HomeMy WebLinkAboutW_5220_S113860
BAK E ~ :r C u "' > C "" ~ • w , -CD -• AVE ~ ADAMS
•O IAN GE i5 COAST
I-CITY OF COLLEGE
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Q_ INDICATES :FlE:A
SHOWN ON
LOCATION MAP
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VICI N ITV MAP
1/• O 1 /4 ½ 3/4 l --------GRAPHIC SCALE Ir-I MILES
SYMBOL LEGEND
POWER POLE
0 MANHOLE_
'CJ FIRE HYDRANT
□ METER BOX
--0-VALVE
E--POWER POLE ANCHOR
6_ MONUMENT
-x-x-FENCE
BLOCK WALL
C~ TREE
,!};'•,f:J SHRUBBERY /"
..,;,,,..,;,,,..1,--v ASPHALT PAVEMENT
~__sg BRICK WALK
I -. - ----I l~::.::_:.:_.c.::J CONCRETE
t :;I
u-..c'-4-..:>::I BUILDING
EXISTING CONSTRUCTION
NEW CONSTRUCTION
---i-CENTERLINE
-··-s-SEWER LINE
-----w-WATER LINE
--~-GAS LINE
-£-POWER LINE
-TEL-TELEPHONE LINE
-ri,-CABLEVISION LINE
-.sP-SPRINKLER SYSTEM
):J:__ STREET LIGHT
Iv
EMERGENCY TELEPHONE
A GE NCY
SOUTHERN CALIFORNIA GAS COMPANY
SOUTHERN CALIFORNIA EDISON COMPANY
PACIFIC TELEPHONE COMPANY
CITY OF NEWPORT BEACH (PUBLIC UTILITIES)
COUNTY SANITATION DISTRICTS
COMCAST CABLEVISION
COMMUNITY CABLEVISION
UNDERGROUND SERVICE ALE RT
NUMBERS
NUMBER
634-0251
895·0221
611
644·3011
962-2411
N
c1T·v
OF
IRVINE
U C ,
'/i'OJECT
OC4T/Ol'I
542-6222 after 6:00 542-3975
720·4040
1-800-422· 4133
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CITY
NEWPORT
PUBLIC WORKS
OF
BEACH
DEPARTMENT
NEWPORT BEACH CENTRAL LIBRARY
WATER LINE INSTALLATION
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BASIS OF BEARl~GS
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BENCHMARK:
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oc.s. 35-/8-70
0. -9-5 M/LE.5 IVORTHcRt!.Y RLDAAS' MRC;I/RT~R 9t!.l/t:)., FA'"OM' THE
,7VN'C. t?F T,YE P-'IC/F/c CO;tf:ST #1</V ,IIA/P MAc"4RTHt:/,li? ,!!lt!.Y,O.,
6,?.CJ FT., PVc:ST PF THE C.SVTF.E"L/Nc ,:?F rHE 8.:..VC>, ~-G .
,voerH OF ,4 _ P'OX/ER .t./N.i POLE'(' :!,.:,/~585.), 6 r'7." Lc:,,Ve
7'1/AN rHE BL YD., hV A COAK'. M=AOW/tLL o;:-.71 3"0 /,Y P/,'t.
JHH Consultants
15540 "D" Rockfield Blvd. Irvine,
(714) 380-1143
CA 92718
PREPARED UNDER THE SUPERVISION OF: Ct?,Vc CUL //e'c,,E"T, :5,!='T /N THE 7= OF THc HEAPW,9t!.<c., /' . _, ?/!
/ FT. .::IOUT# OF THE NoRTH E,11L) o,c TH,!: NE.-S7" H<E,1/£)1(/AU. '::--J. .. )•;;V/.~/ ~.&" DATE: 'f---.L !/a.11',
/976 A.DJ. ELEY. = /80. 6Z5 r:_ ~<ARRY ll'. TODD RCE 35569 EXPIRES 9-30-95 ' -
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PRIV~TE ENGINF.P.RS NOTES TO CONTRACTORS
CONSTRUCTION CONTRACTOR AGREES THl'I.T IN ACCORDANCE WITII GENERALLY ACCEPTED
CONSTRUCTION PRAC'l'ICES, CONSTRUCTION CONTRACTOR WILL DE REQUIRED TO ASSUME
SOLE AND COMPL!';TE RESPONSIBILITY FOR ,JOB SITE CONDITIONS DURING THE· COURSE
OL•' CON8TRUCTIDN OF TIIE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND
PROPERTY: THAT TllIS REQllTREMENT.SHALL BE MADE TO APPLY CONTINUOUSLY AND
NOT BE L:;:MITirn TO NORMAL WORKING HOURS, AND CONSTRUC'l'ION CONTRACTOR PURTilER
AGREES TO DP.PF.ND, INDEMNIF): 1\ND HOLD DESIGN PROFl!:SSIONALS HARMLESS PROM ANY
AND 1\LL LIAfHLITY, REAL OR ALLEGED, IN CONNEC'l'lON WITH THE PERFORMANCE OF
WORK ON THIS PROJECT EXCBPTING LIABILITY ARISING FROM TUE SOLE NEGLIGENCE
OP DESIGN PROFESSIONAL.
