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R_6030_S
CITY OF COSTA MESA ~ _J CD VICTORIA ST c:: 0 CD <C c:: > <C 0 ~ :,: c:: 0 :::E <C ST z u.J <C _J c.. OCEAN JOHN WAYNE >J' AIRPORT ,,., C'-14-1 ~(A ~a ~ CITY OF IRVINE lJN\\/ERSl1Y PUBLIC WORKS DEPARTMENT BALBOA BLVD AND CHANNEL ROAD PAVEMENT RECONSTRUCTION PROJECT LOCATION VICINITY MAP NOT TO SCALE SYMBOL LEGEND • POWER POLE Oco SANITARY SEWER CLEAN0UT ® SANITARY SEWER MANHOLE ti FIRE HYDRANT HlWM WATER METER BOX & SERVICE □GM GAS METER -------®---VALVE POWER POLE ANCHOR Q MONUMENT -x-x-x-FENCE BLOCK WALL TREE SHRUBBERY ASPHALT PAVEMENT BRICKWALK CONCRETE r/////////a BUILDING EXISTING CONSTRUCTION PROPERTY LINE NEW CONSTRUCTION ___ 'i_ ___ CENTERLINE ----S----SEWER LINE -----W-----WATER LINE ---G-- -GAS LINE --E--POWER LINE --JT--JOINT TRENCH -T--TELEPHONE LINE -CTV-CABLEVISION LINE -SP--SPRINKLER SYSTEM xx.xx (XX.XX) STREET LIGHT SIGN PROPOSED ELEVATION EXISTING ELEVATION CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG APPROVED: ABBREVIATIONS SHADING LEGEND: APPROVED: (IN ADDITION TO GREENB00K SECTION 1-3.2) (FOR PLAN & PROFILE SHEETS ONLY) ARV AIR RELIEF VALVE BLK BLOCK I >< I NEW STREET PAVEMENT BVCS BEGIN VERTICAL CURVE STATION BVCE BEGIN VERTICAL CURVE ELEVATION Cl CAST IRON 1 mm I NEW CROSS-GUTTER. 1 ALLEY APPROACH / DRIVEWAY APPROACH C-5152 DAVID A. WEBB PUBLIC WORKS DIRECTOR R.C.E. NO. 47961 PATRICK THOMAS R.C.E. NO. 44223 DEPUTY PUBLIC WORKS DIRECTOR/ CITY ENGINEER DATE: ______ _ DATE: ______ _ CNB CITY OF NEWPORT BEACH (t CONSTRUCTION STATIONED LINE I i "' . -------,lii, -T . i , ">-- CL CLASS CLR CLEAR CATV CABLE TV DWY. TX. DRIVEWAY TOP OF "X" E ELECTRIC (SCE) EG EDGE OF GUTTtR EXIST EXISllNG FM FORCE MAIN FE FLANGED END FL FLOW LINE FLG FLANGE GB GRADE BREAK GE GR0VED END GV GATE VALVE G GAS HP HIGH POINT IP&T IRON PIPE AND TAG LP LOW POINT MILS MILLIMETERS MIN MINIMUM MJ MECHANICAL JOINT NG NATURAL GROUND NTS NOT TO SCALE NW NORTHWESTERLY NO NUMBER PE PROP RET RWV SCE SCH sea SHT STL CL SQ s STL T TV W/ w PLAIN END PROPOSED RETAINING RESILIENT WEDGE VALVE SOUTHERN CALIFORNIA EDISON SCHEDULE CLEAN0UT (SEWER) SHEET STEEL CONSTRUCTION STATIONED LINE SQUARE SEWER STEEL TELEPHONE CABLE TELEVISION WITH WATER -----·- DRAWINGS These Record Drawings hove been prepared b sed on information submitted, in port, by others. While this information is believed to be reliobl , City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which oy hove been incorporated into these plans as a result. LOCATION MAP BASIS OF BEARINGS: BASED ON THE BEARING BETWEEN 0.C.S. HORIZONTAL CONTROL STATION GPS NO. 6093 AND STATION GPS 6182R1 BEING N22"32'oo"w BENCHMARK: NOT TO SCALE -PROJECT AREA FOUND 3 3/4" 0.C.S. ALUMINUM BENCHMARK DISK STAMPED "NB1 -4-71 ", SET IN THE TOP OF A 4 IN. BY 4 IN. CONCRETE POST. MONUMENT IS LOCATED IN THE SOUTHEAST CORNER OF THE INTERSECTION OF F ST AND BALBOA BOULEVARD, 81 FT. SOUTHEASTERLY OF THE CENTERLINE OF F STREET AND 27.3 FT. NORTHEASTERLY OF THE CENTERLINE OF BALBOA BOULEVARD. MONUMENT IS SET LEVEL WITH THE SIDEWALK ELEVATION = 7.828 FEET. (NAVD88) __ J__ EMERGENCY TELEPHONE NUMBERS SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY AT&T CITY OF NEWPORT BEACH (WATER AND SEWER) ORANGE COUNTY SANITATION DISTRICT TIME WARNER CABLE UNDERGROUND SERVICE ALERT MCWD 1----1 g,: 1----1 :z ~ 1----1 1----1 ~ _J 1----1 ~ "' DAY (800)-624-8153 (800)-611-1911 611 (949)-644-3011 (714)-962-2411 (714 )-542-6222 (800)-422-4133 (949)-574-1000 / NIGHT (800)-624-8153 (800)-611-1911 611 (949)-644-3717 (714 )-644-6222 (800)-422-4133 (949)-631-1200 / ,' ' I I I ! ' , , I 1' , , I SEVILLE: ' l I I ! i l I ' ' I I ' ' I I I ' ' i ' ! APPROVAL RECO~ENDED: MARK HARMON, M.0.D. DIRECTOR DATE __________ _ 1, 2. 3, 4. GENERAL NOTES 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. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS. PROPOSED PAVEMENT AND CURB AND GUTTER SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS UNLESS NOTED OTHERWISE. ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE IMMEDIATE ATTENTION OF THE CITY OF NEWPORT BEACH PUBLIC WORKS DEPT. FAILURE TO DO SO WILL PLACE RESPONSIBILITY ON THE CONTRACTOR FOR CORRECTION. 5. CORRELATION OF DRAWINGS AND SPECIFICATIONS. ANY WORK NOT INDICATED ON THE DRAWINGS BUT CALLED FOR IN THE SPECIFICATIONS, OR VICE-VERSA, SHALL BE FURNISHED AND PERFORMED AS THOUGH SPECIFICALLY INDICATED AND CALLED FOR IN BOTH. ANY WORK NOT INSTALLED ACCORDING TO DRAWINGS AND SPECIFICATIONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. 6. PROTECT ALL TREES IN THE PROJECT AREA UNLESS NOTICE OTHERWISE ON PLAN CONSTRUCTION NOTES CD PROTECT IN PLACE ® REMOVE EXIST. AND CONSTRUCT 8-INCH THICK PCC STREET PAVEMENT OVER COMPACTED SAND PER CNB STD-109-L, AND TYPICAL SECTION ON SHEET 2 G_) REMOVE EXIST. AND CONSTRUCT 8-INCH THICK PCC ALLEY APPROACH OVER COMPACTED SAND PER APPLICABLE PORTION OF CNB STD-142-L, TYPE "A" G) REMOVE EXIST. AND RECONSTRUCT TYPE "B" PCC CURB PER CNB STD-182-L ® ADJUST MANHOLE TO GRADE PER CNB STD-111-L © REMOVE EXIST. AND CONSTRUCT 4-INCH THICK PCC SIDEWALK PER CNB STD-180-L 0 REMOVE AND REPLACE WITH NEW WATER VALVE FRAME AND COVER TO GRADE PER CNB STD-511-L © REMOVE AND REPLACE WITH NEW WATER METER BOX TO GRADE PER CNB STD-502-L ® UTILITY BOX TO BE ADJUSTED TO GRADE BY OTHERS @ REMOVE EXIST. AND CONSTRUCT 6-INCH THICK DRIVEWAY APPROACH PER APPLICABLE PORTION OF CNB STD-162-L @ REMOVE EXIST. AND CONSTRUCT CROSS GUTTER PER APPLICABLE PORTION OF CNB STD-185-L @ REMOVE AND REPLACE WITH NEW ELECTRICAL PULLB0X TO GRADE PER CNB STD-204-L @ REMOVE EXIST. AND CONSTRUCT PCC CURB ACCESS RAMP PER CNB STD-181-L-A, CASE "D", UNLESS NOTICE OTHERWISE ON PLAN @ REMOVE EXIST. AND CONSTRUCT PCC CURB ACCESS RAMP PER CNB STD-181-L-B, CASE "H", UNLESS NOTICE OTHERWISE ON PLAN @ SAWCUT, REMOVE EXIST. AND INSTALL RAISED TRUNCATED DOMES INTO EXISTING CURB ACCESS RAMP PER APPLICABLE PORTION OF CNB STD-181-L (A-D) @ REMOVE EXIST. AND CONSTRUCT PCC CURB ACCESS RAMP PER CNB STD-181-L-B, CASE "J" MODIFIED PER DETAIL ON SHEET 2 @ REMOVE EXIST. AND CONSTRUCT PCC CURB ACCESS RAMP PER CNB STD-181-L-B, CASE "K", UNLESS N0llCE OTHERWISE ON PLAN @ REMOVE EXIST. BRICK AND/OR CONCRETE IN PARKWAY AND BACKFILL WITH 6-IN DEEP TOP SOIL @ REMOVE EXIST. AND RECONSTRUCT CATCH BASIN TOP SLAB PER APPLICABLE P0Rll0N OF CNB-305-L AND DETAIL ON SHEET 2 @ REMOVE EXIST. AND RECONSTRUCT LOCAL DEPRESSION PER APPLICABLE PORTION OF CNB STD-304-L @ REMOVE EXIST. AND CONSTRUCT 6-IN THICK PCC BOAT ACCESS RAMP PER DETAIL ON SHEET 8 @ REMOVE EXIST. SIGN, STORE, AND