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HomeMy WebLinkAboutR_5928_SCITY OF COSTA MESA VICTORIA ST VICINITY MAP NOT TO SCALE SYMBOL LEGEND • POWER POLE Osco SANITARY SEWER CLEANOUT OSMH SANITARY SEWER MANHOLE <tJ FIRE HYDRANT I WM WATER METER BOX & SERVICE □GM GAS METER --®-VALVE POV£R POLE ANCHOR {), MONUMENT -x-x-x-FENCE === BLOCKWALL 0 TREE Q {:J SHRUBBERY .,,, ,,,, _,,, -=-ASPHALT PAVEMENT ; :; :! (;:;: ! :;: ! :] BRICK WALK I: < I CONCRETE ~«?t'.l'.uzca BUILDING _ _ _ _ EXISTING CONSTRUCTION ----PROPERTY LINE ----NEW CONSTRUCTION ---'t---CENTERLINE ___ -5 ____ SEWER LINE -----W-----WATER LINE ---G---GAS LINE -E--PO'M::R LINE -T·--TELEPHONE LINE -CA TV-CABLEVISION LINE -SP-SPRINKLER SYSTEM STREET LIGHT 7:r SIGN JOHN WAYNE ~ AIRPORT PROJECT LOCATIONS 0Cf4tv ABBREVIATIONS AC ASPHALT CONCRETE DIP DUCTILE IRON PIPE VCP VITRIFIED CLAY PIPE RWV RESILIENT WEDGE VALVE FE FLANGED END MJ MECHANICAL JOINT NTS NOT TO SCALE RT RING TIGHT STL STEEL ABANO ABANDONED IP&T IRON PIPE AND TAG MON MONUMENT CATV CABLE TV DWY DRIVEWAY co CLEANOUT (SEWER) ARV AIR RELIEF VALVE B/APPR BACK OF ALLEY APPROACH EV ELECTRICAL VALIIE SW SIDEWALK WWF WELDED 'MRE FABRIC MLCCSP MORTAR LINED CEMENT COAlEO STEEL PIPE RCSCP REINFORCED CONCRETE STEEL CYLINDER PIPE t) PAWXNT POTHOI.E/CORING INFORMATION t= c:::j GARAGE OPENING ///// 'MNDOW LOCATION MAP SPRINKLER CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG NOT TO SCALE EMERGENCY TELEPHONE NUMBERS DAY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY AT&T CITY OF NEWPORT BEACH (UTILITIES DEPARTMENT) ORANGE COUNTY SANITATION DISTRICT TIME WARNER CABLE UNDERGROUND SERVICE ALERT MCWD IRWD (600)-427-2200 (600)-611-1911 611 (949)-6-44-3011 (714)-962-2411 (714)-338-2060 (800}-422-4133 (949)-574-1000 (949)-453-5456 NIGHT (800}-427-2200 (800}-611-1911 611 (949)-644-3717 ~ 714 )-388-2000 806)-422-4133 949 )-631-1200 I "' \ PUBLIC WORKS DEPARTMENT CORONA DEL MAR STREET REHABILITATION PROJECT -PHASE 1 C-3963 APPRO\€D: PUBI..ICWORKS R.C.E. NO. 36106 ~ JsJJa'! • . . i APPROIIEO: . _ _ ~ ~~LENGINEER R.C.E. N0.47961 LOCATION MAP NOT TO SCALE DATE: /Q ... l.'J• Of DATE: /o-Z7-0S< I APPROVAL RECOMMENDED APPROVAL RE /~ R.C.E. NO. 51056 DA1E .!Jl-l-..hZ.,µl.1.---JDATE "r ➔Jae APPROVAL RECOMMENllEO 1R R.C.E. NO. -45521 DA1E /tJ -2.'J -LJ8 GENERAL NOTES 1. ALL WORK OETAll.£0 ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE 'MTH THE "ST ANO ARO SPECIFICA 1lONS rOR PUBLIC I\URKS CONSTRUCTION," 2003 EDITION ANO SUPPLEMENTS TO DA TE, EXCEPT AS OTHER'MSE STATED IN 1HE CITY'S STANDARD SPECIAL PRO'.'ISIONS, OR IN THIS CONTRAcrs SPECIAL PROVISIONS. 2. EXISTING UNDERGROUND UTILITIES ARE SH~ AS PER AVAILABLE RECORDS. 1HE CONTRACTOR SHALL BE RESPONSlBI.E FOR VER1n1NG 1HE ACTUAL LOCATION ANO ELEVATION IN 1HE RELO PRIOR TO BEGINNING OF CONSTRUCTION. 3. ALL EXPOSED CONCRETE SURrACES SHALL CONF"ORM IN GRADE. COLOR, OIMENSIOO, ANO RNISH TO ADJOINING IMPROVEMENTS. 4. P.C.C. SHALL BE CLASS 560-C-3250. 5. CONTRACTOR SHALL ADJUST CITY UTILITIES (e.g. WATER VALVES, SCO, SURIIEY MONUMENTS, SEWER ANO STORM DRAIN MANHOLES) FRAMES ANO COVERS TO FINISHED GRADE. ALL OTHER UTILITIES SHALL BE AD.l.lSTEO TO GRADE BY OTHERS. 6. PROPOSED IMPROVEMENTS SHALL JOIN ANO MATCH LINE ANO GRADE OF EXISTING IMPROIIEMENTS. 7. ANY DISCREPANCY IN 1HE ORA'MNGS OR SPECIFICATIONS SHALL BE CALLED TO 1HE IMMEDIATE ATTENTION OF 1HE CITY OF NEWPORT BEACH PUBLIC WORKS DEPT. FAILURE TO 00 SO 'MLL PLACE RESPONS18tUTY ON THE CONTRACTOR FOR CORRECTION. 8. CORRELATION OF DRA'MNGS ANO SPECIFICATIONS. ANY WORK NOT INDICATED ON THE DRAYl!NGS BUT CAI.LED FOR IN THE SPECIFICATIONS, OR VICE-VERSA. SHALL BE FURNISHED ANO PERFORMED AS THOUGH SPECIFICALLY INOICA TEO ANO CALLEO FOR IN BO"TH. ANY WORK NOT INSTALLED ACCORDING TO DRAWINGS ANO SPECIFICATIONS OR ORDINANCES ANO LAWS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. CONSTRUCTION NOTES TITLE SHEET -PHASE 1 ENGINEER CORONA DEL MAR F Q_ ,,, N co 0 w er, < _r o_ ,_ u w -, 0 CY Q_ m <( I b.l ("(' f-. w l.1.J ,:,, en 2 C) u en ro N m "' ,:,, "' a, <D ") I u CJ' L D <D L Q C <n STREET REHABILITATION PROJECT 6i ~~~~=;;J---------r-=-=~~°o- DE SIGNED SL DRAWN MGRACIA CITY OF NEWPORT BEACH R-5928-S ~ '===---==t==--==c..i =, CHECKED DA1E PUBLIC WORKS DEPARTMENT HET 1 · or 22 "- CITY OF COSTA MESA VICTORIA ST JOHN WAYNE ~ AIRPORT UN\\/ERSli'i 17TH S1 PAc1r1c VICINITY MAP NOT TO SCALE SYMBOL LEGEND • POWER POLE Osco SANITARY SEWER CLEANOUT (;SMH SANITARY SEWER MANHOLE ~ FIRE HYDRANT IWM WATER METER BOX & SERVICE □GM GAS METER ------®---VALVE POWER POLE ANCHOR fj, MONUMENT -x-x-x-FENCE BLOCK WALL $ TREE {) CJ SHRUBBERY _,,,_ _,,,.,,, _,,,_ ASPHALT PAVEMENT ;:;:;:)·':1:10:1:1 ': BRICKWALK I": . -· • _-•. · : .:j CONCRETE ~////UL/JI BUILDING EXISTING CONSTRUCTION ----PROPERTY LINE PROJECT LOCATIONS OC[Atv ABBREVIATIONS AC DIP VCP RWV FE MJ NTS RT STL ABAND IP&T MON CATV DWY co ARV B/APPR EV SW WWIF ASPHALT CONCRETE DUCTILE IRON PIPE VITRIFIED CLAY PIPE RESILIENT WEDGE VAL VE FLANGED END MECHANICAL JOINT NOT TO SCALE RING TIGHT STEEL ABANDONED IRON PIPE AND TAG MONUMENT CABLE TV DRIVEWAY CLEANOUT (SEWER) AIR RELIEF VALVE BACK OF ALLEY APPROACH ELECTRICAL VAL VE SIDEWALK WELDED WIRE FABRIC MLCCSP MORTAR LINED CEMENT COATED STEEL PIPE ----NEW CONSTRUCTION RCSCP REINFORCED CONCRETE STEEL CYLINDER PIPE ---t.---CENTERLINE ~ PAVEMENT POTHOLE/CORING INFORMATION ___ _g ____ SEWER LINE -----W-----WATER LINE ---G---GAS LINE --E--POWER LINE -T--TELEPHONE LINE -CATV-CABLEVISION LINE -SP--SPRINKLER SYSTEM :a: STREET LIGHT SIGN p ==j GARAGE OPENING ///// WINDOW LOCATION MAP llE SPRINKLER CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG NOT TO SCALE EMERGENCY TELEPHONE NUMBERS DAY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY AT&T CITY OF NEWIPORT BEACH (UTILITIES DEPARTMENT) ORANGE COUNTY SANITATION DISTRICT TIME WARNER CABLE UNDERGROUND SERVICE ALERT MCWD IRWD (800)-427-2200 (800)-611-1911 611 ( 949 )-644-3011 (714)-962-2411 (714)-338-2060 (800)-422-4133 (949i-574-1000 (949 -453-5456 NIGHT (800)-427-2200 (800)-611-1911 611 (949)-644-3717 (714)-388-2000 {800)-422-4133 (949)-631-1200 PUBLIC WORKS DEPARTMENT CORONA DEL MAR STREET REHABILITATION PROJECT -PHASE 1 APPROVED: APPROVED: C-3963 DIRECTOR OF PUBLIC WORKS R.C.E. NO. 36106 -=-D=Ep"'u=TY.,..,P"'u=sL'""Ic,....,w.,.,,o=-=R""'Ks-=-0=I=RE=c=To=R/""c=ITY=-=E,..,,NG'""IN'""E=E=-R -=R-=.c-=.E--,. N""'o-. 4=79="'"51 I I I ---,,, ----.,)8.,/ :I/ /"" ' . ' ' ! / DATE: ------- DATE: ______ _ AS-BUILT PLANS RECORD DRAWINGS These Record Drawings hove been prepared based on information submitted, in port. by others. Willie this information is believed to be relioble, 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 CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION," 2003 EDITION AND SUPPLEMENTS TO DA TE, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRAcrs SPECIAL PROVISIONS. 2. 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 OF 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, 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 IMPROVEMENTS SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS. 7. 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. 8. 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 SPECIFICALl Y INDICATED Al'ID CALLED FOR IN BOTH. ANY WORK NOT INSTALLED ACCORDING TO DRAWINGS AND SPECIFICATIONS OR ORDINANCES AND LAWS SHALl BE REPLACED AT CONTRACTOR'S EXPENSE. CONSTRUCTION NOTES CD PROTECT IN PLACE. (2) EDGE TAPER COLD MILL EXISTING A.C. PAVEMENT PER DETAIL ON SHEET 22. 0 COLD MILL EXISTING AC PAVEMENT 2" MIN. 0 REMOVE EXISTING A.C. PAVEMENT AND BASE AND CONSTRUCT 4" A.C OVER 6" BASE COURSE (DIG OUT). ® PROTECT IN PLACE All CITY LANDSCAPE AND IRRIGATION FROM DAMAGE. ® CRACK SEAL PER DETAIL ON SHEET 22. 0 INSTALL GLASGRID 8502 PAVEMENT REINFORCEMENT LAYER. ® CONSTRUCT VARIABLE THICHNESS AC LEVELING COURSE ® SAWCUT, REMOVE EXISTING PAVEMENT AND CONSTRUCT 6" THICK AGGREGATE BASE. @) 2 1 /2" -THICK ASPHALT BASE COURSE. @ 1 1 /2" -THICK ASPHALT FINISH COURSE @ CONSTRUCT 1" LEVEL COURSE WITH 1 1/2" FINISH COURSE A.C. CAP. @ REMOVE EXISTING AND CONSTRUCT TYPE "A" CURB AND 18-INCH GUTTER , PER CNB STD-182-L. @ REMOVE EXISTING AND CONSTRUCT TYPE "8" CURB AND 18-INCH GUTTER , PER CNB STD-182-L 121 REPAINT RED CURB WHERE RED CURB WAS REMOVED AND REPLACED. \'.j/ CONTACT CITY GENERAL SERVICES DEPARTMENT FOR PAINT SPECIFICATIONS. @ REMOVE EXISTING SIDEWALK AND CONSTRUCT P.C.C. SIDEWALK PER CNB STD-180-L @ REMOVE 5" EXISTING PAVEMENT AND CONSTRUCT 5" THICK A.C. BASE COURSE. @ REMOVE EXISTING AND CONSTRUCT P.C.C. RESIDENTIAL DRIVEWAY APPROACH TYPE I PER CNB STD-162-L-A. @) REMOVE EXISTING AND CONSTRUCT P.C.C. STANDARD CROSS GUTTER PER CNB STD-185-L. @ SAWCUT AND PLACE 4" THICK PCC BASE AND INSTALL RAISED TRUNCATED DOME TILE PER CNB STD-181-L. ® REMOVE EXISTING CURB ACCESS RAMP AND CONSTRUCT CURB ACCESS RAMP, CASE H, PER CNB STD-181-L. @ REMOVE EXISTING CURB ACCESS RAMP AND CONSTRUCT CURB ACCESS RAMP, CASE I, PER CNB STD-181-L @ REMOVE EXISTING CURB ACCESS RAMP AND CONSTRUCT CURB ACCESS RAMP, CASE J, PER CNB STD-181-L. @ REMOVE EXISTING CURB ACCESS RAMP AND CONSTRUCT CURB ACCESS RAMP, CASE K, PER CNB STD-181-L. ~ REMOVE EXISTING CURB ACCESS RAMP AND CONSTRUCT CURB ACCESS RAMP, ~ CASE L, PER CNB STD-181-L @ REMOVE EXISTING CURB ACCESS RAMP AND CONSTRUCT CURB ACCESS RAMP, MODIFIED CASE I, PER DETAIL A ON SHEET 22. @ REMOVE EXISTING CURB ACCESS RAMP AND CONSTRUCT CURB ACCESS RAMP, MODIFIED CASE K, PER DETAIL B ON SHEET 22. @ REMOVE EXISTING CURB ACCESS RAMP AND CONSTRUCT CURB ACCESS RAMP (BY OTHERS). @ REMOVE AND REPLACE EXISTING TRAFFIC SIGNAL LOOP DETECTORS. @ ADJUST WATER VAULT TO FINISH GRADE. @ ADJUST WATER VALVE BOX AND COVER TO FINISH GRADE PER CNB STD-511-L. ® ADJUST SEWER/STORM DRAIN/WATER MANHOLE FRAME AND COVER TO FINISH GRADE PER CNB STD-111-L @) ADJUST PULL BOX/WATER METER BOX TO FINISH GRADE. ® ADJUST SCE/TELEPHONE/GAS MH/VAULT, PULl BOX, VALVE TO FINISH GRADE (BY OTHERS). @ EDGE TAPER COLD Mill EXISTING P.C.C. PAVEMENT PER DETAIL ON SHEET 22. @) PRUNE AND REMOVE TREE ROOTS. INSTALL ROOT BARRIERS PER CITY SPECIFICATIONS AND TREE PROTECTION ZONE STANDARD. ® GRIND CURB ACCESS RAMP/ACCESS WAY UP. C c::: •-c"J_ L L ' L L L ' u: @ REPAINT GREEN CURB WHERE GREEN CURB WAS REMOVED AND REPLACED. t--------------------------------1 CONTACT CITY GENERAL SERVICES DEPARTMENT FOR PAINT SPECIFICATIONS. @ REMOVE EXISTING A.C. PAVEMENT AND BASE AND CONSTRUCT 3" A.C. OVER 5" A.B. -. LOCATION MAP NOT TO SCALE SHEET INDEX t--------------------------------1 