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HomeMy WebLinkAboutR_5730_S. . . • • VICTllRIA • ': ·o·. · ..... INDICATES AREA •. • • •• · ·•:· .,.'SHOWN ON LOCATION MAP·· ..... VICINITY MAP -~-···---------- . •, REDUCED SCALE . PO'v/ER POLE MANHOLE • FIRE HYDRANT 'v/ATER METER B□X & SERVICE GAS METER ·.-.. ~ VALVE , . • :1., :rc-f"-.---'- •. -., ·: 'A .-~.,; ~:, u PO'v/ER POLE ANCHOR • MONUMENT NOTICE TO CONTRACTOR UNl\£RSI fl SYMBOL LEGEND BLOCK\JALL TREE Q CJ SHRUBBERY "'".,,,, .= .,,,_ ASPHALT PAVEMENT : :::::!:::;:\:;:\ BRICK'v/ALK I':'. •. · · .•... ':I CONCRETE r/////////a BUILDING EXISTING CONSTRUCTION PROPERTY LINE NE'v/ CONSTRUCTION U.C,I. PROJECT --_ Ci,_ --CENTERLINE -----S----SE'v/ER LINE ----'w----VATER LINE ---G-- -GAS LINE --E--POVER LINE -TEL-TELEPHONE LINE -TV--CABLEVISION LINE -SP --SPRINKLER SYSTEM :a: -,,- STREET LIGHT SIGN PURSUANT TO ASSEMBLY BILL 3019, NO EXCAVATION PERMIT IS VALID UNLESS THE FOLLOWING IS PERFORMED:· 1. • UNDERGROUND SERVICE ALERT HAS BEEN CONTACTED AND HAS PROVIDED INQUIRY I.D. # ------------- : • i'. ' ~ ,_,., 2. THE UNDERSIGNED AGREES TO CONTACT AND OBTAINED AN INQUIRY 1.D. # FROM UNDERGROUND SERVICE ALERT (1-800-227-2600) AT LEAST TWO (2) WORKING DAYS PRIOR TO THE COMMENCEMENT OF EXCAVATION. •• SIGNED _________ _ DATE _________ _ ··.·•@W~~~ NEWPORT COAST CHILD DEVELOPMENT PRESCHOOL c/o THE GUGGENHEIM COMPANY ... 4100 -MACARTHUR[ BLVD. SUITE 150 • : NEWPORT BEACH CALIF. 92660 . . EMERGENCY TELEPHONE NUMBERS &[;)[;>0:a□@&G'!lv SARA GUGGENHEIM 4 BEACON BAY NEWPORT BEACH CALIF. 92660 PHONE: (714) 862-4300 [PQD[ID[1 □@ w@~~~ @)~~&~u[w~~u Cs@~@) ~@&[0 esw@~ @u&u □@~ ®cD◊®L?□®@ u@ @u&u □@~ ®®◊®~□L?@ . . . APPROVED: 0 (JJl'' PUBLIC WORKS DIRECTOR APPROVED: UTILITIES MANAGER R.C.E. 25553 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", 1994 EDITION AND SUPPLEMENTS. 2. STATIONING REFERS TO CENTERLINE OF STREET. (NORTHERLY RIGHT OF WAY LINE). 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. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE PUBLIC WORKS DEPARTMENT 48-HOURS IN ADVANCE OF PERFORMING ANY WORK AT (714) 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 THE EXISTING CONSTRUCTION. 10. 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, 11. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK DESIGNED IN NO. 13 ABOVE FROM CAL-OSHA. 12. ALL STORM DRAIN, SEWER AND WATER PIPE SHALL BE BEDDED PER. CITY OF NEWPORT BEACH STD-1D6-L 13. VCP SEWER PIPE MAY BE USED IN LIEU OF PVC 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 _" CRUSHED ROCK FROM 5" BELOW THE PIPE TO 12" ABOVE THE TOP. OF PIPE AND SHALL BE: CONSOLIDATED BY JETTING PRIOR TO COMPLETION OF TRENCH BACKFILL. 14. WATER MAINS SHALL HAVE A MINIMUM OF 30" OF COVER FROM SUB GRADE. DATE: &errf 14, tJ98 DATE 15. ALL CONCRETE SHALL BE 550-'C-,3250 16. SLOPE ANCHORS SHALL BE PROVIDED ON ALL LINES IN ACCORDANCE WITH CITY OF NEWPORT BEACH STD-314-L. . . 17. THE CONTRACTOR SHAll NOTIFY THE FIRE DEPARTMENT 48-HOURS IN ADVANCE OF SHUTTING OFF ANY FIRE HYDRANTS AT (714) 644~.3105. . 18. THE FIRE DEPARTMENT SHALL BE NOTIFIED 48-HOURS IN ADVANCE OF ALL LANE CLOSURES.· •· • ·' 19. A FIRE PROTECTION SYSTEM ACCEPTABLE TO THE FIRE DEPARTMENT MUST BE INSTALLED BY THE DEVELOPER AND TESTED BY THE FIRE DEPARTMENT PRIOR. TO STORAGE OF ANY COMBUSTIBLE MATERIALS GENERAL NOTES .· CONSTRUCTION NOTES: 0 0 SAWCUT CONSTRUCT 4" A.C. W/SEAL-COAT OVER 14" A.B. W/PRIME COAT. • . ---. -. -. ' 0 CONSTRUCT TYPE "A" .p:c.c .. CURB & GUTTER, 6" C.F .. PER STlD. 182-L. • 0 CONSTRUCT TYPE "A" P.C.C .. CURB & GUTTER (CURB FACE VARIES FROM . 8" TO 5") REFERENCE STD. 182-L .. '. CONSTRUCT 5' WIDE SIDEWALK PER STD. 180-L. CONSTRUCT COMMERCIAL DRIVEWAY APPROACH, W=28,' PER STD. 150-L. CONSTRUCT VARIABLE A.C. ·oVERLAY 0.10' MIMIMUM THICKNESS. CONSTRUCT SEWER LATERAL CONNECTION TYPE "A" PER STD. 405-L ADJUST VERTICAL ANGLE SO THAT THE LATERAL WILL PASS UNDER THE 4" FORCE MAIN WITH 5" MIN. CLEARANCE. ® CONSTRUCT 6" V.C.P. COMMERCIAL SEWER LATERAL WITH CLEANOUT AT PROPERTY LINE PER STD. 4D6-L. ·• @ PROTlECT EXISTING STREET LIGHT IN PLACE. ® @ @) POTHOLE AT 4" FORCE MAIN PRIOR TO CO.NSTRUCTION. CONTACT THE ENGINEER IF. FORCE MAIN WILL CONFLICT WITH 6" SEWER LATERAL. EXISTING SEWER MANHOLE, ADJUST .. TO GRADE. SAWCUT & REMOVE EXISTING CURB, GUTTER, DRIVEWAY, & SIDEWALK. ·@ REMOVE EXISTING SIGN POST W/THREE SIGNS.AND RETURN TO THE CITY OF NEWPORT BEACH. • . @ INSTALL DOUBLE YELLOW STRIPE PER CALTRAN . -20A, DETAIL 21. oFESS;o @ REMOVE.EXISTING A.C. PAVEMENT. ,;,"i>;S-1,1,-0 ~~ .~ :S.-er\ . :@ 1" Mlr-.llMUM COLD PLANE. .. f,s\ . CONST~iJcf PARKWAY CULVERT TYPE' ~c" v_::; PER sm .. :,;.319,-L S=4' -o", 8=3" -. ---· ,, ' ~ No" 20063 ~ ~ , Exp. W:31/99 C/V\\. AGENCY NUMBERS BASIS OF BEARINGS BENCHMARK· PLANS PREPARED BY: • . ' PFEILER . & ASSOCIATES .ENGINEERS INC ... 