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HomeMy WebLinkAboutR_5931_SCITY OF COSTA MESA JOHN WAYNE AIRPORT 7J 0 PROJECT LOCATION VICINITY MAP NOT TO SCALE SYMBOL ABBREVIATIONS (IN ADDITION TO GREENBOOK SECTION 1-3.2) ~ STREET LIGHT -0-POWER POLE ('-GUY WIRE [Ifill TRAFFIC PULL BOX filil CABLE TV PULL BOX ~ PULL BOX [2J GAS VALVE @[] GAS METER [EQ] TELEPHONE PEDESTAL EB PAVEMENT CORING © TREE * PALM TREE --u-SIGN CD TELEPHONE MANHOLE = WALL = RETAINING WALL -x-CHAIN LINK FENCE ©I WATER VALVE [j,ii] WATER METER l><X] FIRE HYDRANT ® WATER MANHOLE ~ IRRIGATION CONTROL VALVE e, MANHOLE ® SEWER MANHOLE @ STORM DRAIN MANHOLE E® CATCH BASIN ~ GRATE DRAIN ® VAULT VENT oSCO SANITARY SEWER CLEAN OUT ----PROPERTY LINE NEW CONSTRUCTION ---Cf_---CENTERLINE -----S---- ----w----- --E-- -T-- -CATV- SP-- SEWER LINE WATER LINE GAS LINE ELECTRICAL LINE TELEPHONE LINE CABLEVISION LINE SPRINKLER SYSTEM CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG AB AV ACP AC BC BCR BVC CATV CF CI Cf_ CNB CL. CLR. C&G E EC ECR EVC EXIST. FLG. FE FL FM G GV GB GE !CV LT. MAX. MJ MIN. NG N NTS NO. OG PE PROP. PB R RCP RET. RT. R/W SCH. s sea SMH SHT. STA. SW s SCE SQ. STL. T w W/ WM AGGREGATE BASE AIR RELIEF VALVE ASBESTOS CEMENT PIPE ASPHALT CONCRETE BEGIN CURVE BEGIN CURB RETURN BEGIN VERTICAL CURVE CABLE TV CURB FACE CAST IRON CENTERLINE CITY OF NEWPORT BEACH CLASS CLEAR CURB AND GUTTER EAST /ELECTRIC END CURVE I END CURB RETURN END VERTICAL CURVE EXISTING ~ FLANGED -FLANGED END FLOW LINE ~ FORCE MAIN GAS GATE VALVE GRADE BREAK GROOVED END IRRIGATION CONTROL VALVE LEFT MAXIMUM MECHANICAL JOINT MINIMUM NATURAL GROUND NORTH NOT TO SCALE NUMBER ORIGINAL GROUND PLAIN END PROPOSED PULL BOX RADIUS REINFORCED CONCRETE PIPE RETAINING RIGHT RIGHT-OF-WAY SCHEDULE SEWER SEWER CLEANOUT SEWER MANHOLE SHEET STATION SIDEWALK SOUTH SOUTHERN CALIFORNIA EDISON SQUARE STEEL TELEPHONE WEST /WATER WITH WATER METER BASIS OF BEARINGS: THE BEARINGS ARE BASED UPON THE BEARING BETWEEN OCS HORIZONTAL CONTROL ST A TION 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: NBS-11-70 NAVD88 74.777 FT PUBLIC WORKS DEPARTMENT SUPERIOR AVENUE CURB AND MEDIAN IMPROVEMENTS AT HOAG HEAL TH CARE ACCESS DRIVE ( I ,, Qr· APPROVED, -<IJw1l: &i,wu .d ,STEVE BADUM R.C.E. NO. 36106 ~ PUBLIC WORKS DIRECTOR APPROVED: 520 •o /,, } £1 >-v, <( "' 0 0,: w 0 z 0 8 >- DAVE WEBB R.C.E. NO. 47961 CITY ENGINEER ERi R VE DATE: 7-7-0Y DATE: 7-)-<ly &[IIJ~ITIIJ-~I '"I 1=fi11""11""11""'71 ""111"'1 """,,-Jp---~~-~-==='~="""'=!==-,. " LOCATION MAP NOT TO SCALE []][I] [I][]] ~ DilD § § DilD <( z <( 0 0/2c:!1 ~UST/Al-FOUST ASSOCIATE~ IAIC. TRAFFIC ENGINEER/NC ANO TRANSPORTATION PLANNING 2223 WE~LIN ON. AVE UE, SUITE 300 SANTA ANA, .CALIFORNIA 92701-3161 TELEP. J: 4) 667-0496 FAX (714) 667-7952 DATE: ct-;-'o-zJ;j -~c'EE",E"". ';cF-±,S~, ""R-;cCE~2-cc02cc5cc8-cEccXccPlccRccE-;9;---c;-30:;----;0cc9- EMERGENCY TELEPHONE NUMBERS APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: DAY NIGHT SOUTHERN CALIFORNIA GAS COMPANY (800) 427-2200 SOUTHERN CALIFORNIA EDISON COMPANY {800) 611-1911 AT&T TELEPHONE COMPANY {800) 332-1321 611 CITY OF NEWPORT BEACH UTILITIES DEPARTMENT {949) 644-3011 {949) 644-3717 STE MYRTER R.c.e 31056 UTILITIES DIRECTOR ~-i? ~ ANTONY BR! : R45521 TRANSPORTATION ENGINEER MESA CONSOLIDATED WATER DISTRICT {714) 631-1291 TIME WARNER CABLE {714) 542-6222 COX COMMUNICATIONS {949) 546-4100 DATE: z/7/o3 I I DATE: ;:'-? -tJi!, "tl,.OfESSJON..J ~ ,s, _____ , ,1Y ~ ~ ~ fi JOE E FOUST ~ \ I ~ ~ I, No. 20258 / . 9-30-09. * j CIVIL ~1/ o°" OF' C/>.\.\l ~ ----~ 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 DATE, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. 3. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS. 4. P.C.C. SHALL BE CLASS 560-C-3250 5. CONTRACTOR SHALL ADJUST CITY UTILITIES {e.g. WATER VALVES, 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 SPECIF!CA TIONS SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER. FAILURE TO DO SO WILL PLACE RESPONSIBILITY ON THE CONTRACTOR FOR CORRECTION. 8. ANY WORK NOT INDICATED ON THE DRAWINGS BUT CALLED FOR IN THE SPECIFICATIONS, OR VICE-VERSA, SHALL BE FURNISHED AND PERFORMED AS THOUGH SPECIFICALLY INDICATED AND CALLED FOR IN BOTH. ANY WORK NOT INSTALLED ACCORDING TO DRAWINGS AND SPECIFICATIONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. SHEET INDEX 1 TITLE SHEET 2 TYPICAL SECTIONS AND DETAILS 3 PLAN AND PROFILE SHEET 4 MEDIAN CURB CONSTRUCTION AND DET All PLAN 5 TRAFFIC SIGNAL PLAN 6 SIGNNING AND STRIPING PLAN RECORD DRAWINGS These Record Drawings hove been prepared based on information submitted, in part, by others. While this information is belie-ved to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may hove been incorporated , into these plans as o result. REVIEWED: TITLE SHEET EMMET BERKERY, RCE 22882 PROJECT MANAGER STREET & TRAFFIC SIGNAL IMPROVEMENTS FOR SUPERIOR AVE.@ HOAG HEALTH CARE ACCESS DR. DESIGNED: DRAWN: JA JA CITY OF NEWPORT BEACH R-5931-S CHECKED: DA TE: JEF 1 08 PUBLIC WORKS DEPARTMENT SHEET 1 OF 6 ~ :..= 'SJ C~.) N -@ ;,,3 ~ ~ < .. ~] ~~ Gu~ ys.9 (13)~ t?3? @5~ ©,-- .7..() ~p ... ~ -\'J -~-2., G'Qo O[ -[ ~ --n -,,:: 4:.~ r,;. ~ .,,-,- .... \}( ~ ~ (Tq -.Q, ~ ~ ~ ~-fl'" = = ·-,/ ~ ~ ... ~ I\'. "~--Q (l[,1 EXISTING WALL (PROTECT IN PLACE) ----~II. D, "' Cl z f-(/) oX 0W +z ;;:; 0 --, t>. O"CF 101.86 BWt • "' 6.63% (101.57)TC (100 90)FL R=B' JOIN in 3 24' -.....-'----T VARIE~ 7% t1AX _ 7 8' 0.50" LIP VARIABLE CURB FACE ®-Ds~l, ~=~o~ A NOTE: DRIVE\./AY SECTION SHALL BE 6' PCC / 6' C.M,B, " IXl .,,: IXl + N <() V D, • '7 . D, * APPROXIMATE ELEVATION ONLY. CONTRACTOR SHALL CERIFY PRIOR TO REMOVAL "' 0 8' 8' 0.50" LIP ~DS~Al, ~=~O~ B NOTE: DRIVE\./AY SECTION SHALL BE 6' PCC / 6' C.M.B. " ro .,,: IX) + "' "' * APPROXIMATE ELEVATION ONLY. CONTRACTOR SHALL CERIFY PRIOR TO REMOVAL AFA File: 017.079 SUPERIOR-DETAlLDWG 1:28 PM 06/25/08 R/W 100' 50' 50' 10' 2% EXISTING SIDEWALK---' C, \__ L EXISTING CURB & GUTTER---' o"cF = = ix, 5% MAX ,r 40' VARIES VARIES VARIES 1.4%-4.5% --~ SAWCUT & JOI 1' TO 3' VARIES 6 VARIES 1.6% -3.9% __ SUPERIOR AVENUE 4 NOTTO SCALE SEE SHEET 3 FOR CONSTRUCTION NOTES 1' MIN 3 \~ in ~ ;,- V '7 D, = vi l 42.90' = l 2% MAX "' GB -t:,,-------- 7 l VARl<:S 7% MA'xv '7 D, (@}Ds~l, ~=~o~ C NOTE: DRIVE\./AY SECTION SHALL BE 6' PCC / 6' C.M.B, D <;j 0 I __J I 'Q 0 .'" ~ 4' < NO LIP ON O"CF DW * APPROXIMATE ELEVATION ONLY. CONTRACTOR SHALL CERIFY PRIOR TO REMOVAL __J __J <( ;-::~ >-tJ "'<( z ..J 00.. VJ <( z :::;; f- Cl U zw -f-f-0 (/) "' X 0.. w~ c:f At'.:1 ~UST/Ill-FOUST ASSOC/A TES~ 111/C. f----+---+--------------~ TRAFFIC TRANSPORTATION PLANNING A NUE, SUITE 300 SANTA ANA, CALIFORNIA 92701-3161 ) 667-0496 FAX (714) 667-7952 -~~c..