2 TO 4 5 TO 6 7 TO 8 9 TO 10 11 TO 12 13 14 15 TO 17 No. 65329 Exp. 9-30-09 TITLE SHEET DAHLIA A VENUE FERNLEAF A VENUE GOLDENROD AVENUE HELIOTROPE AVENUE IRIS AVENUE JASMINE A VENUE LARKSPUR A VENUE FIRST A VENUE APPROVAL RECOMMENDED GENERAL SER\IICES DIRECTOR 18 TO 19 SECOND AVENUE 20 THIRD A VENUE 21 BAYSIDE DRIVE AND DOVE STREET 22 GRANVILLE DRIVE/DETAILS T1 TO T4 STRIPING PLAN APPROVAL RECOMMENDED APPROVAL RECOMMENDED UTILITIES DIRECTOR R.C.E. NO. 51056 lRAmc ENGINEER R.C.E. NO. 45521 @ REMOVE EXISTING A.C. PAVEMENT AND CONSTRUCT 7" A.C. PAVEMENT. ® REMOVE AND REPLACE WITH NEW SURVEY MONUMENT FRAME AND COVER TO GRADE PER CNB STD-116-L @ REMOVE EXISTING A.C. PAVEMENT AND BASE AND CONSTRUCT 10" A.C (DIG OUT). @ CONSTRUCT HEADER CUT @ COLD MILL EXISTING 3" AC PAVEMENT AND CONSTRUCT 3" THICK FINISH COURSE ASPHALT OVERLAY. @ AC PATCHBACK PER STD 182-L @ LOCATE JUNCTION STRUCTURE DECK, ADJUST STRUCTURE, MANHOLE FRAME AND COVER TO FINISH GRADE. @ CONSTRUCT LOCAL DEPRESSION PER CNB STD. 304-L @ COLD MILL EXISTING PCC PAVEMENT 2· MIN. C-3963 RE\IIEWED PRINCIPAL CIVIL ENGINEER R.C.E. NO. 56980 TITLE SHEET -PHASE 1 CORONA DEL MAR DATE STREET REHABILITATION PROJECT i': crvn. J:=-==~~~1---------r------l'" DATE ______ ,DATE------, DATE ______ ,DESIGNED IL DRAWN PT CITY OF NEWPORT BEACH R-5928-S ;:: ..,.,.,~~---+-----I -----------,. CHECKED DATE FT 4 AUG 2009 PUBLIC WORKS DEPARTMENT SHEET 1 OF 22 C:: CONSTRUCTION NOTES CD PROTECT IN PLACE. ® PROTECT IN PLACE ALL CITY LANDSCAPE AND IRRIGATION FROM DAMAGE. ® SAWCUT, REMOVE EXISTING PAVEMENT AND CONSTIRUCT 6-INCH THICK AGGREGATE BASE. @ CONSTIRUCT 2 1 /2-INCH THICK ASPHALT BASE COURSE. @ CONSTIRUCT 1 1 /2-INCH THICK ASPHALT FINISH COURSE. @ REMOVE EXISTING AND CONSTIRUCT TYPE "A" CURB AND 18-INCH GUTTER , PER CNB STD-182-L ® REMOVE EXISTING SIDEWALK AND CONSTIRUCT P.C.C. SIDEWALK PER CNB STD-180-L @ REMOVE EXISTING AND CONSTIRUCT P.C.C. RESIDENTIAL DRIVEWAY APPROACH TYPE I PER CNB STD-162-L-A. @) REMOVE EXISTING AND CONSTIRUCT P.C.C. STANDARD CROSS GUTTER, l'i1DTH=4', PER CNB STD-185-L. @ REMOVE EXISTING CURB ACCESS RAMP AND CONSTIRUCT CURB ACCESS RAMP, CASE I, PER CNB STD-181-L. @ REMOVE EXISTING CURB ACCESS RAMP AND CONSTIRUCT CURB ACCESS RAMP (BY OTHERS). SCALE 1" = 20' @ ADJUST SEWER/STORM DRAIN/WATER MANHOLE FRAME AND COVER TO FINISH GRADE PER CNB STD-111-L. @ ADJUST SCE/TELEPHONE/GAS MH/VAULT, PULL BOX, VALVE TO FINISH GRADE (BY OTHERS). 90 89 90 89 90 89 -, "' t------+-----+----------t------+-----+----------t------+--~~,t------+~-,'---.~+------+------+---------j93 ----fi3 _(.:, w ---,------ t:::::::::::::::::::~::::::::::::::::::::=$==::::::::::::::::::::~~~~::::::::::~::::::::::~::::::::::::::::::::::::::::::::::::::::⇒-~-~-~-~i~:::::::-~~•;==1==~~i'~;-==::::::::::*:::::::::::::::=-=s92 I--~JII:> ""'' NW LT FLOW LINE..__ _ _ ---.-, ~ --.. ~ "; ' ~ -- L -- V) V) w z -, ------ en :n "-' --------- . -Vl L -- '' 0 - ---- --•• ·--1n• VL.nlL-n ~••'-' V) .,/) "-~ -.t-:.:::: L V) I.&.. ~ n "'6 -93 . (/) ,~.r; :,-) ~' J en --, _l_ •; . . . ' r..: ·,,\· -~-, ,cc 0 '. -' 92 ,. •·. ~ ::-~ ci "' c,; N "' ,_··., -0, 0, u CJ) V) - 0 "' l------~~----'~~:~.---------------l------l--------1------------1--------l----'~=l---l----'~"'l----l=-~------'~"'l-------l-------193 7: C>< .. / ·-,---- - - - - ... 0 ... R/W -------------- C· 4+00 I I I .... I I I 0 ... <.n I I 0 I "' J_ L (~X16) \I -EXIST. P.C.C.~ ., r::-RDW~ .., ~ \ fA ---~' ----...l. w / I /. f 3 I () ~ -T~ --1---:!:: 0 "' I I I I I I ' DAHLIA " ('f_j :!:: - ' PROFILE SCALE VERT. 1" = 2' HOR. 1" = 20' I I I _l ,,., L''., 1/. ' - /. L o --7 "- I I 50' :!:: "' - ' L 5+00 ' I I 1 D ? I •:'f, y3 - :!:: ... :!:: <.n 9 10 11 I (J c:: U' ... I • I - /. - I I 1 I / 1~ I I I :!:: :!:: __, "' --- .,_ C} in -,~ I -"' in -/. ('). [) -·-- I AVENUE ' 6+00 7+00 1NOT IN CONTRACT C'f) PHASE 2 ~ Cl 421 :-:-:::::-: ... ~:.:::: ::::;:::::::: , I 15' 10' 22 --,-~- ~ 0 . 5 )' ~ I I ~ I I SEE SHEET. NO. 15 FOR WORK ON FIRST AVENUE R/.W ., C> C> + r-- ' w ' u " 7 0 _, n ,= 0 c_u 10 G_l m C..l w lj) <J_ I L ' ' ' ''' -. ci.: ' ITI <r T w u. ' ''' w u. c-cn == LJ i ·, VJ O_I ('-.J m •'f T w Cl'. ' ''' w 0::: c-rn vJ O:_) C---.1 Cl LC) o_ □ ,_,-, ' w I 10' 15' t, 15' 10' ! ''' u. C-U) □ (_)" ,- No. 33277 Exp. 6-30-98 . A ~cIVTu4f/ Q,o(:AL\f~ TYPICAL SECTION NTS • AS SHOWN ON PLANS OR MARKED IN THE FIELD REVIEWED PRINCIPAL CIVIL ENGINEER R.C.E. NO. 56980 ,,. C-3963 ,~ CORONA DEL MAR STREET REHABILITATION PROJECT 0 1/1 LJ DATE DAHLIA AVENUE /'~ a=.;:.:.,;;==;;;;;;;====1--------------------IS DESIGNED SL DRAWN PT CITY OF NEWPORT BEACH R-5928-S :; lcc-c=~~=tc~~~--1 --------t-"'~ CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 2 OF 22 ,0 FT 4 AUG 2009 ~ 1---------+-----+----+----------+--------+---------,-----+-------+----+------+--------+----+------+-----+-----+----+----f------+-------l97 ---~-96 LJ_ c::: --931::::===========::::l::::====:::::t:======t:============::::!::::==========:::::t:=======1======:::!::===========:::::t::======!:======!:::===========::::t=====::::t:=======l=====-::;::::j;,,.~=====t:,~~-====::::::t;'.-====::::::j:======t:::::=======l 92 93 LJ_ N O> ~ ~ 'T :',.J c._;J u.... i:_ 0.1 --... ---... ---L ?'; a, L " - - -<> a, ' _ _) --- EXISTING Nw'L Y LOW LINE-'\ EXISTING SURFACE AT CENTER LINE--- U.. L en ', u.. LO 1·--: -.:t= ,:y ------... -i I 97 u.. -96 u.. LJ_ -I 0) CD <D ' ~ LC u.:: O> T 97 96 ~ CD I ,~ L _J tor) -I!. ,-.i ':'2, r-,.. I,---............ 1..r·; ---'---,--, ~ 2 V I..!; -..,.,.. --s:t 93!1s,co;::::::::;::::::::;::::::::;::::::::;::::::::;::::::::;::::::::==f~==i:·t'EJ ;::::::::;::::::::3$,,f·~s~;=:::;::::::::;::::::::;::::::::E;::::::::;::::::::;::::::::~~==~~c;::::::::;::::::::;::::::::=E,E=====t========~~===t====:;~~~=~L~.==~~-,;::::::::;::::::::;::::::::=t=;::::::::;::::::::;::::::::=t=;::::::::;::::::::~-~=-~==li,~===~~~-===t=====t====l ~ u·, o 1___ -0....... ,-C ~~: ,_,,. a~ _,,,,,,,,,,,,,, ~ 1·-. ___ 1:;~ 921-----d (_J ~ ·,';;-............... ·-· ~.......... __,,,,,,.,,,,,, ~ ·--: d (_;, ---,-I':~.- :::;, ---." 51 ~ ........._ a: ~. EXISTING SE'L Y FLOW LINE--..,_ ---~ '- ' ~ - - -9i ~-en ------•o(I/ U') c: CX)O> ,:Y) ' --r. ~'~ L W --- ------- ,, ---- :_j) ....., ru ----- a~ r...: (~) I!' -- ---- ---- U') t:: ~1:, __ _ -- Ul J', . '.!._.' ::u CX) :u a, ---l, ·' u_ lJ.J ,X) _ .... ______ _ ~ ~ -,, N ,, _.:: -: C0 cc u _., Cl - '2'0 0 C PROFILE SCALE VERT. 1" = 2' HOR. 1" = 20' ..... __________ ...... __________ _._ _____ ....._ ____ ...._ __________ ...... __________ _._ ____ ___. _____ ..._ __________ ...._ ____ ..... _____ .._ __________ .._ ____ _._ _____ ..._ __________ .._ ____ ...... _____ .__ ____ ...... ____ ___..__ ______ --I,= 7+00 " 0 0 + r-- ... N O> I ~ CXl CONSTRUCTION NOTES 0 SAWCUT, REMOVE EXISTING PAVEMENT AND CONSTRUCT 6-INCH THICK AGGREGATE BASE. @) CONSTRUCT 2 1/2-INCH THICK ASPHALT BASE COURSE. @ CONSTRUCT 1 1/2-INCH THICK ASPHALT FINISH COURSE. @ REMOVE EXISTING AND CONSTRUCT TYPE "A" CURB AND 18-INCH GUTTER , PER CNB STD-182-L. @) REMOVE EXISTING SIDEWALK AND CONSTRUCT P.C.C. SIDEWALK PER CNB STD-180-L. @) REMOVE EXISTING DRIVE APPROACH AND CONSTRUCT DRIVE APPROACH PER CNB STD-162-L. @ REMOVE EXISTING CURB ACCESS RAMP AND CONSTRUCT CURB ACCESS RAMP, CASE I, PER CNB STD-181-L. @ REMOVE EXISTING CURB ACCESS RAMP AND CONSTRUCT CURB ACCESS RAMP, CASE K, PER CNB STD-181-L. ® ADJUST WATER VALVE BOX AND COVER TO FINISH GRADE PER CNB STD-511-L. @ ADJUST SEWER/STORM DRAIN MANHOLE FRAME AND COVER TO FINISH GRADE PER CNB STD-111-L. 8+00 9+00 t N DAHLIA R/W ·, I I 10' .... ~•- SCALE 1" = 20' ' . I 16 * I 13 10+00 SEE SHT. NO. 18 FOR WORK ON SECOND AVENUE 50' 15' I~ $3 4£ '-EXISTING PA'l'EMENT __.,/ 4" AC ON 6" AB TYPICAL SECTION NlS 15' • AS SHOWN ON PLANS OR MARKED IN lHE FIELD 11+00 AVENUE R/,W I 12+00 REVIEWED PRINCIPAL CIVIL ENGINEER R.C.E. NO. 56980 13+00 0 0 + C") ..-- CORONA DEL MAR 0 CU 10 G_l m C..l w lj) <J_ I L I ' ' ''' -, ci.: ' ITI <r T w u_ I ''' w u_ c-cn == LJ i ·, VJ O_I ('-.J u m •'f T w O' I ''' w 0::: c-rn = 0 u vJ O:_) C'-.1 Cl LC) o_ □ ,_,-, I w I, I u_ C-U) □ (_)" ,- ,.. 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' ''' w u. c-cn == LJ ' ' SEE SHT NO. 20 FOR WORK ON THIRD AVENUE DAHLIA AVENUE I I m '-T w O' CONSTRUCTION NOTES 0 PROTECT IN PLACE. ® SAWCUT, REMOVE EXISTING PAVEMENT AND CONSTRUCT 6-INCH THICK AGGREGATE BASE. @) CONSTRUCT 2 1 /2-INCH THICK ASPHALT BASE COURSE. @ CONSTRUCT 1 1/2-INCH THICK ASPHALT FINISH COURSE. ® REMOVE EXISTING DRIVE APPROACH AND CONSTRUCT DRIVE APPROACH PER CNB SID-160-L-A. @) REMOVE EXISTING CROSS GUTTER AND CONSTRUCT CROSS GUTTER, WIDTH;4', PER CNB SID-185-L. @ SAWCUT AND PLACE 4" THICK PCC BASE AND INSTALL RAISED TRUNCATED DOME TILE PER CNB SID-181-L ® REMOVE EXISTING CURB ACCESS RAMP AND CONSTRUCT CURB ACCESS RAMP, CASE H, PER CNB SID-181-L. @ REMOVE EXISTING CURB ACCESS RAMP AND CONSTRUCT CURB ACCESS RAMP, CASE I, PER CNB SID-181-L. ® ADJ.JST WATER VAf. VE BOX AND COVER TO FINISH SURFACE ELEVATION. R/W ·, I l 1 o· SCALE 1" ; 20' 50' 15' t. 15' * w '1N, '-EXISTING PAVEMENT___.,..,- 4• AC ON 6" AB TYPICAL SECTION NTS • AS SHOWN ON PLANS OR MARKED IN THE FIELD R/,W I 10' I No. 33277 Exp. 6-30-98 A <.I'~~ CIVIL~ OF cAt,lf..;;g- REVIEWED PRINCIPAL CIVIL ENGINEER R.C.E. NO, 56980 ' ''' w u. c-rn = 0 ' ' C-3963 ,~ CORONA DEL MAR 2; 0 STREET REHABILITATION PROJECT u DATE DAHLIA AVENUE m i.=:.:..;;=======;;.L ______ .:.:..::.:.:::.:.:.:.:.::.:.:.::.:.. ______ ..Js 1-,-DE=Sl=GN=ED_.=SL=+D_R_AWN---"'IKR=AC=.IIA CITY OF NEWPORT BEACH i--:.R.:.-..:5...:9;,.;:2::.;8:...-...:S'-I,~ CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 4 OF 22 d FT 4 AUG 2009 ~ tJW'I y Cl nw I ,.,. 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PAVEMENT PER DETAIL ON SHEET 22. 0 COLD MILL EXISTING AC PAVEMENT 2• MIN. 0 REMOVE EXISTING A.C. PAVEMENT AND BASE AND CONSTRUCT 4" A.C OVER 6" BASE COURSE (DIG OUT). G) PROTECT IN PLACE ALL CITY LANDSCAPE AND IRRIGA TlON FROM DAMAGE. @ CRACK SEAL PER DETAIL ON SHEET 22. 