RE-INSTALL AS DIRECTED BY ENGINEER IN THE FIELD @ REMOVE AND REPLACE WITH NEW SEWER CLIEAN0UT FRAME AND COVER TO GRADE PER CNB STD-406-L @ REMOVE AND REPLACE WITH NEW SEWER MAIN TERMINAL CLEAN0UT FRAME AND COVER TO GRADE PER CNB STD-400-L @ VARIABLE DEPTH IMPORTED SAND AS NEEDED @ REMOVE EXIST. DRAIN, SALVAGE GRATE @ INSTALL STAMPED AND COLORED CONCRETE CROSSWALK PER DETAIL ON SHEET 2 @ PRUNE TREE ROOT AND INSTALL ROOT BARRIER @ INSTALL 12"X12'' SEEP DRAIN AND GRATE INLET PER DETAIL ON SHEET 2 @ REMOVE TREE SHEET INDEX [D TITLE SHEET [TI TYPICAL SECTIONS AND DETAILS 0 BALBOA BLVD. STA 9+83.70 -STA 14+15.00 0 BALBOA BLVD. STA 14+15.00 -STA 18+75.00 [TI BALBOA BLVD. STA 18+75.00 -STA 23+25.00 (I] BALBOA BLVD. STA 23+25.00 -STA 27+25.00 0 BALBOA BLVD. STA 27+25.00 -STA 31 +50.00 (CHANNEL ROAD) (I] CHANNEL ROAD STA 31+50.00 -STA 36+00.00 0 CHANNEL ROAD STA 36+00.00 -STA 40+75.00 ~ CHANNEL ROAD STA 40+75.00 -STA 45+74.50 (END) ~ STRIPING PLAN C-5152 APPROVAL RECOM~J-D:.....,..d_ ASSIS CITY ENGINEER BALBOA BL VD. & CHANNEL RD. PAVEMENT RECONSTRUCTION TITLE SHEET R.C.E. NO. 46214 DATE 12 18 2012 DESIGNED FTT DRAWN FTT CITY OF NEWPORT BEACH R-6030-S CHECKED DATE MJS 12/12/2012 PUBLIC WORKS DEPARTMENT SHEET 1 OF 11 C C L ~ ~ E ,e, "' -- "' ----0 - ----0 - !i' '" ~ -·-,il ' ., < ' (/) 0 "' 0 <O "' ---'C > 9' C 0 .c -C ID ' (/) el 0 <O "' ---(/) >--w ~ In ---"' C L ., ., C "' C w ---C, ~ ;3-.., ., L C .c (/) ---.. 8: ---., L ., ., :::, ---.:.: • R/W R/W R/W f-------------------------70'----------------------l .--------22'---------r----------22'----------, ** 4 NOTE, EXISTING STREET IS TYPICALLY 8" PCC OVER NATIVE SAND ** AS SHOWN ON PLAN OR AS NEEDED DURING CONSTRUCTION 2 25 SAWCUT AS NEEDED EX. PCC PVMT BALBOA BLVD. ST A 10+00 -ST A 35+50 N.T.S. <t 4 ** R/W ,----------------------PER PLAN---------------------, R/W .-----------------PER PLAN--------------~ NOTE, EXISTING STREET IS TYPICALLY 8" PCC OVER NATIVE SAND ** AS SHOWN ON PLAN OR AS NEEDED DURING CONSTRUCTION 2 25 EX. PCC PVMT CHANNEL ROAD ST A 36+00 -ST A 43+55 N.T.S. 4 ** 1 6 ** R/W f-------------------------60'----------------------l ** 2% r- .-------18'-21'---------,--------18'----------. SAWCUT AS NEEDED NOTE, EXISTING STREET IS TYPICALLY 8" PCC OVER NATIVE SAND 2 25 ** AS SHOWN ON PLAN OR AS NEEDED DURING CONSTRUCTION EX. PCC PVMT CHANNEL BLVD. STA43+55-END (STA45+74) N.T.S. RECORD DRAWINGS These Record Drawings hove 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. 4 ** 6 ** 1: :: 15'------i R/W r---7' r-1□' ~l5'SWII 12" WIDE GROOVES 1: :: FULL CURB HEIGHT JOIN EXIST. 4" WIDE, VAR. CF RETAINING CURB 8.33% ~ PAVEMENT JOINT o"cF 10'R FULL CURB HEIGHT SMOOTIH TIROWEL 4-IN WIDE ALONG FL I BALBOA BLVD. @CURB ACCESS RAMP c:~; "J" MODIFIED DETAIL NOTES: -SEE CNB STD-181-L FOR OTHER REQUIREMENTS -USE MIRROR IMAGE OF DETAIL FOR NE CORNER EISEL ENTERPRISES 12"X12" DRAIN BOX, PROP. CONSTRUCTION NOTES CD PROTECT IN PLACE 0 REMOVE EXIST. AND CONSTRUCT 8-INCH THICK PCC STREET PAVEMENT OVER COMPACTIED SAND PER CNB STD-109-L, AND TYPICAL SECTION ON SHEET 2 0 REMOVE EXIST. AND RECONSTRUCT TYPE "B" PCC CURB PER CNB STD-182-L ® REMOVE EXIST. AND CONSTRUCT 4-INCH THICK PCC SIDEWALK PER CNB STD-180-L @ REMOVE EXIST. AND CONSTRUCT PCC CURB ACCESS RAMP PER CNB STD-181-L-B, CASE "J" MODIFIED PER DETAIL ON SHEET 2 @ REMOVE EXIST. AND RECONSTRUCT CATCH BASIN TOP SLAB PER APPLICABLE PORTION OF CNB-305-L AND DETAIL ON SHEET 2 @ VARIABLE DEPTH IMPORTED SAND AS NEEDED @ INSTALL STAMPED AND COLORED CONCRETE CROSSWALK PER DETAIL ON SHEET 2 @ INSTALL 12"X12" SEEP DRAIN AND GRATE INLET PER DETAIL ON SHEET 2 REMOVE TOP 1 9 #4 EPOXY GOA TIED REBAR @ 12" O.C., MIN. 6" EMBEDED INTO EXIST WALLS REINFORCEMENTS PER STD-305-L NOTES: SEE STD-305-L FOR ALL OTIHER REQUIREMENTS @ CATCH BASIN TOP SLAB RECONSTRUCTION N.T.S . SEAL PCC PAVEMENT STAMPED CONCRETE SURFACE JOINT] -._1,,-------.,.r-----,--vr--v----v-------.,--- 6"--.--6" • <Xl 111-111-111-111-111=111=111=111=111=111= #4 EPOXY COATED REBAR @ 12" O.C. BOTH SIDES i A CURB FACE 18" DEPTIH WITH FRAME & BASE, OR APPROVED EQUAL. AND HOT-DIPPED GALVANIZED ADA, TRAFFIC GRATE STAMPED CONCRETE CROSSWALK SECTION N.T.S. A I I '1-.,, I ....,~-~ i----i 12" I t-----::---1 (TYP) i ~THICKENED EDGE L ____ j A ---~ PAVEMENT THICKENED EDGE PAVEMENT (ALL SIDES) 3/4" WASHED ROCK FILTIER FABRIC~ CORE BASE FOR 10"¢ PIPE, GROUT ANNULAR SPACE AND SET PIPE FLUSH WITH DRAIN BOX FLOOR I I ' PLAN VIEW N.T.S. 22" ---------- {EXIST. OR NEW CURB ,--,------- / 1------- 'co ,__ ___ 36" +---' 10"¢ x 1 B"DEEP PER FORA TIED PVC PIPE W/ CAP AT BOTTOM SECTION A-A N.T.S. @) 12"x12" SEEP DRAIN AND GRATE INLET N.T.S. PLAIN CONCRETIE, TEXTURED I"--" V //~ / ~~·/ ,·· :,r,, ;,_;, /'f,/ ,// . //// :/-,,:.~ ///; .////' //0/ ~~ ·:.--: ,///'·· {;:--; ~;/x // ,, v///' ///// ,///. • ,·//, ,· "//',-' ////. 2' 0.. N >- TYP f- ;,_/';_ / ,/,/ .-· / .'' //f,/ /// .• /;_;; ///' -0//, ·,//~ f//0' '5,j/}; ///.-' V/,//,_/ ,///'/. //f.; ./ / // / ./,-,,///· ,///'.~· , ' , ·:,/., "/•'/~ ";,_//' //{; -'/' // / b'ff( ' , ' \ 1;,;;;f: //;; .;;//; ///) 1/,/0/ ' SAWCUT JOINT BETWIEEN BLOCKS AS REQUIRED SCOFIELD SHAKE-ON HARDENER ~ "A-29: TERRA COTTA" ~ I"-. ///, -,////,, ,/·/·'' :;// ///; ,//. // '.' -,////, ,//-,/, ,///· ///; >//~'. .· ~ ,_, .•//// ///,· "' ;,;;,,_// ,;,_// ////'/ //, ;,,: v/// ///;-_ // / v/f/, //;-;, v0--:/ ~0:/, ;/// ,;;//; r/;,,./, ///;,; //;;,,_ //// ,/// '/f./;, -::;// v////,• 1%/0/ ,",, / . 0·;// 1///~· 12' CROSSWALK PATTERN N.T.S. 12-INCH WHITE STRIPE @ STAMPED COLORED CONCRETE CROSSWALK N.T.S. C-5152 REVIEWED: BALBOA BLVD, & CHANNEL RD. PAVEMENT RECONSTRUCTION --=s=EN=roRc-cc=rvcc-1L-=Et,1;=1=NE=rn----1 TYPICAL SECTIONS & DETAILS R.C.E, NO. 63670 DATE DESIGNED FTT DRAWN FTT CITY OF NEWPORT BEACH R-6030-S CHECKED DATE AT 12 07 12 PUBLIC WORKS DEPARTMENT SHEET 2 OF 11 C 0 ~ ~ - E Q. <O .,., --I "' -cl' cl' ~ ~ ~ -·- &l I 00 1 V) 0 "' 0 <O 3,-~ > iii I 0 0 D -0 CD I V) 0 "' 0 <O 3,-V) >-w ~ >-:!). en C ~ " " C --en ~ --D D <C 9-~ " ~ 0 .c V) --.. I!' --00 ~ " 00 ::::, --c.: • CONSTRUCTION NOTES CD PROTECT IN PLACE 0 REMOVE EXIST. AND CONSTRUCT 8-INCH THICK PCC STREET PAVEMENT OVER COMPACTED SAND PER CNB STD-109-L, AND TYPICAL SECTION ON SHEET 2 0 REMOVE EXIST. AND RECONSTRUCT TYPE "B" PCC CURB PER CNB STD-182-L ® ADJUST MANHOLE TO GRADE PER CNB STD-111-L n ! D [ 1-+--+--+----,-t-+--+--f-f-+----Huitt----,-t-:-->-,t. --:-f-+-+-+----,-t-:--+--+--+----,f-t-+--+--f-f-+--+--+----,-t-:--+--+--'fn f-t-+--+--f-f-+--rJ-+----,-t-+--+--t-f-+-+--+--f-t-:--+--+--+----,-t-+--+--t-f-+--+--+--f-t-:--+--+--+----,-t-+--+-=0+--+--+----,-+-,,,,.,s-t-_-+--f-f--h::"1:rl-CXl-+----,-t--t-,,..._'*-:.,.,::-t----,f-t--t-,~*,CXl,rl-f-+--+---, 9 (/) _ 1 b i _ ..... 