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HomeMy WebLinkAboutR_6014_SCITY OF COSTA MESA 'v4CTORIA S1 PROJECT LOCATION JOHN WAYNE <,' AIRPORT '8l !<- GENERAL NOTES t ALL WORK DETAILED ON llHESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFIC/\ TIONS FOR PUBUC WORKS CONS1RUCTION: 2009 EDITION AND S\JPPlEMt":NTS 10 DA TE, EXCEPT AS OTHERWISE STA TED IM TI-IE CITY"S STANDARD SPECIAL PROVISIONS, OR IN llHIS CONSTRACfS SPECIAL PROVISIONS. 2-EXISTING UNDERGROUND UTIUTIES ARE SHOWN AS PER AVAILABLE RECORDS. TI-IE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO CONSTRUCTION. 3_ SEE STRIPING PLANS FOR PAVEMENT MARKINGS, STRIPING AND CURB MARKINGS. 4. CONTRACTOR SHALL PREPARE AND PROVIDE DOCUMENTATION USTING LOCATION. LENGTH, COLOR, MARKING AND STENCILING OF EXISTING CURB MARKINGS BffORE REMOVAL OF CURB AND GUTTER. INCLUDING PAINTING ADDRESSES ON CURB FACE. 5. CONTRACTOR SHAUL REMOVE AUL RAISED PAVEMENT MARKERS PRIOR TO ANY GRIND!NG OR PAVING. 6. EXIST. SE'l,£R, WATER, ELECTRICAL, CATV AND GAS LATERALS (SERVICES) ARE TO BE PROTECTED IN PLACE AT ALL TIMES, NO INTERRUPTION OF SERVICE SHALL B£ ALLOWED. 7. EXCEPT \\'HERE NOTED ON THE PLAN, ALL CURB, GUTTERS AND DRIVEWAYS ARE TO BE PROTECTED AT ALL llMES AND BECOME llHE SOLE RESPONSIBILJTY OF THE CONTRACTOR THROUGHOUT THE DURATION OF THE CONSTRUCTION. PUBLIC WORKS DEPARTMENT 8. ALL EXPOSED CONCRETE SURF ACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS. ft P.C.C. SHALL BE CLASS 560-C-3250. 10. CONTRACTOR SHAUL ADJUST CITY UTILJTIES (e.g. WATER VALVES, SCO, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FlNISHED GRADE. AUL OiHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS. VICINITY MAP MOT TO SCALt SYMBOL LEGEND ABBREVIATIONS CURB DRAIN AC ASPHALT CONCRETE G)co SANITARY SEWER Cl.EANOUT MJ MECHANICAL JOINT @ SMH SEWER MANHOLE NTS NOT TO SCALE @soMH STORM DRAIN MANHOLE ABAND ABANDONED CD TEL TELEPHONE MANHOLE MON MONUMENT y__)' FIRE HYDRANT CA TV CABLF TV DWY DRIVEWAY I WM WATER METER BOX & SERVICE CO CLEANOUI (SE\\fR) &J 'IN WATER VAL YE EV £;-GV GAS VAL 1/t. SANTA ANA HEIGHTS PAVEMENT RESTORATION C--4707 DIRECTOR OF PUBLIC WORKS RG.E NO. 47961 LOCATION MAP 11. CONTRACTOR SHALL COORDINATE WITH SCE, GAS, TELEPHONE AND CA TV FOR ADJUSTING MANHOLES, PULL BOXES, VAULTS AND METER FRAMES AND COV£RS TO GRAD£. 12. SCE MANHOLE, VAULT AND PULL BOX FRAME AND COVER TO BE ADJUSTED TO GRADE BY OWNER* UNLESS 011-IERWISI: NOTED Ot<i DRAWINGS. 13. PROPOSED PAVEMENT AND ClJRB AND GUTTER SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS UNLESS NCTED OTHERWISE. 14. THE CONTRACTOR SHAUL BE RESPONSIBLE FOR THE REPLACEMENT OF ANY SURVEY BENCHMARK, MONUMENT, PROPERTY LINE AND /OR CORNER SURVEY MARKER llHA T IS DESTROYED AS A RESULT OF ITS OPERATIONS. 15. ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHAUL BE CALLEO TO THE IMMEDIATE ATTENTION OF THE CITY OF NEWPORT BEACH PIJBLIC WORKS DEPT. F.~ILURE TO DO SO W1LL PLACE R£SPONSIBILITY ON TH[ CONTRACTOR FOR CORRECTION. 16. CORRELATION OF DRAWINGS AND SPECIFICATIONS: ANY WORK NOT INDICATED ON THE DRA'MNGS BUT CALLED FOR IN THE SPECIFICATIONS, OR VICE-VERSA, SHAUL BE FURNISHED ANO PERFORMED AS THOUGH SPEOFICALLY SPECIFJCALLY INDICATED AND CALLED fOR IN BOTH. ANY WORK NOT INSTALLED ACCORDING TO DRA'MNGS AND SPECIFICATIONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. 'OWNER INl:lCAlES OlfflfR or FACILITY, CONTRACTOR m CIJOODINAJE \111H APPROPRIATE UllUTY COMPANY FOR lHIS WORI<. 1. TITLE SHEET 2. DETAILS 3. MESA DRIVE 4. MESA DRIVE 5. MESA DRIVE 6. MESA DRIVE 7. ORCHARD DRIVE 8. ORCHARD DRIVE 9. ORCHARD DRIVE CONSTRUCTION NOTES SHEET INDEX 1 D ORCHARD DRIVE 11 CYPRESS STREET 12. CYPRESS STREET i3. CYPRESS STREET 14 SIGN & STRIPING PLAN -MESA & ORCHARD DRIVE 15 STRIPING PLAN -CYPRESS STREET 16 IRRIGATION PLAN 17. IRRIGATION DETAILS 18. PLANTING PLAN MB SW ELECTRICAL VALVE MAIL BOX SIDEWALK 1-------------------------------------➔~------------------------------r---------------------------------11~ 0 PROTECT IN PLACE. (43) CONSTRUCT LOCAL DEPRESSION PER CNB S11l-304-L ·, ~--X /j, MONUMENT x--x -FENCE BLOCKWALL TI<EE {} CJ SHRUBBERY I I CONCRETE [XiSllNG CONSTRUCTION PROPERTY LINE NEW CONSTRUCTION ----l---CENTERLINE ------W-----WATER liNE .G ----~ GAS UNE ---£----------POWER UNE --T--TELEPHONE LINE -C.ATV-CABLEVISION LINE ;(/LT STREET LIGHT -.-SIGN 0 VENT m JV TELEVISON 61 SCE SOUTHERN CALF. EDISON ill TtL TELEPHONE RCP MCWD CNB PB TS cs JS C8 CAB REINFORCED CONCRETE PIPE MESA CONSOLIDATED WATER DISTRICT CITY OF NEWPORT BEACH PIJll.BOX TRAFFIC SIGNAL CATCH BASIN JUNCTION SffiUCTURE CATCH BASIN CABINET RECORD DRAWINGS These Record Drawings have been prepored based on the best owlloble information. While this Information is believed to be reliable-, City of Newport Beoch is not rnsponSJ"ble for !ts accuracy, nor the errors or omissions which may or may not huve been Incorporated into these plans. ,) NOT TO SCALE EMERGENCY TELEPHONE NUMBERS DAY NIGHT (800)-624--8153 (800)-611-1911 611 UNAUTHORIZED CHANGES AND USES: CALL TOLL. FREE 1-800-422-4133 BEFORE YOU DIG SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CAUFORNIA EDISON COMPANY AT&T TELEPHONE COMPANY CITY OF NEWPORT BEACH (UllLJTIES) TIME WARNER CABLE (800)-624-8153 (800)-611--1911 (800)-332-1321 (949)-644-3011 (714)-542-6222 ( 949 )-644-3717 ( 714 )-388--2000 1HE ENGINEEH PREPARING 11-IESE PLANS SHALL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN 'MllTING AND MUST BE APPROVED BY THE PREPARER OF llHESE PLANS. (I] = SHEET NUMBER BASIS OF BEARINGS: BEARINGS ARE BASED ON THE BEARING Bf.T\\tiN ORANGE COUNTY SURVEYOR'S GPS POINTS 6300 TO 628!1 BEING N21'0!l'50"W. COORDINATES ARE BASED ON 1HE CALIFORNIA COORDINATE SYSTcM (CCS83). ZONE VI, 1983 NAD (199.35 EPOCH} BENCH MARK: ELEVATIONS ARE BASED ON ORANGE COUNTY SURVEYORS BENCH MARK, "NB3-12-70". A J 3/4" ALUMINUM DISK SET IN THE NORllil!EST CORNER OF A 4' BY 4.5' CONCRETE CATCH BASIN MONUME!IT IS AT M SOUTHEAST CORNER OF THE INTERSECTION Of VIA UDO SOUD AND PIAZZA GENOA. ELEV. = 11.78 FEET (NAv!l&i, YEAR LEVELED 1992, 1995 ADJJS1M£NT) (z'> CONSTRUCT VARIABLE THICKNESS EDGE GRIND. Tl<!