0 INSTALL GLASGRID 8502 PAVEMENT REINFORCEMENT LAYER. @ CONSTRUCT 1-INCH THICK LEVEL COURSE WITH 1 1/2-INCH THICK FINISH COURSE A.C. CAP. @ REMOVE EXISTING AND CONSTRUCT TYPE •A" CURB AND 18-INCH GUTTER , PER CNB SID-182-L. ® REMOVE EXISTING SIDEWALK AND CONSTRUCT P.C.C. SIDEWALK PER CNB SID-180-L. (@) SAWCUT FULL DEPTH, PLACE 4" THICK PCC BASE AND INSTALL RAISED TRUNCATED DOME TILE PER CNB SID-181-L. ~ REMOVE EXISTING CURB ACCESS RAMP AND CONSTRUCT CURB ACCESS RAMP, ~ CASE L, PER CNB SID-181-L. 9+00 @ ADJUST SCE/TELEPHONE/GAS MH/VAUL T, PULL BOX, VAL VE TO FINISH GRADE (BY OTHERS). @ PRUNE AND REMOVE TREE ROOTS. INSTALL ROOT BARRIERS PER aTY SPECIFICATIONS. AND TREE PROTECTION ZONE STANDARD. ® REMOVE AND REPLACE WITH NEW SURVEY MONUMENT FRAME AND COVER TO GRADE PER CNB SID-116-L. @ CONSTRUCT HEADER CUT @ CONSTRUCT AC PATCHBACK PER CNB SID-182-L @ CONSTRUCT LOCAL DEPRESSION PER CNB sm. 304-L. R/W 10+00 SEE SHT. NO. 16 FIRST AVENUE FERNLEAF 10' 11+00 12+00 AVENUE 50' R[W 15' t. 15' 10' ' I ~ ~ EXISTING PAVEMENT ~ TYPICAL SECTION • NTS • AS SHOWN ON PLANS OR MARKED IN THE FIELD No. 65329 Exp. 9-30-09 • <l'~~CIVl\.~ ~CA\,~ 13+00 • ""CALE 1" = 20' REVIEWED PRINCIPAL CIVIL ENGINEER R.C.E. NO. 56980 CORONA DEL MAR L L ,, I C. CL CL u:: □ L ' ' L C-3963 ~ C STREET REHABILITATION PROJECT 0 DAlE FERNLEAF AVENUE " i,:.:,;:_;==;;;;;====;;;&..-------------..-------lb DESIGNED PT DRAWN PT CITY OF NEWPORT BEACH t-,--~~---+-----1 CHECKED DAlE PUBLIC WORKS DEPARTMENT FT 4 AUG 2009 R-5928-S t 1--------1~ SHEET 5 OF 22 ~ "' t------+----+-----+----+-----+---+-----+----+-----+----+------+----+-------t-----+---------,----+----t------+----+------+----+-----+---+-----+----+----+~-~-+--------i108 w ~====t=====t======t======t======t=======t=====t======t======t=::::====t=======t=======t======t======t=====t=======t=======t======t======t======t======l====::::==t=====t======t=======t==:::::::=;;=E::;:,,-~101 -- ,, c::: CG rx:: c:: c6 t------+------t------+--------t------+--------1------+-------+------+-------+-----+-------+-----+-------+-----+------+------+------+------+------+--------t------+------~-➔~=~------+--+------+----~-~~~---108 --L_ I~) Z<( LJ_ "' -. 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L /,•?/:~4 ~'< '-. ,S../-: " "' -.... "' ()0 I I I I I I I I I I I I ', ' "Z c;, ' I • I • • ~ >>,,-~lti-:lsJ<.~W. ~:: '<iiJ CONSTRUCTION NOTES @ i}f ~~ ~~ CD PROTECT IN PLACE. @ REMOVE EXISTING CURB ACCESS RAMP AND CONSTRUCT CURB ACCESS RAMP, FE RN LEAF A VEN u E DH?i t:::: ~ 0 EDGE TAPER COLD MILL EXISTING A.C. PAVEMENT PER DETAIL ON SHEET 22. CASE I, PER CNB SID-lBl-L. ·r•·•'• ~ r,,. '26' REMOVE EXISTING CURB ACCESS RAMP AND CONSTRUCT CURB ACCESS RAMP, 21 L 0 COLD MILL EXISTING A.C. PAVEMENT 2" MIN. le) MODIFIED CASE I, PER DETAIL A ON SHEET 22. <12 <b" '- 0 REMOVE EXl§.TING A.C. PAVEMl;NT AND CASE AND CONSTRUCT 4• @ REMOVE EXISTING CURB ACCESS RAMP AND CONSTRUCT CURB ACCESS RAMP, • / , 0'1(' A.C. OVER 6 BASE COURSE (DIG-OUT). MODIFIED CASE K, PER DETAIL B ON SHEET 22. R/W 50, R 'W / G © CRACK SEAL PER DETAIL ON SHEET 22. ® ADJUST WATER VALVE BOX AND COi/ER TO FINISH GRADE PER CNB SID-511-L. ~ / / (!) INSTALL GLASS GRID 8502 PAVEMENT REINFORCEMENT LAYER. @ CONSTRUCT HEADER CUT J Y 10' 15' 11. 15" 10• 12 CONSTRUCT 1-INCH lHICK LEI/EL COURSE WllH 1 1/2-INCH lHICK FINISH COURSE A.C. CAP. 46 LOCATE JJNCTION STRUCTURE DECK, ADJJST STRUCTURE, MANHOLE -L!P. • LlP , - :J) C-3963 cl @ @ 3/8" (2A 8' 6X7X12). 8' ,,.(2) 3/8' @ REMOVE ,EXISTING AND CONSTRUCT P.C.C. STANDARD CROSS GUTTER, FRAME AND COVER TO FINISH GRADE. ""'t~1'""5:'°"" ---~~!!!!l!!!!\=~----~-~1 ~!!aEXl;;,Sll,a;;;NG PA'='ENT · / 1 / #---7·. .. . . . .. • WID1H=4, PER CNB SID-185-L. '--@) L, -----•~ _____.,.- ~R~E!!"!Vl\!!!'EWE!!!!!!"D----------------------------1~ c; @) SAWCUT FULL DEPlH, PLACE 4" lHICK PCC BASE AND INSTALL RAISED • 13, ~13,, 16 TRUNCATED DOME TILE PER CNB SID-181-L. 1cV ® REMOVE EXISTING CURB ACCESS RAMP AND CONSTRUCT CURB ACCESS RAMP, TYPICAL SECTION CASE H, PER CNB SID-181-L. ~ "'SCALE 1 • = 20' NlS • AS 910\IIN ON PLANS OR MARKED IN THE FlB.D • No. 65329 • Exp. 9-30-09 ~c1vn.-{tj, ,...___OF CALW_:;.,:;, PRINCIPAL CIVIL ENGINEER R.C.E. NO. 56980 CORONA DEL MAR STREET REHABILITATION PROJECT n ~ b DATE FERNLEAF AVENUE 'iS a,:.;.,;,:_;==;;;;;;;====➔---------------------lci lccD=Es=IGN=ED_~PT'tcD=RA~WN~PT_-1 c1rv oF NEWPORT BEACH --=R=-,...s_9_2_s_-_s ..... ~ CHECKED DATE PUBLIC WORKS DEPARTMENT Sl£ET 6 Cf 22 °, FT 4 AUG 2009 101 100 L.J :;;: r-- --------i--__ --- L L '' " ---r--u ... L.J "' et:: 'iii S's L.J ---,----~- ---i---- c:_-., r.--. CJ --'---_J _j ---C ,-.. i --'-----'---,-) r··-) L . ( ·, -j ,., V) v; LJ_ -- -- - .. , --··· -" -··- Y1 .,---, S O.• % It) + V) L . CX) 1·-. . .. ~ '~ -- LJ.... (i) ,·, -- -r _ _; J , • , .... -' ... , .. .... ' - 111rn:, JL L 1 rLUff Ul'tC. r----- -----+-- --- L V) ~ i'.' I"') l" ;...:;; ,n -~--, f_) -- AT, --,-... - V) LJ.... ,, ' "' ~ 102 103 ~ 102 S! -102 101 l---~,..,-'-✓-----+-9,--·----+='---+--------t------t----+--------+---··-t------t----------t-------t-------r--------,------,------r,'.T';----::::7: 101 ,.,,,,,,, _J ) (_) " 1-I' r<) _J ·, 1 oo ~=Em =====±i'!:=: :::::::::::::::::::t~===t======t==========t=====:t====:::::::::t==========$========$=====t==============$======1=====F==========l=====F========r====~ c:, ;:::: I I "' ___ ~ __ l ~ CONSTRUCTION NOTES @ PROTECT IN PLACE ALL CITY LANDSCAPE AND IRRIGATION FROt.t DAMAGE. @ SAWCUT, REt.tOVE EXISTING PAVEt.tENT AND CONSTRUCT 6-INCH THICK AGGREGATE BASE. @) CONSTRUCT 2 1 /2-INCH THICK ASPHALT BASE COURSE. ® CONSTRUCT 1 1 /2-INCH THICK ASPHALT FINISH COURSE. @ REMOVE EXISTING AND CONSTRUCT TYPE "A" CURB AND 18-INCH GUTTER , PER CNB STD-182-L @ REPAINT RED CURB WHERE RED CURB WAS REMOVED AND REPLACED. CONTACT CITY GENERAL SERVICES DEPARTMENT FOR PAINT SPECIFICATIONS. ® REMOVE EXISTING SIDEWALK AND CONSTRUCT P.C.C. SIDEWALK PER CNB STD-180-L (§) SAWCUT FULL DEPTH, PLACE 4-INCH THICK P.C.C. BASE AND INSTALL RAISED TRUNCATED DOt.tE TILE PER CNB STD-181-L @ ADJUST WATER VAULT TO FINISH GRADE. ® ADJUST WATER VALVE BOX AND COVER TO FINISH GRADE PER CNB STD-511-L @ ADJUST SEWER/STORM DRAIN/WATER MANHOLE FRAt.tE AND COVER TO FINISH GRADE PER CNB STD-111-L. @ REt.tOVE EXISTING A.C. PAVEMENT AND BASE AND CONSTRUCT 10" A.C (DIG OUT). I I 8+00 L 9+00 10+00 I I _[ J" • T 5/ . I GOLDENROD 50' I ! 10' 15' 15' I 3/8" LIP I * ···~ '1 16 • 13 * * '1ii1, '--EXISTING PAVEMENT_..../ 4' AC ON 6" AB TYPICAL SECTION NTS • AS SHOWN ON PLANS OR MARKED IN THE FIELD 11+00 PROFILE SCALE VERT. 1"=2' HOR. 1" = 20' 12+00 L 0 I I I I I I I I I I It It • l" • • l" l" " 10· 38' AVENUE R/.W ., ! No. 33277 Exp. 6-30-98 _ ~ <l'~ CIVl\...a OFcAL'if..;;;? I t I a I 0 LO + N ..... C-3963 - '' ~ y './1 = c...J (_j :_ii :.J.""I :·-1 Cl .J.J '..L □ -.-, ,~, T1 --( T '' '.l'. ~ ~ ·' '.l'. LJ :JI ~ '' '..L ' u u ' CT• C '' n -::....:i "'R"'E"'Vl"'EWED='----------------------------ic;! PRINCIPAL CIVIL ENGINEER R.C.E. NO. 56980 CORONA DEL MAR 8 u u n STREET REHABILITATION PROJECT :=l J;. DATE GOLDENROD AVENUE T, a,:;.~==;;;;;;,;;;;;;;;===➔------------"'T"-------1?, DESIGNED SL DRAWN PT c1rv oF NEWPORT BEACH R-5928-S r "==~---+==-~--1 t-==------!F"' CHECKED DATE PUBLIC WORKS DEPARTMENT Sl£ET 7 OF22 n, FT 4 AUG 2009 102 101 '~ 103 102 - 0 102 101 ' r:-: --- -- ---- 0 :);_I ---(/") "-'" ---- L - L 13+00 0 u -"' ----LJ_ rn ,r N N "' "' N "' "' --:,, 1,.,,-"'" --I ,. (f) ( ' N ul ---" c» c-: c; c-, 0:: -0:: --.... --ID - -, 14+00 SEE SHT. NO. 14 FOR WORK ON SECOND AVENUE ---- ,,.. ,-,---, "-'' ---L - --- UJ • -- . -. I I I I -/ ■ -I -0 --:;:; "' __.'°"_. I - I I I I - " ' - 15+00 ... I I I ' - - ,-, --- - "-' LJ_ -- - - -- ---- _, - --- 16+00 - V> ' , , / ; , - - V > 0 - " -· --" "' -- V> -' ----- LJ_ LO L - V> -- LJ_ PROFILE SCALE VERT. 1" = 2' HOR. 1" = 20' 17+00 ~ ! ~ ! ~ ! t : : c~ : ~ ! ~ ! ! ! ! ! ! ! r-- ,-' (:,) 00 CO ·---·-) ( ) .------ -- ,, w 7 - 18+00 ID ...., --- 109 108 109 108 109 108 0 I I I ~J I I g: I I ~ I ~ I I I 2747 ; lJ _ l l ) 1~1 J§ ;~J\_ (2i) ® /W'J'"" l _"" l_J g l ! " l :! _J ', a l ~'r; ilsc ~ "'' j Cl) 1:---=-=2---1 .... · =c_j---._....._....= ......... l.._....._....._..==~25-;--±-=-=--1}-~.,7~ bj ••• _....~ ....... =----.._...--____1\-==--------------===''--c_i'=--===-------1--:2'---""l"-=-===--=-~_..6;;;,.-t---=-=-=._....==__...,,_,----2';--· ----l"'"==-=-=-== ....... --1--;2';--~--t-===-~_..----- ------i===i;;--.-'==""""";----±-- -, / I ' \ i,j , ~j L; V ' ~] t.i , D -J ''f;~ ["i C.) [) (j (;~ () ']I\ ~ Yl10l I EJI ::-:---.. ................ ........... . ··············"· ............ . ........................... ··········"""""""'"'" ········· w z _J - _J ___,#ff -~ @) \ . ........... ,. ................... . ...... ,., ....... . •·•·•••·••·•••·•·• 15 o 16 . ........... ,., .. . .................. 6X30 q/ "'® "'® "'® ----,o ---~' ---~' ----_I -----~•----~' ---~' ---- -/EX 18" CIP ®\ w , /, 17 g 10 11 -'in - ' ,-----~----.µ..c:~---"' ®To ,t. w 'in -32 ,/, .... 31 I 11• = t11 1 ~ 21· 1 c1 1 r 0) tJ ~, ~ I ~JJ '" \\ / C) l=--=l=--===i=g==•=l-====-=-=-==l:=-=--=--===-=c--;-1 .:• C/iq,. ::::t=--===-~ -----=--=-==cl=---=--=c===c--;;;;c--;;;;;:--::==~ -__ c:::;-:::::-::.. --'=~c.......-111_-_f ____ .. _ - -~--- -------~---- ------~---- -----' ,, -;? ~ t ~ .... ~ t @ •·• ••• ~ § 66' "' b5• ~ x @r. --,,,\ ~ ~ ~ ,. -~ -ex, 10' 15' 15' 10' \@) g: ~ I g I ~ I I 2801 R/R RAMP \ o I I I I <C&G> 20 CONSTRUCTION NOTES ® SAWCUT, REMOVE EXISTING PAVEMENT AND CONSTRUCT 6-INCH THICK AGGREGATE BASE. @ CONSTRUCT 2 1/2-INCH THICK ASPHALT BASE COURSE. ® CONSTRUCT 1 1/2-INCH THICK ASPHALT FINISH COURSE. @ REMOVE EXISTING AND CONSTRUCT 1'fPE • A'" CURB AND 18-INCH GUTTER , PER CNB STD-182-L I I @ REMOVE EXISTING AND CONSTRUCT P.C.C. STANDARD CROSS GUTTER, 'MDTH = 4', PER CNB STD-185-L @ SAWCUT FULL DEPTH, PLACE 4-INCH THICK P.C.C. BASE AND INSTALL RAISED TRUNCATED DOME TILE PER CNB STD-181-L ® REMOVE EXISTING CURB ACCESS RAMP AND CONSTRUCT CURB ACCESS RAMP, CASE H, PER CNB STD-181-L @ REMOVE AND REPLACE EXISTING TRAFFIC SIGNAL LOOP DETECTORS. @) ADJJST WATER VAULT TO FINISH GRADE. ® ADJUST WATER VALVE BOX ANO COVER TO FINISH GRADE PER CNB STD-511-L ® ADJUST SEWER/STORM DRAIN/WATER MANHOLE FRAME AND COVER TO FINISH GRADE PER CNB STD-111-L 5' SCALE 1" = 20' : I I i 1 • i GOLDENROD R/W ·, >-w _J _J <( AVENUE 50' I ! 10' 15' <i_ 15' 10' TYPICAL SECTION NTS • AS SHOWN ON PLANS OR MARKED IN THE FJELD /, R/,W I I 4> 0, I w u'. ,_, C m T w LL c-,, ' ,, ' '' c-,_n 2 LJ '' C-3963 'c1 ----..-..,j:;.~------------------------1'-' .., u REI/IE WEI)___/ PRINCIPAL CII/IL ENGINEER R.C.E. NO. 56980 CORONA DEL MAR STREET REHABILITATION PROJECT c.n n DATE GOLDENROD AVENUE co a:;.:.=.,;;==;;;;;====.1----------------------1'~ DESIGNED SL DRAWN PT CITY OF NEWPORT BEACH R-5928-S ~ --=~~---+-------1 CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 8 IF 22 -,□,. FT 4 AUG 2009 71 69 71 69 71 69 u r;-, C7> -- • C:J <O P" 0 u.l z (!) u.l ..., .... -- / ~XISTING NW'LY FL W LINE-/ -" u ------- ,L ,u n '.''