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HomeMy WebLinkAboutR_5624_S. . \ ~~~~~~~~~~~i~lA~~ ~~~ A u~~(UJ~ CC~lUJ~u .. , ~A~~~~CG l~u • GENERAL NOTES' 1. ALL WORK DETAILED ON THESE :'LANS T_O BE PERFORMED UNDER CONTRACT SHALL, EXCEPT AS OTHERWISE STATED IN "'.HE ,:!TY'S STAllDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS, BE CONSTRUCTED I~ ACCORDANCE •'IH: _THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION," 1982 EDITION, AND SUPPLEMENTS, 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIF"ING THE ACTUAL LOCATION AND ELEVATION IN THE FJELD PRIOR TO BEGINNING CONSTRUCTION OF THE NEW FACILITIES. HE SHALL PROTECT IN PLACE AND BE RESPONSIBLE FD'! ANY DAMAGE TO EXISTING UTILITIES ENCOUNTERED DURING CONSTRUCTION. , • 3. Cc'RB DATA REFERS TO FACE OF CURB. 4, ALL PORTLi,ND CEMENT CONCRETE SHALL BE CLASS 560-C-3250, 5. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINJ~G CURB AND WALKS. 6. AI.L UNDERCiROUND WORK SHALL BE COMPLETE PRIOR TO PAVING OF PARKING LOT. 7. A~L MANHOLES SHALL BE LEFT BEL-OW PAVEMENT GRADE AND BROUGHT TO FINISH GRADE AFTER PAVEMENT IS IN PLACE. 8. STATIONS SHOWN THUS J O+OOI ARE SEWER LINE STATIONS AND ARE INDEPENDENT OF ALL OTHER STATIONS. SHEET 3 J ,,-EX. !&"WATER ~ 1 : NOTES TO CONTRACTOR REGARDING PERMITS & INSPECTION 9. SFwtR, WATEq, AND STORM DRAIN LINE DISTANCES SHOWN IN PROFILE ANO IN THE ESTIMATED QUANTITIES AR.E HCR[ZONTAl. DISTANCES. VICINITY MAP EMERGENCY PHONE NUMBERS SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELE"HONE COMPANY CITY OF NEWPORT BEACH (WATER) CITY OF NEWPORT BEACH (BUILDING) COMMUNITY CABLEVISION UNDERGROUND SERVICE ALERT BENCH MARK l-o00-422-4133 714-973-5491 1-800-422-4133 714-640-2221 714-620-2161 7i4-720-205G 1-800-422-4133 O.C.S. ALUMINUM CAP STAMPED 3N-56-77 LOCATED .ii THE' MEDIAN IN SAN JOAQUIN HILLS ROAD, NE'LY OF JAMBOREE ROAD, 14 FEET SE OF THE NW NOSE OF THE MEDIAN ON A CATCH BASIN. 1976 ELEVATION= 117.493 BASIS OF BEARINGS BEARINGS SHO,JN ARE BASED ON NEv/PORT CENTER GRID NORTH PER TRACT NO. 6015. SOILS ENGINEER LEROY CRANDALL & ASSOCIATES 711 NORTH ALVARADO STREET I.OS ANGELES, CA 90026 OWNER/DEVELOPER THE IRVINE COMPANY . ---------, ( -L-~~"'-'--'-='--------11 I~ GAS " -24" S.D. LINE nG-/" I ELEC.✓ L- BLDG. 'J" =o BLDG. "K' t • .. so• "I" 1-. ~ BLDG 11L,, :,: C:, I I . . ATRIUM COURT ; ( FORMER J.C. PENNEY) " '-.._..---~ -\ ' -'-. .... _ ·"- LOCATION MAP/ SHEET INDEX LEGEND SHEET INDEX -{)--EXISTING MANHOLE 1. TITLE SHEET f). EXISTING FIRE HYDRANT 2. CONSTRUCTION NOTES, ESTIMATED QUANTITIES AND DETAILS 0 EXISTING VALVE (WATER) 3. STORM DRAIN PLAN AND PROFILES, AND WATER /\ND UTILITY PLANS 'ti. EXISTING STREET LIGHT 4. STORM DRAIN,WATER AND UTILITY PLANS. 0 EXISTING TREE 5. WATER PLAN AND PROFILES, AND STORM DRAIN PROFILES -----CENTERLINE 6. DEMOLITION & TEMPORARY IMPROVEMENT PLAN --S--EXISTING SEWER LINE 7. HORIZONTAL CONTROL PLAN --W--EXISTING WATER l!NE --G--EXISTING GAS LINE --E--EXISTING ELECTRIC LINE -::::sE-EXISTING STORM DRAIN (189.00) EXISTING ELEVATION/DIMENSION --T--EXISTING TELEPHONE LINE --TV--EXISTING CABLE T. V. -LINE F.L. FLOW LINE F.S. FINISH SURFACE T.C. TOP OF CURB INV. INVERT UNDERGROUND STRUCTURES 1. THE INSTALLATION OF THE WATERLINE REQUIRES INSPECTION FROM THE CITY OF NEWPORT BEACH WATER DEPARTMENT. 2. INSTALLATION OF STORM DRAIN LINES AND LATERALS AND SEWER LINES AND LATERALS WILL REQUIRE PERMIT AND INSPECTION FROM THE CITY OF NEWPORT BEACH BUILDING DEPARTMENT. INSTALLATION AND BACKFILL TO ONE FOOT ABOVE THE TOP OF PIPE OF THE ABOVE MENTIONED UTILITIES SHALL BE PER THE 1979 EDITION OF THE UNIFORM PLUMBING CODE. ALL TRENCH BACKFILL ABOVE THE ONE FOOT LEVEL ABOVE THE TOP OF PIPES SHALL BE COMPACTED THROUGHOUT TO A MINIMUM OF 90% RELATIVE COMPACTION AND APPROVED BY THE SOILS ENGINEER. CONTACT JOHN LAMPING OF THE CITY OF NEWPORT BEACH BUILDING DEPARTMENT FOR INSEPCTION TWO WORKING DAYS BEFORE START OF WORK AT (714) 640-2161. ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTE;:C BY THE OWNER OR OTHERS ~ ~TD) ~11 ~i11,,'William'Ptost®c!