The URL can be used to link to this page

Home My WebLink AboutW_5216_S113860 ::c u <( I.LI III ~ f- (!) z -f-z ::::, ::c LL 0 ~ u BAkER- -► ~ :.j.__...:•:.f.1-_!A.!?_D~A M~S:._ __ _,,,...:;Ac,cV-'.E -h(." ORANGE COAS 1 ' ~ • ~ ' < • 0 ~ 0 < • m ,0 .. CITY OF COSTA MESA VICTORIA . Ill { > C 1 9 TH ,c j:: z II u • ,c L\ .. I C' / ;to / C' 51 0 CO ll EGE f------c';;'/ 1------IORANGE C ST. -> • < • FA I I G It VICI N ITV MAP T/4 0 1/4 1/2 3/4 1 GRAPHIC 5CALE IN MILES SYMBOL LEGEND • 0 ti □ --0--- E- POWER POLE MANHOLE FIRE HYDRANT METER BOX VALVE POWER POLE ANCHOR MON UM ENT -x-x-FENCE BLOCK WALL c.~ TREE lJ,,,fu SHRUBBERY / w ..tz-41!-""'.,,., ASPHALT PAVEMENT ~~ BRICKWALK l_;_~:::_:~j CONCRETE ~ ;::J i'u-L/-L,-_L'4 BUil DING EXISTING CONSTRUCTION NEW CONSTRUCTION ---i-CENTERLINE ----s-SEWER LINE --·•-w-WATER LINE --t,-GAS LINE -E-POWER LINE -TEL-TELEPHONE LINE -rv-CABLEVISION LINE -sP-SPRINKLER SYSTEM :t{ STREET LIGHT EMERGENCY TELEPHONE AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTttERN CALIFORNIA EDISON COMPANY PACIF'IC TELEPHONE COMPANY CITY OF NEWPORT BEACH (PUBLIC UTILITIES) COUNTY SANITATION DISTRICTS COMCAST CABLEVISION COMMUNITY CABLEVISION UNDERGROUND SERVICE ALERT IRVINE u C Ii NUMBERS NUMBER 634-0251 895·0221 611 644-3011 962-2411 U-NIVERSl1 1 VIE MEM Rl,t, p .. IID, 542-6222 after 6'.00 542-3975 720-4040 1-800-422-4133 U (I I OF CITY NEWPORT PUBLIC WORKS BEACH DEPARTMENT RID T&R MAIH J,._,-JvA(l.."f ~-,,.I lo/>2.. Dlii& PRIVATE ENGINEER'S NOTICES TO CONTRACTOR THE EX,1STENCE A"IP LOCATION OF ANY UNDERGROUND UTIL111ES OR STRUCTURES AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSl:BILITY FOR JOB SITE CONDIT- SHOWN .ON.THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABL€ ~ECORDS TO IONS CURING THE COURSE OF CONSTRUCTION OF THIS PROJ5:.CT, INCLUDING SAFETY OF ALL PER-:: THE B[ST.OFOUR KNOWLEDGE,-THEAE ARE Nbie:xrsr11(, UTILITfES t-XCEPT THOSE SONS AND PROPERTY THAT THIS RF.:QUIREMENT SHALL APPLY CONTlNUOUSLY AJ\1D NOT BE.:..•-:, SHOWN ON THESE PLANS. THE CONTRACTOR rs REWlRED TO TAKE ALL PRECAUT-L !Ml T TO NORMAL W~K!Nd .HCIURS1 ANO 1HAT THE CONTR.,,Clt>R sitAL.L·DEFEND:INDEIHIF;J{~;- ION~RY, MEASURE.$ :ro,PRO'f..ECT 'f.HE UTILITIES SiOWN1 AN'D ANY flTl:IER LINES OR H1JLD rt£ OWNER AIID Tff~ENGINEER HAANµss f110M ANY' AM> ALL pABIUTY., ·REAL QR~,~ STRUCTURES NOT SHOWN ON THESE PLANS, ANO 't$ .RESPONJIBLE -FOR Ti-IE PROTECT A! .LEGE.D,-IN CONNEOTIDN:-.WJ'l"H THE: PERFORM4NCE OF WORI( ON. THIS PROJECT,, EXC£PTifilG • -. JON OF, AND ANY DAMAC'3E iO, TlrlESE LINES: OR STRUCTURE:S. THE CONTRACTOR FCl!R LIABILITY AJ.tlSIN_G'. {~f~_:rH,E so~ N~~Ll~ENOE OF ~~..,OWNElt OR_ T_HE ENGINEER~_:: .• - Oli't'IS- \ \ ·, ' ' ', GENERAL NOTES i, The construction of all public improvements shall conform to the requirements of the Newport Beach Construction standards, Standard Special Provisions, Design Critnia, Standard Drawings and the "Standard Specifications For Public Works Construction", 1991 Edition 0and supplements . i. ,. 4. 