. EXISTING SUR ACE AT CENTER LI E , -- ~ :/. t') ·T o; :7; -- (0 0~ r--. ,_: re ...... (J..; t:.: EXISTING S LY FLOW LINE----.. • -------- L L L . ~ ·- ~\j ~/ LL I '2'. .. ,,,,,.. .,,,,,,,.,,,,. - I N . .-; cc LJ_ Li.I u_ ..---,_ J Q) CU . ' ,· l.\ -, , _,,,,,,,,,,.,.,,,., fl> ::.n .,,,,,,,,..,,,,,. IJ"> :_n m :n L - I..;; ,,, a. --- .-, %\ . ./ .JI',,,-> u ------ L , ' - cD L cc ......... , .. fl> J) 0 :) :_n -- u.. LO :n 00 C"l 101 Vl' 99 0 ,,, • u_: 101 99 r----------~6;:+0;0;------.....l...------l.----:;7+~0~0-----....L-----L---:8~+=oo:---.....L------L-~9:r+~oo=====::r======1==01+0::o==r==::t======L-----------_J~ 11+00 ~ PROFILE SCALE VERT. 1" = 4' HOR. 1" = 20' ' ' ' ' ' ' CONSTRUCTION NOTES 0 PROTECT IN PLACE. CD EDGE TAPER COLD MILL EXISTING A.C. PAVEMENT PER DETAIL ON SHEET 22. Q) COLD MILL EXISTING A.C. PAVEMENT 2" MIN. @ PROTECT IN PLACE ALL CITY LANDSCAPE AND IRRIGATION FROM DAMAGE. © CRACK SEAL PER DETAIL ON SHEET 22. 0 INSTALL GLASS GRID 8502 PAVEMENT REINFORCEMENT LAYER. @ CONSTRUCT 2' THICK FINISH COURSE ASPHALT OVERLAY. @ REMOVE EXISTING AND CONSTRUCT TYPE "A" CURB AND HI-INCH GUTTER , PER CNB STD-182-L ® REMOVE EXISTING SIDEWALK AND CONSTRUCT P.C.C. SIDEWALK PER CNB STD-180-L HELIOTROPE ® PRUNE AND REMOVE TREE ROOTS. INSTALL ROOT BARRIERS PER CITY SPECIFICATIONS. AND TREE PROTECTION ZONE STANDARD. @) CONSTRUCT HEADER CUT @ CONSTRUCT AC PA TCHBACK PER CNB STD-182-L @ REMOVE EXISTING AND CONSTRUCT P.C.C. STANDARD CROSS GUTTER, WIDTH = 4', PER CNB STD-185-L @) SAWCUT FULL DEPTH, PLACE 4• THICK PCC BASE AND INSTALL RAISED TRUNCATED DOME TILE PER CNB STD-181-L @ REMOVE EXISTING CURB ACCESS RAMP AND CONSTRUCT CURB ACCESS RAMP MODIFIED CASE I, PER DETAIL A ON SHEET 23. ' R/W 50' 10' 15' 15' ' I ~ EXISTING PAVEMENT :___/ TYPICAL SECTION NTS • AS SHOWN ON PLANS OR ~ARKED IN THE FIELD AVENUE R/.W 10' • 13 • No. 65329 • Exp. 9-30-09 <I';; CM\,~ ~'-"CAL~ REVIEWED DATE PRINCIPAL CIVIL ENGINEER R.C.E. NO. 56980 • Q,CALE 1" = 20' C-3963 CORONA DEL MAR STREET REHABILITATION PROJECT HELIOTROPE AVENUE J", <C _L I ::..) ::__n :n n u, C ~ LJ □ 1-,-DE=si_GN=ED_..:...PT:..i.D-RA_WN___:_PT'-----1 CITY OF NEWPORT BEACH CHECKED FT DA~ AUG 2009 PUBLIC WORKS DEPARTMENT R-5928-S 5 l--=------1 ,-, HET 9 OF22 ~ 0:: 0 0 t-----+----+------+----+------+----+------+---+------+----+------+----+-------+----+-------+----+----t-----+------=t"-'+-----+----1 108 --.-~====t======+======t======l======t=======t::======+======~====t======+======t======l======t=======t::======+======~====t======+====;;_ :::::2---~====~~=1107 ·-,, .. -···-... ' ... --- 0:: ii, 0:: w 0:: 0 / -/ - z ..... c::: - -z_ 1001----_-+-----~~-----r~---==l="/==--~,=-,=,;=-=.:=-=-+~-c:::----+c-;------+-,------h·-· ____ t+v~_~-----+r .. ~ .. -B~~.-+--+~~:--+-':,--------+---~-----=~__.~~~ .. 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'\. ~-,-~ :·~ --- ·-. --' ~J; •,. ,., VJ 1 ·:_:=,--LL I '!:: • J ~ er: ---·-U.1 ..... 0-) ..---'T V c· 0 C; - \ ------ ,· . c.: "' .. 0 • - -- -. --· --------------' -t.U 99b~~===;c.:;$~ 1 <'===~~m.F===~~$~E===t~·~~2===:::::;~!.e···~··===~~*,;'::::::::::::::::::::::::~*~=·===:;;;;;;~:t;~~~~~-*-=·====t=====*====*===~⇒2~~-:::::::~-~--~-====~·~·====*C=• ====t=====*=====*====~ h '.)l ( --; ..... --- Q Q -~-: C u ~ ~ ~ ~ t.J\1;)111,u )t. .Y t-LUW UNI:. -i--..._ ----I r· , ------------- :;., ------~ G::'. _[_ I~ 100S:·====E====E===2;;::=====E=====E===;;~-~-==~:::::::::::==l~7 ====E====E=======E===· =====E-:::::::::::==~====E====E======l======E=====E====E====l -----------~c ,-i ~ \-..::.: ~, _, ---------. ·::----; c:i .. _,, 99..,,,,,.----+--~---r=-----+,------+-~----+=----t'-'-----+=~,----+''~~------,----+----+-----+----+-----+-----+-----+----+------+-----+------i _j L _J s- ,_,: LC.: PROFILE SCALE VERT. 1" = 2' HOR. 1" = 20' 107 106 105 104 ._ _______________ J;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;t;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;l;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;t;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;t;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;t;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;t;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;t;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;t;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;t;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;t;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;t;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;t;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;.1.... ______ ...t;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;t;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;t;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;t;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;t;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;l.... _________ _. .; 11+00 12+00 HELIOTROPE ~ <O ~ + N 13+00 t '-" t ~ 14+00 SEE SHT. NO. 14 FOR WORK ON SECOND AVENUE I 10' I 151 -15' T 5 • 15+00 AVENUE ~ ~ ~ ~~~~~?i{if?: t:'l:ii'./(;. "•,;7.;;.0 \ ii~!/?~ S::'/if~;~:~1/,/ if J. •. ~;:;,;7.;,.0 .,/:'i!Z : '\~%1' :~ ~ >-_:-, _, ___ .1-{sYi'fii'/, .,__ 1~ 12Y45) , ____ .1-____ COMMERCIAL 1~ 13X45) -, ____ .1-____ , "' _ 1~ _ , ____ .1-___ rsi.1 x12y ~'f,(j~~~ LU / "' DRIVE APPROCH (18)_ /\_13X45) EX a• ACP / ';'.<7 / ~ ~~~~~~~:Vi ;2:<;0~; Jt:.!7f .(; .. ~i;{~ ''l~if:, _:;;:~/ _'Jf .~~:_i; r,;f ~,;'0~7;, :twr:t,f ~, "'.~ ~ ~ 7 ~ T ~ ~ T ~ 7 ~ 1 : :~ ~ ~ ~ -" o I I I I EX 6" VCP.J_.....,,-~I' EX 6" ACP f:: ':r I I I I I I ,~ I a I I j I : ...... ...... CONSTRUCTION NOTES (D PROlECT IN PLACE. 0 EDGE TAPER COLD MILL COLD MILL EXISTING A.C. PAVEMENT PER DETAIL ON SHEET 22. 0 COLD MILL EXISTING A.C. PAVEMENT 2• MIN. © CRACK SEAL PER DETAIL ON SHEET 22. (!) INSTALL GLASS GRID 8502 PAVEMENT REINFORCEMENT LAYER. @ CONSlRUCT 2" THICK FINISH COURSE ASPHALT OVERLAY. @ REMOVE EXISTING AND CONSlRUCT TYPE •A" CURB AND 18-INCH GUTTER , PER CNB Slll-182-L. @ REMOVE EXISTING AND CONSlRUCT TYPE "8" CURB AND ® REMOVE EXISTING SIDEWALK AND CONSlRUCT P.C.C. SIDEWALK PER CNB Slll-180-L. @ REMOVE EXISTING AND CONSlRUCT P.C.C. RESIDENTIAL DRIVEWAY APPROACH TYPE I PER CNB Slll-162-L-A. Q REMOVE EXISTING CURB ACCESS RAMP AND CONSlRUCT CURB ACCESS RAMP, ~ CASE H, PER CNB Slll-181-L. @ REMOVE EXISTING CURB ACCESS RAMP AND CONSlRUCT CURB ACCESS RAMP, MODIFIED CASE I, PER DETAIL A ON SHEET 22. ® ADJUST WAlER VALVE BOX AND COVER TO FINISH GRADE PER CNB Slll-511-L. ® PRUNE AND REMOVE lREE ROOTS. INSTALL ROOT BARRIERS PER CITY SPECIFICATIONS. AND lREE PROlECTION ZONE STANDARD. @) CONSlRUCT HEADER CUT @ CONSlRUCT AC PATCHBACK PER CNB Slll-182-L R/W 10· >-LU __J __J <( 50' 15' 15' ' I ciil'io ~ EXISTING PAVEMENT :__/ TYPICAL SECTION NTS • AS SHOWN ON PLANS OR i.tARKED IN THE FIELD 10' R/.W 13 45 I • No. 65329 • Exp. 9-30-09 '1:_~?.a> CIVIL ~ Q;'C>J,,~ REVIEWED PRINCIPAL CIVIL ENGINEER R.C.E. NO. 56980 I I I 16+00 7 ~ -' _;_:_; I ~ . ' :..L './) D :_n :::,, C-3963 r1 -, CORONA DEL MAR STREET REHABILITATION PROJECT DATE HELIOTROPE AVENUE a.:;.:.=.,;;==;;;;;;;====-1---------------------1□ DESIGNED PT DRAWN PT CITY OF NEWPORT BEACH R-5928-S c, lccc=~~-'-+=~~~----1--------1~'.') CHECKED FT DA! AUG 2009 PUBLIC WORKS DEPARTMENT Sl£ET 1 Q CF 22 = 74 73 0 c:; X a r- --_.a.--/--, ~ u. r::: r -0.. L t.l ~I""' l'lffLT ~LUW LINE-------... ,,, "\,,, .. CD r,·--- ;.,r ' - r--- ' r-·: ,. -/ -,,,,,-:;;. - ' u. -- :J) i,.'. ' ·-.. ,---·--·-... " -- '. en ,_11 - ('.) .---Ul • LC:, 00 ,l..\'_ "86 .... ~ ~ ::-: 74 t=====i-~i~~=···=·==~=t========i5ij======~~:========~=====~-~~-~=~,,~:~=========i~~,========j==========i================================+==========+================================~==========~===============================j 73~~~~~mlL~~~~~f,~~~~~~~~~~~~-~-~-~-12,~~::::::::::::::::i:~~::::::::::::::::::::::::::::i,··~::::::::::::::::::::::::::::~::::::::::::::::::::::::~::::::::::::::::::::::::::::~;====PR=O=F=IL=E=S=CA=L=E====1=:=:=:=:=:=:=:=t:=:=:=:=:=:=:=,t:=:=:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::~:::::::::::::::::::::::::::::::::::~:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::~ _! ' :, VERT. 1" = 2' (", HOR. 1" = 20' L------~~~:::::::::::::::::::::±::::::::::::::::::±:::::::::::::::::::::::::::::::::::::::::::::::::::::~~:::1...._:..:.:.::....:._::.__---1::::::::===:±::===:=::±::::::::::::::::::::::::::::::::::::::::::::::::::::~~::::::±:::::::::::::::::::::::::::::::::::::::::::::::::::::~~----1: 8+00 9+oo 1 o+oo 11 +oo I~ 7+00 CONSTRUCTION NOTES CD PROTECT IN PLACE. I I I o +\ I ,::, I <' 111\1 111 111 I I I @ EDGE TAPER COLD MILL EXISTING A.C. PAVEMENT PER DETAIL ON SHEET 22. 0 COLD MILL EXISTING AC PAVEMENT 2" MIN. SEE SHT. NO. 17 FOR WORK ON FIRST AVENUE <O I I~ \ ', \ I I \ I ', : : : : : : : I [/{;/ rii~ : " , i: -\ II .~~ L..=== " ~ =---..._...==-=--=---'---_ _ ~ __ -----'-: r,o .. ~ 1 ,.. 1 ~-:~e/~,i'\<® ,.-@ -~ i -~ ~ L /' ('g)t ,I : (-.i'i , ~ ,, -_ ~ l~{'\!YW!@\l)) " J o , , , ::. fl , , • " "\'i, ''lil""'"?' .. /iii Ji'ililil'''':: ii[;i'ilii 1,1,L P . ,, , . . : • \ ~ N ..- 11, 5 G Ill Ill~ l/ . ,.,ti•• •·. •/~ •.. • /~;•/:.;Vf".:4 /;.<<~>· ... :• /:~~>••··••·· .. • /;~J<. }J<(J<S /;~,.• ;~~~•••; ./%>f./fJ': • i ,/;: %%;,( /:.•:>;;<{.<;/ ... ;~;%/':. ;. . .. : r(,~:~~ rJ~%.1. •l'!~ L.J .. I~/ .••. ~7t1}••1 ;:;;;x ~~~: •,J ; ~ 1 1 ° • • ;;,;;;.;// • );;/)/;1, ~ R'CP:• / • • • • • "·\· )4,/: • .---EX 12 VCP/ i'/_ Y12Y 11,~---~1,l"'r•{·.l4J;t1o•, 7 11, _ .'.-,•."'"·. _L ____ ~ _ , _ 1sr1112Y' ___ 116·1-----~ _ , _ ,_ -.~"9;;, .......... ,.31'"''~ : I, -1s1 ·-~ 1, 11 ~~ ;/ ·.!( 12:•;1 EX ABANDON 48" RC~ r I EX 18" RCP-..-1 ~X 4~ -~ - - - - - - - -f-- - - --~ - - - - - - -7-:. •.0-=: -,. I"" ~i';w;?'Z j•s/ n •'":;. / . ' • ' -f f;:;'pr• ~ _J \ :: :;;r;;x~/J;cJ!'!~·. ;,; ;;,v, ;;r;c;;;,~ ~ /A7"·1e11<~:t:1;,¼~-~/•t ,~ ": ~-:zz ~. ~ !;/7/ / ;,; ~;x0,~;;;,;;;;x•1;:"".,-,; •:;c;~;[~!