-1',_,,-k~~=~==-cc-=-=-DATE: 6· Z5" -1> 'J T, RCE 20258 EXPIRE 9-30-09 NO. DATE DESCRIPTION OF REVISIONS 8' R/W REVIEWED: SITE 1' AT 2% EXISTING GRADE - 2:1 GRADE TO JOIN EXIST . RECORD DRAWINGS These Reco~d Dr~w1~gs hov~ be:n prepared based on information submitted, in port, by others •. While t~1s 1nformat1on Is believed to be reliable, City of Newport Beach is not ~esponsible for its occurocy, nor for errors or omissions which may hove been incorporated into these plans as a result. PLAN AND PROFILE SHEET SUPERIOR AVENUE EMMET BERKERY, RCE 2288 PROJECT MANAGER DESIGNED: DRAWN: JA JA CITY OF NEWPORT BEACH R-5931-S CHECKED: DA TE: JEF 2 08 PUBLIC WORKS DEPARTMENT SHEET 2 OF 6 ~ (Y)) ~ D, <::= ~ =@ Ow (.~ R) =-~ © ~ .0::,-,. ~ © »7 l1 = ~ g= t..ro w ;:;,. ~ z (/) w 0 ,p.b I ;o ~ a,U ' • (0 ... "' "'<Xl u. 0 f'. ' "' • I I [L ' 0 ., cin u - I/ I ' I I 1 EXISTING GRADE AT R/W fl '"' ; EXISTING TOP OF CURB ~ ~ \ 'a) ~ r--. 1c;: lD _j ~l!"J_J ,-c.o ·-~~ -:i'" 'G:'.1.1.'aj T O V '-V 8u ' • / 0 -I') LL -.::t-..-..-\ .,.... ~ Q .-r--. ~ ~ en+..-\ _1 .._, No O ..- ... "s m I'-u r- 0 F.L. "' "' (0 • oi .........._____ 0.67% 1' ----- ·- w -u 0 C'?t-V,..-O ~ .,.... m o 1-, . ,,. . .:V 102 1------1 "";::i / 1.D.?-"'---~-+-.;;1rfSoL----------+------------+--------------+------------L------l ru----~ 1-..ii' .:::, 1 01 f--------1 ~ o>-_ .... "' • 100 99 f-----j 102t----- 101 100 '~ ci o EXISTING FLOWLINE FINI SHE SURFACE .:::, ,n.:::, -;" o ~ ~ -:i' ~::J--t---~i~~,~~----t-!:='..',-------t----"'-=-~"'n;::r------1------------t----~~~r------+---~t~w-------t----7~------+---_:_~ ________ +~0~~~--~~t--------+-tt-:;-g:._---------+-------------+------------i--------------t----1 v, ~ ~ I'") LL 01v ---V .._, "='o I~ 99 f------1 l!1 O'l ~ co en ,,... ~.,....~ ....., \;': ON "'-,_ -'-'-"'-'-- ' 0 LEGEND 51+00 8 ELECTRICAL CAB/NU 52+00 \ EXISTING FINISHED SURF CE AT CENTERLINE 53+00 ... -.,,.:::, 54+00 SCALE: 55+00 102t----- 101 t----- 100f---- 99 f------ HORIZ: 1"=20' VERT: 1" 2· ·-voo LJcc,-r t:Zcc ~4-'t II ~ --f ell"-. l 1F,=cccoc7= c~ ; ~,a ",<, ~~ , ,Y, c ~ O G) '"'" <0' 0C rnsTISC "~~:~~:~~TI::~: :::,~''"°' ,· 0, C,CH SOL ·-~ :;! ~ o ~ ~ 0 REMOVE INTERFERING PORTIONS OF CURB/GUTTER, PAVEMENT, SIDEWALK, DRIVEWAYS, TREES AND 9 ~ J> STAIRS <> \. ~ AC z Z LANDSCAPING. ~ \.if .,·'~ fi ~ ~ ~ ~ 0 REMOVE EXISTING PAVEMENT SECTION AND CONSTRUCT 4" AC / 6" CMB. i:<(3 3 -:,,, cow coW 1--\, 1: +z +z ~s~ STAIRS JOIN O w ANOPY j; 'S j; 'S ® CONSTRUCT FULL WIDTH SIDEWALK PER CNB-180-L. 7_ (j) SAWCUT AND REMOVE EXISTING AC PAVEMENT 1' FROM EDGE OF GUTTER AND 3' FROM CURB FACE 1~21 -~{\1_3 1 (3 4 '-~>/~c • 0 , GP ~ 3 V @ CONSTRUCT TYPE A CURB AND GUTTER (8" CF) PER CNS STD-182-L. LIL / <() / '« p// '//n. COfJ!MN OR GRAD[ BREAK. ,,,, w'oOO {J, K ~~"'-::: __ ,;. : .. : ·., ·_ .·. ·: ~ smi~r--: , ro , ¾ I~~ ~~~-X _., _,, • ._, .• -'·>'<-~ \ ,,i • rs. @ ------~ L,,.,~~~~-,-==-® CONSTRUCT 6" PCC DRIVEWAY PER CNB-166-L MODIFIED, SEE DETAIL A ON SHEET 2. " . · • f·)\ ·' " · · · . · · · .. · , ·.. \-'-..._ • '"'-, .,; ll(j)·;.r,:; -'} •. ·,. ~-,·• -· •· 0· ~ \~ ,t' ! P--I!] / ® CONSTRUCT 6" PCC DRIVEWAY PER CNB-166-L MODIFIED, SEE DETAIL 8 ON SHEET 2. r~ ,. 6,rv / ---<...!~I «,-:" T,v,,"' CATV ...... I CAT 1 • • r-·,,-, .,,._,,_-. ~ "CA, ev• '. \_ _ , . -, .. ~ cs,w . . = '\ ,, f / j y ~ "j I.~ (I00.84)TC "-,_, @o CONSTRUCT 6" PCC DRIVEWAY PER CNB-166-L MODIFIED, SEE DETAIL C ON SHEET 2. " w •w ~~ .........____~ ' mASS f V1 c~ ~ L. v /CT, •• -< i;.& ''ATV CAT' r \ 1llilN,j ' CATV----•'", ' ) • ~ __ _!_USH_, .. , _ B CKF/01 VAL~~~/ '7{+} -~ • ?\.Y)@. FL ~~CAT\,/ V ---w CATV--;;;@ RELOCATE EXISTING WATER METER PER MCWD STDS. ,01 00 " \✓, -G--W / , \v 'i,{; "" / w, V \! wt W, W, W, ;;;, \/1 \!, -_..,-/ \J @ u t , , @ RELOCATE EXISTING BACKFLOW DEVICE PER MCWD STDS. ) /B-. -... G G tl" (6 ) u u ~ G 1 l G:I. G / G / G_. u, u w, G ~ -w:=:::::-G W G\(1 -c"1 G--~~-'(-+.-+--1,/G VG w ~ Tw 0?-90 Fl T T T T----T TTw T IT ~ T \\ T---(jy-T T ~:' T T r_...-----r .... .,, T--------------T----_-_-_-_-'8,,CONSTRUCT2"PVCWATERLINE. S"MCWD 7 0 15 @ CONNECT TO EXISTING DOMESTIC WATER PIPE. AC ::,, 2 n 6 16 f'vLl_ G 7 6"MCWD '<Y • ~ ABANDON EXISTING WATER SERVICE. _ . 57 +OD _ _ _ _ _ w 52+00 _ EXIST. R/W 53+00 _ 54+00 55+00 @ CONSTRUCT 2" WATER SERVICE PER MCWD STDS. -+-w:----J----,,;;.---'---',------ci-,----,;;.-0 ----.,;;.---+-~.s;...--4---€:----.,;...--~---------------'L...--J:---~ ~,-_,es;..,_---...s;~ ----c'.:''s-----""~"1------:~c;-t---..,<;-'.:'---'Sc ---~::-s:----~-c;--++-&-• ---1--~ , ___ 'Sc@ SEE DETAIL C ON SHEET 2 FOR H. C. RAMP DESIGN. ,, ___ , , ___ , , ___ ,1 ___ , , ___ ,, ___ 3 T • @8 CONSTRUCT TYPE A cuRB AND GUTTER (VARIABLE CF) PER CNB sm-1s2-L. SEE DETAIL c oN w w w , w w v T v w v ---v ---v ---v v 12"0,o vi ---v ---v ---v ---v --v ---1✓ ---v ---v ---v ---v -1--1-v ---v ---v. SHEET 2. AC @ CONSTRUCT 3" PVC (SCH. 80) CONDUIT PER SEPERATE PLAN. INSTALL PULLROPE AND COORDINATE w -lfilJ -\__::;.J__-cC/----. EXIST. 2" C, 12PR#19 AT A DEPTH OF 4" TO 10" 00 ... "' ---G-l--,--·= _-;.-·-----r-lscE VAUfT lSIDEWALK RECONSTRUCTION PER SEPARATE PLAN WITH SOUTHERN CALIF. EDISION FOR SERVICE. @ REMOVE EXISTING PAVEMENT SECTION AND CONSTRUCT 8"AC/13"CMB (24" MIN. WIDTH). UTILITY /DISPOSITION NOTES [D EXISTING MOBILE HOME AND APPURTENCES TO BE REMOVED BY OTHERS. [I] EXISTING GUY ANCHOR TO BE RELOCATED BY SO. CALIF. EDISON. 0 EXISTING VAULT COVER TO BE ADJUSTED TO FINISH GRADE BY SO. CALIF EDISON. ['.iJ PROTECT IN PLACE. SAl;/CUT AND REMOVE EXISITNG CONSTRUCT 4' AC / 6' CAB. PAVEMENT SECTION PAVEMENT SECTION EXISTING PAVEMENT SECTIONS @-1-8"AC/13"AB IMPROVEMENTS PER SEPARATE PLAN 32' I I SAl;/CUT AND REMOVE EXISITNG L. ___ CONSTRUCT 8' AC / 18' CAB. G PCC DRIVEl;/AY APRON Q PCC SIDEl;/ALK . 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 hove been incorporated into these plans as a result. Qs)--1-10"AC/15"AB 36' c:f At'.!1 ~US TIN-FOUST ASSOC/A TE~ INC. TRAFFIC £NCIN££RINC ANO TRANSPORTA T/ON PL ANN/NC 2223 WEL~.A~UE, SUITE 300 SANTA ANA, CALIFORNIA 92701-3161 TE~ ~~)1!_ 667-0496 FAX (714) 667-7952 -,, ' DATE: & -2:?-e>'j !---+-----+----------------------~ REVIEWED: c:_j-Bo, /ah• EMMET BERKERY, RCE 228821/ PROJECT MANAGER 1 DESIGNED: DRAWN: JA JA CHECKED: DA TE: PLAN AND PROFILE SHEET SUPERIOR AVENUE CITY OF NEWPORT BEACH R-5931-S AFA File: 017.079 SUPERIOR-CURB.DWG 1:33 PM 06/25/08 ,-ODE E .• , Ol i~T.-;;,RC"'E=-;;2,coz"'5°"8:--;c;EX-;;cP::-;IR""E,...,,.9--3"'o"-"o"'g--NO. DATE DESCRIPTION OF REVISIONS JEF 2/08 PUBLIC WORKS DEPARTMENT SHEET 3 OF 6 7 \ R/W C&G 1 R/W C&G 1 R/W 50' 50' 42' 40' 1' 10' 6' 1' l----'-"----1----"---I - VARIES VARIES ------------------.