'c:ALL TOLL FREE 1~800-227..:2600 BEFORE: YOU 'DIG • SOUTHERN CALIFORNIA GAS COMPANY • • • SOUTHERN CALIFORNIA EDISON COMPANY PtlCIFIC TELEPHONE COMPANY • . CITY OF. NEVPORT :SEACH (UTILITIES) COUNTY SANIT A TI□N DISTRICTS C□MCtlST CABLEVISIDN • • COMMUNITY CABLEVISION UNDERGROUND SERVICE tlLERT ,,_ .· . . . -. 634-0251 895-0221 611 644-3011 962-2411 542-6222, AFTER 6100 PM 542-3975 720-4040 1-800-422-4133 · THE BEARING N 10'15'24"W FOR THE CENTERLINE. OF PRAIRIE ROAD AS SHOWN ON TRACT MAP NO. 15317 MISCELLANEOUS MAPS 752/1-11, RECORDS OF ORANGE COUNTY CALIFORNIA.· •• OCS BM 3S-41-91 ELEV 201.234 0.10 MILES NORTHERLY ALONG MACARTHUR BLVD. FROM T_HE INTERSECTION OF BONITA .CANYON ROAD AND. MACARTHUR BLVD. ON THE WEST SIDE OF MACARTHUR BLVD. SET IN TH.E. SOUTHEAST C_ORN.ER OF A CATCH BASIN: '612 N. DIAMOND BAR BLVD. DIAMOND· BAR CA. 91765 .. TEL (909) 860-585. . . ... ,t: .. JAMES L SANCHEZ (909) 860-3,967 t:J-2-98 DATE BY .. 29663 EXP 3-31-99 50'. , .• I . w· i-"---'-::-'-"'--t-..,--c,---'----c-,-c._~'----·~36~'~'-·c',-~·~•~·~, ... ··•-·•·_·_·;_:___--'-____ f--'--~··~1~0_·_._c__~'3 I 5' FORD> ROAD··· . - -. STA. 86+00.00 .• TO STA. 88+84. 76 NORTH R.O. W .• AND STATION LINE VARIES ';i 0 o! :r: I~ :.:_c_. -l Sl •· ·w .----'---t--~---'-------V~A~R~IE~S'---.,----------+---~1~0-• __ ~IS 2% FORD ROAD r, I I .J I _J ci o!. .. :r: I~ O' --. --1(/) STA. 84.+88.21 TO STA. 86-i-00.00 .• SHEET NO. 1 2 DESCRIPTION •. . TITLE SHEET . FORD ROAD IMPROVEMENTS • CITY OF NEWPORT BEACH THIS PLAN. IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT . AND ADHERENCE TO CITY STANDARDS AND REQUIREMENTS ONLY .. THE CITY IS. NOT RESF'ONSIBLE" FOR DESIGN ASSUMPTIONS AND ACCUJ,ACY. • . ' APPROVED_·,__,"--'~:'A~uc\twc)Ri<:s'i~:iNEER:---'?/4/<1,C DATE IMPROVEMENT; PLANS . .· . FORD ROAD· , '1<. • . • .• · .. ~,. • STATION 84+40.96 TO 88+84.76 '\.., --, ,· _. ,• ' - -·' '. . ' . . . •• .-' •, . • :;. '. ;:-~;" • DESCRIPTION : • • • • APP'Di DESIGNED . . ., • DRAWN . •. J.LS. • •• . e 1,4,!:.s .• • CITY OF NEWPORT BEACH REVISIONS . HEC~ED •. DATE.· . • ,-2-98 PUBLIC WORKS DEPARTMENT -SHEET t OF 2-. '. '. .. ,..,., ; ,,,;! --, ::::; : .• ~ 'f . ' .,.. . };:;·.,. ·,.;,.·:; ~~--,«.'•1>',,;.."'"1 ,,. ,-.,, --~--~.:..,,,_.. __ --. -, ____ , ___ ,, -·--·--~ II·);t::}~ • • . :: · ··· : t'1. f!':/i: •• _ ~,:i~CO__,_,N~S~T~R=UC~T-IO~N~N--=-0__,TE=S'--'-: £,.... c0·SAWC:UT·••··•'··· •. _· !,,•.:_\,.