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HomeMy WebLinkAboutR_6040_SCITY OF COSTA MESA 0 PROJECT LOCATION JOHN WAYNE > AIRPORT if ~.f,j ~J' ~-'? CITY OF IRVINE ~ VICINITY MAP NOT TO SCALE SYMBOL ABBREVIATIONS (IN ADDITION TO GREENBOOK SECTION 1-3.2) • GUARD POST AB AGGREGATE BASE ARV AIR RELIEF VAL VE -0-POWER POUE ACP ASBESTOS CEMENT PIPE AC ASPHALT CONCRETIE C!> SEWER CLEANOUT BC BEGIN CURVE ® SEWER MANHOLE BCR BEGIN CURVE RETURN BVC BEGIN VERTICAL aJRVE @ STORM DRAIN MANHOUE BLK BLOCK CATV CABLE TV l>()<J FIRE H'rllRANT CF CURB FACE Cl CAST IRON Ill WATER METER i CENTERLINE llllJ STREET LIGHT PULIL BOX CNB Cl TY OF NEWPORT BEACH CL CLASS ll!ll TRAmC SIGNAL PULL BOX CLR CLEAR Q-o C&G CURB AND GUTTER STREET LIGHT E EAST /EUECTRIC EC END CURVE 0 WATER VAL\-£ ECR END CURVE RETURN c-GUY WIRE EVC END VERTICAL CURVE EXIST EXISTING A SURVEY MONUMENT FLG FLANGE FE FLANGED END p SIGN FL FLOW LINE FM FORCE MAIN ~ VAULT VENT G GAS ~ TREE GV GATIE VALVE GB GRADE BREAK &Ill IRRIGATION CONTROL VALVE GE GROOVED END IP&T IRON PIPE AND TAG lllll CABLE TV PULL BOX LT UEFT MAX MAXIMUM "' CORING LOCATION MJ MECHANICAL JOINT © ELECTRICAL MANHOLE MIN. MINIMUM NG NATURAL GROUND II] ELECTRICAL PULL BOX N NORTH NTH'LY NORTHERLY ~tllttllll~ BUILDING NTS NOT TO SCALE NO NUMBER ----EXISTING CONSTRUCTION OG ORIGINAL GROUND PE PLAIN END ----PROPERTY LINE PROP PROPOSED NEW CONSTRUCTION PB PULL BOX RCP REINFORCED CONCRETE PIPE ---i---CENTERLINE RET RETAINING RT RIGHT ----S----SEWER LINE SCH SCHEDULE s SEWER -----W-----WATER LINE sco SEWER CLEANOUT - ---G-- -GAS LINE SMH SEWER MANHOLE SHT SHEET --E--ELECTRICAL LIN~ SW SIDEWALK s SOUTH --T TELEPHONE LINE STH'LY SOUTHERLY SCE SOUTHERN CALIFORNIA EDISON -CATV-CABLE'ASION LINE SQ SQUARE --SP--SPRINKLER SYSTIEM STL STEEL T TELEPHONE -x-x-x-FENCE w WEST/WATER W/ WITH BLOCKWALL PUBLIC WORKS DEPARTMENT RESIDENTIAL STREET OVERLAY PROGRAM GENERAL NOTES 1. All WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH TIHE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 2003 EDITION AND SUPPLEMENTS TO DATIE, EXCEPT AS OTHERWISE STATED IN TIHE CITYS 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 TIHE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. 3. AUL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVIEMENTS. 4. P.C.C. SHALL BE CLASS 560-C-3250 5. CONTRACTOR SHALL ADJUST CITY UTILITIES (e.g. WATIER VALVES, SCO, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE. ALL OTHER UTILITIES SHALL BE ADJUSTIED TO GRADE BY OTHERS. 6. PROPOSED PAVIEMENT AND CURB AND GUTTER SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS UNLESS NOTED OTHERWISE. 7. ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER. FAILURE TO DO SO WILL PLACE RESPONSIBILITY ON THE CONTRACTOR FOR CORRECTION. 8. ANY WORK NOT INDICA TIED 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. CONSTRUCTION NOTES UNIVERSITY DRIVE, LA VIDA, MONROVIA AVENUE, 16TH STREET & PRODUCTION PLACE 0 SAWCUT AND REMOVE CURB AND GUTTER AND RECONSTRUCT n'PE "A" CURB (6" CF) AND GUTTER PER CNB STD-182-L, INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF FULL DEPTH AC SLOT PATCH (PATCH BACK), W=1' MIN. ® SAWCUT, REMOVE AND REPLACE EXISTING PCC CATCH BASIN CAP, GRATE AND MANHOLE LID PER LEGEND ~10'.;:ls{~ DIG-OUTS L l CONCRETE PAVEMENT C Y Or NEWPORT BEACH UTJLIT ES YARD CARDEN HALL SCHOOL COASTLINE COMMUNITY COLLEGE C-5523 /1 L.J ::, --"1---.--~----l ~ f---- --r-16TH @ I I I~ f----T---I ,I I i--.------i---------1 I I MOBILE H ME PARK < ~---L.J ::, z ~ < F z _J L.J u < ...., 0. A~~ /JUllD s DATE: DATIE: 'I-Jo-It./ -., ~ Fil i;;;-:U I-UNIVERSITY DRIVE -- UPPER NEWPORT BAY REGIONAL PARK LOCATION MAP NOT TO SCALE II) = SHEET NUMBER NOT TO SCALE II) = SHEET NUMBER CNB-STD-305-L @ CONSTRUCT 1 WAC FINAL PAVING CAP 0 REMOVE AC PAVEMENT AND BASE AND PLACE FULL DEPTH AC (DIG-OUT) PER DETAIL •9• ON SHEET 2 @cDNSTRUCT VARIABLE lHICKNESS AC LEVELING COURSE WHERE NEEDED (D coNFUCTING TREE ROOTS TO BE ROOT PRUNED PER SPECIFICATIONS AND AS DESIGN A TED BY THE ENGINEER 0 INSTALL ROOT BARRIER PER DETAIL "A" ON SHEET 2 © SAWCUT AND REMOVE EXISTING DRIVEWAY APPROACH, CURB AND/OR GUTTER AND SIDEWALK INCWDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF DRIVEWAY APPROACH PER CNB STD-161-L INCLUDING FULL DEPTH AC SLOT PATCH (PATCH BACK), W=1' MIN. ® REMOVE AND REPLACE WITH NEW SURVEY MONUMENT FRAME AND COVER TO GRADE PER CNB STD-116-L. THE SURVEY MARKER SHALL BE PROTECTED IN PLACE. @) sAWCUT AND REMOVE EXISTING CROSS GUTTER, SPANDREL AND CURB INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF FULL DEPTH AC SLOT PATCH (PATCH BACK) W=I' MIN. RECONSTRUCT CROSS GUTTER PER CNB STD-185-l @ REMOVE EXISTING PCC IMPROVEMENTS AND CONSTRUCT CURB ACCESS RAMP PER DETAIL "C" ON SHEET 2 @ADJUST MANHOLE FRAME AND COVER TO GRADE PER CNB STD-111-L ' @ADJUST WATER VAULT TO GRADE @ REMOVE EXISTING PCC IMPROVEMENTS AND CONSTRUCT CURB ACCESS RAMP PER CNB STD-181-L-B, CASE •1•, W/TRUNCATED DOME @REMO\-£ AND REPLACE WITH NEW VALVE BOX AND COVER TO GRADE PER CNB STD-511-L @coNSTRUCT VARIABLE. THICKNESS EDGE GRIND. TRANSITION DEPTH FROM 1· AT HIGH END OF STREET TO 1 ¼"BELOW GUTTER EDGE @ CONSTRUCT1 ½"FULL WIDTH GRIND @coNSTRUCT MODIFIED REINFORCED CONCRETE RETAINING WALL PER SPPWC STD-616-2 (W=6", MAX. H=18") ® REMOVE AND RECONSTRUCT CURB DRAIN PER CNB STD-184-L Q9 REMOVE AND REPLACE WITH NEW BOX AND COVER TO GRADE PER CNB STD-400-l @ REMOVE ANO RECONSTRUCT SIDEWALK PER CNB STD-180-L @ RECONSTRUCT PORTION OF EXISTING PCC OPEN CHANNEL DOWN DRAIN @ REMOVE AND RECONSTRUCT LOCAL DEPRESSION PER CNB STD-304-L @ REMOVE TREE @ TO BE RELOCATED BY OTHER ® SAWCUT AND REMOVE EXISTING IMPR0v£MENTS AND INSTALL TRUNCATED DOME PER DETAIL •c• ON SHEET 2 @ REMOVE AND REPLACE TRAFFIC SIGNAL DETECTOR LOOP (SEE SPECIAL PROVISIONS) @ TO BE RAISED TO GRADE BY OTHER @ REMOVE EXISTING AND RELDCA TIE NEW FIRE HYDRANT ASSEMBLY PER MESA CONSOLI DA TED WATER DISTRICT STANDARD DRAWING NO, 4 ON SHEET 7 @PROTECT .IN PLACE @REMOVE EXISTING AND RELOCATE NEW PULL BOX TO NEW LOCATION AS DIRECTED BY CITY INSPECTOR @REMOVE AND REPLACE WITH NEW WATER METER BOX AND COVER PER MESA CON SOLID A TED WATER DISTRICT STANDARD DRAWING NO. 1 @) 1£MPORARIL Y REMOVE AND RELOCA 1£ AND RESET AF1£R NEW PCC SIDEWALK HAS CURED § C Cl -"' Cl u 0 -., ~ -(/J 0 :;:; C: ., "Cl ·;;; ., a;: Cf) I 0 .,, 0 <D I < 0 .:: ., > 0 !I---,_---------® RECONSTRUCT LOCAL DEPRESSION PER CNB STD-304-L ~ L_J__./ I -·---r---.-~. ·o "---~ ii 1 '-1._ __ j ~~ D.o,"' I ~ REMOVE EXISTING PCC IMPROVEMENTS AND CONSTRUCT CURB ACCESS RAMP PER CNB, "Cl I L --r 2.'.:::5 I ------>,;::===1.1.:: - - - - -15TH STREET ; ,_,:riv. / ~ STD-181-L-A, CASE "D", W/TRUNCATED DOME -"' ~~1J;t]~J,'1T].1• 1 [ri DT' [[TD~ ~~L ® REMOVE AND REPLACE WITH NEw wA TIER METER Box. FRAME AND coVER To GRADE PER ~ ~ ~'I': , . I . 1 1 1 , CNB STD-502-L , 1 ----"-LLLl--1.j__J__)...--.,_ ______________________________ _,_, _____ .,. ~ -0 SHEET INDEX 1 7 I ----------------------------------------~ ! . 1 1 1 . __ J 1 iJ 1 -1 0 1 ~-. :::,'! Til:, 1 YACBHATLBBOAASJN • 1 --t-H16 1 TITLE SHEET 10 PLAN AND PROFILE PRODUCTION PLACE ~ I ·'"7, 2 TYPICAL SECTIONS AND DETAILS 11 PLAN AND PROFILE 16TH STREET tJ I I I 111:; I I~. I 0: , : I , 1 . , -Lj i__' i 3 PLAN AND PROFILE SHEET UNIVIERSITY DRIVE 12 PLAN SHEET 16TH STREET >-/& --------'--Lj---....L.-L. ___ -==:J 4 PLAN AND PROFILE SHEET UNIVERSITY DRIVE 13 PLAN SHEET 16TH STREET :;!- LOCATION MAP ·~ -LO-C-AT-ION MAP 5 PLAN AND PROFILE SHEET UNIVIERSITY DRIVIE 14 PLAN SHEET 16TH STREET .[ 6 PLAN SHEET LA VIDA 15 PLAN SHEET MONROVIA AVENUE :; NOT TO SCALE NOT TO SCALE 7 PLAN AND PROFILE MONROVIA AVENUE 16 BABCOCK STREET & WEST NEWPORT GYM LOT -~ 8 PLAN AND PROFILE MONROVIA AVIENUE 17-19 STRIPING PLANS i5 II)= SHEET NUMBER II)~ SHEET NUMBER 9 PLAN AND PROFILE PRODUCTION PLACE 20-25 LANDSCAPING & IRRIGATION,. C-5523 ~ , 1---------------------.--------------------------------------r-----=:':'":'=:-:::-=:-:-::-:--:-==:-:-=::-:-':"::'-:-:-:=-::-:-:-:-:--::=-:=:--::-----,--:-:::::=-;:-:--;::;:-===;:--r:-:=~:--:;====--,----------t-::::==:--------,-----------'--------------------tSl BASIS OF BEARINGS: BEARINGS ARE BASED oN THE BEARING BETWEEN ORANGE couNTY suRVEYORS coNTINuous EMERGENCY TELEPHONE NUMBERS APPROVAL RECDMMrnDED: APPROVAL RECOMMENDED: REVIEWED: TITLE SHEET t CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG STATIONS "FVPK" TO "SACY' BEING N23'25'57.8"E. ~ R/W 7' 0 z c,: Cl z ::;; "N '- VARIES FROM 50' TO 74' 18' Iir,:_ = = ~ === EXISTING PAVEMENT 18' UNIVERSITY DRIVE TYPICAL SECTION NOT TO SCALE UNIVERSITY DRIVE STA. 10+65 TO 15+80 R/W VARIES FROM 74' TO 50' 7' 18' 18' 0 I z I DC I Cl l. -- z 3l5X16J ::;; I --- • N VARIES ' -w -- UNIVERSITY DRIVE TYPICAL SECTION NOT TO SCALE UNIVERSITY DRIVE STA. 15+80 TO 16+50 R/W VARIES FROM 74 TO 50 7' 18' 7' 0 I z I DC I Cl l z 3X5 17 ::;; I • N VARIES ----' UNIVERSITY DRIVE TYPICAL SECTION R/W 1 O' 0 z °' Cl z ::;; NOT TO SCALE UNIVERSITY DRIVE STA. 16+50 TO END 60' 20' 20' 17 5 3 EXISTING PAVEMENT PRODUCTION PLACE TYPICAL SECTION NOT TO SCALE PRODUCTION PLACE STA. 10+18.70 TO 22+62 CONSTRUCTION NOTES: CD SAWCUT ANO REMOVE CURB AND GUTTER AND RECONSTRUCT TYPE "A" CURB (6" CF) ANO GUTTER PER CNB STD-182-L, INCLUDING REQUIRED SAWCUTTING ANO REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF FULL DEPTH AC SLOT PATCH (PATCH BACK}, W=1' MIN. 0 CONSTRUCT 1-1/2" AC FINAL PA~NG CAP 0 CONSTRUCT VARIABLE THICKNESS AC LEVELING COURSE WHERE NEEDED @coNSTRUCT VARIABLE THICKNESS EDGE GRIND. TRANSITION DEPTH FROM 1" AT HIGH END OF STREET TO 1-1/2" BELOW GUTTER EDGE @coNSTRUCT 1-1/2" FULL ~DTH GRIND @ REMOVE AND RECONSTRUCT SIDEWALK PER CNB STD-180-L R/W 7' R/W 7' 0 I z DC I (.'.) • ------if-i R/W 7' 0 I z DC Cl I z ::;; N ~ -------i 0 z c,: Cl z ::;; 10· R/W R/W 8' R/W 1 o· I I --------- R/W 10' I I 0 z c,: Cl 0 z c,: Cl z ::;; 8' 70' 27' 3 17 60' 20' EXISTING PAVEMENT LA VIDA TYPICAL SECTION NOT TO SCALE LA VIDA STA. 10+39.20 TO 18+94.78 01 z c,: --- 3 r5x11) Cl (17X5l3 - 27' 20' 8' 0 z 0:: (.'.) 0 z c,: Cl z R/W 8' R/W 10' I I ::;; I I • .\ I ~ -DIG-OUT VARIES VARIES DIG-OUT • N '-'----·- ~~~ti~"!"!"'!"~--__ --:_-:~_-=--==---_::__ ----------1-= = = -· --------~-----_-.-=-=---=----------""'_ ---r;,_.__.~~--~/.,;""•·""'FI 1-J! j ------- EXISTING PAVEMENT MONROVIA AVENUE TYPICAL SECTION NOT TO SCALE MONROVIA AVENUE STA. 10+65 TO 15+80 R/W 30 20' 10' I EXISTING PAVEME 4'-6" 5'-6"' I I 12" AC SLOT PATCH j VARIES :_ p=·------------------·-. -----: .. -- ------------~ --·------------------I ~"'-¥~ I NT ----------------td~ I 21 MONROVIA AVENUE TYPICAL SECTION NOT TO SCALE MONROVIA AVENUE STA. 15+79.53 TO 21+99.02 R/W 60 20' 20' 10' 0 0 z I z I c,: 0:: Cl Cl I --z 3 l17) (1113 z ::;; --::, • N • TOP OF ROOT BARRIER .D.'v) MUST BE AT LEAST ½" ABOVE GRADE ROOT BARRIER 1 O' MIN. IN LENGTH CENTERED ON TREE TRUNK ROOT BARRIER DETAIL "A" o· c.f. NOT TO SCALE -----------··--·--1 1-1/2" COLD MILL _ _ ___ __ ___ _____ _ 4-1 /2" AC (DIG-OUT) EXISTING AC PAVEMENT EXISTING BASE DETAIL "B" -DIG-OUTS VARIES • 0 NOT TO SCALE / / TRUNCATED DOME AS MANUFA TURED BY WAUSAU TILE VARIABLE HEIGHT RETAINING CURB (O" TO 8") r(____EXISTING SIDEWALK (TYP} ~ 8.33% MAX. AT CURB (TYP) DETAIL "C" -CURB ACCESS RAMP NOT TO SCALE C 0 C 0 -Cl) 0 u 0 o> 3 u >, 0 -.::: ID > 0 .'2 -C ID ;t:i Cl) ID Q'.'. (/) I 0 .... 0 <D I < 0 -.::: '.!! 0 l I ,\ VARIES VARIES ~ ----"----- I~,;,o; -------_-__ --=------~~-_'"".'""" .... _ ~---__ -:_ -:_ :-::_:-::_=--:_ ~1t. __ ----i-------= ___ ........ __ ........ __ -::: __ --_ --_--__ ...... __ """'."' __ -_-__ • __ ------___ --._rtJJ: j L ---------_J EXISTING PAVEMENT 16TH STREET TYPICAL SECTION NOT TO SCALE 16TH STREET STA. 10+18.70 TO 22+62 LEGEND r .. > ;/Cj PROPOSED DIG-OUT .'2 -C Q) ;t:i Cl) ., 0:: (/) I 0 .... 0 <D I '.;;- ~ w w ~ ;:), o> C L ., ., .f' WM 1' (2' WHERE NOTED ON PLAN) AC SLOT PATCH 0.5' MIN. DEPTH TYPE III-B2-PG 64-10 W/0.17' OVERLAY COURSE TYPE III-C3-PG 64-10 o> C C-5523 s' r--r----r----------------------,---------,,----:=-:::---------,----------------------------1~ REVIEWED: TYPICAL SECTIONS AND DETAILS ~ ID L RESIDENTIAL STREET OVERLAY _g PATRI E 70740 PROGRAM { SENIOR Cl~L EER g' 1-------.