====== ------~"----------------- --- SEE DETAIL "B" & "C" FOR LEFT TURN POCKET 50' 42' VARIES ---------- SEE DETAIL "B" & "C" FOR LEFT TURN POCKET Q c:c Q 1. Q I TYPICAL SECTION NOT TO SCALE ST A. 49+00 TO ST A. 56+94 It. 7' 5.5' ---- ---- TYPICAL SECTION NOT TO SCALE ST A. 57+94 TO ST A. 58+20.25 /I \49+58.00 R=3.00' -3.00' RT 49+09.92 SUPERIOR AVENUE = 10+00 DANA ROAD w 40' 50' 1 C&G EXISTING PAVEMENT VARIES R/W ----------j===== ======---~~~ --- 1 C&G EXISTING PAVEMENT rFS ________ j __ 5" TO 8" AC 5" TO 14" AB SUB GRADE r 4" SCH 40 PVC SLEEVE / FOR IRRIGA T!ON WIRING ~---;--... {\,-IRRIGATION WIRING \JO (TYP.) 4" SCH 40 PVC SLEEVE FOR MAINLINE PIPING MAINLINE PIPIN DETAIL "G" -JACK AND BORE IRRIGATION SLEEVES NOT TO SCALE i--------{ 5 )------+! °' w (]_ < f-- z < -0 w 2 -z m_ + G OW lO a, J °' w (]_ < f-- z < -0 w -2 <Xl +o -z tOW °' w Q_ < f-- z < -0 w ::. <Xl z r----+G -w lO a, SUPIERIOR A VIENUIE °' w (]_ < f-- z < -0 w <O 2 "' +o NZ lO W ,___--< 5 1-----. IMPROVEMENTS PER SEPARATE PLAN PROJECT DRIVEWAY 153+29.00 -7.00' LT 4 R=3.00' . RECORD DRAWINGS ; These Record Drawings hove been prepared based on information submitted, in port, by OAe:1 ~UST/ltl-FOUST ASSOCIATE~ llt/C. • 1 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 hove been incorporated into these plans as a result. TRAFFIC ENGINEERING ANO TRANSPORTATION Pl ANNING 2223 WELL!NGTO E, SUITE 300 SANT A ANA, CALIFORNIA 92701-3161 TELEPH 1 7-0496 FAX (714) 667-7952 --~';,,L;:-;c;-;&-\6;;c--;==-==c-;c--a;;--;;,c-DATE: ,,;-/o-vg AFA File: 017.079 SUPERIOR-CURB-MED.DWG 5: 05 PM 06 02 08 CE 20258 EXPIRE 9-30-09 6' 4' 1' VARIES -----------------1----19 9 J----i 8 VARIES ---- 8 EXISTING PAVEMENT DETAIL "B" -LEFT TURN POCKET NOT TO SCALE RAISED MEDIAN FROM STA. 52+38 TO ST A. 53+32 6' r ---- ------ 8 --- 1' f--:::, ~ 2 '(;; VARIES ------- 1-----19 8 ---------t------------EXISTING PAVEMEN - DETAIL "C" -LEFT TURN POCKET NOT TO SCALE --- RAISED MEDIAN FROM ST A. 49+55 TO ST A. 50+91 AND ST A.54+ 16.5 TO ST A. 56+94 BACK OF CURB TOP OF CURB CONSTRUCTION NOTES G) PROTECT IN PLACE. 0 CONSTRUCT TYPE B CURB (8" CF) PER CNB STD-182-L. @ CONSTRUCT TYPE B CURB (10" CF) PER CNB STD-182-L. 0 CONSTRUCT TYPE B CURB TRANSITION (8" TO 10" CF) PER CNB STD-182-L. ® CONSTRUCT MEDIAN TAPER PER CNB STD-107-L. ® ADJUST MANHOLE FRAME AND COVER TO GRADE PER CNB STD-111-L. (j) REMOVE EXISTING AC PAVEMENT, BASE AND SUBBASE TO ACCOMMODATE IMPORTED DETAIL "D" ON THIS SHEET ® PLACE VARIABLE DEPTH CMB BETWEEN NEW CURB AND EXISTING AB. ® PLACE 2" THICK AC FINISH COURSE OVER 4" THICK AC BASE COURSE. @ CONSTRUCT CURB AROUND MANHOLE PER DETAIL "E" ON HTIS SHEET. @ JACK AND BORE MAINLINE PIPING SLEEVE PER DETAIL "G" THIS SHEET. @ JACK AND BORE IRRIGATION WIRING SLEEVE PER DETAIL "G" THIS SHEET. 1' IMPORTED TOP SOIL 1' SEE NOTE 3 SEE NOTE 4 ~----s.-~t--:-- f--:::, u ,= < en 11 AC 5" TO 8" AC CMB ----I-'-----i 10 5" TO 14" AB ------ VARIES ---T"->t--t--~ ------ SEE NOTE 1 SEE NOTE 2 ------------ EXISTING PAVEMENT DETAIL "D" -MEDIAN PLANTING NOT TO SCALE 1. SAWCUT AND REMOVE AC PAVEMENT. PLACE 6" AC OVER EXISTING OR PROPOSED BASE. 2. WHERE EXISTING AC PAVEMENT JS GREATER THAN 6", REMOVE ALL AC PAVEMENT ABOVE EXISTING BASE AND PLACE CMB BETWEEN NEW CURB AND EXISTING BASE. 3. WHERE MEDIAN IS GREATER THAN 6' WIDE (CF TO CF), IMPORTED TOP SOIL SHALL BE GRADED SUCH THAT IRRIGATION RUNOFF DRAINS TO THE OUTER SIDES. CONTRACTOR SHALL RANDOMLY MOUND TOP SOIL TO ACHIEVE A NON-UNIFORM UNDULATING FINISH. 4. WHERE MEDIAN IS 6' WIDE (CF TO CF), IMPORTED TOP SOIL SHALL BE GRADED SUCH THAT IRRIGATION RUNOFF DRAINS TOWARD THE MIDDLE. 5. IMPORTED TOPSOIL SHALL CONFORM TO THE REQUIREMENTS FOR CLASS A TOPSOIL PER SECTION 212-1 OF THE GREENBOOK. TOP SOIL. SEE i-------1 5 1--"--',_--,.j " NO. DETAIL "E" -CURB AROUND MANHOLE \54+19.50 R=3.00' -3.00' RT CONSTRUCTION it_ S/2-? /o'I DATE DESCRIPTION OF REVISIONS NOT TO SCALE w w ::s I I\ , ,, ( ffi'--'-.. r[]_,\ < ' \;,:) ::;; ' JJ~ b ~ ~ REVIEWED: I\ ' ,/1 58+14 -0.25' LT R=6.25' EMMET BERKERY, RCE 22882 PROJECT MANAGER DESIGNED: DRAWN: JA JA CHECKED: DATE: JEF 2/08 I\ C CA\.Y w w MEDIAN INSTALLATION SUPERIOR AVENUE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT w--w-- R-5931-S SHEET 4 OF 6 C ~ CITY OF COSTA MESA JOHN WAYNE AIRPORT ~ PROJECT LOCATION VICINITY MAP NOT TO SCALE SYMBOL ABBREVIATIONS -0- @ ® @ D()<J Sf,! lli:J ml ~ @ ('- b. p f;;) e ;J:'iJ 112] ~ (E) [O ~ij///(ud --------- ---it--- ----S---- -----w----- ---G-----E----T-- -CATV- --SP-- -x-x-x- (IN ADDITION TO GREENBOOK SECTION 1-3.2) POWER POLE SEWER CLEANOUT SEWER MANHOLE STORM DRAIN MANHOLE FIRE HYDRANT WATER METER STREET LIGHT PULL BOX TRAFFIC SIGNAL PULL BOX STREET LIGHT WATER VALVE GUY WIRE SURVEY MONUMENT SIGN VAULT VENT TREE IRRIGATION CONTROL VALVE CABLE TV PULL BOX CORING LOCATION ELECTRICAL MANHOLE ELECTRICAL PULL BOX BUILDING EXISTING CONSTRUCTION PROPERTY LINE NEW CONSTRUCTION CENTERLINE SEWER LINE WATER LINE GAS LINE ELECTRICAL LINE TELEPHONE LINE CABLEVISION LINE SPRINKLER SYSTEM FENCE BLOCK WALL CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG AB ARV ACP AC BC BCR BVC BLK CATV Cl It CNB CL CLR C&G E EC ECR EVC EXIST FLG FE FL FM G GV GB GE IP&T LT MAX MJ MIN NG N NTS NO OG PE PROP PB RCP RET RT SCH s sco SMH SHT SW s SCE so STIL T w Wj AGGREGATE BASE AIR RELIEF VALVE ASBESTOS CEMENT PIPE ASPHALT CONCRETE BEGIN CURVE BEGIN CURVE RETURN BEGIN VERTICAL CURVE BLOCK CABLE TV CAST IRON CENTERLINE CITY OF NEWPORT BEACH CLASS CLEAR CURB AND GUTTER EAST /ELECTRIC END CURVE END CURVE RETURN END VERTICAL CURVE EXISTING FLANGE FLANGED END FLOW LINE FORCE MAIN GAS GATE VALVE GRADE BREAK GROOVED END IRON PIPE AND TAG LEFT MAXIMUM MECHANICAL JOINT MINIMUM NATURAL GROUND NORTIH NOT TO SCALE NUMBER ORIGINAL GROUND PLAIN END PROPOSED PULL BOX REINFORCED CONCRETE PIPE RETAINING RIGHT SCHEDULE SEWER SEWER CLEANOUT SEWER MANHOLE SHEET SIDEWALK SOUTH SOUTHERN CALIFORNIA EDISON SQUARE STEEL TELEPHONE WEST/WATER WITH BASIS OF BEARINGS: BENCHMARK: 1 e ru SUPERIOR A VENUE MEDIAN LANDSCAPING DANA ROAD TO 50' S'LY OF COSTA MESA CITY BOUNDARY \,I 0 <( 0 "' <( z <( 0 L'.J I EMERGENCY TELEPHONE NUMBERS SOUTIHERN CALIFORNIA GAS COMPANY SOUTIHERN CALIFORNIA EDISON COMPANY AT&T TELEPHONE COMPANY CITY OF NEWPORT BEACH UTILITIES DEPARTMENT ORANGE COUNTY SANITATION DISTRICT TIME WARNER CABLE MESA CONSOLIDATED WATER DISTRICT DAY NIGHT (800) 624-8153 (800) 611-1911 (800) 332-1321 (949) 644-3011 (949) 644-3717 (714) 962-2411 (714) 542-6222 (949) 631-1291 DATE: ------- DATE: /4 ·2-(J Yi --LANDSCAPING --LANDSCAPING SUPERIOR AVENUE "' LOCATION MAP NOT TO SCALE APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: 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 CONTRACT'S 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 CONSTRUCTION. 3. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS. 4. P.C.C. SHALL BE CLASS 56D-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. CONSTRUCTION NOTES E 0 "' '° CX) <_ a, .::::_ a, 0 a, " "' w F" f= n 0 0 CX) 0 / f-------------------------------------------10 u / a, 0 TITLE SHEET 2 IRRIGATION PLAN 3 PLANTING PLAN 4 LANDSCAPE CONSTRUCTION DETAILS 5 LANDSCAPE CONSTRUCTION DETAILS SHEET INDEX RECORD DRAWINGS These Record Drawings hove been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may hove been incorporated into these plans as a result. 0-0000 0 I I L 0 L <ll Q_ :J (f) n 0 0 CX) 0 / (f) f--w w n:: f--(f) / (f) f--0 w --, 0 n:: O,_ / "' ~ C <ll E :J () 0 0 >, 2 < L L 0 I / "' a, C ~ ~ <ll (f) I \ ) / ~ 7 :;< ' CONNECT MAINLINE DIRECTLY D□'wNSTREAM OF THE EXISTING 2' CATV---CATV---w CATV CATV CATV CATV CATV CATV CATV CATV CATV CATV lfil CA @] MA~-!iLINE OF ADJACENT MEDIAN, REFER TD CIVIL PLANS FDR @ 'NlJU! 1 L.1,1C~ 1 I□Ns AND DE I AJ,1,.1.s. 1 HE Pkl:.ss□RE bl:.RivED v v --"' v --v -=-=-=--'"'~y="~~;;:=::~~::::::::i:;==,~~~~~TT~~~~~~=i-?b~~~~~~¾==~~~~~d!b~~~~~~d!b~==~~~~-d!!:.