5, Stationing refers to centerline of street 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 work shall be completed prior to paving of street and driveways. Sewer, water and storm drain lines distances shown in profile and in the estimated quantities are horizontal distances. l The contractor shall request inspection from the Public Works Department 48 hours in advance of performing any work at 644-3311. The Public Works Department Inspector shall also be notified after placement of forms and prior to placement of any concrete for curb & gutter so that the forms can be checked for line and grade and• comparability with existing construction. '1. 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. B. The contractor(s) shall obtain a permit to perform excavation or trench work as described in No. 13 above from CAL-OSHA. 9. All storm drain, sewer and water pipe shall be bedded per City of Newport Beach STD-·106-L. ' 10. 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. ll. Thrust Blocks shall be installed on all water main fittings in accordance with City of Newport Beach STD-510-L. 12. Water mains shall have a minimum of 30" of cover from subgrade. 15. All concrete shall be 560-C-3250. 14. The contractor shall notify the Fire Department 48 hours in advance of shutting off any fire hydrants at 644-3106. IS. The Fire Department shal! be notified 48 l;lours in advance of all lane closures. U1. All flanged pipe joints shall be joined utilizing type 316 stainless steel nuts, washers and hex-head bolts. Gaskets shall be full-faced, cloth reinforced Buna-N rubber. ' l '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. 18. Pipe harness assemblies, valve and fitting restaints and shackle-damp assemblies shall be joined utilizing type 316 stainless steel all-thread rod, nut bolts and washers. Clamps, shackles other hardware may be carbon steel or ductile iron where appropriate, but must be coated liberally with corrosion protective mastic compound. 1,. Bolted connectors fabricated from type 316 stainless steel shall have threaded parts coated liberally with an approved anti-cease compound. 80. _ 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 established 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-si 1ro .. ~ SHT. 1 OF ~ z m 0 ~ • ~-a ' ~ ~ ~ 2 m " ,. C: I: 2l "' 2 ' ;; l I ~ I ,; z I 0 r C " " e • 0 □ g " '° z ~ 2l 3'' " X " § s < a' ' < z ~f " • " -· □ Z' " :D gr; , " ~ ,. " rn G ~ r I 'i' C X z j, I I l I I I !. I.II I I I I -- -f -- ----II - --Ii. -. ----- I --- -I --- -!ff -~--- --' ~ r I * I - I ----. II ---ii I -' ,_ ---' ----g I i . -- . -~ I ~ iffl f--- . ~--. ~ -I I! - - ' Ill . . . - --·--~ ~ ~ • . I - --- I . ~ -~ II I + -I -. --Ill ,U.. -• . ~ -- i . -- I - I -r ~ I I -. .: . I • ~ • -. . . -.. • --~ .. -I ,-:= --. . . . . ' . --. -~ -- --- f-----PROFll,e 6Gfll1,& ' -I - ---V6~N: i-• i :_ - I r HOF! i: S":: 10' -- - -a-' -- -t i+SO 1 ' I - DIETERICH POST REORDER NO. 113013 . - --- --- - --- - ----- -- - -- - - =--f- 7 -~ ' . I I r --. -' -- -- + -- - ---~--= -- --~ h --- -- --- -~ -- -- -. - -cc - --=-- ,_ ' ----- ·-L - - -' - ' --- I cc _--- _---I -r --- " ' - -~ I O+SO -- - 0 J ' \ -- -- - - -- - -- -: -- - - - - -- ' I I -- ' - - QUANTITY 6fljlMAj& I,. 