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HomeMy WebLinkAboutR_5644_S' . 0 • ---~::)__.....:,• ~•:E•,!.• "'~'!,_--~-=•ccv..,_, +;;--; 0 1.6.HOI : w • 0 ~ 0 • -d CITY OF COSTA MESA VIC TOI IA . Cl ::, <I r·, ••-•-'{ I 19 TH \ I\ L,·.__,. .I .. ) I ,· I : ~ . . '"':--p -~ . ,. C' ,!' • 0 • • < • C OA. s l cou1.01 f----2". f---~ 01.l NC! ,AIUU ~ -> • -< • SI 0 C f. 4 IV VICINITY.MAP s~~ ........:...J , OU.l"HIC SCA.lf I_~ MllES LEGEtlO .. ,:::· .. :/· .. , , ................ CONCRETE ?/l A. C ................... ASPHAL TIC CONCRETE / __ .__.; ................... CENTERLINE --•-··· ..•.••••••••••••• FENCE ===~: ................... WALL -i::t-o ..................... STREET LIGHT ©.V. .-................... VALVE 0 M.H. ' .................. . MANHOLE o S. .. .............. • .... SIGN .................... CURB -E --.................... UNDERGROUND ELECTRICAL - G -..............•••••• GAS MAIN -S -.............•....••• SEWER HAIN -T-. : • , ................ UNDERGROUND TE[EPHONE -w-.................... WATER MAIN tfF.H. . ..... .'., ........... FIRE HYDRANT T. C. .. ......... : ........ T0P OF CURE T.W. .................... TOP OF WALL F.S ..................... FINISHE'O SURFACE F.G. . ....... -........... . FINISHED GRADE F.L. . ................... FLOW LINE F. F. . ................... FINISHED FLOOR .--(335)--.......... : ......... EXISTING CONTOUR . (335.9) ................ : •.. EXISTING ELEVATION 334 . 53 .... : •. :: ........•.•• FINI SHED ELEVATIONS T .S .W .................... TOP OF STEM WALL 0 P.P ..................•..• POWER POLE T.G ....................... iOP OF GRATE W .M ...................... WATER METER EMERGENCY TELEPHONE NUMBERS SOUTHERN CALIFORNIA GAS CO. 9 • · SOUTHERN CALIFORNIA EDISON CO. PACIFIC BELL 835-0221 973-5491 739-3031 644·30\I > • CITY OF NEWPORT BEACH (SEWER & WATER) COUNTY SANITATION DISTRICTS TELEPROMPTER CORP. OF NEWPORT BEACH COMMUNITY CABLEVISION 962-2411 (EXT. 241) 642-3250 6'.4-4471 i UNDERGROUND SERVICE ALERT l •800-422-4133 DIETERICH POST REORDER NO.113013 o• r , • • U.N1Vf1Sll 1 .. 4 <, 0 o,. C: U C , C: I :I • 0 :i: .,_ .. , , I C: • .. q i f. I • I ' I ' ' I I ' ·l . • BASIS OF BEARINGS THE CENTERLINE OF EAST COAST HIGHWAY AS SOUTH 1 s0 21' 30" EAST PER , CALIFORNIA DEPARTMENT OF TRANSPORTATION TIE NOTES Alll-001-8 & 9 WAS USED AS THE BASIS OF BEARH:GS FOR THESE PLANS .> INDEX MAP SCALE' J"= 50' •. ,a,;;.· GOLl?ct,.ll<.01? AV&. <;;,c,• 1=A"?_. C.O........,"'t' \-I IGHW,,,_--< \O' GOLOG"-l'ROD t:,,.-../&, \ ,z,• le .b. "',, T C06.?.: \-1 IG \.\WA.'( \ <;.' GO\.OE-N 'R.00 t,.V&. ,;,e,• 'c. c.o...,,, r\W N' I..._-~ . • 4 . •• • "' ' " " ' " 4 2.