====F~~=i';==="f==J °F'R□M L□RE'.N AT NE'wi'DRT BEAcl-1 \,I ATER 'DISTRICT ,-VARIES G --'--G G ----+--G u V '~ -I ' __,/ ~ V V V V V V V V V -V V V V C . L, u ·l, v- w u u ·u ·L, l, C, • L, u -u ~ _...--,..-, 1-::J ·':;JU t':Sl. \..J-r"':JJ b"t"t-.,jUll, PEAK \,/ATER DEMAND• AVAILABLE PRESSURE• l'.J REQUIRED MINIMUM PRESSURE• 21.7 GPM 75,0 PSI 52,3 PSI SUPERIOR A VEN l J F <7 z <( ~ ~ 1"1 :iill:ii POINT OFr-A"JNECTION -WIRES: ,,<f \_ _ LOCATE AND CONNECT TD EXISTING ~ TEN (10) \,/IRES AND COMMON 'w!RES, 0 ~ l'.J;'./' PULL ALL NON-USED 'w!RES TD END ? I OF MEDIANS PER NOTE BELO\,/, <t S'c lfil 0 V CAT CATV ' ~ATV CAT\./ ~ATV 1. f- UJ UJ I (/) IRRIGATION NOTES: V ALL WORK SHALL CONFORM TO APPLICABLE CODES. Iv V G G W' 2. REFER TO SPECIFICATIONS FOR SUBMITTALS, INSPECTIONS AND OTHER APPLICABLE INFORMATION. V G 3. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, AND OTHER EQUIPMENT SHOWN WITHIN PAVED AREAS OR OUT OF PROPERTY BOUNDARIES ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHERE POSSIBLE. NEVER INSTALL IRRIGATION OUTSIDE OF PROPERTY LINES OR LIMITS INDICATED ON PLAN. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL ABOVE-GRADE IRRIGATION EQUIPMENT WITH THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION, OR CONTRACTOR MAY BE REQURED TO MOVE SUCH ITEMS AT THE CONTRACTOR'S OWN COST. V 4. DO NOT WILFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES, OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE EXISTED AT THE TIME OF THE IRRIGATION DESIGN PREPARATION. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE IMMEDIATELY. IN THE EVENT THIS NOTIFICATION IS NOT GIVEN THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY TO BRING THE SYSTEM TO A PROPER WORKING CONDITION AND TO THE OWNER'S SATISFACTION. ' 5. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES, ETC. HE SHALL COORDINATE HIS WORK WITH THE GENERAL CONTRACTOR AND OTHER SUBCONTRACTORS FOR THE LOCATION AND INSTALLATION OF PIPE SLEEVES UNDER ROADWAY PAVING. 6. THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL CONTROL WIRING, CONTROL WIRE SLEEVES, LATERAL AND MAINLINE, AND PIPE SLEEVING UNDER ALL PAVED AREAS PER PLAN, PRIOR TO PAVING. ALL SLEEVING SHALL BE PVC SCHEDULE 40 PIPE AND BE A MINIMUM TWICE THE ENCLOSED PIPE SIZE. 7. THE IRRIGATION SYSTEM DESIGN IS BASED ON THE MINIMUM OPERATING PRESSURE AND THE MAXIMUM FLOW DEMAND SHOWN ON THE DRAWINGS AT THE POINT OF CONNECTION. THE IRRIGATION CONTRACTOR SHALL VERIFY WATER PRESSURE PRIOR TO CONSTRUCTION. REPORT ANY DIFFERENCES BETWEEN THE WATER PRESSURE INDICATED ON THE DRAWINGS AND THE ACTUAL PRESSURE READING THE IRRIGATION POINT OF CONNECTION TO THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO THE START OF THE IRRIGATION SYSTEM CONSTRUCTION, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY TO BRING THE SYSTEM TO A PROPER WORKING CONDITION. V V G T CATV CATV --V/_TV __ V V V V G G V V V SUPERIOR IRRIGATION LEGEND: SYMBOL PRODUCT MODEL DESCRIPTION NOZZLE ~ TORO 570Z 6P COM 6' PDP UP SPRAY HEAD 15-H ~ TORO 570Z 6P COM 6' PDP UP SPRAY HEAD 15-T ~ TORO 570Z 6P COM 6' PDP-UP SPRAY HEAD 15-Q /\ TORO 570Z 6P COM 6' PDP-UP SPRAY HEAD 12-H □ TOR□ 570Z-6P-C□M 6' PDP-UP SPRAY HEAD 10-H 0 TOR□ 570Z-6P-C□M 6' PDP-UP SPRAY HEAD 8-H 0 TORO 570Z-6P-C□M 6' PDP-UP SPRAY HEAD 8-Q C, TORO 570Z-6P-C□M 6' PDP-UP SPRAY HEAD 5-H El) TORO 570Z-6P-C□M 6' PDP-UP SPRAY HEAD 5-Q 181 TORO STANDARD UNIVERSAL FLOOD BUBBLER 514-20 8. THE HYDRAULIC CALCULATIONS FOR THIS IRRIGATION SYSTEM HAVE BEEN ESTAB- LISHED USING THE MATERIALS AS SPECIFIED ON THIS PLAN. SUBSTITUTIONS MADE TO THE MATERIALS BY THE CONTRACTOR WITHOUT PREVIOUS ACCEPTANCE BY THE LANDSCAPE ARCHITECT SHALL PLACE ALL LIABILITY OF THE IRRIGATION SYSTEM ONTO THE IRRIGATION CONTRACTOR. NO SUBSTITUTIONS OF EQUIPMENT WILL BE ACCEPTABLE WITHOUT PRIOR WRITTEN APPROVAL BY THE LANDSCAPE ARCHITECT. THE IRRIGATION CONTRACTOR MAY BE REQUIRED TO REMOVE AND REPLACE ALL SUBSTITUTED EQUIPMENT IF SO ORDERED BY THE OWNER. 9. INSTALL ALL MATERIALS AND EQUIPMENT AS SHOWN IN THE DETAILS. USE TEFLON TAPE ON ALL PVC MALE PIPE THREADS ON ALL SPRINKLER SWING JOINT AND VALVE ASSEMBLIES. 10. ALL IRRIGATION HEADS SHALL BE SET PERPENDICULAR TO THE FINISH GRADE OF THE AREA TO BE IRRIGATED. 11. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS FOR OPTIMUM PERFORMANCE AND TO PREVENT OVERSPRAY ONTO WALKS, ROADWAYS, AND/OR BUILDINGS AS MUCH AS POSSIBLE. THIS SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC TO FIT THE EXISTING SITE CONDITIONS AND TO THROTTLE THE FLOW CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM. ~ TCLA,Inc. 0 CORPORATE OFFICE: JOSEPH A. VARONIN A.S.LA CA#1737 27905 SMYTH DRIVE, VALENCIA, CALIFORNIA 91355 (PH) 661-702-1011 (FX) 661-702-0293 0 ORANGE COUN1Y OFFICE: RADIUS GPM PSI PATTERN DETAIL SYMBOL PRODUCT 14' 1.37 20 HALF 7 /SHT 3 @ CARSON 14' ,95 20 THIRD 14' ,68 20 QUARTER l><I MATC□ 11' ,95 20 HALF () RAINBIRD 9' .60 20 HALF 7' .37 20 HALF 0 GRIS'wOLD 7' .17 20 QUARTER 4' .10 HALF 20 2' ---- 4' .05 20 QUARTER FLOOD ADJ, 20 FLOOD 8 /SHT 3 1/2" ---~2" --- 2" ---#----------- 12. IT IS THE INTENT OF THE DESIGN TO INDICATE THE INSTALLATION OF POP-UP HEADS IN LANDSCAPED AREAS ADJACENT TO PEDESTRIAN AND VEHICULAR AREAS. IN THE EVENT THAT POP-UP HEADS HAVE NOT BEEN SPECIFIED IN THESE AREAS IT SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO BRING THIS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. 13. FOR TECHNICAL ASSISTANCE WITH CENTRAL CONTROL SYSTEM EQUIPMENT OR OPERATION CONTACT MR. SCOTT KYLE AT RAINMASTER, (949) 212-8013. ' 14. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PULLING ALL CONTROL AND COMMON WIRE THROUGH CONDUIT FROM WIRE POINT OF CONNECTION LOCATION TO VALVES. ffi 11-24-08 ADD BUBBLERS TO PALMS 20' 10' 0 20' 40' 60' 1340 REYNOLDS AVENUE #103, IRVINE, CALIFORNIA 92614 (PH) 949-250-1615 (FX) 949-250-1801 □ CENTRAL VALLEY OFFICE: 4600ASHE ROAD SUITE 319, BAKERSFIELD, CALIFORNIA 93313 l--j-----+-----------------------1 (PH) 661-398-9300 (FX) 661-398-9393 NORTH SCALE: 1" = 20' NO. DATE DESCRIPTION OF REVISIONS POINT OF CONNECTION -CONTROLLER: EXISTING 18 STATION 'EVOLUTION' PEDESTAL CONTROLLER IN STAINLESS STEEL ENCLOSURE, CONT ACT SCOTT KYLE AT RAINMASTER (949) 212-8013, FDR HOOK-UP OF NE\,/ CONTROL VALVES TD CITY CENTRAL CONTROL. REFER TD CIVIL ENGINEER DRA'w!NGS FDR LOCATION, STA (40+00), VERIFY LOCATION 'wITH CITY INSPECTOR, MODEL DESCRIPTION MODEL 910 10' ROUND PLASTIC CONTROL AND COMMON 'wIRE PULL BOX. COIL MINIMUM 24' OF \,/IRE 'wITHIN BOX, 754 SERIES BRONZE FULL PORT BALL VALVE -LINE SIZE 44RC QUICK COUPLING VAL VE \,/ITH YELL□\,/ RUBBER CAP -1' D'w SERIES ELECTRIC REMOTE CONTROL VALVE IN BOX -SIZE PER PLAN BURIED PRESSURE MAINLINE PIPING, SIZE PER PLAN, USE CLASS 315 FDR PIPE 2' AND LARGER AND SCHEDULE 40 FDR 1-1/2' AND SMALLER, BURIED NON-PRESSURE LATERAL LINE PIPING, PVC SCHEDULE 40, SIZE PER PLAN. PIPE SLEEVING, (FDR UNDER STREET, REFER TD CIVIL ENGINEER'S PLANS) 'wIRE SLEEVING, (FDR UNDER STREET, REFER TD CIVIL ENGINEER'S PLANS) IRRIGATION SYMBOL LEGEND: ,........,,...