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HomeMy WebLinkAboutR_5352_SVI CI N I TV R,~ AP l/4 Q l/4 1f2 3/4 1 Gll:APHIC SCALE IN MILES SYf\~BOL LEGEND .f'-PO\'/ER POLE ~ 0 t.\ANHOLE 'O' Fl RE HYDRANT D METER BOX -0--VALVE E-POV/ER POLE A~CHOR D, L'. Otl U t.\ ENT -x-x-FENCE BLOCK \'/ALL TREE ,!J'-, f.:, SH RUBBERY /w' ,-:,.c.L:L7 ASPHALT PAVEMENT =:. '='n o 2i =--8=, BRICK VIALi< I .• •.• • 1_._:_-c::_.:_::..::., CONCRETE ~ ::J e.u.L-<.c,.L.d BUILDING EXISTING CONSTRUCTION NEW CONSTRUCTION ---i-CENTERLINE ----s-SE\'IER LINE -----w-\'.'ATER LINE --G-GAS LINE --£--PO\'/ER LINE -lEL-TELEPHONE LltlE -TY-CABLEVISION LINE -SP-SPRINl(LER SYSTEt.\ ~ STREET LIGHT ·' BENCHMARKS 1. ORANGE COUNTY SURVEYOR'S B.M. (ALUMINUM CAP) STAMPED "3K-24-68" 1.4 MILES SOUTHEAST ALONG THE PACIFIC COAST HIGHWAY (U.S. 101 ALT), FROM THE CONCRETE BRIDGE OVERCROSSING OF NEWPORT AVENUE (OVER THE HIGHWAY), TO THE NEWPORT BAY BRIDGE; ABOUT 335 FEET SOUTHEAST ALONG THE HIGHWAY, FROM THE CENTER LINE OF DOVER DRIVE: 5.5 FEET SOUTH OF THE SOUTH SIDE OF A CONCRETE BRIDGE WITH WOOD PILINGS, 10.5 FEET SOUTH OF THE NORTH EDGE OF THE CONCRETE WALK ACROSS THE BRIDGE, ON THE SOUTH SIDE OF THE BRIDGE, 4.5 FEET ,JEST OF THE SOUTHWEST END OF THE BRIDGE, 3 FEET EAST OF THE EAST SIDE OF A 7-BY-7 FOOT CONCRETE BOX STRUCTURE, THAT IS 5 FEET HIGH, SET ON THE TOP OF THE CENTER OF A CONCRETE CRADLE FOR A 24- INCH GAS LINE, ON THE SOUTH SIDE, ABOUT l FOOT BELOW THE CONCRETE WALK ACROSS THE BRIDGE. 1970 ELEVATION (M.S.L.) 2. UNITED STATES COAST & GEODETIC SURVEYOR'S B.M. (BRONZE DISK) STAMPED "Y 770 l 945" 10.68 FT. 0.5 MILE SOUTHEAST ALONG THE PACIFIC COAST HIGHWAY (U.S. 101 ALT) FROM THE NEWPORT AVENUE OVERPASS AT NEWPORT BEACH; 0. l MILE NORTHWEST OF A CLIFF ON THE NORTHEAST SIDE OF THE HIGHWAY; AT PORT ORANGE FISHING HOLE, 28 FEET SOUTHEAST OF THE PROLONGATION OF THE CENTER LINE OF THE SOUTHEAST ONE OF nm PAVED ENTRANCE ROADS, IN THE TOP OF THE CONCRETE SEA WALL, ABOUT 72 YARDS SOUTHWEST OF THE SOUTHI/EST CURB OF THE HIGHWAY, 28.0 FEET WEST OF THE WEST CORNER OF A WHITE PAINTED'ICEHOUSE, 2.2 FEET SOUTHWEST OF THE EAST (OUTSIDE) CORNER OF A RIGHT ANGLE IN THE SEA WALL, l .5 FEET SOUTHIJEST OF A 14-INCH POST SUPPORTING A ROPE GUARDRAIL AND ABOUT LEVEL WITH THE GROUND. 1970 ELEVATION (M.S.L.) 5,94 FT. 3. ORANGE COUNTY SURVEYOR'S B. M. (ALUMINUM CAP) STAMPED "3K-23-68" 0.8 OF A MILE SOUTHEAST ALONG THE PACIFIC COAST HIGHWAY (U.S. 101 ALT) FROM THE CONCRETE BRIDGE OVERCROSSING OF NEWPORT AVENUE (OVER THE HIGHWAY) TO 1600 COAST HIGHWAY; ABOUT AT THE BEGINNING OF A CURVE IN THE CENTER LINE OF THE HIGHWAY GOING NORTHWEST, 37 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 8.5 FEET NORTHWEST OF TELEPHONE POLE NUMBER 32225H, ABOUT 62 FEET NORTHWEST OF A FIRE PLUG, ABOUT 3 FEET SOUTHWEST OF A DEAD MAN GUY WIRE WHERE THE WIRE ENTERS THE GROUND, SET IN THE NORTHWEST CORNER OF A CONCRETE CATCH BASIN, ABOUT 0.8 OF A FOOT HIGHER THAN THE GUTTER. 