}lissociates ~~~ PROFcSS0ONAL ENVIRONMENTAL ENGINEERS & PLANNERS , . -10. STA'IONS SHOWN THUS (r.Oc-+"'oo""") ARE STORM DRAIN STATIONS AND ARE INDEPENDENT OF ALL OTHER STATIONS. 11. Tf'E CO'.iTRAC~OR SHALL NOTIFY THE DESIGN ENGINEER AT 833-0070 AND THE GRADING INSPECTOR AT 640-221! AFTER PLACE- MEN"; GF ~ORMS AND PRIOR TO PLACING ANY CONCRETE FOR CURB ANO GUTTER SO THAT THE FORM LOCATION CAN BE :HECKE□ 1G ASSURE FS ~CMPATIBILlTY V:ITH ~/!STING CONSTRUCTION. THE PUBLIC WORKS INSPECTOR SHALL BE N-OTIF!ED AT 6,,0-2121 PR,G"-TO :□NSTRUCTION 0[' , He PUBLIC WATrn 0P S':WE~ SYSTEMS. 12. THE WALLS AND F'ICES OF ALL EXCAVATIONS GREAiER THAN (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEr-'; SLOPll"G OF THE GROUND, OR OTHER EQUIVALENT MEANS. TRENCHES OR EXCAVAT!O~~ cESS THAN 13. 14. 15. 16. 17, 18. 19. 20. 21. 22. (5) FEET IN DEPTH SHALL ALSO 6E GUARDED WHEN EXAMINATION INDICATES T~AT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. TYE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORI-: A~ DESCRIBED IN NO. 12 ABOVE FROM CAL/OSHA. ALL WATER PIPE SHALL BE BEDDED PER CITY OF NEWPORT BEACH STD. 106-L 'P.E CJ~:~<s,\CTORS SHALL REQUEST INSPECTION AS REQUIRED 48 HOURS IN ADVANCE OF PERFORMING ANY .;;;RK. SEE NOTES ~EGARDING PERMITS AND INSPECTIOiJ. ALL DUCTILE IRON PIPE SHALL HAVE AN 8 MIL LOOSE POLYETHYLENE ENCASEMEHT AS PER SECTION 207-9.2,6 OF 'CHE STANDARD SPEt!FlCATIONS. THRUST BLOCKS SHALL BE INSTALLED ON ALL WATER MAINS IN ACCORDANCE WITH CITY OF NEWPORT BEACH STD. 510-L THE WATER MAINS SHALL HAVE A MINIMUM OF 30" OF COVER FROM SUBGRADE. ALL ELEVATIONS SHOWN ON THESE PLANS ARE IN FEET ABOVE U.S.C. & G.5,-MEAN SEA.LEVEL (M.S.L.) DATUM. ALL DEBRIS CREATED BY THE REMOVAL OPERATIONS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF AWAY FROM THE JOB SITE IN A MANNER AND AT A LOCATION ACCEPTABLE TO ALL COGNIZANT AGENCIES. ' ' THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALTERT(U.S,A.) 48 HOURS PRIOR TO EXCAVATION AT 1-800-422-4133, THE CONTRACTOR IS ADVISED THAT THE EXISTING UTILITY SERVICE MUST BE KEPT IN OPERATION AT ALL TIMES THROUGHOUT CONSTRUCTION. ALL COSTS FOR TEMPORARY BYPASS SYSTEMS SHALL BE INCLUDED IN OTHER ITEMS OF WORK AND NO SEPARATE COMPENSATION WILL BE MADE . 23. ALL TRENCH RESURFACING SHALL BE PER CITY OF NEWPORT BEACH STD. 105-L. ----- I 121201a3 APPROVED: FD/ WATER_ r,NLY 550 NEWPORT CENTER DR. P.O. BOX I Construction contractor agrees that in accordiince with generally accepted construction practices, construction contractor will b·e required to assume sole and complete responsibility for job site conJ!tions during the course of construction of the project, including safety of al.I p~rsons and property; that this requirement shall be made to-apply continuously and not be. hm1ted to normal working houff,, and construction contractor further agrees to defend, indemnify and hold de~ign professional harmless from any and all liability, real or alleged, in con~ection with !he performance of work on this project, excepting liability arising from the sole negligence of design professional. California Council ; ofCiuil Engineer, : & land Surveyor, • • AND THOSE SHOWN ON TI--JE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT THE OWNER BY ACCEPTING THESE PLANS OR PROCEEOl:-IG WITH IMP<iovn ... ENTS PUR<;UANT THE:RETO AGRE:ES TO ASSUME LIABILITY ,V>ID TO HOLD UNDER- SIGNED HARM•.ESS FOR ANY DAMAGES R€SULT1NG FROM THE !:'.XISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED; NOT INDICATED ON THE PUBl.lC RECORDS EXAMINED. LOCATED AT VARIANCE WITH THAT REPORTED OR SHOWN O"I RECORDS EXAMINED .,.HE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN A.ND A.NY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHA.LL BE THE CONTRACTOR'S RESPONSIBJLITY TO NOTIFY THE OWNERS OF THE UTILITIE;S OR STRUCTURES CONCERNED BEFORE STARTING WORK. ~ P.O. BOX 2.590 • 1401 QUAIL STRFET. NEWPORT BEACH, CALIFOR'N 1,:, >;1266 3 .lJ. REVISED BASIS OF BEARINGS ¢ SH££T 2/ 15/8 0 f M iNOEX NEWPORT BEACH, CA 92660-0015 ' ' I , DAr£: :· .•..• ".! .' S. ROBERT KALLENBAUGH . DATE BY DESCRIPTION REVISIONS APP'D ~ViW.ATM ONLY DESIGNED DRAWN B.J. D.J. M. CITY OF tJE\"JPORT BEACH CHECKED DATE G.PP 12/20/83 PUBLIC WORKS DEPARTMENT SHEET / OF 7 /? ~6 24 s _! .