CONTRACTORS ARE ADVISED THAT PERMITS WILL DE REQUIRF.D FROM THE STATE ANIJ
FEDERAL OFFICE OF INDUS'l'RIAL SAFETY IN ACCORDANCE WITH THE OCCUPATIONAL
SAFETY AND Hl,-;ALT!l ACT, wrmm: TRENCHES OR EXCAVATIONS ARE 5 FEET DEEP OR
GREATER, IT IS THE CONTRACTOR'S RESPONSIBILITY TO sm;; THAT THIS REGULATION
IS ADHERED TO, AND TO OBTAIN ALL NECESSARY PERMI'J.'S,
TllE EXISTENCF. AND LOCATION OF ANY UNDERGHOUND UTILITICS OR STRUCTURES SHOWN
ON THESE PLANS ARE OBTAINED BY A SBARCII OP AVAILABLE RECORDS,
TO THE BEST OF OUR KNOWLlilJGE Timm: J\RE NO EXISTING UTILITIES EXC:l!:PT AS SHOWN ON THESE PLANS.
THE CONTRACl'OR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO P.ROTECT
THE UTILITY LINES ANn AN'i OTHER LINES NOT OF HECORD OR NOT SIIOWN ON THESE
PLJ\NS. TllE CONTRACTOR SJIALL ODTJ\IN AND IIAVli AVAILADLE: ON Jon SITE COPIES
OF APPLICABLE STANDARDS SHOWN ON PLANS ANU BE FAMILIAH WITH TIIEin CONSTRUC-TION.
SPECIAL NOTE TO CONTRACTOR:
PRIOR TO 'l'HE START OF CONSTRUCTION THE CONTRACTOR SHALL EXPOS!:': AND PROTECT
IN PL1\CE ALI, EXISTING UTILITIES CONNECTED TO OR CROSSED BY THIS
CONSTRUCTION, AND VBRIFY THE EXJI.CT LOCJ\TION AND ELEVATION OF SAME. THE
CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OP ANY DIFFERENCES BETWEEN
ACTUAL LOCATIONS OR ELEVATIONS AND TIIOSE SHOWN ON THIS PL/lli.
UNll.UTHORIZr;n CHANGES l\ND USES:
CAUTION; THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR
LIA.OLE FOR, UNAUT!IORIZED CHANGES 'l'O OR USES OP THESE PLANS. ALL CHANGES TO
TUE PLANS MUST DE IN WRITING AND MUST DE APPROVED DY THE PREPARER OJ.o' THESE PLANS. ·
WATER GENERAL NOTES"
THE CONSTRUCTION OF ALL PUBLIC IMPROVE~NTS SHALL CONFORM TO THE
REQUIREMENTS OF THE NEWPORT BEACH CONSTRUCTION STANDARDS, STANDARD
SPECIAL PROVISIONS, DESIGN CRITERIA, STANDARD DRAWINGS AND THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 1991 EDITIONS AND
SUPPLEMENTS.
EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE•
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND
ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION OF THE NEW
FACILITIES.
ALL UNDERGROUND WORl( SHALL BE COMPLETED PRIOR TO PAVING OF STREET AND
DRIVEWAYS.
·THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE PUBLIC WORl(S DEPARTMENT
48 HOURS IN ADVANCE OF PERFORMING ANY WORK AT 644-3311. •
THE WALLS AND FACE OF ALL EXCAVATIONS GREATER THAN (5) FEET IN DEPTH
SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM: SLOPING OF THE GROUND
OR OTHER EQUIVALENT MEANS. TRENCHES OR EXCAVATIONS LESS THAN FIVE (5)
FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES THAT
HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED.
THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH
WORK AS DESCRIBED IN NO. 5 ABOVE FROM CAL/OSHA.
ALL WATER PIPE SHALL BE BEDDED PER CITY OF NEWPORT BEACH
STD. 106-L.
DUCTILE IRON PIPE SHALL BE CLASS 52 AND SHALL HAVE AN 8 MIL LOOSE
POLYETHYLENE ENCASEMENT AS PER SECTION 207-9.6.2 OF THE STANDARD
SPECIFICATIONS.
THRUST BLOCKS SHALL BE INSTALLED ON ALL WATER MAIN FITTINGS IN
ACCORDANCE WITH CITY OF NEWPORT BEACH STD. 510-L .
10. WATER MAINS SHALL HAVE A MINIMUM OF 30" OF COVER FROM SUBGRADE.
11. ALL CONCRETE SHALL BE 560-C-3250.
12. THE CONTRACTOR SHALL NOTIFY THE FIRE DEPARTMENT 48 HOURS IN ADVANCE OF
14.
15.
17.
1B.
SHUTTING OFF ANY FIRE HYDRANTS AT 644-3106. '
THE FIRE DEPARTMENT SHALL BE NOTIFIED 4B HOURS IN ADVANCE OF ALL LANE
CLOSURES. _____ ,r
A FIRE PROTECTION SYSTEM ACCEPTABLE TO THE FIRE DEPARTMENT SHALL BE
INSTALLED BY THE DEVELOPER AND TESTED BY THE FIRE DEPARTMENT PRIOR TO
STORAGE OF ANY COMBUSTIBLE MATERIALS OR START OF ANY STRUCTURAL FRAMING.
ALL FLANGED PIPE JOINTS SHALL BE JOINED
STEEL NUTS, WASHERS A.ND HEX-HEAD BOLT-I,.
CLOTH REINFORCED BUNA-N-RUBBER. -
i
UTILIZING TYPE 316 STAINLESS I
GASKETS SM.LL BE FULL-FACED, 1
FLEX AND TRANSITION COUPLINGS USED TO JOIN PIPE IN WATER MAIN
CONSTRUCTION SHALL HAVE ALL THREADED PARTS AND JOINING HARDWARE
FABRICATED FROM TYPE 316 STAINLESS STEEL.
BOLTED CONNECTORS FABRICATED FROM TYPE 316 STAINLESS STEEL SHALL HAVE
THREADED PARTS COATED LIBERALLY WITH AN APPROVED ANTI-CEASE COMPOUND.
ALL BOLTED AND THREADED FASTENERS SHALL BE MANUFACTURED IN THE UNITED
STATES OF AMERICA AND SHALL CONFORM TO THE MINIMUM REQUIREMENTS FOR
STRENGTH, MATERIAL_ CONSTRUCTION AND DIMENSION AS EST/'.\JlLISHED BY THE ASTM
AND THE ANSI SPECIFICATIONS. ALL FASTENERS SHALL BE ACCOMPANIED BY
WRITTEN CERTIFICATION FROM THE MANUFACTURER STATING-COMPLIANCE WITH THE
APPROPRIATE SPECIFICATIONS.
W-5220-5
SHT. 1 OF 2
JJ/11 JOLJ N~ f'i72
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NOTES;
I. FO,-,:' EJ(/ST. VV,4TER /MPROVEMENTS,
5£E "'4 //oc,400 ,4//£.R /.NfPROV.EME/VT
PLAN:S, (',tc>E:5U.B 880).
ro VER/FY e'XACT
LOCA'T/0/ll OF 'JO/N PO/A/TS ANO
NOT/FY ENG/A/EER "2F "1NY
0/:SCR.!!'PANCY
ON P,AN p~/0,e
CON~ T,t;;'UC 7"/0,V.
DIETERICH POST REORDER NO. 145720
77?
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5£E GKAD/NG ANC> UT/L/TY PLl'IN
,l!IY ":::7HH CON:5L/LTAN'TSq FOAi;'
CONtSTNL/CT/ON OF PR/VAT€, ON-6/Tc
L/TIL/TY L/Ni!:S.
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WATER CONSTRUCTION NOTES \
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INSTALL 8" REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLY WITH
DETECTOR CHECK PER CITY OF ,NEWPORT BEACH DWG. NO. STD-520-L.