1970 ELEVATION (M.S.L.) 8.19 FT. 4. PROJECT T.B.M. (STA.99+99.70 TO STA.106+59.50) TOP OF FIRE HYDRANT 45. 7 FEET NORTH OF CENTER LINE OF I/EST COAST HIGHWAY AT STA. 99+97.40. 1970 ELEVATION (M. S. L.) • 14.25 FT. EMERGENCY T~LEPHON~ NUt,fi BERS AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERtJ CALIFORNIA EDISON COt.\P,\NY PACIFIC TELEPHONE COt.lPAMY CITY OF NE\'JPORT BEACH (SEl'/ER !ls \'/ATER) COUNTY SANITATION DISTRICTS TELEPROMPTER CORP. OF NEWPORT BEACH COMt.1UNITY CABLEVISION ~JU t.18 ER 63'4~3128 835-3833 1· 800-422-4133 640-2221 962-2411 EXT.241 642-3260 644-4471 NAt1E MR. HOWARD MR. WRIGHT USA MR. FRQST MR. ROMAN MR. BRITTON OJF BJEACIYr CJITY NJEVvPORT PUBJLJIC \1\TORI{§ IDE PARTR/2IJEN1r STREET ~MrROVEMENT WEST COAST H~GHWAY (ORA 00~} DOVER DR~VE TO ~000° WEST CONTRACT NOo ~09~ NEWPORT --- BAY 0 I{) ai I{) + (!J ..______ ---...... LOCATION SCALE: I 11= 400' APPROVED: ~~ 6 }t~-'t DATE= APRIL 3,1978 APPROVED= ASSISTANT PUBLIC WORKS DIRECTOR R.E. NO. 12806 ENVIROMENTAL MANAGEMENT AGENCY-DEVELOPMENT GENERAL NOTES l. Elevations shown on plan and profile are in fe_et above U.S.C. & G.S. Mean Sea Level = O.C.S. Datum 2. All construction detailed on these plans shall be performed in accordance with the "Standard Specifications for Public Works Construction" (1976 Edition, Including Supplements), the City's Standard Plans and Standard Special Provisions, and this Contract 1s Special Provisions, except as modified by the "State of California's Standard Specifications" (1975 Edition). 3. All work to be performed within the State Highway right-of-way shall conform to the requirements and conditions of the encroachment permit issued by the Department of Transportation, State of California. Permit will be obtained by the City of Newport Beach. 4. The locations of existing substructures shown hereon have been taken from records and their correctness and completeness are in no way guaranteed. It shall be the contractor's responsibility to locate all substructures, including laterals whether shown hereon or not, and to protect them from damage. The removal of abandoned-in-place sub- structures shall be the contractor 1 s responsibility. The lowering or relocation of interfering portions of substructures shall be the re- sponsibility of said utility or franchise holder. 5. All debris created by clearing, grubbing, and 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. 6. All P.C.C. and A.C. street pavement to be removed shall be outlined to necessary working limits and sawcut to a minimum depth of 2 inches prior to removal. 