------------------------~--------✓ DESIGNED: AC DRAWN: AC CITY OF NEWPORT BEACH R-6040-S ~ _______ Cl) ._ ______________________________________________________________________ N•O·•-D•A•TE-..,D•E•SC•R•IP•Tl•ON-OF-RE•~•Sl•DN•S----------------------C•H•EC•KE•D•: _..Pii1,l,.D.ATE•:04iliWi25""-14•----P•U•B•L•l•C•W-O•R•K•S•D-E•P•A•R•T•M•E•N•T----'•S•H•EE•T..,;2 .... o.F.,;2.,5__,f __ __, PROPOSED FLOWLINE GRADES c;> 0 ~ '-'. 0 6 ~ 0 0 0 + LL + ...J ,.... 0 -+ ...J ,t-...J .. I') --N LL .,; Ol -.!'---·<D <t f-<D <( '--: <( m (/1 ~ !";; <D f-<D • 1D ·Ul (/1 <D .,-; ... I') N ,n ~ '°-+ N ~ O)" G: + 'G: ...J t:, --+ LL + = ,n -0 -N ..; co I') -,s, --f-,n ,::: u5 <( <D .,-; (/1 <D t::. :t: "' ~ <D (/1 ~ 1----------+------------+-----------f--7 66 66 ?< 0 -~ ---; 0 0 0 0 ,--;-,n g. . .,; 0 0 64 a· 64 + LL ·+ 'G: ...J-N ~ ,n + ...J ,n ~ -LL ~ ...J ,.... ,--;- 0 -Ol N u: ' LL -~ N .,; Ol -co --N f-<D ~ 'co ;:!; .,-; <C . <D <D (/1 ~ !";; <D ,n <( ,n ..;_ ~ .. -V ~ (/1 ~ <D f-<D (/1 ~ (/1 ~ 62 62 SCALE: HORIZ: 1 "=20' VERT: 1"=2' .----------1-o~+_o_o----------~----------11-+~o-o----------~----------12-+~o-o----------~-----~----1-3~+-o-o----------~----------1-4~+~0-o----------~----------15-+~o-o----------~----------1-6+~00-----------<l g " ~ ~ I I I I ~I 0 \ ' " I '\'\" "' l ;:-===~\~·t N ,n <.!) ,.: z ID F + (/1 -w <C z f-0 (/1 --, 1 -.;., ' 3 -G 1 LlG \ '-"':_ ~-11'. ~ I \/ -,----,_ o i i ~ ~ 1 ,,., <D ,.... co 2532 <.!) z f-(/1 <.!) ·Z f- l-(/1 ± -w ---G-1-X------------+-_ c;'i <C f-(/1 -T j+ 0 z 0 --, T G G ·z <( -f-0 (/1 --, I cp 2'x4' r-----121 .G c:, T G 2530 T G T G 2506 - . ·. -~--~--· ... ··"'· ... ' .... .-.,.__ .. -~ ... , • .. --·• .--• -· ... I ~ -, I I _ 15 ~ B __ EG_I_N_C_O_N_S_TR_U_C_TI_0+1-~~ W ~ 0/ STA. 10+75.40 I -.__:::::) 1---------------\-------------t,~---t---t---.c;:-t---o\ 0 0 (,SJ '-I-'-I-b I I V) T ·( □ -'"" . i INTERSECTION STA. 10+00 ~ ct:i -------------, -I ~ ~ ~ ) 27 ,t:..-~~ _ _::::::_____:::::::::__::::...:::::...:::.+-------l-----l---'o.+.-------~ 0 0 0 \- ~3l5l17). I 11+00 \ ' ,.... ,n ~ 12-:-0 w z -fi: -< Ul ral ::s -< E-< Ul 0 u r,,., 0 >--E-< ...... u ::r: :,, ~ I r,,., ral oa:i I >--E-< E-<~ ,_,o u~ ral z ~ I I ..... ---,",,.----,, ,, ,, " ' I I I ( ~ r ,, I , " ... 1-~ I I ~' • I CONSTRUCTION NOTES: I .....----:::: / •❖• ~ I _. ' " m ' / (i) SAWCUT AND REMOVE CURB AND GUTTER AND RECONSTRUCT TYPE "A" CURB (6" CF) AND GUTTER PER CNB STD-182-L, INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF FULL DEPTH AC SLOT PATCH (PATCH BACK), W=1' MIN. 0 CONSTRUCT 1-1/2" AC FINAL PAVING CAP ® CONSTRUCT VARIABLE THICKNESS AC LEVELING COURSE WHERE NEEDED r,\ REMOVE AC PAVEMENT AND BASE AND PLACE FULL DEPTH AC {DIG-OUT) PER DETAIL \J "B" ON SHEET 2 ,-----E ---E 0 SAWCUT AND REMOVE EXISTING DRIVEWAY APPROACH, CURB AND/OR GUTTER AND SIDEWALK INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF DRIVEWAY APPROACH PER CNB STD-161-L INCLUDING FULL DEPTH AC SLOT PATCH {PATCH BACK), W=1' MIN. @ REMOVE EXISTING PCC IMPROVEMENTS AND CONSTRUCT CURB ACCESS RAMP PER DETAIL "c" ON SHEET 2 @ ADJUST MANHOLE FRAME AND COVER TO GRADE PER CNB STD-111-L @) REMOVE AND REPLACE WITH NEW VALVE BOX AND COVER TO GRADE PER CNB STD-511-L @coNSTRUCT 1-1/2" FULL WIDTH GRIND @ REMOVE AND RECONSTRUCT SIDEWALK PER CNB STD-180-L ® REMOVIE AND REPLACE TRAFFIC SIGNAL DETECTOR LOOP ( SEE SPECIAL PROVISIONS) • '-I-N ---------------E ---E ---E ---E V) V) ,.... ,,., <.!) Ol ~ Ol f-+ (/1 NX -w <C z f-0 (/1 --, T T G---,W 13+00 I I :u:: __ _ 2534 T , y/ 4 42 S.F. --E---E---E E---E---E UNIVERSITY DRIVE LEGEND V) V) ,,., <D <.!) "' z 6'-1o"x4' ID f-~ + (/1 "' X -w CE (/) (/)<C z f-0 (/1 --, , l 12 , -- --------- I I 1-1/2'' OVERLAY COURSE TYPE III-C3-AR-4000 lmffl PROPOSED DIG-OUT co 0 <.!) ~ z 0 F + (/1 ... X -w ~ z a (/1 --, T G y/ 2420 7 r • ' ------- E ,n f-,n ::::, -0 r<J I ... <.!) ;\: 0 -z ~8 (/1 "' 8'x4' V) G ,... ' . . . . .. : . 15 ~ 15-:-oo ' w,' ;½1 1' {2' WHERE NOTED ON PLAN) AC SLOT PATCH 0.5' MIN. DEPTH TYPE III-B2-PG 64-10 W/0.17' OVIERLAY COURSE TYPE III-C3-PG 64-10 21 > 0 • I • • <, ~A~~mm ~ g V 4 1,565 S.F. UPPER NFWPORT BAY REGIONAL PARK 2400 .. -.. ., .. > ~ en " u " "' 3' "C >. " 1: " > 0 " ';:; C " "C 'iii " a:: (/1 I 0 ... 0 <D I a:: < " 1: ~ " ';:; C " "C 'iii " a:: (/1 I 0 ... 0 <D I ~ ~ w w a:: f-(/1 / "' C ·c: " " .s "' C C-5523 t .---.------,--------------------.-----,,----------.-------------,,--------------------------------~ REVIEWED: S RESIDENTIAL STREET OVERLAY PROGRAM ~ \)l'.2 .. ~.A~ UNIVERSITY DRIVE j PATRICK'ARCINIEGA,(5E 70740 [FROM STA. TO STA.] f SENIOR CIVIL ENGINEER o.. 1-----.-----1----------------------~---------/ DESIGNED: AC DRAWN: AC CITY OF NEWPORT BEACH _R_-6_0_4_0_-_S_ i NO. DATE DESCRIPTION OF REVISIONS APPROVED ~t\\HSS!g#. ' :ft ~ PATRICK L. ~ :::; ARCINIEGA ~ ::;; No, 707 40 ~ ~ ..... "" Exp. 06/30/15 ""' * * ~i, CIV\\. ~ 'UF C~l.\\"1 CHECKED: PA DATE:04125114 PUBLIC WORKS DEPARTMENT SHEET 3 OF 25 ,3-._ __________________________________________________________________________________________________________ .,...,. ____________ ""'""..,....,;""""'iiiill..,,...,. ____________________ _. _______ .i:..: I -··--..... ·-'-··-··· . ··--·-· •• • ·····-·· -·· ······---• 1 L ' l--- 1 ~ ............... . ' . __ , ________ J_ ...... -······ I I -------+----------------+---------------------- .... ·---·-----+-------------+------------+----- ' t I ........ f _____ !0-------'IBm<----- ··-·-·-··-···-····--.· .. 1 .. ••.· .. ·-·.··. -+--J ··1L. 16+00 0 0 + cs:, ..-'Sf" ~ tu en w wI z en -w _j w I en () ~ ~ 00 N<:J ·z 0, -N t-+ \':! <O X -w ·z <{_ t-0 U) -, -~ .L--+-..;,l\ = i r-- 1() t-. ::, 00 0 IO I zt Q -□ .,' 0 t-z (/) w CONSTRUCTION NOTES: =-·····-·-··~··· l--__ . t 17+00 "' st <:) ·z st -"' t-+ \':! <DX -w 0 SAWCUT AND REMOVE CURB AND GUTTER AND RECONSTRUCT TYPE "A" CURB (6" CF) AND GUTTER PER CNB STD-182-L, INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF FULL DEPTH AC SLOT PATCH (PATCH BACK), W=1' MIN. 0 CONSTRUCT 1-1/2" AC FlNAL PAVING CAP 0 REMOVE AC PAVEMENT AND BASE AND PLACE FULL DEPTH AC (DIG-OUT) PER DETAIL "B" ON SHEET 2 0 CONFLICTING TREE ROOTS TO BE ROOT PRUNED PER SPECIFICATIONS AND AS DESIGNATED BY THE ENGINEER (j) INSTALL ROOT BARRIER PER DETAIL "A" ON SHEET 2 @ADJUST MANHOLE FRAME AND COVER TO GRADE PER CNB STD-111-L @ REMOVE AND REPLACE WITIH NEW VALVE BOX AND COVER TO GRADE PER CNB STD-511-L ® REMOVE AND RECONSTRUCT SIDEWALK PER CNB STD-180-L 18+00 I w I ' 18+00 19+00 2300 19+00 -, ~ <:) ·z ,--,_ st t-+ U) en X -w 20+00 21+00 2280 21 112 S.F. 20+0 j,j)- --t: -"'"'"' SCALE: 22+00 HORIZ: 1''=20' VERT: 1 "=4' ······-·-....... -·· -·· ·I c 0 C 0 -u, 0 u 0 E 0 -"' .. - .!e -C "' ,::, 'iii " a:: U) I 0 st 0 <D I < 0 L ~ 0 -"' Q) L iii UNIVERSITY DRIVE UPPER NEWPORT BAY REGJONAL PARK 0 -C "' ,::, LEGEND 1-1/2" OVERLAY COURSE TYPE III-C3-AR-4000 f \'. >] PROPOSED DIG-OUT !1/%1/ /,1/),3 1' (2' WHERE NOTED ON PLAN) AC SLOT PATCH 0.5' MIN. DEPTH TYPE 111-82-PG 64-10 W/0.17' OVERLAY COURSE TYPE III-C3-PG 64-10 • iii "' fl'. U) I 0 st 0 "' I ;',, ~ w w fl'. t-;:;, "' C ·c: "' Q) C "' C: C-5523 'g- ..... -...-----..--------------------~------.----------..------------.---------------------------------1 □ ..: RESIDENTIAL STREET OVERLAY PROGRAM i REVIEWED: Q) L UNIVERSITY DRIVE 1 ;:;, PAlRICK ARCINIEGA, R 70740 [FROM STA. TO STA.] ~ >-_..:;SE;;.N;;,;IO;;.R;;.C;;.l..,\IIL;;_;;;EN;;.;;.N.;,:E;;.E_R_+ _____________________ ..--------1; DESIGNED: DRAWN: AC AC CITY OF NEWPORT BEACH ~R_-6_0_4_0_-S __ i '-----------------------------------------------------------------------•N•O•. --D•ATE _ __,,_D.ES•C•RIP•Tl•ON-O•F•R•E\ll•S•IO•N•S----------i.A•P•PR•O•VE•D--------•C•H•EC•K•ED•:..,;,,P.,Ai.,D•A•TE•:o,.4•2•5•1•4i..---•P-U•B•L•IC•W-0•R•K•S-D•E•P•A•R•T•M-E•N•T----•S•HE•E•T...,4_o_F111121115...,,.[ SCALE: HORIZ: 1"=20' VERT: 1"=4' 22+00 0 0 + N N~ $t- C/) lli w :c z Cl) ::i w :c w u Cl) I-~ 00 T T T·~~-----······-----·-- 1 co co ci ·z ~ T . 23+00 co 0 0 <Xi ~ 1' 0 (X) N + + N ~-~ .,.., ~ N "'·-N n O?w <{ ,-._ 21 <( ,-._ ,..: >--n B >--n V) ~ V) ~ ,-._ .,.., '-' ,,.; z st F + (/) .,.., x N w <{ z >--i5 (/) -, ' ' i ; i CONSTRUCTION NOTES: 0 SAWCUT AND REMOVE CURB AND GUTTER AND RECONSTRUCT TYPE "A" CURB (6" CF) AND GUTTER PER CNB STD-182-L, INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT Of FULL DEPTH AC SLOT PATCH (PATCH BACK), W=1' MIN. G) CONSTRUCT 1-1/2" AC FINAL PAVING CAP ® SA WCUT AND REMOVE EXISTING DRIVEWAY APPROACH, CURB AND /OR GUTTER AND SIDEWALK INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF DRIVEWAY APPROACH PER CNB STD-161-L INCLUDING FULL DEPTH AC SLOT PATCH (PATCH BACK), W=1' MIN. ® REMOVE AND REPLACE WITH NEW SURVEY MONUMENT FRAME AND COVER TO GRADE PER CNB STD-116-L. THE SURVEY MARKER SHALL BE PROTIECTED IN PLACE. @REMOVE AND REPLACE WITH NEW VALVE BOX AND COVER TO GRADE PER CNB STD-511-L @ REMOVE AND RECONSTRUCT SIDEWALK PER CNB STD-180-L @ RECONSTRUCT PORTION OF EXISTING PCC OPEN CHANNEL DOWN DRAIN LEGEND 1-1/2° OVERLAY COURSE TYPE III-C3-AR-4000 I c :<, -"•~✓.>] PROPOSED DIG-OUT _/". / • //·/;/J W/1/1%3 1' (2' WHERE NOTED ON PLAN) AC SLOT PATCH 0.5' MIN. DEPTH TYPE I11-82-PG 64-10 W/0.17' OVERLAY COURSE TYPE III-C3-PG 64-10 C: 0 C: 0 -f/) 8 0 E 0 N n -a- '-0 n ;- 0 -"' "' L -(/) a -C (I) " ·;; "' 0:: (/) I 0 st 0 <D I < 0 t: (I) > 0 -"' "' L -(/) 0 -C: (I) " ·;; (I) 0:: (/) I 0 v 0 <D I ;5- f" w w ~ ~ O' C: L (I) (I) C ·a, C C-5523 'i; r---,------,--------------------,-----,-----------,-===--------.--------------------------------1~ REVIEWED: u NO. DATE DESCRIPTION OF REVISIONS APPROVED RESIDENTIAL STREET OVERLAY PROGRAM -:;; (I) L UNIVERSITY DRIVE _g ; PA~~NIOR CIVlL EE:~740 [FROM STA. TO STA.] ID 1------.-----------------------------------.,';c, CITY OF NEWPORT BEACH R-6040-S t 1----------f/) DESIGNED: DRA'M>J: AC AC CHECKED: DATE: PUBLIC WORKS DEPARTMENT SHEET 5 OF 25 ? PA 04 25 14 ._ __________________________________________________________________________________________________________________ ,.__a~.iiiW--------------------·-----~-'LL \ ,: \ '\ ·, ·" 11 ll'.l ..... \ \ "' c:, st c:, <D z c,j z \ \ 11 ..... i= ll'.l f- + (J) + (J) 0 X 0 X 11 -w -w BEGIN CONSTR CTlON I ~ z <i. z 6 f-Q STA. 10+39.20 I (J) -, (J) a _--,-- INTERSECTION STA. 10+\00 ' -1---[: --c,?;--· \,/ \,/ ---\,/ w V1 \ 0 "' ?J V• < ' {Tl \ I v: \ ~ Sc"e 11 ,4'<:· ,.. ~ "' <o• BONITA CREEK PARK 0 ..... + (!) ..... (!) <( I-I-w Cl) w wI z Cl) :J w IW 0 Cl) ~ ~ st 21 st I') c:, "' c:, I') z ,,; z I') F lf) F + (J) + (J) <D X tO X -w -w <i. z <i. z f-0 f-0 (J) , (J) , CONSTRUCTION NOTES: 0 CONSTRUCT 1-1/2" AC FINAL PAVING CAP ..... ..... O> (:> Ol c:, "' z "' z 0) f--i= + (J) + (J) <D X ..... X -w -w <i. z ~ z f-0 21 0 (J) , (J) , LA VIDA "'REMOVE AC PAVEMENT AND BASE AND PLACE FULL DEPTH AC (DIG-OUT) PER DETAIL I_V "B" ON SHEET 2 ® REMOVE EXISTING PCC IMPROVEMENTS AND CONSTRUCT CURB ACCESS RAMP PER DETAIL "C" ON SHEET 2 @ADJUST MANHOLE FRAME AND COVER TO GRADE PER CNB STD-111-L @) REMOVE AND REPLACE WITH NEW VALVE BOX AND COVER TO GRADE PER CNB STD-511-L @ CONSTRUCT 1-1 /2" FULL 1'>1DTH GRIND ® REMOVE AND RECONSTRUCT SIDEWALK PER CNB STD-180-L ® REMOVE AND REPLACE TRAFFIC SIGNAL DETECTOR LOOP ( SEE SPECIAL PROVISIONS) @ TO BE RAISED TO GRADE BY OTHER BONJTA CREEK PARK 3 •• ---- I f-4 <D ~ 6 0) c:, N z "' I <D i= <D c:, + (J) + 0 N X --w -z LA VIDA <i. i3 <( z f-w f-Q (J) m (J) JOIN EXISTING 21 -- ----------------------------------------------- SCALE: 1 .. ~ 20' 21 -N c:, 0 z O> i= + (J) N X -w ·z <(_ f-0 (J) -, 7 \ \ \ 7 ----~----- LEGEND 1-1/2" OVERLAY COURSE TYPE III-C3-AR-4000 PROPOSED DIG-OUT ~ ~~------~--- -~~~----~---;--.::: JOIN EXISTING :::::-,-.......~ ~ . i l I! ,, ' '"° . '' I ·--i I ' ' ' ' ' ' ' C 0 C 0 ~ "" 0 " 0 E 0 "' "' .. - -Q) ~ ~ (J) £ ~ C Q) :2 "' Q) a,: (J) I 0 st 0 "' I < " .:: !\'. 0 ~ Q) ~ ~ (J) ~ ~ C " 'O "' Q} a,: (J) I 0 st 0 <D I '.'5- ~ w w a,: I-- '.:'.}- "' .!: ~ Q) Q) .!: 1' (2' WHERE NOTED ON PLAN) AC SLOT PATCH 0.5' MIN. DEPTH TYPE III-B2-PG 64-10 W/1-1/2" OVERLAY COURSE TYPE III-C3-AR-4000 "' C C-5523 ~ .--..-------.--------------------,----,,----------.-::-:==:-------,r------------------------------1~ ~VIE~~ ~ RESIDENTIAL STREET OVERLAY PROGRAM " Q) ~ LA VIDA _g ? PATRICK ARCINIEGA, RE 70740 STA. 10+39.20 TO STA. 18+94.78 m 1-__.::SE::,N::.;IO:.:.;R...;C::.IVl;;;L:..E::.N;.:;;.N:;::EE::.R;__+--------------------.---------t~ DESIGNED: Ac DRAWN: Ac c1TY oF NEWPORT BEACH 1--R_-6_0_4_0_-_s ___ ~ DESCRIPTION OF REVISIONS APPROVED CHECKED: DATE: PUBLIC WORKS DEPARTMENT SHEET 6 OF 25 '3--L-----------------------------------------------------------------------------.