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HomeMy WebLinkAboutR_5937_SJOHN WAYNE ><I AIRPORT 51><?) '%-;-l:r-1,i ~0< 3'a ii' CITY OF COSTA MESA VICTORIA ST §; -' ID CITY OF IRVINE "" 0 ID ~ :c VICINITY MAP NOT TO SCALE SYMBOL LEGEND --0-POWER POLE Osco SANITARY SEWER CLEANOUT QSMH SANITARY SEWER MANHOLE ~ FIRE HYDRANT ~ WATER METER BOX & SERVICE □GM GAS METER -----0-----VALVE POWER POLE ANCHOR 6, MONUMENT PROJECTt====""""' LOCATION ABBREVIATIONS ut-11\/ERS\Tf AC ASPHALT CONCRETE AP ANGLE POINT BC BEGIN CURVE EC END CURVE FS FINISHED SURFACE NTS NOT TO SCALE TC TOP OF CURB MON MONUMENT CATV CABLE TV DWY DRIVEWAY co CLEANOUT (SEWER) SW SIDEWALK -x-x-x-FENCE ==== BLOCKWALL TREE SHRUBBERY MCWD MESA CONSOLIDATED WATER DISTRICT .Lil.. .LLL .llL ..uL. ASPHALT PAVEMENT : ; : :; ; ';:': .': :';:';:'; BRICKWALK k _: .-_.: ... ·:I CONCRETE I~ BUILDING _____ EXISTING CONSTRUCTION PROPERTY LINE ----NEW CONSTRUCTION ---t.---CENTERLINE ____ -5 ____ SEWER LINE ------W-----WATER LINE ---G-- - GAS LINE --E--POWER LINE ·-T TELEPHONE LINE --CATV-CABLEVISION LINE --SP--SPRINKLER SYSTEM :ct STREET LIGHT 7T" SIGN I== :::j GARAGE OPENING I __J 'MNDOW * SPRINKLER CB CATCH BASIN Rt RIGHT Lt LEFT CF CURB FACE R/W RIGHT OF WAY GB GRADE BREAK PRC POINT OF REVERSE CURVE POC POINT ON CURVE EMERGENCY TELEPHONE NUMBERS DAY CAL.L TOLL FREE 1-800-422-4133 BEF.ORE YOU DIG SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY AT&T CITY OF NEWPORT BEACH (UTILITIES DEPARTMENT) ORANGE COUNTY SANITATION DISTRICT TIME WARNER UNDERGROUND SERVICE ALERT (800)-624-8153 (800)-611-1911 611 (949)-644-3011 (714)-962-2411 (714)-903-8337 (800)-422-4133 NIGHT (800)-624-8153 (800)-611-1911 611 (949)-644-3717 (800)-422-4133 ?J Fi?ffW,4 y PUBLIC WORJI<-S DEPARTMENT EAST COAST H~GHWAY S~DEWAl~{ ~MPROVEMENTS FROM SEAWARD ROAD TO MORN~NG CANYON ROAD C=3965 APPROVED: ~c--::-~:::::::::~,~~-§'.'.:'::::==:=-===~-::--:-=-c:--:-c::--=---~croVoF PUBLIC WORKS R.C.E. NO. 36106 APPROVED: // " . / DEPUTY PWD / CITY ENGINEER R.C.E. NO. 47961 RO ROAD C46'~ C4,it f-o,v Ro1o PROJECT SITE DATE: _3_-_Z_l_-_o_a~_ ':°?_ ,-:·.; ~ ... DATE:_,_· __ -·, ___ _ u.1 > 52 0 LOCATION MAP NOT TO SCALE CIVIL WORl<S Engineers, Inc. SHEET NO. 1 2 3 GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION," 2003 EDlllON AND SUPPLEMENTS TO DATE, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PEW-AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. 3. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS. 4. P.C.C. SHALL BE CLASS 560-C-3250. 