\NSITION DEPTli FROM o• AT 10' FROM CURB FACE TO 2" AT ~- 0 UP Of GUTTER AND TRANSl;£RSE JOINTS. (44} CONST'JCT CURB OPENING CATCH BASIN wm-1 MANHOLE PER CNS SID PLAN 305-l-A Q) COLD Mil]_ 0.17' ADJACENT TO SIDE STREETS AND TRANSVERSE JOINTS. ~ REMO\>£ EXISTING IMl'RO\IEMENTS AND CONSIBUCT Rl:SIDENllAL DRtVE\'IAY APPROACH TYPE I PER APPLICABLE (:§) ADJJST STORM DRAIN MANHOLE FRAME ANO COVER TO GRADE PER CNS SID-309-L PORTIONS Of CNB Slll-163-L @ /\IJJUST SEWER MANHOLE FRAME AND COVER TO GR/\IJE PER OJB Slll-111-,. , CONSTRUCT 6" FULL OEPlli AC PAVEMENT (4" BASE COURSE \/,1TH 2" FlNISH COURSE OVER 6" CMB.) ' f.w\ REPLACE EXISTING WATER VALVE BOX FRAME AND COVER AND A!MJST TO GRADE PER IR\'IIJ SID. W-22 . 6 CONSTRUCT HORSE TRAIL RAILJNG Aw:J/00 REPLACE EXISTING PER DETAIL "c" ON SHEET 2. ~ (2_; CONSIBIJCT HORSE TRAIL PER OElAIL "A" ON SHEET 2. ~ CONSTRUCT 24 INCH DIAMEiffi RCP STORM DRAIN. 0 CONSTRUCT HORSE 1RAIL DECORATIVE PILASTER PER DETAIL "8" ON SHEET 2. @"0 REPLACE EXISTING PULL BOX FRAME AMO COVER AND ADJJST TO GRADE PER CNB SID-111-L 0 CONSTRUCT RAIi.ROAD TIE (8" X 8" X 8' TYPICAL) RETAINER 2 TIES HlGH STAKED 00111, wm1 -ir X 2' REBAR (~i) CONSTRUCT 24" SINGLE PIPE HEADWALL PER DETAIL ON SHEET 6. ® FEAlliER ASPHALT CONCRETE Pm DETAIL ON SHEET 2 @) INSTALL 2 2-INCH CONDUTS FOR FUTURE USE. @) CONSTRUCT 0.17 AC (TYPE III-C3--PG 64-10) FiNISH COURSE OVERLAY ACROSS 11-IE ENTIRE ROADWAY SURFACE. @) =~~l~l'!W;-CO\CR ANB AQJ~ST 'F!l ~ CONSlR\JCT If AC BERM PER CNB SID-183-L ® ADJUST SURVEY MONUMENT \I/Ill FRAM£ AND COVER TO GRAD£. @ REMOVE ANO REPLACE TRAIL BOLLARDS. (_§ CA TV PULL BOX FRAME AND COVER TO SE ADJUSTED TO GRADE BY OWNER. @ RELOCAT£ MAIL BOX Pt.R PLAN. G, C\ "t'j RaOCATE CATV PIJLLBOX FRAME AND CO\lf.R TO GRADE. (_"I_V SCE F ACIUW TO BE RaOCA TI1J BY 01HERS. ?iO' SAWC\JT A~"IJ REMOVE EXISTING CROSS GUTTER, SPANDREL AND CURB INCLUDING REQUIRED SAWCUTllNG AND I;:::) REMOVAL Of EXISTING STREET SECTION AND REPLACEMENT OF flJLJ_ DEPTH AC SLOT PATCH (PATCH BACK), \11=1' SCE MANI-IOU::. VAUL f AND PULL BOX FRAME AND CO\IER TO BE ADJUSTED TO GRADE BY OWNER TELEPHONE MANHOLE, VAULT AND PULL BOX FRAMf AND COVER TO BE ADJUSTED TO GRADE BY OWNER. MIN. - f2J' SAWC\JT AND REMO\IE EXISTING DRIVEWAY APPROACH AND CURB AND/OR CUTIER AND SIDEWAIJ< INCLUDING ~ REQUIRED SA\IICUTTING AND REMOVAL Of EXISTING SlREET SECTION AND REPLACEMENT Of RJLL DEP.il-1 AC SLOT PATCH (PATCH BACK), !!!=1' MIN. ~ SAWCUT AND REMO\>£ EXISlll,IG CURil AND/OR CURB AND GUTTER IMCLUDING REQU!RED SAWC\JTTING AND REi\lOVAL 'CJ or EXISTING S1R!IT SECTION AND REPLACEMENT OF f1Jli DEP1H AC SLOT PATCH (PATCH BACK). W=1' MIN. @ REMO\/£ AND REPLACE CURB CORE DRAIN. (z51 SAWCUT AND REMOVE EXISTING SIDEWALK. '---/ (~ IJ\ISTALl-TRUNCAJID DOMES (4' X 3') AS MANUfAC11JRE!J BY WAUSAU TILE. @ CONSTRUCT DRIVEWAY APPROACH PER CIIIE STD-162-L § CONSTRUCT CURB AND GUTTER PER CNB SID-182-L /311 CONSTRUCT ROLLED CURB AND GUTTER PER DETAIL ON SHEET 2. ~ CONSIBUCT CROSS GUTTER AND/OR SPANORtl PER CNB STD-185-L (W=EXISTll!G). ~ PRUNE lREE ROOT AND INSTAl.i ROOT BARRIER PER DETAIL ON SHEET 2. ~ CONSTRUCT CONCRETE SIDEWALi( PER CNB SID-100--L ® INSTALL STRIPING PER CAL1RANS DETAIL AS INDICA1tD. , INSTALL PAVEMENT MARKINGS PER CALTRANS S1AN!JARD PLAN A24A. A24B, A24C, A24D, !IND A24£. C, INST All SIGN PER CAL TRANS SIGN AS INOICA TED. (4-0) CONSTRUCT JUNCn()l\j SlRUClURE PER CNB STD-310-L. (ii\ REMO>,£ EXIS11WG PCC IMl'RO\IEMENTS AND CONSTRUCT CURB ACCESS RAMP rrn CN8 STD-181-L -8, CASE H. (i;f CONSTRUCT CIJRB ACCESS RAMP PER CNB SID-181-L-CASEH. APPROVAL RECOMMENDED (,1. t.'! RELOCATE lILEPHONE PULLIJOX FRAME ANO COVER TO GRADE. RELOCATE SIGN PER PLAN. f<~ REMOVE AND RfPL/\CE EXISTING TRAFFIC SIGNAL DETECTOR LOOPS WITH Tl'PE E TRAFFlC SIGNAL DElECTOR V LOOPS l'!:R DETAIL IN SPECIAL PRO\>JSIONS. @ BACK fill VOID 'M1H CRUSHED AGGREGATE BASE MATERIAL Ct§J REMOVE INTERFERING PORTIONS Of [)(!STING STORM DRAIN. ® CONNECT EXISTING STORM DRAIN TO NEW INLET S1RUC11JRE. (iii ABANDON EXISTING STORM DRAIN. ~,/ '.If, 2A CONST?UC T 2" COLD MILL_ &@ REPLACE EXISTING 1" WATER !vlEER SERVIC[ _l,TERAL FROr1I MAINUNE TO METER PER IRWD s~c W-1. 1..; ~ ?EMO VE ORY BARRE:.. INDR.I\NT AND REPLA.C E WIT!-' WET 8 ARPEI_ ~PilNT rER IRWD STD 8. fil ~J REn AC= EXIS'ING 2•· W11 TER ME"fR SERVICE LA TERA!_ FROM MAINi.:Nf 'tr<1v1 [T'::R 0 [R ·R WO STD 1/1-2 &.G RE_MO\/l EXIS[·NG HEAD\1/A C-4707 _,,--,, -' (.?(~L,1,-TITLE SHEET EGA RCE 70 SANTA ANA HEIGHTS SENIOR CIVll ENGINEER ',,) • MAR ' HARMON MUNICIPAL OPERA110NS DEPT. No. 70740 !)ATE 11 \ • L.() • l'L-. PAVEMENT RESTORATION .............-.----1. ____ ,, ,- DIR/lyTfo/i 1 DAlE_L/ / r tJ jiJ1 DATE__l~ • I "t.-. ' . ----, Ex;,-06-30-13 DESIGNED DRAWN CITY OF NEWPORT BEACH 14-S CJV!\, PA PA & JV C CHECKED DATE PUBLIC WORKS DEPARTMENT llF 18 PA 16 NOV 2012 1 r- ,- f---- -. R-6014-S C-4707 2 18 PATRI C K L . ARC I N I E GA CONSTRUCTION NOTES (0 0 ~~------123 291------·<:;> ,,, ,,, 3' 18' 3' ~i-=------=------1--=--i~ I I '+ I I u ,...,.J (.)_J I-ti... 1-1,,1,;;' DRIVE WAY DETAIL "A" STA 3+69 TO STA 3+85 SCALE 1°=10' ~+''r--------123 291--------.