0 _ 1£) .-Q 00 ~ f"'1 a co N 1 :;...:: ..1. Li1 ~ co + (0 ® REMOVE EXIST. AND CONSTRUCT 4-INCH THICK PCC SIDEWALK PER CNB STD-180-L (j) REMOVE AND REPLACE WITH NEW WATER VALVE FRAME AND COVER TO GRADE PER CNB STD-511-L -"'.... a Lf} N.,.... ~ r---LO ~ ~ orn ~ LO co r--. N + ~ + "I"'.! +1•·~N :t: .:._. ~ r...: n r...: f"'1 r---I,..... ,,::..•· l-+--+--+----,-+-+--+--+-t-+---Hn:H-----,-h w.-f~lrr"''1-:'-+----,f-t-c+,tr--+--+-t--h'+¼-s--r----,-t-+,"?!cr.oc'-t----,f-t-+-,..._±+',~++-t-'~"-+'s9--+----,---:·H,--l,<4--t--:lc-t-r.t-+--+-.'+-f,-.-+--t-f-+-,:+:-t,.,,.__-· +-+--+--+~-*•r---4----,-t--t-iN9'-r----'-t-f-+--+-N-+r----+-+-+--+-=t'----, --+-+-+-'--+--+--+----,-+--+--+--+-t-+---+--+----,-+-+---+--+----,f-t-+--+--+-t-+--+---, 8 '-' ~ n .,,. ~I' ~ ~ r-,.. ~ r-.... (I'! It-I .....__.. : ..-.,.... .---..---@ REMOVE EXIST. AND CONSTRUCT 6-INCH THICK DRIVEWAY APPROACH PER APPLICABLE PORTION OF CNB STD-162-L -. ~o. 7% ---: ,..._ 0 ,-..: -. r-- a:: u - Ul ~ "' "' ' \_ PR P. 'RI FIL @ LE T I P / L \_ EXI n. l:>RC FILI @ LEI T E P / L ~ CXl N ~ CXl N N "' .2 % CXl "' "' ,-..: -: ,..._ "' ;::: I.C • 7 ® REMOVE EXIST. AND CONSTRUCT CROSS GUTTER PER APPLICABLE PORTION OF CNB STD-185-L @ REMOVE AND REPLACE WITH NEW ELECTRICAL PULLBOX TO GRADE PER CNB STD-204-L @ REMOVE EXIST. AND CONSTRUCT PCC CURB ACCESS RAMP PER CNB STD-181-L-A, CASE "D", UNLESS NOTICE OTHERWISE ON PLAN @ SAWCUT, REMOVE EXIST. AND INSTALL RAISED TRUNCATED DOMES INTO EXISTING CURB ACCESS RAMP PER APPLICABLE PORTION OF CNB STD-181-L (A-D) ,.,. I-a.. -0 ~ l-+--+--+---i-+-+--+--+-t-+----Hu3+-l-t-+a iiil<e.++:::-----,f-f-c=o+-+--+-f-+"T1 _f-t-+--+--+--,_...+-o,-+---,f-+-+-u-,+--+-t-+--+--+-+---c:b+-+--+--+---,f-+-+--+-cru.,__J+--+--+-f-+-+--+-+-l-+-0-+--+---,-+-+-,,.,+--+-f-+--+-a=+--+-l-+--+-,,.,;-;s-J----,-t-+--+.,..,+u -<0-+--+---,-+-trN,+-,O-+--+-f--+<,,.,~..,.c+-+-+-+!:,..._,'+,,w,,..+---,t-t---Hu'4h,..._n-+-l-+"=F---, 9 ~ ~ a ~ LO :'t u:, V r---V Q en ( r-,.. ~ LO I") ~ r---0 0 (',,JV Lf} co r-.... ~ 2 Lf} ◄,.: (0 + c.o + (0 +, ... · ...., @ REMOVE EXIST. AND CONSTRUCT PCC CURB ACCESS RAMP PER CNB STD-181-L-B, CASE "J" MODIFIED PER DETAIL ON SHEET 2 0 20 -b.2 % I .15 ~ 8 @ REMOVE EXIST. AND CONSTRUCT PCC CURB ACCESS RAMP PER CNB STD-181-L-B, CASE "K", UNLESS NOTICE OTHERWISE ON PLAN ---l-+--+--+---i-+-+--+--+-t-+-+~i4 -+-+-+--+--+---if-t-+--+--+-t-+---tii°'rr -+-t-+----Es~H ---,f-t-+--t<~:;,--+-t-+--+--ti~:si'-t-t-+--+--+~R-lf-t-+--+--+~8--t---',J-'-'-\t--+-+-"a?-+-+--+--t-Kis'-+--+--+-+-~+-+-+---,--l'ffi+--+--+-t--ti~m -+-+--+--+~i-:-'-t-+--+--+-+-<;~1+--+-t-+---t+i:::--rr -+-+-+--tii-;,o-+---,f-t-+--t<-;;;-e-t-t-+~ -~:!---, 7 1 I;:.: ~ ~ I~ ~ ~ \ I~ ~ ~ ~ ~ ~ ~ ~ ;:: ~ @ REMOVE EXIST. BRICK AND/OR CONCRETE IN PARKWAY AND BACKFILL WITH 6-IN DEEP TOP SOIL @ REMOVE EXIST. SIGN, STORE, AND RE-INSTALL AS DIRECTED BY ENGINEER IN THE FIELD __. .._.. ..._, \ \ ·-".::"'" :-c:;: Bl ( C :>f'II ~ ......... .__, ..._.. .._,. \._ e\/1 tT '" 1ll I c "" 11 e c, l""IIJ l"T" ,-,...,. fr-I - ~ <l "" @ VARIABLE DEPTH IMPORTED SAND AS NEEDED @ INSTALL STAMPED AND COLORED CONCRETE CROSSWALK PER DETAIL ON SHEET 2 @ PRUNE TREE ROOT AND INSTALL ROOT BARRIER @ INSTALL 12"X12" SEEP DRAIN AND GRATE INLET PER DETAIL ON SHEET 2 I l-+-+-+-+-+-++-+-f-+----H~3-t-j-t-+-+-+-+f-+-++-+-f-+--+-+-+-t-+-+-+-+f-+-++-+-f-+--+-+-+-t-+-+-+-+f-+-++-+-t-,ti;~'+=f--hr-,+-+-+-t-+<*-c-+-+-+-+<±;:cf-f-+--+~:;:---t-t-+-+~"'1-+-++-'-'="'4,,c+-tf/+/-+-!e--1.,.,--t-+-+-+-lio#-,e,+-j-t-+;"'~a-+-+f-+-+o!a-½_~-f-+--+-j 9 ... W r--..--a c-,,i c-,.j f"'1 LO V r-,,.. LO f.O N t=: ... +'' ,.::_ + r---+ ~ l'-1 LIL. r'\IL -..... ,, , ............. ,,..., .J.tO ~<.O ~<.O +c.o +c.o QID J + , .. : 'VI°' t=l=tt!lj=ttl1j ~-::tj=ttl1jttt l=l=tt!lj=ttl 1jtttl=l=tt!l j=ttl=ljtt!1=l:O~U-!~t:::tl:l:t:t...,t'-:tj:t;:t:....l~~~tt-1~:t:tt:....~·tt1~;;;:;;~""t ;t1~~1 ;t;-tl=!~~E-:E:t~~n=E-=··t-i1~~i:i-l :1=l=t !j s u = C 0. 4' -• ~ -----O N V ~ r N V N ~ ~ V 1~ 00 00 00 1-++--+---,-+-+--+--+-t-+-+,H--+-t-+-+--+---,t-+-+--+--+-t-+--+---+-+-+-+--+---+---,t-+-+--+--+-t-+--+---+-+-+-+--+--+---,t-+-+--+--+-1-+-;a..---+-+-io--+-+--+--+-h>-i>-_ +--+--+-+-w +-+--+----i-+<o+--+--+-t-+io+-+-+-t--+"'-. ...+--+---,-+--l",..._4-+-t-+--+.:c!::::..::+-+-+-+---+,;!::::..2-+---,t-+-+----+,,,__,st-+-1-+-+--, 7 -~ ~ ~ ~ ~ ~ ~ - -s 00 0 ..,. ---s ' "G" STREET L 10 I I ""' 11 . \. I .. /. > ·a V "'1 J 12 BALBOA BLVD. 1V 0 "' 13 "' 0 + "' 1-----1181-------.-j N "' "' 0 "' -a, 0 "' 14 --- SCALE: HORZ.: 1 "=20' VERT.: 1"=2' 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-5152 <jl m j ~ > 'P 0 0 D i I en C -------------------------------------------------------------------"" BALBOA BL VD. & CHANNEL RD. PAVEMENT RECONSTRUCTION ~ ~i~\ESStoJ'. ! .§' FRANK :.r,, ~ BALBOA BLVD. ~ ,__ "' SEN !OR CIVIL EI\G I NEER ~ '-"> THAN TRAN -R.C.E. NO. 63670 STA 9+83.70 -STA 14+15.00 ° ,,,'t 9/18/13 AS-BUILT FTT REVIEWED: ~ No, 62845 :::; DATE _,.I!'~ SCALE 1" = 20' .';' "EJ,P;.D_%7i'"''14 ""' a.;,....;,.;;~~;.~~~~;;l----------------------1 ~>6. GRADING DETAIL: ~0~1~~~~ DESIGNED Fn DRAWN FTT CITY OF NEWPORT BEACH R-6030-S 'f" _________________________________ s_c_AL_E_: _r_· _=_2_0_· __________________________________________ 0 ____ 2_0 ____ 4_0 ____ 6_0_N_o_. __ D_A_TE ___ D_E_s_c_R_1P_T_1o_N_oF_R_E_v_1s_1o_N_s __ A_P_PR_o_v_rn __________ cH_Ec_K_rn __ A_T_0A_T_f2_;_12_;_20_1_2 __ P_u_s_u_c_w_o_R_K_s_o_E_P_A_R_T_M_E_N_T_ .. s_H_E_ET_3_0_F_1_1 .. ! ,µ : o._ I 0 N r--+ LI) r--+ (0 n CONSTRUCTION NOTES CD PROTECT IN PLACE 0 REMOVE EXIST. AND CONSTRUCT 8-INCH THICK PCC STREET PAVEMENT OVER COMPACTED SAND PER CNB STD-109-L, AND TYPICAL SECTION ON SHEET 2 0 REMOVE EXIST. AND RECONSTRUCT TYPE "B" PCC CURB PER CNB STD-182-L ® ADJUST MANHOLE TO GRADE PER CNB STD-111-L ® REMOVE EXIST. AND CONSTRUCT 4-INCH THICK PCC SIDEWALK PER CNB STD-180-L (j) REMOVE AND REPLACE WITH NEW WATER VALVE FRAME AND COVER TO GRADE PER CNB STD-511-L .,. "" "d-.----..----..----~I ' C.0 I"--<0 t---(0 r....'. t0 r--: ~ I"'--_--t-... , C I~ r ;:_, I'"') + I"") 1----ti-~f-+--+t-+---t-t-.