INSTALL 2" WATER SEHVICE AND METER PER CITY OF NEWPORT BEACH DWG. NO.
STD-502-L.
INSTALL WET BARREL FIRE HYDRANT ASSEMBLY PEH CITY OF NEWPORT BEACH DWG.
NO. STD-500-L. CLAS~ "A" FH.
CONS TR. 8" MJ BEND WITH RETAINER GLANDS AND THRUSTBLOCK PER CITY • OF
NEWPORT BEACH DWG. NO. STD-510-L. FOR NON-STANDJ\RD ANGLES, USE STANDARD
BEND(S) AND PULL JOINTS AS NECESSF,RY TO COMPLETE THE ANGLE.
CO/V07?i:'.18'' MA/JHCJLE ?cR C/,?"'r"' Or ,"Vc..WPORr ,e;,c,4c:::/2"
DPV6. /\/,:?, 07"0-,p!O/ -c.
INSTALL 8" MJ X MJ BUTTERFLY VALVE WITH COVER AND RISER PER CITY OF
NEWPORT BEACH DWG. NO. STD-511-L.
CONSTR. 8" DIP, CLASS 52 IN 8 MIL. P.E. ENCASEMENT.
CONNECT TO EXIST. 8" A.C. PIPE WITH 8" DIP X ACP TRANSITION COUPLING -
LONG SLEEVE MODEL WITH STAINLESS STEEL HARDWARE. REMOVE EXTENT OF 8"
ACP UPSTREAM OF JOIN POINT.
INSTALL 6" FE X MJ BUTTERFLY VALVE WITH COVER AND RISER PER CITY OF
NEWPORT BEACH DWG. NO. STD-511-L. •
INSTALL 8" X 6" MJ X FE TEE WITH RETAINER GLAND AND THRUSTBLOCK PER CITX
OF NEWPORT BEACH DWG. NO. STD-510-L.
INSTALL 6" FE 90° BEND WITH RETAINER GLAND AND THRUSTBLOCK PER CITY OF
NEWPORT BEACH DWG. NO. STD-510-L.
INSTALL 8" X 6" FE X FE REDUCER WITH RETAINER GLAND.
INSTALL 8" FE X MJ ADAPTER WITH RETAINER GLAND.
11\lSi-At..L. 8" ,;91!.-~5 fvc. <>R \/.C.'P. $S.wEJ<. M"ll "1 1'"-1'.. c:,,,-y STA"IDAp..llS,
Jc,1w Eo.><1S,1N"' e,' ,;(cwf'.1<, <..,!Tl-( J'.LIS8ER. MEC.>lANlC.AL. BA1'10E.D COUP<..IN&
51>"o~t...6.~'> STE:S.L. CLAMPS. (cAuu:;>£R oR FIEJilivCo)
CUT' ~r1..u1o' il.><1'5TIN/i, :Se.we.I!. /VIA1,J ,;lrug E>Jt> WITH -13131:.R. $C-lt.Ew-P1...u(.-,
A./'JD CbNCl!.E'l1!,,
JHH---Co.n~sul to_D ts
15540 "[/ Rockfield Blvd. Irvine,
(714) 380-1143
CA 92718
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DETAlL 'A'
SCALE:'· 1 '' 20'
APPROVED
• uf1 LITIES DIRECTOR
--R.E. NO. 3i',,'l"l i'
DATE o,-15 -~2.
PUBLIC WORKS DIRECTOR
R.E.NO. i!W
DATE
PREPARED UNDER 1HE SUPERl.-1S10N OF: DESIGNED DRAWN
:;:z=, • V~ DATE. ~.£) '"'l=-D_A-,TE_L_BY-,JL_~----D-ES_c_RI_PT_IO_N _____ __,__AP_P_'D_. r,c;/V(;;c;;;.L,~. T:c_·_-+,~77-';,;'Ac-"-'(1-1.-'-.---j
,.. CHECKED DATE
72'C, ~92 DD RCE J5569 EXPIRES 9-J0-9 REVISIONS
______,,,,.,
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NEWPORT BEACH ·CENTRAL..
-LIBRARY ( .
PUBLIC FIRE ANO DOMESTIC ,
WATER LINES
CITY OF NEWPORT BEACH W-5220-$
PUBLIC WORKS Dl;'.PARTMENT SHEET 2 OF,
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