\i,i:J.'::i,r.0"~~0; 'm0P";: ~ I ' I I I I I ' I I I I I II '. I I I I I I /• I V' • @ SAWCUT FULL DEPlH, PLACE 4" lHICK PCC BASE AND INSTALL RAISED TRUNCATED DOME TILE PER CNB STD-181-L. ,.:;;-,, REMOVE EXISTING CURB ACCESS RAMP AND CONSTRUCT CURB ACCESS RAMP, ~ CASE H, PER CNB ST0-181-L. IRIS 1V R/W AVENUE 50' 10' 15' t. 15' 10' R )V J 7 D 7 <l ll <( I '' 7 J) '·' u C I @ PROTECT IN PLACE ALL CITY LANDSCAPE AND IRRIGATION FROM DAMAGE. ® CRACK SEAL PER DETAIL ON SHEET 22. ® ADJUST WATER VALVE BOX AND COVER TO FINISH GRADE PER CNB ST0-511-L r.:;,, AD.AJST SEWER/STORM DRAIN/WATER MANHOLE FRAME AND COVER TO '::!:;.I FINISH GRADE PER CNB STD-111-L. C-3963 0 C 0 INSTALL GLASS GRID 8502 PAVEMENT REINFORCEMENT LAYER. @ CONSTRUCT 2" lHICK FINISH COURSE ASPHALT OVERLAY. @ REMOVE EXISTING AND CONSTRUCT TYPE "A" CURB AND 18-INCH GUTTER , PER CNB STD-182-L ® REMOVE EXISTING SIDEWALK AND CONSTRUCT P.C.C. SIDEWALK PER CNB ST0-180-L @) REMOVE EXISTING AND CONSTRUCT P.C.C. STANDARD CROSS GUTTER, WIDlH 4', PER CNB STD-185-L @ ADJUST SCE/TELEPHONE/GAS MH/VAUL T, PULL BOX, VAL VE TO FINISH GRADE (BY OlHERS). @) EDGE TAPER COLD MILL EXISTING P.C.C. PAVEMENT PER DETAIL ON SHEET 22. @) PRUNE AND REMOVE TREE ROOTS. INSTALL ROOT BARRIERS PER CITY SPECIFICATIONS. AND TREE PROTECTION ZONE AREA. @ CONSTRUCT HEADER CUT @ CONSTRUCT AC PATCHBACK PER CNB STD-182-L ® LOCATE JUNCTION STRUCTURE DECK, ADJUST STRUCTURE, MANHOLE FRAME AND COVER TO FINISH GRADE. SCALE 1" = 20' TYPICAL SECTION NTS • Af!, SHll\ffi ON PLANS OR MARKED IN 11£ AELD • No. 65329 • Exp. 9-30-09 ~-crvn.J~ ~e ~ CALlf= '' □ .. ,..,,,,=-------r--------------------1-..0 .., -..0 RE'v1EWED :\ PRINCIPAL a'v1L ENGINEER R.C.E. NO. 56980 CORONA DEL MAR STREET REHABILITATION PROJECT □ u u L 0 ~ n n > DATE IRIS AVENUE '.D i.::::.:.:..;;==;;;;;;;;;;;;;;;,;;;;;==1------------"T"-=--=-=-::-=--:::, □ DESIGNED PT DRAYIN PT cITY oF NEWPORT BEACH i-:-R..;.-,..;:5;..;:9;.;;2;;.;a:;_-..;;;s;,...i~ CHECKED DATE PUBLIC WORKS DEPARTMENT HET 11 OF 22 CJ FT 4 AUG 2009 ~ 1¥ 86 85 " .. " -~ 87 86 ~ = . --= u: ·: '~ . _, 86 ' 85 ~ L "' -h ~ 11+00 ..... ..... ' :]·, :;_:, -- VJ . - ~ U) '" . . --- '' ~ . ;) ;(; "' I ;(; U1 i) Q,CALE 1" ; 20' CONSTRUCTION NOTES G) PROTECT IN PLACE. 0 EDGE TAPER COLD t.llLL EXISTING A.C. PAVEMENT PER DETAIL ON SHEET 22. ® CRACK SEAL PER DETAIL ON SHEET 22. (!) INSTALL GLASS GRID 8502 PAVEMENT REINFORCEMENT LAYER. @ CONSTRUCT 2" THICK FINISH COURSE ASPHALT OVERLAY. @ REMOVE EXISTING AND CONSTRUCT TYPE "A" CURB AND 18-INCH GUTTER PER CNB STD-182-L ® REMOVE EXISTING 's1DEWALK AND CONSTRUCT P.C.C. SIDEWALK PER CNB STD-180--L t:;;\ REt.lOVE EXISTING CURB ACCESS RAMP AND CONSTRUCT CURB ACCESS RAMP, ~ CASE H, PER CNB STD-181-L. @ REMOVE AND REPLACE EXISTING TRAFFIC SIGNAL LOOP DETECTORS. 0 0 + ..... ..... ® ADJUST WATER VALVE BOX AND COVER TO FINISH GRADE PER CNB STD-511-L ~ ADJJST SEY1£R/STORM DRAIN/WATER MANHOLE FRAME AND COVER TO '61 FINISH GRADE PER CNB STD-111-L @) PRUNE AND REMOVE TREE ROOTS. INSTALL ROOT BARRIERS PER CITY SPECIFICATIONS. AND TREE PROTECTION ZONE STANDARD. @ CONSTRUCT HEADER CUT @ CONSTRUCT AC PATCHBACK PER CNB STD-182-L c,;-.. LOCATE JUNCTION STRUCTURE DECK, ADJUST STRUCTURE, MANHOLE I;::;) FRAME AND COVER TO FINISH GRADE. .... "' 0 IRIS R/W ,, 12+00 I .,. tg '' ' "-LJ_ ... -- .... ,, "- D f V Cl I -. --.. PROFILE SCALE VERT. 1" = 2' HOR. 1" = 20' (/) ". -- ,, --- a. + z >- CD • J) = ~ ...., ::'.) ---- 13+00 50' 15' 1~ - t. - 29 15' 3/8" (2\. 8, /i 6 X 7 J..1~ , UP f----=:/----"; '~~---/ ..._,,. --' r Ef:llc~(TIJ -----1,~ 1 ~ EXISTING PAVD.tENT ..:.______/ W • 13 TYPICAL SECTION NTS • AS SHOWN ON PLANS OR MARKED IN THE FIELD -- 8' /\2 .L -- ' L ' L 31 -- - (.!) a. _, 1 ---------- • 13 -- ,-. '' / (.J u ' "., ,z 87 86 87 86 85 84 14+00 ;;71~~-~ '>-. '>-. R/JI 10' - . I l:_n .-J_ '' .LI ::r..: :n -, '' .LI :.L J) _n C-3963 cl ~ <l =~---.------------,~ REVIE'l,£D d PRINCIPAL CIVIL ENGINEER R.C.E. NO. 56980 CORONA DEL MAR STREET REHABILITATION PROJECT ' b ~:::: ~r-·, ~~;AE:~1GN=rn~;;;;PTT.o~RA;;:;WN~PT=+c:::1T::v::--::::0:::F-:N:::E~w;--;;P:::;o~R;T;:-;;-B~EA~c;::;H~1R~-s~g5'.25Rs-Js~; 1-cc=HE=CK=rnac--~t;;-DA;-;TE;=-----, PUBLIC WORKS DEPARTMENT SHEET 12 or 22 ° FT 4 AUG 2009 IRIS AVENUE -----------r----ID ---,, ------,, --- ~::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::=t::::::::::::::::::::::::::::::t::::::::::::::::::::::::::::::i===::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::=t::::::::::::::::::::::::::::::t::::::::::::::::::~;::=t,,,,~✓::::::::::::::::::::::::~>~-~ ::::::::::::::::::::::::==$:~~;::::::::::::::::::::::::~::::::::::::::::::::::::::::::==$~~-'~,:'::::::::::::::::::::::::::::::tt~•-i :::::::::::::::J;:c:f··-"=t=i~====~==t~:;::::::::::::::::$·~~ :::::::::::::::::::::::::::::::~:~: ::::::::::::::::::::::::~-~-=-~==-~=;~~~;::;;:=1:~5t_~::::::::::::~,;,::$::::::::::::::::::::::::~ 91 _/ , _ ,_ Ci', c·,.1 _j • ' -- / C EXISI NG NnLY FLOW LI E------....., / 10 _,, .. 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C • tj-C• C··,I "'-.I 1:--i , n. -• ,._,, I , ,~ '.'-" •. , _/ ' ._,-,., Io_>~ rs , _J \ .. .Cl :..;; G~ '...i) '..)1 ,_,) :J -I/ A .,_, _/ ---'---·-•• ,_ '' X <!> _,-/ ~ LL ..., N c-J o:3 00 / / / ' L 79~::::::::::::::::::::::::::::::::::::~ojwl==;~-,r~_,::::::::::::::::::::::::~::::::::::::=;;,2'~/~,::::::t;~t·===~~u6:E:~,,'~,::::::,.,,='::::::::::::::::::li 0 ;:::::::::::::::::::::::==::::::::::::::::::::::::::::::=f:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::f=::::::::::::::::::::::::==F::::::::::::::::::::::::=f::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::f=::::::::::::::::::::::::::::::F::::::::::::::::::::::::=f::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::f=::::::::::::::::::::::::::::::F::::::::::::::::::::::::=f::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::~ - - - -'y,111' ..,. :D /, :Y.J , 78f--------~~,,,,+,~-~"'-------g:RJ'---------l-/,.:../----t-----Mt~'.~:,----~~"'------+--------l------+-----------+------1------+-----------t------1--------t-----------t------i------4----------, f'J ~} I 00 . -/ m ----_J 79t===::::::::::::==:::::::t~::::::'.:::::::±±o ::::::::::::t===::::::::::::::::::t::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::t===::::::::::::::::::::::::t::::::::::::::::::::::::=t=:::::::::::::::::::::::::::::::::::::::::::::::::::::::::t=::::::::::::::::::::::::=f===::::==:~~===,:=::::::::::::::::::::::::=t===::::::::::::::::::::::::~::::::::::::~::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::l==::::::::::::~::::::::::::::::::::::::=F=::::::::::::::::::::::::::::::::::::::::::::::::~ '.~: PROFILE SCALE 78 1--------+"'~------+--'---,---+------+-------------1-----+-----t-----------i----------i VERT. 1" = 2' ;: HOR. 1" = 20' l---------___l;;;;~~~~;;;;;±~~t;;;;;;;;;;;;;~;;;;;±;~~~~;;;;±;~~~~;;;;±;;;~~~~;±;;;;;~;;;;;;;;;;;;;j--------l~~±;;;;;~;;;;;;;;;;;;j;~~;;;j;;;;;;;;~~~~;;;;t;;;;;;;~;;;;;;;;;;;;;t~~~~~~~;;;J..._------1~· 12+00 7+00 8+00 9+00 10+00 11+00 I I I ' I CONSTRUCTION NOTES CD PROTECT IN PLACE. G) EDGE TAPER COLD MILL EXISTING A.C. PAVEMENT PER DETAIL ON SHEET 22. ® PROTECT IN PLACE ALL CITY LANDSCAPE AND IRRIGATION FROM DAMAGE. ® CRACK SEAL PER DETAIL ON SHEET 22. 0 INSTALL GLASS GRID 8502 PAVEMENT REINFORCEMENT LAYER. @ CONSTRUCT 2" THICK FINISH COURSE ASPHALT OVERLAY. @ REMOVE EXISTING AND CONSTRUCT TYPE •A• CURB AND 18-INCH GUTTER , PER CNB STD-182-L. r.?I REPAINT RED CURB l'IHERE RED CURB WAS REMOVED AND REPLACED. ~ CONTACT CITY GENERAL SERVICES DEPARTMENT FOR PAINT SPECIFICATIONS. ® REMOVE EXISTING SIDEWALK AND CONSTRUCT P.C.C. SIDEWALK PER CNB STD-180-L. @) SAWCUT FULL DEPTH, PLACE 4" THICK PCC BASE AND INSTALL RAISED TRUNCATED DOME TILE PER CNB STD-181-L. @ REMOVE EXISTING CURB ACCESS RAMP AND CONSTRUCT CURB ACCESS RAMP, CASE H, PER CNB STD-181-L. ® ADJUST WATER VALVE BOX AND COVER TO FINISH GRADE PER CNB STD-511-L. ' ' I I I ', I I ' I I , \ I I JASMINE @) EDGE TAPER COLD MILL EXISTING P.C.C. PAVEMENT PER DETAIL ON SHEET 22. ® GRIND CURB ACCESS RAMP/ ACCESS WAY LIP. ® REMOVE AND REPLACE \\1TH NEW SURVEY MONUMENT FRAME AND COVER TO GRADE --( - PER CNB STD-116-L. _, Y @) CONSTRUCT HEADER CUT ?SCALLE 1" = 20' R/W 10' 15' 15' I ~ EXISTING PA\o£MENT ~ TYPICAL SECTION NTS • AS SH()\Vj ON PLANS OR MARKED IN 111E FlELD 1 I AVENUE R 'W 10' • No. 65329 • Exp. 9-30-09 <J>JJ crvn. ~ ~Q;'CAJ.,~ u: " _>,•I' •6' ' cl 21 / \ ~ I I I C-3963 m C..l w lj) <J_ I L I ' ' ''' ,-_, ci.: ' ITI <r T w U, I ''' w U, c-cn LJ (_:, m •'f T w Cl'. I ''' w 0::: c-rn vJ O:_) C'-.1 Cl LC) o_ □ c,~, ' w ''' U, C-U) □ '~'" ' ''' □ "R"'EVl"""EWE=D----------------------------t~ PRINCIPAL CIVIL ENGINEER R.C.E. NO. 56980 CORONA DEL MAR d m ' n ,-STREET REHABILITATION PROJECT u DATE JASMINE AVENUE /'~ a.:.=-===;,;;;;;====1----------------r-------lS DESIGNED PT DRAWN PT CITY OF NEWPORT BEACH R-5928-S :; t-==:------F'~ CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 13 OF 22 ,0 FT 4 AUG 2009 ~ / --/ -ci , I -/ / - ----,- . u - / / ' - "" -- (.!) F "--x ',/ ! LL f!) ----- ' L _;, -;} ~ /- 86l=====l=====~~~~/2-:::::::/3/:;::::::::::::::::::::::::t,~===$====J~~~~~~~0E' ~::::::::::::::::::::::::::::::::::::~~-~'~::::::::::::::::::~~f 00 t:::::::::::::::::::::::$====:::-~-~-$:~/::::::::::::~'~'_q, ..,.,,,,,,, ,-----:n .,.-~ (,~ o / u·, en _/ LL "' CF -: a, i I"' (.!) cc -Q') _J < L ..... , -' LL.. X _,,,,,,,,,-;s LO ✓-=:c= 87l==::::::::::::==t===::::::::::::=iw~z~===;~~::::::::::::i=J~,=;=~::::::::::::::::::::::::!===:EtE~===;t===::::::::::::::::::::::::::::::::::::::::::::::::⇒-~-~*::::::::::::::::::::::::t====::::::::::::::::::::::::::::::::::::~ 25 ~ ....,,,,,,,,,,, VJ en • • ...... / J _J V n ~===::::t==::;;;;:::~~::::~=~:===~====~==:::;~--j"'~'t~~========/~~====t~-:-· ====t=========~ 86 1--u C, ,, ·-. • -·:,~ r< ;: _.,,/ ~ u / ~ I LL ,__ ._ ,; / a:: ~l • • -' ., , fj C0 \ / I-/ LJ_ -\ / -, / /, ----, CJ -\ / 87 ~======f=~==~::::::==;t===:::::::;:=z==/~*-~· ::::::::::::~~~E=~-:::::::::::::::::::::::::::::::::::::::::::::::~::::::::::::::::::::::::=f=::::::::::::::::::::::::~::::::::::::::::::::::::::::::::::::::::::::::::=1 ,;t: (_) ___ ... _n 86 1-----l-m-+-----+----+------'---------1~~'-------+-----lnfiH-n--+----------+-----+-----+-------------1 IT: --PROFILE SCALE VERT. 1" = 2' 100 99 100 99 100 99 a_·, cl --?-' HOR. 1" = 20' ' t--------------------------------_ ...... ___ 7_+ ... 00 ____ , __ -__________________ 8_+ .... 0_0 _____________ ......_ ___ 9_+ .... 0_0 ___ ..._ _______ ..._ ____________________________ -1; CONSTRUCTION NOTES 0 PROlECT IN PLACE. @ PROlECT IN PLACE ALL CITY LANDSCAPE AND IRRIGATION FROM DAMAGE. ® CRACK SEAL PER DETAIL ON SHEET 22. (j) INSTALL GLASS GRID 8502 PAVEMENT REINFORCEMENT LAYER. @ CONSTRUCT 2" THICK FINISH COURSE ASPHALT OVERLAY. @ REMOVE EXISTING AND CONSTRUCT TYPE "A" CURB AND 18-INCH GUTlER , PER CNB SID-182-L. ® REMOVE EXISTING SIDEWALK AND CONSTRUCT P.C.C. SIDEWALK PER CNB SID-180-L. @) SAWCUT FULL DEPTH, PLACE 4" THICK PCC BASE AND INSTALL RAISED TRUNCA lED DOME TILE PER CNB SID-181-L. @ REMOVE EXISTING CURB ACCESS RAMP AND CONSTRUCT CURB ACCESS RAMP, CASE H, PER CNB SID-181-L. @ REMOVE EXISTING CURB ACCESS RAMP AND CONSTRUCT CURB ACCESS RAMP, CASE K, PER CNB SID-181-L. @ ADJUST WAlER VALVE BOX AND COVER TO FINISH GRADE PER CNB SID-511-L. @ ADJUST SCE/TELEPHONE/GAS MH/VAULT, PULL BOX, VALVE TO FINISH GRADE (BY OTHERS). @ REMOVE AND REPLACE WITH NEW SURVEY MONUMENT FRAME AND COVER TO GRADE PER CNB SID-116-L. @ AC PATCHBACK PER SID 182-L @ COLD MILL EXISTING PCC PAVEMENT 2• MIN. \' j ~ ',, '~~--!!