-t"+-r-+-+-·+++-+--+--+--+----,f-t--+--+--+-f-+--+--+---t-t-+--+--+----,f-t--+--+--+-t-+--+---+----,-t-+--+--+--+--+----,-t--+--+--+-f-+-'--+-+---t-t--P-=+---+----,-t--t-'!:::=t-"--t-f-+--+-""ll-' -+--+--+-":iit-'--t -----,-t-' r-..: 00 " -( .15 ~ r-; co r-..: @ REMOVE EXIST. AND CONSTRUCT PCC CURB ACCESS RAMP PER CNB STD-181-L-A, CASE "D", UNLESS NOTICE OTHERWISE ON PLAN L .... • -7 ::::i .) ::( 2: - 0 0 0 N j: "' LI) - +..., ..,. r-- a'.) a'.) • . ' u h-w t--' n +~ ..,. r-- + . ..,. r-- "' co C: .!:: r:.: a'.) ' r-- ~ (0 r-- r--. + r-- "' co 0 Q + ~ "' r-- r--a'.l 15 "' •• r--± "' "' a'.) -------------<4>--------------< 0 C. f3 "' LI) ,-..: + r--·- a'.) r-- "' r-- 0 r--+ (0 0 . ., r-- ,n' r-- 16 LI) ...: iN ..,. + (0 OJ c., "' ,-..: LI) <O N .1 • U, Ua ..,. \ \ (0 r--- "' ii:i '2 I (0 ' (0 r--- "' r-- C' RI I -r-, r-1"' /r-1 C' RI I -.-, r-r-Ir-, OJ 0 :g ;:I-r-- ..,. ...: .-I RO . F RO ILE @ IGI T / -I XIS ', F RO ILE @ IGI T I I r--,..., + (0 oN + (0 P/ L P/ L 0 09 "' r-- 17 BALBOA BLVD. I ..,. N ,..., .. (0 a'.) ,..., 0 "' ~ "' 0 ~ (0 r--r-- --: r-- >--' g (/) -::. "' r--N "' a'.) ,..., ,..., n % 0 a:;; "' ,..., 00 r--- I-f------- - - t "' ,..., r--r--r-- ., r-- (0 ,..., a'.) r-- -;;:- "' ,-..: 18 + r--a'.l STREET CL INT. (0 ,..., N o, " "' a'.) r-- "' 17+70.83, BALBOA BLVD. =10+00.00, "I" STREET .11 % o._ - r--,..., 0 0, (0 ,..., LI) "' " LI) a'.) r-- "' ,-..: 0.( 8% ------ "' ,..., r--,..., ~ (0 a'.) r-- -. n V • n u • 19 SCALE: @ SAWCUT, REMOVE EXIST. AND INSTALL RAISED TRUNCATED DOMES INTO EXISTING CURB ACCESS RAMP PER APPLICABLE PORTION OF CNB STD-181-L (A-D) @ REMOVE EXIST. AND CONSTRUCT PCC CURB ACCESS RAMP PER CNB STD-181-L-B, CASE "J" MODIFIED PER DETAIL ON SHEET 2 @ REMOVE EXIST. BRICK AND/OR CONCRETE IN PARKWAY AND BACKFILL WITH 6-IN DEEP TOP SOIL @ REMOVE EXIST. SIGN, STORE, AND RE-INSTALL AS DIRECTED BY ENGINEER IN THE FIELD @ VARIABLE DEPTH IMPORTED SAND AS NEEDED @ INSTALL STAMPED AND COLORED CONCRETE CROSSWALK PER DETAIL ON SHEET 2 @ PRUNE TREE ROOT AND INSTALL ROOT BARRIER @ INSTALL 12"X12" SEEP DRAIN AND GRATE INLET PER DETAIL ON SHEET 2 @ REMOVE TREE HORZ.: 1 "=20' VERT.: 1''=2' 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-5152 E Q. "' <jl m j ~ > 'l' 0 0 D i I en C ----------------------------------------------------------------olcn SCALE 1" = 20' BALBOA BL VD, & CHANNEL RD. PAVEMENT RECONSTRUCTION ~ ~i~\ ESSto,f. g .§' FRANK :,,., ~ BALBOA BLVD. % ,__ "" SENIOR CIVIL EI\GINEER ~ "> THAN TRAN -R.C.E. NO. 63670 STA 14+15.00 -STA 18+75.00 ° ~ No. 62845 :::; DATE ...-1!'~ .';" • EJ,P;.D_%7i'"'114 ""' -~::,~c1v1-:'~,1 1-D;..Es.;.18.;;NE;;D;;F;;n~0R;;Aw;;N~F;;TT~-C-ITY--O-F_N_E_W_P_O_RT_B_E_A_C_H __ R ___ 6_0_3_0 ___ S---l'E .,,'t 9/18/13 AS-BUILT FTT REVIEWED: o 20 40 50 ~or c~1.\'i.Y ~ ------------------------------------------------------------------------------------------N_o_. __ o_AT_E ___ D_Es_c_R_1P_T_1o_N_oF_R_E_v1_s1_o_Ns ___ AP_P_Ro_v_rn _________ c_HE-CK_rn __ A_T_0 A_Tf_2 .. 11_2 .. 12_0_12 __ P_u_B_u_c_w_o_R_Ks_o_E_PA_R_T_M_E_N_T_ .. s_H_E_ET_4_0_F_1_1_~ I / } L ,-, n -. n u "' r--!Q CX) r--: n -u "' "' . . . -r--"' ~ <D CX) r-- > u > ' \ , 0 0 ci 00 + 00 - A A A . . . 0 0 ,:;; "' r--: - "' r--: 0 "' ' "' "' r--- A A . . 0 r--~"' "' r--- 19 ALLEY 213 0 r-- A A A . . . . - "' "' N '° "' r--: - "' r--: N "' ' <D "' r--- A A . . "' 0.16% ,1 % LO "' ::i: "' "' r--- "' r-- LO r--::i: <D "' r--- ..,. A A A A A . . . .16 • . . . l>------<'18'>----+-l "' 0 r-- . . . '" r--"' + <D "' - "' r--: i'---+r-- A "' r--: • V r--"' +" . . ~ ::. r-- C . . . . . . . . - 6 -----._,,,./ CL I 0 ..,. -r--+ ,- 0 -:;:;- "' r--: . . . CL I ON 0 CX) 6 20 <D • <D -;; ' r-- ' N -+ r-- -.09 ~ A A A A A A A . . . V • r-- r--- N CXJ + r-- . . . ;;, <D ~"' 0 r--N "' "' + <D CX) A A . . "' . +r-- N I---- A A A • V • . "' r--<D 6 r-..: N ID (!) -~ CX) "' r--r--<D T' 0 . '- l CL \ I 6 .. ' / >--t-----<18>------<I 5 ro + : r:: r-- ..,. oo ~ <D cs r-- 0 <D + <D N , "' 0 ro - "' ..,. "' "' N~ -r--: N NN ~ "' cs r-- // '; "' CX) +-I I N I I -.... .-.... r-1 ~ I r--r ,,....,...,, r-1 9, co ~o +r--- r--: / I I JI• r.._ _. ~L '/ 't.JI .JI. r ... _. ~L /'o "' <D '/ T -r--N /I -:;:;- "' r--: I ........ I ti i. 1 % + : ::::; r-- ..,. -· -r--: N ..., ro "' r--: 0 0 -0 N ,._: N -0.2 % 0 0 r-- +~ N ,-._ ..,. 0 oq N r-- N "' r--: r-- ro 0: "' "' ..,. "' N <D 0:: u- (/) °' -I 40 0 ID (!) 0 "' "' - 0 <O N N ro - "' CX) +r-- N .... ' -• _J CX) r--. +r-- N r-- 1,2 % +"'! "' <D + "' 0 ON "' r--: N [ ,:24 0.16% 23 "' NO CX) ,,.: NO +N N "' N <D "' r--: N ..,. , ...: - - 0 0 . >--------<18'>-+------ ..., 0 "' 0 0 ~ ci o, N SCALE: HORZ.: 1 "=20' VERT.: 1"=2' CONSTRUCTION NOTES CD PROTECT IN PLACE 0 REMOVE EXIST. AND CONSTRUCT 8-INCH THICK PCC STREET PAVEMENT OVER COMPACTED SAND PER CNB STD-109-L, AND TYPICAL SECTION ON SHEET 2 0 REMOVE EXIST. AND CONSTRUCT 8-INCH THICK PCC ALLEY APPROACH OVER COMPACTED SAND PER APPLICABLE PORTION OF CNB STD-142-L, TYPE "A" 0 REMOVE EXIST. AND RECONSTRUCT TYPE "B" PCC CURB PER CNB STD-182-L ® ADJUST MANHOLE TO GRADE PER CNB STD-111-L ® REMOVE EXIST. AND CONSTRUCT 4-INCH THICK PCC SIDEWALK PER CNB STD-180-L (j) REMOVE AND REPLACE WITH NEW WATER VALVE FRAME AND COVER TO GRADE PER CNB STD-511-L @ REMOVE AND REPLACE WITH NEW ELECTRICAL PULLBOX TO GRADE PER CNB STD-204-L @ SAWCUT, REMOVE EXIST. AND INSTALL RAISED TRUNCATED DOMES INTO EXISTING CURB ACCESS RAMP PER APPLICABLE PORTION OF CNB STD-181-L (A-D) @ REMOVE EXIST. AND CONSTRUCT PCC CURB ACCESS RAMP PER CNB STD-181-L-B, CASE "J" MODIFIED PER DETAIL ON SHEET 2 @ REMOVE EXIST. BRICK AND/OR CONCRETE IN PARKWAY AND BACKFILL WITH 6-IN DEEP TOP SOIL @ REMOVE EXIST. AND RECONSTRUCT CATCH BASIN TOP SLAB PER APPLICABLE PORTION OF CNB-305-L AND DETAIL ON SHEET 2 @ REMOVE EXIST. AND RECONSTRUCT LOCAL DEPRESSION PER APPLICABLE PORTION OF CNB STD-304-L @ REMOVE EXIST. SIGN, STORE, AND RE-INSTALL AS DIRECTED BY ENGINEER IN THE FIELD @ VARIABLE DEPTH IMPORTED SAND AS NEEDED @ PRUNE TREE ROOT AND INSTALL ROOT BARRIER (29)_ INSTALL 12"X12" SEEP DRAIN AND GRATE INLET PER DETAIL ON SHEET 2 (@ REMOVE TREE) SMOOTH TROWEL 8" WIDE FLOWLINE 21+31.25 ECR 7.75 TC 7.25 FL "K" STREET GRADING DETAIL SCALE 1" = 10' _/ 0.38% SMOOTH TROWEL 8" WIDE FLOWLINE ALLEY 214 10'R 22+ 71.15 BCR 7.27 TC 6.77 FL 21+55.25 BCR (7.62 TC) 7.16 FL ALLEY APPROACH GRADING DETAIL SCALE 1" = 10' 0:: u CD 0:: u CD "' "' ----7'----i ..---u_J..----_J ..----I-LL I"') LL r--r-- -+ "' N >---------------------------------------------<41---------------------------------------,f--------------------------t + r---r----+ o N Nr---. NCO Nr---CONID 0.16% ALLEY 213 GRADING DETAIL SCALE 1" = 10' BALBOA BLVD. BALBOA BLVD. CL DATA N 89'08'35" W SCALE 1" = 20' REF. DWG: D-5070-S LOCAL DEPRESSION DETAIL SCALE 1" = 4' 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-5152 <jl m j ~ > 'P 0 0 D i I en C -------------------------------------------------------------------"" & 9/18/13 AS-BUil T IFIIT REVIEWED: BALBOA BLVD, & CHANNEL RD. PAVEMENT RECONSTRUCTION ~ ~i~\ESStoJ'. ! .