5. l,. !,. l,. !,. ?,4t I,. f. l (;fl,. 'Z f; /1,. i 61,. ~it i,.r. i er,. i EA. 1 er,. ~ &Pi. 1,.5. I,.&. i eh. ~t l,.f. iot ~ i f;flt. - i,t 1,.f. L 5/li. i e,r,. -I f;P,. 8 er,. DATE BY DESCRIPTION REVISIONS - - - --- - - - - -· - --f-i •, - ' - --- - - - - - - -- - -- APP'O. DESIGNED&.&. DRAWNEa.~. r - - -- - - - - --- - - - --- - GOl,l,INS t~LAND e>RI OGe WPiTeR MlilN RePLPiG e-ME-NT - r CITY OF NEWPORT BEACH W • 5 21 G,• ~ PUBLIC WORKS DEPARTMENT SHEET t OF. 9 11 I I \ I - I I' J I I I I.. ~ -I N DIETERICH POST REORDER NO. 145720 . . ... . ' -, . . - . . .. . : \ ) lN~TPtU, t,t~K ~&Pit, i'l'f& V'IP.Ll, r5N&'[~Pijl0N &S/111, Mooe~ I,~ ~OO•G. _t: :~ :_· ;_· ..:.__·:~-·-=-· ~-2· -~--.,...~-:...:.· ~......__ eul,l'iHEll!O Y'/'11,1, WP,1,l, P&H&TRhTIOH M&CtlANIICl\l, !,&Al, OcT /l. I l, ----&" wi;1,oeo ~Tl!ISL w11ir&11: M~rN-------,r . GRlfiliB.LL Ptr& ROU, ~/liNO • f!6feF:-~ TIJ &f'E05. O0U8t,& $Tl'iC.l'i ~" x 1 ~• $jl'IINLE~ !Te& Wl'r&H!:?IIIS. No. 24668 DATE BY HAHD·HOL6-WI...., A_IK __ .. -YACUUM Rel,V.\6-VA~Y5 11 A!,$6M&~Y DESCRIPTION REVISIONS O&TA I l, 1. NO &C~l,6 APP'D. DESIGNEDG.G. DRAWNl:,.G. COLl,INS ,s~AND r>RI DGe WAT6R MAIN R&Pt,AC6M6NT CITY OF NEWPORT BEACH WN 5 i 1 (o-S PUBLIC WORKS DEPARTMENT SHEET 3 OF ~ l ! i I: I 1· \ ' ~ ~ z I 0 r u " 8 s m n g " D • □ ~ m 0 g " ~ ~ • z a C 2 s < w • m • " " 0 a ' jj " ~ s D z m " > ~ ! I I,, I· 't: -, \II I I I I 0 'h I (,c I ~ I \; z I 0 r 0 " n s m 0 0 " " ,, 0 0 ;g . m § " D w q • < z a C 2 s < w 0 m . . " " n a ' ii ~ " " D z m n > Is 0 ~ ~ • i ' 113660 BA.KER I u <t w CD 0 i-----------j------',:,:----t---"-~ ~ I- C) z > • 0 • I-" z :;: CITY OF COSTA MESA ::::, 0 I : '( 0 2 LL £ ,c 0 • VICTORIA 5 T . .. 0 r1 ~ I j--·l.,.J"i----'-1 ':..:T_c:H--+.~-.:.' :....1 ---tc,(( :' i \ ~ J: ~ ; L.,._.'-i! ... A'¼ I ,0 ,, C VICINITY MAP ¼ 0 ¼ ½ ¼ l GRAPHIC )(Alf IN MllE5 SYMBOL LEGEND ..... 0 'Cf □ -0- E-- POWER POLE MANHOLE FIRE HYDRANT METER BOX VALVE POWER POLE ANCHOR MONUMENT -x-x-FENCE BLOCK WALL c'.3 TREE C ,!J'-/sJ SHRUBBERY /'-' .&_,,,,_,,,,_,,,. ASPHALT PAVEMENT ~B BRICK WALK 1.. . · I l_·c_ __ ;J CONCRETE t ~ 1-L,,~,...v~Ll BUILDING EXISTING CONSTRUCTION NEW CONSTRUCTION ---i-CENTERLINE ----5-SEWER LINE -----w-WATER LINE --6-GAS LINE -€-POWER LINE -TEL-TELEPHONE LINE -rv-CABLEVISION LINE -sP-SPRINKLER SYSTEM ;J'. STREET LIGHT EMERGENCY TELEPHONE AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUT\lERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH (PUBLIC UTILITIES) COUNTY SANITATION DISTRICTS COMCAST CABLEVISION COMMUNITY CABLEVISION UNDERGROUND SERVICE ALERT NUMBERS NUMBER 634-0251 895-0221 611 644-3011 962-2411 U-NIVERSl 1~ N .. , \ CI r·y OF IRVINE U C , \ P•Clfl Vlf MfMOIIIIA P • II k • 542-6222 after 6:oo 542-3975 720-4040 1-800-422 • 4133 , ' ~ -~ •':_~ OF CITY NEWPORT PUBLIC WORKS BEACH DEPARTMENT • • ~ " i . ~-., ' -· tc,, I I#: ., -~ ·•. '\ .. .