• y 22277 ' I•'••• ·_-.,,_;~, .• ,.. • : •.. ··.=. ~: 1:~ •• 7'. L .-~ .. L~ ~ ~~ ~ " N \t ' "-I ~ ; I ' I l s [D m JJ 0 JJ ~ < z G) z C < _, [D m :u 0 JJ ~ z G) z C s [D m JJ 0 JJ J:c, • ~ z G) z C 7 .> ~-~BROOKS PROD. N0.1-RDT CAST IRON COVER BROOKS PROD.--------l_ NO. /-RB _BODY {;"A.C.P. P/PE------ (LENCTH AS REQ'o) 45°A.C.P. £LBOW----- /O ''x G II A. C. P. 45 °------- REOUC/NG WY£ SLOPE PEI/ PLAN IN LINE DR~lf!s_ CLEANOUT @ I . 2' PROP. c.$e (, .'\• \,' \'I,,. ~-,, ,~ . NOTE." ,~ VERIFY T. C. /FL. - 12 ~ i-: Q <i OQ" Q ~" c:, I :l: 25 °' L = 21' c_; .; /9.25 J.75 2' C.8. N0.2 s =2.SC" EL£VAT!Olv"S W/ DESIGN ENGINEER. PRIOR TO STAKING OR CONSTRUCT/ON DETAl~T.SC.B. N0.2 @ @) !;:' . SEE PLAN FOR LOCATION '1 L=/41 ,.,,__-+-~----t z' l(j ,. 1s· 12.2s' 2' v.c. ID, C.8. NO. I i -._ ~-V ..._____ 'li,' '<· \ ,~\l NOTE: "-.. ,~ VERIFY T.C.tF.L ELEVATIONS '-• :.._ - W/D£S/GN ENGINEER D£T'A/L CB NO I PRIOR TO STAKING OR I M • • • CONSTRUCTION N. TS. @ /4 ( 1-C °: tri ,.,_; "' 25 II' 7' I 2s· 6;.0.oo0~ ft,'1.?t.od (er-) z:-4000.00' (c.. . C.B. N0.4-' "------- ID, " / ~- LATA' OP. C, f'>- • L 5 &o-,.c 7 fc • ·l... /" NOTE: DETAIL/I ~B. ND.4@ VERIFY rc.(r;.L.ELEVATIONS W / DESIGN £1/GINEER PR/OR TO STAIU//G OR CONSTRUCTION • .• , / 2 I/ ---+--TEMPOR4RY A. C. ( PERMANENT A. C. SECT BY OTHERS PER GMO/NG PLAN LECX!ST. A.C. I I I I I I _, -,---BACk~ILL MTL PER SOILS REPORT 1/, 11 \ 1 \ 1, II i 90"/., RELf,T!VE COMPACT/ON I I I /i\~1111111 2-2" SCl-l.40 P.V.C.PJPES I 11 ~ rv_1 FOR T. V. SERVICE 11 1111/3, 1 I I I I I I f!! I I I I 1 I-'-·O TEL i-i---2-4" SCH. 4-0 P. v.c. PIPES V FOR TELEPJ./ONE SERVICE DETAIL 118 11 N, T.S. VARIES EXIST. A.2 = ,----t-TEMPORARY A.C.(PERMANENT A. C. SECT. BY OTHERS PERG/1.4D/N6PiAIV = BACKFILL MTL PER SOIL REPORT 90% RELATIVE COMPACTION SAND{ MIN S.E 30) 90'/. RELATIVE COMPACT/ON ,:i---·'. ···.• .•. ~--·· •. ·-.-·: '·. :, ·_, ·'. i:·-:. ' 1-'··· .... -..... _-_ ... COMPACTE:O GRANULAR MATERIAL. CONST. TEMPA.C.BE.RM PER CITY OF NEWPORT BEAC/1 STANDARD 183-L TYPE.''£" WITHOUT TACK COAT. DETAIL "A" N. T.S. ~·-"-'"' '--"' l!J ;;; :': "' .J~ __, ---.. "\ i--" I i g VARIES ( SEE SIIT, e) 11 _ '.:.1 G ( I\ '.:) J'. ffi .--R£l10VAL OF E,X.A.C.PAVEMENT t--t~-1-----/t-"-''.~o._,,_o .... R SURFACE .L,,MPROVEMENTS I r-,,----PROP. c $ G PER / I /;l<ADING PLAN '1 I I 1 _EX.A.C. ----~:-( I 11 '\ 11.:-:-C--=---=--,'7,r=-e!c=i===+--1-J =-= ===-1 --' ---~ ~-~ -. ~ EX. 'fouBGRADf. -.- TEMPORARY A.C. BERM DETAIL N.T.S. EX. A.C. PAVEMENT"\ 3' TEMPORARY RAISED A.C. PAVEMENT DETAIL N. T. s. .> 26 /G11i<1c''.x12 11 D.l.P. TE£ 16" D.1.f' SPOOL---, EXIST. IG"A.C.P .• ,4 ••• • : 4 16'0.l.P. SPOOL EXIST. 16" A.C.P. ITEM NO, 55 56 57 58 59 60 62 63 64 65 66 67 68 69 70 71 72 73 C .. . . FLEX ·COUPLING w/sTAINLESS STEEL BOLTS {SM/ TH BLAIR 4:11 OR433 OR EQUAL} NEW 12" A.C.P. /6 1111/6 1~!2" D./.P. TEE ------N-. T.-. 5-.--'--------@ . <1 :- £XIST.12 "A C.P.--- TO BE ABANDONED PER DEMOLITION PLAN • •. : :: ., . . ,, . . . : .. 0 EX. f2"A. C.P. D. I. P 45°8£ND ---"-0_. I._P_. _4_5_0 ___ 8_EN_D_@ N. T.S. CONSTRUCTION NOTES & ESTIMATED QUANTITIES (CONT) ITEM QUANTITIES DEMOLITION FIRST PHASE REMOVE FROM SITE ANY AND ALL SURFACE IMPROVEMENTS WITHIN LIMIT LINE _______ ~L=.S~ (IE: A.C., CURB & GUTTER, SIDEWALK, CONCRETE GUTTER, ETC.) REMOVE EXISTING TREES & RELOCATE AS DIRECTED BY THE IRVINE COMPANY _______ ~2_3_EA_ REMOVE EXISTING.PARKING LOT LIGHT & RELOCATE PER ELECTRICAL PLAN _________ ~8=E~A REMOVE EXISTING ELECTRIC BOX & RELOCATE PER ELECTRICAL PLAN __________ ~2.