§' FRANK .,,, ~ BALBOA BLVD. ~ ,__ "" SEN !OR CIVIL El<K: I NEER ~ "> THANTRAN -R.C,E, NO, 63670 STA 18+75.00-STA23+25.00 ° ~ No, 62845 :::; DATE .,-I!'~ .';' • EJ,P;.D_%7i'"'114 ""' -~C/VI~~ 1-D;..ES.;.IG.;;NE;;D;;F;;TT~DR;;AW;;N~F;;TT~-C-ITY--O-F_N_E_W_P_O_RT_B_E_A_C_H __ R ___ 6_0_3_0 ___ S ..... 'E ________________________________________________________________________________ 0 ____ 2_0 ____ 4_0 ____ 6_0_N_o_. __ D_A_TE ___ D_E_s_c_R_1P_T_1o_N_oF_R_E_v_1s_1o_N_s __ A_P_PR_o_v_rn ____ ,_0r_c~_'-\_,~ ____ cH-Ec_K_rn __ A_T_0A_T_f2_;_12_;_20_1_2 __ P_u_s_u_c_w_o_R_K_s_o_E_P_A_R_T_M_E_N_T_ .. s_H_E_ET_5_0_F_1_1 .. ! n U") n N 0 u T -. n u "' <O co NO +"' 1 31% a. I ~ 0:, 0 . U") <O "' N a. I O'l <O ON U") ' - • .;, N r------ U") r--0:, .CC -: "' <O en co g +" . ~ O'l r-- 0 CO +- N z U") (/1 U") N !f (",,I LO ~-"" en ~ r-,.. I N "; ... N ,= ... <C N BPX :UL VEF T r---f=rr-. + 1rn --:.. ...... ,r-" I -. ,± . N " ... co "' .• ,,o - V "' 0 0, .161r. a. oO -· . + r-- N u _J a, u. N U"l " ... 0 r-- <.O _p 5% - ... ... 1-. ,-..,: "' U") r--r-- T C "' r-- r--"' :::: S2 +"' ... ,-.: N "' 24 ~ co N JOIN EXIST. #\ 7.54 FS 7.54 FSJ \ ,_ _____ 30, JOIN EXIST. 7.65 FS / (7.65 FSJ > '/ O~-~-"n ·•·•·•· .. ~.11 1..;,.. v· •••• "c\Jf ll)· t N ....... "" 0.45% ALLEY 215 GRADING DETAIL SCALE 1" = 10' ...... ·~°' ·.-.-.-.·.·.· . ~ . . ••••• ~ 23+92.50 · · · · · · · (7.23 TC) ............. · · · · · . I 6.79 FL ... <.O - r:-... ... ,-.: N o: 0% 0 ,-.: I .L o 0 a, (0 si:; Wo • N + N r--o N U") N + N r--"' N +,_. N 0 + "' U") r-- 25N J, r-- 25 ,ii N (0 U") ~· 0:, -~ I"') + r~ ~ r-,..'. I.(") r-,.. U") N U") 0:, "' N O'l "' r--N o: 7% I ,66: (0 N 0 "? "' U") ,-.: N a, (0 0 U") "" <O + ~ 0 U") ,-.: BALBOA r--co + <O N o. 0% + co <O r--.. " co a, U") 0:, " . +" ·-N O'l , '-PF OP. PROFII E QD LI FT EP FL '-D 1ST. PR OFII E Q» LI FT EP FL U") 8 U") \\ \. l"t UI". re "' ,L + co <.O .. ~ 0 -cci • E, 1ST. FS @ ~L "RC FIL U") ,-.. N 0 I' ':+ N i 0 J, r--.: <.O CO N N ' ~ -.::-0 U") co 0 a:i cci ~ .._. \ -rn Jr. ... , K ,n t.t 0 rl -t.X ,1. ' , K ,n t.t ·rl 26 BLVD. - U") 0:, +- N 0 N 0 r-- cci ~ + ! <.O co n h no -· + ' <.O 0:, U") r--U") T •, ~ CX) U") ,-.. N <O cci N 0 r---'-U") r--co N co ON + <O N oo - "" co 0 r--+ <O N- 27 I .b, o BALBOA BLVD. CL DA TA N 89'08"35" W SCALE 1" = 20' - a, (0 U") r--N ~ U") ~ <.O " co U") - + co r--cci N 0:, co ~ REF. DWG: D-5070-S - ' - ' 28 SCALE: CONSTRUCTION NOTES CD PROTECT IN PLACE 0 REMOVE EXIST. AND CONSTRUCT 8-INCH THICK PCC STREET PAVEMENT OVER COMPACTED SAND PER CNB STD-109-L, AND TYPICAL SECTION ON SHEET 2 0 REMOVE EXIST. AND CONSTRUCT 8-INCH THICK PCC ALLEY APPROACH OVER COMPACTED SAND PER APPLICABLE PORTION OF CNB STD-142-L, TYPE "A" 0 REMOVE EXIST. AND RECONSTRUCT TYPE "B" PCC CURB PER CNB STD-182-L ® ADJUST MANHOLE TO GRADE PER CNB STD-111-L ® REMOVE EXIST. AND CONSTRUCT 4-INCH THICK PCC SIDEWALK PER CNB STD-180-L (j) REMOVE AND REPLACE WITH NEW WATER VALVE FRAME AND COVER TD GRADE PER CNB STD-511-L ® REMOVE AND REPLACE WITH NEW WATER METER BOX TO GRADE PER CNB STD-502-L @ REMOVE AND REPLACE WITH NEW ELECTRICAL PULLBOX TO GRADE PER CNB STD-204-L @ SAWCUT, REMOVE EXIST. AND INSTALL RAISED TRUNCATED DOMES INTO EXISTING CURB ACCESS RAMP PER APPLICABLE PORTION OF CNB STD-181-L (A-D) @ REMOVE EXIST. BRICK AND/OR CONCRETE IN PARKWAY AND BACKFILL WITH 6-IN DEEP TOP SOIL @ REMOVE EXIST. AND RECONSTRUCT CATCH BASIN TOP SLAB PER APPLICABLE PORTION OF CNB-305-L AND DETAIL ON SHEET 2 @ REMOVE EXIST. SIGN, STORE, AND RE-INSTALL AS DIRECTED BY ENGINEER IN THE FIELD @ VARIABLE DEPTH IMPORTED SAND AS NEEDED @ PRUNE TREE ROOT AND INSTALL ROOT BARRIER @ INSTALL 12"X12" SEEP DRAIN AND GRATE INLET PER DETAIL ON SHEET 2 HORZ.: 1 "=20' VERT.: 1"=2' 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-5152 <jl m j " > 'P 0 0 D i I ~ C ----------------------------------------------------------------o1~ & 9/18/13 AS-BUILT FTT REVIEWED: BALBOA BLVD, & CHANNEL RD. PAVEMENT RECONSTRUCTION ~ ~i~\ESStoJ'. ! .§' FRANK :,,., ~ BALBOA BLVD. " ..._ "" SENIOR CIVIL EI\GINEER ~ "'> THAN TRAN -R.C.E. NO. 63670 STA 23+25.00 -STA 27+75.00 ° ~ No. 62845 :::; DATE _..I!'~ .';' • EJ,P;.Dfi'"'114 ""' -~C/VI~~ 1-D;..ES.;.IG.;;NE;;D;;F;;TT~DR;;AW;;N~F;;TT~-C-ITY--O-F_N_E_W_P_O_RT_B_E_A_C_H __ R ___ 6_0_3_0 ___ S ..... "E ________________________________________________________________________________ 0 ____ 2_0 ____ 4_0 ____ 6_0_N_o_. __ o_A_TE ___ D_E_s_c_R_IP_T_Io_N_oF_R_E_v_Is_Io_N_s __ A_P_PR_o_v_rn ____ ,_0 r_c~_1.\_,~ ____ cH-Ec_K_rn __ A_T_0A_T_f2_;_12_;_20_1_2 __ P_u_s_u_c_w_o_R_K_s_o_E_P_A_R_T_M_E_N_r_ .. s_H_E_ET_6_0_F_1_1 .. ! "' • n C., I ._. l{) f'-- N --' r--- n N V n n V • V • U") ~ <D r--- cx:, ~ + r---r---• - a:i ~ N cx:, cx:, ~ S1 cx:, + '"'"' r---cx:, 0 en cx:, U") U") T • !::-cx:, cx:, cx:, ~N r---c,; N 0 en C .67 ~ 0 en r---,..., +- N '-" U") 0 en 0. 8% N to 0,..., cx:, N 0 en 0 ,..., 0 (0 co en N LO -' r 72 0: U") +,..., cx:, en "' + en N .... N v + <D er, j ' 0 U") <D ' •. ~ en U") en ,..., cx:, I .57 • w + en cx:, .. en c,; U") + r----N c:i 1,3 .7o "' u 0.. :r: o en 0 (0 T 2' ,..., I.J, n '/o "' c., + v, en ~ U") en 1---00 r,r- 2 ,. RO R GH C RB :r: en 0 . +°' N (0 cx:, c:i 9' U") ,. c:i : .o, r - "1 cx:, +"'< er, er, --: 0 u'i 0 _,_ (0 en en N ,..., 0 + r---cr, er, . 29 29 88, 8( 1G , .... r .,,., ....... , ,.,.,_.,. .. 0 J I ' 0 31' 0,..., ": 0 er, 0 N- en "' c., en c,; N U") '+ r--- N ~ cx:, ,..., r---(0 er, en N ..,_ cx:, 0 0 S1 o en ,..., ' o-,, + (0 ,..., .2(% .2 % U") N U"l .... -' N ..-, + <D ,..., 0 U") 0 6 m U") cx:, + U") ,..., ..,_ -' -EXI T. S • I L I RO ILE U") 0 ,..., \ \_PR P. "R1 FIL @ RI HT EP FL \_ X T """ F" "' RI HT i:-o ',:-1 28 29 N 2165492.4916 30 STREET CL INT. E 6063929.2873 STREET CL INT. 27+58•72, BALBOA BLVD. 29+29.88, BC 29+81.22, BALBOA BLVD./CHANNEL ROAD ' +,..., 0 "' "' ,..., ,..., U") '2 + en ,..., C ~ cx:, (0 cx:, =17+42.61, ALLEY 210 I BALBOA BLVD t-----------------14 • =15+78.14, ALLEY 209 BALBOA CL DATA "' c., -0,..., 9m ,;:; 8 r--- 31 ,..., T • ,:;: er, 0 ., (/) --: . 0 "' r---LO ,..., er, U") r--- + -• ,..., ' .... -,..., r - ,;:; en . ' - i------1 4 1--0---1 I I ~ o I CoJ '~9) I ~0.._ o"'~ / N X O O O .,,-..., I.O O LO 0::::-25 ~ <O <Ow r--..r--..N 0-J r--: a c..,j _ 0.J f'I") a CJ cv w z. • . . . . . . . . . . . •• 7 ••. -. . . . .•.•.•.• .. • . . . . . . . . .·.·.·.·.·.·.·.·.·, ·.·.·.·.·.·.·.·.·.·.·.·.·.·.·... . . . . . . . . ~~· • ........ '."' .. '-. . ..~""'. ,; .. • I "" V ' .. j .