE TIME AND DATE TESTING IS TO BE PERFORMED.
STATIC PRESSURE,WHICHEVER IS GREATER)SHALL BE WITNESSED BY A LIFE aF � T �xy �(j1jE 1OLpTtON OF 14 132 PERFORMING ALL REQUIRED ACCEPTANCE TESTS. "-
SAFETY SERVICES INSPECTOR.THE TRENCH SHALL BE BACK-FILLED BETWEEN My RPA �No BUILDING IN S OF THE C►T.,Y-,,Q 13.3. COMPLETING AND SIGNING THE CONTRACTS MATERIAL AND
THE JOINTS TO PREVENT MOVEMENT OF PIPE �yv� ANY AND Pot�1E 'IYtESE PI ANS TEST CERTIFICATE(S). �
N•pN TO CICINSTt PAN T GUARANTEE TW{ AND ZpN"Nt;; BIG CANYON COUNTRY CLUB
�`� �ES NOT WILO11 RESERVES
15. THE SYSTEM SHALL BE THOROUGHLY FLUSHED BEFORE CONNECTION IS ¢� iSTE11T WITH AL CE \N CITY. ;BE F2 OR 14. UNDERGROUND PIPING,FROM THE WATER SUPPLY TO THE SYSTEM
TO OVERHEAD PIPING.FLOW SHALL BE THROUGH A MINIMUM OF A 4"HOS Tpm_ W CpN1PLtPAN CITY pF NEWQ� OTURE TO UNDERGROUND PIPING AND
PIPE UNLESS OTHERWISE APPROVED BY THE UFE SAFETY SERVICES 16E m THE BUILDING STRUOR AFTER RISER,AND LEAD-IN CONNECTION TETHE SYSTEM RISER,INCLUDING FIRE HYDRANT PROJECT
qly ,, ����CIS, p�.1C1ES.EE TO REytSE T ARE pUR1NG PLANS AND
ALL HYDRANTS,SHALL BE COMPLETELY FLUSHED BEFORE THE
INSPECTOR.INSPECTOR SHALL WITNESS THE FLUSH. �"" ",,;n ANA(QEaY ITM�S� �A �I� CONNECTION IS MADE TO DOWNSTREAM FIRE PROTECTION SYSTEM
{�'L» ' PIPING NTHEFPA24SECTION 10.10.2.1.1
RIGRT COMPLY ( ). w°ass PBRc BEACH,A
16. PRIVATE HYDRANTS,SPRINKLER CONTROLVALVES,POST INDICATING VALj �MENT NEVYPORTBEACH,CA918b0
AND FIRE DEPARTMENT CONNECTIONS SHALL BE PAINTED OSHA RED. ,.,���r,`�,�, f�►)Cj ruc� ,�y�_ 15. THE FLUSHING OPERATION SHALL BE CONTINUED UNTIL WATER FLOW PMECr
E$OF,�'^p� ��"•" IS VERIFIED TO BE CLEAR OF DEBRIS(NFPA 24 SECTION 10.10.2.1.2). � 1Fa7°°s°oo
17. ALL CONTROL VALVES SHALL BE LOCKED IN THE OPEN POSITION. �`� WE
o31asne
16. PROVISION SHALL BE MADE FOR THE PROPER DISPOSAL OF WATERDESIGN
18. CONTRACTOR SHALL PROVIDE LIFE SAFETY SERVICES A COMPLETED USED FOR FLUSHING OR TESTING(NFPA 24 SECTION.10.10.2.1.4).
CONTRACTOR'S MATERIAL AND TEST CERTIFICATE FOR UNDERGOUND PIPIN 1C DRAWN
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AND ABOVE GROUND PIPING AT THE TIME OF FINAL INSPECTION IN 1�
WI f/� r Fl ACCORDANCE NTH CHAPTER 10 AND 13 OF NFPA 13. V
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A 19. PROVIDE SIGN ON FDC IN ACCORDANCE WITH NEWPORT BEACH LIFE SAFETY A
SERVICES GUIDELINE F.03-IDENTIFICATION OF FIRE DEPARTMENT
CONNECTIONS.SHOW SIGN ON PLAN.
TIT,LE
20. POST INDICATOR VALVES SHALL BE SET SO THAT THE TOP OF POST WILL BE
36"ABOVE FINAL GRADE. GENERAL NOTES
21. THE FIRE DEPARTMENT CONNECTION SHOULD BE LOCATED NOT LESS THAN 18 wmam
INCHES AND NOT MORE THAN 4'ABOVE THE LEVEL OF ADJACENT GRADE OR
ACCESS LEVEL FP1.00
SHEET 1 a x
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SYMBOL LEGEND: SHEET NOTES:
JENSEN HUGHES
2099 South State College Blvd.
9 NEW JONES J-3765 6"X4"X2Y2')W1 'HYDRANT 1. FOR FLOW TEST INFORMATION SEE DETAIL 2 10, Suite 540
ON SHEET FP4.00. • • • • • • • • • • Anaheim,CA 92806
C�3 NON-INDICATING GATE VALVE
Phone:
2. THE SYSTEM HAS BEEN DESIGNED TO • ••• ••• •• ••• • Fax:(14)450-1701
r THRUST BLOCK(SEE DETAIL 2 ON SHEET PROVIDE 500 GPM AT A MINIMUM OF 20 PSI.