7. All reinforced concrete pipe must be centrifugally spun with a-ring .rubber gasket bell and spigot joints. 8. Asbestos cement pipe (Class IV) may be used in lieu of reinforced concrete pipe. D load shall be 3000D if A.C.P. is used. 9. All stationing on plans 'refer to center line of highway DATE: 4-1-f-?8 10. All traffic control warnings, lights and devices shall conform to the provisions in the 11Manual of Warning Signs, Lights and Devices for the use in Performance of Work upon Highways", dated 1977, as prepared by the Department of Transportation, State of California. ILi > iE Cl U-1 i Cl 0 U-1 o. a: '!. + ::i: ,-.. If) ~ ~~ Ill If> -----··-- SHEET NO. l . 2. 3. 4. 5. CD 0 0 0 CD © 0 0 ® @) @ @ @ @ @ @ @ @ @ @) @ @ @ @ @ @ @ @ @) INDEX TITLE SHEET PLAN & PROFILE STA. 99+99.70 TO STA. 104+00 PLAN & PROFILE STA. 104+00 TO STA. 106+59.50 PLAN & PROFILE STA. 120+05 TO STA. 130+00 PLAN & PROFILE STA. 130+00 TO STA. 137+14 CONSTRUCTION NOTES ------------------ Construct 18" R.C.P. storm drain (2000D) with Class "C" bedding per CNB Std-316-L. Remove existing improvements, excavate, and prepare subgrade. Construct 0.45'asphaltic concrete (Type III-C2-AR 4000) over 1.25' aggregate base. Construct variable thickness A.C. feather join over A.C. tack coat .. Sawcut. Construct curb inlet per CNB Std-305-L and Std-304-L (La?'). Construct junction structure No. l per CNB Std-310-L (use case for unpaved street and section C-C) Remove existing 12" x 16" C.M.P. (Sta 106 + 32 to Sta 106 + 51). Remove existing 24" concrete pipe (Sta 101 + 10 to 103 + 62) Fill, prepare subgrade, and construct 411 P.C.C. sidewalk over 411 compacted sand with cutoff \/all per CNB Std-780-L and details on sheet 3 and 5. Construct 8" Type "A" P.C.C. curb and gutter per C.N.B. Std-182-L over aggregate base. Construct modified commercial driveway approach per CNB Std-161-L and detail on sheet 3. (Driveway widths (w) shown on plan.) Adjust existing sewer manholes, valve box, or meter box to finished grade. To be adjusted to finished grade by others. Remove existing tree within street R/W (Typical). Sawcut existing step at property line . Protect in place. Construct 311 A.C. ramp (as required for smooth access) over native compacted soil. Relocate chain-link gate to south wall. Relocate flood lights and water sprinklers to back side of new 6" curb. Remove existing curb. Construct 6" Type "B" curb per CNB Std-182-L. Remove necessary section of existing block wall and reconstruct 11in kind" to property line. Construct 311 A.C. pavement over compacted native soil. Remove existing headwall and constru~t curb inlet inc1uding3'x1'R.C.boxtojoinexisting R.C. box per GNB Std.·305-L, Std.