~EA~ DEMOLITION SECOND PHASE REMOVE ABANDONED STORM DRAIN LINE AND LATERALS XISTING STORM DRAIN MANHOLE NT PLANS FOR LIMITS OF REMOVAL AND/OR SEE S.C. LAN FOR LIMITS OF REMOVAL ANO/OR END CO FOR TRICAL CONDUIT ONLY OVE ABANDONED TELEPHONE VAULT REMOVE EXISTING GAS LINE PLUG BACK OF C.B. W/P.c.c. .. O~TO) ~beil CJJe1I1,,CWilliam'PrtJst C& c§J.ssociates ~i.Jt:::il;}. PROFcSSIOt>AL ENVIRONMENT AL ENGINEER_s • PLANNERS ~ P.O. BOX. 2590 • 1401 OUAIL STRFET. NEWPORT :BEACH. CALI FORNI;.. "'2663 2/15/84 OJ/o/ LS. DATE BY S. ROBERT KALLENBAUGH / R.C. E. 27987 .. • ITEM ND, STORM DRAIN CONSTRUCTION NOTES & ESTIMATED OuMNTITIES ITEM QUANTITIES 1 INSTALL 30" R.C.P. (2000 D) TRENCH REMOVAL & REPLACEMENT PER DETAIL "A" SHEET 2 ___ • =£-1=-~~=L~F 2 INSTALL 24" R.C.P. (2000 D) TRENCH REMOVAL & REPLACEMENT PER DETAIL "A" SHEET 2 ____ 5=2~0=L_F 3 INSTALL 18" R.C.P. (2000 D) TRENCH REMOVAL & REPLACEMENT PER DETAIL "A" SHEET 2 _____ 5_2_L_°F 4 5 INSTALL 10" A.C.P; (3000 D1-----------------------~l3~4~l~F 6 7 8 CONST. JUNCTION STRUCTURE NO. 2 PER CITY OF NEWPORT BEACH STD. 311-L _________ 2_£_A 9 CONST. JUNCTION STRUCTURE NO. 1 PER CITY OF NEWPORT BEACH STD. 310 ~--------~l=E~A 10 CONST. CONNECTION ASSEMBLY CASE 2 PER CITY OF NEWPORT BEACH STD. 312-_________ l_E~A 11 12 CONST. CURB INLET TYPE OL (L=21') PER CITY OF NEWPORT BEACH STD. 306-L WITH LOC. OEP. PER CITY OF NEWPORT BEACH STD. 304-L & DETAIL C.B. NO. 2, SHEET 2 ______ =1=£~A 13 CONST. CURB INLET TYPE OL (L=14') PER CITY OF NEWPORT BEACH STD. 306-L WITH LDC. DEP. PER CITY OF NEWPORT BEACH STD. 304-L & DETAIL C.B. NO. 1, SHEET 2 -----~i_E_A 14 CONST. CURB INLET TYPE OL (L-7') PER CITY OF NEWPORT BEACH STD. 306-L WITH LDC. DEP. PER CITY OF NEWPORT BEACH STD. 304-L & DETAIL C.B. NO. 4, SHEET 2 ______ =1~E~A 15 INSTALL A.C.P. TEE °CROSS OR WYE SIZE AS REQUIRED AND RECONSTRUCT EXISTING S.D. AS REQUIRED TO JOIN NEW S.D. ______________________ 4~EA 16 CONST. IN LINE CLEANOUT PER DETAIL SHEET 2 ___________________ 1-E~A 17 REMOVE EXISTING 18" R. C. P • _______________________ __,3"'9'-'L,_,_F 18 19 WATER 20 INSTALL 12" A.C,P. (CL/\SS 200) TRENCH REMOVAL & REPLACEMENT PER DETAIL "A", SHEET 2 ___ 2~9~8=L~.F ___ •• •-:c__.. --,:.,.-~---. ~~ ...... ----.-.. ---·. ' ,' -.. \ ' .. 21 0 INSTALL G '1 A.C.P(CLASS 200) _________________________ 2-G_L_.F. 22~ INSTALLG"O.IP. 45°BEND LEA_ .... --.. ,. . ~--· --~ , __ .--·----~-- 23 ____ _, __ INSTALL 16"xl6"xl2" D.1.P. TEE PER DETAIL SHEET 2 ________________ ~1~E~A 24 INSTALL D.1.P. 45° BEND PER DETAIL SHEET 2 __________________ ~1~E~A 25 INSTALL 12" BUTTERFLY VALVE PER CITY OF NEWPORT BEACH STD. 507-L WITH VALVE COVER PER CITY OF NEWPORT BEACH STD. 511-L. __________________ t~E~A 26 CONST. THRUST BLOCK PER CITY OF NEWPORT BEACH STD. 510-L 6 EA ffi. 27 CONST. DEAD END MAIN CONNECTION PER CITY OF NEWPORT BEACH STD; 504-L 1 EA 28 INSTALL 1" STD. WATER SERVICE WITHOUT METER PER CITY OF NEWPORT BEACH STD. 502-L t EA (LOCATE BEHIND C & Gl--------------------------~ 29 RELOCATE EXISTING FIRE HYDRANT ________________________ 1_E_A SEWER 30 31 32 33 34 35 36 37 38 39 UTILITIES 40 INTALL TELEPHONE & T. V. DUCT, TRENCH REMOVAL & REPLACEMENT PER DETAIL "B" SHEET 2 --~2~4~5_L_.F • ,..,..--~~-----......... -• ' --• ---\--·--...... ---, _____ ~---' ,, ------". ~---. , .... -41 INSTALL BROOKS PRODUCTS 3'x5'x4' PULL BOX 400 DPB SERIES WITH STYLE "E" TYPE "12" /\I TRAFFIC LOADED FRAME & COVER WITH 2-18 HOLE CABLE RACKS. PULL EXIST. OR NEW TELEPHONE ~ CONDUIT INSIDE BOX. RAIS£ VAULT TOCRADE. 42 INSTALL BROOKS PROOUCTS 3'x5'x3'-6" PULL BOX 400 DPB SERIES WITH STYLE "E" TYPE "12" -'--, TRAFFIC LOADED FRAME & COVER. PULL EXIST. T, V. CONDUIT INSIDE BOX RA !SE VAULT TO 43 \._~EXIST. GRAOE. 44 -----------'~---1....________..-'-----_ ....•• ----· . 45 46 47 48 49 TEMPORARY IMPROVEMENTS 3EA ../ 1 EA 50 51 52 53 54 CONST. TEMP. A.C. BERM PER DETAIL SHEET 2 __________________ 3=9=0~L~F CONST. TEMP. RAISED A.C. PAVEMENT PER DETAIL SHEET 2 ______________ =G_8_l_:F. .• iZ/ 20/83 APPROVED; FOR WATER ONLY (¼·1 (Jj.PJ I ADDED CONST. NOTES 21 ( 22 /JL/ /SEOC.8.-lff,2¢4 -•• CITY ENGINEER !G79/ CONSTRUCTION NOTES ESTIMATED QUANTITIES~ DETAILS ADDEO DIMENSIONS IN TEMP_, BERM OCT. 1-u-:f, REVISED CONST. NOTES 1,.3 ,. 2£ DESCRIPTION . APP'IJ DESIGNED ~OR. WAn-~ D l M ONLY , • • REVISIONS CHECKED G.P.P. 1 /0 9. 4 DRAWN 8. J. CITY OF tJE\"/PORT BEACH DATE 12/20/83 PUBLIC WORKS DEPARTMENT SHEET 2 OF 7 I /\I,. 222.7.Z ,-t,•·:.,,.,~l .~,,(.;.-: F--•rf;·.✓.,:):~ _: ," p ~ r :;J Z :::,. DJ m :0 C C I ' r:-i n > C ... Q 2 "'------" " ,; z 6 5 n 0 ~ 0 ~ C, 6 z \I\ ~ 'I N i " 0 ~, ~~ I\J z ~c \ s:: OJ (/\ m :0 er-----, \; z n > " c;; z 0 JJ ? <'. z uJ z C s:: DJ m JJ ;.