-<0 (0 + 24' 3' '° ~ <J') DRIVE WAY DETAIL "G" STA 6+31 TO STA 6+61 SCALE 1"=10° PROVIDE SMOOTH TRANSITION TO SLOPE @ @ (0 ... "' 4' 11' 4' a:, + + "' (0 ~ 23 28 ~ <J') <J') t DRIVE WAY DETAIL "B" STA 6+66 TO STA 6+84 SCALE 1"=10' ~-- - 0 C) + r-- ~ <J') 58.95 FL -----rlS--- - - - . ;,, u u 59.35 FG (58.82 FS) ----- 57.BOii ~~ ~ ~ L:~ [;:' 59.20 60.00 FL 2% - - --~-'-CZ - - - 12% '60.'54 'FS' 00 NCO 00 0.-.----CO o:5 co co oci LO U'1 U'1 LO G 0 ... cri "' "' a:, Ov 0 mo 0 G a:i en cri "' "' "' + 3' 15' r-- ~ 23 <J') DRIVE WAY DETAIL "C" STA 7+38 TO STA 7+59 & STA 7+82 TO STA 8+03 61.23 FL --5- SCALE 1°=10' "' "' .t ~ <J') -N t9% 61.4G Fl • ·• : ~----:~ 29 TV SC _J u-' "->-LL 0 ... C) "' "'"' cri mm "' "'"' u >- 11 I TEL 0/ ;;j "' ,,, 0 TEL S~t u_, />-t2 >-"-TV SCE / ~m~ 8 lEL ciaici ci I.O LO CO {O a:, 0 + a:, 3' 10' <( >-<J') 23 29 . • • 0.09 FS ', _J U'.. ... ...J CJ LL !-"-::,LI,-1- ~ ~'-~ g ci ci \• • (0 (0(0 ~ + 3' a:, ~ ---'U, u _J(.)__J I-LL I-LL 00-..t-O -"'-a, r,rj N r,,"),..; co co co co r--C) + co 3' ~ <J') 63.2 FL O"=t-00 ---------1f'Hn- ....-j r-'1 ,..; ...;t! (C (0 I.O (0 0 "' + 20' 3' C) <( >-23 29 <J') _Ju _J ~ LL I-LL 00~0 LLVO'.I ---------00- ~~~~ ~~~~ COCOtOCO COCOCOtO 0 C) ... "' + + m 3' 20' 3' C') ~ <( >- <J') 23 29 <J') 66.63 FS (66.73 FS) 66.81 FS (66.88 FS) 65.9J FS ) l13% U 66.58~ T --~c~::1;: .. \:·~/rf·. U:---fU _J I--U..,:11--LL. . u-' u 'I-LL 1- -iiill!,,,\J,i\_ --G- t2 ~t2 t2 1'-..t-00 . --.ui r.o "' cxi "' + a, <( >-<J') "'"' "' "' .,; a:, 3' 11 ' 3' + ,__,__~---i---,m 23 29 ~ o-----<J') 66.16 FS 66.73 FS 3' + a:, DRIVE WAY DETAIL "D" SCALE 1°=10' DRIVE WAY DETAIL "E" DRIVE WAY DETAIL "F" <( STA 8+08 TO STA 8+24 >-<J') C) "' + <Xll-----{23 291---------i:;; < ~ t;; 3' 22' 3' o----~~-----j-".-j~ --.--..,....-.---,--- <J') ~~~~ OVf"'"Jrr"J NNf"1CO NNNN (0(0 co co STA 8+97 TO STA 9+20 & STA 9+40 TO STA 9+59 "' ~-------<23 29 .--------~ + 0 "' 3' 26' ~ ~L:~G: 0 0 a, -d" co rr., rr., I"") ll) ll) ll) ll) (0 (0 (0(0 . • 8.3%' '•, :&.3% • ' ·-.. . 3' ~ <J') G:~L:~ OC1 N I.O II> r-rJ-d"IJ')O cococor---: (0 (0 (0(0 WM SCALE 1°=10' STA 9+ 71 TO STA 9+88 SCALE 1°=10' (61.20 61.65 FS ( , 61.12 FS ~~~...., . . , "61.70 FS ---I . ----~--::--~·. ______ .:_ ______ ::_ __ / _ _:._.:_._ ' CD -_,_ -·-·-·-·- G _J ~ ~ _J "-"- C) a, 0 0 -,,, r--"' I 2t /pp • T ;: ,( i WM \. ••.· ·-.·•:"·.· 62.00 ~S lio% j10% /' I • 59.22 FL . ..... 60.-92 FS ·.•·,. ·• . 62.70 FS ---"' (0 "' (0 )(--------...: \ •• in • 60.33 FS • ~b---=-~\ : ., ---~ :·-,....:.· --1..,__-----'. ___ j ---'---"'-;0\~----. --------~~-----'-II /~ ~·.· .. DRIVE WAY DETAIL "H" STA 7+90 TO STA 8+66 10' MINIMUM WIDTH MOISTE~Q DEGOMPOSED GRAtfffE (DO) Wlfl I DIPJDIPJG AGEPJf "DESERT sA,m" NJD COMPACT TO 90% W/350 LB. ROLLER. SHALL BE SUPPLIED BY SOUTH WEST BOULDER AND STONE AT (800) 500-1147. TOP OF SUBGRADE SCALE 1"=10' ;,, ~--+--2' )(," X 8' TOP RAIL DRIVE WAY DETAIL "I" STA 8+69 TO STA 8+97 SCALE 1"=10' "' "' (0 3' "' 19' 3' co + + 1'i <( >- 66.71 FS 1'i 23 29 <( >-<J') <J') DRIVE WAY DETAIL "J" STA 9+90 TO STA 10+22 SCALE 1°=10' DRIVE WAY DETAIL "K" STA 21+56 TO STA 21+78 SCALE 1°=10' 5' PROPOSED SURFACE COLD PLANE SURFACE HORSE TRAIL DETAIL "A" • R TOP OF ROOT BARRIER MUST BE AT LEAST ½" ABOVE GRADE CONCRETE FOOTING PER DETAIL • 0 "' 14" NOT TO SCALE 24" CMU COLUMN BLOCK -SIZE AS REQUIRED DECOMPOSED GRANITE WITH BINDING AGENT "DESERT SAND" ~JJ.:11 = 11 ;-CONCRETE FOOTING W/ #4 VERTICAL EA. CORNER, =!1:::::i:•:::1!:;::= 11=--~ COMPACTED SUB-GRADE - - -.... I 30" HORSE TRAIL DETAIL 11 811 -DECORATIVE PILASTER NOT TO SCALE ;,, I -... • (0 I "' >I:! "' "o . I ..... :<:.' C') :<:.' R "' . . • "' "' 12" 2' )(," X 8' MIDDLE RAIL 6" X 6" POST (WITH PRE-PUNCHED HOLES) @ 8'-0" O.C. ROOT BARRIER DETAIL 2 )(," X 8' LOWER RAIL FINISH GRADE CONCRETE FENCE NOTES: 1) ALL RAIL MEMBERS ARE WOODCRETE RAIL, PRECAST-CONCRETE. AVAILABLE FROM: ARTESAN PRECAST, INC. (BOO) 511-2747 OR (310) 556-3200 OR APPROVED EQUAL. 2) MEMBERS TO BE PAINTED W/MASONRY OR CONCRETE PAINT, (COLOR TO BE SELECTED BY CITY) 3) CHANGE IN LINEAL DIRECTION REQUIRES 2 POSTS -SIDE BY SIDE. 4) END POSTS SHALL HAVE OPEN SLOTS FILLED W/MORTAR & TEXTURE FINISHED PRIOR TO PAINTING. NOT TO SCALE HORSE TRAIL DETAIL "C" -CONCRETE FENCE NOT TO SCALE RECORD DRAWINGS THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, CITY OF NEWPORT BEACH IS NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE PLANS AS A RESULT. TYPICAL FEATHER /COLD MILL DETAIL AT SIDE STREETS AND TRANVERSE JOIN ro\ CONSTRUCT VARIABLE THICKNESS EDGE GRIND. TRANSITION DEPTH FROM O" AT 10' FROM CURB FACE TO 2" AT \.::,J LIP OF GUTTER AND TRANSVERSE JOINTS. ~ SAWCUT AND REMOVE EXISTING DRIVEWAY APPROACH AND CURB AND/OR GUTTER AND SIDEWALK INCLUDING REQUIRED v SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION AND REPLAtEMENT OF FULL DEPTH AC SLOT PATCH (PATCH BACK), W=1' MIN. @ CONSTRUCT DRIVEWAY APPROACH PER CNB SID-163-L @ CONSTRUCT DRIVEWAY APPROACH PER CNB SID-162-L. ® CONSTRUCT 6" RETAINING CURB VARIABLE HEIGHT. NOT TO SCALE SCALE 1'' -20' 5.22.13 AS-BUILT REVIEVED PA1RICK ARCINIEGA RCE 70740 SENIOR CIVIL ENGINEER MESA DRIVE SANTA ANA HEIGHTS 5.22.13 PA REVISED PLAN DA1E PAVEMENT RESTORATION I-D_A_1E~_BY_~ ___ o_ES_CR_1P_TI_oN _____ ~A_P_P'D_.+D=E=s1G=N=ED __ P~Ai,,.DR=A,,..WN~P~A~&-'-'-IJv CITY OF NEWPORT BEACH REVISIONS CHECKED PA DA,9 MAR 2013 PUBLIC WORKS DEPARTMENT Of MESA DRIVE R-6014-S C-4707 3 18 PATRI C K L . ARCI N I E GA CONSTRUCTION NOTES DISPOSITION NOTES LEGEND EXISTING N'LY P/L cl 60, s'LY P/L i----------------------i----~------------------1 54.0 52.0 t-----t-------+----+---t-------+----+-----1----------_j 54.0 N'LY P/L .