&.N;.0;.·..1,,_,;,D;.,ATE.;.._i.,;,;;,;.;,.;_,.;._,_1111111 ____________ ..i., ___ ._ _____________ P,_A..,__-'0•4"'2iiiii5•1•4,._ _____________________ ._ ______ _.G..: 0 O::®J ......... -----,. + I •• ~·"····,-r') GRADES ... N ~ Cs en ...J_~fi...J?'----·---+--------·--- "' "' a_ o __ • t0 • I"') <( . <( . . . ............ +·--1ai-~-t;; ~ SCALE: HORIZ: 1''=20' VERT: 1"=4' f161, • 400 (fll 016") TYPE 7A 51111!.AR iO CJ\l.1RANS TYPE 6 !lESQN I.OillllNG CASE I OR fl PER Sl'PWC6'17 ATf'il'lBARS, 110 SPl.lCE:S WllHlN 50CY mm (20") fROII TCP Of FOOllffll NOml: TOE Of' SUJP£ INlERSECTIOII SEE SPf'WC 617, EXCEPT CON'JlllOOUS PEll'f!QJJS IIIICKrlLl. NOT REQUIRED TYPE 7B 1. SEE SPPWC 617 FOR STANDI\Rll WALL OETJIJl.S. 2. METRIC REIM!'OOCNG BAR SP AClllG IS IN MIUJljE'!ERS. STANDARD PLANS FOR PUBLIC WORKS CONSlRUCllON -:--..:,:::;.=,.... REINFORCED CO.,mr IE --... --- Tl'PE 7A WAI.I. I IJES(II H ,.· 1020 mm 1220 1-4-20 1630 ' • (3'-4") {4'-o"} (4'-8j (5'--+') w ' 10DD noo 1200 1300 ~·-21 (3'-&") (Y-10"} (4'-2") (!)BARS f18!J om (fll O 15") 11111 O 375 (15 O 15") f1IM O 371! (15 O 15") flSM O J7ri (15 O 15") T'lPE 78 WALL DESl!lN!l 11l21l mm 12211 1420 16JO (l'-4") (<l'-0") (4'-11") (5'-4") w 850 950 !ll5() 1150 (2'-5") (3'-0") (J'-<t") (3'-8") (9'ARS fl8110 375 (fll 015") #1111 0 375 (fll O 15") fll!M O 375 (fll • l!S") f!ei.l O 375 (15 O 15") (.!)BARS fl8II. 375 (if5 0 15") f16M O 375 (fll O 15") f11l!1037ll fi{!N O 375 (fll 1115"} (fll • u;") ST ANO ARD Pl.ANS FOR PUBI.IC WORKS CONSTRUCllON RETAINING WAL!. TYPE 7 1830 (6'-o") 1-400 (~'-II") fl~M D 300 (fll O 12") 11130 (6'-0") 1250 (4'-0") ~ Bli O 300 fll O 12") f!6M O 300 (fll 012") 616-2 VARIES SEE Pl.ANS WET BARREL ASSEMBLY GfMNL HPIESi t. FJI.IIW.LIE_,.,, __ 1111.Ull) ., ......... I E!flJQ Qf MAlfBAI • tEMJID. -• if JIii {I) ._. ____ ,.....,_ •• ""1lET NIii NO ►1/11!' llU'l!;1!I at CIJE .r' CUUT I; DE 2 t/2"' WD.ET. I ldOIIEL UMGO 11£M(-fff CMECK WUE. 'HWST a.ace fEil D1St sm. 01111. • t1. r FUl'D :11 P.O. Ut Wd.W: @ fl' C.L f'UI. J P.O,. ORT BMIREL BlltY. r CL tu. s PA aT 8MML ...,.. ,r P,V.C. CL 100. -._ {11ft). = :.J"~-= :a•ir::• (11111> LD) @ ...... ,( ........ ,. •.o al _._ 2'-0" PLAN STANDARD ARE HYDRANT INSTALLATION lCl 01/04/10 4 10+00 11+00 C 0 C 0 ~ £ h'~! ~/ /;~ \ /t, • -.. 21 JOIN EXISTING 0 <O C) 8 "' z "' ... f-"' + (/) ui 0 X <XJ -w + <i z 0 -f-0 (/) -:, i (/) CONSTRUCTION NOTES: G) SAWCUT AND REMOVE CURB AND GUTTER AND RECONSTRUCT TYPE "A" CURB (6" CF) AND GUTTER PER CNB SID-182-L, INCLUDING REQUIRED SAWCUTTNG AND REMOVAL OF EXISTING S1REET SECTION AND REPLACEMENT OF FULL DEPTH AC SLOT PATCH (PATCH BACK), W=1' MIN. 0 CONS1RUCT 1-1/2" AC FINAL PAVING CAP 0 REMOVE AC PAVEMENT AND BASE AND PLACE FULL DEPTH AC (DIG-OUT) PER DETAIL "B" ON SHEET 2 ® CONFLICTING 1REE ROOTS TO BE ROOT PRUNED PER SPECIFICATIONS AND AS DESIGNATED BY THE ENGINEER 0) INSTALL ROOT BARRIER PER DETAIL • A" ON SHEET 2 4'-8" (.!) z f- (/) X w z i5 -:, ® SAWCUT AND REMOVE EXISTING DRIVEWAY APPROACH, CURB AND/OR GUTTER AND SIDEWALK INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF DRIVEWAY APPROACH PER CNB STD-161-L INCLUDING FULL DEPTH AC SLOT PATCH (PATCH BACK), W=1' MIN. ® REMOVE AND REPLACE WITH NEW SURVEY MONUMENT FRAME AND COVER TO GRADE PER CNS STD-116-L. THE SURVEY MARKER SHALL BE PROTECTED IN PLACE. @) SAWCUT AND REMOVE EXISTING CROSS GUTTER, SPANDREL AND CURB INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING S1REET SECTION AND REPLACEMENT OF FULL DEPTH AC SLOT PATCH -0 + f--::, -o • I <( C) f--(/) 0 6'-8" CJ) 0 ;;:, + f--::, -o . I ~ ':2 (/) 0 ~-~)=:. SCALE: 1" = 20' ·z <( -f-0 (/) -:, ... N ... ,,., + N - <i f-(/) C) z f-(/) X w z 0 -:, 0 N 0 ~ z F + (/) "' X -w <i z f-0 (/) -:, <Xl <O r') <I') + f-"' ::, -0 i I 0 (/) 0 7' MONROVIA AVENUE "' f-~ 5 "' I "' C) +-... 0 z <{G f-w <n ro 7' 1499 2'-7" 35 <XJ <!) 0.. 0:::;; + <( "' fr'. . ro <( a:: f-::, (/) u 16' 21 2"-7" \ 16\ "' 0 u 0 .. - 0 -C "' u "' "' fr'. (/) I ~ 0 <O I < 0 1: -------l ~~-~-~-~ .. ~;.,J:....i:,.~~c..:..ci:.::..2\',.:,,L=:.tr-+---+---I~~ .. -~--·.•. -----·-------- ji 0 <O ,,., 21 0 CJ) (.!) (.!) ... 0 '° z -z z ,.,.; ,-.. <XJ f--f-r') F + (/) + (/) + (/) 0 X -X -X -w -w -w OJ "' N 0 0 z ,.,.; I() F <O + (/) + -x --w - (.!) 21 z F (/) x w 37 =' X <( 0 :::;; ro 30 ·z <( -<i. z <i z <( z i z f-0 f-0 f-0 f-0 i5 (/) , (/) -:, (/) -:, (/) -:, (/) , 898-888 1478 ® REMOVE EXISTING PCC IMPROVEMENTS AND CONS1RUCT CURB ACCESS RAMP PER DETAIL "C" ON SHEET 2 @ADJUST MANHOLE FRAME AND COVER TO GRADE PER CNS SID-111-L @ REMOVE AND REPLACE 'MTH NEW VALVE BOX AND COVER TO GRADE PER CNB SID-511-L @ CONS1RUCT 1-1 /2" FULL WIDTH GRIND @ REMOVE AND RECONS1RUCT SIDEWALK PER CNB STD-180-L @ PROTECT IN PLACE ® RECONS1RUCT LOCAL DERESSION PER CNB STD-304-L @REMOVE EXISTING PCC IMPROVEMENTS AND CONS1RUCT CURB ACCESS RAMP PER CNB SID-181-L-A, CASE "D", W/1RUNCATED DOME ® REMOVE AND REPLACE 1'11TH NEW WATER METER BOX, FRAME AND COVER TO GRADE PER CNB STD-502-L 21 ® SAWCUT AND REMOVE EXISTING DRIVEWAY APPROACH, CURB AND/OR GUTTER AND SIDEWALK INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF DRIVEWAY APPROACH PER CNB STD-162-L INCLUDING FULL DEPTH AC SLOT PATCH (PATCH BACK), W=1' MIN. CJ) 0 C) ·z o_ Cs f-+ (/) NX -w ·z <( -f-0 (/) , 1480 LEGEND 1484 ·z <( -f-0 (/) -:, 1-1/2" OVERLAY COURSE TYPE III-C3-AR-4000 PROPOSED DIG-OUT r') f-::, ,,., 0 -I <Xl + (.!) r') 0 -z <i. (.!) f-w (/) a, 37 <I') OJ ... (.!) N z ,.,.;~ <O F 0 ,-u + (/) +>-v X ........ -w ~ <I') .,.,.; <i. z <Co f-0 t;;~ (/) -:, ~ Li: Cs 0 ,.,.; 0 -~ (102.86 FL) ,;: ..... OJ OJ I + \ I ."\, ' ;• \ I I--LO l ♦ 1500 0 -C " u en " fr'. (/) I 0 ,.. 0 <O I ? ~ w w fr'. f-~ 0, C ·c " " C "' C C-5523 1 ,,,-----,------------------.---,---~;;;~-::.--,-;:;:;-;;;::;;:;:-------,-----------------------=---=----=-19 ~ REVIEWED: -RESIDENTIAL STREET OVERLAY PROGRAM ~ 1' (2' 'MiERE NOTED ON PLAN) AC SLOT PATCH 0.5' MIN. DEPTH TYPE 111-82-PG 64-10 W/1-1/2" OVERLAY COURSE TYPE III-C3-AR-4000 E MONROVIA AVENUE _g PA TRI E 70740 ? SENIOR CIVIL EER [FROM STA. TO STA.] ro t-:::::==::---.-:::==--+-----------------------,---------1~ DESIGNED: AC DRAWN: AC CITY OF NEWPORT BEACH R-6040-S ~ 1--------1"' CHECKED: DA TE: PU C O ::, NO. DATE DESCRIPTION OF REVISIONS APPROVED PA 04 25 14 BLI W RKS DEPARTMENT SHEET ] OF 25 / ...._ ____________________________________ .,._ ___ _,__ ________ ....i.;,;;.,;,,;;,;;,;,;;.i._ ___ ...1,._~~~w....-....;.;;.;;;.;;,;,;;;.;.;.;;;.;.;;.;;.;.;;;.;.;;.;.;.;,;,;,;,;,;.;.._-L,;;;;;;;,;,.~~c.: (PATCH BACK) W=l' MIN. RECONSTRUCT CROSS GUTTER PER CNB SID-185-L I 105 I 1-- UJ UJ 0:: 1-- (f) I I-- LO .... -J,. 59 S=0.0059 s=0.oo . S=0.0059 ' ST!}:·'5'F79i53rl 103\78 TC '~ ' (103;28 F,L)~i ! ';', .: (103.66 TC) " I , (103.26 FL) :< ! 2J i@ i "' ' '+ -@s i z 0 F 16+00 21 18 g o'<I 0:: 0:: f-w Cf) f-z f- ' ' 0 ::::, '<' 0 Cl-' 2' o z "-co~ ::,c __ ,,, > ~ t9 0::::W I I I ~ 3~ I i ~ 103.79 TW 1 0 \ \ "' •••• "\ ...... 0 \ SEE SHEET 7 PO~ \. \ \ \ \ JTD\\ PLA~), _ ___,..I 1, \ 'w , ... ,, ----1\ w '\ \ y \ \ 1 1500 I \ ', \ S=0.0059 i ... L., .. 17+00 . ,,., ,,., <O 0 +"' r---' -~ ·w <( D f--Cf) Cf) ,,, ,,., <xi -+ "' r---' -~ . w <( D f--Cf) Cf) SEACLJF'F'E HOMES MOBJLE'. HOME PARK PROPOSED RETAINING~ WALL 4'-6"3'-6' 0 ~---tO ·- r---' m .............. -!7::_ ~-------·- <i. ui Cf) - S=0.0059 PROPOSED FL GRADE +-------------a --- 18+00 MONROVIA R/W L 4' - N ,,., c:i "' + "' m -' -~ ·w <( D f--Cf) Cf) N ,,., N ,,, +"' m -' -~ ·w <( 0 f--Cf) Cf) 19+00 21 AVENUE 1515 S=0.0059 I --1---------------------- ---····J. 0) 0 -r-- + "' 0) -' -~ • w <( D f--(/) Cf) 1:§)scE <O 0) .,; 0) 20+00 + "' 0) _J -~ ·w <( D f--(/) Cf) 21+00 30 oi 0 + '<' --' N~ . w <( D f--Cf) (/) S=0.0059 SCALE: HORIZ: 1''=20' VERT: 1''=2' c ~--·----------------0 22+QQ C 0 <O >-,,., <( <O 3' 0) w + 2: -O:'. No ,i. D f-z Cf) w N 0 C) 01 ,::: 01 f-+ (/) -x NW <( ,::: t-0 (/) 7 -"' 0 u 0 E 0 ,,., ,,., .. - . 0 -C <l) .,, "' " 0:: Cf) I 0 "' 0 <O I !?- w CONSTRUCTION NOTES: EXISTING GRADE 4" ~ 0 SAWCUT AND REMOVE CURB AND GUTTER ANO RECONSTRUCT TYPE "A" CURB (6" CF) AND GUTTER /' T ;., g: PER CNB SID-182-L, INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION ✓' % ~ ;;], AND REPLACEMENT OF FULL DEPTH AC SLOT PATCH (PATCH BACK), W=1' MIN. / r--o, @sAwcuT AND REMOVE EXISTING DRIVEWAY APPROACH, CURB AND/OR GUTTER AND SIDEWALK ::: = = =:::: :---~ ~ LEGEND ~ INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF ~ DRIVEWAY APPROACH PER CNB STD-161-L INCLUDING FULL DEPTH AC SLOT PATCH (PATCH BACK), W=1' MIN. ----V//////-g' [i'./'.(/(/L,! 1' (2' WHERE NOTED ON PLAN) AC SLOT PATCH 0.5' MIN. DEPTH TYPE III-B2-PG 64-10 W/1-1/2" OVERLAY COURSE TYPE III-C3-AR-4000 @REMOVE AND REPLACE 'MTH NEW VALVE BOX AND COVER TO GRADE PER CNB SID-511-L 1 21 C-5523 'g' @ r--,,-------,---------------------,----.----------,-===--------,--------------------------------19 ® 18 CONSTRUCT MODIFIED REINFORCED CONCRETE RETAINING WALL PER SPPWC SID-616-2 (W=6", MAX. H=18") SECTION A-A REVIEVv£D: 9- 21 REMOVE AND RECONSTRUCT SIDEWALK PER CNB SID-180-L RESIDENTIAL STREET OVERLAY PROGRAM "a, NOT TO SCALE @REMOVE TREE MONROVIA AVENUE _g @ TO BE RELOCATED BY OTHER ~ ® PATRI 40 STA. 15+79.53 TO STA. 21+99.02 ,.. @REMOVE EXISTING AND RELOCATE NEW FIRE HYDRANT ASSEMBLY PER MESA CONSOLIDATIED WATER DISTRICT 37 SAWCUT AND REMOVE EXISTING DRIVEWAY APPROACH, CURB AND/OR GUTTER AND SIDEWALK SENIOR CIVIL R ~ STANDARD DRA~NG NO. 4 ON SHEET 7 INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF l------::--r-:-------t----------------------,.--------1/ ~ DRIVEWAY APPROACH PER cNs sm-162-L INCLUDING FULL DEPTH Ac SLOT PATCH (PATCH BACK). w=r MIN. DESIGNED, Ac DRAl'IN, AC c1TY oF NEWPORT BEACH 1-_;_R...;.-...;.6_0;_4...;.o...;.-_s;:._ ... ~ '20PROTECT IN PLACE •• ._ _______________________________________________________________________ N_o_. --D-ATE ___ D_Es_c_RIP_TI_□_N_o_F_R_Evi_s_1o_N_s __________ i,.A_P-PR_o_VE_D ________ ..... c_H_EC_K_ED_,_.P::,iAi,.D_A_TE.il:o.4i,iii2iiil5~1-4 _____ p_u_s_L_1c_w_o_R_K_s_o_E_P_A_R_T_M_E_N_T ___ _,__s..;HE..;E_T,.;;;8;...o_F,:;2;,;5~f \ -r I f------.. ··-· .. ·---.. --· ........... --+------.. ··· ............. ----,.i .. - ·--····-............ , .. ---+-------------,-------------· ........................... .._ ____ _ --fxxx -----+----------------+----- 10+00 BEGIN CON RUCTION STA. 10+18 0 898 _, INTERSECTION STA. 1 o+oo ~ ti " -- I -- ,, 0) <D <'i ... + 0 - >':- !-'/ . "\, i ,>,., ' -;. .. l '-"',/ ---_, f_, ,: I-::J 0 I (!) (/) 0 889 CONSTRUCTION NOTES: 894 1/ ' ',\ , .. " ,c_ N 0 OJ .,: z OJ R + !i! 0 X -w i z 0 (/) -, +---------------------+----------- .. --------.. -.. -·--------+-------------+----------- ---------·--·-----. _ .. ___ ---1-·----__ ... ------- ---------1------------ -----+----------------------- ----------------·---- 11+00 890 11) (!) 11) (!) 0 0 "' z d z -;:: /<) I- + (/) + (/) -X -X -w -w <i_ z <i_ z 0 0 >-I-(/) -, cry --, 6' P-' ------[i -----I ,_, ---~--S.J 5' 3' 4' ... ... OJ (!) t') (!) z <O z N I-;:: -N + (/) + (/) -X -X -w -w >':-z i z 0 5 (/) -, (/) -, 11) (!) 0 ai z ... >- + (/) -X -w <i_ z I-0 (/) -, 2' 888 G G -- 11) (!) ~z OJ -OJ 1-+ !i! -x -w ·z <( ->-0 (/) -, 12+00 4' 882 883 I r -1--- @) REMOVE AND RECONSTRUCT CURB DRAIN PER CNB STD-184-L ® REMOVE AND RECONSTRUCT SIDEWALK PER CNB STD-180-L 0) 0 11) -(!) r-.: 0) z <D r--I-+ + (/) N N X --w <i_ <i_ z I-I-0 (/) (/) -, 13+00 c:; "' ·Z 0 I-+ (/) I') X -w ·z <( -I-0 (/) -, 877 G) SAWCUT AND REMOVE CURB AND GUTTER AND RECONSTRUCT TYPE • A" CURB (6" CF) AND GUTTER PER CNB ST0-182-L, INCLUDING REQUIRED SAWCUTTNG AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF FULL DEPTH AC SLOT PATCH (PATCH BACK), W=l' MIN_ 0 CONSTRUCT 1-1/2" AC FINAL PAVING CAP @ SAWCUT AND REMOVE EXISTING IMPROVEMENTS AND INSTALL TRUNCATED DOME PER DETAIL •c• ON SHEET 2 0 REMOVE AC PAVEMENT AND BASE AND PLACE FULL DEPTH AC (DIG-OUT) PER DETAIL "B" ON SHEET 2 ® SAWCUT AND REMOVE EXISTING DRIVEWAY APPROACH, CURB AND/OR GUTTER AND SIDEWALK INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF DRIVEWAY APPROACH PER CNB STD-161-L INCLUDING FULL DEPTH AC SLOT PATCH (PATCH BACK), W=1' MIN_ ® REMOVE AND REPLACE WITH NEW SURVEY MONUMENT FRAME AND COVER TO GRADE PER CNB ST0-116-L THE SURVEY MARKER SHALL BE PROTECTED IN PLACE_ @ADJUST MANHOLE FRAME AND COVER TO GRADE PER CNB ST0-111-L @) REMOVE AND REPLACE WITH NEW VALVE BOX AND COVER TO GRADE PER CNB STD-511-L @ CONSTRUCT 1-1 /2" FULL WIDTH GRIND - --------------------~ ----------·-···-·· --- --------------1-------------l-----------------+--------------t------ LEGEND --+--------··---·-------··---· -r------- 870 0) N (!) ·z 0) -r--I-+ (/) n X -w ·z <( -I-0 (/) -, 875 1 ---·---- 14+00 1-1/2" OVERLAY COURSE TYPE III-C3-AR-4000 8 :C )'; ~j PROPOSED DIG-OUT ---+--···------- ------!