(;\5... . ..... A.J:. . .. , • ::~ ~ ... ,..._ W ·N········· ..... ····#l •• • •••• ·N· .ml'-"('.... . .. 1.·c ..... ,._]. ... •I ••·.-~-·······\..:!..F·· ..... . .. ~ • _ ··'-,::.:::, -· · • · • ••• •••• •• •. • · •. • · · • ,,~: • • • · · • ··,·~• <·> • < • • <~r> · · •. • · • • ... ~ 2 . ·~ ... ~.,,. \ . • • ~·;" < ~~-••• •••••• • ••••••• ••• .,., . . . . . ... ,:=·"'::::=··re.=·-:::-.•:.:. :'.:';:1.r,_:_:-"':'-'-.:...~~-· · · •• ·• ·• · • .• · · · · · • • • • ~ I-· ~~:;~ ~:c: . .;,. SA°'f\ JUf I ' IN •• ,-:':': .. : ... ;:;:~;:•::i:::>:•:"'1•:•:•i :.;i .:~>:•;1:-:•:•: ~I.'. •. :h • • • • • • • • J7 --· ..... . . ·' ~ l=l. =0=;;::~>F·· '.='·.·.=•: ='""'··• 4--4• ( ~~ I, "'~ £.?~::::::: ;::::::::::~::::;:;:;:::::::::::::::::iEU:f:::::_:T:/~:::::::; ~~--\,1--f-+--',-• ""'~:~-+ ·oe ----:c:ft-.k-~t-ALII "" ~-:~""~~~. ~(§_Ji· *Q i . . . . . . . . . . . . . . . . . . ,, . . . /;f ~ ~~ t; ~ ~~ ~ T 9 "° U) ~ --1--\ ? ~ ~t~" ~ I "'~ ;!; "'~~ 13 if;.~~ -S,qi,,~~ • •••••• • •• ••• • !f ,..., I ..-:, 0 I O C?I-LL ::::i--1)' 15•--::: ~l-1.J.... I ~O>r---LC)m N (",,j~wl CD '-(,I) •••••••• "' r-r:i..-:,r---• I _ I covv N N ~:;31.() •••• ••• :::=ta~ +~0> Cl (1 I"--:~ co+z 08.-. I -........_ · · · · -....J /,~ ~~ ~;; ctot--: ~dd ~~ gj~-----i ~g~1 ~:~ I "' c r :._. • ;r: i;j ALLEY 210 -------<4 .,,.;:::.e SEVILLE AVE. ~~CLINT. 18 J-------I '-4./ I ,:l;ci": I 1"---~ ;' --_ _,__ ,2 BALBOA CL DATA, 28+76.31, BALBOA BLVD. ALLEY 209 18 ,,,-en l:I t Jr< ii/ / ~ ~ N 89'08"35" W =10+00.00, SEVILLE AVE. I ::E "' ~ STREET CL INT. I I I :';:l BALBOA BLVD. / CHANNEL ROAD 30+88.62, CHANNEL ROAD "M" STREET gf1n =20+24.77, "M" STREET ~ ~~r---+o~ ;;;~ 32 SCALE: CONSTRUCTION NOTES CD PROTECT IN PLACE 0 REMOVE EXIST. AND CONSTRUCT 8-INCH THICK PCC STREET PAVEMENT OVER COMPACTED SAND PER CNB STD-109-L, AND TYPICAL SECTION ON SHEET 2 0 REMOVE EXIST. AND RECONSTRUCT TYPE "B" PCC CURB PER CNB STD-182-L ® ADJUST MANHOLE TO GRADE PER CNB STD-111-L ® REMOVE EXIST. AND CONSTRUCT 4-INCH THICK PCC SIDEWALK PER CNB STD-180-L (j) REMOVE AND REPLACE WITH NEW WATER VALVE FRAME AND COVER TO GRADE PER CNB STD-511-L ® REMOVE AND REPLACE WITH NEW WATER METER BOX TO GRADE PER CNB STD-502-L ® UTILITY BOX TO BE ADJUSTED TO GRADE BY OTHERS @ REMOVE EXIST. AND CONSTRUCT 6-INCH THICK DRIVEWAY APPROACH PER APPLICABLE PORTION OF CNB STD-162-L @ REMOVE EXIST. BRICK AND/OR CONCRETE IN PARKWAY AND BACKFILL WITH 6-IN DEEP TOP SOIL @ REMOVE EXIST. SIGN, STORE, AND RE-INSTALL AS DIRECTED BY ENGINEER IN THE FIELD @ REMOVE AND REPLACE WITH NEW SEWER CLEANOUT FRAME AND COVER TO GRADE PER CNB STD-406-L @ VARIABLE DEPTH IMPORTED SAND AS NEEDED @ PRUNE TREE ROOT AND INSTALL ROOT BARRIER @ INSTALL 12"X12" SEEP DRAIN AND GRATE INLET PER DETAIL ON SHEET 2 HORZ.: 1 "=20' VERT.: 1"=2' 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-5152 ,jl m j ~ > 'l' 0 0 D i I en C ----------------------------------------------------------------olcn BALBOA BL VD. & CHANNEL RD. PAVEMENT RECONSTRUCTION ~ ~i~\ ESSto,f. g $' FRANK 4<' ~ BALBOA BLVD/ CHANNEL RD % ..._ "" SENIOR CIVIL E/\GINEER ~ "> THAN TRAN -R.C.E. NO. 63670 STA 27+25.00 -STA 31 +50 ° ~ No, 62845 :::; DATE ...-1!'~ .';' • EJ,P;.Dfi'"'114 ""' -~::,~c1v1-:'~.,1 1-D;..Es.;.IG.;;NE;;D;;F;;n~0R;;Aw;;N~F;;TT~-C-ITY--O-F_N_E_W_P_O_RT_B_E_A_C_H __ R ___ 6_0_3_0 ___ S---l"E o 20 40 60 ~or c~1.\'i.Y ~ ------------------------------------------------------------------------------------------N_o_. __ □_AT_E ___ D_Es_c_R_1P_T_1o_N_oF_R_E_v1_s1_o_Ns ___ AP_P_Ro_v_rn _________ c_HE-CK_rn __ A_T_0 A_Tf_2 .. 11_2 .. 12_0_12 __ P_u_s_u_c_w_o_R_Ks_o_E_PA_R_T_M_E_N_r_ .. s_H_E_E1_7_0_F_1_1_~ SCALE 1" = 20' ,.,'t 9/18/13 AS-BUILT FTT REVIEWED: "' r-- ,1 n + ..---- 0 V r<1 n V n V n n n V ... r<1 0 "' !{! ;;::; C7> -"' r<1 -.2 % "' , . ~ 0 oi C7> N C7> ~ -C7> r<1 "' "' \ CD .. 0 r<1 0 0 "' 0 r<1 .... 32 l.7 % "' N a:, N a:i r<1 N r--+ - r<1 "' + .. , N oi a:, r<1 0 ,n N a:, a:, "' -+ 0 +"" N C7> .... r<1 ::::, ,__ __ ---< 4 I-----< CD r<1 a:, -::::, + "' N .. , "' +N -r<1 0 + °" r<1 a:, 8 r-- 0 oo r<1 "' r<1 r<1 0 C7> 33 J.2 % "' "' N ,n T -. ".2 a:, N -.t-+ "' "' + <O r<1 a:i ~ + -: ".2 a:, CD "' 0 r--<O <O r--"' + <O a:i + °" r<1 a:, . , ' \ \ □-+ <O N r-- _,_ "' ... a:, r<1 0. 61 "' a:i LpR(P. DR(FIL @LET IP/ L ~ XI T. 'R1 FIL @ LE T P / L 0 +ii5 ... .,.; "' C7> C7> a:, \ \ iii 8 in C7> _,_ 0 r<1 C7> r<1 C7> "' r--"..) r<1 "' r<1 "' \ \ "' \'-PRJP. FS @ 'L \I\ t.li. :i I. ~ v:::t ,L 0 0 r-- .... a:i r<1 a:i ~ RO ILE '" ILi "' N - -n, .. \.._ XI T. 'RI FIL @ RI HT EP 34 • I . ~ 6' --...... --1 o· ---,..-6' - LO" 0 LO "'. l;;'U;-:-J ;::--1 . ....:.I "". u· i1£t u.... u.... _ r--, LL _J • 00 I-....J • "f'< V . OC) U,. (7> U:, + om • OC> + r--o, + V ~~ V • V V ·"-':. V O·LO . n_ cnro cri • ~i....: .,. ·cn'""cxr--:- BOAT ACCESS RAMP DETAIL SCALE 1" = 10' - ... a:i r<1 "' a:i "' 0 + r-- "' a:i ~ 0 - + °" .... a:, C7> ' "' CD "' a:i "' a:i "' "' <O +-... a:i ~ "' + a:, .... --' , .... a:, .J I' ,10 ,. ' • SCALE 1" cri ' + 0 ..,_ , 0., I 20' (l_ _J a:i ~ o,::_ 0 .t, r<1 ~ r--r-- 35 "',....,__ ""':~~ a:, "' ... "' + o,n ..... f"'i~ a !s -r---·• = 20' N r-- _,_ "' "' a:, r<1 CD "' 0, 3~ a:, "' a:, N <O 't -"' a:i ~ "' tr-- 0 a:, ,n N + <O 0 0 a:i ~ a:, r-- +oo "' a:i , ro I~ 41-------~ 29 5 4 - a:i ~ "' r--... -,: "" "' a:, ro + a:, "' a:, "' a:, ,/., 0 0 r<1 CD ~ r--r-- 00 0 C7> ~ "' + , <Q a:, "' r - r r - r • r • SCALE: CONSTRUCTION NOTES CD PROTECT IN PLACE 0 REMOVE EXIST. AND CONSTRUCT 8-INCH THICK PCC STREET PAVEMENT OVER COMPACTED SAND PER CNB STD-109-L, AND TYPICAL SECTION ON SHEET 2 0 REMOVE EXIST. AND RECONSTRUCT TYPE "B" PCC CURB PER CNB STD-182-L ® ADJUST MANHOLE TO GRADE PER CNB STD-111-L ® REMOVE EXIST. AND CONSTRUCT 4-INCH THICK PCC SIDEWALK PER CNB STD-180-L (j) REMOVE AND REPLACE WITH NEW WATER VALVE FRAME AND COVER TO GRADE PER CNB STD-511-L ® REMOVE AND REPLACE WITH NEW WATER METER BOX TO GRADE PER CNB STD-502-L ® UTILITY BOX TO BE ADJUSTED TO GRADE BY OTHERS @ REMOVE EXIST. AND CONSTRUCT 6-INCH THICK DRIVEWAY APPROACH PER APPLICABLE PORTION OF CNB STD-162-L @ REMOVE EXIST. AND CONSTRUCT PCC CURB ACCESS RAMP PER CNB STD-181-L-A, CASE "D", UNLESS NOTICE OTHERWISE ON PLAN @ REMOVE EXIST. BRICK AND/OR CONCRETE IN PARKWAY AND BACKFILL WITH 6-IN DEEP TOP SOIL @ REMOVE EXIST. AND CONSTRUCT 6-IN THICK PCC BOAT ACCESS RAMP PER DETAIL ON SHEET 8 @ REMOVE EXIST. SIGN, STORE, AND RE-INSTALL AS DIRECTED BY ENGINEER IN THE FIELD @ REMOVE AND REPLACE WITH NEW SEWER CLEANOUT FRAME AND COVER TO GRADE PER CNB STD-406-L @ VARIABLE DEPTH IMPORTED SAND AS NEEDED @ INSTALL STAMPED AND COLORED CONCRETE CROSSWALK PER DETAIL ON SHEET 2 @ PRUNE TREE ROOT AND INSTALL ROOT BARRIER @ INSTALL 12"X12" SEEP DRAIN AND GRATE INLET PER DETAIL ON SHEET 2 HORZ.: 1 "=20' VERT.: 1"=2' 36 STA 36+00.00 BEG CL CROWN 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-5152 ,jl m j ~ > 'l' 0 0 D i I en C ----------------------------------------------------------------"'"" BALBOA BL VD. & CHANNEL RD. PAVEMENT RECONSTRUCTION ~ ~i~\ ESSto,f. g .