--------------------l11 ;----+---------------- STA 3+86 TO STA 5+14 NTS C/L 60' STA 0+37 TO STA 3+86 NTS I I I I •··· ..... ··0 ~ DIG ~u'( AND AND. REPLACE F C&G. WALK -------------- S'LY P/L DRIVEWAY I 54.0 52.0 54.0 52.0 50.0 48.0 46.0 44.0 42.0 -- - 3+00 I -- z LL "' co ' ' --z ...J u FINSIHED SURFACE -- "' ,_ co ,-,; <D 4+00 N'LY P/L RETAINING WALL •. ··. ...__________, --I 0 I I -.!,,,- ii • PROTECT IN PLACE (ITEM PER PLANT ------- REMOVE CURB AND GUTTER REMOVE FENCE/ WALL CLEAR AND GRUB PLANTING POLE TO BE REMOVED BY OTHERS REMOVE AC PAVEMENT REMOVE DRIVEWAY APPROACH CONSTRUCT 2• COLD MILL. COLD MILL 0.17' ADJACENT TO SIDE STREETS AND TRANSVERSE JOINTS. 0 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH TYPE II PER APPLICABLE PORTIONS OF CNB STD-163-L. ® CONSTRUCT 6" FULL DEPTH AC PAVEMENT (4" BASE COURSE WITH 2" FINISH COURSE OVER 6" CMB.) © CONSTRUCT PER HORSE TRAIL DETAIL "C" ON SHEET 2. (j) CONSTRUCT PER HORSE TRAIL DETAIL "A" ON SHEET 2. ® CONSTRUCT PER HORSE TRAIL DETAIL "B" ON SHEET 2. @) FEATHER ASPHALT CONCRETE PER DETAIL ON SHEET 2. ® CONSTRUCT 0.17" AC (TYPE 111-C3-PG 64-10) FINISH COURSE OVERLAY ACROSS THE ENTIRE ROADWAY SURFACE. 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=1' MIN. @ @ ® @ @ @ @ @ @ ® ® REMOVE AND REPLACE CURB CORE DRAIN. SAWCUT AND REMOVE EXISTING SIDEWALK. CONSTRUCT CURB AND GUTTER PER CNB STD-182-L, CONSTRUCT CONCRETE SIDEWALK PER CNB STD-180-L. ADJUST SEWER MANHOLE FRAME AND COVER TO GRADE PER CNB STD-111-L. REPLACE EXISTING WATER METER BOX FRAME AND COVER AND ADJUST TO GRADE PER IRWD STD. W-1. RELOCATE CA TV PULLBOX FRAME AND COVER TO GRADE. RELOCATE SIGN BACK FILL VOID WITH CRUSHED AGGREGATE BASE MATERIAL REMOVE INTERFERING PORTIONS OF EXISTING STORM DRAIN. CONNECT EXISTING STORM DRAIN TO NEW INLET STRUCTURE. ' / / / / ~< /:< ~ 1/:// I @ 0 ® 6" FULL DEPTH AC PAVEMENT 1' WIDE SLOT PATCH COLID MILL 2" DEPTH & DELTA RADIUS LENGTH TANGENT 11'6'4.7" 50.00' 9.69' 4.86' 2"16'36" 50.00' 1.99' 0.993' >-_ <:::.> 10 ·"'··. I \I\,, c;, ' ' I I I ' f-- -r ; -I_ • RECORD DRAWINGS THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, CITY OF NEWPORT BEACH IS NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE PLANS AS A RESULT. --- -- PROPOSED TOP OF CURB ' REF: R-5838-S AS-BUILT 5+00 C/L 60' TYPICAL SECTION STA 5+14 TO STA 6+00 NTS - ' PROFILE SCALE VERT. 1" = 4' HOR. 1" = 20' -54.0 52.0 54.0 52.0 50.0 48.0 46.0 44.0 42.0 6+00 21 <l 1 REVIEWED PATRICK ARCINIEGA RCE 70740 SENIOR Cll/1L ENGINEER SEE EXHIBIT "A" SPECIAL PROVISION SCALE 1" -20' MESA DRIVE SANTA ANA HEIGHTS DATE PAVEMENT RESTORATION t-D_A_TE_._B_Y___._ ____ □_Es_CR_1P_TI_oN _____ LAP_P_'o.--1-,,oE=s1=GN=ED--"-P~A1-oR_A_\\tl-"-P~A!....!&!:..:J!!.!IV CITY OF NEWPORT BEACH REl/1SIONS CHECKED DATE PA 19 OCT 2012 PUBLIC WORKS DEPARTMENT SHEET S'LY P/L OF MESA DRIVE R-6014-S C-4707 4 18 PATRI C K L . ARCI N I E GA DISPOSITION NOTES CONSTRUCTION NOTES LEGEND SECTION A-A A A A A A A I 54.0 52.0 54.0 52.0 i..----.........- n\n ~.-n' '>"' a,i._ (/) 1~Si! <0 ti) --- IJ;~ ~ ..--.....---s.S% 6+00 <O F w w.'. oo ,.~ CX) + ... <O"' "' - -r,...... .,..... ,.., ......... - , - -- " -' - PR1 POSED TOP OF CURB 7+00 , ------ EXISTING S'L' FLOW LINE -- C, ' EXISTING N'L Y Fl OW LINE\ <O - EXISTING SURFACE AT CENTER LINE, • ------ a5 ,.._ - 8+00 a, _J 0 't-·. <O ~ + C, -C, ' , ~ -, > (/) m ~ + 0 ------"· ---- _J _J N • --- 9+00 10+00 •V -· I ,,, ~ -~ ' I 10.25' I SCALE 1" -20' c:, ;;:: N ~ 0 <O <O ----· • I :,,; -0 "A ' ~, (/) .._ 0 "' -' ,.~ -<O • fn. 7/3/14 5.22.13 PA DATE BY - PROFILE SCALE VERT. 1" = 4' HOR. 1" = 20' 0 z ·-.., .._ ,, . -- -- -- -. ' <O (0 a:: w u CX) <O --+ - 1.-J -( 0 , <O ,.., -- ,_, " <O :D ~ u g,: t-" CX) ,--~ ~ "' .,, <O ;!: I~ p .._ .. "' N <O (0 -~ CX) <O -- - r-- 66.0 64.0 66.0 64.0 66.0 64.0 11+00 12+00 17.15' 14,0' 18.6' 20.0' I I I I . PROPOSED I HORSE TRAIL I I I I AS-BUILT REVISED PLAN DESCRIPTION APP'D. REVISIONS REVIEWED a:: ~ z ::, 0 Cl -, Cl oz (0 t-+ !Q SEE EXHIBIT "B" SPECIAL PREVISION _x -w PROTECT IN PLACE (ITEM PER PLAN) REMOVE TREE REMOVE FENCE / WALL / SIGN/ PILASTER CLEAR AND GRUB PLANTING POLE TO BE REMOVED BY OTHERS REMOVE DRIVEWAY APPROACH &1111111 1' DEPTH DIG OUT AND REPLACE WITH 2 SACK SLURRY 6" FULL DEPTH AC PAVEMENT COLD MILL MESA DRIVE PATRICK ARCINIEGA RCE 70740 SANTA ANA HEIGHTS SENIOR CIVIL ENGINEER DATE PAVEMENT RESTORATION DESIGNED DRAWN CITY OF NEWPORT BEACH PA PAv & JV CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET PA 14 MAR 2013 OF MESA CONSTRUCTION NOTES R-6014-S C-4707 5 18 PATRI C K L . ARCI N I E GA DRIVE LEGEND ME S A DR I V E BIRCH STREET EXTENSTION DISPOSITION NOTES 1 1 ' I I I ' I I I I I ' I ' I~ 11 ...-- ' ' ' I ' I ' I : I I I I ; I :r: a. C/1 <( I WM LT {o'\ CONSTRUCT VARIABLE THICKNESS EDGE GRIND. TRANSITION DEPTH FROM O" AT 10' FROM CURB FACE TO 2" AT LIP OF \.:.,/ GUTTER AND TRANSVERSE JOINTS. (D CONSTRUCT HORSE TRAIL RAILING AND/OR REPLACE EXISTING PER DETAIL ·c· ON SHEET 2. 0 CONSTRUCT PER HORSE TRAIL DETAIL "A" ON SHEET 2 {5' 1'11DE THIS SHEET ONLY). 0 CONSTRUCT RAILROAD TIE (8" X 8" X 8' TYPICAL) RETAINER, 2 TIES HIGH STAKED DOWN V.,TH ¾" X 2' REBAR @ CONSTRUCT 0.17' AC {TYPE III-C3-PG 64-10) FINISH COURSE OVERLAY ACROSS THE ENTIRE ROADWAY SURFACE. ® ADJUST SEWER MANHOLIE FRAME AND COVER TO GRADE PER CNB STD-111-L ® REPLACE EXISTING WATER VALVE BOX FRAME AND COVER AND ADJUST TO GRADE PER IRWD STD. W-22 @ ADJUST SURVEY MONUMENT WELL FRAME AND COVER TO GRADE. ® SCE MANHOLIE, VAULT AND PULL BOX FRAME AND COVER TO BE ADJUSTED TO GRADE BY OWNER. ® ADJUST TELEPHONE MANHOLE, VAULT AND PULL BOX FRAME AND COVER TO BE ADJUSTED TO GRADE BY OWNER. QJ PROTECT IN PLACE (ITEM PER PLAN) .._I _'--'" j COLD MILL SCALE 1" -20' ®WV DENSE LfREES LT GNV N'LY P/L N'LY P/L 10' 2' 7 I I \ ------- -- ------------- -------------- HORSE TRAIL IMPROVEMENTS C(L 7 i 60' STA 14+25 TO STA 16+50 NTS C/L 60' 1 = 20 --W--- _JRANSFORME-R-_ DENSE TREES GNV EXIST. CL FENCE HORSE TRAIL • 00 ix, RAILROAD TIE WALL DETAIL NTS -·---._,.