--------··--·----- -........ ., ..... y .. I -------1------" --------------+ 864 0 1-~ 5 01 '+ ~ ... 0 z <i_ (3 I-w (/) rn ,r: ---+-------.. ·------------------------·- 15+00 858 L__J /. / / :..::i; ; / ' / 1 21 (!) z >-+ (/) X w ·z 0 -, 865 4 16+00 852 N / 11) (!) < rri z ;:: 0, + (/) 11) x +O+ -w <[ z >-0 (/) -, 861 SCALE: HORIZ: 1 "=20' ~ 0 0 "' ... 1"=4' + >-<D ::J -o • I <[ (!) >--(/) 0 ,: C 0 C 0 -(/) 0 0 0 E 0 <D "' ... " 0 z2_ ... 0 0 -al -0 (/) <l) "' (/) I ~ 0 <D I < 0 t " > 0 0 -C " 32 (/) " ,,.. (/) I 0 ... 0 <D I ~ ~ w w f!: ~ "' C L " <l) C W:;///,'.1 1' (2' WHERE NOTED ON PLAN) AC SLOT PATCH 0.5' MIN-DEPTH TYPE 111-B2-PG 64-10 W/1-1/2" OVERLAY COURSE TYPE III-C3-AR-4000 "' C C-5523 ~ ,-,----,-------------------,----,,---------r.::::==-:--------,-------------------------=:.__;::...:-=.=---19 REVIEWED: ~ RESIDENTIAL STREET OVERLAY PROGRAM ~ <lJ L PRODUCTION PLACE i' ~ PATRI 40 STA. 10+18.20 TO STA. 16+50.00 ~ SENIOR CIVIL ER a_ r:::::===---r.::-==--+-----------------------.---------1/ DESIGNED: AC DRAWN: AC CITY OF NEWPORT BEACH R-6040-S ~ 1------,;__--1 u, ._----------------------------------------------------------------------•N•O•. --D-ATE .... ...,l,•D•ES•C•Rl•PTI•ON-O•F•R•EVl•Sl1110•N111S----------~A111P;_;PR,;,;O;,;;VE;;;;D._ _______ .1,.,C•H•EC•K•ED•:_.PQ,1A~D•A•TE,jj:0~4 "2il,5~1:;,4i-, ____ p;_;;;,LJ,;;;B,;;;L;,;IC~W,;.;.;0;,;R_;;K.;,S;;,.;;;□;,;E;;,;P_;,A,;,;R.;,T;,;M,;;,;E;,;N_;,T ___ ..,L,;:S;,;;HE;:;E,;.T~9:...;o;;,F~2;_;5;U-r i i i • --------------- -L -+---------------·----------,f------------- ----------------+-- • --j...----- 1 --+------------------------- -1 ------------·------·i . .. ---1 J ___ _ 4 ' -----~-------- ------------------------+------------ ---------~-------------'-------- 0 LO + (0 ...... 0) <( I-I-w en w wI z en :::::iW IW Oen ~ ~ 17+00 846 840 8 N CONSTRUCTION NOTES: 0 SAWCUT AND REMOVE CURB AND GUTTER AND RECONSTRUCT TYPE • A" CURB (6" CF) AND GUTTER PER CNB STD-182-L, INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF FULL DEPTH AC SLOT PATCH (PATCH BACK), W=1' MIN. 0 CONSTRUCT 1-1/2" AC FINAL PA~NG CAP 0 REMOVE AC PAVEMENT AND BASE AND PLACE FULL DEPTH AC (DIG-OUT) PER DETAIL "B" ON SHEET 2 0 CONFLICTING TREE ROOTS TO BE ROOT PRUNED PER SPECIFICATIONS AND AS DESIGNATIED BY THE ENGINEER (!) INSTALL ROOT BARRIER PER DETAIL "A" ON SHEET 2 18+00 ® SAWCUT AND REMOVE EXISTING DRIVEWAY APPROACH, CURB AND/DR GUTTER AND SIDEWALK INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF DRIVEWAY APPROACH PER CNB STD-161-L INCLUDING FULL DEPTH AC SLOT PATCH (PATCH BACK), W=1' MIN. ® REMOVE AND REPLACE WITH NEW SURVEY MONUMENT FRAME AND COVER TO GRADE PER CNB STD-116-L. THE SURVEY MARKER SHALL BE PROTIECTIED IN PLACE. @) SAWCUT AND REMOVE EXISTING CROSS GUTTER, SPANDREL AND CURB INCLUDING REQUIRED SAWCUTTlNG AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF FULL DEPTH AC SLOT PATCH 19+00 c, N ~ r--I ,_ CXl + :::, 0 CXl I (!) 0 "<! @ADJUST MANHOLE FRAME AND COVER TO GRADE PER CNB STD-111-L @ CONSTRUCT 1-1 /2" FULL WIDTH GRIND @ REMOVE AND RECONSTRUCT CURB DRAIN PER CNB STD-184-L @REMOVE AND RECONSTRUCT SIDEWALK PER CNB STD-180-L @ REMOVE TREE 20+00 828 LEGEND ,.: N + l-o :::, NO - I <( (!) I--(/J 0 816 1-1/2" OVERLAY COURSE TYPE III-C3-AR-4000 PROPOSED DIG-OUT i -------{---· 21+00 810 -··-fi --·--·------- <O 0) I-. :::, lO 0 '° I ;± (!) Ni5 <( 0 I-z (/J w 22+00 3'-6" ------\] 105.42 FL i ,:, 1 D5.32 FL SCALE: HORIZ: 1''=20' ' \ VERT: 1"=4' -c·; , -... ... _ •. • ·. -, . -. ~. -·~.- \ ✓i ~- 23+00 w :) z w ~ 23+00 <( -> -----0 0::: z 0 ~ 0 0 co r-- + N N <( I- (/) z 0 F 0 :::, cc I-(/) z 0 0 0 z w C 0 C 0 ~ V) 0 0 0 E 0 r--"' -<I) <I) L -(/J 0 -C <I) u V) <I) cc (/J I 0 '<l-o <D I < 0 L g: 0 .2 -C <I) 'O 'iii <I) cc (/) I 0 '<l-o <D I ~ ~ w w g: :J-"' C L <I) <I) C O> C 1' (2' WHERE NOTIED ON PLAN) AC SLOT PATCH 0.5' MIN. DEPTH TYPE 111-B2-PG 64-10 W/1-1/2" OVERLAY COURSE TYPE III-C3-AR-4000 C-5523 i r---,-----,--------------------,----,----------r::-::c-:===------.--------------------------------10 RE~EWED: <C ~ RESIDENTIAL STREET OVERLAY PROGRAM PRODUCTION PLACE ,:, <I) L 0 _c ~ PATRICK ARCINIEGA, R E 70740 STA. 16+50.00 TO STA. 18+94.78 = SENIOR CIVIL EN NEER 8: l-:-:--=--..-:-==---+-----------------------~--------1/ DESIGNED: AC DRAWN: AC CITY OF NEWPORT BEACH R-6040-S ~ (PATCH BACK) W=1' MIN. RECONSTRUCT CROSS GUTTER PER CNB STD-185-L 1--------1"' -----------------------------------------------------------------------...1.""N""O• • .i,.....;,DA""TIE,;_...1,.;,DE;,;S""CR11111P•TI""O""N""O•F•R1111E~111S11110N;.,..S _________ ...,1""A;;_P;_;PR""O""VE;;D,L,. _______ ""-c•HE•C•KE•D•: -'PA~D-AT•E.ll,:04~ii.,l,14~---_;P•U;;.;,B;,Ll;,;;C;_W~O;_;R_;;K_;,S;.,;;;0;,;;E;;;,P_;,A,;;,R,;_T;_;M,;;,E;;;;_;N,;.T ___ .J.,;SH~E;,ET~1~Q;:_;;o;;_F~2~5Uf, JXxxl L., .. ' ····---------------------------------------- lXXXI ' . __ __J. ________ _ ---------------------~-----------+------------+------------+------------+------------i------I -r-· --I I T _L ----------------~----- 10+00 11+00 STA. 10+00 BEGIN CONSTRUCTION ~+--<;J , 953 CONSTRUCTION NOTES: 0 SAWCUT AND REMOVE CURB AND GUTTER AND RECONSTRUCT TYPE "A" CURB (6" CF) AND GUTTER PER CNS SID-182-L, INCLUDING REQUIRED SAWCUTTNG AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF FULL DEPTH AC SLOT PATCH (PATCH BACK), W=l' MIN. 0 SAWCUT, REMOVE AND REPLACE EXISTING PCC CATCH BASIN CAP, GRATE AND MANHOLE LID PER CNB-SID-305-L 0 CONSTRUCT 1-1/2" AC FINAL PAVING CAP \ \ ® SAWCUT AND REMOVE EXISTING DRIVEWAY APPROACH, CURB AND/OR GUTTER AND SIDEWALK INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF DRIVEWAY APPROACH PER CNB STID-161-L INCLUDING FULL DEPTH AC SLOT PATCH (PATCH BACK), W=l' MIN. 0 REMOVE AND REPLACE WITH NEW SURVEY MONUMENT FRAME AND COVER TO GRADE PER CNS STD-116-L THE SURVEY MARKER SHALL BE PROTECTED IN PLACL @ADJUST MANHOLE FRAME AND COVER TO GRADE PER CNB STID-111-L @ ADJUST WATER VAULT TO GRADE @ REMOVE AND REPLACE 111TH NEW VALVE BOX AND COVER TO GRADE PER CNB STID-511-L @ CONSTRUCT 1-1/2" FULL \\1DTH GRIND \ \ "' r---'-' 0, z "' r= + (/) -X -w <( z tii 0 1 -, 0 r---'-' "' z LO r= + (/) -x -w <( z tii 0 -, ~ '-' ·Z <O -LO f-+ (I) -x -w 12+00 N OC) '-' oi z 0 f- + (/) N X -w <( z f-0 1 C/l -, 951 ® REMOVE AND RECONSTRUCT SIDEWALK PER CNS STD-180-L @ PROTECT IN PLACE ;;; '-' ·z LO -,.-, f-+ >!2 NX -w ·z ;-: 5 (/) -, ·z <( -f-0 (/) -, 21 r---<O '-' a:i z LO f- + (/) N X -w ~ z ~ (/) 970 w 0, "' t:) N '-' 0, z "' z f-r--f-w + (/) + (/) N X N X -w -w ~ z <( z ~ f-Ss (/) C/l I ' i --------------1-, SCALE: HORIZ: 1 "=20' VERT: 1"=4' 13+00 14+00 15+00 16+00 C 0 C 0 ~ 8 <O <O ->-+ <( ~ ?; w ·> <( -f-0::: (/) 0 • ,-/ '. ---'---w --- cn---G e----+c-1- 21 >-<( ?; w > ii'. 0) 0 <O ...J OC) <( ... f- + 0::: "' <( -Cl. <( ~ f-(/) 0::: 16TH STREET LEGEND 8 >-<( ?; w > 0::: 0 0 co ...J 0 <( r---f- + 0::: "' <( -Cl. ~ ~ (/) 0::: 1 0 N II • --~ ~ &? 1-1/2" OVERLAY COURSE TYPE III-C3-AR-4000 !:>/ / ~12;] PROPOSED DIG-OUT CITY OF COSTA MESA OC) N '-' m z r= 0 + (/) ... X -w <( z f-0 (/) -0 UTILITIES YARD MAIN EN ANCE "' 0 '-' ·z ... -O> f- + (/) '<l-X -w ·z <( -f-0 (/) -0 B0;1/~ 1' (2' WHERE NOTED ON PLAN) AC SLOT PATCH 0.5' MIN. DEPTH TYPE 111-B2-PG 64-10 W/1-1/2" OVERLAY COURSE TYPE III-CJ-AR-4000 "' 0 t:) ·z g r= + C/l l!l X -w ·z <( -f-0 (/) -, 960 949 <O O> t:) ·z <O - "' f-+ (/) LO X -w ·z <( -f-0 (/) -, " 0 u 0 E 0 r---"' .. - 0 ~ C ., " " '" 0::: (/) I 0 ... 0 <D I < 0 ;:: 3 -'" '" ~ -C/l 0 -C '" " ·;; '" 0::: (/) I ~ 0 <O I 5- (/) f-w w g:: :::-o> C ~ ~ C o> C C-5523 ~ r--,-----,----------------------,,----,----------,;;==:::::--------,-------------------------------1~ REVIEWED: RESIDENTIAL STREET OVERLAY PROGRAM 16TH STREET ;:;- " " ~ 0 _c ~ PATR 40 STA. 10+00 TO STA. 16+50 > SENIOR CIVIL ER il: r:::==::--,;;==----i------------------------,---------t/ DESIGNED: AC DRAWN: AC CITY OF NEWPORT BEACH R-6040-S ~ 1--------11" '-----------------------------------------------------------------------•N•O•---D•ATE-....i•D•ES•C•Rl•PTl•O•N•O•F•R•E•Vl•SIO•N•S-----------A•P•P•RO•VE•D.._ _______ _..CH_EC•K•ED•:•P""A•D•A•TElli:0004'°"2-"'5_,1~4.._ ____ P•U•B•L•IC_W•O•R-K•S•D•E•P•A•R•T-M•E•N•T---••S•HE•E•T•1_1_o_F.,;2.5__,f I I rxxxl c .. '"' """ . ~xxx:--+-'-----"--~ 16+00 0 oe> ·z ~F +'!:' tO X ~w ·z <( -I-0 (/) --, --L ! 17+00 940 N 11) C) ,.: z "' F + (/) r--X -w <( z I-0 (/) --, 15' -6" 0 0 + cs:, ~ ~ . ~ i'.:: f- C/) lli w :r: z C/) ....I w :r: w 0 C/) ~ :f:! II CONSTRUCTION NOTES: 0 SAWCUT ANO REMOVE CURB ANO GUffiR AND RECONSTRUCT TYPE "A" CURB (6" CF) AND GUTTER PER CNB STD-182-L, INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF FULL DEPTH AC SLOT PATCH {PATCH BACK), W=1' MIN. G) CONSTRUCT 1-1/2" AC FINAL PAVING CAP ® CONFLICTING TREE ROOTS TO BE ROOT PRUNED PER SPECIFlCATIONS AND AS DESIGNATED BY THE ENGINEER (j) INSTALL ROOT BARRIER PER DETAIL "A" ON SHEET 2 1 ® SAWCUT AND REMOVE EXISTING DRIVEWAY APPROACH, CURB AND/OR GUffiR ANO SIDEWALK INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF DRIVEWAY APPROACH PER ONB SID-161-L INCLUDING FULL DEPTH AC SLOT PATCH (PATCH BACK), W=1' MIN. 0 REMOVE ANO REPLACE 'MTH NEW SURVEY MONUMENT FRAME AND COVER TO GRADE PER CNB SID-116-L. THE SURVEY MARKER SHALL BE PROTECTED IN PLACE. @ ADJUST MANHOLE FRAME AND COVER TO GRADE PER CNB SID-111-L @ REMOVE AND REPLACE 'MTH NEW VALVE BOX ANO COVER TO GRADE PER CNB STD-511-L @coNSTRUCT 1-1/2" FULL 'MOTH GRIND !3 y: 8 18+00 11) "' C) c:i z r--I-1! + (/) r--X ~ w <( z I-0 -~ (/) --, ~ ~ \ ----~-_J w -\ ,:_ 2'-4'" a:, v r--N r--<.:) a:, r--<.:) 0 C) N z 0, z N z "' F ,:_ -::;: I-11) F + (/) + + (/) + (/) r--X a:, <O X co X -w -~ w -w <( z < <( z ·z ;": 0 I-0 I-I-0 (/) --, (/) (f) --, (/) --, 925 @) REMOVE AND RECONSTRUCT CURB DRAIN PER CNB SID-184-L ® REMOVE ANO RECONSTRUCT SIDEWALK PER CNB STD-180-L @ TO BE RAISED TO GRADE BY OTHER Q Q 911-9d1 G------L <( I-(/) ---; - ' 19+00 N to ~z "' --I-+ 'cl Cl X -w ·z <( -I-0 VJ --, I --._.· ~:~--~-· .. -·.,:·~ :~.,;, ---··c· - -. ------ .. w I r-- (0 0 ·~ ,-.: z "' 0 F a:, C) + (/) "' z Cl X v I- ~ w + VJ z ~ z ~m X "'--w 0 0 -, VJ --, <( ~ 930 0 (0 ,.: 0, + Cl CJ - ;": VJ 8 L".l 1 C1 I -----,-- 20+00 -a:, 0 0 "' C) r--0 v 0 z "' z N z "' z F 0 F -F "' I- VJ + VJ + VJ + VJ X 0 X 0 x 0 X w N w N w N w z ;": z ~ z ~ z 6 ; 6 6 --, VJ (/) --, (/) --, I I 21 ' I 21 3'-4" ·W --~ • r--"' 1 "' <.:) '° 0 ,,; z iri z 0 I-'° F + (f) + (/) 0 X 0 x N w N w <( ~ <( z v N Cl ·z I:: I-+ (/) ox NW ·z ;": 6 (f) --, w v 0 a:, a:, + ~ <( <.:) z I- VJ X w z · 1··---- --~ ,. _, ,--•.• ;_ I 0 :. :; (.() ,f: "' Cl --~:- :--·'"· •:• .,. ·, .. . ::-.. ·--· -.' .' ........ •i SEE SHEET 15 If;}) I . ,:_O ), -r; -G G -··-·+" ! ' 0 ! • "t 0, I: ' (.'.j a:, rn Li) 1- --1------····---+-IXXXf I 22+00 898-884 a:, a:, 0 0 0 o:i z o:i a:, F ~ + (f) + ciJ x N w N <( z <( I-6 I-VJ --, " (/) 1 SCALE: 0 z I-(/) X w z 6 --, !XXXf T HORIZ: 1''=20' VERT: 1"=4' \.cJ N "' C) c,jZ ,.. F + (/) Nx NW C 0 C 0 -U) 0 0 0 E 0 <O ..., -" Q) L -(/) 0 -C: Q) "O U) Q) Q' (/) I 0 v 0 <D I Q' < 0 " !!; 0 .'2 16TH STREET : t;; Q I-0 VJ --, I-0 VJ --, I-0 (/) --, '° II -i I' or •.: 0 I ·z <( -I-0 (/) --, -C: Q) "O 'iii Q) Q' VJ I 0 ... 0 <D I :5-~ LEGEND ~ ~ I 1-1/2" OVERLAY COURSE TYPE III-C3-AR-4000 ~ C ·c 1$<{,;'.;)l PROPOSED DIG-OUT :l C l½-1,1/ /1,1] 1' (2' WHERE NOTED ON PLAN) AC SLOT PATCH 0.5' MIN. DEPTH TYPE III-B2-PG 64-10 W/1-1/2" OVERLAY COURSE TYPE III-C3-AR-4000 g' r--,---r-------------.---.------==----.----------------=C~-5:..:5:.:2::..::3_1f REVIEWED: <C RESIDENTIAL STREET OVERLAY PROGRAM ~ Q) L 16TH STREET _g ~ PATRICK ARCINIEGA, R E 70740 STA. 16+00 TO STA. 22+50 :;: SENIOR CIVIL EN NEER [l' l-::-:==:--.-::==--+-----------------------.---------1/ DESIGNED: AC DRAWN: AC CITY OF NEWPORT BEACH R-6040-S ~ f---------11 "' NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: PA DATE:04 2 14 PUBLIC WORKS DEPARTMENT SHEET 12 OF 25 ';3, .,_ ____________________________________________________________ ....,,...;..;........;...;,_.i..;.;;;.;,;....;,...;,...;,;.;.;....;;;. ________ .;....;,;;,,,;.;,;,;;,;,;;. ______ ....1. __ ....J~-~~lJ.1.