·'.·_·,1•.-.·•.:.'..·.:'.>./.·_••,·:··.· .• :·_·:_· .. -© CONSTR~C~ 4• A.C: ~/SE'.AL COAT OVER 14" A.B. : . " -;;< ·, ' W/PRIME COAT. • _ . -. ·._ . . -. . -- f, •• • • • '· . ':. ;rf;;cONSTRUCT TYPE "A~-·P .. c.c. CURB &.GUT_TER.,6" c.F. PER {_i': .. '•·: • . --.•• '-.::'..I _STD. J82-L.. · -_ . . _ . , -· -~ .,_ -- ,. ".. © CONSTRUCT TYPE "A" P.C.C. CURB\!G GUTTER (CURB FACE VARIES F"ROM • • • '. .· • .8" TO 6") REFERENCE STD. 182 L: • •.. • • • -,.· .. , ,,,-.. -, . I --... '·' \ .. •--•-, ,.,.. . xv CONSTRUCT 5• WIDESIDEWALK PER. SID. 180. L. · .: ® :CONSTRUCT COMMERCIAL DRIVEWAY APPROACH, w~28,' PER . sID. 160-L. •.· '.: ·. 0'. CONSTRUCT VARIABLE A.C. OVERLAY 0.10' MINIMUM THICKNESS ' ® CONSTRUCT SEWER LATERAL CONNECTION TYPE "A" PER SID. 405 L •. • ADJUST VERTICAL ANGLE SO THAT THE LATERAL WILL PASS UNDER • , THE 4" FORCE MAIN WITH 6" MIN. CLEARANCE. _ ®·_CONSTRUCT 6" • V.C.P. COMMERCIAL SE¼ER LATERAL WITH CLEAN OUT • . • AT PROPERTY LINE PER STD. 406 L. •• ... @ @ .. PROTECT EXISTING STREET LIGHT IN PLACE. , POTHOLE AT 4" FORCE MAIN PRIOR TO CONSTRUCTION. CONTACT THE ENGINEER IF FORCE MAIN WILL CONFLICT WITH 6" "5EWER LATERAL. EXISTING SEWER MANHOLE, ADJUST TO GRADE. ' SAWCUT & REMOVE EXISTING CURB, GUTTER, DRIVEWAY, & SIDEWALK. @ REMOVE EXISTING SIGN POST W/1HREE SIGNS AND RETURN TO 1HE • CITY OF NE\\PORT BEACH. · , , , @ INSTALL DOUBLE YELLOW STRIPE PER CAL TRANS. STD. PLAN A 20A, · ·• DETAIL 21. . ® REMOVE EXISTING A.C. PAVEMENT. / / @ 1· MINIMUM COLD PLANE. • • • I <::) • ··•@ CONSTRUCT PARKWAY CULVERT TYPE "C" C)X PER SID. -319 L. S 4' O", B 3" .• I 0::- / I~ I ff -Y1 nQ:-'?: Q ------- LEGEND E = UNDERGROUND ELECTRIC CABLE T = UNDERGROUND TELEPHONE CABLE G = GAS LINE S = SE\JER LINE SD = STORt-f DRAIN -\J = \JATER LINE TC= TOP OF CURB ll/,J = BACK OF \JALK fH = f!RE HYDRANT fL = FLD\J LINE fS = FINISH SURF ACE FG = FINISH GROUND·. GM= GAS METER MH = MANHOLE ',/\11 = \JATER METER 'v/V = \JATER VAL VE ------- rev = JRRIGATION CONTROL VALVE TR,SJG.P,B. = . TRAFFIC SIGNAL PULL BOX ST,L T,P.B . .,; STREET LIGHT PULL llOX S.C.O. = SE\JER CLEAN OUT OJW = DRIVEWAY S W = SJ DEVI/ALI< W ~ WATERMAIN ------------ R'O!-F'AVEMENT ; CURVE TABLE tQQj-RECONSTRllCTIDN ____ l:,. _____ R_~_L ___ T_·_ 0 74· 32" 30" 15.00' 19~52' 11.4' CONSTRUCT ::: VARIABLE . AC OVERLAY EX."' EXISTING C.8. • CATCH BA51"1 @ 74• 32' 30" 20.00' 26.02' 15.22' @· . 