--- S'LY P/L S'LY P/L r-------------------,@)1----,.1-------------------. : 20' . VARIES 14' -20' 10' TYPICAL SECTION STA 12+00 TO STA 14+25 NTS STA 16+50 TO STA 18+50 NTS --- I I , I I I I I I I I I II I I I I I I I I I I I I I I I I - I I I ' I I I I I I I I I II I I I I I I I I I I I I I I I ' m.!._l_ni-=·-1~11~1~1~1~1-1-1-1~1~-=-I 1-1 1-1 1-1 1-1 1-1 1-1 I 1-1 I 1-1 I 1___!.fT • I 1F--'----111 -I I • 1i' J/ J IG I I- l~ill 'Iii~ ---,-1---i,1 ' I II 1 1i~I 8' 8' RAILROAD TIE WALL PROFILE NTS BROCKMAN 30' GOLF COURSE PROPERTY I PROPERTY -E~X~T._C~-~L-~F~E~NC-E __ ~---1~2~' ~~-+_,_ ______ 1_8' _____ _, TO REMAIN PROPOSED HORSE PRIVATE ACCESS ROADWAY EXIST CONCRETE HEADER EXIST. GROUND TRAIL BY CITY EXIST CONCRETE (6"X 12") FINISH GRADE HEADER 6" X 12" EXIST. BRICK PAVED ACCESS ROAD AGGREGATE BASE BIRCH STREET EXTENSION (NTS} EXIST. GROUND '\ \', \\ PRIVATE 1:, 7.7.14 5.22.13 PA DATE BY \ DRIVEWAY ',' I ,, ,. ,, ,\\ '11 \ i"-,, \ \ ------------\\ / '\ --\\- ( ·-,I \ 1 \I -, , 1 I _\>,/ - AS-BUILT REVISED PLAN DESCRIPTION REVISIONS ' I ' ' ' ' ' I RECORD DRAWINGS THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, CITY OF NEWPORT BEACH IS NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE PLANS AS A RESULT. REVIEWED MESA DRIVE PATRICK ARCINIEGA RCE 70740 SANTA ANA HEIGHTS SENIOR CIVIL ENGINEER DATE PAVEMENT RESTORATION APP'D. DESIGNED DRAWN CITY OF NEWPORT BEACH PA PA & ,N CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET PA 20 NOV 2012 OF MESACONSTRUCTION NOTES R-6014-S C-4707 6 18 PATRI C K L . ARCI N I E GA DRIVE LEGEND DISPOSITION NOTES en CD ::, w CD ,..J N 00 nr L".1111 1-I.&.. DRIVEWAY ·~.1 _J 01,_.., 1....J ~I....J ' "' <.> " .T ,cuw UNt r;: .... ...J --u.. "' ~ = -....J "" ■-.._ -.'IJ ...--, O> 0 CD ~-.--r ..... ..1.. r;: LL r;: 00 LL ON "' CJ> .... ;3 - - u.. .1% -64.0 62.0 60.0 58.0 56.0 54.0 52.0 l--------"'-+-l'<C'-'----+~-----+-----"+H---,~-~-----+----~-ilj!aR!-f-___ Og+;<C;,,-______ -----j ____________ l--N+~---+illN;.--,_+J.!-<>.-~;!:iJ;_!o--,;:;+410~·-----;!+:J<"",,;·-----,+~"!1+0ie•c-J;;!:all;ao!-· -i;;!:ill;ic;~c!iw.,.dHc!i~o~· _ _J"'~co,u,,o!----l-----;'!!;-8~,,;-: ________ _..~=<ci'jJ~"'-----+-'~~~,._ ___ +-_N+-----+----~=~-~~==---+----------l----------1------I---------I c::i(:)-.1 ~/ N~ < :::q ,In." t:t-l"'Jin ~1tD .. .._ ..--""'..::::.. ""''° N'°~ ..... ...., .. ,1...., .. ,1_, "'1-;t;::d ~<0 o.... ('" --~ --- 64.0 62.0 -'§ g + ~ ,1-■v v-.v -r r (" "-("" l I ~O::: ""-Nu-J r,; I --- ' . " . . . -,., .-, -.,_ in en .. II J3 . ---.. ' .. II~ "' .. • • • .. .._ ..,I .'IJ r Inn w "' u.. N • .. 4 "' ,...,. LL N , a . + ' ' ,...,. IVI L.VI"\ ur V C L.. '-' I • Unrul'II r;: CONSTRUCT 62'-11" OF 24" CP r;: 6 C11 V C'I ,..,., I ,u..,_ + NN -:.:. N N #4'D @ 24" O.C. 24" NOMINAL PIPE INSIDE DIAMETER 22+00 n M'D CII 24" O.C. 10· -;;:T 7~--------~ ~ J ,_I 3·-_,0• I ® 0 CONSTRUCT VARIABLE THICKNESS EDGE GRIND. TRANSITION DEPTH FROM O" AT 10' FROM CURB FACE TO 2" AT LIP OF GUTTIER AND TRANSVERSE JOINTS. REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH TYPE II PER APPLICABLE PORTIONS OF CNB STD-163-L ® CONSTRUCT 6" FULL DEPTH AC PAVEMENT (4" BASE COURSE WITH 2" FINISH COURSE OVER 6" CMB.) 0 CONSTRUCT 0.17' AC (TYPE III-C3-PG 64-10) FINISH COURSE OVERLAY ACROSS THE ENTIRE ROADWAY SURFACE. @ CONSTRUCT 8" AC BERM PER CNB STD-183-L @ REMOVE AND REPLACE TRAIL BOLLARDS ~ SAWCUT AND REMOVE EXISTING CROSS GUTTIER, SPANDREL AND CURB INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF ~ EXISTING STREET SECTION AND REPLACEMENT OF FULL DEPTH AC SLOT PATCH (PATCH BACK), W=1' MIN. r,;:;:., SAWCUT AND REMOVE EXISTING DRIVEWAY APPROACH AND CURB AND/OR GUffiR AND SIDEWALK INCLUDING I;::;) REQUIRED SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF FULL DEPTH AC SLOT PATCH (PATCH BACK), W=1' MIN. @ ~~1~91¼1 \~E~lM~{CTI5~Sf~g ir~t~A&iD~f o¥ursLti~p~TIJi Jr8fu~1NT%l1~~fJ~ JttK~~TJ!lf ~~J REMOVAL OF ® REMOVE AND REPLACE CURB CORE DRAIN. ® INSTALL TRUNCATIED DOMES (4' X 3') AS MANUFACTURED BY WAUSAU TILE CONSTRUCT DRIVEWAY APPROACH PER CNB STID-162-L. 0 CONSTRUCT CURB AND GUTTIER PER CNB STID-182-L 4 CONSTRUCT CROSS GUffiR AND/OR SPANDREL PER CNB STID-185-L, (W=EXISTING) ® CONSTRUCT CONCRETIE SIDEWALK PER CNB STID-180-L. @ CONSTRUCT JUNCTION STRUCTURE PER CNB STID-310-L. CONSTRUCT CURB ACCESS RAMP PER CNB STID-181-L-CASE H CONSTRUCT LOCAL DEPRESSION PER CNB STID-304-L. CONSTRUCT CURB OPENING CATCH BASIN WITH MANHOLE PER CNB STID-305-L. @ 9 ADJUST SEWER MANHOLE FRAME AND COVER TO GRADE PER CNB STID-111-L. @ REPLACE EXISTING WATIER VALVE BOX FRAME AND COVER AND ADJUST TO GRADE PER IRWD STID. W-22 @ CONSTRUCT 24 INCH DIAMETER RCP STORM DRAIN. ® CONSTRUCT 24" SINGLE PIPE HEADWALL PER DETAIL ON SHEET 6. .&.s REMOVE DRY BARREL HYDRANT AND REPLACE ~TH WET BARREL HYDRANT PER IRWD STD 8. ® ADJUST SURVEY MONUMENT WELL FRAME AND COVER TO GRADE. ® SCE MANHOLE, VAULT AND PULL BOX FRAME AND COVER TO BE ADJUSTED TO GRADE BY OWNER*' ® TIELEPHONE MANHOLE, VAULT AND PULL BOX FRAME AND COVER TO BE ADJUSTED TO GRADE BY OWNER*' @ BACKFILL VOID WITH CRUSHED AGGREGATIE BASE MATIERIAL ; " J I I ·" @ REMOVE INTIERFERING PORTIONS OF EXISTING STORM DRAIN. ® CONNECT EXISTING STORM DRAIN TO NEW INLET STRUCTURE. @ ABANDON EXISTING STORM DRAIN. @ REMOVE EXISTING HEADWALL ' 21+00 • ------- 22+00 N'LY P/L I 60' C/L S'LY P/L I I I I ' 10' I 20' 20' I 10' I I I . ;t, s ,t; I ----• ~ . --,._ ------ I I _J 29l24 ~ CAP OVER 4" BASE COURSE TYPICAL SECTION STA 20+85 TO STA 22+10 N'LY P/L C/L S'LY P/L I i 60' I I .