-.---DENOTES CONTROLLER (LETTER) AND VALVE (NUMBER) SEQUENCE ~DENOTES MAXIMUM GPM FLO\,/ THROUGH VALVE \2:.::f-,__--DEN□TES VALVE SIZE ------ . RECORD DRAWINGS These Reco~d Dr~wi~gs hove been prepared based an information submitted, in port, by others •. While t~1s information is believed to be reliable, City of Newport Beach is not ~espons1ble for its accuracy, nor far errors or omissions which may have been incorporated into these plans as a result. -----------~= REVIEWED: 75,0 PSI 56.3 PSI 52,3 PSI 4.0 PSI DETAIL 2 /SHT 3 3 /SHT 3 4 /SHT 3 5 /SHT 3 6 /SHT 3 6 /SHT 3 - - 0-0000 MICHAEL SINACORI, RCE 46214 PROJECT MANAGER LANDSCAPE PLANTING PLAN SUPERIOR AVENUE MEDIAN LANDSCAPING DANA ROAD TO 50' S'L Y OF COSTA MESA CITY BOUNDARY DESIGNED: DRAWN: HK CD CHECKED: DATE: HK 00-00-0000 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 0-0000-0 SHEET 2 OF 5 w ,;.,,,,,--~A-1\'.~--c.CA~---.(;A'l~--~=~--='>+-'-'~--~P.Lc---CA+:V.,..--~APM--aa.Cll+V:ai==--a.G-A'P.L=~"ac:I--CATV---CATV---CATV---CATVt----CATV---CATV---CATV---CATV---CATV---CATV---CATV---CATV---CA -V --v--v -F-G-V --G v--GV--GV --r --~--VG--VG -=-::-~@_v_-G-=-==+v--G----=----=--=--~=c;;t:~~~~~~~;clc~~fit9.ifk~~~~~~~~~~~~~cf!-=~~~~~~~~~;clc~~~~~~~'=~~e¾=i:~~~~~~~=c;=~~~ SUPERIOR AVENUE 1-w w I (/) 49+00 CJ \I 50+00 I ·; CATV V V G V \ V CATV V V V G V 51+00 @\ [>(cX] /I -T \ I ' ,_ CATV SATVXATV CATV CATV V V V V V € V V G V G V GV GV )1 G G G CAT:V, SATV---CATV-----w --w --V --V --v--v--v--v-----G---G---G--- V --V V--'V'~=:----------=~-~ s u P ER I o R A vEN0u E ;f:) Cl) 54+0 l 55+00 56+00 X 57+00 PLANTING NOTES: I V ' V -+--, I--W-v--v--v z ...J I C> ~ ~ [IT] 2) V C vr V > € --~ ~ C ~ --< 1. PLANT QUANTITIES SHOWN ON LEGENDS ARE FOR GENERAL INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIS OWN TAKEOFFS AND QUANTITIES. 2. ALL WORK SHALL CONFORM TO APPLICABLE LOCAL CODES. 3. THE CONTRACTOR SHALL BE AWARE OF EXISTING AND PROPOSED UTILITIES, AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE UTILITIES AND/OR ANY INJURY TO ANY PERSON. 4. THE CONTRACTOR SHALL TAKE EXTREME CARE NOT TO DAMAGE ANY EXISTING PLANT MATERIAL. ANY EXISTING PLANT MATERIAL DAMAGED BY THE CONTRACTOR SHALL BE REPLACED WITH ONE OF THE SAME TYPE AND SIZE AT THE CONTRACTOR'S OWN EXPENSE, AS ACCEPTABLE TO THE CITY INSPECTOR. 5. ALL PLANT LOCATIONS ARE DIAGRAMMATIC. ACTUAL LOCATIONS SHALL BE VERIFIED WITH THE CITY INSPECTOR PRIOR TO PLANTING. 6. ALL PLANT MATERIAL WITHIN A SPECIES SHALL HAVE SIMILAR SIZE, AND SHALL BE OF A FORM TYPICAL FOR THE SPECIES. ANY PLANT DEEMED UNACCEPTABLE BY THE LANDSCAPE ARCHITECT SHALL BE IMMEDIATELY REMOVED FROM THE SITE AND SHALL BE REPLACED WITH AN ACCEPTBLE PLANT OF LIKE TYPE AND SIZE AT THE CONTRACTOR'S OWN EXPENSE. ANY MATERIAL APPEARING TO BE UNHEALTHY, EVEN IF DETERMINED TO STILL BE ALIVE, SHALL NOT BE ACCEPTED. THE CITY INSPECTOR SHALL BE THE SOLE JUDGE AS TO THE ACCEPTABILITY OF PLANT MATERIAL. 7. ALL TREES SHALL BE STANDARD IN FORM AND UNIFORM IN HEIGHT TO THE INSPECTORS SATISFACTION, UNLESS OTHERWISE SPECIFIED. 8. ALL PLANTING AREAS SHALL RECEIVE A 2" LAYER OF NITROGEN FORTIFIED SHREDDED TREE AND PLANT MATERIAL MULCH. THE MULCH SHALL CONSIST OF THE CITY'S STANDARD MIX. THE MULCH SHALL BE SPREAD EVENLY THROUGHOUT ALL PLANTING AREAS. THE MULCH SHALL BE 1" DEEP WITHIN ALL TREE AND SHRUB WATERING BASINS. ABSOLUTELY NO BARE GROUND SHALL BE SHOWING. PROVIDE SAMPLES OF MULCH FOR APPROVAL BY THE CITY'S GENERAL SERVICES DEPARTMENT PRIOR TO INSTALLATION. V 9. THE CONTRACTOR SHALL INSTALL ROOT BARRIERS NEAR ALL TREES THAT ARE LOCATED WITHIN FIVE (5) FEET OF PAVING OR CURBS. ROOT BARRIERS SHALL BE EQUIVALENT TO "DEEP-ROOT" OR "CENTURY" 24" DEEP PANELS. BARRIERS SHALL BE LOCATED IMMEDIATELY ADJACENT TO THE BACK OF CURB PER THE ROOT BARRIER DETAIL ON THESE PLANS. INSTALL PANELS PER MANUFACTURER'S RECOMMENDATIONS. UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR USE ROOT BARRIERS OF A TYPE THAT COMPLETELY ENCIRCLE THE ROOTBALL. 10. ALL SHRUB PLANTINGS SHALL BE A MINIMUM OF TWELVE (12) INCHES FROM THE BACK OF CURB. 11. MISCANTHUS IS EXCLUSIVELY AVAILABLE THROUGH DESIGN II, (760) 728-2641. 12. ALL PLANTINGS SHALL HAVE CANS LOCATED AND APPROVED BY CITY INSPECTOR PRIOR TO DIGGING PLANTING PITS. 20' 10' 0 20' 40' 60' NORTH SCALE: 1" = 20' i V V V V V nsc[ VAUJ-T C TREE LEGEND VJ'-~--V --V , ,/ A @V "--SYMBOL DENOTES D~~L RDViDF FESTUCA DVINA 'GLA Cl ', SEE :,.LEGEND > BEL□V. L_ _______ ..:;z..l----1----' ,_ C --> - V -3:)- \ / /-~~( ', > V -- oru SYMBOL BOTANIC NAME COMMON NAME SIZE QTY REMARKS w SY AGRUS ROMANZ□FFIANUM .J QUEEN PALM 20' BTH 8 20' BROVN TRUNK HEIGHT 0 PHOENIX ROEBELENII ✓ PYGMY DATE PALM 24' BOX 4 3'-4' HIGH MULTI-TRUNK <3-4 CLUMPS) BOULDER LEGEND: ADDITIONAL PLANTS TO BE PROVIDED: @ DENOTES GRAY GRANITE BOULDER VITH THE APPROXIMATE DIMENSION OF 2' DIAMETER IN LONGEST DIRECTION. CONTRACTOR SHALL PROVIDE FIVE (5) 15 GALLON CAESALP!NIA G!LLISII, YELL□V BIRD OF PARADISE FOR LDCA TING BY CITY INSPECTOR. COST SHALL INCLUDE ® DENOTES GRAY GRANITE BOULDER VITH THE APPROXIMATE DIMENSION OF 4' DIAMETER IN LONGEST DIRECTION. © DENOTES GRAY GRANITE BOULDER VITH THE APPROXIMATE DIMENSION OF 6' DIAMETER IN LONGEST DIRECTION. FDR BOULDER DETAIL, REFER TD @ INST ALLA TI□N. THESE ARE IN ADDITION TO THE QUANTITY SHOVN ON THE LEGEND. RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by ~ TCLA,Inc. 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 moy hove been incorporated into these plans as a result. --------------------------------------------- 0 CORPORATE OFFICE: JOSEPH A. VAR0NIN A.S.LA CA#1737 27905 SMYTH DRIVE, VALENCIA, CALIFORNIA 91355 (PH) 661-702-1011 (FX) 661-702-0293 ~~ C ORANGE COUNTY OFFICE: 1340 REYNOLDSAVENUE#103, IRVINE, CALIFORNIA 92614 (PH) 949-250-1615 (FX) 949-250-1801 □ CENTRAL VALLEY OFFICE: 4600 ASHE ROAD SUITE 319, BAKERSFIELD, CALIFORNIA 93313 (PH) 661-398-9300 (FX) 661-398-9393 NO. DATE DESCRIPTION OF REVISIONS V ~ I \ w ---' \ nscE VAWLT SHRUB AND GROUNDCOVER LEGEND ABBRV. BOTANICAL NAME COMMON NAME AC ALOE CILIARIS ✓ ALOE VAR. CG CAESALPINIA GILLISII v YELLDV BIRD OF PARADISE BUSH GI GERANIUM INCANUM v CRANESBILL IC IMPERATA CYLINDRICA 'RUBRA' ✓ JAPANESE BLOOD GRASS ID IRIS DOUGLASIANA ✓ BLUE PACIFIC COAST IRIS MT MISCANTHUS TRANSMORRIS□NENSIS 'SENTINEL' EVERGREEN MISCANTHUS SAC SALVIA 'ALLEN CHICKERING' ✓ ALLEN CHICKERING SAGE SG SALVIA GREGGII 'RED' ✓ AUTUMN SAGE TI THAMNOCHORTUS INSIGNIS ./ THATCHING REED FD DENOTES FESTUCA DVINA 'GLAUCA' -/ BLUE FESCUE D<XXXXI 1 GALLON AT 12' O.C., TV□ RDVS, BLUE FESCUE TRIANGULAR SPACING NOTE• INST ALL PLANTS PER PLANTING DETAILS PLANTING LEGEND: ~ DENOTES PLANT MATERIAL, SEE LEGEND ~ DENOTES QUANTITY IN GROUPING, AND SIZE, <IE• 24'=24' BOX, 15G=15 GALLON, 5G=5 GALLON, AND lG=l GALLON) • REVIEWED: SIZE QTY 5 GALLON 18 15 GALLON 9 1 GALLON 30 1 GALLON 239 1 GALLON 54 1 GALLON 10 5 GALLON 32 5 GALLON 155 5 GALLON 8 1 GALLON 1,572 0-0000 MICHAEL ACORI, RCE 46214 LANDSCAPE PLANTING PLAN SUPERIOR AVENUE MEDIAN LANDSCAPING DANA ROAD TO 50' S'LY OF COSTA MESA CITY BOUNDARY f'o1: PROJECT MANAGER DESIGNED: DRAWN: HK CD CHECKED: DATE: HK 00-00-0000 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 0-0000-0 SHEET 3 OF 5 7 8 6" ,.