5. CONTRACTOR SHALL ADJUST CITY UTILITIES (e.g. WATER VALVES, CO, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS. 6. PROPOSED PAVEMENT AND CURB AND GUTTER SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS. CONSTRUCTION NOTES 0-coNSTRUCT 4" THICK PCC SIDEWALK PER CITY STD-181-l. @-INSTALL ROOT BARRIER PER DETAIL 3, SHEET 2. (v-coNSTRUCT CURB RAMP CASE C PER CITY STD-181-L-A AND DETAIL 1, SHEET 2 0-coNSTRUCT MODIFIED CURB RAMP CASE L PER CITY STD-181-L-B AND DETAIL 2, SHEET 2 (;;'\ -CONSTRUCT CURB RAMP CASE H PER CITY STD-181-L-B AND DETAIL 3, '---::.F SHEET 3 @-coNSTRUCT MODIFIED CURB RAMP CASE L PER CITY STD-181-L-B AND DETAIL 4, SHEET 3 0-coNSTRUCT MODIFIED CURB RAMP CASE H PER CITY ST0-181-L-B AND DETAIL 4, SHEET 3 @-coNSTRUCT CONCRETE BLOCK SLOUGH WALL PER APWA STD PLAN 622-2 G)-coNSTRUCT TYPE 'B' PCC RETAINING CURB PER CITY STD-182-L &REPAIR LANDSCAPING & IRRIGATION/WATER AS NECESS,ARY_ __---::-:__:"-"--- TO PRE-CONSTRUCTION CONDITIONS, • (;:;\_FURNISH & INSTALL 2-INCH PV; IRRIGATION SLEEVE ~ CAP BOTH ENDS FOR FUTURE USE @-INSTALL 12" WHITE CROSSWALK PER CALTRANS STD PLAN A24E DISPOSITION NOTES @-PROTECT-IN-PLACE (ITEM AS NOTED) @-cur INTERFERING PORTION OF ROOTS AS NEEDED @-ADJUST TO GRADE (ITEM AS NEEDED) &RELOCATE (ITEM AS NOTED) 0-REMOVE (ITEM AS NOTED) SHEET INDEX DESCRIPTION TITLE SHEET SIDEWALK IMPROVEMENTS STA 203+50 to 210+00 SIDEWALK IMPROVEMENTS STA 210+00 to 215+50 BASIS OF BEARING: BEARINGS BASED UPON EAST COAST HIGHWAY BEING N56"37'04"W AS SHOWN ON SHEET 2. BENCH MARK: ELEVATIONS ARE BASED ON ORANGE COUNTY SURVEYORS BENCH MARK ''T-167-R54", A 3 3/4" USCGS BRONZED DISK SET IN THE TOP OF A CONCRETE POST LOCATED IN THE NORTHWESTERLY CORNER OF THE INTERSECTION OF SEAWARD ROAD AND EAST COAST HIGHWAY. ELEV. = 89.122 FEET (NAVD88, YEAR LEVELED 1999) RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not Responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. C-3965 APPROVAL RECOMMENDED EAST COAST HIGHWAY SIDEWALK IMPROVEMENTS FROM SEAWARD ROAD TO MORNING CANYON ROAD 3151 Airway Avenue, Suite S-2 Costa Mesa, CA 92626 (714) 966-9060 DATE ?,/ -;;.,i l o[r' //? <#'~ 01(( / ,¼. ~// /~ 1, \ et;) -/ ~ ~ // \\' C=s ------------Y:'. ,. / T --~-#--T __,,,_'-._ _____ T ------T ------T ------T ------T ------T ------T ------T ------T ------T ------T ------T T ru ----~==~~-==g=-~~==-~-------.~~-~--~-w--~~--w-~~-w----w-'-~~---~~==-~~=~----------~~=-~~==-~~-==~~-==w==-~~==-4~~==-~~==~-~-==::_--~==-~~==w-~-==::_--~==::_=~==~-~==----,---------~ ---T ------T ------T ----ss ----ss ----ss ----ss ----s~~~--ss -+-~'--'~ ss " ~ 00 S ---ss ---ss ---ss ---ss -----++/SS ----0--t l---+---SS(ABN) ----- 1 ~S(ABN) -----SS(ABN) !Efa\ST GQ~ST H~GH~~y ____ _ ----G ---+---+--"""------I --CABTV Cl ..:::: -------- SEE DETAIL 1 CURB 204+01.7 46.1' Rt ENTER OF RAMP 9' 8' ----- RI 12'± HINGE POINT SIDIEWAL~{ SIECTIOM NO SCALE R/W 12'± CURB ------ HINGE POINT El.ECTRI TEI.EPHOri.E _,,,-- _,,,--_,,,-- _.,/ (EXISTING GROUND DI SIDIEWAL~{ SIECTIOM C) NO SCALE DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA -~, - CURB ------- SCALE: 1 "=20' R/W 6' HINGE POINT SIDIEWAL~< SIECTION NO SCALE R/W 10' 6' 4' JOIN EXISTING CURB &: GlflTER L ~=-.