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Home My WebLink AboutS_5148_S113860 :r CJ <i: LI.I ID :;:; ~ ADAMS AVE ..:'.'.+---1+_:_:=c.:._---~~--t-~ORANGf CO,i, 5 I 0 • ~ f- <!) z CITY OF COSTA. MESA C. 0 l L f G f f-------ci",' f-" z ~ :::> 0 I ; ~ 0 : LL. 2 0 m CJ ,e, ..,, VICTORIA (' VICINITY MAP . 0 w • r 0 C f -> . • . --1/\/su. ---~~-' IV \ \ ',~-'-,'->, u ,c :I CITY OF IRVINE U C , l/4 Q 1/4 l/2 3/4 l O---1No1GPiTe& PR0J&~T 1,oGATI0N GRAPHIC SCALE IN MILfS ♦ POWER POLE 0 MANHOLE tf FIRE HYDRANT □ METER BOX ----0----VAL V E E--POWER POLE ANCHOR ~ MONUMENT -x-x-FENCE BLOCK WALL c2J TREE c; !J"-.t) SHRUBBERY I" .,fL&.-d2& ASPHALT PAVEMENT ~~~ BRICK WALK I l ____ c_l CONCRETE t ;:J <L/-"''""""'"'"1 BU IL DI NG EXISTING CONSTRUCTION NEW CONSTRUCTION ---,t-CENTERLINE ----5- -----w- --£-- -TEL- -TV- -SP- .b: !S-l',l!i'!'. V.C.P c. t. l~-~1 -- SEWER LINE WATER LINE GAS LINE POWER LINE TELEPHONE LINE CABLEVISION LINE SPRINKLER SYSTEM STREET LIGHT &l'tl &Tr NG VITF:lfli:;O Cl,AY prpe, CA&T tROH ~Y.l&TING FINlflH GF:PiD~ ~KlflilN& flNl!,H CONTOUR EMERGENCY TELEPHONE AGENCY 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 ALERT ---•I • NUMBERS NUMBER 634-0251 895-0221 611 644-3011 962-2411 SIT6 542-6 222 af!er 6:oo 542-3975 720-4040 1-800-422· 4133 Q > ....) d) CITY NEWPORT PUBLIC WORKS IN F< 000 AT OF BEACH DEPARTMENT MAG ARTHUR 130UL,&VA~O APPR0Y6D e,y . pu&~1e WORK~ OIR6GTOR R.C,.~. 1Z&Olo PRIVATE ENGINEER'S NOTICES TO CONTRACTOR ~E EXISTEt-.GE ANJ LOCATION 0~ ANY UNDERGROUND UTILITIES OR STRUCTURES AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE COl(DIT- SHOWN ON THESE PLANS ARE 08TAl\£D BY A SEARCH OF AVAILABLE RECORDS TO IONS DURING THE COURSE OF CONSTRUCTlON OF THIS PROJECT, INCLUDING SAFETY OF ALL PER- THE BEST OF OUR KNOWLEDGE, THERE ARE NU ,.t:.XISTl"'3 UTILITT~ ~>XCEPT THOSE SONS AND PROPERTY THAT THIS REQUIREMENT SHALL APPLY COITTINUOUSLY AND NOT'BE._. SHOWfi ON THESE PLANS. TtlE CONlHACTOR lS REQUIRED TO TAKE ALL PRECAUT-LIMIT TO NORMAL WORKING HOURS, AND TI-IAT THE CONTRACTOR SHALl DEFENO, INDEMNI.N .. A.ND"" IONARY, MEASURES TO_PROTEGT TI,E UTILITIES SliOWN, AN1l ANY OTHER LINES OR HOLD THE QWNER AND THE ENGINE ER HARMLESS FROM AN'r' ANO ALL LIABIUT'f REAL OR. STRUCTURES NOT -SHOWN ON THESE PLANS, AND IS RESPON~IBLE FOfl TI-IE PROTE:T ALLEGED, IN CONNECTION .WITH THE: PERFCftMANCE OF WO .. I( ON THIS PROJECT, EXCEPTING "ON OF, ANO ANY DAMAGE ,-0, T~ESE LINES OR STRUCTURES THE CONTRACTOR FOR LIABILITY ARISING fRGM THE SOLE NEGLIGENCE OF THE OWNElt OR THE ENGINEER. BENCHMARK l'li~UM6O TOP Of e-l'ilflTllfG $e'N6~ MP.HHOl,6 fii ~;~. 4+?&.toS 5HO'HN HeP:&ON TO && : 51,&'/. a LO. 00 GENERAL NOTES 1. The construction of all public improvements 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 Edition and supplements. • 2. Stationing refers to centerline of street. 3. 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. 4. Curb data refers to face of curb. 5. All exposed concrete surfaces shall conform in grade, color and finish to all adjoining curbs and walks. 6. All underground work shall be completed prior to paving of street and driveways. 7. Pavement sections shown are minimum and subject to revision and approval of the city as required by soil tests taken after completion of rough grading. 8. Sewer manholes shall be left below pavement grade and brought to finish grade after pavement is in place. 9. Stations shown thus (0+00) are storm drain stations and are independent of all other stations. 10. Sewer, water and storm drain lines distances shown in profile and in the estimated quantities are horizontal distances. 11. Stations shown [0+00) are sewer stations and are independent of all other stations. 12. The contractor shall request inspection from !he 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. 