4· 58' 49• 2000' 173.74' 83.64' 0 4· 58", 49" . 2004' 174.09' 83.81' ' @ 18" 32' 12" . 150' • 48.53' 24.48' .• © 21· 27' 48" 150' 56.19'. 28.43' 0 ·2'. 55' 36" 2000' 102.16' 51.09' --· :J-··-··· r;--:.-.:. -· 84 ---C -----. • -i-· ---------- - --- ,-'.£: <{(!) z I-LI.I .,o (l)CD I 85 ------ -·----- -:ct,,';' ::= ~ .:..::.~ - -. -• ---------- Cl Z z- L,J ~ 0 g "1 -1- ,n cO <( In ffl PROFILE SCALE: HORIZ. 1 "= 20' VERT. 1"= 8' 86 \ PLAN .. SCALES: 1 "= 20' --f-<-·_:---·-·· --==-:~--------· --·--·-~ -~••~ ----•---• •-• -••• -•-•-f-.M-.-•• ----···-._ .. ,_ --· ----· :-::-~:,:-.:.--: ::-.:.::-~ :::..-::::::: ~· -·-·• --•¥--"';'..::.'.'.~ -• -·--·~ ------~--"' ... ,.,. ,-. M.. ••-• -••• -••--•---• -•· ;·_,,;;; -~:~ ·---._ ---·--:i:::: .2:~.;:c.--::::. -.:::. ___ ,. ···-~-;;;: t=-.:'" :::.:.= =:-:/'::"i;: - ~--__ .. _..,, ----......... __ ..,, ...... ....... . ..... ~.,, .. ,_, ,~,_.... ~ ..... ''"'' .. --~ -· -·· -:;::r-- -~ 1<---_,.,_ --~· ··---,.,_, ... ,....... --·· ,_ ... ,._ --- I-•-'--- PLANS PREPARED BY:, PFEILER &_ ASSOCIATES ENGINEERS INC. . --- \ 612 N. DIAMOND BAR BLVD. DIAMOND BAR CA. 91765 ... , 87 TE» (909) 86Jl~51,JD FA~: (909) 860-3967 ' -• 1 • ~~~i DATE q-z-9~ '.JAMES L. SANCHEZ ,-• fC.E. 29663 EXP 3-31-99 ' DAlE I I I BY I I --DESCRIPTION REVISIONS --· ,._ , .... ,. ·-""· .. --,., ... -... -- " ·-i.-,_ -·-· -· -•-•,~ • --'• --~ """ •--••• •H-•• ••---• ·- -:::: ·- --:· ::. e:CO "'-' . ,--·-_....,, L-.. •• -··--·--·-·--·-· ____ , .... ,. -""':'-...-:--j --· --·--,.-m• ••••-• ••• --·--... , ··---·- .. ----_, ~; • --__ -.:__·-------= - I .. ... ., .. ,·-•·1-..:=:.~ ;;:--=·~::f,.:::.. --~-~ ·--_;· :.::...:· :.-.:: _:· :.--:::.--· ,::· ·- -•-:;:,,. . .. -------__ f-:-.::::.. ------· __ .. , • ' ,-_, 1-:'. ·;-, ' ,·, ,• -.-; 89 I \. CITY OF NEWPORT BEACH THIS PLAN IS • SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO CITY STANDARDS AND REQUIREMENTS ONLY. THE CITY IS NOT RESPON~SIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. /// / - APPROVED. // L ., < ~/4,/4 C . . -j ~ "-'RKS ENGINEER DATE ' APPROVED r1Y1. /. , -otit' 'tr • • / ( · ..l1TIL1Tlt.~ ENGINEER ,. • ,·. PLAN AND PROFILE _,_ ., FORD ROAD FROM STA. 84+40.96 TO STA. 88+84.76 , DESIGNED ., . • DRAIIN .• .· · APP'O. JLS • MCS CITY OF NEWPORT BEACH . PUBLIC WORKS DEPARTMENT ~,t-, J\0-C:, SHEET 2 Of 2 :HECKED • -· DAlE • _ . • • :;I-, 2-98 . ·i ' 'i