=;..:;;:=k:-=:t=:t-=~~ ~EXISTING GROUND HINGE POINT SIDIEWAL~< SIECTION ~ NO SCALE RECORD DRAWINGS L / / / These Record Drawings have been prepared based on information submitted, in part, by others. While this infonnation is believed to be reliable, City of Newport Beach is not Responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. ---- ----89.55 FS SSCABN) ------SS(ABN) ------SS(ABN) ------SSCABN) ------SS(ABN) ------ss ru L 5 TREE 2 89.12 TC (B9.12 FL) 89.83 TC IN EXISTING ------- 7+56± CU~B ~~!' DET~~LC) SCALE: 1"=10' . ' • _I, •. ROOT BARRIER 20' MIN. IN LENGTH CENTERED ON TREE TRUNK ROOT SAR!AIIER DIET AIL C) NO SCALE I; ru ro 1 5 TREE O<JSTING R/W L 2 TREE RETAINING CURB 0 ';,.:~.,_-.' • ~.-" :, ,_ --,L .. , .:.~ ., ' ·• , ~ tr) .,_,'."'•.·•. ~~ • ,:.~-;.., .. -,,~---,-c,-... 92.06 TC -~0)~~,>-1 \_····,:,~. -·. ,;;;,;:;, .. ':-c~ :_."','. {\:(;;'::,: :t \{1;:\:f \ 0 CF .. :3,:;·\::,·,: ,:-_ .. ,. ·,:··.:,,,:.'..·, CONSTRUCTIOM MOTES 0-coNSTRUCT 4" THICK PCC SIDEWALK PER CITY STD-181-L @-INSTALL ROOT BARRIER PER DETAIL 3, SHEET 2. (v-coNSTRUCT CURB RAMP CASE C PER CITY STD-181-L-A AND DETAIL 1, SHEET 2 0-coNSTRUCT MODIFIED CURB RAMP CASE L PER CITY STD-181-L-B AND DETAIL 2, SHEET 2 CONSTRUCT CURB RAMP CASE H PER Cl1Y STD-181-L-B AND DETAIL 3, SHEET 3 CONSTRUCT MODIFIED CURB RAMP CASE L PER CITY STD-181-L-B AND DETAIL 4, SHEET 3 CONSTRUCT MODIFIED CURB RAMP CASE H PER CITY STD-181-L-B AND DETAIL 4, SHEET 3 ©-CONSTRUCT MASONARY BLOCK RETAINING WALL PER APWA STD PLAN 618-2 G)-coNSTRUCT 1YPE 'B' PCC RETAINING CURB PER Cl1Y STD-182-L I , @-REPAIR LANDSCAPING & IRRIGATION/WATER AS NECESSARY TO PRE-CONSTRUCTION CONDITIONS @--FURNISH & INSTALL 2-INCH PVC IRRIGATION SLEEVE -CAP BOTH ENDS FOR FUTURE USE @-INSTALL 12" WHITE CROSSWALK PER CALTRANS STD PLAN A24E DISPOSITION MOTIES 0--PROTECT -IN-PIJ\CE (ITEM AS NOTED) 0-cuT INTERFERING PORTION OF ROOTS 0-ADJUST TO GRADE (ITEM AS NOTED) &RELOCATE (ITEM AS NOTED) 0-REMOVE (ITEM AS NOTED) C-3965 PREPARED BY: DESIGNED SIDEWALK IMPROVEMENTS STA. 203+50 TO STA. 210+00 EAST COAST HIGHWAY CIVIL WORl(S Engineers, Inc. 3151 Aitway Avenue, Suite S-2 Costa Mesa, CA 92626 (714) 966-9060 DAG 1------------------+---t CHECKED MM t-D-RA-WN---ili 06 {»I( {l.tCORT..) (1.AH7 FROM SEAWARD ROAD TO MORNING CANYON ROAD DAG DATE • BY DESCRIPTION APP'D. CITY OF NEWPORT BEACH R-5937-S _______ ..__ _______________ -! DA TE 3 2008 REVISIONS PUBLIC WORKS DEPARTMENT SHEET 2 OF 3 i-------T ------T ------T ------T ------T ------T ------T ------T -----------T ------T ------E ------E wlliT\l=::.