· . . ... . . ' SAv!CUT 0.17' DEEP BEFORE EXCAVATING. TYPICAL STREET· SECTION NOT TO SCALE BENCH MARK '' • OCS BM #3K 29 6B -6 BLOCKS NORTHWEST ALONG THE PACIFIC COAST HIGHWAY, U.S. 101 ALT., FROM THE POST OFFICE AT CORONA DEL MAR TO ITS INTERSECTION WITH IRIS AVENUE; 36 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 49.5 FEET SOUTHEAST OF THE CENTERLINE OF THE AVENUE, 17.5 FEET SOUTHEAST OF A FIRE HYDRANT, 22.5 FEET SOUTHEAST OF A STREET LIGHT POLE, SET IN THE TOP OF THE NORTHEAST CORNER· OF A CONCRETE CATCH BASIN, 0.6 OF A .FOOT HIGHER THAN THE GUTTER. ELEVATION .................................................... 81 .881 DATE BY A.C.. NOTICE TO CONTRACTORS • ••s • • CONTRACTOR AGREES THAT HE SHALL ASSUME CO~PLETE AND SOLE RESPONSIBILITY FOR JOB SITE CQN-.,. DITIONS DURING THE COURSE OF CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMJTE°D TO NORMAL WORKING HOURS;. AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND ENGINEER HARMLESS : FROM ANY AND ALL LIABILITY, REAL OR ALLEDGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FROM LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR: ENGINEER. • ~ UNDERGROUND STRUCTURES ALL UNDERGROUND STRUCTURES OR UTILITIES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED I/ITH THEIR APPROXIMATE LOCATION ,\ND.EXTENT. • THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS PURSUANT THERE·TO AGREES TO ASSUME LIABILITY AND TO HOLD THE UNDERSIGNED HARMLESS FDR ANY DAMAGES RESULTING ·• FROM THE EXISTENCE OF UNDERGROUND UTILITIES DR STRUCTURES NOT REPORTED TO THE UNDERSIGNED,: NOT INDICATED ON THE PUBLIC RECORDS EXAMINED, LOCATED AT VARIANCE WITH THAT REPORTED OR SHOWN ON THE RECORDS EXAMINED. THE CONTRACTOR IS· REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE• CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS .OF THE UTLILITES OR STRUCTURES CONCERNED BEFORE STARTING WORK, • I. ALL WORK DETAILED ON THESE PLANS, OUTSIDE CAL TRANS RIGHT OF WAY, SHALL BE PERFORMED, EXCEPT AS OTHERWISE STATED. !N THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVIS!.ONS, IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBL! C WORKS CONSTRUCTION, 1983 ·EDITION" AND SUPPLEMENTS. 2. THE CONSTRUCTION OF ALL IMPROVEMENTS WITHIN THE STATE RIGHT OF WAY SHALL CONFORM TO. THE Ri:QUlREMENTS OF THE STANDARD SPECIFICATIONS C,~ CI\L TRANS AND~REQUIREMErlTS OF THE ENCROACHEMENT PERMIT. 3. STATIONING REFEIZS TO CENTERLINE OF STREET. 4. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL ' BE RESP01I,!3LE FOR VER! FYI NG THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO ,. BEGINNING CONSTRUCTION OF THE NEW FACILITIES. 5. CLiR8 DATA REFERS TO FACE OF C-\l-RB. 6. ALL EXPOSED CONCRETE. SURFACES SHALL CONFORM IN GR~l'E, COLOR AND FINISH TO !