---..;.;;;.;;;;;,;,;.,;.;.;;,;,,;;,;;.;,;,;~.;.;.;;;;,;;,~---L.;:.::;:;.;..~.:.~u.:.: I I L-- 1 -) ___ _ -·..ixxx7'-·--·.;..------·-------+-•--I ;---.. --+--- 1 1---············· I ----+-------·--------. I --••-,---------.---•-----_,. •• ,j. ·---------------! ------------------1"------- --1 I -------~-------------+-------------+-------··-·--···-·--....... ····--···-·--·-.... ,.,_., ________ ---------------·····--------- r l L --------~--~------··· --------------- I T ..... _,,_,, _______ --i --------·---- ' j- ......................... -~------------•.---------,,., ... , _._, _________ .. _______ _ --i------------L-------------1------------1-----------~i------------l--------. ··············-+--------------------------- SCALE: HORIZ: 1''=20' VERT: 1"=4' ···-----------+-------------'-------------~-----------....l.-------·------"--·-----------~-----------....l.-------------········-···----.................. L·--·····-········'····························-... -········ 23+00 24+00 25+00 26+00 27+00 28+00 29+00 C 0 C 0 55 + N NN .~ ~ f-en w w WI z en ...J w IW o en ~ ~ 21 (J) I'- ci LD + 0 N <( f-(/) 898-884 OJ 0 N (9 "' z -z F (J) F V) + (/) x N x w N w z <( z 0 f-6 --, (/) --, CONSTRUCTION NOTES: r .. \~ w 897-883 (D SAWCUT AND REMOVE CURB AND GUTTER AND RECONSTRUCT TYPE "A" CURB (6" CF) AND GUTTER PER CNB STD-182-L, INCLUDING REQUIRED SAWCUTllNG AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF FULL DEPTH AC SLOT PATCH (PATCH BACK), W=1' MIN. 0 CONSTRUCT 1-1/2" AC FINAL PAVING CAP G ... 0 ;;:; "' I') z . m I= 0 + V) + "' x ..-N WN < z . -< f-0 f-(/) --, (/) 0 SAWCUT AND REMOVE EXISTING DRIVEWAY APPROACH, CURB AND/OR GUTTER AND SIDEWALK INCLUDING REQUIRED SAWCUTllNG AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF DRIVEWAY APPROACH PER CNB STD-161-L INCLUDING FULL DEPTH AC SLOT PATCH (PATCH BACK), W=1' MIN. CD REMOVE AND REPLACE 'MTH NEW SURVEY MONUMENT FRAME AND COVER TO GRADE PER CNB STD-116-L THE SURVEY MARKER SHALL BE PROTECTED IN PLACE. @ADJUST MANHOLE FRAME AND COVER TO GRADE PER CNB STD-111-L @ CONSTRUCT 1-1 /2" FULL l'llDTH GRIND @REMOVE AND RECONSTRUCT CURB DRAIN PER CNB STD-184-L @ REMOVE AND RECONSTRUCT SIDEWALK PER CNB STD-180-L @ TO BE RAISED TO GRADE BY OTHER 882-868 G G ~ .··:. ., ~--: • I Q 0 0 LD 0 z "' z f-t-,:: (/) + X ... X I w N w I z ~ z ' 16TH STREET 0 0 --, (/) --, 8 ,. u ,: I ~ 0 z f-+: (/) d~ (/) --, OJ 0 (9 ,,-; z "' f-+ (/) "' x NW ·z <( -f-0 (/) --, ... N0 .,; z N f-+ (f) <O X NW ·z <( -f-0 (/) --, 866 LEGEND 1-1/2" OVERLAY COURSE TYPE III-C3-AR-4000 PROPOSED DIG-OUT 19 -OJ 0 -st z I'->-+ <fl <O X NW ·z <( -f-0 V) --, 881-867 l'-1'-0 ·z I'---f-+ V) I'-X NW ·z <( -f-0 V) --, 864 SEE SHEET 15 ::ct-(.) w Ow (.) a:: co t- <( en co 8 1, ~ I L ::, I I ~~ ... . 1(» . ' "' (9 ci z LD F +(/) OJ x NW ·z <( -f-0 (/) --, 847 -(I) 0 " 0 E Cl Ol "' en "' 'tJ >. 0 ,:: " > 0 0 -C " :2 (I) " 0:: V) I 0 ... 0 <D I 0:: < 0 ,:: j/ 0 -(I) (I) L -V) 0 -C (I) 'tJ 'in " 0:: (/) I 0 ... 0 <D I !7-- f:l' w w I'= {f) en C ·.:: " " C en 1' (2' WHERE NOTED ON PLAN) AC SLOT PATCH 0.5' MIN. DEPTH TYPE III-B2-PG 64-10 W/1-1/2" OVERLAY COURSE TYPE III-C3-AR-4000 C w C-5523 o r--"'T'------,----------------------..,...-----.------------.-------------.----------------------------------1 □ REVIEWED: j RESIDENTIAL STREET OVERLAY PROGRAM 16TH STREET 'tJ 1' 0 .c (/) PATRICK ARCINIEGA, R E 70740 STA. 22+50 TO STA.] ,: SENIOR CIVIL EN INEER 8: t-,-,==,c--"'T':-::-=,----t------------------------..... ----------1/ DESIGNED: AC DRAWN: AC CITY OF NEWPORT BEACH R-6040-S ~ 1----------1(/J -----------------------------------------------------------------------•N•O·_._-•DA•T•E-•DE•S•CR•IP•T•IO•N•O•F•R•EVl•S•IO•N•S---------...i•A•PP•R•O•VE•D..._ _______ ... c_HE•C•KE•D•: ~PA,1,1,o,D.ATE..iil:04..,_2S.;.,.l4;w,. ____ P•U•B-Ll•C•W-Q•R•K•S-D•E•P•A•R•T•M•E•N-T---..1.•SH•E•ET...,;1~3;;_o_F,:2~5;;...,I: ----- -i-- ···--···---------+----------------------+--- ........ ··-·· ---+-- ·~-1---- i i ····-· ....... . ..... .,., i ----------- -1-· ------·-·-----·--1 "·····~-···-····-·--·-"·'" 0 0 + 0) 29+00 N (Y') . .--j::: f-en w w WI z en ...J w IW 0 en ~ ~ 8 1 • 8 7'-4" 7'-6"'-+--+---j CONSTRUCTION NOTES: 1 833 30+00 8 N <D <.:) ·z ~F +Ul ox ,.,, w ·z io C/) -, 0 N II 1 ' --~ ~ ~ 0 SAWCUT AND REMOVE CURB AND GUTTER AND RECONSTRUCT TYPE "A" CURB (6" Cf) AND GUTTER PER CNB STD-182-L, INCLUDING REQUIRED SAWCUTllNG ANO REMOVAL OF EXISTING STREET SECTION ANO REPLACEMENT OF FULL DEPTH AC SLOT PATCH (PATCH BACK), W=l' MIN. 0 CONSTRUCT 1-1/2" AC FINAL PAVING CAP 0 CONFLICTING TREE ROOTS TO BE ROOT PRUNED PER SPECIFICATIONS AND AS DESIGNATED BY THE ENGINEER (j) INSTALL ROOT BARRIER PER DETAIL "A" ON SHEET 2 ,c © SAWCUT AND REMOVE EXISTING DRIVEWAY APPROACH, CURB AND/OR GUTTER AND SIDEWALK INCLUDING REQUIRED SAWCUTTNG AND REMOVAL OF EXISTING STREET SECTION ANO REPLACEMENT OF DRIVEWAY APPROACH PER CNB STD-161-L INCLUDING FULL DEPTH AC SLOT PATCH (PATCH BACK), W=1' MIN. @REMOVE EXISTING PCC IMPROVEMENTS ANO CONSTRUCT CURB ACCESS RAMP PER DETAIL "C" ON SHEET 2 @ADJUST MANHOLE FRAME ANO COVER TO GRADE PER CNB STD-111-L @REMOVE AND REPLACE '111TH NEW VALVE BOX AND COVER TO GRADE PER CNB STD-511-L @coNSTRUCT 1-1/2" FULL 'MOTH GRIND 5' 0 00 ·z LO i= + C/) ox ,.,, w ·z <( -f-0 C/) ..., 31+00 •' • J .. • : '. •• ,, ••• --· ··.-' -----• .-\~-~-!:.-:·~_=t,J,--,~~<~~~-4~~-~ 21 1 <D LO 0 "' z r--f-Cl ,c + VJ g x w <i. z f-0 VJ ..., 825 LO CO 0 ·z "q"_ N f-+ C/) -x ,.,, w ·z <( -f-0 (/) ..., @REMOVE ANO RECONSTRUCT CURB DRAIN PER CNB STD-184-L @ REMOVE AND RECONSTRUCT SIDEWALK PER CNB STD-180-L r, 823-819 @ REMOVE AND REPLACE TRAFFIC SIGNAL DETECTOR LOOP ( SEE SPECIAL PROVISIONS) @ PROTECT IN PLACE ~ u -<O 0 .f z ,-.. F + VJ -X ,.,, w -i. z f-0 C/) ..., ® REMOVE EXISTING AND RELOCATE NEW PULL BOX TO NEW LOCATION AS DIRECTED BY CITY INSPECTOR :( ® REMOVE AND REPLACE WITIH NEW WATER METER BOX AND COVER PER MESA CONSOUDA TED WATER DISTRICT STANDARD ORAW1NG NO. 1 LO ,-.. .f Ol + -,.,, <i. f-- C/) ' ... ··········--+---------------i----- ···············---- '------------'------------~c_ __________ __Jc_ ............ ________ _ SCALE: HORIZ: 1"=20' VERT: 32+00 33+00 34+00 C 0 C 0 0 z f- VJ x w z 0 ..., ,.,, ,_ t :'~, ,-.. 0 '° z -F ;;:, ~~-~/ + (/) \ \\' N X ,.,, w ,"= z '· 0 \\ . (/) ..., \ . _:,: .. ~ G, ,.,, u 0<.:) ,.:z "q" F + C/) 7 Nx ,.,, w ·z <( -t;; 0 ..., LEGEND . / . -:/ -' /"; 1-1/2" OVERLAY COURSE TYPE III-C3-AR-4000 PROPOSED DIG-OUT ,c 19 ,.. CN 0 <b z ' f- VJ * x w .I: z f--0 (/) ..., 0 ,-.. <D 0 -0 a> z co z 0 f--f-+ C/) + U) "' x ,.,, X ,.,, w ,.,, w <i. z <i. z f-5 ..... 0 (/) ..., U) ..., ,:J 21 --+--'w \;./ --- i-----t---,,_,u"===····£c ;"•C"·.;,;·· '""'"' -0 <D 1 -{I) 0 0 0 E 0 Ol "' .. - "' ~ 'O >, 0 t: " > 0 0 "' iii 'O "' " 0::: VJ I 0 ... 0 <O I < 0 t: ~ 0 -" " L -VJ 0 :;:a C " 'O 'iii " 0::: VJ I 0 ... 0 <D I ~ fl' w w g: ~ "' C ·.:: " '" C "' Wff/41 1' (2' WHERE NOTED ON PLAN) AC SLOT PATCH 0.5' MIN. DEPTH TYPE 111-82-PG 64-10 W/1-1/2" OVERLAY COURSE TYPE III-C3-AR-4000 ~ C-5523 o ,--,------,--------------------,----,----------...,.,==-------,--------------------------=:.._:...:-=...:_-110 REVIEWED: (3 RESIDENTIAL STREET OVERLAY PROGRAM ~ <I) L 16TH STREET i! ~ PATRICK ARCINIEGA, RE 70740 STA. 29+00 TO STA. 24+12.10 ~ SENIOR CIVIL EN NEER 8: r::::==:---..:=:::-:---+-----------------------r---------1/ DESIGNED: AC DRAWN: AC CITY OF NEWPORT BEACH R-6040-S ~ 1--------11"' ._ _____________________________________________________________________ .1.,.;,N;,;;,0·;.,1._,;;;DA,;,;TE,;_..1,,;;;DE;S;,;;;CR,;;;IP_;T.;IO;.;,N.,;O;;,.F_;;R,;,EV;,;,;IS;;,;IO;;,;N,;,S _________ __,i.;,AP;;,;P;.;,R;,;;O.;,;VE;D._ __ ....,;;;;;;;,, ___ ,,L,.c.HE•C•KE•D•: ~PA~D-ATE..,l/;:04~~~---_;P_;U;,B;,L;;;;l;,;;C;_W:.:,;;O;,,;R,:K,:S;;;_:;D;:;E;;,P_;,A;R;,;T~M:E:;,N~T---..L~SH;:E~ET~1~4~o:_F~2;,:5uf • ... .. . . ... . -·---------------. .. .. .. .. .• j-,. ···-··---+-- L_········· •••••• ···~·. - IXXXI ............... +· ------------+--------------~ .......... .rxxxL ' , .... ,.. ' STA. 10+00 1--w w 0::: I-C/) ct INTERSECTION I 1--c.o ..- 10+00 • • • ·: -;:: • i • ' ·'. '.•, r.1,· .. o.;_ .. -. ·:: \"'· .,_:.: <D <.:J ~ ~ ... ;-,.•:•~ l(J z ,· -1·• i· '; "' i= ' .;_ -\-'°'. • + (/) ... X ·~ ... -: 1: ~ 0 -w <{ z >-B (/) -, --G--- CONSTRUCTION NOTES: [ ·•· .................. --···· ---(-----~ . -----"" -------- '. -t 11+00 1601 <O l(J <D <D 0, <.:J 0, <.:J 0 <.:J -st <.:J 0, z o:i z z ci z I'->-0, F :;,: F <D i= + (/) + (/) + (/) + (/) x x x x 0 0 ---w -w -w -w <{ z <{ z <{ z <{ z >-B >-0 >-B >-B (/) --, (/) -, (/) -, 21 (/) --, 19 SCALE: 1 "=20' MONROVIA 1600 i --j ················--········· . ·-----······1···················-------····················+······· ----------"---1- 1 .. ····-----+-------·-----f------------+----- 12+00 -I'-I'-<.:J co r...: z 0 F + (/) <'i N + "' X "' -w -<{ z >-B 15 (/) --, <{ >-(/) 2'-4" > AVENUE I'--<.:J co (!) co z I'-z <D >-"' F I() (/) + (/) + X "' x N w -w -z <{ z <{ ~ >-i5 >-(/) --, (/) r- _:~;;--,_·,; ·_. :.;•:-:\--:.~,~~/._. . -• 1606 0 z >-(/) x w ' :z! 0 -, 3 32 21 17'-6" 13+00 CITY OF NEWPORT BEACH . .. , .. . . -+-CITY BOUNDARY LINE STA. 13+30 LIMIT OF OVERLAY CITY OF COSTA MESA SCALE: HORIZ: 1 "=20' VERT: 1"=4' C 0 C 0 -Ill 0 0 CJ E CJ Si' CJ ~ C " -0 Ill " 0:: (/J I 0 ... 0 <D I < 0 -C ~ 0 -" ~ -(/) 0 -;:; C " -0 Ill " 0:: (/) I 0 -st 0 <D I 0 SAWCUT AND REMOVE CURB AND GUTTER AND RECONSTRUCT TYPE "A" CURB (6" CF) AND GUTTER PER CNB SID-182-L, INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF FULL DEPTH AC SLOT PATCH (PATCH BACK), W=1' MIN. @ TEMPORARILY REMOVE AND RELOCATE EXISTING MAIL BOX AND RESET AFTER NEW PCC SIDEWALK HAS CURED LEGEND ,;; >-w w 0 CONSTRUCT 1-1/2" AC FINAL PAVING CAP © SAWCUT AND REMOVE EXISTING DRIVEWAY APPROACH, CURB AND/OR GUTTER AND SIDEWALK INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF DRIVEWAY APPROACH PER CNS SID-161-L INCLUDING FULL DEPTH AC SLOT PATCH (PATCH BACK), W=1' MIN. @ADJUST MANHOLE FRAME AND COVER TO GRADE PER CNB SID-111-L @REMOVE AND REPLACE WITH NEW VALVE BOX AND COVER TO GRADE PER CNB SID-511-L @ REMOVE AND RECONSTRUCT CURB DRAIN PER CNB SID-184-L ® REMOVE AND RECONSTRUCT SIDEWALK PER CNB SID-180-L @ PROTECT IN PLACE ® REMOVE AND REPLACE WITH NEW WATER METER BOX AND COVER PER MESA CONSOLIDATED WATER DISTRICT STANDARD DRAWING NO. 1 I I 1-1/2" OVERLAY COURSE TYPE III-C3-AR-4000 t>'. < ~'<l PROPOSED DIG-OUT ~/,%3 1' (2' WHERE NOTED ON PLAN) AC SLOT PATCH 0.5' MIN. DEPTH TYPE I11-82-PG 64-10 W/1-1/2" OVERLAY COURSE TYPE III-C3-AR-4000 ~ ';!, o> .s ~ "' "' .£ o> C C-5523 ~ ,----,-----.----------------------,-----,----------T".:'===--------.-------------------------------l';il REVIEWED: ~ ARCINIEGA No. 70740 Exp, 06/30/lS CIV\\. RESIDENTIAL STREET OVERLAY PROGRAM MONROVIA AVENUE -0 " ~ CJ .c ';!, PATRICK ARCINIEGA, RE 70740 STA. 10+18 TO STA.13+30 ~ SENIOR CIVIL EN NEER ~ l-::-:=-::':::c=_;_;_-r::::-:-::-:-:-=-+-----------------------,---------1/ DESIGNED: AC DRAWN: AC CITY OF NEWPORT BEACH R-6040-S ~ 1---------1"' CHECKED: PA PUBLIC WORKS DEPARTMENT SHEET 15 OF 25 ? ._ _________________________________________________________________________ .... ________________ .., __ .... _______ '"---..lii.w..-~""" ... __________________ ..1., __ .;.;:;~.;;,;;;;,,,,,.i.:.: NO. DATE DESCRIPTION OF REVISIONS APPROVED 1-w w 0:: I-en I I- to "<""" 11+00 ,,,_ -. "' _J "' ~ -,g w 0 + (fJ --<Id ~ -S2_ (fJ () 7' 21 8 ::,. :3 I CITY OF NEWPORT B ACH CITY OF COSTA M A ), 1 12+00 _l_ W ···-······· •d ·········-1, L ••.•.•••• -· \,/ l_;S:_c_C 1111:_--c;.7 ·=~---1,1---.,,~=:.'d._;::::=---Id -··'--·------Id · ---'-- D .□ SCALE: 1 "=20' 8 BABCOCK STREET CONSTRUCTION NOTES: 0 SAWCUT AND REMOVE CURB AND GUffiR AND RECONSTRUCT 1YPE "A" CURB (6" CF) AND GUTTER PER CNB SID-182-L, INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING STREET SEC110N AND REPLACEMENT OF FULL DEPTH AC SLOT PATCH (PATCH BACK), W=l' MIN. 0 REMOVE AC PAVEMENT AND BASE AND PLACE FULL DEPTH AC (DIG-OUT) PER DETAIL "B" ON SHEET 2 ® SAWCUT AND REMOVE EXISTING DRIVEWAY APPROACH, CURB AND/OR GUTTER AND SIDEWALK INCLUDING REQUIRED SAWCUT11NG AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF DRIVEWAY APPROACH PER CNB SID-161-L INCLUDING FULL DEPTH AC SLOT PATCH (PATCH BACK), W=1' MIN. @ REMOVE AND RECONSTRUCT CURB DRAIN PER CNB SID-184-L ® REMOVE AND RECONSTRUCT SIDEWALK PER CNB SID-180-L .. . \ .