4 FP3.00 FOR BEARING AREAS) THE BASES OF DESIGN FOR THIS PROJECT
D IS BASED ON A REPORT PREPARED BY
NEW CL200 PVC UNDERGROUND PIPING JENSEN HUGHES PREPARED ON 6/6/17 FOR
ORURAL WATER SUPPLY.
HYDRAULIC NODE
0 POINT OF CONNECTION(POC)
Bid Cany n Counq Club
9 BIG CANYON DR.
NEVYPORT BEACH,CA 92660
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JENSEN HUGHES
_23.
2099 South State CoRege Blvd.
0 409•0 Suite 540
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cni.w -ts-,b 46 Anaheim,CA 92806
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Phone:(714)450-1700
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900 SEND 110*BEND THRUST BLOCK
on Irm-t plon, I For tappin GENERAL NOTES:
g!bw."on to dung .I..
W7-L 1.F-7. -ted*nsO b.p~.d In-ond hht.-bw nawk-ent.Ct.*.0 b. 1 BIG CANYON DR.
CONSTRUCTION NOTES: 550.-C-32g NEWPORT BEACH,CA 92660
2 7hLt bki."bear agobtst odmww sA bockffl cwnp*dw tD 10=north.-poctIon,or elm IM r 100
Ot e C--m P.Vc Plea *�
r rnmum wodp gaw Idea maj-ft-I&-o-A &S-9-L.H-cornpr,W fo bat p-of 225 PIN in rnim kid i...Wwvims-1(0)rftb Int-d
OlrrW 44M Won NyaaR bury,PLO-or W. wqIe of friction of 3r,a unit w@W of 110 PCF.end at Most 36'of co-
4 F_ho-t*a b.b.-irwar Jong j.-mm H*ont*a b» ww,,.d m i-4'_sA�nnbI A.Boring�L A)
X,VV:op!rn.. y M. Vb Anck-( by opoinsi-.6- od thon d-Ad bbo,-(C)�b
to-b f-end 1-OroAW pon�NW to curb foc.In-1ol&high d-.*ty W b- (a)now bm U b.UV amen thin 225 MR or(0)=not epmi d by a ftt"or 9.
C.C.W.W j-J-3755 irplinn or 9'.4'.4',Or J.-J--3775 hyd-L
5.L I.opq votsily equd to H for anclin twut bbck&L Is gnsaW thon H for leperUwud bl=kL H dwN notd
O rr W.*nbw h)d. low W..L t_.h=L S.STD-105-L fw gad. b-11,
6r.a1 -y both wW flange gkt 0 bd.porhm
Cal b--I hy&-t-tkd Plast].e.n-Mrkffly prhbhd THRUST BLOCK BEARING AREA L X H IN SQUARE FEET
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Canal.Ibrufft Nock pw SM-510-4-A. Fit &Sbr Dead End Tw or 0w M*Bwd 45-Send 22JPBend IIG*Bmd c
n. V.d"be altimhod oublde tea.*m flour and 1W of.as a,d be OW kft On r6w 4' 147 2.4 2.4 13 0.7 0_3
the vow I'm 60 3.7 53 53 29 IS 07
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GENERAL NOTES: Ir 15.0 212 21.2 11.5 5.9 2.9
1.cm.It .I.t-end now CC, I opwoUng n.W 16, 26.6 37.6 376 20A 10.4 5.2
Is* 337 47.6 476 25.9 13.1
2.AN Gmp both dot b.type 236 atolnim.try owbid wIth ontF-In w*� (a-vt od..W-nobs24' 59.9 84.6 84.6 45w8 23.3 �17
.1 Point%hydmt.Rh 2 voct;of Wft Ih.AoMan p.M 30' 1 93.6 1 132.2 1322 71.5 36.5
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CITY OF NEWTORT BEAM APr"VED. C=OF NEWMIRT BEACH APPROVED: frISA VICNATION OF STATE LAW FOR AW PEW50K LH139
PUBLIC WORKS DEPAIMMIT AcnNG'MER THE DIRECTION OFA LICENSED ENGNEEFL TO
PLIBLIC WORKS DEPARTMFINT ALTER THS DRAWL MANY WAY FANITEMISALTEFIED.7W
ALTERM DK*M SMLL AFFIX TOIIJE ITEM W&RSEAL
WET BARRECTL AND THE NOTATM'ALTSU Br FOLLOWEDITY HSHEII
RCE wa 36106 NJRLIC WI�CR§3 D�Dumicrm RM WO.36105 Puwx WORKS cuxclw 9GPA7IU8E AND DIEDATE OF RICHALTERATION.AND A
THRUST BLOCKS ::4 -'N- SPEOM DESCIPUPTIONOF THE ALTEPA7M
F1RE =RANT D-J-7M4
DRAWrG M STD-500j DRAVff.%G NO. STQ-51 O-L-X
CITY OF NEWPORT BEACH HYDRANT DETAIL @_Slp�O NEWPORT BEACH THRUST BLOCK DETAIL
SCALE:N.T.S.
NO. REVISION DATE
BB ISSLIEDFORSLIEVAIIM O"IB
PRMCT
BIG CANYON COUNTRY CLUB
UNDERGROUND PIPING AND
FIRE HYDRANT PROJECT
ADDRESS
I BIG CANYON OR
NEWPORT BEACH,CA 92660
?RDJECF NO
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DATE
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