·304-L (L=7) and detail, sheet 5. Remove existing block· planter adjacent to sidewalk and driveway ramp and fill area to finished grade of improvements with native compacted soil. C_onstruct 6' curb transition from O" C.F. at sidewalk to 6" C.F. Relocate sign to back side of curb. -I..stall 114 11 dia. P.V.C. sLi~Et-+i-9-ht conduit pet CNB Std-204-L T1u111 Sta 99199.7 Lt Sta. l 06 I 55. 50 . ~-+@)lfl+-t!,1sttttl-street ligl,t poll box~•' ms Std 204 L For-mttm·ple (pa,aH·-e-1-)-e'irctrit. ® Fill and compact area between sidewalk and existing building with native soil to l" below finished grade and install 40 mil P.V.C. plastic sheeting against existing building. Install Fi1e liydra11L asse111bly per EttB Std 500 L wi_L11 lmt Lap Lo existi119 24ll--. 11.L. & C.5.P. pe1 eMB Std-5B7-L. Construct curb access ramp per C.N.B. ·std. -181-L ·, BASIS OF BEARING Bearings are based on center line of the State Highway as shown on a map of Tract 1140 recorded in Book 36, Page 28 of Miscellaneous Maps, Records of Orange County, California. SHT. ! OF 5 l ' 1 ·-_:_ _i_ _ -x.-:....; ...,. --- E~ L l •· ---------, : ---- ---' -- l.i ---=11 I ! -- 14 ----•--·-·· I --- =- -. -: -- 12 --- ·--,-,-, ----- ·t ·• . . ---t ---1 -• ' . ----:--·------__ ,_. __ -- ,--.. -' -·-----_:-_: _-:-. . :.- - ---________,___ : ' -• ·-= --: __ ,_ -....:...: -- -- = j -------:::::------+--- ~,,., ,-- --_ .. J . ,. . -- ' ., : 11 _ ,-, ---. ---====' 26/7~F.=TB_:'-'R.CP' -i -·===~ =rnrt , i _I _ --_ _ • + I I I ----- - . -_ -. i PROFILE ------. II0RIZ0NTAL ·• 1"~20' ----------------.. ,, , • -VERTIC'AL '/ ~2 .. L:.:.:.:..:..:.:~----' --==~~- 100 IOI /0e .. 3n7 DIETERICH-POST 2111B .003 FILM - ---·. __;__::....-- .: - = .... =-=·=== 105 - - -: . -S-000/.5 _-__ -----: ' I ' ' 999 L.F. ~ /8" R.C.P. • -20000, -. -·-• ·- - - -. - -_--- + •• -t ' --___ _ [ ' -+ -+-•• ---- /04 -__ l ===t= -1 -, - ·e• .. 4 . ■ . ---·_:_. i I , _; . : .. ------- I ! _; I 1---j 1 -- • ; . --• ! i ' ----1-,--•· --~----: -..:::i== I ·-• -! ·-----t -- : _: I =t=·· T _ ' -; -Ill ! 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PROF/L.E h'OR/ZONT.4L .• / ",20' .. //£RT/CAL-· /":e' ' • -~ --+---_:_;- ---==+----' -- •-..... -- .. ---- .. 107' 0 CURB RETURN OATA A LJ.:89<'c3.5~J?N R,a.oo' r, 7. 92' L:/249' ----· -.•• -- 14 -. -- ----,----- :-'_ --· -. -- ~ l . ·.; ➔ ~1-j ,-- •· ' -' -t --· ----.. • ----- ; ·---+- ·---_J --.. • -: . : -. -· - ,,. -·· --.: -. - ' i l. --+-----+-~ --+---- ----, -+-----I ·- .. • -------+· - • ·-- -·-· -· ---·-· i l i L i 7 i .. ' REF..-F.B. .518, SIIT. 40 , .. , MOO/F/EO COMMERCIAL. NOT TO SOALE ,> TYPIC'AL. .SECTION STA. 99>'99.70 TO STA. /06,<:5/;!:50 /l>OT TO SCALE APPROVED --+- ---; I i : -- i I --+---:t:::= • - =±----➔• , I gl £ ~ ,!7::;;r ::::':s'O//,.r~"~':,;LJ:;';:YN 1--+--+-------------t---! ASS'T, PUBLIC WORKS DIRECTOR' rr~, .