=;'-----~ i • □ {' :0 ~ i' z GJ z C 7 :,,,,;:.,~--.: ,,-_,; -::.: ....• ·---·. ;,1;;i-·~~ ... :,: ! I ___ _ I . ~ I:~ CONSTRUCTION NOTES: ~ SHEET 2 SHEET 2 SHEET 2 ~INSTALL 30" R.C.P. (2000 D) TRENCH REMOVAL & REPLACEMENT PER DETAIL "A" r:;-&INSTALL 24" R.C.P. (2000 Dl TRENCH REMOVAL & REPLACEMENT PER DETAIL "A" \.:V /n\.INSTALL 18" R.C.P. (2000 D) TRENCH REMOVAL & REPLACEMENT PER DETAIL "A" ~CONST. JUNCTION STRUCTURE NO. 2 PER CITY OF NEWPORT BEACH STD. 311-L ~CONST. JUNCTION STRUCTURE NO. 1 PER CITY..OF NEWPORT BEACH STD. 310-L ~@ CONSTRUCT. CONNECTION ASSEMBLY CASE 2 PER CITY OF NEWPORT BEACH STD. 312-L ~CONST. CURB INLET TYPE OL (L=21') PER CITY OF NEWPORT BEACH STD. 306-L WITH LOC. DEP. PER CITY OF NEWPORT BEACH STD. 304-L & DETAIL C.B. NO. 2, SHEET 2 @-coNST. CURB INLET TYPE OL (L=I4') PER CITY OF NEWPORT BEACH STD. 306-L WITH ~DC. DEP. PER CITY OF NEWPORT BEACH STD. 304·-L & DETAIL C.B. NO. 1, SHEET 2 ~ONST. CURB INLET TYPE OL (L=7') PER CITY OF NEWPORT BEACH STD. 306-L WITH • @-LOC. DEP. PER CITY OF NEWPORT BEACH STD. 304-L & DETAIL C.B. NO. 4, SHEET 2 17 REMOVE EXISTING 18'' R.C.P. @2--iiELOCATE EXISTING FIRE HYDRANT ASSEMBLY CON.ST N0TE-5 CONT. RIGHT ABOVE ( F4R RIGHT ~,-----' ----,__ • -)_ 0k=INSTALL G"A.C.P (CLASS200) !ii \..--___ _ ®-INSTALL G" D I.P 45°BEND ~ ~CONST TURusr BLOCK PER. CITY 0FNEWP0RT B£ACJ.I sro. s10-L _,._J ... . L CONST. NOTES CONT FAR RIGHT \.__---· '----''" • ---c _____________ '-----'-------~---CURVE DATA N 2 Ll &----41 '12 'oo" @-92°12'00"' ~90 '00 00" R 22.5 1 45.o' 45.0' L 18.54' 72.41 70.69' ~ T S.83 46. 7G' 45.oo· --'"RIJFILE SCALE: -1:IOR!Z: / "-20' ~£RT: !"-4'i -3 ,: >-' ..., ~I Gj \I :,; I-' 1 .. ~ t-:: ~ ~ ~ 4 CONSTRUCTION NOTES (CONT. J : ~ ~ -'---~- @---:-=:-INSTALL TELEPHONE & T_,\I. DUCT, TRENCH_ REMOVAL l', REPLACEMENT PER Dg_TAIL "ll". SH_EET_2 ~-· ----i---!-• -----·;;-j -·· ~--; ----,,.----,_ -,...___..... -;,.,----;.,.---..... (~ INSTALL BROOkS PRODUCTS 3'x5'x4' PULL BOX 400 ors SERIES WITH STYLE "E" TYPE "12" ~ -, , I\ TRAFFIC LOADED FRAME & COVER WITH 2-18 HOLE CABLE RACKS PULL EXIST. OR NEW TELEPHONE ) \ ~ CONDUIT INSIDE. RAISE VAULT TO GRAOE. • -, @---INSTALL BROOKS P'RODUCTS 3'x5'x3'-6" PULL BOX 400 DPB SERIES WITH STYLE "E" TYPE "12" ; -: TRAFFIC LOADED FRAME & COV!:R. PULL EXIST. T. V. CONDUIT INSIDE. RAISE VAULT TO EXIST. GRADE. <: '---• '---. . '-----'---.. ·~ ,\.. ~ -"--A ./"-.___,A__ ,,____./ r------------------------------APPROVED: FOR WJTER ONLY / I/! ~ ura -C1vdJ;,_,_,,,1,_ .. ~ I... • ~ber1CJJei11,,CWilliam'Prost<®.c:'51lssociates Ii' REV F.1/. LOCATIONS" ADDED CONST NOTES .• ,,, CITY ENGINEER Irr=;:\' r_!_S21,22'2',' "EV. CON r_ N0rES 41 '42 -R.E. NO !G?Y/ II _/)\1 PROFESSIONAL ENVIRONMENTAL ENGINEERS & PLANNERS t;: o t<. 1. 1 ' 'T /, Ml'f rcA • z/t'184 DJM REVISED NORT/-1 ARROWS' RELOCATED :.•::••", DAT"• fAAltJ/J/!,f/ //j 1'1,.,-~, w-;::::;,J P.o. eox 2~90 • 1401 cuA1L STREET. NEwPoRT eEAcH, cAuFoRNlA 92663 :JI< CAS t £LECTRJCAL LINES~-REV.UNEG"f LAr"A" ~ .[J. . . • 1 (714) 833-0070 DATE BY DESCRIPTION F~::,~~Et.! DESIGNED DRAWN ONLY D. J.M. 8. J. S. ROBERT KALLENBAUGH R.C.E. 27987 REVISIONS CHECKED DATE G.P.P. 12/20(83 ct 12 /20/83 STORM DRAIN PLAN ¢ PROF/ LE WATER { UTILITY PLANS CITY OF tJE\'lf PORT BEACH PUBLIC WORKS DEPARTMENT SHEET 3 OF ] J.N. 22277. ,.-..... , --,,_,-"-',,, ___ , ,_ ·-~. j :; jj z m I j I .( , I ' i ~ VJ ~ ',J :,. [IJ m JJ i\)~ I~ ~z I\\ GJ -ftE 1< (/,\ OJ m JJ 0 JJ ~ z GJ z C $'. OJ m JJ 0 !\ ]J I~ ~- z GJ z C ~ F- -- --- -- EX. BUILDING -· + . --- -- ~ -t-+-.L -- -• -- - - -t-·- L ---- ------j -C EX. BUILDING "K" .. ,, NEWPORT" 1 (_ \ L~ .. \ ' i(l -- CENt£R GRi.0 NORTH ,, P£R rRAcr /,/0_ 6015 ~ ---- • / + .• I \ I --- ·-"4' ...., ___ ,__ --.,. ·---~ .L i-- -r --_-t-. .::i • --' .