~··.·' co I 0 <D 0 "' 13+00 WEST NEWPORT GYM ' LEGEND 1-1/2" OVERLAY COURSE 1YPE lll-C3-AR-4000 PROPOSED DIG-OUT 1' (2' WHERE NOTED ON PLAN) AC SLOT PATCH 0.5' MIN. DEPTH TYPE III-B2-PG 64-10 W/1-1/2" OVERLAY COURSE TYPE III-C3-AR-4000 C: 0 C 0 -"' 0 " 0 E 0 0 "' st -:::::._ 0 ~ st 0 "' 3c -0 >, 0 1:: ~ 0 □ :;:; C: " "O "' " 0:: (/) I ~ 0 <D I < □ 1:: ~ 0 0 -C Q) "O "' Q) 0:: (/) I ~ 0 <D I ~ ~ w w g: '.!J-c,, C ·c: " " C "' C w C-5523 ;:;-.---....------.--------------------...------,,----------.------------,.-------------------------------10 <( REVIEWED: RESIDENTIAL STREET OVERLAY PROGRAM i " ~ BABCOCK STREET _g ~ PATRICK ARCINIEGA, R E 70740 ,,.. SENIOR CIVIL EN NEER [l: ------,,-------i---------------------~-------~/ DESIGNED: AC DRAWN: AC CITY OF NEWPORT BEACH f--R_-_6_0_4_0_-_S---li CHECKED: PUBLIC WORKS DEPARTMENT SHEET 16 OF 25 ? ..._ __________________________________________________________________ ..__ ... ____________________ .._ __________ ,_ __ ........ _/il.,.iliii/,j,W,l,, _____________________ .;,,,;; __ __,G.' NO . DATE DESCRIPTION OF REVISIONS APPROVED UJ :::::, z UJ ~ UJ z ~ 4 "' 0 ON 0 0 (150') (150') "' N STRIPING NOTES: 11 UJ > 0:: 0 >-1--Cl) 0:: UJ > -z :::::, ~s~) @INSTALL STRIPING 4" DOUBLE YELLOW 'MTH RPM DETAIL 22 CALTRANS STD A20A. (]) INSTALL STRIPING 4" SKIP YELLOW DETAIL 1 CALTRANS STD A20A. 0 INSTALL STRIPING 8" SOLID WHITE DETAIL 38A CALTRANS STD A20D. ® INSTALL STRIPING 8" SKIP WHITE DETAIL 378 CAL TRANS STD A20C. © INSTALL STRIPING 6" SOLID WHITE DETAIL 39 CALTRANS STD A20D. (}) INSTALL STRIPING 6" SKIP WHITE DETAIL 39A CAL TRANS STD A20D. © INSTALL STRIPING 4" SOLID WHITE DETAIL 278 CALTRANS STD A20B. @INSTALL CROSSWALK 12" SOLID WHITE (12' 'MOE) CALTRANS STD A24F. @ INSTALL PAVEMENT ARROW TYPE IV(L) PER CALTRANS STD A24A. @INSTALL PAVEMENT "STOP" LEGEND WHITE CALTRANS STD A240. @INSTALL PAVEMENT "BIKE", "LANE", "ARROW" LEGEND WHITE CALTRANS STD A24D, A24A. @INSTALL SHARED LANE MARKING (SHARROW) MUTCD FIG. 9C-9. @ INSTALL R81 "BIKE LANE" SIGN ON 7' UNISTRUT POST. @INSTALL R4-11 "BIKE MAY USE FULL LANE" SIGN ON STREETLIGHT. @ REMOVE R28 "NO PARKING ANYTME" SIGN. @ REMOVE EXISTING RED CURB. @ REPAINT RED CURB. GENERAL STRIPING/SIGNING NOTES: 1. ALL STRIPING DETAILS, MARKINGS, MARKERS, ETC. SHALL BE PER STATE OF CALIFORNIA DEPT OF TRANSPORTATION STANDARD PLANS, MAY 2010 EDITION. 2. ALL FINAL STRIPING SHALL BE "SPRAYABLE REFLECTORIZED THERMOPLASTIC" APPLIED AT MINIMUM THICKNESS OF 0.45 MM. CROSSWALKS AND LIMIT LINES SHALL BE APPLIED AT A MINIMUM 11,ICKNESS OF 0.90 MM. ALL CROSSWALKS AND LIMIT LINES SHALL BE 12" WHITE UNLESS NOTED OTHER'MSE. 3. REMOVE ALL CONFLICTING STRIPING. 4. ALL STRIPING LENGTHS ON THIS PLAN ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR. (150') 5. SIGN SHALL BE STANDARD SIZE PER THE CALIFORNIA MUTCD (LATEST EDITION) UNLESS OTHERWISE SHOWN. RETROFLEC11VE SHEERING SHALL BE, TYPE 4 OR GREATER. SIGN SHALL BE MADE OF ALUMINUM (.08 INCH THICKNESS) 6. NEW SIGN POSTS SHALL BE 14 GAUGE 2 INCH SQUARE (OD) UNISTRUT INSTALLED INTO A 12 GAUGE 2 ? INCH UNISTRUT (OD) BASE. UNISTRUT BASE SHALL BE INSTALLED AT A DEPTH OF 18 INCHES IN CONCRETE AND 30 INCHES IN DIRT. CONTRACTOR SHALL USE A LOCATION PRIOR TO INSTALLING SIGN. 7. SIGN MOUNTING HARDWARE AND BRACKETS SHALL BE STAINLESS STEEL. ANTI-SEIZE LUBRICANT SHALL BE APPLIED TO MOUNTING HARDWARE PRIOR TO INSTALLATION. 11 15 ----------------- CX) 2 BONITA CREEK PARK .;, ---~ ------------------------------------ --~~Ji~~~---------- .;, --- - - LA VIDA -~- 11 2 2 (50') UNIVERSITY DRIVE .;, 3 (370') 10 0 "' 0 :::::, ....I <( Cl) ---- C 0 C 0 ~ en 0 u 0 "' ;< -c:, st ~ ~ N ,.., 0 U) w U) z <( _, Q. ('.) z Q. fl" U) I U) I !;i' 0 <D I n:: < 0 ~ ~ 0 ~ Q) Q) _::, U) g -C Q) -c:, "' Q) n:: U) I 0 v 0 "' I n:: / ~ w w n:: 1-U) / "' C ·c: (I) (I) £ "' C C-5523 ~ ,----,-----r-------------------..----"""T""--------....----------.-----------------------------10 <( RESIDENTIAL STREET OVERLAY PROGRAM ~ REVIEWED: ., ~ LA VIDA, AND UNIVERSITY DRIVE ~ / PATRI E 70740 ~ SENIOR CIVIL EER §: l-,-,,~~.;__;.;.;.,;~-'::-,-'---+--------------------,---------1./ DESIGNED: AC DRAWN: ES CITY OF NEWPORT BEACH ..,__R_-_6_0_4_0_-_S___.i ._ _____________________________________________________________________ _,,._N_o_ . .i.....;.DA_TE.;;.....1,.;.DE;.;S .. cR_1P_TI_o_N_o_F_R .. EV1_s_1o_N_s ___________ 1,.A.;.P .. PR .. o .. VE .. o"'--------·C-HE-C-KE_D_: ,..PA~D-AT_E,:;::O.i2 ;.2i..1,14:1,1. ____ P_u_s_L_1c_w __ o .. R_K_s,;_□ .. E;.P_A.;,,R.;,T .. M ... E.;N .. T ___ ...1.;;;SH;,;;E;;.;ET...:1.:7..;,oF~2~5~f w :::::> z w > <( ® <( > 0 ~ z 0 ~ 0 ~====...da=====--------- - - - - -------- - - -------- (100') I I I I I ~~13.----+-+--n~OlS I I .r--,c-J--11~V3H~ ~ I ~-1 l3J I 20' I I -8 ,.....,-+--+---'Is 0) 20' 9 I ... 16TH STREET W (SEE SHEET 19) STRIPING NOTES: 01NSTALL S"IRIPING 4' DOUBLE YELLOW WITHOUT RPM DETAIL 21 CAL"IRANS sm A20A. Ci) INSTALL S"IRIPING 4" SKIP YELLOW DETAIL 1 CAL"IRANS sm A20A. ® INSTALL LIMIT LINE 12' SOLID WI-IITE CALTRANS sm A24E. @INSTALL PAVEMENT "AHEAD" LEGEND WHITE CAL"IRANS STD A24D. @ INSTALL PAVEMENT "STOP" LEGEND WHITE CAL TRANS sm A24D. GENERAL STRIPING/SIGNING NOTES: 1. ALL STRIPING DETAILS, MARKINGS, MARKERS, ETC. SHALL BE PER STATE OF CALIFORNIA DEPT OF 1RANSPORTATION STANDARD PLANS, MAY 2010 EDITION. 2. ALL FlNAL STRIPING SHALL BE "SPRAYABLE REFLECTORIZED THERMOPLASTIC" APPLIED AT MINIMUM THICKNESS OF 0.45 MM. CROSSWALKS ANO LIMIT LINES SHALL BE APPLIED AT A MINIMUM THICKNESS OF 0.90 MM. ALL CROSSWALKS AND LIMIT LINES SHALL BE 12" WI-IITE UNLIESS NOTED OTHERWISE. 3. REMOVE ALL CONFLICTING S"IRIPING. 4. ALL STRIPING LENGTHS ON THIS PLAN ARE APPROXIMATE ANO SHALL BE VERIFIED BY CON"IRACTOR. -------------------------- 0 "' PRODUCTION 20' 20' --'<£ 16TH STREET (SEE SHEET 19) PLACE w I- LU LU 0::: I- C/) 5. SIGN SHALL BE STANDARD SIZE PER THE CALIFORNIA MUTCO (LATEST EDITION) UNLESS OTHERWISE SHOWN. RE"IROFLECTIVE SHEERING SHALL BE, TYPE 4 OR GREATER. SIGN SHALL BE MADE OF ALUMINUM (.08 INCH THICKNESS) CD ----------V, _, (!l) 0 '"Cl ' @ "\ 15TH STREET (0 20' 20' w :::::> z N w ~ ! ! <( -~ ~ &l I-z w (_) ::i a.. C 0 C 0 -"' 0 u 0 ... '-0 "' '--... 0 0, ~ "O .., --N "' 0 (/] w (/] z <{ ....J a. (.'.) z a. O'. ,- (/JI (/] I 0 ... 0 <D I :;: 0 .::: Q} > 0 0 . -C Q} "O iii " a:: (/] I 0 ... 0 <D I 3,- ~ w w ~ .'1- 0, C ~ " " C "' C 6. NEW SIGN POSTS SHALL BE 14 GAUGE 2 INCH SQUARE (OD) UNIS"IRUT INSTALLED INTO A 12 GAUGE 2 ? INCH UNISTRUT (OD) BASE. UNIS"IRUT BASE SHALL BE INSTALLED AT A DEPTH OF 18 INCHES IN CONCRETE AND 30 INCHES IN DIRT. CON"IRACTOR SHALL USE A LOCATION PRIOR TO INSTALLING SIGN. C-5523 ~ r---r-----,-------------------,----,-----------r===--------,-------------------------------1~ REVIEWED: 7. SIGN MOUNTING HARDWARE AND BRACKETS SHALL BE STAINLESS STEEL. ANTI-SEIZE LUBRICANT SHALL BE APPLIED TO MOUNTING HARDWARE PRIOR TO INSTALLATION. NO. DATE DESCRIPTION OF REVISIONS APPROVED ~i~HSStg_,. ' .,,, ~ PATRICK L. <;,_ ::; ARCINIEGA ~ :-; No, 70740 ~ ...., ..... "' Exp, 06/30/15 ""' * * '0;; CN\\. ~ tor cA1.\'i~ RESIDENTIAL STREET OVERLAY PROGRAM ~ \);:1, -~~~ BABCOCK STREET, MONROVIA AVENUE, j PATRICK'ARCINIEGA,(RtE 70740 AND PLACENTIA AVENUE i SENIOR CIVIL ENGINEER a. 1--------.-----1---------------------~-------a./ DESIGNED: AC DRAWN: ES CITY OF NEWPORT BEACH R-6040-S ~ 1----------"' CHECKED: PA DATIE:02108114 PUBLIC WORKS DEPARTMENT SHEET 18 OF 25 3, ---------------------------------------------------------------------------------------------------------------------"""'--il,M,~ .... -----------------------------0.: STRIPING NOTES: Ci) INSTALL STRIPING 4" DOUBLE YELLOW 'MTHOUT RPM DETAIL 21 CALTRANS STD A20A. CI) INSTALL STRIPING 4" SKIP YELLOW DETAIL 1 CALTRANS STD A20A. 8 INSTALL STRIPING 8" SOLID WHITE DETAIL 38A CAL TRANS STD A20D. ~ INSTALL LIMIT LINE 12" SOLID WHITE CALTRANS STD A24E. @ INSTALL CROSSWALK 12" SOLID WHITE (12' 'MOE) CALTRANS STD A24F. @INSTALL PAVEMENT ARROW TYPE IV(L) PER CALTRANS STD A24A. @INSTALL PAVEMENT "STOP" LEGEND WHITE CALTRANS STD A24D. GENERAL STRIPING/SIGNING NOTES: 1. ALL STRIPING DETAILS, MARKINGS, MARKERS, ETC. SHALL BE PER STATE OF CALIFORNIA DEPT OF TRANSPORTATION STANDARD PLANS, MAY 2010 EDl110N. 2. ALL FINAL STRIPING SHALL BE "SPRA YABLE REFLECTORIZED THERMOPLASTlc" APPLIED AT 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 OTHER'MSE. 3. REMOVE ALL CONFLICTING STRIPING. 4. ALL STRIPING LENGTHS ON THIS PLAN ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR. 5. SIGN SHALL BE 3TANDARD SIZE PER THE CALIFORNIA MUTCD (LATEST EDITION) UNLESS OTHER'MSE SHOWN. RETROFLECTIVE SHEERING SHALL BE, TYPE 4 OR GREATER. SIGN SHALL BE MADE OF ALUMINUM (.08 INCH THICKNESS) 6. NEW SIGN POSTS SHALL BE 14 GAUGE 2 INCH SQUARE (OD) UNISTRUT INSTALLED INTO A 12 GAUGE 2 ? INCH UNISTRUT (OD) BASE. UNISTRUT BASE SHALL BE INSTALLED AT A DEPTH OF 18 INCHES IN CONCRETE AND 30 INCHES IN DIRT. CONTRACTOR SHALL USE A LOCATION PRIOR TO INSTALLING SIGN. 7. SIGN MOUNTING HARDWARE AND BRACKETS SHALL BE STAINLESS STEEL ANTI-SEIZE LUBRICANT SHALL BE APPLIED TO MOUNTING HARDWARE PRIOR TO INSTALLATION. l r 16TH BABCOCK STREET (SEE SHEET 18) dOlS j \ I STREET 16TH STREET w ' w ' I (100') MONROVIA AVENUE 9 STOP/ 1 I 0 )1000, © I I r ./ 0 f; 0 <S ,_ ~ @\ w :::> z w ~ <( -I-@z w () <( ....I Cl. ,:: 0 ,:: 0 -,,, 0 u 0 a> "' "O st --N ,,, 0 (/) w {/) z <{ __J n. <.:> z 0:: O'.'. 1- (/)1 (/) I 0 .., 0 ,,, I < 0 t: ~ 0 -" " L -(/) a -C " "O ,,, " O'.'. (/) I 0 .., 0 ,,, I :5-~ t:l ~ :,;!, a> !: L " " C "' C C-5523 t ,----.,-----,--------------------,----,---------"-T~=:::-------.-----------------------------1~ REVIEWED: o ,ii1un8,,. RESIDENTIAL STREET OVERLAY PROGRAM <;; ~ ~ \",,,/7 ~ J ::~~~~EKG~ i Vf h• ·-,p..J 16TH STREET W ~ --·• :~ ~ ::;: No, 70740 ::::; PATRICK ARCINIEGA, R.£ 70740 > "" Exp, 06/30/15 ""' SENIOR CIVIL EN INEER ff' * * 1------,------1----------------------.-------/ ~"' C)V\\_ ""~ DESIGNED: AC DRAWN: ES CITY OF NEWPORT BEACH R-6040-S ~ " OF C~I.\'"~ -------"' ------------------------------------------------------------------------N_o_. __ o.AT·E--D-Es.c.R1.PTl_o_N_o_F_R_EVl_s_10N_s _________ .... _A_PP_R_OVE_D _________ c_H_EC_K_ED_,_P __ A_0_A_TE_,0_2_121a.1-1 .. 4._ ____ P_u_s_u_c_w_o_R_K_s_o_E_P_A_R_T_M_E_N_T _____ s_H_EE_T_1_9_oF_2_5_.C I 811 DECOMPOSED GRANITE PAVING, (lYP.) ffi RETAINING WALL LOCATION, REFER TO ENGINEER'S PLANS ' . ...:. 4' 4' 5'-0" 5'-o" DECOMPOSED GRANITE PAVING, (lYP.) @ ' .. <tj !£~!~f;NVIRONAENTAl~SIGN C CORPORATE OFFICE: JOSEPHA. VARONNAS.LA. Cl'.#1737 21'901! SMl'TH DRIVE, VALEJ>CIA, CALIFORNIA 91Yi::l (PH)M1-702-1011 (FXH!61--102-!X293 ■ ORA~E COUNTY OFFICE 1360 REYNOLDS AVENJE #112, IRV1NE, CALIFORNIA 814 (PH)949-250-1(i15 (FX)~801 MONROVIA , ... ··•' .,, ,. 4' 4' 5'-0" s·-o· AVENUE NO. DATE 5'-0" 5' -0" CONCRETE WALKS, REFER TO ENGINEER'S PLANS. DESCRIPTION OF REVISIONS APPROVED 1 5th STREET DECOMPOSED GRANITE PAVING, (TYP.) ffi NORTH 20' 10' 0 20' 40' 60' ---- REMOVE MOUNDED SOIL AND LEVEL AREA TO 2% FROM TOP OF CURB TO "FOP OF RETAINING WALL SEE CIVIL ENGINEER'S PLANS FOR WALL DET Al LS. RETAINING WALL LOCATION, REFER TO ENGINEER'S PLANS 20' 10' GRADING LEGEND: ~ DENOTES FLOW DIRECTION AND GRADIENT GRADING NOTES: 0 SCALE: 1"=20' .. ~1 N· NORTH 20' 40' 60' SCALE: 1"=20' 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FINISH GRADES BEING SMOOTH WITHOUT HAVING LOW SPOTS OR GRADING IRREGULARITIES. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR POSITNE DRAINAGE ON ALL SURFACE FLOW AREAS. MINIMUM SLOPES SHALL BE ONE PERCENT ON FINISH PAVING, AND TWO PERCENT ON FINISH GRADE, UNLESS OTHERWISE INDICATED. REFER TO CML ENGINEER'S PLANS FOR HAIROSCAPE PLANS. 3. WHERE PAVING AND FINISH GRADE MEET, THE FlNISH GRADE SHALL BE DEPRESSED TWO INCHES. 4. CONTRACTOR SHALL BE RESPONSIBLE TO MEET ALL EXISTING GRADES AT PROJECT BOUNDARIES. REVIEWED: C-5523 RESIDENTIAL STREET OVERLAY PROGRAM LANDSCAPE AND IRRIGATION MICHAEL J. SINACORI, RCE 46214 ASSISTANT CITY ENGINEER DESIGNED: DRAWN: AC AC CHECKED, DA TEc PA 04 25 14 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6040-S SHEET 2Q OF 25 3/4" 3/4' PULL VALVE WIRES #12, 1 AND 14 WITH WHITE COMMON WIRE TO TH PULL BOX AND PROVIDE 36" LONG PIGTAILS DR FUTURE CONNECTIONS. THESE CONTRO WIRES SHALL BE OF A DIFFERING COLOR FR THE OTHERS ON SITE. 3/4' 4• 1 /2" 1' /4" 1 2· POINT OF CONN CTION -CONTROL ER: LOCATE PEDESTAL C NTROLLER IN PLANT! G AREA AS DIRECTED THE CITY. 1 20 VAC TO CONTROL: ER LOCATION SHALL BE PROVIDED BY ONTRACTOR. HOOK-P OF CONTROLLER O 120 VAC SHALL TH N E PERFORMED BY TH CONTRACTOR. STA ON RUN ORDER SHAL TCH PLANS. 