§' FRANK :.r., ~ CHANNEL ROAD % ,__ "" SENIOR CIVIL EI\GINEER ~ "> THAN TRAN -R.C.E. NO. 63670 STA 31+50.00 -STA 36+00.00 ° ~ No. 62845 :::; DATE ,.,.I!'~ .';" • EJ,P;.D_%7i'"''14 ""' - ~::,~c1v1-:'~.,1 1-D;..Es.;.IG.;;NE;;D;;F;;n~0R;;Aw;;N~F;;TT~-C-ITY--O-F_N_E_W_P_O_RT_B_E_A_C_H __ R ___ 6_0_3_0 ___ S---l'E .,,'t 9/18/13 AS-BUILT FTT REVIEWED: o 20 40 50 ~or c~1,\'\Y ~ ------------------------------------------------------------------------------------------N_o_. __ D_AT_E ___ D_Es_c_R_1P_T_1o_N_oF_R_E_v1_s1_o_Ns ___ AP_P_Ro_v_rn _________ c_HE-CK_rn __ A_r_0 A_Tf_2 .. 11_2 .. 12_0_12 __ P_u_B_u_c_w_o_R_Ks_o_E_PA_R_T_M_E_N_T_ .. s_H_E_ET_a_0_F_1_1_~ . ' . 0 + r--- "' co LI) ~ "' 00 + "' "' 0 0) "" '° '0 <D 0, "' "' '-' ~ O'l b LI) N ") "' T -. ~ co STREET CL INT. 36+48. 72, BALBOA BL VD. =13+95.79, GRANADA AVE. STA 36+00.00 BEG CL CROWN +"'! <D 00 . LI) N + ;:,; 0 LI) r--- ' . <D 00 "' 1' 0 "' LI) r---0 + -: <O 00 -::-- 0 "' r---00 +- "' LI) r---Q <D "' "' 0 "' ' "' : co N N (D 0 . + ro "' "' '-' "' "" ON 0 r'--"' r---"' "' 0 "' 37 LI) NO r---O'l "' LI) 0 ,..: +N .: "' '-" "' -'-0 r---Ol "' 0 Ol r---O'l "' 0 0 "' +"' r---"' . LI) N + 0 "' ~ CX) -'-0 r---"' "' + "' r---"' -"' r---LI) +- "' .12 ~ ~ LI) CHANNEL ROAD CL DATA ON +- 0 00 0 00 +-.< "' 38 N 14'08'13" W, L = 900.77' .16 ~ \\ N <D +- ~ co LI) N '<t "' <D "' = 0 "' 0 ~ ...-N LI) 00 00 "' "' 0 "' 00 "' ~ 00 \ . '-" __, I • LI) 6 "' 0 :j:N "' ,..: ,. , LI) "' r<l r<c Lt <91 ccr c •r XIS RO ILE @ EF E• /F 00 c,; "' ~ ,., .... ' ,,_ .... ~ ........ ' ,,_ "' "' c3 00 - 00 "' "' ~ 00 0 <O ' LI) mm "' LI) "' _J > I>:: \ ~PROF. PROFLE ~ FIGHT E'/F" ~ E IS P OF LE 11 IGH E' /F" --(29126) -+ 00 - 39 STREET CL INT. 39+21.03, BALBOA BLVD. =22+26.20, SEVILLE AVE. - ---~"'+ ~ ~EXIST. CONCRETE SLURRY ALONG THE CURB '-'i ....... ·-.. CHANNEL ROAD '-' O'l "' . "' N o, Ol "' + ' Ol Ol l.J..! ::ri _J > ~ en □ 0 0 LI) r--- LI) ...-+ <D n a• LI) r---N r---"' r----+ r--- 0 fis N CO +- LI) r---r--- 00 "' 0 "' "' "' "' "' SCALE 1'' = 20' 20 40 0 0 <O 0 . + r--- ...- 0 O,.::! 0 "' ...- -:;::, LI) "' 40 .20'1: STREET CL INT. (D - LI) ,ii ...- LI) r---N ,..: N r----'-LI) !;f Ol -:;::, LI) "' 40+31.08, BALBOA BLVD. =18+34.41, ALLEY 205-8 .3 +-: 0 "' N 00 "' ~ N ~ <D +"' 0 r---"' + <O ...- LI) r---<O c;> "' r---00 r . -= - r---00 + <D ...- ' - - -. SCALE: CONSTRUCTION NOTES CD PROTECT IN PLACE 0 REMOVE EXIST. AND CONSTRUCT 8-INCH THICK PCC STREET PAVEMENT OVER COMPACTED SAND PER CNB STD-109-L, AND TYPICAL SECTION ON SHEET 2 0 REMOVE EXIST. AND CONSTRUCT 8-INCH THICK PCC ALLEY APPROACH OVER COMPACTED SAND PER APPLICABLE PORTION OF CNB STD-142-L, TYPE "A" 0 REMOVE EXIST. AND RECONSTRUCT TYPE "B" PCC CURB PER CNB STD-182-L ® ADJUST MANHOLE TO GRADE PER CNB STD-111-L ® REMOVE EXIST. AND CONSTRUCT 4-INCH THICK PCC SIDEWALK PER CNB STD-180-L (j) REMOVE AND REPLACE WITH NEW WATER VALVE FRAME AND COVER TO GRADE PER CNB STD-511-L ® REMOVE AND REPLACE WITH NEW WATER METER BOX TO GRADE PER CNB STD-502-L ® UTILITY BOX TO BE ADJUSTED TO GRADE BY OTHERS @ REMOVE EXIST. AND CONSTRUCT CROSS GUTTER PER APPLICABLE PORTION OF CNB STD-185-L @ REMOVE AND REPLACE WITH NEW ELECTRICAL PULLBOX TO GRADE PER CNB STD-204-L @ REMOVIE EXIST. AND CONSTRUCT PCC CURB ACCESS RAMP PER CNB STD-181-L -B, CASE "H", UNLESS NOTICE OTHERWISE ON PLAN @) SAWCUT, REMOVE EXIST. AND INSTALL RAISED TRUNCATED DOMES INTO EXISTING CURB ACCESS RAMP PER APPLICABLE PORTION OF CNB STD-181-L (A-D) @ REMOVIE EXIST. BRICK AND/OR CONCRETE IN PARKWAY AND BACKFILL WITH 6-IN DEEP TOP SOIL @ VARIABLE DEPTH IMPORTED SAND AS NEEDED @ REMOVIE EXIST. DRAIN, SALVAGE GRATE @ INSTALL STAMPED AND COLORED CONCRETE CROSSWALK PER DETAIL ON SHEET 2 @ PRUNE TREE ROOT AND INSTALL ROOT BARRIER @ INSTALL 12"X12" SEEP DRAIN AND GRATE INLET PER DETAIL ON SHEET 2 HORZ.: 1"=20' VERT.: 1''=2' ---r-< 41 SMOOTH TROWIEL is·:°' ;::''J\ . .-_.··_.-_.·.-_.-·_.-· . .- nni . . 0.20% .• · • • . · .. 0,2Q% .• · • .• . -· ·-.. . . -. -• -~.. . . . . . : ·:-~-.. . . • .£_ ,, ,, .. c.. -~: • • - • • ~ ,.-,,:rr.~ J5i~ • EXIST. !~ • ' ~~ EXIST. "' (9.35 FS) }/i I I 11?: (9.41 FL) CHANNEL ROAD/ SEVILLE AVE. GRADING DETAIL: SCALE: 1" = 20' 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 far its accuracy, nor far errors or omissions which may have been incorporated into these plans as a result. C-5152 'P j ~ > 'I' " 0 .0 i i "' C ~ ., ., C .... -""'--~"""------------"l"'---'l""-------------------."""---------------------1"' BALBOA BLVD. & CHANNEL RD. PAVEMENT RECONSTRUCTION t:i ! ~ SE~l(~\C11b~ ~i~~EER STA 36+00.00 -STA 40+ 75.00 j ffi 9/18/13 AS-BUILT FTT REVIEWED: CHANNEL ROAD . ~DA_,T;;_E,;;;~~~~~~~~-------------~.,....,.....,...,....,-~i DESIGNED FTT DRAWN FTT CITY OF NEWPORT BEACH R-6030-S E ., 60 NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED -3 AT DATf2;12/2012 PUBLIC WORKS DEPARTMENT SHEET 9 OF 11 ------------------------------------------------------------------------------------------------------------------------------------------------------------------------c..: • • V n V n V •n ,v n V n V r---"' + co .... "' r---co :, S' "' r---co + co .... ~ co U, J4~ 0 + r--- 0~ _o .... - "' -· ~ "' r--- 41 <D <D N N "' r---+ u-, -"' - "' co "' co 0 "' co -, . :.: "' 0 ~ "' d ~ co 0 "' co ;1: "' .... (9,98 FS) l·\1 1 I "' "' ";-o d en N + ' _o . "' N d L JU. "' 0 IY u w 0 .... +::: .... - 0 "' N 0 -~ 42 CHANNEL ROAD/ MIRAMAR DRIVE GRADING DETAIL: SCALE: 1" = 20' "' +N ,.;, . .... - co N "' 0 N cc, NO .... - .... 0 "' -+ -. NO ...- 0 "' ON + ' NO "' ,lj "' ::.: "' N-.... - ~ "' '., d ~ 0 d STREET CL INT. r---<O +-' ~.,.... "' -r---"' N~ .... - -;::-- .... d 42+45.87, CHANNEL ROAD =38+46.53, ALLEY 202-D 0 "'co + r---no .... - Oo 9 "' ,., 0 .... - (Il "' ;;;-'.\ d \ 0 r---9 d ,., .... 9, N Q co +- "' N o, ... "' "' .... - d \ ' CD "' r; I~ ·- N co -· rn ";+ r": 0 ..... ,-v .,..-+ 0.4 % V \ N r--- 0 (Il "' "' " "' ,..; "! -!2 u. 11 ._ I ._, ._ q <D "' d 0 ·- + "-: 0 .... co r--- " IL.. "" "" I I L..I L.. _,., I. ·~· IL. ... nn ,I LI I... 43 al "' -0 r---• +~ :.,, ~ "' -. -- "' -+ . "' 0 ro .... 'i' 0 .... -.... - . 3'1% m 10 0 co + . .... 0 "' ' -' 44 ·., •. • .