\_________ __\ __ _ ~ I I 3f I ~ ~ CJ) -0 rn I I 0 ', -n. 11, C::, < rn I I I I ' I I I \ \ \----- I/ 5 I ' I ' I I, I • I I I I LARKSPUR R/W VARIABLE • 13 I ........ :::::::::::::::. ',/ Ell D_ AVENUE VARIABLE 20' 'i. 20' TYPICAL SECTION NTS • AS SHOWN ON PLANS OR MARKED IN THE FIELD ' b~~ 1/, 1 ~ ff "'<o, ~.J<n·:--<,{• ... ~ "-I ,---~: o~~ / •• •.•••\••····••\••~ 24 ··•·•·•·•·•·•·•·•·•·•·•·•·----:--u I;; ,/ 1 45' R/JI VARIABLE T ,, c- ' w ' (_) CL cL :r: ,, ' " c-w w ,-, ' j) co :r: ,, ' n c-w ,, ' ,-, C-J.I cl LJ "' C-3963 '/J '"R"'El/l""E""11£""D------.-------------------1J PRINCIPAL CII/IL ENGINEER R.C.E. NO. 56980 CORONA DEL MAR STREET REHABILITATION PROJECT i1 -- DATE LARKSPUR AVENUE ~ a.:.;.;;,:_;;==;;;;;;===;;;;&.--------------------lci DESIGNED PT DRAWN PT CITY OF NEWPORT BEACH R-5928-S ~ l-=c=~--+c-~-----1 ---------~ .. ., CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 14 OF 22 ° FT 4 AUG 2009 ~ 0:: "' f','. u.J ---- ' -i r-,-.. ;;= N ~i -. . LU ( l "T"L- n. ,.a -...;. n IJJ - r l L. --:,, ::::: • • • • --., LL ' ~ :·J a, :..,;·, 9== &l u.J CJ ' --____ , r-'.3; (." --- EXISTING SURFACE AT CEt<I _R LINE_::::-., _s •• I ..,. r·<' -:)--C :_;) O> ;: J Lt') LO EXISTING pE'L Y FLOW LINE ------ '.CJ --- ,, ----- LL c_ "' (n (_T, ,, ------- L I '' S =Li.Oh -- G.... I, ' ------,, ' • ,, ------ 0.l ------- ,. ·. ..:. [ ," 0, CC; ----- '' ---- LL ' --- V r·--o, r·-- an LC: --------.-~ ,- '' CCJ 0 1::::::::::::::::::::::::±:::::::::::::::::±::::::::::::::::::±::::::::::::::::::::::::::::::::::::::::::::±::::::::::::::::::::±:::::::::::::::::::::::t:::::::::::::::::::::::::::::::::::::~~--------L-~c,, 21+00 PROFILE SCALE VERT. 1" = 2' HOR. 1" = 20' 19+00 20+00 DAHLIA AVENUE FOR WORK ON T'""" SEE SHT. NO. 2 I I I I ~ Wc.9 ~ ~ CONSTRUCTION NOTES Ia.. t; @ EDGE TAPER COLD MIUL EXISTING A.C. PAVEMENT PER DETAIL ON SHEET 22. l.L >< @ CRACK SEAL PER DETAIL ON SHEET 22. 0 W (!) INSTAUL GLASS GRID 8502 PAVEMENT REINFORCEMENT LAYER. 0 Z @ CONSTRUCT 2" THICK FINISH COURSE ASPHALT OVERLAY. en CJ -r CJ OS CJ u ~ u 7 0 w •cJ R/W ~• R~ ~ ·i:-:-----------------~~-----------------·1 u. 10' 15' TYPICAL SECTION N1S 15' c-l, I w [L c-rn = 0 _, en \i_J CJ 0) ,n o_ □ en I Z O @ REMOVE EXISTING AND CONSTRUCT TYPE 'A" CURB AND 18-INCH GUffiR , PER CNB STD-182-L W 7 ® REMOVE EXISTING SIDEWALK AND CONSTRUCT P.C.C. SIDEWALK PER CNB STD-180-L. • AS SHOWN ON PLANS OR MARKED IN 11-E FE.D ''' w CL c-(Jl □ u r @ REMOVE EXISTING AND CONSTRUCT P.C.C. STANDARD CROSS GUTTER, 'MDTH=4', PER CNB STD-185-L @ REMOVE EXISTING CURB ACCESS RAMP AND CONSTRUCT CURB ACCESS RAMP, CASE I, PER CNB STD-181-L. ® ADJUST WATER VALVE BOX AND COVER TO FINISH GRADE PER CNB STD-511-L. ® ADJUST SEWER/STORf.l DRAIN/WATER MANHOLE FRAME AND COVER TO FINISH GRADE PER CNB STD-111-L. ® ADJUST PUUL BOX/WATER METER BOX TO FINISH SURFACE ELEVATION. Q ADJUST SCE/TELEPHONE/GAS MH/VAULT, PULL BOX, VALVE REVIEWED PRINOPAL OVIL ENGINEER R.C.E. NO. 56980 SCALE 1' = 20' CORONA DEL MAR u C-3963 I~ 0 ~ STREET REHABILITATION PROJECT \1l -,-;: ~ TO FINISH GRADE (BY OTHERS). @ REMOVE EXISTING A.C. PAVEMENT AND BASE AND CONSTRUCT 10' A.C (DIG OUl). FIRST AVENUE m • No. 65329 • ~D:;,;A,;,:TE~==~~==~--------='.""'.'"'.'.:-:"=-::-:-=--:~:-:-,r;~;:;:~~;::;-1\', <$>)),:-::~ DESIGNED PT DRAWN PT CITY OF NEWPORT BEACH R-5928-S ;; L---------------------------~~~::::;~=CAL~~__.;,r:._ __ L~:E:cK:E~D_-....f_l_i~D:m;;;;;;.L...:..;PU~B~L~IC~W~O~R~K~S~D~E~P~A~R~TM~E~N~T~LSIET-....:1~5~~-=2~2~~1 FT 4 AUG 2009 0:: ,. u ... , IIIU '-I c:: c:: ,_:c C.: L <> "' u o5 -- :;(_) '._) u. L r C --- ~ ' L ------ -Cl) c.:--; --- --- L ::-·1 / ~n,~ I "w ::.UK~ 11.,C. 1' I S,C.N IC.~ LIi C.c --- 99 en ,,1 I' (_C, N 01 0 () LO m I"") r·,, lQ :;:; 1/) o:_:: ". d I""; ;;=.. () [i__ ::::_: ---~ 98 LL.. c::....'. - 0:: 0:: <> - ,-... ~,:, ~ ;-·.J :J.l ... 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LO L:. o, ~ _. a> ,:, ---~---- -,-. c::: "- o, a:: 5 u --~:.;; 96 ~~::::::::::::::::::::::::::~:::::::::::::1~~~~-2-~-~====~·~====E··::::::::::::::::::::::::::=E=:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::E=:::::::::::::====E:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::=E=::::::::::::::::::::::::::E=::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::i:::::::::::::::::::::::::::=E:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::E:::::::::::::::::::::::i::::::::::::::::::::::::::::::::::::::::===1 cc --~... L ~)- 95 ----_J ---'---_J I"'•, t=,'-=------1-----+--+--+-,-~---+-'-----+,,:~-· --------+-----+-------------+----+--------r-------+----+-------------+-----+------------1------+--------l I --,-, ..iJ ,::, L 21+50 22+00 _() en I SEE SHT. NO. 5 FOR WORK ON FERNLEAF AVENUE 418 CONSTRUCTION NOTES CD PROTECT IN PLACE. 0 EDGE TAPER COLD MILL EXISTING A.C. PAVEMENT PER DETAIL ON SHEET 22. 0 COLD MILL EXISTING A.C. PAVEMENT 2" MIN. © CRACK SEAL PER DETAIL ON SHEET 22. 0 INSTALL GLASS GRID 8502 PAVEMENT REINFORCEMENT LAYER. @ CONSTRUCT 2" TiilCK FINISH COURSE ASPHALT OVERLAY. @ REMOVE EXISTING AND CONSTRUCT TYPE "A" CURB AND 18-INCH GUTTER , PER CNB STD-182-L. ,.;;:.. REPAINT RED CURB WHERE RED CURB WAS REMOVED AND REPLACED. ~ CONTACT CITY GENERAL SERVICES DEPARTMENT FOR PAINT SPECIFICATIONS. r;;;:;._ SAWCUT FULL DEPTii0 PLACE 4-INCH TiilCK P.C.C. BASE AND INSTALL 'el RAISED TRUNCATED OME TILE PER CNB STD-181-L. r::;;;-., REMOVE EXISTING CURB ACCESS RAMP AND CONSTRUCT CURB ACCESS RAMP, leJ CASE L, PER CNB STD-181-L. PROFILE SCALE VERT. 1" = 2' HOR. 1" = 20' 23+00 24+00 25+00 26+00 ~ ...J ...J <( 418 ® ADJUST WATER VALVE BOX AND COVER TO FINISH GRADE PER CNB STD-511-L. FIRST @ ADJUST SEWER/STORM DRAIN/WATER MANHOLE FRAME AND COVER TO FINISH GRADE PER CNB STD-111-L. @) ADJUST PULLBOX/WA TER METER BOX TO FINISH GRADE ELEVATION. @ ADJUST SCE/TELEPHONE/GAS MH/VAULT, PULL BOX, VALVE TO FINISH GRADE (BY OTiiERS}. ® REMOVE AND REPLACE 1'11Tii NEW SURVEY MONUMENT FRAME AND COVER TO GRADE PER CNB STD-116-L. PROTECT SURVEY MARKER IN PLACE SEE SHT. NO. 7 FOR WORK ON GOLDENROD AVENUE @ REMOVE EXISTING A.C. PAVEMENT AND BASE AND CONSTRUCT 10" A.C (DIG OUT). R/W 50, R/.W 1-----------------------'"---------------------I @ CONSTRUCT AC PATCHBACK PER CNB STD-182-L 10' 15' 'i. 15' ~-( 2A e· . p ~.i'~~~r~ ·-""'. rs ~ EXISTING PAVEMENT ~ 6 X1 x.12J . I ~ ...J ...J <( AVENUE 27+00 27+65 SCALE 1• = 20' C-3963 =, D I J) " I '.1J •C .L ~ y '.lJ <{ .L ~ 'L r==,.,,,..----------------------------1-: REVIEWED ,, TYPICAL SECTION NTS • AS SHOWN ~ PLANS ~ MARKED IN lHE FIEW • No. 66329 • Exp. 9-30-09 <l'~,_,. CIVlt, ~ ~OF CA1,lf..;;:r DATE PRINCIPAL CIVIL ENGINEER R.C.E. NO. 56980 CORONA DEL MAR STREET REHABILITATION PROJECT FIRST AVENUE _, □ " .. □ DESIGNED PT DRAWN PT CITY OF NEWPORT BEACH R-5928-S ~ -------lj -==~--+-----I C HECK ED DATE PUBLIC WORKS DEPARTMENT FT 4 AUG 2009 HET 16 OF 22 u 100 99 .. 100 u -LI ID w :::, ' N • I ~/) I 99 • cc 100 99 c,1 ' ,_,._, '.!) u·, ~.-, u u.. - "' L - V ~ -0, --w w 0, ,n " -' ' -L ,, 28+00 SEE SHT. NO. 9 FOR WORK ON HELIOTROPE AVENUE - u. r I.): - -- V C"I I -- - -- ' ' , ., ., - - , , _..,.II r< il \ u. I , 29+00 - -,_c_: (.C . ,, . ' CJ G:j -' -' <( . - , ' . . ,. . 30+00 ' L . . . - .... ,, ..... c,::, (0 . '-,-~. . ------,, u. -- ' "' X '-' ' .., u.. :;,..,"' (/) :JJ -~ -• = :;_--, LC') IJ _) u.. u ~ -- u. u. ,, 31+00 SEE SHT. NO. 11 FOR WORK ON IRIS AVENUE - -- -- ---- ,J ,r cc ,:_;, u.. u. ---- -- , I -- -- -- -- -- ---- .. - ----- u. 32+00 CAO ---- -------, -- ------' 'L ' -- ---- ---- J_) en ,., ------- -- PROFILE SCALE VERT. 1" = 2' HOR. 1" = 20' -- ------ UC '' ------- ------ ---- ----·- 33+00 -- ----U I/ N '' r-'·1 0) C•'.I ,, r -- ---- ---- u. -•-en u. ID ---- ,- w ,_ 0 z -T· 1 • 417 1/2 .r, > en I ' " I ~ ~ Iltj~; I 'k,lh,-~ ------2900 -----I ;: h ' ---~---~-----,,, @ ., ! ~ : LJ ~ ,----0 .,-'"' I~ I ~ Q '½' .. ,.•.. •\,, 1 ... ---~ - -- -- -- -I 'I"-·· ----~ - -- -~> ;_ •~ ;;_ Cl)/;; IDJ_ - ----- -----1----~~~---- ----- ------,, ;.?c z ~ :\/) l -o.~'\. ' ;;ii r ~ .~. ,. ,, ; c:. ' J , • ,..... . ~-~---~---• ... --_____ .... // ~ ·_':x w\ iii:ff I \ ,, -7'°'·, (31\ -I --... fl j: -'~.~ r !: .. /\! i fc;;i i ,S ':$•' I\· 25 11 /. Cc 1:":, c.:~ " ,,,. ----. 1~·.:-:::-: 'I Q~ g \: \:' ~ 0---, -•. , _(,,>' I { ill • i\ ,6i).._ /\ .. ~ ~\ "' ~ ·"'~:f ~ ~ > ('~{:J:tl ~~~ ~ I ~-~~~ f' . t~~ ' ~~~ ~ ~ {« w ~~•~,;~ 'r~ ~',)-~c~~> :~,;~\ ~~ ' ~; ,.~...,,; ' : i,.·11:1• ~ ;:;~ .. ~· '~~ ~' • ~:>'}/}. • ~:~{ ";;:~}t • ,'\ if'./'' ,,~.. 0 "':.:ti~/ ~~ :: .· ,~..; I -'-$ .~ , ,,, '"' _ _2 1 ,, ::-• ,i ~ 'll I\.. -1-___ _ . :;:i _ 29 ~I • ___ .._ ~ • W 1 ~ ----,..,---_ . _ 30 f 6 X7 x12y 1 ____ ,. \·'<"-.. N'ii{ • •.: (19), , r.:-. /. ~:-: '>-.. ~$1'J-J. \, \. ~2 _ ;--Ex 1 VCP , ---,~-_.___ 3_3 /6 Y7Y12y ___ 33+75 w 3 "t: i ');· ~" : l//'::r•-~lllir ~';!;~\{ ~~ "'\~: c:':?{.f::S~ ti. · ~'~~ ', ,,~ .£ ~it '~ "t; R½L!fi~• ' '}{/(\\'¥;~ ~'::;;~:< i.'-~f?c ";~;¾ '--1" -;~"~ ~ll ~~s~ ~~~ ~ ,:__,~_)-, ut~}':i f,:•.•;.._ / _, J..>-'' ~~~-~----------------------IOt----, ..... ' <D --~~---------------------~ + 1 ' r-15' 10 N 5 )' CONSTRUCTION NOTES 0 EDGE TAPER COLD Mill EXISllNG A.C. PAVEMENT PER DETAIL ON SHEET 22. 0 COLD MILL EXISllNG A.C. PAVEMENT 2" MIN. ® CRACK SEAL PER DETAIL ON SHEET 22. 0 INSTALL GLASS GRID 85D2 PAVEMENT REINFORCEMENT LAYER. @ CONSTRUCT 2" lHICK FINISH COURSE ASPHALT OVERLAY. @ REMOVE EXISllNG AND CONSTRUCT TYPE "A" CURB AND 18-INCH GUTTER • PER CNB SlD-182-L @) REPAINT RED CURB WHERE RED CURB WAS REMOVED AND REPLACED. CONTACT CITY GENERAL SERVICES DEPARlMENT FOR PAINT SPECIFICAllONS. ® REMOVE EXISllNG SIDEWALK AND CONSTRUCT P.C.C. SIDEWALK PER CNB SlD-180-L 415 1/2 FIRST @ REMOVE EXISTING CURB ACCESS RAMP AND CONSTRUCT CURB ACCESS RAMP, CASE L, PER CNB SlD-181-L ® ADJUST WATER VALVE BOX AND COi/ER TO FINISH GRADE PER CNB SlD-511-L @ ADJUST SEWER/STORM DRAIN/WATER MANHOLE FRAME AND COVER TO FINISH GRADE PER CNB SlD-111-L ® ADJUST SCE/TELEPHONE/GAS MH/VAULT, PULL BOX. VAL VE TO FINISH GRADE (BY OlHERS). @ CONSTRUCT AC PATCHBACK PER CNB SlD-182-L @) LOCATE JUNCTION STRUCTURE DECK, ADJUST STRUCTURE, MANHOLE FRAME AND COVER TO FINISH GRADE. 21 ,,,,.,..,.. J SCALE 1" = 20' 34 ~-------- 10' 5r I I ' 412 R/W 10' ' ' _____ ,__,_ ----- -------'l=i= t1 1/2 AVENUE 15' I I 'i. 1 ' I I TYPICAL SECTION NTS 413 15' • AS SHOWN ON PLANS OR MARKED IN THE FIELD 1/2 R/.W 10· V . 