3 4 1 2 J 4' I z• I z• 1 2 FS 2' ----------------~ 22.9 19.0 l/2" 1/2' ,. !/2" 3 4" /4' 1/2" ,;,· . -------------~~----,· C, ,---,. ,· "" 02)13.5 . . 6.5 A10 ,· . 1· 10.6 OINT OF CONNEC ION -WATER: ONNECT MAINLINE DIR CTLY DOWNSTREAM OF THE EXISTING 2" TER METER. INSTAL NEW 2" IRRIGATIO SUB-METER PER C 0 NEWPORT BEACH S1 NDARD DETAILS. P WATER DEMAND: S EM HIGH/LOW FLOW EQUIREMENTS: AV1'J BLE STATIC PRESSU E AT METER: REQ IRED MINIMUM SYSTE PRESSURE AT M 1 2 J 4 I 2' 32.7 GPM 32.7/ 6.5 GPM 60.0 PSI R: 52.B PSI 1 2 3 4• 1 2 J 4" 3 4• 3 •• 1-1/2" 1· z" ,· -----~---------------- 23.9 1 5th STREET 1/2" 3/4" ,· 1/2" I 2' 3/4" 3/4" 1/2" • 1-1/4" • 1 4 PU VALVE WIRES #15, 16 AND 17 WITH WHI E COMMON WIRE TO THIS PULL BOX AND PRO IDE 36" LONG PIGT LS FOR FUTURE CON ECTIONS. THESE CO ROL WIRES SHALL BE O A DIFFERING COLO FROM THE OTHE ON SITE.~ 1 2 3 4 1 1' 3 4 3 4' I 2" 2· 2" Q ---------~~· 32.7 NORTH 20' 10' 0 20' 40' 60' ---SCALE: 1"=20' 2· I 13.0 <J MONROVIA AVENUE IRRIGATION NOTES: 1. ALL WORK SHALL CONFORM TO APPLICABLE CODES. 2. T.C.L.A .. INC. HAS PREPARED THESE PLANS FROM BASE INFORMATION PROVIDED BY CITY OF NEWPORT BEACH, PUBLIC WORKS DEPARTMENT. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THESE PLANS FOR ALL PERTINENT INFORMATION RELATING TO SITE CONSTRUCTION. 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 PIAN. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL ABOVE-GRADE IRRIGATION EQUIPMENT WITH TIHE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION, OR CONTRACTOR MAY BE REQUIRED TO MOVE THIS EQUIPMENT AT THE CONTRACTOR'S OWN COST. 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 TO THE OWNER'S SATISFACTION. 5. THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL CONTROL WIRING, CONTROL WIRE SLEEVES, LATERAL AND MAINLINE PIPING, 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 AND 1-1/2" MINIMUM DIAMETER. 6. 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 ACQUIRE FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY TO BRING THE SYSTEM TO A PROPER WORKING CONDITION. 7. THE HYDRAULIC CALCULATIONS FOR THIS IRRIGATION SYSTEM HAVE BEEN ESTABLISHED 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 SHALL BE REQUIRED TO REMOVE AND REPLACE ALL SUBSTITUTED EQUIPMENT WITH SPECIFIED EQUIPMENT IF SO ORDERED BY THE OWNER. 8. 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. 9. CONTRACTOR SHALL PROVIDE AND INSTALL IN-LINE SWING CHECK VALVES AND ADJUSTABLE IN-RISER CHECK VALVES IF CONDITIONS EXIST WHICH REQUIRE CHECK VALVES TO AVOID BACK DRAINAGE TO LOWER HEADS AND EMITTERS AT NO ADDITIONAL COST TO THE OWNER. 811 10. REFER TO SPECIFICATIONS FOR<fUBMITTALS, INSPECTIONS AND OTHER APPLICABLE INFORMATION. 11. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL CONVENTIONAL SPRAY 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 CONTIROL AT EACH VALVE TO OBT1'JN THE OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM. 12. WHERE SPRAY HEADS ARE INDICATED ON THE IRRIGATION PLANS, IT IS THE INTENT OF THE DESIGN TO INDICATE TIHE INSTALLATION OF POP-UP HEADS. 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 CITY ENGINEER PRIOR TO CONSTRUCTION. 13. ALL CONVENTIONAL IRRIGATION HEADS SHALL BE SET PERPENDICULAR TO THE FINISH GRADE OF TIHE AREA TO BE IRRIGATED. LOCATE POP-UP HEADS A MINIMUM OF 18" FROM BACK OF CURB IN ALL AREAS. 14. FLUSH ALL LATERAL LINES WITH VALVE ASSEMBLIES INSTALLED, PRIOR TO NOZZLE INSTALLATION. INSTALL NOZZLES AFTER FLUSHING. 15. FOR TECHNICAL ASSISTANCE WITH CENTRAL CONTROL SYSTEM EQUIPMENT OR OPERATION, CONTACT MR. SCOTT KYLE AT R1'JNMASTER, (949) 212-8013. 16. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PULLING ALL CONTROL AND COMMON WIRE THROUGH CONDUIT FROM CONTROLLER LOCATION TO VALVES. IRRIGATION SYMBOL LEGEND: PROPOSED IRRIGATION SYSTEMS: ,.........-------DENOTES VALVE (NUMBER) SEQUENCE /Al 1 .\ ~3 DENOTES MAXIMUM GPM FLOW THROUGH VALVE ~'-------DENOTES VALVE SIZE ' IRRIGATION LEGEND: SYMBOL PRODUCT MODEL I\ TORO 57DZ-12P 8 TORO 570Z-12P ... TORO 570Z-12P 0 TORO 57DZ-12P 0 TORO 57DZ-12P • TORO 570Z-12P D TORO 570Z-12P b TORO 57DZ-12P 0 TORO 570Z-12P " RAINBIRD RWS SERIES " RAINBIRD 1401 !f~!~~;~f«>~ENr~CESI~ ---□ CORPORA.TE OFFICE JOSEPH A. VARO~NA.S.LA CAltl't.37 271:iO!'i SMl'THDRIVE_ VALEI-CIA, CALIFORNIA 91355 (PH) 661-702-1011 (FX/ 661~3 ■ ORANGE CO~ OFACE 1360 REYNOLDS A.VEN.IE #112, IRVl/'tE, CALIFORNIA 92&14 (PH) 949-250-1615 (FX) 949-250-1001 DESCRIPTION PROPOSED 12" POP-UP SPRAY HEAD TREE BUBBLERS IN RWS-M-B-C-1402 STANDARD SHRUB BUBBLER NOZZLE RADIUS 12H-PRECISION 12' 12T -PRECISION 12' 12Q-PRECISION 12' BH-PRECISION 8' BT-PRECISION R' SQ-PRECISION B' 5H-PRECISION 5' ST -PRECISION 5' SQ-PRECISION 5' 1402 1401 NO. DATE GPM PSI PATTERII DETAIL .74 30 HALF 4 / SHT. 25 .49 30 THIRD .37 30 QUARTER .33 30 HALF .22 30 THIRD .17 30 QUARTER .13 30 HALF .09 30 THIRD .06 30 QUARTER .50 30 FLOOD 3 / SHT. 25 .25 30 FLOOD 6 / SHT. 25 DESCRIPTION OF REl/1S!ONS NORTH 20' 10' 0 20' 40' 60' SCALE: 1"=20' SYMBOL PRODUCT MODEL DESCRIPTION DETAIL RAINMASTER EVOLUTION DX2 NEW 2" IRRIGATION SUB-METER. INSTALL PER CITY OF NEWPORT BEACH STD. DETAILS RAINMASTER EVOLUTION PEDESTAL CONTROLLER. SET UP READY FOR CENTRAL CONTROL SYSTEM, BUT DO NOT CONNECT TO CENTRAL CONTROL AT THIS TIME. SA6-RM4-18/RDM/FSA150P. FLOW SENSOR CABLE TO BE EV-CAB-SEN. 2 / SHT. 24 III FEBCO 0 GRISWOLD IFS I RAINMASTER (t RAINBIRD ~ MATCO • GRISWOLD lillil RAINBIRD l!!I RAINBIRD @) CARSON ---- 3/4" APPROVED 825Y 2000 SERIES EVFM 150 44 LRC 754 SERIES DW SERIES RWS-M-B-C-1402 1401 910-12B CONTACT MR. SCOTT KYLE AT RAINMASTER, (949) 212-8013. 1-1/4" R.P. BACKFLOW PREVENTER 1-1/2" MASTER VALVE 1-1/2" FLOW SENSOR 1" 2-PIECE QUICK COUPLING VALVE BRASS BALL VALVE -LINE SIZE ELECTRIC REMOTE CONTROL VALVE IN BOX -SIZE PER PLAN DENOTES LOCATION OF DOUBLE BUBBLERS FOR TIREE IRRIGATION -1 GPM/TREE .25 GPM STANDARD FLOOD BUBBLER (1) PER SHRUB PER PIAN 10" ROUND PLASTIC CONTROL AND COMMON WIRE PULL BOX. COIL MINIMUM 36" OF WIRE WITHIN BOX. BURIED CLASS 315 PRESSURE MAINLINE PIPING, SIZE PER PIAN. BURIED NON-PRESSURE LATERAL LINE PIPING, PVC SCHEDULE 40 SIZE PER PLAN. PIPE SLEEVE, PVC SCH. 40, FOR IRRIGATION PIPING INSTALLED UNDER PAVING, SIZE NOTED ON PIAN. IF NO SIZE NOTED, USE TWICE THE DIAMETER OF THE INTERIOR PIPE. IRRIGATION CONTRACTOR SHALL INSTALL SLEEVING, INCLUDING WALL PENETRATIONS WHERE NECESSARY. EXISTING CONTROL WIRE SLEEVE, PVC SCH. 40, 3 / SHT. 24 6 / SHT. 24 1 / SHT. 24 1 / SHT. 25 8 / SHT. 24 2 / SHT. 25 3/SHT.25 6 / SHT. 25 5 / SHT. 25 4 / SHT. 24 4 / SHT. 24 5/SHT.24 5 / SHT. 24 C-5523 REVIEWED: RESIDENTIAL STREET OVERLAY PROGRAM LANDSCAPE AND IRRIGATION MICHAEL J. SINACORI, RCE 46214 ASSISTANT CITY ENGINEER DESIGNED: DRAWN: AC AC CHECKED: DATE: PA 04 25 14 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6040-S SHEET 21 OF 25 DIG RT 811 ' ~ !£~i!~Ec;__,R0'1,!ENrAlC,,SIGN ~ □ CORPOAATEOFFlCE JOSEPHA VAROMNASLA C-.Nh1'51 27905 SMYTHO~VE; 1/ALEN'.:IA, CAUFDRNIA 91355 (PH) 001-70N011 (FX) 001~ ■ D~NGE COUNTY OFFICE: 1~0 REYNOLDS AVEl'UE #112, IRVl"-1:, CALIFORNIA 928'14 (PH} 949"2:i0.1<115 (FX) .-9,250-1001 NO. DATE DESCRIPTION OF REV1SIONS APPROVED MAWA: MAXIMUM APPLIED WATER ALLOWANCE: MAWA = (ETo x 0.7 x LA x 0.62) + (ETO x 1.0 x SLA x 0.62) = Gallons per year for LA + SLA. where: MA.WA = Maximum Applied Water Allowance (gallons per year) ETO = Reference Evapotronspirotion (inches per year) ETAF = Evapolronspirotion Adjustment Factor LA = Landscaped Area (square feet) SLA = Special Landscaped Area (square feet) 0.7 = ETAF for Landscaped Area 1.0 = ETAF for Special Landscaped Area 0.62 = Conversion factor (to gallons per square foot) MAWA Calculation: ETo ETAF LA orSLA Conversion MAWA (square ft.) (Gallons per Year) MAWA for LA 39.0 X 0.7 X 4,580 MAWA for SLA /DGl 39.0 X 0 X 1,283 EAWU: ESTIMATED APPLIED WATER USE EAWU = ET o x It x LA x 0.62 / IE = Gallons per year where: X 0.62 = 77,521 X 0.62 = 0 Total MAWA= 77,521 LANDSCAPE COEFFICIENT: Kc = ~ x J< x.,t< EAWU = Estimated Applied Water Use (gallons per year) ETO = Reference Evopotronspirotion (inches per year) KL = Landscape Coefficient K • = species factor -0.1 (dry) -0.9 (wet) K d = density foctor -0.5 (sparse) -1.3 (dense) K me= microclimate factor -0.5 (cool) -1.4 (hot) LA = Landscaped Area (square feet) 0.62 = Conversion factor (to gallons per square foot) IE = Irrigation Efficiency EAWU Calculation: Hydrozone ETo KL LA orSLA (square ft.) SPRAY 39.0 X .45 X 4,368 BUBBLER 39.0 X .45 X 212 Conversion IE X 0.62 I .65 = X 0.62 I .80 = Total EAWU= REVIEWED: PRESSURE LOSS CHART VALVE: A1 GPM: 32.7 STATIC PSI AT POC: 60.0 2" WATER METER (2 METERS) 1-1/4" BACKFLOW PREVENTER 1-1/2" MASTER VAI...VE 1-1/2" FLOW SENSOR, (FIXED) 190 LF OF 2" MAINLINE FITTINGS (20% MAINLINE LOSS) 2" REMOTE CONTROL VALVE LATERAL LINE LOSSES, (FIXED) ELEVATION ( +) UPHILL, (-) DOWNHILL SPRINKLER OPERATING PRESSURE: (D TOTAL SYSTEM LOSSES: SUMMARY: @ AVAILABLE STATIC PRESSURE AT POC: @ AVAILABLE DYNAMIC PRESSURE AT POC: @X (9 REQ'D SYSTEM MINIMUM DYNAMIC PRESSURE: @ RESIDUAL DYNAMIC PRESSURE: @ -@ .75 CD 1.8 PSI 9.0 PSI 1.3 PSI 1.0 PSI 1.7 PSI .4 PSI 2.6 PSI 5.0 PSI 0.0 PSI 30.0 PSI 52.8 PSI 60 PSI 45.0 PSI 56.7 PSI -11.7 PSI EAWU (Gallons per Year) 73,120 2,755 75,875 C-5523 RESIDENTIAL STREET OVERLAY PROGRAM LANDSCAPE AND IRRIGATION = -No. 70740 ~ ...-~ "" Exp. 06/30/15 "" .. .. "'11, CJV\\. ~ 'or ci~ \\" MICHAEL J. SINACDRI, RCE 46214 ASSISTANT CITY ENGINEER DESIGNED: DRAWN: AC AC CHECKED: DATE: PA 04/25/14 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6040-S SHEET 22oF 25 811 AR 23 1G SG 18 5G LZ 17 5G LNG 6 5G SG 19 5G MC 21 5G LNG 37 5G LNG 6 5G HP 18 5G HH 30 5G LZ 3B 5G SG 11 5G SG 8 5G 6 5G LNG 6 5G AR 34 1G LNG 8 5G HP 22 5G MONROVIA AVENUE ~ N NORTH 20' 10' 0 20' 40' 60' SCALE: 1";:;;20' ~s :!£~!~f;wRO~ENrAL~SIGN a □ CORPORA.TE OFFICE: JOSE?HA VARO/IINA.S.LA CMl737 21905 SMYTH DRIVE. YAlENCIA. CALIFORNIA 9135!! (F'H) Mt-702-1(111 (FX)~-1ti2-0293 ■ ORANGE COUNTY OFFICE: 13fi(J REYNOLDS A\/ENUE #11.2, IRVlr-E, CAUFOF.NIA 92614 (?Hj 9-49--250--1€15 {FXIS49-25011ll01 PLANTING NOTES: 1. 2. 3. 4. ALL WORK SHALL CONFORM TO APPLICABLE LOCAL CODES. ALL PLANT LOCATIONS ARE DIAGRAMMATIC. ACTUAL LOCATIONS SHALL BE VERIFIED WITH THE ENGINEER PRIOR TO PLANTING. 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 ENGINEER SHALL BE IMMEDIATELY REMOVED FROM THE SITE AND SHALL BE REPLACED WITH AN ACCEPTABLE 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 ENGINEER SHALL BE THE SOLE JUDGE AS TO THE ACCEPTABILITY OF PLANT MATERIAL. THE CONTRACTOR SHALL TAKE EXTREME CAAE NOT TO DAMAGE ANY EXISTING PLANT MATERIAL. ANY PLANT MATERIAL DAMAGED BY TIHE CONTRACTOR SHALL BE REPLACED WITH ONE OF THE SAME TYPE AND SIZE AT THE CONTRACTOR'S OWN EXPENSE, AS ACCEPTABLE TO THE ENGINEER. 5. THE CONTRACTOR SHALL BE AWARE OF EXISTING AND PROPOSED UTILITIES, AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE UTILITIES AND OR AN'f INJURY TO ANY PERSON. 6. THE CONTRACTOR SHALL MAINTAIN THE PROJECT IN A HEALTHY AND WEED-FREE CONDmON FOR A SIXTY (60) DAY PLANT ESTABLISHMENT PERIOD AND A THIRTY (30) DAY MANTENANCE PHASE. SEE SPECIFICATIONS. 7. PLANT QUANTmES SHOWN ON LEGENDS ARE FOR GENERAL INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIS OWN TAKEOFFS AND QUANTITIES. 8. CONTRACTOR SHALL LAYOUT ALL PLANTS IN THEIR ORIGINAL CONTAINERS ON SITE FOR APPROVAL OF THE ENGINEER. PLANT PITS MAY ONLY BE DUG AFTER APPROVAL OF PLANT LOCATIONS BY THE ENGINEER. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. 9. ALL SHRUBS OF ANY SPECIES SHALL ALL BE PURCHASED FROM ONE NURSERY TO AVOID DIFFERING VARIETY MIXES. 