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HomeMy WebLinkAboutR_5530_S, ------- CITY OF COSTA t.1 E SA VICTOIIA. r-1 ··-·-z I 19 TH \ I\ J .., L;·.......,- ) I ,-' ' . ~ '. ' <' PROJECT LOCATION tJ ::, <l ST • 0 0 • • % ST .-'\ \ \ I \ li'AC 111 C V If ◊·-----~ C ' \ ", o,. U C o D MfMOIIIAl , A I II , --,f-----'-'n"'o_,_. ,.._. \ I .. _~ --~ GAY / I O I C I: o. _,_,, 1/4 0 1/4 1/2 J/4 1 f j GRAftotlC SCA.lf IN MllfS SYMBOL LEGEND -0-PO\'JER POLE 0 t.\AMMOLE 'O' FIRE HYDflANT a t.\ETEn DOX -0-VALVE E-r PO\'IER POLE At'.CHOR b, I.\ONUt.\ EtlT _,,_,,_ FENCE BLOC!( \'!ALL ,J A, ---C..::: C -\ 'IJ -o,, \ Di, ••, '\~ // ~ . ,· PROJECT BENCHMARK: IN THE SW PART OF THE INTERSECTION OF SUPERIOR AYE. AND PLACENTA AVE. i 41.7 FT SE OF THE CENTERLINE OF SUPERIOR; 219 FT SW ALON6 THE SE SIDE OF SUPERIOR FROM THE CENTERLINE PROLONGATION OF PLACENTA TO THE NORTH; IN THE "TOP OF THE NW CORNER oF A G>F,: X 8FT CONCRETE CATCH BASIN, NORTHERL'i R/W -..... OJF CKTY NJEVVPORT BJEACJI1 PUBJLJ[C WORK§ IDJEJPAJRTJMI1EN1r ~(Q)ffi\[Q) ~~~[Q)~LJ~~~(@ f~(Q)rui] ~lEW~(Q)~U [S)(Q)(UJ[L~~ ~~~ ( ~u ~ u~ ~dJffl 55 ] ucD ~cD~u~ o ~~W~(Q)~u l85©~[L~~ ~~~ APPROVED GENERAL NOTES; 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR 1N THIS CONTRACT'S SPECIAL PROVISIONS, BE CONTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 1985 EDITION" AND SUPPLEMENTS. 2. STATIONING REFERS TO CONSTRUCTION CENTERLINE. 3. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE PRESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION OF NEW UTIUTES. 4. WO~!< WITitlN CALTRArlS P. / W S'.-!ALL Bi:'. PEiFf1Rl.1EC: IN ACCORDANCE WJTH CALTRANS STANDARDS. ALL' OTHER \"/ORK SHALL BE PERFORr.1ED IN ACCORDANCE WITH CITY OF r-.!EWPORT BEACH STANDARDS 5. CURVE OATA REFERS TO FACE OF CURB. 6. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR ANO FINISH TO ALL ADJOINING CURBS AND WALKS. 7. ALL UNDERGROUND WORK SHALL BE COMPLETE PRIOR TO PAVING. . . 8. ALL ELEVATIONS SHOWN ON THESE PLANS ARE IN FEET ABOVE use & GS MEAN SEA LEVEL (MSU DATUM. SOUTHERLY R/w fESSl \II B. w t~,. C C1~f~3 = ~r.J-1I-B'3 1 CIV\l F CA\.\ NEWPORT Bl.VD. Cf . J-''° ~PROJECTSITE ""-~I LOCATION MAP co11sr Hwy u= w 0 :a; 0.., t<l I-I!\ ::, .\-<J ' NTS TREE '¾," PROPOSE□\ z:1 SLOPE SURYEY EXIST. 0~ -of) L: .L: .L.: L:t' SHRUBBERY ASPHALT PAVEt.1EtJT 8RICI( \'/All( L:: :_~j CONCRETE t :;I ~-""-"'""''21 E:UILDING EXISTING CONSTRUCTION N El'/ CONSTRUCTION ---!!-CENTERLINE ----,:;-SEl'/ER LINE -----w-l'.'AT ER LINE ----(j-GAS LINE --E--PO\'JER LltlE -T~I..-TELEFHOME LINE ABBREV. LEGENDS TOP OF CURB FLOW LINE FINISH SURFACE RIGHT OF \'JAY GRADE BREA!( CURB FACE VERTICAL CURVE TOP OF FOOTING e' \ co' VEXlSTING I SLOPE 41' TYPICAL -T//-CADLEVISION LINE TC FL FS RIV! GB CF vc TF Tl'/ RP TOP OF WALL ( CAP IIOT /ll[WV£D) I RADIAL POINT -"T."'w.,---1 T---t=(==wi -,:,P-SPRINl(L ER SYSTEI.