-------------~@ 1 I : I 20' 11 I 20' I : I 10' I 2' i 10' & VARIES I I I 10' i 2' I 10' I i !,> :.--~~~: :, t :i~':,,TI>~ ;~ • , ".:rn,~:, .~ 7". , r::~:c , i TYPICAL STREET SECTION STA 18+50 TO STA 20+85 NTS -- -- --·- ---- !><>>< J 6" FULL DEPTH AC PAVEMENT L ///"J COLD MILL ii 111 I I 1' WIDE SLURRY PATCH /1\ 7.9.14 AS-BUILT 12.6.13 AC REI/ISED PLAN 5.22.13 PA REI/ISED PLAN DATIE BY DESCRIPTION REI/ISIONS - ---- 24+00 - PROFILE SCALE VERT. 1" = 4' HOR. 1" = 20' RECORD DRAWINGS THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTIED, IN PART, BY 64.0 62.0 64.0 62.0 OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, CITY OF NEWPORT BEACH IS NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATIED INTO THESE PLANS AS A RESULT. TYPICAL SECTION STA 23+00 TO STA 24+60 [D PROTECT IN PLACE (ITEM PER PLAN) ~ REMOVE DRIVEWAY APPROACH I SCALE 1" -20' [22] REMOVE JUNCTION STRUCTURE/CATCH BASIN PA PA REVIEWED PATRICK ARCINIEGA RCE 70740 SENIOR CII/IL ENGINEER DA TIE APP'D. DESIGNED DRAWN PA PAv & JI CHECKED DATIE PA 16 NOV 2012 MESA DRIVE SANTA ANA HEIGHTS PAVEMENT RESTORATION CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET OF ~ Cl) ORCHARD CONSTRUCTION NOTES R-6014-S C-4707 7 18 PATRI C K L . ARC I N I E GA DRIVE LEGEND ffLI ... ..,,.I .. "'"""' --___ ~ _____ -f-------t--------+-----+-----+---------+-----+---+_--_-+~=-"-=-:::...._-----=-=----,-----+-----=fc....==--='---------+-----+-----==t=~~-----..,.......-~~+==-==---=-+-_-_-----=-=------------1 60.0 - -------- 54.0 ~====:t:=============+:======l======t============ai~~~lmoo~;;::::=:j::::============+:======l======t=============+======~====:t:=============+:======l======t=============+=======1 --- "' .. . " ·-· \ ---- ----f------+--------+-----+---t---------+------±:~=-------------i-------+----+-----+------+----+----+------+-----+---_-_-.::::::,---:=-----=-=-=-=-----_f-------160.0 ---t==::::::::::==t::::::::::::::::::::::::::::::::::::::::::::::::::=1==::::::::::===1::::::::::::::::::::=t:::::::::::::::::::::::~~~E=::::::::::======t::::::::::::::::::::=1=::::::::::::::::::::::::::::::::::::::::::::::::::t==:::::::::::::::==t::::::::::::::::::::=t=::::::::::::::::::::::::::::::::::::::::::::::::::t==::::::::::====t::::::::::::::::::::=1=:::::::::::::::::::::::::::::::::::::::::::::::::j::::::::::::::::::::===t::::::::::::::::::::::::t:::::::::::::::::::::::::::::::::::::::::::======t::::::::::::::::::::=158.0 ------------------- 54 • o ~:::::::::::::::::==t::::::::::::::::::::::::::::::::::::::::::::::::::=1=::::::::::::::::::::=E=::::::::::::::::::::=t===::::::::::::::::::::::::::::::::::::::::::::::::::t===::::::::::;::=:;;;s~:::::::==t::::::::::::::::::::::::::::::::::::::::::::::::::==1=::::::::::::::::::::=E=::::::::::::::::::::=t===::::::::::::::::::::::::::::::::::::::::~E~~~~~:::::::::::::=::::::::::::::=-======::::::::::t==::::::::::::::::::::s~~~=====~::::::::::::::::::::==1=::::::::::::::::::::=1 60. o ---------52.0 f-----+----------+----+------+------------=-,,,...-"'-c....+----+------+--------+----+-------+----------t----+---------,f--------t-------+----+--------+--------=-,-58.0 i;;.LI .. ..,,. .. ,,,.,."' ' ---54.0 f-----+--------=--=--=c-=.-+---=------+-----+--------+------+---+---------+-----+----+--------+---------,----+--------+----+--------+---------+-------1 ---- 52.0f-------+----------+-----+----+---------+----+------+-------+------+-----+----------+----+--------tf---------+----------'-----+---------+------, I I I I I ,1 / :' 3 I I I 20 "?-0 I ' 0+00 I " I .. . " . . 1+00 2+00 3+00 cf, I . -- 4+00 .. i·I-I I PROFILE SCALE VERT. 1" = 4' HOR 1" = 20' 5+00 . 11 1 \ '"" U) ITs1G • • ~----~ I / -, 11 I .. I I I ----, II I I I -<J,_,,, : : I I ,f fo\ CONSTRUCT VARIABLE THICKNESS EDGE GRIND. TRANSITION DEPTH FROM o• AT 10' FROM CURB FACE TO 2• AT LIP OF \.:,I GUTTER AND TRANSVERSE JOINTS. Q) COLD MILL 0.17' ADJACENT TO SIDE STREETS AND TRANSVERSE JOINTS. @ CONSTRUCT 0.17' AC (TYPE III-C3-PG 64-10) FINISH COURSE OVERLAY ACROSS THE ENTIRE ROADWAY SURFACE. "2Q'I SAWCUT AND REMOVE EXISTING CROSS GUITTR, SPANDREL AND CURB INCLUDING REQUIRED SAWCUTTING AND REMOVAL ~ OF EXISTING STREET SECTION AND REPLACEMENT OF FULL DEPTH AC SLOT PATCH (PATCH BACK), W=1' MIN. SW ACACIA STREET '231 SAWCUT AND REMOVE EXISTING DRIVEWAY APPROACH AND CURB AND/OR GUTTER AND SIDEWALK INCLUDING REQUIRED N'LY P/L C/L S'LY P/L ~ SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION AND REPLAtEMENT OF FULL DEPTH AC SLOT PATCH I (PATCH BACK), W=1' MIN. I 60' I f?t:I SAWCUT AND REMOVE EXISTING CURB AND/OR CURB AND GUTTER INCLUDING REQUIRED SAWCUTTING AND REMOVAL : -----------------<@ 1 : 'J OF EXISTING STREET SECTION AND REPLACEMENT OF FULL DEPTH AC SLOT PATCH (PATCH BACK), W=1' MIN, 1 ! 20' I VARIES 20'-24' ! j @ SAWCUT AND REMOVE EXISTING SIDEWALK, I I I I @) EXISTING DRIVEWAY I VARIES 5'-10· I 2' I 10' I '1 I 10' I 2' I VARIES 6'-11' I 29 CONSTRUCT DRIVEWAY APPROACH PER CNB STD-162-L. ~ @ CONSTRUCT CURB AND GUITTR PER CNB STD-182-L. ===~=-,-.~~ 1 0_ __ -~ I/ TOP~ OF 7 EXIS~NG :er"-,__ -~-17~ AC C;.~ERL~ YJ,,\ I~~-:.--___ 0 1 ~--,---==~===-~ I @ CONSTRUCT CROSS GUITTR AND/OR SPANDREL PER CNB STD-185-L, (W=EXISTING). 1 -----t-~.\.. ___ I __ .c:7:"'~±_!'~~~:::-:::--_ --------_:--_:--_ -f _ y - --_______ : -----_~_:-':_,~_"'~~~~=_~="'--~ --.-J--:-._t_____ { \ I I COLD MILL SCALE RECORD DRAWINGS THESE RECORD DRAW1NGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, CITY OF NEWPORT BEACH IS NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE PLANS AS A RESULT. 20' u z 0 u ® PRUNE TREE ROOT AND INSTALL ROOT BARRIER PER DETAIL ON SHEET 2. • , --.