__._,,...., rTl<.;r7VV,6# DATE BY DESCRIPTION APP'D. REVISIONS R.E.NQI.E>BOd FROM .3100 1 T0.3800' ~0001/ER DAT"~-lr~--1~-~~~'8~ _ __, DESIGNED E.O. CHECKED v.111. DATE /c-/6-77 CITY OF NEWPORT BEACH;e PUBLIC WORKS DEPARTMENT R-.53.5t!?-S SHEET ,:j OF 5 I\ i ( r l> 13 (l\ \'.). ' ~~~-. --: : :--::-1 -- ' 1--- t ·-· --1-=====. = .. = .. ===.= ' . . --·-··'. ·---1 -,-1 ·--- L----+-- =i=- 1 1 I I I I I .... I leO I.El --------- 7/74 DIETERICH-POST 21118 .003 FILM ' . --•-- - --,-- l==c I : I . -----+ . • ( - . I . I I I I I I I 122 - ----,,-l.-'.....:.. ' 12e ' ~- £LEI/. /2 - 1 ---'-----.- ---l .. i I 1 1ea / /0 ----~-t.~--~•H.~-~, ~~~--~~~,~~6~4~V~--~ T --·--;- I· -] -·-·l-------l···· . ! -.]_ ltE>4 7 =i= I ' ---. -. -_ -.. --------- ' ' I ., ----··-- =====- 125 ·------------- I I i " -•---j I :--- -_-: . - PROF/Le h'OR/ZO/VTAl'. .·/ ": 40' //ERT/CAL .-/H:4' 126 I 1 I --~~~~- 127 /,::8 -----. , ·---------: -1----. •• ' .. ,1 •• ----! •· . : ----- -i==-:-= 1 +-----;--=t= I .. ---' ___j i I . ---• .. . : . 1-1-1---. --.;. a-• , : i . I i . ---- -· -· ---·· -· -- 129 I.SO We.ST --------------------------------------....----------- -------t'------124 COAST ----+---------/E7 ,·,. ;-.-:-.· ,:,,_ '@y:B. I X r • X <i!Y j:Jj,,_,,.,' SCALE:/cv REF..-F/ELO BOOK 5/0, SHT. 6'3 l---t----t---------------i---1APP:@~ M4 DATE BY DESCRIPTIDN APP'D. REVISIONS ASS'T. PUBLIC WORKS DIRECTOR R.E. NO /.:'SOd DAT• 4-J-?$ DESIGNED 6.L.W. CHECKED ,/8.W. DR~);:'r ,_, l'i Jr;Jj,L' DATE //-/4-77 --. ----,------,- =----i==-e--=... ' ---··--: ' . . ·-•·· ,-- ., '..::............ ' , I ~ Cl/RB RETl/RN OATA LI :,e5• 2e' .5/" R:9().00' L:39.86' T:eO.,E7' NOTE: G:L. DENOTES GUTTER LIP STRt:t:T /HPl?Of/.t:U.€NT WEST COAST HIOHWAY rR0U A<f..4R/N0 OR/VE TO BAY SHORE OR/VE CITY OF NEWPORT BEACH --------+_-_-- PUBLIC WORKS DEPARTMENT SHEET 4 OF .5 ---------- -------• 1 -+ ' -' L -. -i ---------- I ' --~ L ------- 9/12 DIETERICH-POST 2101B .003 FILM i --_;_ • --: _-I - ---(_·-~--~- I -- ---.. -r i -- --: L ----•.. r I I - I TYPICAL SECT/Oft! STA.-/<?4,.00 n, STA./88~00 /1/.T.S. ___ 7 I -! I i • :...: - F= ------ - --. . -. . -- ·----· .. .... !. Q: 4j -. ---, ... TYPICAL SECTION STA./88,.00 TO STA./85,.00 /11.TS. -I I -I l ' I I , I -cri DATE BY : --: ·-a'-o# a" ""5 3-//"c"oc. I lB" B"-/ON ·-CONSTRl/CT/ON UOINT. I\~ I ~ -~ • • ~ ,l " I TYP/C'AL., 80TH S/0£5' -r'-..1 •• '\) j LJETA/L Ct/RB /NL.ET C'0N/VeCTION STA. /80.,.0/ APPROVED eJ,a)U A9S'T, PUBLIC WORKS DIRECTOR R.E. NO. l.2',900 DATO l,.J.7/J \ ' STHEET /1".#PRO//E/Y'ENT WEST C'OAST H/0NWAY: rROA-1 ,,Y,4,()/NO OR/1/E TO 8AY SH0,{)E O,()/1/E - DESCRIPTION APP'D. DESIGNED DRAWN IY.6'a?Pe@ W. BOR.G'a:Z' CITY OF NEWPORT BEACH R-.5952-S ' SHEET 5 C" 5 I REVISIONS CHECKED DATE u. JYOLTER 11//4/77 PUBLIC WORKS DEPARTMENT -.