+----- -- --...... ____ ,,__, ·- _, ,.... ,_,,_,,_ --+- -- '-EX. TRUCK DOCK EX. BUILDING . Ill I/ + ----1 - --·--/_ -• . _j__" - - ---+-··"· . -- ----------+--'. -. -1---- ----1----• --,--- CONSTRUCTION NOTES : -®--_INSTALL 10" A.C.P. (3000 D) _,. _ @---INSTALL A.C.P. TEE CROSS OR WYE SIZE AS REQUIRED AND RECONSTRUCT EXISTING S.D. AS REQUIRED TO JOIN NEW S.D. @-c□NST. IN LINE CLEANOUT PER DETAIL SHEET 2 "--t - - -~ONST. THRUST BLOCK PER CITY OF NEWPORT BEACH STD. 510-L @-c□NST. DEAD END MAIN CONNECTION PER CITY OF NEWPORT BEACH STD. 504-L @-2-INSTALL l" STD. Wi\TER SERVICE WITHOUT METER PER CITY OF NEWPORT BEACH STD. 502-L (LOCATE BEHIND C & G) • : -·· , ~@)=INSTALL TELEPHONE & !.• v,._ D~/:T, TRE_lj__CK _REMQVAL_ &_ REE_LACEMENT B_ER DETAJ_L_ '~B~_S_HEET 2. ;: &--------,INSTALC-BROOKS f'RODUCTS r'xo'x4,-PULL BOX 400 DPB SERIES WITH STYLE "E" TYPE "12" -' -•• TRAFFIC LOADED FRAME & COVER WITH 2-18 HOLE CABLE RACKS. PULL EXIST. OR NEW J ; .,. -- 1--= = -' \_ , TELEPHONE CONDUIT INSIDE BOX (RAISE VAULT TO CRADE) -J __ ,1· _:___: '" £ / ' -' -~L -- --L L -- ------ -- -- ' ' , AQ,og'o -• --- 1 / I I I \ I -~ -~,,<;, ~ i EX. rREE-t-01~ I 1;=-s-w-~ I \ ~,,~ -r-~ 1 I~ I /; I ~ I / \ ~ EX srRffTUGHr~x/ / .. ] I"--..._ ~ "i ~XAIR (TYP) ,r--... ~ <:, '\ ) ~--)~ ~vE=-f-~'?e-J \ (/ 0---) I I ~"-0;Ex ~') ~ -~ (// \.,,/ :;1/ I \"-0/ 'I I . -~ ---~L ~ L ~ _J '-/ L __ J '---.L ...J.-.--.,..~ __ _J '-✓:✓ L _ __, / .J r-, 1--T ----7T EX. CONC.GUTT£R --_.?-'-------- -- -- j [J I E;9 ~,'s~ -----G~s,o_ ------------c-------JI:__'Tx.'3"G:;,-/4 24''/;;---------------c ~ \ ~r "' S ~----• 7· ' _ S-D- ~ I // \ : /J L~t__--~~__j_j_-------w + ,:EX-IZ"Az + w-------__,______J__I--'-I ( "' • / ~ 7' \ / ,'~m,,m,,,, I ~ ~1 f v: -G,:__j --I 1 \ ., ~ /1 ":)/ ~---{ ""1 ;" I ~ ~ r' --"' l 1":,u1 I : 11 ) 1 '\ 1 ----_ 1 \ ,,11 10 ~11 11 , 11 1 ___ _.J____~------l-- 1 -----~~---R~B FA-C£7----,------_J \ ~)ri '-1 LJ !/ Ii I ! r✓ PORTION OF~ ,j TO 8£ REMOVED, BY OTHERS "1 f7 I ~ r "'I v Ex. su1LolNG "_11__~ ___ '>I L~ J ~ r,-o-=-i i ~ ro BE REMOVED, BY DTHER5: ".1 ".1 J ,, ~~~ EX. //,/LET. ii :;,j l :r-/ ~ • 8 • 0 EX. VENT • ~r ~ / / ,//77 ///////7//7//7 /777 //T/7 /7777777 /777 777 / 77 / 7777,, ,r--I ~,...:.~.:...I /_:?_O-"/-B-1--1 '/ "ifg . f-rl ~be11 %i11,,CWilliam'PrtJst ® c';li.ssociates ~~ ~ PROFESSIONAL ENVIRONMENTAL ENGINEERS & PLANNERS G=;:;3 P.O. BOX 2590 • 1401 QUAIL STREET, NEWPORT BEA.CH, Ci\LIFORNli\ 92663 .fl. ( 714) 833-0070 . . ' . DATE: -.. \ -. S. ROBERT KAlLf.NBAUGH R.C.E. 27S87 APPROV§D .' FOR WATER ONfY 1----+----+--------+---1 . ' / ) I 1;11 I /..__/.,.-ry • " ( ],,/ ./_:,, -...:. CtrY ENcllNGER Z/tS/.B4 DJU REVISED NDRTN Al!l!OW 1' (CONST.NOTE 4-1 LL:;. DATE BY DESCRIPTION REVISIONS R.E. NO !C?.91 r(,<' DAT b, 7!/J(!.Y //! /l/jl1 :-:.~,•:::. ., APP'.£; FO~ W,17£1? ONI.Y DESIGNED D . .T.M. CHECKED G, P. P. DRAWN 8.J. DATE 12/20(83 STORM DRAIN WATER € UT/LI T_Y PLAN CITY OF tJE\"JPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 4 OF 7 .[ lj, _22277 . . . . .-.-.... ~-.. · ·-.... --~; ,i':. --· ~ :6 ~ s. [D m JJ I, f . I i I _m n E' 2l ~ z [:L_ ___ __J ~ z I 0 5 0 .J.J Jo, c" < z G) z C :s: [D m JJ n~---~ ,; z I 5 0 ~ JJ I\! ~ z G) z C . . it _ .... _. ---+ -- +---+-- ------- - I - -- 11 --~ I- + - --+-L ; . ::..1 .. =i -- --- ~ ~-.. ~:F I-- ~-.:·-:::-- -·--1 :.:t - ·r::.--. -+ .::....c.::·---~ -- -- -· ,_ + -t ------------=t== ~ ---=:-- ' "" --,-------h-- !A l ,_ __ f···--I-- CONSTRUCT/ON NOTES: ----1 ~--·=---L--.__"WfT.efL.z:. ' -· ,_ --' -- ~ .....,_ -+ -I • > ~INSTALL 12" A.C.P. (CLASS 200) TRENCH REMOVAL ; REPLACEMENT PER DETAIL "A", SHEET 2 ~INSTALL 16"xl6"xl2" D. I. P. TEE PER DETAIL SHEET 2 ~ ~INSTALL D.I.P. 45° BEND PER DETAIL SHEET 2 @-rnsTALl: 12" BUTTERFLY VALVE PER CITY OF NEWPORT BEACH STD. 507-L WITH VALVE COVER PER CITY OF NEWPORT BEACH STD. 511-L @-coNST. THRUST BLOCK PER CITY OF ~WPORT BEACH STD. 510-L -::):,,_,_ I '_J_ T : -, '/2 1 \ = .. ~ . t /· --/..:. i "" """ r-_.. ...._ ' ~ • 'si. . .. cr,a,tt1✓~r , _,1;;:a -f- l, r • 'I;, l ~ " ---n •-it- -· ----, ±:: - --1==t==-f> ~ ,., + . - +-- • • f ------+---------7- -• • t ---.. -- :y;;__:________..__j_ -•• -----+---, ~flAL ~r.1 ::-:;.- ::7.il'S?. Q • ., PROFILE SCALE: HOR/Z : I"= 20' VERT: 1"=4' .• ,. -- -I __ ;J_·_. - ----1--i- • -j-- - -- . ----, ·- • .. -• ~L .