-------...D 1-------'ool------',/ -¼,I- I----SS ----SS S IC\! D=-ru ru ~ ro SS(ABN) ------SS(ABN) ------SS(ABN) ------SSCABN) ------SS(ABN) ------1----SS(ABN) ------------- CURB & GUTTER --c.. DI ru ru ro I E -G- RETAINING CURB G E 4' SiDEWAL~{ SECTION NO SCALE DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 0 II) . !8 G E i---- EXISTING R/W EXISTING GROUND - \ \ 2 CURB G ITREEN-----7 11 11+41± \ \ ~ ~ R/W 6' 5' JOIN EXISTING TREE 2 / / / --G lELEPHONE 12+35± L ---------tEXISTING CURB ----- JOIN EXISTING HINGE POINT 6' 5' GROUND NO SCALE R/W / 12'± / JOIN I / _:ISTING I -_/ / ~EXISTING GROUND HINGE POINT / SIDEWALK SECTION(:) NO SCALE RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not Responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. s TREE I I I I I I I 107.29 TC -107.41 TC -- O CF (107.66 TC) I ~ 214+71.11 46.1' Rt C NTER OF RAMP c:, / / RETAINING CURB 108.24 O" CF 108.18 TC O" CF ? u w ~ .., ..... 0:: ..... 0 + 10-= U') . a, -~~ CN (/) GAS 215+09.50 38.0' Rt lELEPHONE CENTER OF RAMP 1p ~o SCALE: 1 "=20' OJ (!) .... ~ ..... 0:: ..... 0 + 109 U') • a, I') 0 -CN st-- ., . •. ! ?}.<. • ' ,_ ....... ,_ G --'--+--G ---- T DETAIL 2 410 ~ II) li. (0 u <Xi 0 • 0 - a. a. < < (!) ,....z 0 ..... (/) co (/)- u 0 .... ~ a, .... li. -.j-li. ti; I-<'i ..... 0:: I') c-.i .... - 0:: ..... 0:: Ill X --CN II) "' I') li. + I') + -10 • + o oiz r-: u II) 10 • II) . a, It) co . a, -~~ • o--~e -°'-0 o, CN CN CN I')~.., -o 215+27.15 AP . . •. · .. •- ·~_:.:.}/~ .-~,~~:_;( 44.2 Rt (109.74 FS) JOIN EXISTING 109.31 FS 215+21.84 EC 48.8' Rt 109.56 FS END WALL 215+08.13 PRC 52.9' Rt 109.27 FS CU~B ~~~ DET~~LC) CURB RAMP DETAILC) ? r 1P 30 SCALE: 1"=10' CONSTRUCTION l\'lOTES SCALE: 1 "=10' PREPARED BY: DISPOSITION NOTES [i]-PROTECT-IN-PLACE (ITEM AS NOTED) 0-cur INTERFERING PORTION OF ROOTS 0-ADJUST TO GRADE (ITEM AS NOTED) &RELOCATE (ITEM AS NOTED) 0-REMOVE (ITEM AS NOTED) CIVIL WORl(S Engineers, Inc. DESIGNED CHECKED 0-coNSTRUCT 4• THICK PCC SIDEWALK PER CITY STD-181-L ©-INSTALL ROOT BARRIER PER DETAIL 3, SHEET 2. 0-coNSTRUCT CURB RAMP CASE C PER CITY STD-181-L-:-A AND DETAIL 1, SHEET 2 0-coNSTRUCT MODIFIED CURB RAMP CASE L PER CITY STD-181-L-B AND DETAIL 2, SHEET 2 5 CONSTRUCT CURB RAMP CASE H PER CllY STD-181-L-B AND DETAIL 3, SHEET 3 CONSTRUCT MODIFIED CURB RAMP CASE L PER CITY STD-181-L-B AND DETAIL 4, SHEET 3 CONSTRUCT MODIFIED CURB RAMP CASE H PER CITY STD-181-L-B AND DETAIL 4, SHEET 3 ©-CONSTRUCT MASONARY BLOCK RETAINING WALL PER APWA STD PLAN 618-2 G)-coNSTRUCT TYPE 'B' PCC RETAINING CURB PER CllY STD-182-L @-REPAIR LANDSCAPING & IRRIGATION/WATER AS NECESSARY TO PRE-CONSTRUCTION CONDITIONS @-FURNISH & INSTALL 2-INCH PVC IRRIGATION SLEEVE -CAP BOTH ENDS FOR FUTURE USE C-3965 DAG 1---+---t-------------t----; SIDEWALK IMPROVEMENTS STA. 210+00 TO STA. 215+50 MM EAST COAST HIGHWAY FROM SEAWARD ROAD TO MORNING CANYON ROAD DAG DATE BY DESCRIPTION APP'D. CITY OF NEWPORT BEACH R-5937-S 3151 Ainvay Avenu7. Suite S-2 Costa Mesa, CA 92ti26 (714) 966-9060 1--------.,___.._ ___________ ~--1 DA TE 3 2008 REVISlONS PUBLIC WORKS DEPARTMENT SHEET 3 OF 3