<LL ADJOINING CURBS AND HAL KS. 7. ALL UNDERGRPUND WORK SHALL BE COMPLETE PRIOR TO PAVING .. 0~ STREETS )\ND DRIVEWAYS,' 8 .. SEWER MANHOLES SHALt a~ LEFT BELOW PAVEMENT GRADE AND BROUGHT TO c!NISH GRADE AFTE~ ·PAVEMENT IS IN PLACE. , • 9·.. THE CONTRACTOR SHALL NOT! FY T-HE PUBLIC WORKS INSPECTOR AT 644-3311 AFTER PLACEMENT OF FORMS AND PRIOR TO PLACING ANY CONCRETE FOR CURB AND GUTTER SO THAT THE FORM LOCAT .. !Oli d CAN CH0ECKED TO ASSURE ITS COMPATIBILITY WITH EXISTING COt'STRUCT!ON. 1 D. . THE CONTRACTOR(S) SHALLREQUEST INSPECTION FROM PUBLIC WORY.S 48 HOURS ON ADVANCE OF PER:-ORMING ANY WORK. T\'eL. ,;,44-'?'eol\ CONSTRUCTION NOTES G) 0 0 0 0 © 0 @ CONSTROCT 9" A.C. (REMOVE EXISTING PAVING). CONSTRUCT 6" P.C.C. CURB AND GUTTER, TYPE A-2-6, PER CA~IFORNIA DEPARTMENT OF TRANSPORTATION STANDARDS.(RE~DVE EXISTING CURB). CONSTRUCT 8" P. C. C. CURB AND GUTTER, TYPE "A", PER CITY OF NEWPORT BEACH STD, NO. 182-L.(REMOVE EXISTING CURB). CONSTRUCT 4" THICK P.C.C. S!DEHALK PER CITY OF NEWPORT BEACH STD. NO. 180-L (REMOVE EXISTING SIDEWALK AND DRIVEWAY APPROACH). • • CONSTRUCT 6" THiCK P.C.C. COMMERCIAL DRIVEWAY APPROACH, TYPE Ill, PER CITY OF NE\IPORT BEACH STD. NO. 166-L (REMOVE. EXISTING DRIVEWAY APPROACH). vi a 24', X • 10', Y • 4'. CONSTRUCT P .C. C. CURB ACCESS RAMP PER CALI J'ORt,IA DEPARTMENT OF TRANSPORTATION STANDARDS. CONSTRUCT 4' x 5' -TREE WELL'. H!Tll RMT B,',RRI ERS. 0 DISPOSE OF EXISTING FACILITIES AS DIRECTED BY THE CALIFORNIA DEPARTMENT OF TRANSPORTATION. @ CONSTRUCT RECTANGULAR Cf.ST !RON DRAIN. (ALHAMBRA FOUNDRY A-470 OR EQUAL) @ CONSTRUCT RECTANGULAR CAST IRON DRAIN THROUGH CURB PER CITY OF NEWPORT BEACH STD. DRWG. NO. 184-L (ALTERNATE) @ CONSTRUCT P.C,C. GUTTER EXTENSION CONFORMING TO EXISTING ______ CONST;:'JCTION. CONSTRUCT 0.50' A.C. OVER 0.80' CLASS 2 A.B. OVER 1.00' CLASS 4 A.S_. • CONSTRUCT 4" THICK P.C.C. SIDEWALK PER CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARDS. ,> DONALD E; STEVENS, INC. .> QUANTITY 140 SO. FT. 108 LIN. FT. 96 LIN. "FT. 1110 SQ.FT. • 485 SQ. FT. _l EACH 3 EACH 1 cec11 AS REQUIRED 24 LIN. FT. 2 EACH 160 SQ. H. 92 SQ. FT. 950 SQ. FT. '-... ,.,, .. ---·-~-... .. , • • r·.·,, -._ .. , • ·.O ,"), , .. ·-17941 SKY PARK CIRCLE, SUITE G ' ·- DESCRIPTION. REVISIONS IRVINE, CA 92714 • \ ,...,.-, 714-250-9242 ·d»~~~Y-d DONALD E. STEVENS R.C.E. 11066 DATE APP'D. DESIGNED r.>e.,; DRAWN E~. CHECKED O<;, • DATE I ·16•8") IMPROVEMENT PLANS FOR: LOT I, I BLOCK F, TRACT -NO.-323 CITY OF NE\'i/PORT BEACH PUBLIC WORKS DEPARTMENT, SHEET . . OF 2 _,. J.N. 2512 J-13 ,/ 3 >.