• ~ '-dlT[)) ~bert GJJei11,,CWilliam'Prost ® ,§lssociates .!J@_~ PROFESSIONAL EN~IRONMENTAL ENGINEERS & PLANNERS ~ P.O BOX 2590 • 1401 QUAIL. STREET. NEWPORT BEACH. CALIFORNIA 92663 LS. (714) 833-0070 DATE: '· . "'· .. S. ROBERT KALLENBAUGH R. C. E. 27987 ---; ----1---- -J__ ---- 2/15/84 D111 DATE BY I --:-:-+-10::--t_ + ..... ' I /b, REV. LINE'G" f LAT-~ "PROFILE; REVISED N. ARROWS ; RELOCATED GAS l/NE: ADDEO WATER LINE TIE. DESCRIPTION REVISIONS -- + 7,r ~L -~ =~ ,_- -,.---- .• ~:'WBER DESIGNED DRAWN QNCY D. J.M. B. J . CHECKED DATE IZ(ZO/B] G. P. P. -> . --+-- .• 12/20/83 WATER -PLAN-€ PROFILE STORM DRAIN PROFILES CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 5 OF _] _J.N. 22277 .. ,., ... ,. .,. : ,-,, ...... -0 s OJ m JJ ~r------, G ;; :, -~ I 1 , I ' I ~ ;:;~----~ 0 ~ z 0 JJ >- :'E z Gl z C s [IJ m JJ "''------' I' 0 ' JJ Ji:' I\' < z GJ z C = \ J / so I -:\. ~~.,--- END TEMP. RAISED ~, '"""~, \ / + EX.C.B. PROP. 2 11GAS ~--~-'----'\__ -/PROP. 12 114.C.P. ----- / PROPOSED C-8. { LOCAL ~-T'-Y'-'P.-'.-'-'A"'L"-L __ DEPRESSION PER SHEET3 TREE WELLS EX.FIRE I-IYDRAN[JO 8£ RELOCATED PE,R IMPROVEMENT PLANS1 S"T 3 / '1 EX./BLDG. + 55 \ "";~:~ ,c'. ,·. __ , (-; V:..::-Jr:IA-1) .::fio'Li.J Of..) -P2 HJ. //V? P.::':1(7,::;; ., - {J ;y D J.:18£':f,i,J .?.L SC·?u 7:::l!,f,;,·~;,;; /- 2/·9«;-' EX. AIR VENTS TO BE RELOCATED BY S.C.E. PLAN \I 1' EX. BLDG K "' .!J. {;/ i .• • -> -...::, '-,:-',e, y \. ',_ o""°'i',1· C .~ S. ROBERT KALLENBAUG" :.' ". •"" <..l • i'/: . '-' . c:, <J • "" . >i ;l,J ' 7":t,J ;r, j ;]/:: '?.'//;,;_·,: ;4 ,Y./00 :::']/\jf<.]'.;,r)"J e::YC)_•/ <.71,.,✓7'e,Y :::>:-·c::, R.C. E. 27987 ' "' <.J ,i'/: '<o ,c:, ._, . "' \.)( ''" ) f. = . (.!) Q -.J ex:, 1-: V) -X lt.J NEWPORT 0 2/15/B4 DJ M DATE BY ID, CONSTRUCTION NOTES (@---CONST. TEMP. A.C. BERM PER DETAIL SHEET 2 @---CONST. TEMP. RAISED A.C. PAVEMENT PER DETAIL SHEET 2 DEMOLITION-~-FIRST PHASE ~REMOVE FROM SITE ANY AND ALL SURFACE l~PROVEMENTS WITHIN LIMIT LINE (IE: A.C., CURB & GUTTER, SIDEWALK, CONCRETE GUTTER, ETC.) ~REMOVE EXISTING TREES & RELOCATE AS DIRECTED BY THE IRVINE COMPANY Cfz}----REMOVE EXISTING PARKING LOT LIGHT & RELOCATE PER ELECTRICAL PLAN @---REMOVE EXISTING ELECTRIC BOX & RELOCATE PER ELECTRICAL PLAN DEMOLITION --SECOND PHASE 6N.---REMOVE ABANDONED STORM DRAIN LINE AN LATERALS 62 REMOVE EXISTING CATCH BASIN 63 REMOVE EXISTING STORM DRAIN MA OLE @r--S IMPROVEMENT PLANS FOR L ITS OF REMOVAL AND/OR FUTURE END CONDITIONS @--REMO ABANDONED WATER L E @-REMOVE !STING SEWER !NE @-PLUG DUTLE OF EX! ING SEWER MANHOLE WITH 6" P.C.C. @---REMOVE ABANDO @r-REMOVE ABAND @---REMOVE AB @----PLUG E OF REMAINING DUIT AND/OR OPENING @--SEE .C.E. PLAN FOR LIMIT OF REMOVAL AND/OR END CONDITION F ELECTRICAL CONDUIT ONLY 11---~/IREMOVE ABANDONED TELEPHONE VAUc !}---,,£--REMOVE EXISTING GAS LINE PLUG BACK OF C.B. W/P.C.C. LEGEND ffi J ) LIMIT LINE." DESIGNATES REMOVAL LIMITS, LOCATION AS NOTED. \ CITV ENGINEER / IZ/Z0/83 /\• REV. F.J../. LQCATfON ,' ADDE.D LEGEND ~ REV. N.ARROWS,"RELOCATED GAS f ElEC LINES ,"CH~NGED LIMITS DFDEMOll R.EJ_~o. IG 7 9 I • DATE..!.J!ill '/II:. I /j /'l/f 4 DEMOLITION ( TEMPORARY IMPROVEMtNTS PLAN DESCRIPTION ::1;;fme DESIGNED ONLY D.J./'1, DRAWN B.J. CITY OF ~JE\"JPORT BEACH REVISIONS CHECKED DATE G.P.P. 12/2D/83 PUBLIC WORKS DEPARTMENT SHEET G OF 7 J N. 22277 . . -. - . :· ... • .. -. :::,. (0 m JJ er-----~ ~ z 0 5 z Ci 0 JJ Jo, .,:: < z GJ z C: < GJ m JJ 0 JJ ~ z GJ z C: = .. . MONUMENT NOTE.' C:,-/NDICATES LOCATION OF 2"8RASS CAP SET IN CONCRETE AS SHOWN ON TRACT NO. G0/5; MM 239/28-41. CURB FACE CURVE DATA CURVE DELTA RADIUS LENGTH t 13"07'25" 200.00· 45. 81 ' S.D. CURVE DATA . 2 54•4:7•44" 25.00' 28,27' CURVE DELTA RADIUS LENGTH TANGENT < 90"04'58" 25.00' 39. 31' 47" 12· oo· 22.50• 1 8. 54 • 9.83' 4• 100·00·00· 2. 13' 6-68' so B to . NOTE BEARING DISTANCE /1\ N 45•00·00·11 8-55' 1,, NORTH 18,50' S.D. COORDINATES PT • NORTHING EASTING 1907 11809-0000 5180.0000 3425 11809 .0000 5160,0000 3426 11815-0458 5153.9542 3427 • 11830-9557 5169-8641 3428 11831-8194 5147-3807 3429 11983.8197 5153-2200 3430 • 11985-5472 5108-2531 3431 12030-5472 5108-2531 3432 12030-5472 4937-5584 3433 • 11985.5472 4937.5584 3434 11985-5472 4892-5584 3435 11949-5472 4892-5584 3441 12030.5472 4965.3084 3442 12012.0472 4965.3084 3470 11810.7G7G 5137. 7467 3471 11 B49. 3328 5138.4154 3503 I 1 809. 0000 5139.2274 • l~DICATES A RADIUS POINT .. CURB FACE NOT£ : PROPOSED CURB FACE AS SHOWN HEREON I TO BE USED ONLY AS REFERENCE FOR LOCATION OF UTILITY LINES AND APPURTENANCES ·_s, 90•00·00· 3-50' 5,50' 6 l a5•02·ss" 3. 50' 5,26' ' ) 86"02'56'" 30.00' 45,06 1 87 1so·oo·oo" 8. 00' 25, 13' g, 10"31 '35" 200.00• 36, 74' 1 n l 92"12'00" 25-00' 40,23' ti l go•oo·oo" 25. oo· 39,27' t 2 > a1•47•4s" 30.00' 45-97' ,,-~""") 167"12'15" 4,00' 11 . 67' (1 4 ) 1os·oo·oo" 3-00' 5,50' t 5 88"11'56" 3. SO' 5-39' t 6 13"11'56" 70,00' 16-13' 11 92"12'00" 20.00· 32-18' 18 go•oo·oo" 20. 00' 31. 42' 1 9 96"30'29" 25. 00' 42, 11 ' "0 75"00'00" 3-50' 4,58' ., t 195"00'00" 3. 00' 1 0. 21 ' CURBFACE NOTE BEARING DISTANCE I; I N 13"07'25"11 11-58' ~, \/EST 1 6. 54' m NORTH 1 5, 87' NORTH 1 4. 50' EAST 12. so' N 75•00·00·11 1 5. 57' N 75•00·00·11 14.73• lol NORTH 14-09' 9 N 75•oo·oo·E 14, 73' t 0 N 75•oo·oo·E 15,95' ti NORTH . 40' t 2 NORTH 9-32' 1---.-i N 75•oo·oo"W 15-95' CURB FACE ¢ VAULT COORD PT# NORTHING EASTING 23 12025·-0000 5170-0000 3258 11725.0894 5146-0521 3568 11841-7888 5140-2582 3569 11794-8201 4874,5337 3570 12022-5000 4874-5337 3571 12015.5000 4874,5337 3572 11822-2459 4871. 0337 i2 J20i!5. 0000 4650, 0000 27 1144/J. 0000 "' . 0000 3295 !0 004-. 5'47i! 489R, 5584- 3255 11986, 5875 5145,8208 3412 II 7G4 .97'7 489). 2891 SCALE 1 •= 20' LEGEND ------©--DENOTES GRID LINE LETTER OR NUMBER PROP. PROPOSED EXIST. EXISTING C.F. CURB FACE. s/w SI OE WALK S.D. STORM DRAIN LAT LATERAL cooeo. COORDINATES ------DE.NOTES EXISTING BASIS OF BEARINGS BEARINGS SHOWN ARE BASED ON NEWPORT CENTER GRID NORTH PER TRACT NO. 6015. LIP OFEXIST-CUTTER-2._ EXIST. CURB FACE TANGENT 23-01' 15, 86' 25. 04' 3, 50' 3. 27' 28,00' 18,42' 25-98' 25.00' 28,87' 35,67' 3-91 ' -3. 39• 8. 1 0' 20-78' 20. 00' 28.01 ' 2. 69' -22-78' , (PER. ARCHITECT PLANS) "" <j a:i "' "' " 11: "' "' -"' __, -:::, "' 1--'. "' -'< tJj CENTE.I?. OF T. v. VAULT ... 3570 CENTER 0> ~ TELE VAULT 3571 • -------" '\ \ \ l E.C. 4 4 / r I I I I I I I I I I I I 30 1 ! I I 3~3• cooROs.D· E.l<O I I 0 ~ I <O I "" -"' 0 z I I l( <j "-<::, ~ \ 1~ I~ I~ I~ I Gj r J I 3572 3569 PROP. JOIN OF EX/Sc TRUCK DOCK COORD . .3412 ,,---- 11 II II EXIST. I _TRUCK ~ DOCK I II II L _ _JI a:i <j 16' + + o. <>."' C, -o· "'~ U II "' \- ~-.-'t ~<.O . '" 0" ii -.J C) I I I I I I ___ _J + I Cl <!> Cl "' ~ ' i::: .,; ' "' " I s'i "' .. .. I (j) 30' \ l( ~ 0.: ~ "' 0 "' ~ N "' -"' 0 z • I - ' ' I ' " + ~ '->: ' <j "' "-c,: C, "' <::, "-"' "- \ ., "' N m "' -"' 0 z WEST 170.69' S.D. LINE G -I f----LAT.118" '------SURVEY CONTROL LINE + PROP. C.F WEST 135,00' ' 5 PROP. C. F. WEST 29.50' ~ /Z] + + g;? I ti! WEST 36-00' PROP C.F.--..._ EAST 72,00' \ ~ "' "' " -"' 0 z + NORTJ.//NG //G92. 9500 I I -. ' ' . ' ' I I .. .. ATRIUM COURT BUILDING COORDINATES NOT£ COORDINATES SHOWN ARE BASED ON NEWPORT CENTER GRID NORTH PER TRACT NC,. CO/5. dJ/fifl ~-~~=:~.'.!:~-~ P.O. BOX 2590 • 1401 QUAIL STRFET. NEWPORT 8EACI-I, CALI FORNI,:.. ::12663 2/21/84 0.J.M LS. DATE BY DESCRIPTION REVISIONS 3431 il =88"11'51;'' R =3.S0' l = S'.J9' + + + Ct.= 1.3• 11 ·sr;" EAST R.::10.00' ~---l L = IG.13' .. " N "' " -"' 0 z + 3 .oo' r ' ' j DESIGNED DIM CHECKED G.P. + .. .1 =/05"00'oo" R=3.00' L=S.so' w1s"oo'oo11E 14.7.3' EAST 10,C() I I I I I I I I I _Jg_ 23 I /J' /\ 4J I~ . ~ ? ~ ;., ~ ) '2 w • 0 0 N . N ' -' c., g ,,; "' "' 34 7 0,v ~ ,,~ ~ 25 2000' f C • o'" ill> l,i,~-\ c.,\J vi s~0· "'I- 'i,-\-\ \) ~~ IU ~ ✓ ✓ ~ "' 8 >- ~ "' "' V) 1907 \\ :::'\ \ ;:'. \ ;;_ \/ LIP OF EXIST. CUTTER "' I I I \ I I . i I 121 + + + • + HORIZONTAL CONTROL PLAN DRAWN 8.J. SHEET 7 OF 7 J.N__. 22277. ~ ~ ~ C " r a =• z ~ OJ m JJ >~---__J I i I '' I ~I :::-, ,:;· i ~ I a . ' I I , I I I : I 'I ~ z - ES ,-0 C cc g cc C 2 " a ~ C o ~ 2 C r_,_ C ' 5 " " 0 > cc ~: > ~ s z i5 r 0 0 0 '" ~ 0 cu '1 ES z " s; z C 0 > C 9. ;}_ ;;, 1/\ ; R't 'I '\j ~ "\] 0 ~i ~ z GJ t~ 1 -· OJ lA m JJ 0 JJ ~ < z GJ z C < DJ m JJ 0 I'-. ~ ~ ~ ,, z GJ z C