• I -:{ SAWCUT & JOIN EXIST." • OCEAN BLVD. CD "' en N N_ .... .... CD "' N "' ~ + := .... "' -- "' d -~ STREET CL INT. + ., .... -. ;;,, "' .... +- co 0 co "' -'<;j-d - "' d 44+04.47, CHANNEL ROAD =39+22.08, OCEAN BLVD. 4 10LF CHANNEL RD., 44+10.15 67 R BCR, JOIN EXIST. -, -::t - 1.36 .... '+ N -.... - - "' "' ON 0 "' "' -.... - + ' "' - .... - 45 N-+ co -- N +- .... - CD "' 0 r---"' "' -.... CD ~ 0 r--- ~o "' "' .... - -"' SCALE: "' n .... ~ 1.±,...: fl! ON ,n .... .... - r---- HORZ.: 1 "=20' VERT.: 1"=2' ALLEY 201-D 13 12 1 1 13 12 1 1 13 12 1 1 CONSTRUCTION NOTES CD PROTECT IN PLACE 0 REMOVE EXIST. AND CONSTRUCT 8-INCH THICK PCC STREET PAVEMENT OVER COMPACTED SAND PER CNB STD-109-L, AND TYPICAL SECTION ON SHEET 2 0 REMOVE EXIST. AND CONSTRUCT 8-INCH THICK PCC ALLEY APPROACH OVER COMPACTED SAND PER APPLICABLE PORTION OF CNB STD-142-L, TYPE "A" 0 REMOVE EXIST. AND RECONSTRUCT TYPE "B" PCC CURB PER CNB STD-182-L ® ADJUST MANHOLE TO GRADE PER CNB STD-111-L ® REMOVE EXIST. AND CONSTRUCT 4-INCH THICK PCC SIDEWALK PER CNB STD-180-L (j) REMOVE AND REPLACE WITH NEW WATER VALVE FRAME AND COVER TO GRADE PER CNB STD-511-L ® REMOVE AND REPLACE WITH NEW WATER METER BOX TO GRADE PER CNB STD-502-L ® UTILITY BOX TO BE ADJUSTED TO GRADE BY OTHERS @ REMOVE EXIST. AND CONSTRUCT 6-INCH THICK DRIVEWAY APPROACH PER APPLICABLE PORTION OF CNB STD-162-L ® REMOVE EXIST. AND CONSTRUCT CROSS GUTTER PER APPLICABLE PORTION OF CNB STD-185-L @ REMOVE AND REPLACE WITH NEW ELECTRICAL PULLBOX TO GRADE PER CNB STD-204-L @ REMOVE EXIST. AND CONSTRUCT PCC CURB ACCESS RAMP PER CNB STD-181-L-B, CASE "H", UNLESS NOTICE OTHER'MSE ON PLAN @ SAWCUT, REMOVE EXIST. AND INSTALL RAISED TRUNCATED DOMES INTO EXISTING CURB ACCESS RAMP PER APPLICABLE PORTION OF CNB STD-181-L (A-D) @ REMOVE EXIST. BRICK AND/OR CONCRETE IN PARKWAY AND BACKFILL 'MTH 6-IN DEEP TOP SOIL @ REMOVE AND REPLACE WITH NEW SEWER CLIEANOUT FRAME AND COVER TO GRADE PER CNB STD-406-L @ REMOVE AND REPLACE WITH NEW SEWER MAIN TERMINAL CLEANOUT FRAME AND COVER TO GRADE PER CNB STD-400-L @ VARIABLE DEPTH IMPORTED SAND AS NEEDED @ INSTALL STAMPED AND COLORED CONCRETE CROSSWALK PER DETAIL ON SHEET 2 @ PRUNE TREE ROOT AND INSTALL ROOT BARRIER @ INSTALL 12"X12" SEEP DRAIN AND GRATE INLET PER DETAIL ON SHEET 2 RECORD DRAWINGS <jl m j ~ > 'P '-s-----'--,------;'~·~-'---~-'---'-! ..• ~. _____ ___,·, ....c..e....J I. 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. 0 0 D i . .. o.20r,. 1--,-----•~.----,........: . I··· ·o.20%\· • ,• ··-,,----=----:-1---•·-•• .• ~ IY u w ~ 0 (/) O_JlL • LL -"' r----0 +o . I C-5152 \ ------------~! . . _.._ , .. · · ~ & 9/18/13 AS-BUILT FTT REVIEWED: BALBOA BLVD, & CHANNEL RD. PAVEMENT RECONSTRUCTION ~ • ,,'P)~ • ~ ~,~¾~ ; ,r: ~~ ~◊ ~i~\ESSio".,,,, ~ CHANNEL ROAD ! .... ·----~-~ :/ /< '-"> THAN TRAN -R.C,E, NO, 63670 STA 40+75.00 -STA 45+74.50 ° ~V§l.~.-.·· .••. •• '0' t· • • .. • ' .. •· .. •11..:•.· .. :r·;· D' :::"! FRANK •~ SENIOR CIVIL EI\GINEER ~ __..16.5'-.-,.-22'---llc.\·'.· ~ No, 62845 :::; DATE -i CHANNEL ROAD/ OCE~N BLVD_,;·RADING DETAIL: SCALE , .. = 20' -~o;~~w 1-D;..ES..;,IG.;NE;;D;;F;;T;;T ;;;D;;RA;;WN~;;FT;;T~-C-ITY_O_F_N_E_W-PO_R_T_B_E_A_C_H __ R_-6_0_3_0 ___ s .... i ____________________________________________________ sc_A_LE_:_1_·_=_2_0_· ____________________ 0 ____ 2_0 ____ 40 ____ 6_0_N_o_. __ D_AT_E ___ D_Es_c_R_1P_T_1o_N_oF_R_E_v1_s1_o_Ns ___ AP_P_Ro_v_rn _________ c_HE-cK_rn __ A_T_0A_Tf_2_;1_2_;2_0_12 __ P_u_s_u_c_w_o_R_Ks_o_E_PA_R_T_M_E_N_T_.,s_H_E_ET_1_D°_F_1_1_! STRIPING PLAN 11 11 R-6030-S C-5152C-5152 RECORD DRAWINGS THAN TRAN FRANK " "' N "' N "' N "G" ST. "J" ST. I 20' 0 -"" " ' " \ II . T~-1 12" WHITE 39' I 0 w L !! • I " "G" ST. I j_ I BEG DETAIL 1 r- sl ll __ !! u CD I 0 -. STOP " EC BC "' <0 - " a SEVILLE AVE. '"' . a \ g \ -& " Ii u w5, 2149 31 "H" ST. "I" ST. l _J_,_ J. L t. j I- l l ~20' 20' □ 0 +-r--. ~ @ ~ 0 " . dOlS § ie ;oo - " ' s ~ ~ ,,. '"'" 15 16 17 18 ~-+-------+-~-+-------+-~-+-------+-~ +-------+---+-----~-- "K" ST. 20' "' f2 ''° " • • !! ~ -EC 8' N N BC "L" ST. BALBOA BLVD. ~ 0 ~ 429 ~29 33 + 43 ___ / l I "M" ST. PIER --rli ~ -~4 12" 'M--IITE ~-32+34 ° 30' " --- -" \ " " a CHANNEL ROAD 7' u 1' CD MIRAMAR DR. 5J' - I ----fl I ----,. " 7 60 60 4" YEtLOW 7 ~ u 40LF I CD • "' ,:,.j ...J j'.': w 0 0 4" YELLOW z w END PROJECCT OCEAN I "I" ST. BELVUE LN. 155 44 45 0, +--I u J w 1 ' \QI-"' STOP ''"' 31 I .!._____ I ~ , I I , -------, BLVD. l SEVILLE AVE. STRIPING GENERAL NOTES 1. ALL STRIPING DETAILS, MARKINGS, MARKERS, ETC, SHALL BE PER STATE OF CALIFORNIA DEPT. OF TRANSPORTATION STANDARD PLANS, 2010 EDITION. 2. TEMPORARY TRAFFIC STRIPING AND MARKINGS SHALL BE PAINT APPLIED IN ONE COAT AND AS SOON AS POSSIBLE, WlllHIN 24-HOURS AFTER THE PAVEMENT HAS BEEN POURED. 3. ALL FINAL STRIPING SHALL BE "SPRAYABLE REFLECTORIZED llHERMOPLASTIC" APPLIED AT MINIMUM THICKNESS OF 0.25 MM. STOP BARS SHALL BE APPLIED AT A MINIMUM THICKNESS OF 0.90 MM. ALL STOP BARS SHALL BE 12" WHITE UNLESS NOTED OTHERWISE. THE FINAL STRIPING SHALL NOT BE APPLIED UNTIL THE PAVING HAS BEEN IN PLACE FOR AT LEAST 15 DAYS. 4. THE FIRE HYDRANT PAVEMENT MARKERS SHALL BE LOCATED PER CNB SllD-902-L. 5. ALL REFLECTIVE PAVEMENT MARKERS SHALL HAVE GLASS REFLECTIVE FACES. NON-REFLECTIVE PAVEMENT MARKERS SHALL BE CERAMIC. 6. THIS PLAN IS ACCURATE FOR STRIPING ONLY. CONSTRUCTION NOTES CD PROTECT IN PLACE ® INSTALL 12" WHITE THERMOPLASTIC STRIPING AND "STOP" PAVEMENT MARKINGS PER CAL TRANS STANDARD PLAN A24D ® INSTALL 4-IN YELLOW THERMOPLASTIC STRIPING PER CAL TRANS STANDARD PLAN A20A, DETAIL 1 @ INSTALL 4-IN DOUBLE YELLOW llHERMOPLASTIC STRIPING PER CALTRANS STANDARD PLAN A20A, DETAIL 22 ® INSTALL 8" WHITE THERMOPLASTIC STRIPING @ INSTALL TYPE I 10' ARROW PAVEMENT MARKING PER CALTRANS STAND PLAN A24A @ INSTALL PAVEMENT MARKING AS SHOWN LEGEND: ........ RED CURB FIRE HYDRANT 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 accuracy1 nor for errors or omissions which may have been incorporated into these plans as a result. L ~ C ---------------------------------------------------------"""'"' CHANNEL ROAD ~~ -~ SCALE 1" = 40' 0 40 80 120 REVIEWED: BALBOA BLVD. & CHANNEL RD. PAVEMENT RECONSTRUCTION t.5 8 § " CITY TRAFFIC ENGii'EER ~ R.C.E. NO. 45521 c .. □;_A_;TE;..;;_;;;.;;;;;;.;;;.;;;;,;;.;;;;;;;;.;;;;;;.;;;;;;.;;;;a... __________________ _.f DESIGNED FTT DRAWN FTT CITY OF NEWPORT BEACH ~ 1--------1 V CHECKED TB □ATr2;14/2012 pusuc woRKs DEPARTMENT SHEET OF , -------------------------------------------------------------------------------------------------------------------------------------------------------..;: