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HomeMy WebLinkAboutR_5912_SCITY OF COSTA MESA 0 PROJECT LOCATION JOHN WAYNE .> AIRPORT if ~" ~&, "'o.f> CITY OF IRVINE ~ VICINITY MAP NOT TO SCALE SYMBOL ABBREVIATIONS (IN ADDITION TO GREENBOOK SECTION 1-3.2) ~ STREET LIGHT AB AGGREGATE BASE -0-POWER POLE AV AIR RELIEF VALVE ACP ASBESTOS CEMENT PIPE (:-GUY WIRE AC ASPHALT CONCRETE liE!l TRAFFIC PULL BOX BC BEGIN CURVE BCR BEGIN CURB RETURN ~ CABLE TV PULL BOX BVC BEGIN VERTICAL CURVE ll!] PULL BOX CATV CABLE TV [8:1 CF CURB FACE GAS VALVE Cl CAST IRON ~ GAS METER It CENTERLINE CNB CITY OF NEWPORT BEACH ~ TELIEPHONE PEDESTAL CL. CLASS s PAVEMENT CORING CUR. CLEAR ® C&G CURB AND GUTTER TREE E EAST /ELECTRIC * PALM TREE EC END CURVE ---u-SIGN ECR END CURB RETURN EVC END VERTICAL CURVE (D TELIEPHONE MANHOLE EXIST. EXISTING FLG. FLANGED = WALL FE FLANGED END -=-=-RETAINING WALL FL FLOW LINE -x-CHAIN LINK FENCE FM FORCE MAIN G GAS @ WATER VALVE GV GATE VALVE [iii] WATER METER GB GRADE BREAK GE GROOVED END IXXI FIRE HYDRANT ICV IRRIGAllON CONTROL VALVE ® WATER MANHOLIE LT. LEFT MAX. MAXIMUM ~ IRRIGATION CONTROL VALVE MJ MECHANICAL JOINT 8) MANHOLIE MIN. MINIMUM ® NG NATURAL GROUND SEWER MANHOLE N NORTH @ STORM DRAIN MANHOLIE NTS NOT TO SCALE NO. NUMBER l'ffl'l CATCH BASIN OG ORIGINAL GROUND ~ GRATE DRAIN PE PLAIN END * VAULT VENT PROP. PROPOSED PB PULL BOX 0 sco SANITARY SEWER CLIEANOUT R RADIUS PROPERTY LINE RCP REINFORCED CONCRETE PIPE -----RET. RETAINING NEW CONSTRUCTION RT. RIGHT ---It---CENTERLINE R/W RIGHT-OF-WAY SCH. SCHEDULE -----S----SEWER LINE s SEWER ----w-----WATER LINE sco SEWER CLEAN OUT SMH SEWER MANHOLE --G---GAS LINE SHT. SHEET --E--ELIECTRICAL LINE STA. STATION SW SIDEWALK -T--TELIEPHONE LINE s SOUTH ----CATV-CABLEVISION LINE SCE SOUTHERN CALIFORNIA EDISON SQ. SQUARE SP--SPRINKLER SYSTEM STL. STEEL T TELIEPHONE w WEST/WATER W/ WITH WM WATER METER LEGEND ™ DIG-OUTS I: : .. : 'J CONCRETE PAVEMENT ~ . PUBLIC WORKS DEPARTMENT SUPERIOR AVENUE REHABILITATION FROM WEST COAST HIGHWAY TO NORTH CITY LIMIT STPL-5151 (023) C-3869 APPROVED: ___________________ _ DATE: ______ _ PUBLIC WORKS DIRECTOR R.C.E. NO. 36106 D LOCATION MAP NOT TO SCALE C "' < :z < C 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. GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSllRUCllED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSllRUCllON", 2003 EDITION AND SUPPLEMENTS TO DATE, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONllRACTS SPECIAL PROVISIONS. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVAllON IN THE FIELD PRIOR TO BEGINNING CONSllRUCTION. 3. ALL EXPOSED CONCREllE 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, SCO, 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 UNLESS NOTED OTHERWISE. 7. ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OF llHE ENGINEER. FAILURE TO DO SO WILL PLACE RESPONSIBILITY ON THE CONTRACTOR FOR CORRECTION. 8. ANY WORK NOT INDICAllED ON THE DRAWINGS BUT CALLED FOR IN THE SPECIFICATIONS, OR VICE-VERSA, SHALL BE FURNISHED AND PERFORMED AS THOUGH SPECIFICALLY INDICAllED AND CALLED FOR IN BOllH. ANY WORK NOT INSTALLED ACCORDING TO DRAWINGS AND SPECIFICATIONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. CONSTRUCTION NOTES 0 PROTECT IN PLACE ® COLD MILL EXISTING PAVEMENT 2.5" DEEP 0 CONSllRUCT 2.5" THICK ARHM SURFACE COURSE OVER VARIABLE llHICKNESS AC LEVELING COURSE WHERE NEEDED. 0 REMOVE AC PAVEMENT AND BASE AND PLACE 4" FULL DEPllH AC (DIG-OUT) PER DETAIL "A" ON SHEET 2. ® REMOVE AND REPLACE WlllH NEW VALVE BOX AND COVER TO GRADE PER CNB STD-511-L ® ADJUST MANHOLE FRAME AND COVER TO GRADE PER CNB STD-111-L (j) (NOT USED) ® REMOVE AND REPLACE WlllH NEW SURVEY MONUMENT FRAME AND COVER TO GRADE PER CNB STD-116-L. THE SURVEY MARKER SHALL BE PROTECTED IN PLACE. ® ADJUST VAULT TO GRADE (BY OllHERS) @ ADJUST MANHOLE FRAME AND COVER TO GRADE (BY OTHERS) @ REMOVE AND REPLACE WlllH NEW VALVE BOX AND COVER TO GRADE PER MCWD STD 14A @ REMOVE AND REPLACE WlllH CITY SUPPLIED MANHOLE FRAME AND COVER TO GRADE PER CNB-111-L @ REMOVE AND RECONSllRUCT TYPE A CURB AND GUTTER PER CNB-182-L @ REMOVE AND RECONSllRUCT PARTIAL CROSS GUTTER PER CNB STD-185-L @ REMOVE AND RECONSllRUCT CURB ACCESS RAMP PER CNB STD-181-L @ REMOVE AND REPLACE TRAFFIC SIGNAL DETECTOR LOOP @ REMOVE AND REPLACE WlllH NEW PULL BOX TO GRADE PER CNB STD-204-L @ REMOVE AND RECONSllRUCT PARTIAL DRIVEWAY APPROACH PER CNB STD-160-L-A @ REMOVE AND RECONSllRUCT DRIVEWAY APPROACH PER CNB STD-160-L-A @ REMOVE AND RECONSllRUCT RAISED CONCRETE ISLAND PER DETAIL "A" ON SHEET 5 @ CONSllRUCT TYPE B CURB (6" CF) PER CNB STD-182-L @ RELOCATE CROSSWALK PUSH BUTTON @ REMOVE AND RECONSllRUCT 6" THICK PCC PAVEMENT @ REMOVE AND RECONSllRUCT SIDEWALK PER CNB-180-L @ REMOVE AND RECONSllRUCT DRIVEWAY APPROACH PER CNB STD-161-L SHEET INDEX TITLE SHEET 2 TYPICAL SECTIONS AND DETAILS 3 PLAN SHEET 4 PLAN SHEET 5 PLAN SHEET 6 STRIPING PLAN 7 STRIPING PLAN 8 STRIPING PLAN 0 'O 0 "" 0 L E a. LO 0 ~ 0, ;o 'O ;; :, [Il "' <( ff) N '" LO ~ C: 0 :;:; 0 :!:'. :0 0 .c " "' ~ <( L 0 ·c: " a. :, ff) V) N '" LO ~ ~ w w le: ';!, 0, C: ·c: " " C: '6, C: C-3869 1 t-----------------------,----------------------------,----------------------------~------------------~---------~--------l----------------------------------=-.:....::....::_.:..__J o <( EMERGENCY TELEPHONE NUMBERS APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: REVIEWED: CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG BASIS OF BEARINGS: THE BEARINGS ARE BASED UPON THE BEARING BETWEEN OCS HORIZONTAL CONllROL STAllON GPS NO. 6257 AND STATION GPS NO. 6263 BEING NORTH 45'37' 45" EAST PER RECORDS ON FILE IN THE OFFICE OF THE ORANGE COUNTY SURVERYOR. BENCHMARK: BENCH HELD: NB5-11-70 NAVD88 74.777 FT SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY AT&T TELEPHONE COMPANY CITY OF NEWPORT BEACH UTILITIES DEPARTMENT MESA CONSOLIDATED WATER DISTRICT TIME WARNER CABLIE COX COMMUNICATIONS DAY (800) 427-2200 (800) 611-1911 (800) 332-1321 (949) 644-3011 (714) 631-1291 (714) 542-6222 (949) 546-4100 611 (949) 644-3717 MARK HARMON STEVE MYRTER, RCE 51056 GENERAL SERVICES DIRECTOR UTILITIES DIRECTOR DATE: _______ DATE: ______ _ TONY BRINE, RCE 45521 CITY TRAFFIC ENGINEER DATE: ______ _ TITLE SHEET SUPERIOR AVENUE REHABILITATION ~ 'O " L 0 .c ~ MICHAEL J. SINACORI, RCE 46214 ID ASSISTANT CITY ENGINEER [L f-----~-----+------------------------------1 / DESIGNED: AT DRAWN: AT CITY OF NEWPORT BEACH R-5912-S i CHECKED: DATE: PUBLIC WORKS DEPARTMENT SHEET 1 OF 8 ? ~--------------------~-------------------------'--------------------------_L_ ________ _[_ ________ _j_ _________ L_ _______ _j_ __ --'M"-"J~SL___,1~0/c.:3~0/eO'..c7L_ ___________________ _L_ __ _:_ _ _::____J e,: R/W 1 o· I F----1 ---- C&G 1 -------------------- R/W 10' l --------! C&G 1 R/W 8'-10' l -------- 1 54'-72' 54' 44'-62' 44' Q'-8' 8' VARIES ----------------------VARIES --------------------------EXISTING PAVEMENT ---------- 1 C&G TYPICAL SECTION NOT TO SCALE FROM STA. 11 +50 TO STA. 16+ 70 50'-54' 40'-44' EXISTING PAVEMENT TYPICAL SECTION NOT TO SCALE FROM STA. 16+ 70 TO STA. 22+02 50' 40'-42' 2 3 2 3 VARIES ----- 52'-54' 42'-44' 50'-52' 40'-42' VARIES --------- -----------------~ --------------~ ------------------------------- EXISTING PAVEMENT 1 CURB, SEE NOTE 1 1 CURB, SEE NOTE 1 TYPICAL SECTION NOT TO SCALE FROM STA. 22+02 TO STA. 51+15 NOTE 1: EXISTING MEDIAN C&G FROM STA. 22+02 TO STA. 22+52 R/W 30' 40' VARIES VARIES ---- 50' ---------------- -========-------1--------=========--------- EXISTING PAVEMENT TYPICAL SECTION NOT TO SCALE FROM STA. 51+15 TO STA 54+15 NOTE 1: EXISTING CURB FROM STA. 51+50 TO STA. 52+46 R/W 10' ____ j ---- 1 C&G R/W 10' ----=1 ----I 1 C&G R/W 8'-10' ____ j ---- 1 C&G R/W 10' ____ j ---- 1 C&G ------------! 2.5" COLD MILL ___________ 4" AC (DIG-OUT) EXISTING AC PAVEMENT EXISTING BASE DETAIL "A" -DIG-OUTS NOT TO SCALE R/W 50' 8' 42' I I --(2 3) I VARIES --l ------! ------------------------------- C&G 1 EXISTING PAVEMENT I CONSTRUCTION NOTES CD PROTECT IN PLACE ® COLD MILL EXISTING PAVEMENT 2.5" DEEP 0 CONSTRUCT 2.5" THICK ARHM SURFACE COURSE OVER VARIABLE THICKNESS AC LEVELING COURSE WHERE NEEDED. 0 REMOVE AC PAVEMENT AND BASE AND PLACE 4" FULL DEPTH AC (DIG-OUT) PER DETAIL "A" ON SHEET 2. ® REMOVE AND REPLACE WITH NEW VALVE BOX AND COVER TO GRADE PER CNB STD-511-L ® ADJUST MANHOLE FRAME AND COVER TO GRADE PER CNB STD-111-L 0 (NOT USED) ® REMOVE AND REPLACE WITH NEW SURVEY MONUMENT FRAME AND COVER TO GRADE PER CNB STD-116-L. THE SURVEY MARKER SHALL BE PROTECTED IN PLACE. ® ADJUST VAULT TO GRADE (BY OTHERS) @ ADJUST MANHOLE FRAME AND COVER TO GRADE (BY OTHERS) @ REMOVE AND REPLACE WITH NEW VALVE BOX AND COVER TO GRADE PER MCWD STD 14A @ REMOVE AND REPLACE WITH CITY SUPPLIED MANHOLE FRAME AND COVER TO GRADE PER CNB-111-L @ REMOVE AND RECONSTRUCT TYPE A CURB AND GUTTER PER CNB-182-L @ REMOVE AND RECONSTRUCT PARTIAL CROSS GUTTER PER CNB STD-185-L @ REMOVE AND RECONSTRUCT CURB ACCESS RAMP PER CNB STD-181-L @ REMOVE AND REPLACE TRAFFIC SIGNAL DETECTOR LOOP @ REMOVE AND REPLACE WITH NEW PULL BOX TO GRADE PER CNB STD-204-L @ REMOVE AND RECONSTRUCT PARTIAL DRIVEWAY APPROACH PER CNB STD-160-L-A @ REMOVE AND RECONSTRUCT DRIVEWAY APPROACH PER CNB STD-160-L-A @ REMOVE AND RECONSTRUCT RAISED CONCRETE ISLAND PER DETAIL "A" ON SHEET 5 @ CONSTRUCT TYPE B CURB (6" CF) PER CNB STD-182-L @ RELOCATE CROSSWALK PUSH BUTTON @ REMOVE AND RECONSTRUCT 6" THICK PCC PAVEMENT @ REMOVE AND RECONSTRUCT SIDEWALK PER CNB-180-L @ REMOVE AND RECONSTRUCT DRIVEWAY APPROACH PER CNB STD-161-L R/W 50' 40' 10' I I (2 l 3 -~ 0. VARIES -----j -----!----=================== ! 1 C&G C " C -"' 0 L E (l_ <D 0 .;i: c,, ;< " ~ :, (I] TYPICAL SECTION fl) < (/) N a, I{) NOT TO SCALE FROM STA. 54+15 TO STA. 58+10 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: 0 :;:; C ='= .0 C .c " "' !'; < L 0 ·.:: " (l_ :, (/) (/) N oi I{) ;';- ~ w w I:!: ';!, c,, C: ·.:: " " C: ·o, C: C-3869 1 ~-----------------------------------------------------------------------------1 0 < REVIEWED: TPYICAL SECTIONS AND DETAILS ;;- " " L C .c ~ MICHAEL J. SINACORI, RCE 46214 ai ASSISTANT CITY ENGINEER a_ f-----~-----+------------------------------1 / DESIGNED: AT DRAWN: SH CITY OF NEWPORT BEACH R-5912-S ~ >----------1 fl) NO DATE DESCRIPTION OF REVISIONS CHECKED: DATE: PUBLIC WORKS DEPARTMENT SHEET 2 OF 8 ? ~---------------------------------------------------------------------------~-· ~---~----------------------~--------~ ___ M_JS~ __ 1_0/~3_0~/0_7~--------------------~------~Cc R/W l ,,.... ..., ,,.... N. ~ __,. . __,. & NO PB AND LOOPS -fi--6-\f~-9-\-l CArv C.q MH MONUM rv--------- C.qrv C.qrv 1 CONSTRUCTION NOTES CD PROTECT IN PLACE ® COLD MILL EXISTING PAVEMENT 2.5" DEEP 0 CONSTRUCT 2.5" THICK ARHM SURFACE COURSE OVER VARIABLE THICKNESS AC LEVELING COURSE WHERE NEEDED. 0 REMOVE AC PAVEMENT AND BASE AND PLACE 4" FULL DEPTH AC (DIG-OUT) PER DETAIL "A" ON SHEET 2. ® REMOVE AND REPLACE WITH NEW VALVE BOX AND COVER TO GRADE PER CNB STD-511-L ® ADJUST MANHOLE FRAME AND COVER TO GRADE PER CNB STD-111-L 0 (NOT USED) ® REMOVE AND REPLACE WITH NEW SURVEY MONUMENT FRAME AND COVER TO GRADE PER CNB STD-116-L. THE SURVEY MARKER SHALL BE PROTECTED IN PLACE. ® ADJUST VAULT TO GRADE (BY OTHERS) @ ADJUST MANHOLE FRAME AND COVER TO GRADE (BY OTHERS) @ REMOVE AND REPLACE WITH NEW VALVE BOX AND COVER TO GRADE PER MCWD STD 14A @ REMOVE AND REPLACE WITH CITY SUPPLIED MANHOLE FRAME AND COVER TO GRADE PER CNB-111-L @ REMOVE AND RECONSTRUCT TYPE A CURB AND GUTTER PER CNB-182-L @ REMOVE AND RECONSTRUCT PARTIAL CROSS GUTTER PER CNB STD-185-L @ REMOVE AND RECONSTRUCT CURB ACCESS RAMP PER CNB STD-181-L @ REMOVE AND REPLACE TRAFFIC SIGNAL DETECTOR LOOP @ REMOVE AND REPLACE WITH NEW PULL BOX TO GRADE PER CNB STD-204-L @ REMOVE AND RECONSTRUCT PARTIAL DRIVEWAY APPROACH PER CNB STD-160-L-A @ REMOVE AND RECONSTRUCT DRIVEWAY APPROACH PER CNB STD-160-L-A @ REMOVE AND RECONSTRUCT RAISED CONCRETE ISLAND PER DETAIL "A" ON SHEET 5 @ CONSTRUCT TYPE B CURB (6" CF) PER CNB STD-182-L @ RELOCATE CROSSWALK PUSH BUTTON @ REMOVE AND RECONSTRUCT 6" THICK PCC PAVEMENT @ REMOVE AND RECONSTRUCT SIDEWALK PER CNB-180-L @ REMOVE AND RECONSTRUCT DRIVEWAY APPROACH PER CNB STD-161-L CONSTRUCTION CL a ""(J a -"' a L E 0. <D 0 .;i: . ·oa•, .....,~~ -...<'\. c,, ;< ""(J Iv CURVE DATA 0 R DELTA L T A 200.00' 37"10'53" 129.79' 67.27' B 400.00' 46'09'51" 322.29' 170.47' C 400.00' 55·14'04" 385.61' 209.27' 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 net responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. MH >-¢"1"9~::----!... ~ Iv ::----!._ rr=::::::::--::: r ::----:::.r r I Iv T T T T / / / / / / / / / 6 --.I 6"~~- -" / . _,,, / ,,_~ // --~ < ~ Iv ~ :, (I] fl) < (/) N a, I{) ;';- c: 0 :;:; a ='= .0 a .c " "' !'; < L 0 ·.:: " 0. :, (/) (/) N oi I{) ;';- ~ w w I:!: ';!, c,, C: ·.:: " " C: '6, C: C-3869 1 ~----------------------------------------------------------------------------1 0 < REVIEWED: PLAN SHEET SUPERIOR AVENUE ;;- ""(J " L a .c ~ MICHAEL J. SINACORI, RCE 46214 ai ASSISTANT CITY ENGINEER o. f-----~-----+-----------------------------1 / & 05-12-08 AS-BUILT DESIGNED: AT DRAWN: AT CITY OF NEWPORT BEACH R-5912-S ~ >---------1 fl) NO. DATE DESCRIPTION OF REVISIONS CHECKED: DATE: PUBLIC WORKS DEPARTMENT SHEET 3 OF 8 ? ~---------------------------------------------------------------------------~-~---~----------------------~--------~ ___ M_JS~ __ 1_0/~3_0~/0_7~--------------------~------~Cc s ~ ~ iN ~ -OC> '<I--N ~ ~ "' ~ 'w 'w R/W I ~l R/W s 'w ~ 'w =T "' .... -.. ' , • -·· ,_ -' (9_, "' :J ·-t,,I . , 0,, ' _ ·o~ I SUPERIOR ----·-S 16 (2)~ 'w 'w 'w T T T CONSTRUCTION CL CASE K 15 FLOWLINE f-15 CASE K .. , ... ' .... ~ ~, . • • , .. ----..;... ' . ...!:....:,. . ~ ·, i. I'_,·:. . , .. DETAIL "A" NOT TO SCALE 31+06.13 SUPE!RIOR /IVENUE = AVENUE ✓ SEE DETAIL "A" • AC PAVEMENT, MATCH EXIST. 7 , I .:. i GUTTER, j_ _ ~ DETAIL "B" NOT TO SCALE I I I s ~ iN ~ '<I-1::, ~ "' ~ 'w R/W EXIST . ---I -'w -- ' :s 0 FLOWLINE 0 LC) + 0 C') . s: ~o Cl) ...J UJ UJ z ID -UJ ...J UJ ICI) (.) ~ ~ CONSTRUCTION NOTES CD PROTECT IN PLACE ® COLD MILL EXISTING PAVEMENT 2.5" DEEP 0 CONSTRUCT 2.5" THICK ARHM SURFACE COURSE OVER VARIABLE THICKNESS AC LEVELING COURSE WHERE NEEDED. 0 REMOVE AC PAVEMENT AND BASE AND PLACE 4" FULL DEPTH AC (DIG-OUT) PER DETAIL "A" ON SHEET 2. ® REMOVE AND REPLACE WITH NEW VALVE BOX AND COVER TO GRADE PER CNB STD-511-L ® ADJUST MANHOLE FRAME AND COVER TO GRADE PER CNB STD-111-L 0 (NOT USED) ® REMOVE AND REPLACE WITH NEW SURVEY MONUMENT FRAME AND COVER TO GRADE PER CNB STD-116-L. THE SURVEY MARKER SHALL BE PROTECTED IN PLACE. ® ADJUST VAULT TO GRADE (BY OTHERS) @ ADJUST MANHOLE FRAME AND COVER TO GRADE (BY OTHERS) @ REMOVE AND REPLACE WITH NEW VALVE BOX AND COVER TO GRADE PER MCWD STD 14A @ REMOVE AND REPLACE WITH CITY SUPPLIED MANHOLE FRAME AND COVER TO GRADE PER CNB-111-L @ REMOVE AND RECONSTRUCT TYPE A CURB AND GUTTER PER CNB-182-L @ REMOVE AND RECONSTRUCT PARTIAL CROSS GUTTER PER CNB STD-185-L @ REMOVE AND RECONSTRUCT CURB ACCESS RAMP PER CNB STD-181-L @ REMOVE AND REPLACE TRAFFIC SIGNAL DETECTOR LOOP @ REMOVE AND REPLACE WITH NEW PULL BOX TO GRADE PER CNB STD-204-L @ REMOVE AND RECONSTRUCT PARTIAL DRIVEWAY APPROACH PER CNB STD-160-L-A @ REMOVE AND RECONSTRUCT DRIVEWAY APPROACH PER CNB STD-160-L-A @ REMOVE AND RECONSTRUCT RAISED CONCRETE ISLAND PER DETAIL "A" ON SHEET 5 @ CONSTRUCT TYPE B CURB (6" CF) PER CNB STD-182-L @ RELOCATE CROSSWALK PUSH BUTTON @ REMOVE AND RECONSTRUCT 6" THICK PCC PAVEMENT @ REMOVE AND RECONSTRUCT SIDEWALK PER CNB-180-L @ REMOVE AND RECONSTRUCT DRIVEWAY APPROACH PER CNB STD-161-L FLOWLINE C -□ C -"' 0 L E Q_ ..... 0 .;i: 11 D+DD.00 HOSPiTAL ~OAD I I I I ~ ~& SUPERIOR AVENUE a, ;< -□ I 15 CASE C 'w T T T PULL BOX T T ,1o·x2s· 4 T CONSTRUCTION CL 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 ~t 16 6"AC/7"AB...----- _0,/ -----',/ T-~~ -----,-' see°'"" ·c-__;--t -I II II T R/W s R/W ~ :, (I] "' <{ U1 N a, "' ;5- c 0 :;:; C ='= ..0 C .c " "' !'; <{ L 0 ·.:: " Q_ :, U1 en N oi "' ;5- ~ w w I:!: ';!, a, C ·.:: " " C ·o, C C-3869 1 ~----------------------------------------------------------------------------1 0 <{ REvlEWED: PLAN SHEET SUPERIOR AVENUE ;;- -□ " L C .c ~ MICHAEL J. SINACDRI, RCE 46214 ai ASSISTANT CITY ENGINEER o.. f-----~-----+-----------------------------1 / 05-12-08 AS-BUILT DESIGNED: AT DRAWN: AT CITY OF NEWPORT BEACH R-5912-S ~ >---------1 "' NO DATE DESCRIPTION OF REvlSIONS CHECKED: DATE: PUBLIC WORKS DEPARTMENT SHEET 4 OF 8 ? ~---------------------------------------------------------------------------~-· ~---~----------------------~--------~ ___ M_JS~ __ 1_0/~3_0~/0_7~--------------------~------~Cc I I I 0 LO + 00 'SI" 1,/ . UJ <( > T I-0 en a:i UJ <( z UJ 1,/ ...J UJ I en (.) ~ :::i: T...,.._--T R=1.5' R/W I I w £/VIV ~ 1,/ r®~ ~ ~ -T "' ... \J 50+00 41+12.72 SUPERIOR AVENUE = 10+00.00 PLACENTIA AVENUE ANGLE POINT R=1.5' ' ' w C.\TV . ' w \J =i;-=-~-G T T-- 11 -T T T CATV---CATV'--- 12) 1' f-:::, u 3: <( <J) R=1.5' DETAIL "A" NOT TO SCALE 4'x17'x4" DEEP VARIES u u 0.. ;,. 21 CATV--- , T c,2 oo 4' VARIES u u 0.. .... EXIST. AB PROP. AB SECTION A-A 1' f-:::, u 3: <( <J) ' EXIST. AC (TYP.) PROP. AC (TYP.) ~ ' SUPERIOR ' .. CATV --T 8" AC/13" AB 54+00 15 CASE H \,f, ¥ 1,/ 46+g o 47t80 1,/ ~ 1,/ 1,/ 1,/ RAISED '---© MEDIAN ), I- 0 45+ 75,69,'._ UPERIQ_ A VEN E = 10+00.00 ~5TH ST EET I I AVENUE W CATY \J G T w \J T CAI G R/W w- " 1,/ 1,/ T a T -~ 48+00 1,/ 1,/ I' ~ ·o ~ ... a ~ LO ~ ' ' ' ~ ' ' '\ ~T w CAT~TY w \J G \,./ G GI,/. 2 3 CONSTRUCTION NOTES CD PROTECT IN PLACE ® COLD MILL EXISTING PAVEMENT 2.5" DEEP 0 CONSTRUCT 2.5" THICK ARHM SURFACE COURSE OVER VARIABLE THICKNESS AC LEVELING COURSE WHERE NEEDED. 0 REMOVE AC PAVEMENT AND BASE AND PLACE 4" FULL DEPTH AC (DIG-OUT) PER DETAIL "A" ON SHEET 2. ® REMOVE AND REPLACE WITH NEW VALVE BOX AND COVER TO GRADE PER CNB STD-511-L ® ADJUST MANHOLE FRAME AND COVER TO GRADE PER CNB STD-111-L 0 (NOT USED) ® REMOVE AND REPLACE WITH NEW SURVEY MONUMENT FRAME AND COVER TO GRADE PER CNB STD-116-L THE SURVEY MARKER SHALL BE PROTECTED IN PLACE. ® ADJUST VAULT TO GRADE (BY OTHERS) @ ADJUST MANHOLE FRAME AND COVER TO GRADE (BY OTHERS) @ REMOVE AND REPLACE WITH NEW VALVE BOX AND COVER TO GRADE PER MCWD STD 14A @ REMOVE AND REPLACE WITH CITY SUPPLIED MANHOLE FRAME AND COVER TO GRADE PER CNB-111-L @ REMOVE AND RECONSTRUCT TYPE A CURB AND GUTTER PER CNB-182-L @ REMOVE AND RECONSTRUCT PARTIAL CROSS GUTTER PER CNB STD-185-L @ REMOVE AND RECONSTRUCT CURB ACCESS RAMP PER CNB STD-181-L @ REMOVE AND REPLACE TRAFFIC SIGNAL DETECTOR LOOP @ REMOVE AND REPLACE WITH NEW PULL BOX TO GRADE PER CNB STD-204-L @ REMOVE AND RECONSTRUCT PARTIAL DRIVEWAY APPROACH PER CNB STD-160-L-A @ REMOVE AND RECONSTRUCT DRIVEWAY APPROACH PER CNB STD-160-L-A @ REMOVE AND RECONSTRUCT RAISED CONCRETE ISLAND PER DETAIL "A" ON SHEET 5 @ CONSTRUCT TYPE B CURB (6" CF) PER CNB STD-182-L @ RELOCATE CROSSWALK PUSH BUTTON @ REMOVE AND RECONSTRUCT 6" THICK PCC PAVEMENT @ REMOVE AND RECONSTRUCT SIDEWALK PER CNB-180-L @ REMOVE AND RECONSTRUCT DRIVEWAY APPROACH PER CNB STD-161-L w-- '{,/ =-¼\ 58cl-OO & z 0 >= u :::, g: <J) ~ u R/W w- C ,:, C -"' 0 L E Q. 00 0 .;i: a, ;< ,:, ~ :, (I] "' <( <J) N a, LO ;5-T 7-:T 6 T -..,.- 49+00 "'~ _g.1 +00 f -~ s-,-----s57t00 s s c 0 :;:; C ='= .0 C .c -. D <( 0 0::: <( z <( D 1,/ 1,/ 1,/ 1,/ ~ ~ a ... ~ ~ CASE K R/W 49+09.92 SUPERIOR AVENUE = 10+00.00 DANA ROAD 1,/ 1 ---\,J --\,J -- 10"AC/15"AB 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. 1,/ 1,/ 1,/ 1,/ CONSTRUCTION CL ), 1,/ 1,/ R/W " "' !'; <( L 0 ·.:: " Q. :, <J) <J) N oi I{) ;5- ~ w w g: ';!, a, C ·.:: " " C ·o, C C-3869 1 ------~----------------------------------------~-----------------------------10 <( REVlEWED: PLAN SHEET SUPERIOR AVENUE ;;-,:, " L C .c ~ MICHAEL J. SINACORI, RCE 46214 ai ASSISTANT CITY ENGINEER o.. f-----~-----+-----------------------------1 / & 05-12-08 AS-BUILT DESIGNED: AT DRAWN: AT CITY OF NEWPORT BEACH R-5912-S ~ >---------1 "' No DATE DESCRIPTION OF REVISIONS CHECKED: DATE: PUBLIC WORKS DEPARTMENT SHEET 5 OF 8 ? ~---------------------------------------------------------------------------~-· ~---~----------------------~--------~ ___ M_JS~ __ 1_0/~3_0~/0_7~--------------------~------~.:.: 3 TYPE I (10') 3 TYPE VII (L) -- TYPE IV (IJ. __ - 13+00 --- - ----• 2 DET 39 STA 11+56 JOIN EXISTING 2 DET 9 SUp~R.10 -.____________ 2 DET 26 R. AV€ DET 39 Nu~ 2 DET 26 -- --2 D ET 39 A .____________ 3 -- 2 DET 39 2 DET 9 CONSTRUCTION NOTES 1. ALL STRIPING DETAILS, MARKINGS, MARKERS, ETC. SHALL BE PER STATE OF CAUFORNIA DEPT. OF TRANSPORTATION STANDARD PLANS, MAY 2006 EDITION. 2. TEMPORARY TRAFFIC STRIPING AND MARKINGS SHALL BE PAINT APPLIED IN ONE COAT AND AS SOON AS POSSIBLE WITHIN 24 HOURS AFTER THE FINISHED COURSE OF PAVEMENT HAS BEEN APPLIED. 3. ALL STRIPING SHALL BE "SPRAYABLE REFLECTORIZED THERMOPLASTIC" APPLIED AT A MINIMUM THICKNESS OF 0.45 MM. CROSSWALKS AND LIMIT LINES SHALL BE APPLIED AT A MINIMUM THICKNESS OF 0.90 MM. ALL CROSSWALKS AND LIMITS LINES SHALL BE 12" WHITE UNLESS NOTED OTHERWISE. 4. ALL REFLECTIVE PAVEMENT MARKERS SHALL BE 3M SERIES 290 VERSION OR EQUIVALENT WITH GLASS REFLECTIVE FACES. 5. THE FIRE HYDRANT PAVEMENT MARKERS SHALL BE LOCATED PER CITY STD-902-L 6. ALL CROSSWALK SHALL BE 10 FEET IN WIDTH. CD PROTECT IN PLACE. 0 INSTALL STRIPING PER CALTRANS DETAIL AS INDICATED. 0 INSTALL PAVEMENT MARKINGS PER CALTRANS STANDARD PLAN A24A, A24B, A24D, AND A24E. 0 INSTALL SPECIAL RAISED PAVEMENT MARKERS PER DETAIL "A" FROM STA 16+70 TO STA 22+00. DETAIL "A" 24' I B' 14 ·1 4 ·1 B' I \00 ll 000 \_ TYPE A Y YELLOW NON-REFLECTIVE TYPE H ONE-WAY YELLOW RETROFLECTIVE I] R/W C 't:l C "" a L E (l_ Ol 0 .;i: c,, ;< 't:l ~ :, (I] fl) < (/) N Ol I{) ;';- c: 0 :;:; C ='= .0 C .c " "' !'; < L 0 ·.:: " (l_ :, (/) (/) N oi I{) ;';- ~ w w I:!: ';!, c,, C: 'i: " " C: '6, C: (T-5980-S) C-3869 1 ~-----------------------------------------------------------------------------10 < 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 net responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. APPROVED STRIPING PLAN ~ " L SUPERIOR AVENUE _g CITY TRAFFIC ENGINEER FROM COAST HWY WEST TO STA 22+00 i R.C.E. NO 45521 o._ f-----~------+------------------------------1/ DESIGNED: SC DRAWIN: SC CITY OF NEWPORT BEACH R-5912-S ~ >----------1 fl) ~-----------------------------------------------------------------------~N_o_. ~-□-A_TE_~□-E_sc_R_IP_T1_0N_O_F_R_EV1_s_1o_N_s _____________ ~-------~-C-HE_c_KE_D_: _TB~□-A_TE_=1~0/_3~0/~0_7~ ____ P_U_B_L_1c_w_o_R_K_S_D_E_P_A_R_T_M_E_N_T ___ ~_s_HE_E_T_6_o_F_8_~f 0 LO + 0 (') ·W <( > I-0 en en w <( Zw _J w I en (.) ~ :a: " Cl:'. <Ow + Q_ N <( N f- <i_ c, f-z 1/l w "" 23+00 2 DET 26 2 DET 9 TAPER = 290' "' - "' -<O - 2 DET 39 2 4" WHITE 3 <t: (9 0 l- o::: w ww 0 0::: z l-o en (.) t-1 0 Cl:'. "'"w + Q_ <O <( N f- <i_ Cl f-z 1/l w 2 4" WHITE 3 TYPE IV (L) 2 DET 26 ;,, 50' --7 -- R/W 2 DET 9 3 TYPE IV (L) 2 4" DOUBLE YELLOW WHITE "" ;,, ;,, 50' (50') - 130' ;,, - <O 32+ 0 -0 Cl <O ;,, TYPE IV (L) ;,, - -"" 2 12" WHITE 2 DET 39A -;,, (200') --- 3 TYPE IV (L) 2 4" WHITE 2 4" WHITE 2 DET 3B 33+00 -,,., "' - 2 4" WHITE 3 TYPE IV (L) 2 DET 39A SUPERIOR DET 9 35+00 36+00 -+- 2 DET 9 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. AVENUE TYPE IV (L) 2 DET 39A 2 DET 9 AVENUE 37+00 3 TYPE IV (L) DET 26 Cl:'. aw .., Q_ +~ m N f- . Cl:'. ~~ 1/l 1/) 2 DET 38 350' r ,a rR/W ~E~- 2 DET 39A ;,, <O 0 DET 39A CONSTRUCTION NOTES 1. ALL STRIPING DETAILS, MARKINGS, MARKERS, ETC. SHALL BE PER STATE OF CAUFORNIA DEPT. OF TRANSPORTATION STANDARD PLANS, MAY 2006 EDITION. 2. TEMPORARY TRAFFIC STRIPING AND MARKINGS SHAUL BE PAINT APPLIED IN ONE COAT AND AS SOON AS POSSIBLE WITHIN 24 HOURS AFTER THE FINISHED COURSE OF PAVEMENT HAS BEEN APPLIED. 3. ALL STRIPING SHALL BE "SPRAYABLE REFLECTORIZED THERMOPLASTIC" APPLIED AT A MINIMUM THICKNESS OF 0.45 MM. CROSSWALKS AND LIMIT LINES SHALL BE APPLIED AT A MINIMUM THICKNESS OF 0.90 MM. ALL CROSSWALKS AND LIMITS LINES SHALL BE 12" \I/HITE UNLESS NOTED OTHERWISE. 4. ALL REFLECTIVE PAVEMENT MARKERS SHAUL BE 3M SERIES 290 VERSION OR EQUIVALENT WITH GLASS REFLECTIVE FACES. 