10. ALL SHRUBS AND/OR SUCCULENT PLANTS SHALL BE PLANTED NO CLOSER THAN 1 B" TO THE BACK OF CURB OR TREE ROOT BALL UNLESS OTHERWISE SHOWN ON PLAN WITHIN NARROW NOS1NGS. NO. DATE DESCRIPTION OF REVJSIONS APPROVED STREET HH 24 5G AR 60 1G LNG 9 5G NORTH 20' 10' 0 20' 40' 60' - ----SCALE: 1";:;;20' TREE LEGEND: WUCOLS Region 3 -South Coastal SYMBOL BOTANIC NAME COMMON NAME SIZE QTY WUCOLS REMARKS METROSIDEROS EXCELSA NEW ZEALAND CHRISTMAS 24" BOX 21 M 9-10' HIGH X 4-5' WIDE TREE STD. PROVIDE PICTURES ARBUTUS 'MARINA' STRAWBERRY TREE 24" BOX 21 M 9-1 O' HIGH X 3-4' WIDE STD. PROVIDE PICTURES SHRUB AND GROUNDCOVER LEGEND: WUCOLS Region 3 -South Coastal ABBRV. BOTANICAL NAME COMMON NAME SIZE QTY WUCOLS AR ALOE RUDIKOPPE 'LITTLE GEM' LITTLE GEM ALOE 1 GALLON 250 L *HH HEMEROCAWS HYBRID 'SUN TWIST' SUN TWIST DAY LILY 5 GALLON 130 M HP HESPERALOE PARVIFLORA RED YUCCA 5 GALLON 133 VL LNG LANTANA 'NEW GOLD' NEW GOLD LANTANA 5 GALLON 87 L LZ LEUCOPHYLLUM lYGOPHYLLUM 'CIMARRON' TEXAS RANGER 5 GALLON 170 L MC MUHLENBERGIA CAPILLARIS 'REGAL MIST' REGAL MIST MUHLY 5 GALLON 119 M SG SALVIA GREGGII AUTUMN SAGE 5 GALLON 183 L NOTE: INSTALL PLANTS PER PLANTING DETAILS, DETAIL 1 & 2, SHEET 15. * PLANT MATERIAL TO BE PURCHASED FROM WATERWISE BOTANICALS. PLANTING LEGEND: DENOTES PLANT MATERIAL, SEE LEGEND DENOTES QUANTITY IN GROUPING, AND SIZE. (IE: 24"=24" BOX, 5G=5 GALLON, AND 1G=1 RE\'1E'll£D: MICHAEL J. SINACORI, RCE 46214 ASSISTANT CITY ENGINEER DESIGNED: DRAWN: AC AC CHECKED: DATE: PA 04 25 14 GALLON) C-5523 RESIDENTIAL STREET OVERLAY PROGRAM LANDSCAPE AND IRRIGATION CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6040-S SHEET 23 OF 25 T ■HT .. • ••n•- ■,11':a• ■PIT2• ■PITZ• ■PITZ• ■HTt• ■HT1· -_..... -T flP~L C0111CT111• •11n ':Amr II/IOI( ll!XMIPU!!!: FCft 3' FLOW &ENSOR,OIM&N610N W IIN'IIMIJM3CI' D lliEIISDN '9' .. NtMUM W REFER TO 11-lE TABLE PROVIDED WITH THE FLOW SENSOR FOR CORRECT 'I(" ANO 'OFFBEl" FOR YOUR APPLICATION. CWG F8108 7 MN-Till 111181'flONIYSTIM8 • 11ff.10i IUIW'lllR-•WI.I'(--- FLOW SENSOR DETAIL ~------CARSON INDUSTRIES PURPLE 10" ROUND VALVE BOX #910-10-48 WITH LOCKABLE LID. 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 1YPICAL, 4 REQUIRED NOTE: HEAT BRAND "BV" ON COVER IN 2" TALL LETTERS, TYPICAL 8 BALL VALVE DETAIL 811 ' 5 6 PAVING MATERIAL BASE MATERIAL COMPACTED SUBGRADE WATER MAINLINE AND/OR WIRE BUNDLE WITHIN THE SLEEVE. SEE PLAN FOR PIPE SLEEVE SIZE AND LOCATION. I!;;::::-----PVC SLEEVE, BORED UNDER /J HARDSCAPE SURFACE. REFER TO PLAN FOR PIPE SIZE AND LOCATION. IRRIGATION SLEEVING DETAIL SCALE: NTS MASTER VALVE !£~!~~;~RO~ENrAL CESI~ NOTE: PROVIDE 36" LONG EXPANSION CURLS RECTAGULAR VALVE BOX #1419-12-48 WITH LOCKABLE UD. 2" ABOVE FINSH GRADE. PROVIDE EXTENSIONS AS REQ'D. : :~::"~-CARSON INDUSTRIES, PURPLE 12" WATERPROOF WIRE CONNECTORS TO IRRIGATION SYSTEM VALVES REMOTE CONTROL IAASTER VALVE WITH PURPLE HANDLE. PRESSURE MAINLINE -----VALVE WIRES TO CONTROLLER, INSTALL MASTER VALVE WIRES PER MANUFACTURER'S RECOMMENDATIONS. PROVIDE 36" EXPANSION LOOP. RED BRICK TYPICAL, 4 REQUIRED NOTE: HEAT BRAND "MV' ON COVER IN 2" TALL LETTERS, 1YPICAL SCALE: NTS :ilfllljl!II,, □ CORPORATE OFflCE: JOSEPHA.1/ARONINAS.LA. CA#!7'9 21S05 SMYTH DRIVE, VALEN:".:IA, CALJFORNIA 91355 {PH) es,-102-1 D11 (FX) 861-700-0293 ■ ORANGE COl.NTY OFFICE: 1300 REYNOlDS AVE r-uE #112, IRI/INE, CALIFORNIA !!2&14 (PH)949-2!l0-161!l (Fl()94~Ell1 3 4 NO. 6RAS5 l'!YE STRAINER WW MESH 5CREEN BACKFLOJ!i PREVENiER UNIT l'UTH rr---_-_-_-_-_-_-_-_-_-_--=-~-.--_-_-_-.,.-,,:::_,..: _:... ____ ,,,_ "-.,.. _:::.. _-_-_....:2_:--=-,-.:::,BRASS BALL VAL VE5 ElRA55 qo DEoREE a.LS TYPICAL 6RA55 UNION ,fl==;,== 611 l:/l MIN. 6RA55 NIPPLE5 TYPIC.AL MIN. STAINLESS STEa ENC..LOSURE, SEE PLAN LE6END z ::;;: . t 4' U>NC,RETE PAD SLOPE TO DRAIN FINISH6RADE 2' BELOW PAD 55 C,OIJpLINf. CADAPlcR PIPE TO INKl.ERS '---TO POINT OF CONNEC:TION ADAf>T AS NEGE9&ARY, ALL 11:JRK SHALL GONFORH TO ALL APPLICABLE GODES -....-12'Xl2'Xl2' TI-FVST BUX-K5 i;:.__---,"I'"• _,..,J;:i' I ~I RP BACKFLOW PREVENTER SCALE: NTS ---------FINISH GRADE --RECYCLED WATER IDENTIFIER TAPE OVER MAINLINE(PURPLE) ONLY. 6" MIN. CURB OR PA~NG EDGE z k~----4-,-----,--,,+-1,-..,...:;;_;.,.,....,-n--~ DATE z ::a' , N ~ I l'..,,,1='1-'-----1 f-¾'l+E~~H-Es---CLEAN BACKFILL SOIL =I ' COMPACTED TO MATCH I 11 I= NATIVE SURROUNDING SOIL I= ~~4~-4;;:;l-+l~-----NON-PRESSURE LATERAL LINE (PURPLE) ~11 i' I I' . -Jll--11 :1 I I 111 -14--,,C.---,-'--!l::::::j.-!+=4++::;_--PRESSURE MAINLINE (PURPLE) l111:: :1 I I~-~'"'""-~'~_:__~·~ ~~~~l-- :I I i=i I I Ill 111 Ill VALVE CONTROL WIRE , , ,m, , .ill, , ,ill ... 111, .. ill, . ,L,, TRENCHING DETAIL DESCRIPTION OF REVISIONS '---2• DEEP CLEAN, APPROVED BACKFILL MATERIAL APPROVED SCALE: NTS 1 2 REVIEWED: -----------OTHER EDGE OF D.G. TO HAVE I.IATCHING HEADER, OR D.G. WILL BE ADJACENT TO CONCRETE OR OTHER FINISH SURFACE. SEE PLAN. ~-------3" LAYER DECOMPOSED GRANITE 45° ANGLE PAVING. SEE PLAN FOR LAYOUT. SEE NOTES BELOW FOR 1YPE AND INSTALLATION PROCEDURE. --MULCH LAYER PER PLAN FINISH GRADE %1:!i'ii'!,4±;:;;;:,!,_cONTINUDUS 2"x4" S4S REDWOOD HEADER OR 3-1 /2"x4 • LAMINATIONS ON CURVES -.... 2"x18" S4S REDWOOD STAKE @ 4' O.C., POINTED AT ONE END. DOUBLE STAKE AT ALL SPLICES. 1 . ALL DECOMPOSED GRANITE SHALL BE 1 / 4" MINUS, COLOR TD BE SELECTED BY THE ENGINEER. SUBMIT SAMPLES FOR APPROVAL 2. "STABILIZER" BINDER SHALL BE INCORPORATED THOROUGHLY WITH ALL D.G. AT A RATE OF 10 POUNDS PER TON OF D.G. OR AS RECOMMENDED IN WRITING BY MANUFACTURER FOR APPROVAL. 3. "D.G." &: "STABILIZER" SHALL BE INSTALLED IN ONE APPLICATION, DRY, PRE-IAIXED AT SUPPLIER OF D.G. & THEN WATERED, THEN ROLLED/COMPACTED TO A MIN. 95% COIAPACTIDN. 4. PROVIDE SAMPLE OF D.G. (AS IT WILL BE MIXED WITH "STABILIZER") FOR APPROVAL FROM THE ENGINEER PRIOR TO PURCHASE & INSTALLATION. 5. HEADER EDGINGS AS DETAILED ABOVE SHALL BE INSTALLED AT ALL EDGES OF D.G. PAVING EXCEPT AT CURBS, ASPHALT, CONCRETE PAVING, OTHER HARDSCAPES ETC. 6. THE CONTRACTOR SHALL PROVIDE THE ENGINEER WITH THE PURCHASE RECIEPT FROM THE DECOMPOSED GRANITE SUPPLIER, DENOTING "STABILIZED" DECOMPOSED GRANITE WAS PROVIDED AND THE RATE OF STABILIZER ADDED PER TON OF DECOIAPOSED GRANITE. 7. THE SURFACE OF THE D.G. SHALL BE SMOOTH HAVING NO HOLES, SOFT SPOTS OR SLUFFING AT THE EDGES, IT SHOULD BE A HARD SURFACE AND CONSISTENT THROUGHOUT THE POUR TO THE CfTY'S SATISFACTION. DECOMPOSED GRANITE PAVING Evolution DX2 Stainless steel destal Cabinet Installation l¥lo un1ing Pad-- 2B"x 28"x e· minimum size concrete pad w·1111·--.... benled edgn Pedestal Mounting CL 6.5" 13. 15" -~ .5" Mounting Tamplale prG¥idad for easy inataUlllian Bolt Hala•-lllainlesa ataal hard_,. !llandard Wiln enclllsure ttem De -n A,B 2' conduit· lllllion wirina C 1 "conduit. mmmunialion 0 ~ oower condul E 1 "condul. sensor Yoiring F External antenna G Gr111111dln g rue! DW3PE010B Bolt and Conduit Template IRRIGATION PEDESTAL CONTROLLER SCALE: NTS SCALE: NTS C-5523 RESIDENTIAL STREET OVERLAY PROGRAM LANDSCAPE AND IRRIGATION MICHAEL J. SINACDRI, RCE 46214 ASSISTANT CITY ENGINEER DESIGNED: DRAWN: AC AC CHECKED: DA TE: PA 04 25 14 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6040-S SHEET 24oF 25 LODGEPOLE STAKE NAIL TO STAKE PER LOOSELY LOOP AROUND TREE IN "FIGURE 8" MANNER TIREE TIRUNK MANUF'S RECOMMENDATIONS _,---APPROVED STREET TIREE, 24"-36" BOX SIZE. THIN CANOPY TO REDUCE WIND RESISTANCE, AS NEEDED. REMOVE NURSERY STAKE IF ANY. ORIENT THE TREE WITH SECTION OF TRUNK SHADED BY NURSERY STAKE TO THE NORTH. 7 'CINCH-TIE' DETAIL --2•x10' DIAMETER LODGEPOLE PINE --V.I.T. CT-32 'CINCH-TIES' 4 PER TREE. 30" MIN. DIAMETER BERM CAPABLE OF HOLDING 20 GAL OF WATER. IMMEDIATELY PRIOR TO BACKFILL REMOVE TREE FROM CONTAINER. CAREFULLY PLACE IT INTO PLANTING PIT. PRUNE KINKED ROOTS. DO NOT BREAK OR OTHERWISE DISTURB ROOTBALL. 2" LAYER MULCH (1" WITHIN BASIN). CLEAIR AWAY FROM TIRUNK. O'. ... ·. . ½A!-,+;$~~---== FINISH GRADE. '/! ::l • ••• ~~11~~µ::......----BACKFILL PER SPECIFICATIONS. Q z <l V ,_ EXCAVATE A "SOIL FLARE" ::l <{ 11' I 11 ADJACENT TO AND LOWER THAIN ~ f" 8 ·1 THE ELEVATION OF THE CONTAINER. " i I I UNDISTURBED NATIVE SOIL z• -:: I -,111 Tif If) "'=· -= µ~m~ffiij'-----===== '.i'' I MOUND NATIVE SOIL BENEATH TREE, M 1 I ASSURE THE ROOTBALL CROWN IS ,t-. I 2" ABOVE FINISHED GROUND. I -it--------12• DIAMETER AUGER HOLE 2-4X RODTBAL.l BENEATIH ALL TREES, MINIMUM 6' DEEP OR TO DEPTH AS APPROVED BY ENGINEER FOR PERCOLATION. BACKFILL WITH SITE SOIL. INSTALL OUTSIDE FOOTPRINT OF ROOT BALL 1. PLANT 50' MIN. FROM BCR ON TIHE APPROACH TO AN INTERSECTION AND 1 5' FROM THE ECR ON THE EXIST SIDE AS APPLICABLE. 2. PLANT 10' MIN. FROM EDGE OF DRIVE APPROACH. 3. PROVIDE 10' CLEARANCE FROM UTILITY AND SEWER LINES. 4. PLANT 20' MIN. FROM STREET LIGHT AND POWER POLES. 5. WHERE TIHERE IS NO SIDE WALK, PLANT TREE IN THE CENTER OF PARKWAY. 6. PLANT TREE 3' MIN. FROM CURB. TREE PLANTING DETAIL • l::i. I'.:::. PLANT 2" EARTH WATERING BASIN, ROOT BALL -TOP SHALL BE 1 " HIGHER THAN FINISH GRADE. BACKFILL -AMEND ONLY PER SOILS REPORT FOR TIREES AND SHRUBS. SEE SPECIFICATIONS. 2" MULCH LAYER PER PLAN (1" TIHICK WITHIN BASIN). FINISH GRAIDE. ~ -=1_111111 111 ~11 ,-~ NATIVE SOIL, RIPPED AIND FINISH t=i -= GRADED SMOOTH. :? _____ _____, t,4...;l-,,...,.-,=,,,J,L,-4,.CI I I=- Tif ITi ~:; I l~I I I~~ II: I 2X ROOTBALL DIAMETER, MIN. NOTES: 1. SCARIFY SIDES OF PLANT PIT PRIOR TO SETTING PLANT. SCALE: NTS 7 SHRUB PLANTING DETAIL SCALE: NTS DIG 811 5 6 FINISH GRAIDE AT 1" BELOW TOP OF BOX IN TURF AIREAS; 2" BELOW OF BOX IN SHRUB/GROUNDCOVER AREAS. CARSON INDUSTRIES PURPLE 1 o• ROUND VALVE BOX #910-10-4B WITH LOCKABLE LID. 2" ABOVE FINISH GRADE. MINIMUM 36" LONG PIGTAILS OF VALVE AND COMMON WIRE WITH NO SPLICES 1 CUBIC FOOT OF PEA GRAVEL RED BRICK, (4 REQUIRED) MAINLINE PIPING AND FlmNG NOTE: HEAT BRAND "PB" ON COVER IN 2" TALIL LETTERS, TYPICAL IRRIGATION PULLBOX DETAIL SCALE: NTS THREADED BUBBLER PER IRRl6ATION LEGEND, FLUSH Wln-t MJLC,H I' MULCH LAYER PER PLANTING N071:5 .....--1:ARTH BASIN PER PLANTING DETAILS LCH LAYER PER PLAN ' •· . .. . . . . ... • . •• . ..... e,_, =~ •• • , • INISH GRADE ·= •'-• 1,\o • • ... ,. ... \ . .. . · .. SHRUB BUBBLER DETAIL !f~!~f~~OO~ENrALCESIGN a CORPORATE OFFICE: JOSEPHA. VARONINA.S.LA CMrm 27905SMY1H DRIVE, VALENCIA, CALIFORNIA 91~ (PH} 001-702~1 0l 1 (DC) 681-702-0293 ■ OPANGE COUNTY OFFICE 1380 REYNOLDS AVENUE #112, tR\llNE, CAUFORNlA !im14 (PH) 949-2!50-11'i11 (FX)Q49..250-1801 ... . PLANT PIT SHRUB ROOTBALL 1/2" PVC 5CI-EDULe 00 RISER PVG qo DEGREE STREET ELL MARL.EX <to DEGREE STREET aL PVC LATERAL FITTIN(:, LATERAL LINE AT 12" BELOW FINISH 6RADE. LOGA TE TEE OR ELL FLUSH TO ED6E OF PLANT PIT SCALE: NTS 3 4 - 1" MULCH LAYER INN BASIN PER PLANTING NOTES EARTIH BASIN PER PLANTING DETAILS MULCH LAYER PER PLAN RAINBIRD RWS-M-B-C-1402 ROOT WATERING SYSTEM, SET FLUSH WITH MULCH COVER 1/2" SWING ASSEMBLY 1=-il LATERAL LINE AT 12" BELOW FINISH GRADE. LOCATE TEE OR ELIL FLUSH TO EDGE OF PLANT PIT AMENDED BACKFILL TREE DEEP BUBBLER DETAIL -2 PER TREE 24" MIN, ,,,.---POP-UP ROTATOR HEAD WITH PURPLE RUBBER CAP, 1" ABOVE FINISH GRADE -·-- --<1 • 11 I i' 111 lli-11' I I I I i' I I I I i' Ill~ 1111 -. ------CURB OR PAVING \mll I I 11 1Ii111 111~1~111 111 11 i I l~~IT -,-_1, 1111~ .. I ---l_l 11 _I 11, I I MARLEX 90 DEGREE STREET ELL ffi,~~UE~---------DO NOT USE SIDE INLET -:-1 1 ~/7,~----------PVC SCH-80 90 DEGREE TxT ELIL .---8' MINIMUM PVC SCHEDULE 80 NIPPLE MARLEX 90 DEGREE STREET ELL '---PVC LATERAL LINE AND FITTING POP-UP SPRINKLER HEAD SCALE: NTS SCALE: NTS NO. DATE DESCRIPTION OF RE\i1SIONS APPROVED ~--FINISH GRADE .,-----CARSON INDUSTIRIES PURPLE 10" ROUND VALVE BOX #910-10-48 WITH LOCKABLE LID. 2" ABOVE FINISH GRADE. ~--QUICK COUPLING VALVE WITH PURPLE RUBBER CAP ----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 1 QUICK COUPLING VALVE SCALE: NTS ,---LATERAL LINE TO VALVES ,,----SCH 80 PVC MALE ADAPTER ~-CARSON INDUSTRIES PURPLE 12" RECTAGULAR VALVE BOX #1419-12-48 WITH LOCKABLE LID. 2" ABOVE FINISt\ GRAIDE. PROVIDE EXTENSIONS K3 REQ D . WATERPROOF WIRE CONNECTORS 'l;::;;;J,'-,~ PROVIDE 36" LONG EXPANSION J CURLS -~ITT-UNION REMOTE CONTROL VALVE WITH PURPLE HAN LE PVC SCHEDULE 80 NIPPLES TYP . -,-11,,'I--1 -%1-t"'""' PVC TXT 90 DEGREE ELL ~b=;;;:;::1C:::I --PVC SCHEDULE 80 NIPPLE F RISER ------RED BRICK TYPICAL, 4 REQUIRED -i+----PRESSURE MAINLINE SXSXT FITTING ~~=~---COMMON AND CONTROL WIRES NOTE: HEAT BRAND CONTROLLER & VALVE NUMBER ON COVER IN 2' TALL LETTERS, TYPICAL 2 REMOTE CONTROL VALVE SCALE: NTS C-5523 REIIEWED: MICHAEL J. SINACORI, RCE 46214 ASSISTANT CITY ENGINEER DESIGNED: DRAWN: AC AC CHECKED: DA TE: PA 04 25 14 RESIDENTIAL STREET OVERLAY PROGRAM LANDSCAPE AND IRRIGATION CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6040-S SHEET 25oF 25