• .F---=---------------v---T-------r-=-;z __________ _::-----7 , ·., • EXISTING DRIVEWAY @ CONSTRUCT CONCRETE SIDEWALK PER CNB STD-180-L I ,------~rfi:-s~ +------()~;; EXIS;N~ -;ASE I o.33'± EXISTIN~ ~~ v-----~ ------------=------.'-------· I ----...-------------...--...... R .... EVI ... EVED......,--------.------------------- @ ADJUST SEWER MANHOLE FRAME AND COVER TO GRADE PER CNB STD-111-L TYPICAL STREET SECTION ~ ~[~~ @ REPLACE EXISTING WATER VALVE BOX FRAME AND COVER AND ADJUST TO GRADE PER IRWD STD. W-22 STA 2+75 TO STA e+oo NTS I ~ @ ADJUST SURVEY MONUMENT WELL FRAME AND COVER TO GRADE. r,:;;,, REMOVE AND REPLACE EXISTING TRAFFIC SIGNAL DETECTOR LOOPS WITH TYPE E TRAFFIC SIGNAL DETECTOR V LOOPS PER DETAIL IN SPECIAL PROVISIONS. No. 70740 Exp, 06-30-13 ~~Mrn,~ -~Cf'CAL~ DATE BY PATRICK ARCINIEGA RCE 70740 SENIOR CIVIL ENGINEER ORCHARD DRIVE SANTA ANA HEIGHTS DATE PAVEMENT RESTORATION DESCRIPTION APP'D. DESIGNED PA DRAWNPAv & JV CITY OF NEWPORT BEACH t--~-~----R-EVI-S-IO_N_S _____ ~---11-,C77.HE""C77.KE=D-~tD,-,.AccTE,--~~-1 PUBLIC WORKS DEPARTMENT PA 6 NOV 2012 OF ORCHARD CONSTRUCTION NOTES R-6014-S C-4707 8 18 PATRI C K L . ARCI N I E GA DRIVE BI R C H S T . LEGEND TYPICAL SECTION 60.o----jr---------t-----+------+-------+-------+--------+-------+-------------i-------+--------+----+------l----------+------1--- 58. 0 ~-¥~~§:::::::::::::::=f::::::::::::::::::::::::::::::==f=::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::==1:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::=F=::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::==$:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::$=::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::=$:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::$=::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::=t=::::::::::::::::::::::::::::::$::::::::::::::::::::::::::::::t==:::::::::::::::::::::::::::::::::::::::::::::::::::::::=~~~~~ Sf . 0 58.0 ----jr---------t-----+------+·~-~~--==:----+-------+--------+-------+-----------j-------+---------==-cb--=---=-=--+------1----------+-------I----5:t -----~t ------- ----- ----- -1.----- 6( .0 Sf .0 600 -------------. -r--------t------+---+--------t----------+-------+------==-=-==--=-F-----------+----------1-----------l-------l------l..-------L------L--- 58. 0 ~~~9=~-~=f=:::::::::::::::==1:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::=f=::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::~:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::$::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::==$::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::$:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::==t=:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::t==:::::::::::::::~::::::::::::::::::::::::::::::==t=:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::~==:==t~~ Sf . 0 --~-- ---------t------t------i------i------==-=-=---==-=---t-_ ------+------+------+------f-------+------:-::==-1----==-=--i----1------l-----l---SE .0 ---------- 6+00 0 = PROFILE SCALE VERT. 1" =4' HOR. 1" = 20' ·,, ASP~ 7+00 - 8+00 ---- - - I ' I I ' ------ @I ® WV A --:Ii -SMH .---- 9+00 w- 9+00 --1 ------ 10+00 11+00 LLJ (/) \ / -,-- CD PROTECT IN PLACE. SC ALE 1 " -20' 0 Q) CONSTRUCT VARIABLE THICKNESS EDGE GRIND. llRANSlllON DEPTH FROM O" AT 10' FROM CURB FACE TO 2" AT LIP OF GUTTER AND TRANSVERSE JOINTS. COLD MILL 0.17' ADJACENT TO SIDE STREETS AND llRANSVERSE JOINTS. @ FEATHER ASPHALT CONCRETE PER DETAIL ON SHEET 2. ® CONSTRUCT 0.17' AC (TYPE III-C3-PG 64-10) FINISH COURSE OVERLAY ACROSS THE ENTIRE ROADWAY SURFACE. [?,\ SAWCUT AND REMOVE EXISTING CURB AND/OR CURB AND GUITTR INCLUDING REQUIRED SAWCUTTING AND REMOVAL v OF EXISllNG SllREET SECllON AND REPLACEMENT OF FULL DEPTH AC SLOT PATCH (PATCH BACK), W=1' MIN. @ CONSllRUCT CURB AND GUITTR PER CNB SllD-182-L. @ ADJUST SEWER MANHOLE FRAME AND COVER TO GRADE PER CNB SllD-111-L. @ REPLACE EXISTING WAllER VALVE BOX FRAME AND COVER AND ADJUST TO GRADE PER IRWD SllD. W-22 @ ADJUST SURVEY MONUMENT WELL FRAME AND COVER TO GRADE. ® SCE MANHOLE, VAULT AND PULL BOX FRAME AND COVER TO BE ADJUSllED TO GRADE BY OWNER** f<:A\ REMOVE AND REPLACE EXISTING llRAFFIC SIGNAL DETECTOR LOOPS WITH TYPE E TRAFFIC SIGNAL DEllECTOR V LOOPS PER DETAIL IN SPECIAL PROVISIONS. N'LY P/L C/L S'LY P/L 1 I 6~ 1 r ,------------------l11 I i II • I VARIES 20· -29' I VARIES 20· -29' , 1 _ VARIES 5'-10' I 2· 1 10· 1 10· 1 2' I 10· & VARIES I : ____ J==--~--i ! 0 i TOP OF EXISTIN~ ~'),..l 0.17' :~ OVERLA:h i 0 ! i __ -=~"-----: ""TI" '"'"" r-------1::~-:,t:'~;-~•-=-'=, ,:, ;.STI,O ,;,;V i O ,,,C.;n,, .~ 7' ~c"~~-:-"-'~ ~~-~=-iJ-------1 rnsTING '"'"" I·· .. •. ·.1 COLD MILL NTS AS-BUILT STA 6+00 TO STA 8+45 STA 9+30 TO STA 11+50 ~la,,>' /1\ 7.10.14 ~ ~~ i--""-+---+--------+-~ I I RECORD DRAWINGS No. 70740 APP'D. REVIEWED PATRICK ARCINIEGA RCE 70740 SENIOR CIVIL ENGINEER DATE DESIGNED DRA\\111 THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITllED, IN PART, BY OTHERS. WHILE THIS INFORM A llON IS BELIEVED TO BE RELIABLE, CITY OF NEWPORT BEACH IS NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE PLANS AS A RESULT. ~i:· :~-d DATE BY DESCRIPllON ~"''OF CA\.