\ STREET LIGHT EMERGENCY TELEPHONE AGfrNCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COl.1F.:.NV PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH (PUBLIC UTILITIES) COUNTY SANITATION DISTRICTS • 634-0251 973-5491 999-5715 640-2221 a~ Btool CONST. 'i:. FACE DF Bl..DG. 29' 8 EX15T ---------------------- I ------- f-1'...[-COLD PLANE AND JOtN I fl PROP05E.D STREET (@) SECTION WITH E.XIST. --.,,.--1-VARIES FROM 17-IG7° ( AC ----'-~--< 5QUTHERL'{ OF I k-'-. SURVEY q:_ TO 3-44 ~~--i~ ----1------------NORTHERLY OF ' ~ SURVEY 't_ 9 :-0 I "' 5 STREET SECTION NOT TO SCALE TABLE OF REINFORCING STEEL DIMENSIONS ANO DATA FOR TYPE I· A,9 WALL T.I'/. ~ o .. ,;n " 4'-0" ~·-o'" 0 2.° CflHftl ,nor1or C"ll #4 01 ltl • 3'-0 ,-. Q Soro #4oll~ #5ol •6 b 80•1 #001,e .:t•otl8 Too ~rooour,• l~OOp1I 1600 o•I I fo, TYPE 2 -4,8 ""'" moi to• ~ ........ 11 11~ou. Fin"h 9round hno al H~Oltd loe•.....,___ ; #4~112 ==-1 ELE'.V.• FOOTING STEP DETAIL ---._ I ---.J TYP. JOIN DETAIL HOSPITAL RD. AT NEWPORT BLVD. NOT TO SCALE ENGINEERS NOTICE 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THIS REQUIREMENT SHALL APPLY CON- TINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORM- ANCE OF WORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER, 2, ALL UNDERGROUND UTILITIES OR STRUCTURES, REPORTED OR FOUND ON PUBLIC RECORDS, ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS HEREON, AGREES TO ASSUME LIABILITY AND TO HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED OR INDICATED ON PUBLIC RECORDS, OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED OR RECORD LOCATIONS, THE CON- DESIGN TEAM: NO. 0 ® 0 0 ® @) 0) ® ® ® ® @ ® @ @) ® @ @ ® @ ® @ @ @ @) @ @ @ @ @ ® @ @ @ @) QUAWTITIES:(R-553O-S ONLY) DESCRIPTION QUANTITY UNIT PLACE 1• A.C. TY•F 111 -CJ-AR 4000 OVER -,,• A.C. TY•c 111 -82-AR 8000 O'JEA Ac: 340 e,• CRUSHED AGGREGATE 6ASE COURSE. A6! G"'cO FlACE VARIABLE THICKNESS A.C., TYPE 111 -C3 -AR 4000, OVERLAY PER TYPICAl.. 41 STREET SECTION, SHEET NO. 1 - CO!JSTF,ucr TYFE A2. -8 PCC CURB, GUTTER PER CAI.TRANS STD PLAN SC"a5 NO, NB-A OR TYPE 'A' PCC CUf'.B e, GUTTEeR PER C.N.E,. STD.-I83-L CO!JSTf.UCT TYFE"B' P.C.C. C\IR3 FER c1rv OF NEWPORT BEACH ST0-102-L 10 CONSTf;UCf 4" THICI( P.C.C. SIOE\'/ALK FER CITY OF NEl'IPOAT BEi.CH STC/•1 00-L 4080 SA\'/CUT. GGO REt-~OVi: EX'STING P.C.C. U.1FROVC?.~EtJTS, 3300 FiEt!.OVE EXISTING A.C. OVER A.B. 88"70 f.':t!.OVE EXISTltlG A.C. SEAY ANO/OR l.11SCELLAllEOUS A.C. 1'200 COLD PLANE AND JOltJ FER DETAIL SHEET t!O. 1 13B0 CO!!STF.\JOT WKEEl..CHAIR RAMP FER CAl..TRANS STD. PLAN NO. NB-B 4 FLACE ti 4 p.c.c. IN ME.DIAN AND DEPRESSED SIDEWALK 130 FnOTECT EXISTING IMFnOVEl.1EN[S IN PLACE. 5 RELOCATE B/\GKFl..OW PREVENTOR PER CITY OF NEWPORT BEACH STD sn-L 1 EXISTlt!S unUTIES TO EE RELOCATED BY OTHEFiS. i::; - f.':CO!JSTF;UOT 5 LF. TYFE •e• A.C.1 TYPE 111-BZ-AR 4000, CURB PER STD I133-L TO 10 JOIN TOP OF NEW F'C-C. CURB i EXISTING AC BERM- PLACE M15CE1,...LANEOUS 2 11 MIN THICKNESS A·C-1 TYPE 111-62-AR40001 TO 3.5 JOIN EX16TINEi IMPROVEMENTS CONSTRUCT RETAINING WALL (MASONRY) PER CITY OF LA 5TD PLAN-NO. B~37Gi1 ioB'::> _usEoR:r:0:..GR EV L/w· 6PL (T_: lftJCE-BfriCK-_ ofJ:~·.iJ1<4_c:jolc',Aiij-,---d.-9'/2b--w;Piea.t"'-1 • .PIPE·~ Gf;!AVeL._ ----- co:isTF:U()T cu;;3 ltlLET TYFE OL n.~1.01 FcA CITY OF NE\'.rOITT 6::t,CH ST0-300-L A/ID FcR DETAIL ® oN SHEET NO-2 1 CO:!STiiL!OT Cl.1~3 ltJLET TYFE OS Q.a3,5') FCn CllY a;: tJE\'.7-0:TI CS"-.CH 1 STD-~00-L All□ FcR DETAIL@ ON SHEET NO, 2 CO~J:;T~~:'-,-CORNER CONNECTION PER C.N.5-SI0.-$00-L AND DETAtL@ ON 5HT. 2 ~ C0~!3TF.1JCT LOCAL oci:~'=EE!O'.'J FCA CITY or r!E\',70:-rT CY.CH STO-SOt:.-L 2 MODIFIED FCA 0::iTt,!LS ® R. @ ON SHEET NO. 2 lt!STALL 1 Ci"' t.CP (1 250-D) SiOflM Dr.A!U. 26 FLU3 EX1STltJ3 O~.$.Jf!:-.GE FACILITY \",1'iH BRICK AND MORTAR SEAL '2.. fi~t!.OVE EXISTmG STOR\1 OiVJU SYSTEt1. 2. f.5t!.O'!C mren=ernNG FOATIO~l or EXlSTJt:s 1 t' c.MP. CO~,'STRUCT co~r-r-;:=TE FIFE t"":'\1_1.Nl c:::q .... TY ('Ii:' ,in:.r?onT E~CH STD-313-L At!D f.ECO~!~JECT TO PROPOSED 1 CATCH BASIN WITH A N!eW .SECTION 61= 1211 AC.P. .. r,n~OVE EXISTING 141 CAICH BASIN ~ CONSTRUCT /1 CATC\-1 BASIN .i. LOcAL DEPRESSION PER sm. 304-L £ 20<D-L 1 INSTALL 24" RcP a CO!!tlECT TO EX'5 rn:G ~ 4• nCP 1·,, ,H CO}lCf.':TE MFc COLLAR FER Cl ;y OF _ t NE\'J~Orii CEACH ST0-313-L 5EE DETAIL @ ON SHEET 2. F;ELOCATE WATER METER. BEHIND CURB PER CITY OF NEWPORT BEACH STD 503-L 1 f.cLOCATE e,PR!N\<.LER CONTROL PANEL Q SDl50N METER BOX 1 CONSTRUCT TYPE" C" PCC CURB 8 GUTTER PER NEWPORT STD· IS3·L 20 REPLACE IN KIND PC CONCRETE IN MEDIAN. • JOIN EXISTING. 19v; ADJUST WATER VALVE STD. 511-L BOX TO FINlSH GRADE. SEIC CITY-OF NEWPORT BEACH 2 RE:LOCATE EXISTING ELECTRICAL PUL\.. eox (CONLAINS WIRING f"OR CALIRANS1 1 516NAL 8 SPRINKLER CONTR,oL.LER) : CoNSTR.Uc-r CROSS -GUTTE:R PER DETAIL @ ON SHE.ET 2. 95 CONSTRUCT JUNCTION STRUCTURE l',io. '2. PER CrTY OF NEWPOITT 13EACH STD. 311-L I ALAN R SHORT RCE 30873 DATE EXP 3-3I-ss ' TONS TONS TONS LF J..F SF LF SF SF SF SF EA SF EA L.S. EA LF TONS 'Sf l=-A EA EA EA LF fA LS LS LS EA EA- LF Sf EA EA SF EA TITLE SMEE7 GROUP W CABLE OF CAUFORNIA COMMUNITY CABLEVISION UNDERGROUND SERVICE ALERT 962 -2411 EXT. 222 642-32'30 z20-2o!"s 1-800-422-4133 L.A. STD. PLAN NO. B 3761 TRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHERS FOUND AT THE SITE, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TCJ: NOTIFY THE OWNERS OF ALL UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK, LEAH A. CARTER~•~& -, ,17. < ...) NOEL S. MATEO ~t.1:i " SHT I OF 2. I I I 1. ,-. i ~------~-=:::::::t " ... -,,~ .. Jm DIETERICH-POST 21110 .c:l3 FILM . -·=:F:::-1~-----. ·---,. < __ :_ --=i ·. ~- DETAIL® NTS @) @ @ @) ~ CB r @ [TI -. @) II "' o_ ./ @ CONSTRUCT TYPE "C" P.C.C. CURB AND GUTTER PER CITY OF NEWPORT BEACH STD.-18 3-L. REPI...ACE IN KIND P,C, CONCRE.TE lN MEDIAN• .JorN EX\ST1N0, q '( ' ' ----- t ~ l\!l (:> 'C;;;i ~ I . ' ) G 7-j . -_::;.. ~ D i\Ji \fi ~ ~ 0 ~