---POP-UP SPRAY HEAD, FLUSH IN TURF 1" ABOVE FINISH GRADE IN GROUNDCOVER '-------------PVC SCH-40 90 DEGREE TxT ELL POP-UP SPRAY HEAD ---8" MINIMUM PVC SCHEDULE 80 NIPPLE MARLEX 90 DEGREE STREET ELL '-----PVC LATERAL LINE AND FITTING SCALE: NTS THREADED BUBBLER PER IRRIGATION LEGEND, FLUSH HITH MULCH I" MULCH LAYER PER PLANTING NOTES ,.-E:ARTH BASIN PER PLANTING DETAILS LCH LAYER PER PLAN 5 --LATERAL LINE TO VALVES ,,----SCH 40 PVC MALE ADAPTER CARSON INDUSTRIES #1419A-12B, GREEN SQUARE BOX 'wlTH LOCKABLIE LID WATERPROOF WIRE CONNECTORS t5~tWE 12" LONG EXPANSION UNION ,.--ui--r--REMOTE CONTROL VALVE ....--,,\,.!JJ-PVC SCHEDULE 80 NIPPLES TYP. RED BRICK TYPICAL, 4 REQUIRED --H---PRESSURE MAINLINE SXSXT _ ~~::::;g ___ FITTING '-COMMON AND CONTROL WIRES NOTE: HEAT BRAND CONTROLLER & VALVE NUMBER ON COVER IN 2" TALL LETTERS, TYPICAL REMOTE CONTROL VALVE SCALE: NTS ~--------FINISH GRADE 6" IN. (NTS) •• 'I• • •• • i=INISH GRADE z ::,; z . ::,; N :~•:. ::-:· tt·· ....... ~ .. -~ ' PLANT PIT SHRUB ROOTBALL 1/2" PVC SCHEDULE 80 RISER PVC '10 DEGREE STREET ELL MARLE.X '10 DEGREE STREET ELL LATERAL LINE AT 12" BELOH FINISH GRADE. LOCATE TEE OR ELL FLUSH TO EDGE OF PLANT PIT OJ ~ .-1 II I I I I I~ -+l--r---r--ll-~++-+++-----PRESSURE MAINLINE :Ill Ill ,,,_,,,.,.~ =1 I J=i -, .. , .. · ·-·-~-~,.<· ·","· =111 Ill m m Ill m ri-.c=, , , ,ill,. ,111,, .ill,, ,ill,, ,111, . .LL-., VALVE CONTROL WIRE ...._ __ 2" DEEP CLEAN, APPROVED BACKFILL MATERIAL REFER TO CIVIL PLANS FOR SLIEEVING LOCATIONS AND SIZES ---- TTl ffi_ rrr--, I l=I I 1=111::-'' •-I Ii- PALM TREE BUBBLER SCALE: NTS 6 TRENCHING DETAIL ---- ----------------------- RECORD DRAWINGS These Record Drawings hove been prepared based on information submitted, in port, 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 hove been incorporated into these plans as a result. TCLA,Inc. ~ 0 CORPORATE OFFICE: JOSEPH A. VARONIN A.S.LA CM/1737 27905 SMYTH DRIVE, VALENCIA, CALIFORNIA 91355 ~~~,._(PH) 661-702-1011 (FX) 661-702-0293 6 C ORANGE COUNTY OFFICE: 1340 REYNOLDS AVENUE #103, IRVINE, CALIFORNIA 92614 (PH) 949-250-1615 (FX) 949-250-1801 0 CENTRAL VALLEY OFFICE: SCALE: NTS 3 4 BALL VALVE • X "' <( :,; ~------GREEN ROUND VALVE BOX 2" ABOVE FINISH GRADE FINISH GRADE EXTENSIONS AS REQ'D. ~-BRASS BALL VALVE PVC SCH 80 MALE ADAPTER PROVIDE 1 "-2" AIR SPACE BTWN BOTTOM OF VALVE AND TOP OF ROCK. ~--8" MINIMUM LAYER OF PEA GRAVEL ~-RED BRICK TYPICAL, 4 REQUIRED h-rr>'J-1,HL-.-,,,<;.._ NOTE: HEAT BRAND "BV" ON COVER IN 2" TALL LETTERS, TYPICAL _,,....--FINISH GRADE SCALE: NTS ~--CARSON INDUSTRIES #910-12B ROUND BREEN BOX ---QUICK COUPLING VALVE .,,----RED BRICK, (4 REQUIRED) .,,---1 CUBIC FOOT OF PEA GRAVEL .,,---BRASS NIPPLE ---BRASS 90 DEGREE STREET ELL .,,---BRASS 90 DEGREE STREET ELL ,,----6" BRASS NIPPLE --MAINLINE PIPING AND FITTING NOTE: HEAT BRAND "QC" ON COVER IN 2" TALL LETTERS, TYPICAL QUICK COUPLING VALVE SCALE: NTS 11-24-08 ADD BUBBLIERS TO PALMS 4600 ASHE ROAD SUITE 319, BAKERSFIELD, CALIFORNIA 93313 (PH) 661-39!1-9300 (FX) 661-39!1-9393 NO. DA TE DESCRIPTION OF REvlSIONS BOULDER FINISH GRADE TOP SIX INCHES (6") OF SOIL UNDER BOULDER SHALL BE COMPACTED TO 90% SEE LAYOUT PLANS FOR BOULDER BOULDER LOCATIONS BOULDER SCHEDULE TYPE A = 2.0' AVERAGE WIDTH TYPE B = 4.0' AVERAGE WIDTH TYPE C = 6.0' AVERAGE WIDTH 1 BOULDER DETAIL SCALE: NTS FINISH GRADE AT 1" BELOW TOP OF BOX IN TURF AREAS; 2" BELOW OF BOX IN SHRUB/GROUNDCOVER AREAS. CARSON INDUSTRIES #910-12B ROUND GREEN BOX MINIMUM 24" LONG PIGTAILS OF VALVE AND COMMON WIRE WITH NO SPLICES 1 CUBIC FOOT OF PEA GRAVEL RED BRICK, ( 4 REQUIRED) NOTE: HEAT BRAND "PB" ON COVER IN 2" TALL LETTERS, TYPICAL 2 IRRIGATION PULLBOX SCALE: NTS 0-0000 REvlEWED: MICHAEL SINACORI, RCE 46214 PROJECT MANAGER DESIGNED: DRAWN: HK CD CHECKED: DA TE: HK 00-00-0000 LANDSCAPE CONSTRUCTION DETAILS SUPERIOR AVENUE MEDIAN LANDSCAPING DANA ROAD TO 50' S'L Y OF COSTA MESA CITY BOUNDARY CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 0-0000-0 SHEET 4 OF 5 RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in port. 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. ~ TCLA,Inc. 0 CORPORATE OFFICE: JOSEPH A. VARONIN AS.LA. CAf/1737 27905 SMYTH DRIVE, VALENCIA, CALIFORNIA 91355 (PH) 661-702-1011 (FX) 661-702--0293 ~;:::~::::.._ □ ORANGE COUNTY OFFICE: 1340 REYNOLDS AVENUE #103, IRVINE, CALIFORNIA 92614 (PH) 949-250-1615 (FX) 949-250-1801 □ CENTRAL VALLEY OFFICE: 4600 ASHE ROAD SUITE 319, BAKERSFIELD, CALIFORNIA 93313 (PH) 661-398-9300 (FX) 661-398-9393 NO. PLANT. ROOT BALL -TOP SHALL BE FLUSH TO FINAL GRADE BACKFILL -AMEND ONLY PER SOILS REPORT. MULCH LAYER PER PLAN (1" THICK MAX OVER ROOTBALL). FINISH GRADE. ---PLANT PACKS PER NOTE BELOW. . r:::. r::.~ i -=t t !1 I I "' ------.,.....+ ~-UNDISTURBED NATIVE SOIL NOTES: TI II-I. I I-= 11 1. SCARIFY SIDES OF PLANT PIT PRIOR TO SETTING PLANT . . _,,, 2X ROOTBALL DIAMETER 2. PROVIDE & INSTALL ONE ( 1) TRI-C PACKET WITH EACH SHRUB PER MANUFACTURER'S SPECIFICATIONS 3 SHRUB DETAIL SCALE: NTS GENERAL NOTES: 1 . ALL WORK SHALL CONFORM TO APPLICABLE LOCAL CODES. 2. BASE SHEET INFORMATION FOR THESE PLANS WAS DERIVED FROM PLANS BY AUSTIN-FROST ASSOCIATES, INC. 2223 WELLINGTON AVENUE, SUITE 300, SANTA ANA, CA 92701 (714) 667-0496. 3. CONTRACTOR SHALL MAKE HIMSELF FULLY AWARE OF SITE CONDITIONS PRIOR TO ISSUING HIS BID. LACK OF KNOWLEDGE OF EXISTING SITE CONDITIONS SHALL NOT BE A BASIS FOR ADDITIONAL COSTS DURING CONSTRUCTION. 4. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY SHOULD ANY DISCREPANCIES BE FOUND ON THESE PLANS. ANY WORK PERFORMED BY THE CONTRACTOR PRIOR TO RECEIVING A CLARIFICATION FROM THE LANDSCAPE ARCHITECT MAY REQUIRE REMOVAL AND RECONSTRUCTION OR WORK PERFORMED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. 5. AT THE TIME OF BID, THE CONTRACTOR SHALL MAKE THE OWNER AWARE OF THE EXPECTED CONDITION OF THE SITE PRIOR TO HIS WORK. SHOULD WORK BY OTHERS, PERFORMED PRIOR TO THE CONTRACTORS MOVING ON-SITE, RESULT IN POTENTIAL ADDITIONAL EXPENSES INCURRED BY THE CONTRACTOR, THE CONTRACTOR SHALL NOTIFY THE OWNER OF THE EXPENSES PRIOR TO THE WORK BEING DONE. THE CONTRACTOR MAY ASSUME FULL RESPONSIBILITY FOR ANY ADDITIONAL EXPENSES FOR WORK PERFORMED WITHOUT OWNER'S AUTHORIZATION. 6. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY SHOULD FIELD CONDITIONS VARY FROM THE PLANS. 7. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. ANY DAMAGE TO EXISTING SITE ELEMENTS OR UTILITIES SHALL BE IMMEDIATELY AND PROPERLY REPAIRED TO ITS FORMER STATE AT NO ADDITIONAL COST TO THE OWNER. 8. THE CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN, SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATION PRIOR TO BEGINNING WORK. 9. CONTRACTOR SHALL MAINTAIN A QUALIFIED SUPERVISOR ON THE SITE AT ALL TIMES DURING CONSTRUCTION THROUGH COMPLETION OF PICK-UP WORK. 10. CONTRACTOR SHALL REMOVE ALL EXCESS SOIL GENERATED BY HIS OPERATIONS FROM THE SITE, PER ALL APPLICABLE CODES. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF DEBRIS FROM SITE, PER ALL APPLICABLE CODES, AS WAS CREATED FROM HIS CONSTRUCTION AND/OR DEMOLITION OPERATIONS. GRADING NOTES: 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FINISH GRADES BEING SMOOTH WITHOUT HAVING LOW SPOTS OR GRADING IRREGULARITIES. 2. WHERE PAVING AND FINISH GRADE MEET, THE FINISH GRADE SHALL BE DEPRESSED TWO INCHES. DATE DESCRIPTION OF REVISIONS ----------TIE FRONDS PRIOR TO PLANTING WITH ORGANIC TWINE 1 PALM TREE DETAIL THE"MEGASTAKE" ---.,,,,,.,_ / STRAP-BAR, HEIGHT Y,/ HEIGHT AS REQUIRED _./ STRAP-BAR. HEIGHT AS REQUIRED SEE SPEC. THE "MEGASTAKE" SYSTEM. INSTAl.lATION PER SPEC, PROVIDE TREE lRUNK GUARD (ARBORGARD OR EQUIV.) DIMENSIONS OF THE ORIGINAL CONTAINER 2" LAYER MULCH, HOLD AWAY FROM ffl.UNK -~ 30" MIN. DIAMETER BERM CAPABLE OF HOLDING 20 GAI...WAlcR GRASS CURB AND GUTlcR TAB AND ANTI-ROTATION PIN. INSTALL TAB 2"-4" BELOW GRADE ----- OTATIONAL RN AU.STAKE3' 8.0WGRADE --...._:;: DETAIL "A-A" PALM TREE, REFER TO PLAN PALM TRUNK TO BE PLUMB VERTICALLY ROOT BALL 2" LAYER OF MULCH 3" DIAMETER PERFORATED PIPE FOR PIT DRAINAGE. WRAP WITH FABRIC SLEEVE. INSTALL WITH PVC CAPS BACKFILL OF 1 00% WASHED PLASTER SAND WATER BASIN FINISH GRADE GRAVEL SUMP UNDER TREES. WIDTH AND DEPTH OF PLANT PIT AND SUMP TO BE DETERMINED AND/OR VERIFIED BY AGRONOMIST REPORT RECOMMENDATIONS. NOTE: INSTALL "LUTZ" PALM SPIKES PER MANUFACTURE'S SPECIFICAITONS. 1/4'BOLTS/NUTS -~-UVRESISTANTVINYLSTRAP. FOLD AND SECURE AS SHOWN TREE"TRUNK APPROVED STREEflREE 24"BOXMIN. THIN CANOPY 10 REDUCE WIND RESISTANCE, AS NEEDED REMOVE NURSERY STAKE IF ANY. ORIENT THE "TREE WITH SEC11ON OF TRUNK SHADED BY NURSERY STAKE TO 11-fE IIORTH. ·IMMEDIA1ELY PRIOR TO BACKRLL REMOVE TREE FROM CONTAINER CAREFUU V PLACE IT INTO PLANTING PIT. PRUNE KINKED ROOTil. DO NOT BREAK OR OTHERWISE OlsnJRB ROOlBAll. NATIVE BACKFILL SOIL EXCAVAlE A "SOIL RARE" ADJACENT TO AND LOWER lHAN THE El.EIIATION OF THE CONTAINER. FINISHED GRADEISIDEWAlK UNDISTURBED SOIL iJ"a'ffi--ROOT BARRIER, USE "CENTIJRY-ROOT BARRIER CF 18-2 ~~L MOUND NATIVE SOIL BENEAlH TREE, ASSURE THE R001BALL 2" ABOVE ANISHED GROUND. 2X CONTAINER WIDTH, MIN. 1. Center tree between the sidew.alk and cum 2. Space trees 35' min. to 50' max. 3, Plant 50' min. from BCRon the approach to an intersection and 15' from 1he ECR on the exit side. 4. Plant 10' min. from edge of drive approach. 5. Provide 1 O' dearance from utility and sewer lines. 6. Plant 20' min. from street light and power poles. 7. Whore there is no side walk. plant tree In the center of pali<way. 8. Plant tree 3' from curb. NOTE, For list of designated trees for spesific streets please call Urban Forester (949)644-3083 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 24 INCH BOX TREE PLANTING DETAIL A1'l'IWVED: 1/. WAGNiR DRAWINGNO. STD-118-L-A SCALE: NTS 2 TREE DETAIL SCALE: NTS 0-0000 REVIEWED: CORI, RCE 46214 T MANAGER HK CD CHECKED: DA TE: HK 00-00-0000 LANDSCAPE CONSTRUCTION DETAILS SUPERIOR AVENUE MEDIAN LANDSCAPING DANA ROAD TO 50' S"L Y OF COSTA MESA CITY BOUNDARY CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 0-0000-0 SHEET 5 OF 5 1. 2. GENERAL NOTES= AlL WORK, MATERIAL AND EQUIPMENT SHALL BE FURNISHED BY CONTRACTOR AND CON FROM TO ( 1) THE SPECIAL PROVISIONS FOR THIS PROJECT, (2l THE TRAFFIC SIGNAL MODIFICATION PLANS FOR THIS PROJECT, (3 THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, STANDARD PLANS AND STANDARD SPECIFICATIONS DATED MAY 2006, ( 4) THE "GREENBOOK" STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 2003 ED., AND (5) THE CITY OF NEWPORT BEACH DESIGN CRITERIA, STANDARD SPE'.C[AL PROVISIONS & STANDARD DRAWINGS, 2004 ED. NEC 2006 THE CONTRACTOR IS REQUIRED TO ASCERTAIN THE EXACT LOCATION OF UNDERGROUND FACILITIES PRIOR TO DOING WORK. THE CONTRACTOR SHALL POTHOLE FOR NEW POLE LOCATIONS AND CONDUIT RUN, AND OBTAIN APPROVAL FOR THE PROPOSED LOCATION FROM THE CITY. 3. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL UTILITY COMPANIES A MINIMUM OF 48 HOURS PRIOR TO THE START OF CONSTRUCTION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE ALL PHASES OF THE CONSTRUCTION WITH THE VARIOUS UTILITY COMPANIES INVOLVED. 4. THE CITY SHALL APPROVE THE EXACT LOCATION OF ALL POLES, PULL BOXES, CONDUITS, DETECTOR LOOPS, AND CABINETS IN THE FIELD. 5. AlL PULL BOXES SHALL BE NO. 6 UNLESS OTHERWISE NOTED ON PLANS. 6. ALL LOOPS SHALL BE TYPE "E", SPACED 1 O' APART, AND SHALL EXTEND 1' INTO CROSSWALK OR LIMIT LINE UNLESS NOTED OTHERWISE (i.e., EXISTING) 7. ALL SALVAGED MATERIAL AND EQUIPMENT SHALL BECOME THE PROPERTY OF THE CONTRACTOR, EXCEPT AS REQUESTED, SHALL BE SALVAGED TO THE CITY OF NEWPORT BEACH. 8. ALL TRAFFIC LOOPS, SIGNING, PAVEMENT MARKERS, AND STRIPING SHALL BE COMPLETED PRIOR TO SIGNAL TURN ON. 9. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST 48 HOURS IN ADVANCE OF THE ELECTRICAL WORK AND PRIOR TO SIGNAL TURN ON. 10. ALL NEW CONDUITS SHALL BE PVC SCHEDULE 80 AT A MINIMUM DEPTH OF 36 INCHES UNLESS OTHERWISE APPROVED. 11. ALL SIGNAL HEADS SHALL BE COMPOSITE, INCLUDING VISORS AND BACKPLATES. VISORS AND BACKPLATES SHALL BE STANDARD BLACK. 12. PEDESTRIAN HEADS SHALL BE COMPOSITE WITH L.E.D. TYPE INTERNATIONAL SYMBOL INDICATIONS. 13. ALL VEHICLE HEADS SHALL BE 12" WITH GELCORE OR DIALIGHT L.E.D. INDICATIONS. 14. ALL PEDESTRIAN BUTTONS SHALL BE ADA COMPLIANT, AND INSTALLED PER STD. ES-7A. 15. UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND EQUIPMENT REQUIRED. ALL MATERIALS AND EQUIPMENT SHALL BE NEW. 16. ALL LOAD SWITCHES TO BE "RENO" A&E MODEL LS-200 FOR CABINET. CONDUCTOR SCHEDULElNI 0 RUN NUMBER 5 CIRCUIT & & & &. <( ¢1 3 3 6 - ¢2 -3 6 - ¢3 3 6 6 - ¢4 --6 3 ll5 -3 6 - ¢6 3 3 6 - 2P - - 4 - 3P -2 4 2 6P 2 4 4 - #14 2PPB --2 1 3PPB -1 2 - 6PPB 1 2 2 - 2 BICYCLE PPB -1 1 - 6 BICYCLE PPB --1 - PPB COMMON 1 1 3 1 ISNS 2 2 4 - SPARES 3 3 9 3 TOTAL 18 34 72 10 SIGNAL & SIGN COM. 1 1 2 1 #10 LUMINAIRES 2 2 3 2 TOTAL 3 3 5 3 ¢1 DETECTOR --1 - LOOP ll2 DETECTOR --4 - DET ¢3 DETECTOR - - 1 1 CABLE ll4 DETECTOR 1 1 1 - 2#12 ll5 DETECTOR -1 1 - ll6 DETECTOR -3 3 - TOTAL 1 5 11 1 I.C. CABLE (12 PR. #19)(P) --- - OPTICOM MODEL 138 CABLE 1 1 2 - CONDUIT SIZE 3" 3" 2-3" 2?" ALL CONDUCTORS SHALL BE NEW EXCEPT I.C. CABLE AFA File; 017.079 SUPERI0R-H0AG-SIG.DWG 2:09 PM 06/25/08 &. 3 - - 3 - 3 2 - - 1 - - - 1 1 2 3 19 1 2 3 1 4 - - - - 5 - - 2" CONSTRUCTION NOTES 1. FURNISH AND INSTALL NEW SIGNAL EQUIPMENT AS SHOWN. FURNISH AND INSTALL 28 NEW 6'X 6' TYPE E LOOPS AS SHOWN. CENTER LOOPS IN THE TRAVEL LANES SPACED AT 10' APART AND 1' INTO THE CROSSWALK OR LIMIT LINE. POLE SCHEDULE 0 0 © 0 © 0 FURNISH AND INSTALL NEW ECONOLITE ASC 3-2100 TS2-2 CONTROLLER AND ALL NECESSARY EQUIPMENT FOR THE INTENDED OPERATION IN A NEW P44 ECON LITE CABINET WIRED FOR 8 PHASE AS SHOWN. INCLUDE (2) 3M 722 DETECTORS, LOAD SWITCHES AND (2) 3M 752 PHASE SELECTORS. OPTICOM PHASE SELECTORS SHALL BE MOUNTED IN DETECTOR RACK. FURNISH AND INSTALL MODIFIED TYPE II SERVICE PER CITY OF NEWPORT BEACH SID-910-L AS SHOWN. FURNISH AND INSTALL 2"C, 3#6, PULLROPE TO EXISTING EDISON HANDHOLE #XXXXXXXXE (SERVICE POINT) AS SHOWN. THE CONTRACTOR SHA!