93 92 95 94 93 92 34+00 C-3963 1-- - .o.J .o.J :::t..:: J - .o.J '' '' '' c C '' □ @ REMOVE EXISTING AND CONSTUCT P.C.C. RESIDENTIAL DRIVEWAY APPROACH TYPE I PER CNB SlD-162-L-A. @ REMOVE EXISTING AND CONSTRUCT P.C.C. STANDARD CROSS GUTTER, WIDlH = 4', PER CNB SlD-185-L .. R"'E"'VIE""WE"'D __________________________ _. -~ ( @ SAWCUT FULL DEPlH, PLACE 4" lHICK PCC BASE AND INSTALL RAISED TRUNCATED DOME TILE PER CNB SlD-181-L. ® REMOVE EXISTING CURB ACCESS RAMP AND CONSTRUCT CURB ACCESS RAMP, CASE H, PER CNB SlD-181-L. r:;;:,., REMOVE EXISTING CURB ACCESS RAMP AND CONSTRUCT CURB ACCESS RAMP, lc:J CASE K, PER CNB SlD-181-L • No. 65329 • DA TE PRINCIPAL CIVIL ENGINEER R.C.E. NO. 56980 CORONA DEL MAR STREET REHABILITATION PROJECT FIRST AVENUE u ' ~~:·c;:H ,_D_Es_iGN_ED_~PT.c.+--DR_Al'IN~PT~__. CITY OF NEWPORT BEACH L,,..;.R-=---=5-=9-=2:.:8;...--=s~~ L----------------------------------------------------------------------------------------------------.::::OF~c:JJ;~:tf~:... __ 1c_H_Ec-KE_D_FQTJD::..A.11!.J.Ai!!!UG~2~0!!!!09~...!:P~U~BL~IC~W'.:O~R~K~S~D.:;EP~A~R~T~M~E~NT!,_l.:Sl£ET=J1!.,;7~0F..!2~2~~ 1-------+------+-----+--------+----+------+----+-----+----+-------+-----+--------+------+-----+-----+----+----+------+------i99 ----- u CD -- 1,,1 --- - --- p - _ XISTING NwL Y FLOW LINE / ' I / , co L' ' . c:: ,' / , . / / F / / , ul \ \0 \,... r 0 z CD --- J u w - - c:: CD - -- F ---------------- ,.. ... , '. ' " n I l'I I......_ -------- ---- ---- l.CJ Cl lt..111 ~1 y ~ nw I ... IC i-- --. ----~ 98 ------ 99 ------ IF: [:i_' l---+c---------11-+-----l~---+-W+------j------""'-~..------j--'c'~~~~+--cn--~-e--~,.,v~ ____ llO+-------,l-./--+(2:?(~: -~/(,_· 1-,'-''¥-/----\4",,.-_-----l------<l<f--+-~~------1~-+-----lflcL~ __ -+--+_jC-=--__ ----I-'-'::-~,_:: -----+:;,g:;1--------11------+------+------+--------I I ------~ ~ ~ Ci.: co / _J ~ _ _,,,,,, C l)_-_, lrl ._.,. I --- cc "-u_ - ._ ,..,,,.,v ......... , ri..v, 1..11,._ ---........ - L (11 '.J) ·-~ / c::: ,c; o: / / z V) PROFILE SCALE VERT. 1" = 2' HOR 1" = 20' _______________________________________________________________________________________________ ....., _____ ....., _____ ..._ __________________ ....., _____ ..._ _________ ~- 19+00 SEE SHT. NO. 3 FOR WORK ON DAHLIA AVENUE \_r:1> - @<,1' ;f 20+00 21+00 SECOND R/W CONSTRUCTION NOTES @ EDGE TAPER COLD MILL EXISTING A.C. PAVEMENT PER DETAIL ON SHEET 22. © CRACK SEAL PER DETAIL ON SHEET 22. 0 INSTALL GLASS GRID 8502 PAVEMENT REINFORCEMENT LAYER. @ CONSTRUCT 2" THICK FINISH COURSE ASPHALT OVERLAY. @ REMOVE EXISTING AND CONSTRUCT TYPE "A" CURB AND 18-INCH GUTTER , PER CNB STD-182-L ® REMOVE EXISTING SIDEWALK AND CONSTRUCT P.C.C. SIDEWALK PER CNB STD-180-L @ REMOVE EXISTING AND CONSTRUCT P.C.C. STANDARD CROSS GUTTER PER CNB STD-185-L r,;;\ REMOVE EXISTING CURB ACCESS RAMP AND CONSTRUCT CURB ACCESS RAMP, It!) CASE H, PER CNB STD-181-L ,,;;:., REMOVE EXISTING CURB ACCESS RAMP AND CONSTRUCT CURB ACCESS RAMP, ~ CASE I, PER CNB STD-181-L ,?. SCALE 1" = 20' @ REMOVE EXISTING CURB ACCESS RAMP AND CONSTRUCT CURB ACCESS RAMP, CASE K, PER CNB STD-181-L @ REMOVE EXISTING CURB ACCESS RAMP AND CONSTRUCT CURB ACCESS RAMP, CASE L PER CNB STD-181-L ® ADJUST WATER VALVE BOX AND COVER TO FINISH GRADE PER CNB STD-511-L ® ADJUST SEWER/STORM DRAIN/WATER MANHOLE FRAME AND COVER TO FINISH GRADE PER CNB STD-111-L @ CONSTRUCT AC PATCHBACK PER CNB STD-182-L @ LOCATE JUNCTION STRUCTURE DECK, ADJUST STRUCTURE, MANHOLE FRAME AND COVER TO FINISH GRADE. 10' • 22+00 No. 65329 • Exp. 9-30-09 .s>~CIV1\.~ '-"" Cf' CA\.~ 23+00 AVENUE 50' 15' t 15' I ~ EXISTING PAVEMENT :___/ TYPICAL SECTION NTS • AS SHOWN ON PLANS OR MARKED IN THE FIELD R/.W 10' • 13 24+00 C-3963 I Q_ I (_) I, I [L _L I, I r, c-w w Q_ _L w 0:::: c-l, I w Q_ w _J .. R ... E .. \II ... EWE ...... D---------,---------------------1: PRINCIPAL CIVIL ENGINEER R.C.E. NO. 56980 CORONA DEL MAR STREET REHABILITATION PROJECT 'J 1,:.D:..;ATE.:..,;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;,j~-----s-Ec_o_N_o_A_v_E_Nu_E ..... ------1~ ..,,0E=Sl=GN=-rn_P~T+=-DR=AWN,---'--P~T -c1TY oF NEWPORT BEACH l--==R=-_s_92_s_-_s-t ~•. CHECKED FT DA! AUG 2009 PUBLIC WORKS DEPARTMENT SIEET 18 IF 22 ~ 11.n11'1 V t'"I nu, I n.1r I i-------- a:: L ------' ' ,, ' ' -'- a:: u [IJ ----- CJ (_) u 99 --~-, 1,1 r,-1 '. '-· ,_, 1----------------_+----l~=-==-==-+----t-+s_~~-----1:::~::----+,L-----pc~~----+-::------==· ----t:,~~-----t:":~=----r---------,---~,---, ---r··. 98 cu -' L z LO UJ (/) L m c,, 0) ,"::'.c --$! ~ --------~:--- ru (j", - "-LJ_ "-LJ_ PROFILE SCALE VERT. 1" = 2' HOR. 1" = 20' 24+00 25+00 26+00 27+00 SEE SHT. NO. 8 FOR WORK ON GOLDENROD AVENUE >-w ....J ....J <( 1 J' 501 SECOND CONSTRUCTION NOTES 0 EDGE TAPER COLD MILL EXISTING A.C. PAVEMENT PER DETAIL ON SHEET 22. ® CRACK SEAL PER DETAIL ON SHEET 22. Ci) INSTALL GLASS GRID 8502 PAVEMENT REINFORCEMENT LAYER. ® CONSTRUCT VARIABLE llHICHNESS AC LEVELING COURSE @ CONSTRUCT 2" llHICK FINISH COURSE ASPHALT OVERLAY. ® REMOVE EXISTING SIDEWALK AND CONSTRUCT P.C.C. SIDEWALK PER CNB STD-180-L @ REMOVE EXISTING AND CONSTRUCT P.C.C. STANDARD CROSS GUTTER, 'MDllH = 4', PER CNB STD-185-L ~ SAWCUT FULL DEPllH, PLACE 4-INCH llHICK P.C.C. BASE AND INSTALL 'eJ RAISED TRUNCATED DOME TILE PER CNB STD-181-L r,;;;,, REMOVE EXISTING CURB ACCESS RAMP AND CONSTRUCT CURB ACCESS RAMP, ~ CASE L, PER CNB STD-181-L. ® ADJUST WATER VALVE BOX AND COVER TO FINISH GRADE PER CNB STD-511-L ® ADJUST SEWER/STORM DRAIN/WATER MANHOLE FRAME AND COVER TO FINISH GRADE PER CNB STD-111-L @ COLD t.1ILL EXISTING 3" AC PAVEMENT AND CONSTRUCT 3" llHICK FINISH COURSE ASPHALT OVERLAY. @ CONSTRUCT AC PATCHBACK PER CNB STD-182-L AVENUE R~ ~ R~ r ------------------------------7 <t_ ~§§§§§§~ 15' '=Sf-,.,......, 1 O' "--EXISTING PA;:ENT / ~, , ': ~~ 10' _ _ _ _ 15' ___ _ I--- ----1C--- I 3/8" LIP --- 16 * 13 TYPICAL SECTION NTS • AS SHOWN ON PLANS OR MARKED IN THE FIELD 439 28+00 SEE SHT. NO. 10 FOR WORK ON HELIOTROPE AVENUE ----l 1 J' 15' 15' 1 ' 5' 440 ~---1 I 436 SCALE 1" = 20' • No. 65329 • Exp. 9-30-09 <!'~CIVIL~ ,--..,_OJl'CAL~ ,- C J c. C:::. Q_ C <( L r C- L L r ' Li" > C c; ,_ L L (l: o: C C-3963 c: """"""",.,,..--------------------------t: -REVIEWED --r PRINaPAL CIVIL ENGINEER R.C.E. NO. 56980 CORONA DEL MAR STREET REHABILITATION PROJECT ,,c; DATE SECOND AVENUE ~ i.:.;;.;:.;;==;;;,;;;;;;;;;;;==;;;;.!,------------.--------1'" DESIGNED PT DRAWN PT CITY OF NEWPORT BEACH R-5928-S ~ l-c=H=Ec=KE=D-FT-------tDcc-A=~,-----A~UG~2-DD9-----I PUBLIC WORKS DEPARTMENT SHEET 19 OF22 c:: 99 11----------t-----+------:r-/-'ErlS_TI_N_G_N.::...:_wLY:....:...:FL~O~W~L~IN~E---+-----+-------1----------~ / I 98R-~~~ .. ~ .. :::::::::::::::==f===:::::::::::::::=1===~=$,::::::::::::::::::::::::::::::==::::::::::::==*=====f======~~~:::::::::::::::~ LL _J _j ---'---~ I "-j' ~ 99 98 t. "- C 0, ' C -.~! 00 cD CO '.YJ VI 2 (0 lC ,, cc C· '·• cc: r< c:-~- EXISTING SURFACE AT CENTE LINE, 0) J CD , ,i 98 97 99 98 98 ---Ff=-=::....::....--=-=---------+·-------t------~----~-.:.-=-==-==-=:.==-==1==-==.:==~--l--~====-d=-=----------~98 .------------ i L 97 C. -' ~=====;:::::::::::::::::::::~•;:==:::::::::::::::=e··::::::::::::::::::::~::::::::::::::::::::2•;==' ::::::::::::::::::::$•;;:=u ::::::::::::::::::::t":=' ::::::::::::::::::::$~~. ::::::::::::::::::::=i=rn::::::::::::::::::::~ 97 h:;l d • -.:_c:T', O'"J re-: cc, ~: ,,, J • .' L w w en w z ....J 20+00 520 THIRD SCALE 1" = 20' CONSTRUCTION NOTES 0 PROTECT IN PLACE. @ EDGE TAPER COLO MILL EXISTING A.C. PAVEMENT PER DETAIL ON SHEET 22. © CRACK SEAL PER DETAIL ON SHEET 22. 0 INSTALL GLASS GRID 8502 PAVEMENT REINFORCEMENT LAYER. @ CONSTRUCT 2" THICK FINISH COURSE ASPHALT OVERLAY. @ REMOVE EXISTING AND CONSTRUCT TYPE "A" CURB AND R/W 10' 13 ' PROFILE SCALE VERT. 1" = 2' HOR. 1" = 20' 21+00 AVENUE 50' 15' 15' TYPICAL SECTION NTS • AS SHOWN ON PLANS OR MARl<ED IN THE FIELD REVIEWED R W 10' C-3963 '' ' I . -. :L LJ :..,n .LI '' :L " '' □ :::__j <C '._) □ 18-INCH GUTTER , PER CNB STD-182-L @) REMOVE EXISTING SIDEWALK AND CONSTRUCT P.C.C. SIDEWALK PER CNB STD-180-L. CORONA DEL MAR t ® ADJUST WATER VALVE BOX AND COVER TO FINISH GRADE PER CNB STD-511-L. @ ADJUST SEWER/STORM DRAIN/WATER MANHOLE FRAME AND COVER TO ,.:;,_ FINISH GRADE PER CNB ST0-111-L. l.:!::1/ CONSTRUCT HEADER CUT • No. 65329 • Exp. 9-30-09 ~~CIVI\,~ ...... OFCAL~ PRINCIPAL CIVIL ENGINEER R.C.E. NO. 569B0 -STREET REHABILITATION PROJECT i □ DATE THIRD AVENUE :~ J;;;~~~=+----.:.:.:::.:::..:.:.:..:::.:.:.:....,.... __ _J □ ,_DE_si_GN_ED_P~T,_DR_AWN~P~T ___, CITY OF NEWPORT BEACH R-5928-S ~ CHECKED FT DA"'! AUG 2009 PUBLIC WORKS DEPARTMENT SHEET 20 OF 22 ~ I -L_ f I -----_J__ I ---------1_ --- 1111 1119 I I I I 1125 ---f--____ .J._~29~~ ~ ------- ------- -- I I I I 1131 -1------- I I I I I 1137 I I -- 1137 EX ABANDONED WATER LINES BAYSIDE ~~ 0 0 + 0 N CONSTRUCTION NOTES CD PROTECT IN PLACE. @ COLD MILL EXISTING A.C. 2" MIN. @ PROTECT IN PLACE ALL CITY LANDSCAPE AND IRRIGATION FROM DAMAGE. 0 INSTALL GLASS GRID 8502 PAVEMENT REINFORCEMENT LAYER. 0 SAWCUT, REMOVE EXISTING PAVEMENT AND CONSTIRUCT 6" THICK AGGREGATE BASE. @) 2 1 /2" -THICK ASPHALT BASE COURSE. @ 2 1 /2" -THICK ASPHALT FINISH COURSE. @ CONSTIRUCT 2" THICK FINISH COURSE ASPHALT OVERLAY. @ SAWCUT FULL DEPTH, PLACE 4" THICK PCC BASE AND INSTALL RAISED TIRUNCATED DOME TILE PER CNB STID-181-L. @ REMOVE EXISTING CURB ACCESS RAMP AND CONSTIRUCT CURB ACCESS RAMP, CASE H, PER CNB STD-181-L. @ REMOVE AND REPLACE EXISTING TIRAFFIC SIGNAL LOOP DETECTORS. ® AD.AJST WATER VALVE BOX AND COVER TO FINISH GRADE PER CNB STID-511-L. ® ADJUST SEWER/STORM DRAIN/WATER MANHOLE FRAME AND COVER TO FINISH GRADE PER CNB STD-111-L. ® ADJUST SCE/TELEPHONE/GAS MH/VAULT, PULL BOX, VALVE TO FINISH GRADE (BY OTHERS). @) REMOVE EXISTING A.C. PAVEMENT AND BASE AND CONSTIRUCT 10" A.C (DIG OUT). ·~ SCALE 1" = 40' BAYSIDE R/W SCALE 1" = 40' LU > 0::: 0 en => a.. ~ <( (.) 10· 0.. ~ • 00 X w I 1201 1207 I I 1215 _____ __J_ _____ 1------7 ! I I I _ .... ·"""T"" __ -1-22-3 ___ .... i _ __.l ___ _ ~ 00 1231 I I I ---.-----------,.----------~---'----------------------- ' 0.. '~ I~ ~I \ \ \ R/W \ \ J/8" UP 1201 \ 8' I • \ \ \ \ \ \ 17' 3/8' LIP 1219 t. '-EXISTING PAVEMENT __/ 4" AC ON 6" AB 70' 19' 3 7 12 TYPICAL SECTION BAYSIDE DRIVE NTS • AS SHOWN ON PLANS OR MARKED IN THE FIELD --i--I I I 1415 I 1421 I I I I I 4200 1227 3/8' LIP. • 13 ----------------,----0 -----W 4 ----EX 2~• ACP ;?