-; .~ t ,. ' ' '!iJ I ,, 'l .,;_ . t ' • r ,;, i 'If: ~' ~·' ( -· ., . ' .. t is; ~- ,,, . '.-t :\1 111 ··' L,. ·, '.Isl., ,i] ' p ' ' ' ,~:•. ~ _:: t :,;-' '. , Ii ,. ..)"',-JuArz.1 (.,..,._ t<;)':)1_ OfliTu PRIVATE ENGINEER'S NOTICES TO CONTRACTOR IBE EX1STENCE A~P LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDIT- SHOWN ON THESE PLANS ARE OBTAINED BY' A SEARCH Of AVAILABLE RECORDS TO IONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INa.UDING SAFETY OF ALL PER-THF BEST OF OUR KNOWLEDGE, THERE ARE NO 'EXl'S'Tlt,g, tJTtLITIES t>XCEPT THOSE SONS AND PROPERTY THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY ARO NOT BE.__. SHOWN ON THESE PLANS. ll'IE CONTRACTOR IS REQUIRED TO TAXE ALL PRECAUT-l lMIT TO NORMAL WORKING HOURS. AND THAT THE CONTRACTOR SHALL DEfUIO;tlDEIINIFJ;°ANt:J'-lONARY, MEASURES TO_PROT-.ECT THE UTILITIES SHOWN, ANTI ANV OTHER UNES OR HOLD THE QWNER ANDTHE.ENGlNEER IMNLESS FROMANY-AJ.D ALL LIABILITY REAL.OR!;..£= STRUCTURES NOT SHOWN ON THESE PLANS, AND tS .AESPON$1BLE FOR TiiE PROTECT ALLEGED, IN CONNECTION ~JTH THE PERFORMANCE OF WORIC ON TKIS PR9JECT, EXCEPTING ION OF, AND ANY DAMAGE TO, TMESE LINES. OR STRUCTURE'S. THE CONTRACTOR FOR LIABILITY ARISING fijQU THE SOLE NEGLIGENCE OF IBE a«NEfl: OR THE ENGINEER.. -~ ' . .• j, 2. 3. 4. s. ?. e. to. 11, GENERAL NOTES The construction of all public improvements shall conform to the requirements of the Newport Beach Construction standards, Standard Special Provisions, Design CritPria, Standard Drawings and the "Standard Specifications For Public Works Construction", 1991 Edition ,and supplements. Stationing refers to centerline of street. Existing underground utilities are shown as per available records. The contra-ctor shall be responsible for verifying the actual location and elevation in the field prior to beginning construction of the new facilities. All underground work shall be completed prior to paving of street and driveways. Sewer, water and storm drain lines distances shown in profile and in the estimated quantities are horizontal distances. The contractor shall request inspection from the Public Works Department 48 hours in advance of performing any work at 644-3311. The Public Works Department Inspector shall also be notified after placement of forms and prior to placement of any concrete for curb & gutter so that the forms can be checked for line and grade and comparability with existing construction. 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. 13 above from CAL-OSHA. All storm drain, sewer and 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. •.' le. Water mains shall have a minimum of 30" of cover from subgrade. 13. All concrete shall be 560-C-3250. 