5. THE FIRE HYDRANT PAVEMENT MARKERS SHALL BE LOCATED PER CITY STD-902-L 6. ALL CROSSWALK SHALL BE 10 FEET IN WIDTH. CD PROTECT IN PLACE. ® INSTALL STRIPING PER CALTRANS DETAIL AS INDICATED. 0 INSTALL PAVEMENT MARKINGS PER CALTRANS STANDARD PLAN A24A, A24B, A24D, AND A24E. C ,:, C .,, a L E C. 0 .;i: □' ;< ,:, ~ :, (I] "' <( 1/l N a, U1 ;5- c a :;:; C ='= .0 C .c " Cl:'. !'; <( L a ·.:: " C. :, 1/) 1/) N oi U1 ;5- ~ w w I:!: ';!, □' C ·.:: " " C '6, C (T-5980-S) C-3869 1 ~----------------------------------------------------------------------------10 <( APPROVED STRIPING PLAN ~ " L SUPERIOR AVENUE _g CITY TRAFFIC ENGINEER FROM STA 22+00 TO STA 40+00 i R.C.E. NO 45521 o._ f-----~-----+-----------------------------1 / DESIGNED: SC DRAWIN: SC CITY OF NEWPORT BEACH R-5912-S ~ >---------1 "' ~-----------------------------------------------------------------------~N_o_. ~-D_A_TE_~D_E_sc_R_IP_T1_0N_O_F _R_EV1_s_1o_N_s _____________ ~-------~-C-HE_c_KE_D_: _TB~D_A_TE_=1~0/_3~0/~0_7~ ____ P_U_B_L_lc_w_o_R_K_S_D_E_P_A_R_T_M_E_N_T ___ ~_s_HE_E_T_7_o_F_8_~f 0 0 + 0 'SI" I'- <( I-I-w en w w ::c z en -w ...J w ::c en (.) ~ ~ 2 DET 39 <D h ~ h <D I I 0 IJlll (5 I a::: <( z <( 0 I I I THERMOPLASTIC A / - 4" DOUBLE YELLOW~ / 2 12· / 2 4" DOUBLE YELLOW ~,: cS<J ~v " WHITE TYPE IV (L) 0 43+00 <D N SUPERIOR 2 DET 9 (50') 3 TYPE IV (L) 2 12" WHITE I '.'J -- -> 2) TYPE IV (R) I /~ • > ®4" WHITE < < > > > & - PAINT < < . . ----~ - -\----+- (})TYPE IV (R) @DET 38 @)TYPE IV (R) 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. 2 DET 9 2 4" WHITE AVENUE ---------------;------------------------- (})TYPE IV (R) @DET 38 @)TYPE IV (R) (i)DET 9 CONSTRUCTION NOTES 1. ALL STRIPING DETAILS, MARKINGS, MARKERS, ETC. SHALL BE PER STATE OF CAUFORNIA DEPT. OF TRANSPORTATION STANDARD PLANS, MAY 2006 EDITION. 2. TEMPORARY TRAFFIC STRIPING AND MARKINGS SHALL BE PAINT APPLIED IN ONE COAT AND AS SOON AS POSSIBLE WITHIN 24 HOURS AFTER THE FINISHED COURSE OF PAVEMENT HAS BEEN APPLIED. 3. ALL STRIPING SHALL BE "SPRAYABLE REFLECTORIZED THERMOPLASTIC" APPLIED AT A MINIMUM THICKNESS OF 0.45 MM. CROSSWALKS AND LIMIT LINES SHALL BE APPLIED AT A MINIMUM THICKNESS OF 0.90 MM. ALL CROSSWALKS AND LIMITS LINES SHALL BE 12" \I/HITE UNLESS NOTED OTHERWISE. 4. ALL REFLECTIVE PAVEMENT MARKERS SHALL BE 3M SERIES 290 VERSION OR EQUIVALENT WITH GLASS REFLECTIVE FACES. 5. THE FIRE HYDRANT PAVEMENT MARKERS SHALL BE LOCATED PER CITY STD-902-L 6. ALL CROSSWALK SHALL BE 10 FEET IN WIDTH. CD PROTECT IN PLACE. ® INSTALL STRIPING PER CALTRANS DETAIL AS INDICATED. 0 INSTALL PAVEMENT MARKINGS PER CALTRANS STANDARD PLAN A24A, A24B, A24D, AND A24E. & ,,---., } -' ---------- E (l_ c,, ;< ,::, ~ :, (I] fl) < (/) N a, I{) ;1;- c: 0 :;:; a ='= .0 a .c " "' !'; < L 0 ·.:: " (l_ :, (/) (/) N oi I{) ;1;- ~ w w I:!: ';!, c,, C: 'i: " " C: '6, C: (T-5980-S) C-3869 1 ~-~---~----------------------~--------~--------~------------------------------1 0 < APPROVED STRIPING PLAN ~ " L SUPERIOR AVENUE _g CITY TRAFFIC ENGINEER FROM STA 40+00 TO NORTH CITY LIMITS i R.C.E. NO 45521 o._ f-----~------+---------------------~--------1 / & 05-12-08 AS-BUILT DESIGNED: SC DRAWIN: SC CITY OF NEWPORT BEACH R-5912-S ~ >----------1 fl) NO. DATE DESCRIPTION OF REVISIONS CHECKED: DATE: PUBLIC WORKS DEPARTMENT SHEET 8 OF 8 ? ~---------------------------------------------------------------------------~-~---~----------------------~--------~----TB~ __ 1_0/~3_0~/0_7~--------------------~------~Cc