13. 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. 14. The contractor(s) shall obtain a permit to perform excavation or trench work as described in No. 13 above from CAL-OSHA. 15. All storm drain, sewer and water pipe shall be bedded per City of Newport Beach ST0.-106-L. 16. VCP sewer pipe may be used in lieu of PVC pipe by special permission. Pipe shall be manufactured per ASTM D-3034 SDR-35 or ASTM F-789. All fittings shall be prefabricated full-body fittings. PVC sewer pipe bedding shall be ¾" crushed rock from 6" below the pipe to 12" above the top of pipe and shall be consolidated by jetting prior to completion of trench backfill. 17. 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. 18. Thrust Blocks shall be installed on all water main fittings in accordance with City of Newport Beach STD-510-L. 19. Water mains shall have a minimum of 30" of cover from subgrade. 20. All concrete shall be 560-C-3250. 21. Slope anchors shall be provided on all lines in accord with City of Newport Beach STD-314-L. 22. A.C.P. with a D-load of one and one half greater than required for RC.P. may be used for storm drains. 23. All sewer lines to be owned, operated and maintained by the City of Newport Beach shall be video inspected after cleaning, air testing and mandrilling. All video inspection shall be performed by the City Utilities Department. The developer shall pay the current rate established by the City for video inspection. Any sewer line found to be installed incorrect! y, defective, damaged or otherwise compromised shall be repaired/replaced and reinspected, including air test, mandril and video, prior to acceptance. 24. The contractor shall notify the Fire Department 48 hours in advance of shutting off any fire hydrants al 644-3106. 25. The Fire Department shall be notified 48 hours in advance of all lane closures. 26. That a fire protection system acceptable to !he Fire Department be installed by the developer and tested by the Fire Department prior to storage of any combustible materials or start of any structural framing. 27. All flanged pipe joints shall be joined utilizing type 316 stainless steel nuts, washers and hex-head bolts. Caskets shall be full-faced, cloth reinforced Buna-N rubber. 28. Flex and transition couplings used to join pipe in water main construction shall have all threaded parts and joining hardwar!' fabricated from type 316 stainless steel. 29. 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. 30. Bolted connectors fabricated from type 316 stainless steel shall have threaded parts coated liberally with an approved anti-cease compound. 31. 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 shaJl be accompanied by written certification from the manufacturer stating compliance with the appropriate specifications. ... 0 .., ! 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N0.-401-1,. cfll.--------@-R&CON$TRUCT &Xl~T, ~W&RMl',NHOt,e &Pt~~ fOF! N&W S&W5R MPtlH reR GN6STO.N0.·40t-l,, L.f. --------i-CON!IT~ucr 8" v.e.p. ~ew&R pipe-, eeooING t e,,;e~fl"~ reR CN& $TD. No.-106-1,. ---------4 -ReMOY~ tNTe~feF:(N(; r1re-4 flTTIN6$. ~/Ii.--------S -Rl5MOY8 6llil~T, &&We-II! CUSPIN-OUT. "·P· --------@-AB/liHOON eitil~T-&ewe11: MJIIIN tN P"Pi(,l,. (;/Ii. - - ------(j)-eur ~ ReMOY& e-xrtT ING Mll'INHO"e PIP& CONN6CTION . ser,1, WITH N0N•$HRINK G~OUT MIX. (5A. -------®-eo~e ~w el'il~TIHG COHCP:&T& MANHOIAi 4' tN&TPil,1, N~W r1r11 $jUP, P6F: (iN&. ~peClflC/lijlON!i. APPROVED c;;},Q)t./4 PUBLIC WORKS DIRECTOR • ~.e.e, NO. IU/H DAT' / ~tt ,tJ'\ S6W6R MPilN Rept,/liG~M~N T 5/liYWOOO !15W61c: C,OL,L,6vTO~ AT MAeli~THUlc: &0UL,ISVP!!c;0 -- -- - DATE BY DESCRIPTJON APP'D. DESIGNED(;.(;. DRAWN (;.Ei. CITY OF NEWPORT BEACH ~-~148-!:t REVISIONS PUBLIC WORKS DEPARTMENT SHEET 2 OF 2 :..:, ;