14. The contractor shall notify the Fire Department 48 hours in advance of shutting off any fire hydrants at 644-3106. IS. The Fire Department shal! be notified 48 hours in advance of all lane closures. I~ All flanged pipe joints shall be joined utilizing type 316 stainless steel nuts, washers and hex-head bolts. Gaskets shall be full-faced, cloth reinforced Buna-N rubber. l'l. 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. 18. Pipe harness assemblies, valve and fitting restaints and shackle-clamp assemblies shall be joined utilizing type 316 stainless steel all-thread rod, nut bolts and washers. Clamps, shackles other hardware may be carbon steel or ductile iron where appropriate, but must be coated liberally with corrosion protective mastic compound. I~. Bolted connectors fabricated from type 316 stainless steel shall have threaded parts coated liberally with an approved anti-cease compound. io. 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 established by the ASTM and the ANSI specifications. All fasteners shall be accompanied by written certification from the manufacturer stating compliance with the appropriate specifications. SHT. 1 OF 3 . • ·. - -- -- .. ----- . . I. - DIETERICH POST REORDER NO. 113013 VI ~ ' - ' -- -- . -... ... ft - -•--_, iii M ~ JI 7 • .. - . I ~ . -. ----. I. 7-- 1+50 - i -:: PR Of I l,6 $GPl1,f; V 611,;T. : \n = 'Z HOFHi: 1n1110' im .. . .. . -;, 7 - _,_ - -- --·- . I II l - I ' - -------- ' II ~ ---- -. f----------- -------1·· -----..... ----,----- 0+$0 ~ " -..• _-,._,~/~ '' , / -1---- ' - 0 >-11> :s < ' ~ .a> ~ ~~ "--~~ ~~ --I ' I ~,wWt?a1~&t= A.&. tlO. '3!17'l~ Dl'ITe JA,HJA .. Y G, ',., ..... ... . . - -- -.. - ' QUANTITY e,jlMJlijlS- 1,.~. DATE BY I,,~- 1,, !>. ?,4 t L. f. 1 ~P,. i F;P,. i er,. ~it L.f. ?, £;I, . e 61,. 1 &/Ii. t &Pi. I,.~. I,.~- 2 er,. at 1,.f. tot l,.f. i e/i. iat 1,.f. L efli. i &P,. 1 r,P,. 2 61',. • DESCRIPTION REVISIONS -' APP'D. -- - APPROVED (]0.}~ PUB,IC WORKS DIRECTOR R.E. NO. f ?.f'?f OAT~ I-E _,,.,__ DESIGNED(:s.£1. DRAWN(:s. (:s. CHECKEDP-J.D. DATEU-&·91 ------ ·· ---1·· -I·· GOLLIN 5 t~~I', ND f!>RI DGe- WP1TeR MP-ii N Re pt,p., C ~M t;-NT CITY OF NEWPORT BEACH yt .. 521G, .. & PUBLIC WORKS DEPARTMENT SHEET 'e OF 3 • • ; . DIETERICH POST REORDER NO. 145720 ,!) z: z: lb . o!:: ,::: :5: ~~ • lb "" <:, .., . . , . . . . . . . . . . . . ~ . .. ... .. . .. . .. -. . . . . . . .. . : . . \ ) lH~T/liLt, l,IHK ~&/ii, i'fP6 \'/PiLt, fe-NE-'!"F:Fl'fl ON ~~/lit, MODe-li I,~ 400•e. 6UUiH5/ltO Yf/il,I, WAl,l, PeNeTR~ilOH MeCH/SaNICl\l, S&Al, . -----6" we1,oeo ~i1$L w11rr~ MJ1i1N ----,~ GFUNNE-LI, PIP& F:01,(, ~/iNO• Rer&F:-- TO ~rse~. ooueu, &r11,r,r, ¼" x 1 ~ &ifli1N~~~ ~Te~1, 'N/li&HE'~!,. f)ULKHfl'iO WP.Lt, DATE BY i = ~,,::-,_~ / i" r,r,os& eii:r.~~ N1rr1,e-M-,.r.r. i" lilR 11\6-1,1;/i&~ ~ VliiuuM e»R61il'\ei V/l,t,Vr1 1 r,t,li•V/il, MODGI, ~~ Fi WljH f. ,. P. T, , N U1T t OUTL6T, HAHO·H0t,6 WITH AIR-VACUUM R6l,&A~ VALV& #'1~$6M&~Y DESCRIPTION APP'D. REVISIONS 0 &T P, I l, 1 NO 5Clil,5 DESIGNEDG.G. DRAWNG.G. CHECKED O DATE 8 9t P. J. . 11· • COL~INS l~~P,ND f!>RI DGe WATeF: MAIN ~ e,pt,P, C ~Me NT CITY OF NEWPORT BEACH w-sit~ .. 5 PUBLIC WORKS DEPARTMENT SHEET O OF 3