-~ ~ -i)I o' w • '9 ill + cJ I ~ J .J -<i 14' ;;;- 6 ~ ~ "' ~ i- ~ ;; "' ~ IJ -.. ,ll 7 15 0 :, ll! ill Jl. rt ~ ~ '" ~ Ill r! I-i- ~ ~ ;; ~ "' =I -- - - ~ ·o ·--t 2 1Y ';i; > 0 ] ll! ~ UJ ,!! ti r ~ al - a: \fl'y..r \ fl~N = .• ·GOLDENROD BENCH MARK ·ocs BM #3K 29 68 - 6 BLOCKS NORTHWEST ALONG THE PACIFIC COAST HIGHWAY-, - U.S. l 01 ALT., FROM THE 'POST OFFICE AT CORONA DEL MAR TO ITS' INTERSECTION • WITH IRIS AVENUE; 36 FEET SOUTHWEST -□F THE CENTERLINE OF THE HIGHWAY, 49.5 ' : ~i~; ~~~~~~~:T2~~5T~~E~E~6G~~~~~To~FT~Es~~~~~ELI~~T5P~~~: ~~~T~~A~~E0~o! OF THE NORTHEAST CORNER OF A CONCRETE CATCH BASIN, 0.6 OF A FOOT HIGHER THAN ,. THE GUTTER. I ELEVATION ..............................•.... ; .•.............. 81 .881 DIElERlCH POST REORDER NO. 11301:l SCALE: I"= 201 . - ~ = u d) ll! a lr ~ 't , 0 .., ~ ~ ~ I ·. - ~ ~- . - ~ ~ r-. \; UJ I-' ~ 0. V ,I.. (/) -Se, .SQ, q_,7 AVENUE CONSTRUCT RECTANGULAR CAST IRON DRAIN TllROUGH CURB PER CITY OF NEWPORT BEACH STD. DRHG. NO. 184-L (ALTERNATE) CONSTRUCT P.C.C. GUTTER EXTENSiO.N CONFOR~!NG TO EXISTING CONSTR!ICTION. CONSTRUCT 0.50' A.C. OVER 0.80' CLASS '2 A.B. OVER 1.00' CLASS 4·A.S. CONSTRUCT 4" THICK P.C.C. SIDEWALK PER CALIFORNIA DEPARTMENT OF TRANSPORTATION .STANDARDS. . ---• 0 . CENTERLINE & CURB DATA @· BEARING/DELTA RADIUS LENGTH l N 74° 38' 30 11 E 70.87' 2 N 39° 40' 30 11 E 185.42' 3 124° 58' 00" 25.00' 54. 23' 4 N 39° 40' 30" E 1so.os= 5 l O. 00' 15. 71 ' 6 N l 5° 21 ' 30" W 125.00' 7 N l 5° 21 ' 30" W I 81 . 69' (/1 o"' .. (.,I .• -CONSTRUCTION NOTES G) 0 G) 0 © 0 @ CONSTRUCT 9" A.C. (REMOVE EXISTING PAVING). CONSTRUCT 6" P.C.C. CURB AND GUTTER, TYPE A-2-6, PER CA~JFORNIA DEPARTMENT OF TRANSPORTATION STANDARDS.(RE~OVE EXISTING CURB). - CONSTRUCT 8" P.C.C. CURB AND GUTTER, TYPE "A", PER CITY OF NEWPORT BEACH STD. NO. 782-L.(REMOVE EXISTING CURB), CONSTRUCT 4" THICK P.C.C. SIDEWALK PER CITY OF NEWPORT BEACH STD. NO. 180-L (REMOVE EXISTING SIDEWALK AND DRIVEWAY APPROACH). CONSTRUCT 6'' THI CK P. C. C. COMMERCIAL DRIVEWAY APPROACH, TYPE III, PER CITY OF NEIJPORT BEACH STD. NO. 166-L (REMOVE EXISTING DRIVEWAY APPROACH). W = 24', X = 10•·, Y = 4'. CONSTRUCT P .C. C. CURB ACCESS RAMP PER CALI FORNI A DEPARTMENT OF TRANSPORTATION ~TANnARDS. CONSTRUCT 4' x 5' TREE I/ELL·. DISPOSE OF EXISTING F.'.c!LITIES AS DIRECTED BY THE CALI FORNI A DEPARTMENT OF TRANSPORTATION. CONSTRUCT RECTANGULAR CP.ST !RON DRAIN. (ALHAMBRA FOUNDRY A-470 OR ECUAL) --. :R ... ,111-EJ~. - Rll7 "= -✓ --· J--- 0 2 I I I Pl.A~~ EAST COAST H~GHWAY .. SCALE: 111= 201 < ·DONALD E. STEVENS R.C.E. 11066 DATE PLAN 8i PROFILE Of: GOLDENROD AVENUE a EAST COAST HIGHWAY DATE • BY DESCRIPTION APP'D. DESIGNED DE<, DRAWN e:.<;, CITY OF tJE\"JPORT BEACH REVISIONS CHECKED r.,<:, . DATE HE.•8"> PUBLIC WORKS DEPARTMENT SHEET 2 OF 2 J.N.2512