----------W -------_ 15' 6" AC LIFT 2101 DOVE 5d USED 2-1/2" FINISH COURSE 15' 9 10 11 '-EXISTING PAVEMENT__./ 4• AC Cll 5• A8 TYPICAL SECTION N1S • AS SHOViN ON Pl.ANS OR MARKED IN THE FIELD 3/8" LI R/.W 10' 1301 I I I 1309 I I I ----..J..____ I 1317 I I I ---I -----------1 I -- -------- 1215 DRIVE R/W 1325 I I 1309 1401 26' I 6" AC LIFT DRIVE 4201 USED 2-1/2" FINISH COURSE --------;- I . I ------- 7" RCP I- LU LU 0::: I--en I I I -- -~-n--W 12' ACP----., ~-- c_-_____ _ [3 48" RCP 0::: Q_ c-LJ ' ' L c- LJ L, ----------------------I ca ''----f:x 4" RCP 29 LJ c.:::_ 6" AC LIFT EX 6" ACP / ' LJ ' ' ' c-,.f', STREET No. 33277 p. 6-30-98 CIV1\., OF CA\.~ C-3963 0 u ,-r, LJ □ ......... """---------------------------1~ RE"1EWED <CC. PRINCIPAL Cl"1L ENGINEER R.C.E. NO. 56980 CORONA DEL MAR STREET REHABILITATION PROJECT C) LJ 7 ----;;. DATE BAYSIDE DRIVE & DOVE STREET u ~:.::,.;;;;;;;;;;;;;;;;;;;;;;;;;;;,;;;;;;;;;;;;;;;;.1 ______________ .... ______ _.a DESIGNED SL DRAWN MGRACIA CITY OF NEWPORT BEACH R-5928-S ~ CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 21 OF 22 Lci FT 4 AUG 2009 1602 ' I I I I I I I ' I ' ' ' ' ' ' '· \ EX 6" ACP ~ / ,. R/W VARIABLE 3/8" LIP CONSTRUCTION NOTES 0 PROTECT IN PLACE. 0 REMOVE AND CONSTRUCT 10" FULL DEPTH (DIG OUT). © CRACK SEAL PER DETAIL ON SHEET 22. (!) INSTALL GLASS GRID 8502 PAVEMENT REINFORCEMENT. ® CONSTRUCT VARIABLE THICKNESS AC LEVELING COURSE. @ CONSTRUCT 2" THICK FINISH COURSE ASPHALT OVERLAY. @ REMOVE EXISTING CURB ACCESS RAMP AND CONSTRUCT CURB ACCESS RAMP, CASE K, PER CNB SID-181-L. @ REMOVE AND REPLACE EXISTING TRAFFIC SIGNAL LOOP DETECTORS. ® ADJUST WATER VALVE BOX AND COVER TO FINISH GRADE PER CNB SID-511-L. ® ADJUST SEWER/STORM DRAIN MANHOLE FRAME AND COVER TO FINISH GRADE PER CNB SID-111-L. @ REMOVE EXISTING A.C. PAVEMENT AND BASE AND CONSTRUCT 10" A.C (DIG OUT). @ COLD MILL EXISTING 3" AC PAVEMENT AND CONSTRUCT 3" THICK FINISH COURSE ASPHALT OVERLAY. --0 0 GRANVILLE VARIABLE 20' t 44 '--EXISTING PAVEMENT __/ TYPICAL SECTION NTS • AS SHOWN ON PLANS OR MARKED IN THE FIELD @ ADJUST JUNCTION STRUCTURE DECK, MANHOLE FRAME AND COVER TO FINISH GRADE. 24 3/8" LIP. X X w > -c::: 0 I I I I I C::: I -W---I ~ I w ~~ -1---4 c::: 0 Cl.. CROSS > GUffiR > w z DRIVE R/.W VARIABLE <fl I SCALE 1" = 20' NOTES: >-' V, X w z 0 -, ~ f--::, ~ < V, e= "'u Q z !Iii' lj;! 0 ~ ~ 8~ "-~ 5.., l:l w •O Q ~ "' V') "" ~ 1" CLEARANCE BETWEEN It AND BACK OF CURB CD "' .o a PLANTER CURB VARIABLE CURB ACCESS RAMP MODIFIED CASE "I" NOT TO SCALE DETAIL -A CRACK SEALING DETAIL N.T.S. 1. ROUTE CRACKS THAT ARE 1/4" WIDE OR GREATER TO 3/4" MIN. DEPTH. 2. AIR BLOW DEBRIS AND MOISTURE FROM CRACK. 3. FILL WITH HOT CRACK SEAL COMPOUND PER SPECIFICATIONS. 4. FOR CRACKS 1 /2" WIDE AND GREATER, FILL WITH TYPE F AC PER SPECIFICATION. e= Q z !Iii' ~ ~ .,_ ~ ~ i:!l l7I ~ -- .6 <:, ~ 0 >-' V, ~ z 0 -, SAWCUT le JOIN EX. 5" CURB ~ 1" CLEARANCE BElVIEEN >--P /L AND BACK OF CURB---'11 r, ::, ~ V, CD "' a •.,, VARIABLE SLOPE PLANTER CURB ... STREET PAVEMENT cc (.) w SEE PLAN FOO SIDEWALK 'MOTH 1/4" GROOVES 0 3/4" o.c. Q<- ~ o, Q, BCR a• CF CURB ACCESS RAMP MODIFIED CASE "K" NOT TO SCALE DETAIL - B 8' 2 -3/8" UP '-----:-EXJs_TING _AC P_A_VEJ,1~T----....._ I ' I T w Ct:: I ,, ' w LL f--( ,-, COLD MILL DETAIL AT GUTTER NOT TO SCALE I \_l ' w CL = 0 u C-3963 'cJ "'R""EVl"'E""WE""D,-------...---------------------1§: <: PRINCIPAL CIVIL ENGINEER R.C.E. NO. 58980 CORONA DEL MAR (_) □ 7 8) :_J STREET REHABILITATION PROJECT c DATE GRANVILLE DRIVE & DETAILS i~ J;;~~=;;;,;;;,;;;;,;;;;;;=~1----..:...:..:..;.:.::=.::.:.:::.:.::..::.:.:.~:.:.-----lb DESIGNED IL DRAWN MGRACIA CITY OF NEWPORT BEACH R-5928-S " I-------"'--'-------"='-='-> 1-=':::::::-.;;..;;.=.;c........;c....a :,; L _______________________________________________________________ _l ____________________________________ _::~;;:::.._...J:CH:ECK=ED~,w(DA~TEU!!~!2i.L_!P~U~B~Ll,SC:!_W~O~R~K~S_ED~E!:PA~R~T~M~E!N~T_j~SH=EET~£g!IF~£gJ~ FT 4 AUG 2009 ~ 12" WHITE PAVEMENT MARKING PER I CALTRANS STANDARD TYPICAL "STOP" NOTTO SCALE NOTTO SCALE PAVEMENT MARKING PER CALTRANS STANDARD 60' TO CURB RETURN i---s· 'i. DETAIL C NOTTO SCALE CONSTRUCTION NOTES 1. ALL STRIPING DETAILS, MARKINGS, MARKERS, ETC. SHALL BE PER STATE OF CALIFORNIA 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 FINAL 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 LIMIT 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. NOTTO SCALE "' ~ SEE DETAIL A-1 ( ,.& \ \ / w ::::, z w > <I: "' THIRD AVE w ::::, z w > <I: s ~~=-c-!. s -~2 SECOND AVENUE 2~-~ s <I: ,_. _J :r: <I: i=i s L_,._ <I: w _J z C1". w L_,._ ~.---;nSEE a DETAIL --------"-" ,v- \ D ' • w ::::, z w > <I: (/) w ::::, z w > <I: w 0.... D C1". f-- D ,_. _J w :r: s s s s ---- 2· ~----=F=rR=s='TA \-, V...,.,E...,.N""'"UE,...-,'-:.2 ~--~ '----"',._4 >--"'--~ '-,,<;....-0....,,~,...,_2 ~--,□---".--' s s s \. s )_,/ i=i D C1". z w i=i _J D L.'.l \ ~ 11' JOIN EXISTING 1,,..--12" WHITE □ET AIL 22 (5 OJ DETAIL A-2 NOTTO SCALE ~ SEE DETAILA-1 w ::::, z w > <I: v., ,_. C1". ,_. 2 (/) "' - --- \i._SEE DETAIL C -s ,'-'- s '--~ ~ BAYSfD[ DRIVE -~ 10' "' w > <I: \ w z ,_. ::::E v., <I: -, ~ 11' • I 8' I JOIN EXISTING 12" WHITE PAVEMENT MARKING PER CALTRANS STANDARD ---4' TYPE IV (R) DETAILA-3 NOTTO SCALE SEE DETAIL A-1 LEGEND S = STOP 2 = 2-WAY STOP 4 = 4-WAY STOP D = DIP C-3963 0, 0 ;,!; co 0 "' .. ~ vi J, N 0, "' I o:; V) ~ ill I o:; "' ~ :g--V) I co ~ '-' z a: g' "l (_) 8: ~ 00 ~ ~ ·" :;; :, ---------------------------------<"' APPROVAL RECOMMENDED CITY TRAFFIC ENGINEER R.C.E. NO. 45521 REVIEWED PRINCIPAL CIVIL ENGINEER R.C.E. NO. 56980 PHASE 1 -CORONA DEL MAR STREET REHABILITATION PROJECT C C ~ ~ 1' C ~ "l DATE STRIPING PLAN ~ ~=-===::::;:====.j__ ______________ ___j''s DATE ______ DESIGNED AD DRAWN AD CITY OF NEWPORT BEACH R-5928-S i I-===---'-"+-~~_, r=~---+:::, CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET T10F 4 t BS 4 AUG 2009 6" WHITE W/ 2' OFFSET FROM MEDIAN (TYP.) _., ...... 12" WHITE 12" WHITE DET 38 A ( 50') DET 38 ( 100') BAYSIDE DR I-00 I w C) ~ z 0:: _J w ...... I> ...... (.) 0 - ~ [Il ~ <( ...... ...... w -w en ~ CURB CONSTRUCTION NOTES 1. ALL STRIPING DETAILS, MARKINGS, MARKERS, ETC. SHALL BE PER STATE OF CALIFORNIA 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 FINAL 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 LIMIT 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. DET 39 A ( 100' ) 115' FROM LIMIT LINE PAVEMENT MARKING PER CAL TRANS STANDARD (TYP.) DET39 BAYSIDE DR -:;..:,t_=-_;~t-...;..--'·----------------------------------------------_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-~-~"':_~_'.'.:. _____ l ______________ _g.:OOL_'..... __________________________________________________________ _j_j ti: ~ wW ---z...J ------:::J s: ---:::::: IO (.) _J - DET29 DET 29 ( 100') CURB DET39 DET32 CURB DET39 DET22 DET22 ...... ...... DET39 I-w <( [Il ~w w en SCALE 1' = 20' PAVEMENT MARKING PER CAL TRANS STANDARD (TYP.) 1040' FROM CENTERLINE OF EL PASEO DR APPROVAL RECOMMENDED RE'IIEWED C-3963 ?G n '• '" 0 0 = ~ n _,J , ' -u • ,, ,, er, ':?- 0 . ' -, ;, D /) D PHASE 1 -BAYSIDE DR cc: ~ n •-=PR=1Nc=1PA~L =a'll~L =ENGl=NEE=R~•BETWEEN JAMBOREE RD & EL PASEO DR il R.C.E. NO. 56980 CITY 1RAFFIC ENGINEER STRIPING PLAN ';; R.C.E. NO. 45521 DA TE 1~,;;,;:.;;;;;;;;;;;;;;;;;;~~=~------------------l'lJ ,-'" DATE _____ DESIGNED AD DRAWN AD CITY OF NEWPORT BEACH R-5928-S 0 CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET T2 CE 4 BS 4 AUG 2009 UJ ("") z I--UJ _J UJ I:i: u Cf) ~ UJ ~ UJ Cf) DET39 / I I ~ ' "' DET22 DET39 BAYSIDE DR 11 0' j:La~~----,---,---L-------------UJ~ ----65' ...... ""' BAYSIDE DR /CURB 02 o:! ...... ...... - ...... ...... - o:! CURB_/ SCALE 1' = 20' PAVEMENT MARKING PER CAL TRANS STANDARD (TYP.) ----- CURB 225' DET22 125' 40' 60' I-LL UJ UJ z _J :::i s IO 0 _J I-UJ <( ID ~ UJ UJ Cf) ~2" WHITE i;; .c i;l ~i[=~[[I=~====~============l~~~~==========~~~=====2=======t==~~~~--::~~~~~~]j~J~ ~ ID I ...... er., 0 --I c::> -.:::::, i .s a. E " ~ ~ <( UJ UJt------1----t-t------sr-----~'s--------------------------TYPE IV ( L) ~------...... er., "-J --I c::> cid -.:::::, --Cf)r-w\-~~---------r;-;r---;--;---=-----1 o:! f--25' ~ PAVEMENT MARKING PER CAL TRANS STANDARD (TYP.) DET39 CONSTRUCTION NOTES DET22 1. ALL STRIPING DETAILS, MARKINGS, MARKERS, ETC. SHALL BE PER STATE OF CALIFORNIA 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 FINAL 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 LIMIT 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. DET 38 ( 40') DET32 DET 39 A ( 200' ) CURB 'C Ct: Cl w Cl ~ <C "' I <n ~ :ill I IS <n ,b N 0, "' I 15 "' C ·a. :s <n ,b 0 0 el <!> z ii: ~ u E <C \lj 11 ,g .2 C-3963 ~ Cl Cl ~-----------------------------<< RE\1EWED PHASE 1 -BAYSIDE DR ~ APPROVAL RECOMMENDED CITY TRAFFIC ENGINEER R. C. E. NO. 45521 ~ " -P-RI-NCI-PA-L C-1\1-L E-NG-IN-EER-'BETWEEN JAMBOREE RD & EL PASEO DR n R.C.E. NO. 56980 ~ DATE STRIPING PLAN ~ c:.======L-------------_J:a DATE ______ DESIGNED AD DRAWN AD CITY OF NEWPORT BEACH R-5928-S 'a. f-----+---~---l f--------<"- CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET T3 OF 4 BS 4 AUG 2009 0::: 0 en ::::> a.. ~ <( () -..-..- SCALE: 1 "=20' 12" WHITE TYPE IV (L) ( 50' OPENING) DETAIL 21 (150') DETAIL 38A (100') -DETAIL 21 (90') 0 C\J -LO ..--0 C\J N ..- -N ..- DETAIL 38A (50') TYPE IV (R) SCALE: 1 "= 20' DETAIL 31 12" WHITE -..-..- TYPE VII (L) 0::: 0 0::: w r-z w () r- e::: 0 a.. ~ w z DOVE ST LO ..- -...c ..--.:;f" LO ..- DETAIL 21 (150') TYPE IV (L) ( 50' OPENING ) =-----------,------=::..........i ;... ..- DETAIL 38A (100') 12" WHITE CONSTRUCTION NOTES 1. ALL STRIPING DETAILS, MARKINGS, MARKERS, ETC. SHALL BE PER STATE OF CALIFORNIA 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 FINAL 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 LIMIT 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. .,_ en I () 0::: - CD C-3963 E C "' <i:i c> ~ "C en ~ ~ I I" "' I "' 1il I I" c> .5 ~ ~ I 8 1" '-' z 0:: ~ I" '-' ~ ~ 00 -t' ,g -~ 15 ~-----~=~----~---------------,~ APPROVAL RECOMMENDED REVIEWED PHASE 1 8 CITY TRAFFIC ENGINEER R.C.E. NO. 45521 PRINCIPAL CIVIL ENGINEER R.C.E. NO. 56980 DOVE ST BETWEEN CAMPUS DR & BIRCH ST g GRANVILLE DR W/O NEWPORT CENTER DR j DATE STRIPING PLAN ~ ~:.==:::;::::===-l--------=---:....:....::..:.....:.:...:.--=----=---=__::_;_---____jg' DATE _____ DESIGNED AD DRAWN AD CITY OF NEWPORT BEACH R-5928-S ~ 00 CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET T4 OF 4 ? __ BS 4 AUG 2009 ~-----------------------------------------------------------------------------~------~--~--~--------~---~"-