-!-BE ON EDISON'S CONTRACTOR LIST OR APPROVED BY EDISON BEFORE ENTERING VAULT. INSTALL "DIMENSIONS" BATTERY BACK UP SYSTEM (BATTERIES INSTALLED) IN A SEPERATE CABINET ATTACHED TO THE CONTROLLER CABINET AS DESCRIBED IN SPECIAL PROVISIONS. INSTALL 2" C FROM EXISTING PULL BOX TO CONTROLLER. CUT EXISTING I.C. CABLE (6PR#19) USING SLACK EXTEND IN CONDUIT TO NEW CONTROLLER. IF INSUFFICIENT SLACK INSTALL NEW I.C. CABLE. INSTALL R96 SIGN. ( 4EA) INSTALL R34 SIGN. FURNISH AND INSTALL OPTICOM EMERGENCY VEHICLE 3M MODEL 722 DETECTORS AND 3M MODEL 138 CABLE FROM DETECTORS TO THE CONTROLLER. DETECTOR MOUNTING PER DETAIL ON THIS SHEET. BARE COPPER GROUND PER PER CNS STD.-204-L. @ ALL CABINET WIRING TO BE COMPLETED BY THE MANUFACTURER. 11. EXISTING IRRIGATION AND UTILITIES SHALL BE PROTECTED OR REPLACED WITHIN 24 HOURS OF DISRUPTION. @ @ PROPOSED TRAFFIC SIGNAL MAINTENANCE EASEMENT. REMOVE AND SALVAGE EXISTING STREET LIGHT. DELIVER TO UTILITIES DEPT. 949 W. 16th ST. (949) 718-3406. 7 G) 17'0C POLE DATA SIGNAL H.P. SOD. YAP. SIGNAL HEADS AND NO. TYPE HEIGHT M.A. M.A. WATTS VEHICULAR M.A. G) 26-4-100 30' 40' 15' 250 SV-2-TA 2-MAS @ 17-3-100 30' 20' 12·• 250 SV-1-T(N) MAS-4C @ 26-4-100 30' 4D' 15' 250 TV-1-T 2-MAS © 15TS 30' -12· 250 TV-1-T - ® 19-3-100 30' 30' 15'* 250 SV-2-TA MAS-4C ® PPB POST 4' --- - - * LUMINAIR MAST ARM SHALL BE 90 DEGREES TO THE SIGNAL MAST ARM ** GELCORE LED ILLUMINATED STREET NAME SIGNS O PEDEDESTRIAN PUSH BUTTON WITH BICYCLE SIGN PER CITY STD. 914-L *** TWO SIDED SIGN NORTHBOUND ARROW RIGHT SOUTHBOUND ARROW LEFT **** TWO SIDED SIGN NORTHBOUND ARROW LEFT SOUTHBOUND ARROW RIGHT NOTICE TO THE CONTRACTOR: LICENSE REQUIREMENTS: THE PRIME CONTRACTOR FOR THIS PROJECT SHALL HAVE A VALID CLASS "_A_" CALIFORNIA CONTRACTORS LICENSE PRIOR TO CONTRACT AWARD. 2"C, 4 DLC, 3#16 2"C, 2 DLC 2"C, 2 DLC MOUNTINGS PEDESTRIAN SP-1-CS SP-2-CS SP-1-CS SP-1-CS SP-1-CS - T--- N4 ' 0'00" UMIT LINE ,; 2-¢2 2"C, 2 DLC ~ • - EX. 2"C, 6 PR #19 TO PLACENTIA AVE DETAIL C 12" ® 12" 0 12" ® 12" (f) GA 1---T---T---T--+- "' -J!. \,/-- -------- 2"C, 2 DLC . ¢3 ~c:::===CATV--~CATV---¢~ DETAIL C o : ..J ' :;a; Iv \1-7; •s G ~ ' ---T---T ' ' 06 EVP 9 STA 53+ 78.92 SIUJl?IEIRDOIR /A '11Eli\'IIUJIE ® EX. 2"C, 12 PR #1 © IMPROVEMENTS PER SEP ARA TE PLAN yS· sG ' ,, -1/ cf, " ' ' "' " ' " 1-¢3 ' 2-¢3 _ii..,:. _1 - 3611 I I " ' c-:iO&G 4 3 SIDEWALK IMPROVEMENTS PER SEPARATE PLAN '--{ PHASE 1 r-> _) PHASE 5 ~ ... PHASE 2 . ~ . PHASE 6 ~ ----------- J----E 11! PHASE 3 PHASE 7 ::, '"1 E . 2";, ~ PR #19 T INDUSliRIAL WAY BARRIER ll i--- PHASE 4 J-- PHASE 8 PHASE DIAGRA~.1 Underground Service Alert Call: TOLL FREE 1-800 227-2600 TWO WORKING DA'!S BEFORE YOU DIG c,'/t!!/ ~USTl/1/·FOUST ASSOC/A TE~ /11/C. TRAFFIC ENCi ££RING ANO TRANSPORTATION PLANNING UE, SUITE 300 SANTA ANA, CALIFORNIA 92701-3161 667-0496 FAX (714) 667-7952 -~~:;;~~-::=:-;,-;,-;==-::-,;-;:---=--DA TE: b-26 -V '3 CE 20258 EXPIRE 9-30-09 DATE BY DESCRIPTION REVISIONS PED. PUSH BUTTON POLE LOCATION ILLUMINATED SIGN ** PHASE 6 6 3 3 2 2/20 6 0 ARROWS "A" "B" -5' 3' 13' 5' 4' 3' 13' 3' 3' 3' -9' 2.5' MESSAGE *** Hoa~- -oag Superior **** ...,_ noag Hoag- - Superior - "-,_ MODEL 722 ~OPTICAL DETECTOR SPECIAL BOLT ~1-:;;:';:;i~:C:::-SET SCREWS DRILL & TAP 5/8" HOLE IN MAST ARM '-STRAP/CLAMP EVP DETECTOR ~-~OUNTING DETAIL f+--"s" 0 1-+~+1ECR CF POLE LOCATION DEY AIL NO SCALE b SENSOR TABLE SENSOR CHANNEL DETECTOR 1 1-¢2 ( 1) 1 (1) 2 2-162 1 1-¢6 ( 1) 2 ( 1) 2 2-¢6 1 3-¢2 (4) 3 (2) 2 4-¢20 1 3-¢6 ( 4) 4 (-) 2 SPARE 1 1-¢40 (2) 5 (-) 2 SPARE 1 1-¢3 (2) 6 (2) 2 2-1>3 1 1-1>1 (4) 7 ( 4) 2 1-¢5 * SENSOR WITH ADJUSTABLE CALL HOLD FEATURE ( ) = LOOPS PER SENSOR • = DELAY RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in port, 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 hove been incorporated into these plans as a result. APPROVED TRAFFIC SIGNAL PLAN R.E.NO.~~SUPERIOR AVE. AT HOAG PARKING DATE 7-7-19!!, DESIGNED APP'D J.A. CHECKED R.S. DRAWN J.A. DATE 6/08 CITY OF NEWPORT BEACH T -5 98 9 -s PUBLIC WORKS DEPARTMENT SHEET 5 OF 6 Z0 ~ C) ® (§J ~ ..l3> ODD ~ -= C) Q::::, 0 ~ GENERAL NOTES 1. TRAFFIC STRIPES, PAVEMENT LEGENDS, AND RAISED PAVEMENT MARKERS PER CALIFORNIA MUTCD (LA TEST EDITION) 2. ALL CONFLICTING LINES, LEGENDS, AND RAISED PAVEMENT MARKERS SHALL BE REMOVED BY WET SANDBLASTING AND INCLUDES REMOVAL OF RAISED PAVEMENT MARKERS. 3. PAVEMENT DAMAGED DUE TO REMOVING RAISED PAVEMENT MARKERS SHALL BE REPAIRED TO THE SA TISFACT!ON OF THE CITY ENGINEER. 4. STRIPING SHALL BE CAT TRACKED AND APPROVED BY THE CITY TRAFFIC ENGINEER PRIOR TO FINAL INSTALLATION. MINIMUM OF ONE WEEK NOTICE REQUIRED BY THE CITY TRAFFIC ENGINEER FOR APPROVAL OF STRIPING. 5. ALL LANE STRIPING AT INTERSECTION APPROACHES WITHOUT CROSSWALKS OR LIMIT LINES SHALL END 10 FEET FROM THE EXTENSION OF THE INSTERSECTION CURB LINE. FOR APPROVAL OF STRIPING. 6. LANE WIDTHS SHALL BE MEASURED BETWEEN THE CENTER LINES OF EACH ADJACENT SINGLE OR DOUBLE STRIPE OR TOP OF CURB AS APPROPRIATE. 7. ALL STRIPING SHALL BE THERMOPLASTIC. SUIPERIOR AVE. 0 N N 1 CA R6-1 TYPE K 49+00 5 R 0 N . OJ -135' <D R 0 N 51 + 00 ··---·· PROPOSED R/W 0 N N ,........---- (0 4 0 N <D TYP. R R6-1 ----TYPE;-K 11 2.5' CLEAR FROM ELECTRICAL PANEL YP. .N. 275' CONSTRUCTION NOTES 0 ® 0 0 ffi 0 0 R INSTALL 4" SKIP WHITE LANE LINE. (DETAIL 9) INST ALL 4" SOLID WHITE LINE 50' LONG INST ALL 12" DOUBLE YELLOW CENTERLINE (DETAIL 21) INSTALL PAVEMENT LEGENDS AS SHOWN. INST ALL 8" SOLID WHITE LANE LINE PER DETAIL 38 INST ALL 12" YELLOW CENTERLINE (DETAIL 22) INST ALL 12" WHITE CROSSWALK OR LIMIT LINE. PAINT RED CURB. INSTALL TWO-WAY LEFT TURN. (DETAIL 32) INST ALL 4" WHITE PARKING STALL MARKINGS. INST ALL 4" BLUE DIAGONALS AT 3' ON CENTER. INSTALL "AMBULANCE PARKING ONLY" PAVEMENT MARKINGS. INSTALL 6' CONG. WHEEL STOP. REMOVE. WET SANDBLAST PAINT TO BE REMOVED. INSTALL SIGN PER DESIGNATION. PER 2006 CA MUTCD (LATEST EDITION) o N 130' 8 • z 0 -f--en st-z a, <( n:: + f-<D "' z <( -'-" f-w en rn 0 N C 165' TRANSITION --"' 0 0 ✓/" /";.: }- 0 0-" "' tF0s-'¼ /" 0 -1 '1'>,4<", &''ly lol "' ""' ~ CJs; -----+---- N z O'-" -z a, ,__ ->--"' enen + z- <XJ <(X "' 0::W >--z <( o_ f-zo V) w--, 0 6 ----N N °N N 1 oo· N N N 50' AFA File: 017.079 SUPERIOR-STP.DWG 9:56 AM 06/03/08 8 0 O'.'. <( z <( 0 49+09.92 SUPERIOR AVENUE = 10+00 DANA ROAD 5 N N R2S(S)(Caj _ R IMPROVEMENTS PERL----1 SEPARATE PLAN 16' 10 10' o "' ('.) <( 0 I 2 4 5 4 t!!!!!f /2:(!; ~UST/Al-FOUST ASSOC/A TES,. INC. TRAFFIC £NGINEERINC ANO TRANSPORTATION PLANNING ( R4-7 TYPE K RECORD DRAWINGS These Record Drawings hove been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. APPROVED SIGNING AND STRIPING PLAN 1--l.-_j_ _________ -!-_~:~~~~IT~-r-~T:~~;;;;;:::E.'.;;JN~~-~:45=N~i~~~~-I SUPERIOR A VE. AT HOAG PARKIN DATE BY DESCRIPTION REVISIONS DATE 7-7'-OE] CHECKED R.S. DRAWN J.A. DATE 2/08 CITY OF NEWPORT BEACH T -5989-s PUBLIC WORKS DEPARTMENT SHEET 6 OF 6 ~ 0 ~ ~ (!!\J ~ l) ~ L2 ~ ~ C§:J ~ G::::: ~ Q ~