\17"_,, 1---'----'-------------.J.._-+=~-~~-~ REVISIONS PAv &: .n PA CHECKED DATE PA 16 NOV 2012 ORCHARD DRIVE SANTA ANA HEIGHTS PAVEMENT RESTORATION CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET OF ORCHARD CONSTRUCTION NOTES R-6014-S C-4707 9 18 PATRI C K L . ARCI N I E GA DRIVE LEGEND TYPICAL SECTION 58.0 (-==::==:::::::=:::::===::-t:::==:::==::;::;::=:::i-========::::~~t======t=====t============~===========+===========~======+======+===========~======t=======+==================f:=====~t;:;~:::====~-->--- 58.0 56.0 56.0 60.0 58.0 --.,... - ------ . ------ 60.0 58.0 58.0 b-,~ ==-=~-l-----=-=+===-----+---+---+-------+--------t------r---t----t---------t---,--,---------r---r--------------------------- 58.0 56.0 r-- 56.0 ~--_j__---+-------l-------t---------t--------==---=-=--+---==~----+-----~---t---+-------+------t-------t----------==-=-==-~=-------r----t------------i --------- ---- 12+00 PROFILE SCALE VERT. 1" = 4' HOR. 1" = 20' I l \ \ r I -• l=~-1~ I I\ 13+00 14+00 15+00 16+00 17+00 7 ---T_~---.. I "1 "1 CX) ·<;.: '-----_________ [_ ~ -L ✓-✓ '1 --; ~' II 41 /;c;~'>'•{), ,r·ltl "\ ~ ::~::~,I:~, . ,,, 6efu -]______ CON ~----·1-• \I -r·---.::---~~~( ~ I---~---===---l __ ~~----· -"----=~=~~= y --~ • I I In / -• v, ' ----~=-o== ":Jc,,f&'.::J 1il · .. \ •.• •• ,,,, -t+ b -'-------_ __i_:_',--_1-.,.:::;:~::,._:_ _j_ --=c~ . -:r: V5 ---_ s,~:---/~;·~c,_~-C•\~-:=----:_ __J\<;;: •• \1 ) o~IGN~~--J ---------~---,-•. _-_ _;,-<t ~'?;1~~~? •\ ___ ;:·~~·L,~ 2~ LTJ_~ ~ 0 ~ '•• ••• ,-•<-··-.,. -.._,,,------------------.--------•• :--~~/ :W-----/. ••. 'o ---------i' !-+--,®N -w-.....__-,---q_ //W W / ~ •, '. '. -• •• ·•. w-_ ~ • - - -W-c c.. ---w -J ---( 58' r71 ..-(55):wv' 49 ----/ /r"" ASPH ( . I LlJ ~ 1 :'. ~::.'y 1 ••• ••,1~t0~ ~ :_• , I SM~) ~3iQQ , •,, , ____ i'4i\0Q I r01Y, .;f ~\, ____ 15_100 \. '-II ~-/ _,,,l~ ~ t◊I / / ,r • I/ ,uf00 , _.. enc, 1 17fq0 '.;'. , 3 " / N 0 i, ' ~ I' _-1{0 ~: •' .._ ~;~~~ _ --~'-_'-~-,=~~---c!"_C,S ___ cG~-~-~----___ L ___ A".o_P, ___ ; __ c§~;~~---~Y"c ___ '-~ ~,'"~f ____ ,~ _: • -~ ~ • ~:~~ \. q ""~~ • r: ~ ~ 1•, ~1..c.e: • ' ... --"cc=c_ • .. • • • ·._·._, y \ -./ ~ co:o_ ~ ~: __ M__B~■CWM~ =-~~-"~·~-,---~~ -I ~ -• 0:_S , t:-:--T ~ sci . 1;;>~ ~ ----~ -M ,_ /,, ~ ,~ ---~ LO ~,i,, rt 8 _1,v ~ i ,. '-k • 7 [71 11 S<:1 1 -• < Ii ~ '1 11 -~i( 1 ___" J ,_ -v,~~ -~J/ i :n'r~' -IC 'V'.h 1~1 ,< I i-8 11\ lo\ CONSTRUCT VARIABLE 1HICKNESS EDGE GRIND. TRANSITION DEP1H FROM O" AT 10' FROM CURB FACE TO 2" AT LIP OF \.:,J GUTTER AND TRANSVERSE JOINTS. ® CONSTRUCT 0.17' AC (TYPE III-C3-PG 64-10) FINISH COURSE OVERLAY ACROSS THE ENTIRE ROADWAY SURFACE. h. @ SAWCUT AND REMOVE EXISTING CROSS GUITTR, SPANDREL AND CURB INCLUDING REQUIREq SAWCUTTING AND REMOVAL OF EXISTING ill STREET SECTION AND REPLACEMENT OF FULL DEPTH AC SLOT PATCH (PATCH BACK), W=1 MIN. @ SAWCUT ANO REMOVE EXISTING SIDEWALK. &@ CONSTRUCT CURB AND GUTTER PER CNB SID-182-L. @ CONSTRUCT CONCRETE SIDEWALK PER CNB STD-180-L. REMOVED CURB & GUTTER AT RAMPS NUM ~ mM I I w I : ,------------------111 I : 1 , I VARIES 20' -29' I VARIES 20' -29' , 1 I VARIES s·-10· ! 2' j 10· I ' 1 10· j 2· , 10· & VARIES I \ I -i SCALE 1 " -20' I /J COLD MILL RECORD DRAWINGS THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY ® REMOVE EXISTING PCC IMPROVEMENTS AND CONSTRUCT CURB ACCESS RAMP PER CNB STD-181-L-B, CASE H. @ ADJUST SEWER MANHOLE FRAME AND COVER TO GRADE PER CNB SID-111-L. : =--~=-,-.! :_0 ,0 , . • m: o, ":TI'O •:;-t ~, ,, :' ~::~~I>. i -" " ' . 0 : i----=====: OTHERS. WHILE 1HIS INFORMATION IS BELIEVED TO BE RELIABLE, CITY OF NEWPORT BEACH IS NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE PLANS AS A RESULT. @ REPLACE EXISTING WATER VALVE BOX FRAME AND COVER AND ADJUST TO GRADE PER IRWD STD. W-22 @ ADJUST SURVEY MONUMENT WELL FRAME AND COVER TO GRADE. @ SCE MANHOLE, VAULT AND PULL BOX FRAME AND COVER TO BE ADJUSTED TO GRADE BY OWNER. @ TELEPHONE MANHOLE, VAULT AND PULL BOX FRAME AND COVER TO BE ADJUSTED TO GRADE BY OWNER. TYPICAL STREET SECTION STA 11+50 TO STA 16+00 TO STA 15+00 STA 17+50 NTS /1\ 7.10.14 AS-BUILT DATE BY DESCRIPTION APP'D. REVISIONS REVIEWED ORCHARD DRIVE PATRICK ARCINIEGA RCE 70740 SANTA ANA HEIGHTS SENIOR CIVIL ENGINEER DATE PAVEMENT RESTORATION DESIGNED DRA\\111 CITY OF NEWPORT BEACH PA PAv & JV CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET OF PA 16 NOV 2012 ORCHARD CONSTRUCTION NOTES R-6014-S C-4707 10 18 PATRI C K L . ARC I N I E GA DRIVE LEGEND TYPICAL SECTION 0 CONSlRUCT VARIABLE 11-IICKNESS EDGE GRIND. TRANSITION DEPTH FROM O" AT 10' FROM CURB FACE TO 2'' AT LIP OF GUTTER AND TRANSVERSE JOINTS. 0 COLD MILL 0.17' ADJACENT TO SIDE STREETS AND lRANSVERSE JOINTS. @ FEATHER ASPHALT CONCRETE PER DETAIL ON SHEET 2. @ CONSlRUCT 0.17' AC (TYPE III-C3-PG 64-10) FINISH COURSE OVERLAY ACROSS THE ENTIRE ROADWAY SURFACE. @ ADJUST SEWER MANHOLE FRAME AND COVER TO GRADE PER CNB STD-111-L. @ REPLACE EXISTING WATER VALVE BOX FRAME AND COVER AND ADJUST TO GRADE PER IRWD STD. W-22 @ ADJUST SURVEY MONUMENT WELL FRAME AND COVER TO GRADE. N'LY P/L I I I I 10' ~! --------------<® . 20· I t 10· I ---58.0 f---=--_-_-::::::::...-+==-=~-+----....=.._-----=:,,. __ ~_=-=1_,....,...-c==-==-c-_+~-=--------=-=----------+-----+-------l 58.0 - 56.0 56.0 --------------1-----58.0 1::=-~---~=--=f-=----+----------+----+--'--==-==-=--~=-:=---+_~---+-------=-----l 58.0 ---56.0 56.0 58. 0 f===~~====~~~;:::::::::::::~::::::::::::::::::::::::::::::::::::::::::::::::::;;======~=f==:::::::::::::::::::::;;;~~~===~~::::::::::~::::::::::::::::::::~::::::::::::::::::::=1 58. 0 ------- 56.0 56.0 18+00 PROFILE SCALE VERT. 1" = 4' HOR. 1" = 20' 19+00 20+00 I I I l C I I I I l-1 LlJI, LlJ I (t:'.111 h-I I Cf) ' I I I II - ( [:: - Ii 0 -''I ,_; I I (_) j a:: 0 I I ,~; -I I ,.-,1 •., ·' '> '\ -<, - A '·t 'j:-~ I__,, (ell I L__ I I I I ! 20· ! I I: 10· 2' 10' I I I I I I I I ' -- I I I I - - I I f ' SCALE 1 • -20' STA 19+00 TO STA 20+00 NTS RE\-1EVED RECORD DRAWINGS THESE RECORD DRA~NGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMIITTD, IN PART, BY 011-IERS. WHILE 11-IIS INFORMATION IS BELIEVED TO BE RELIABLE, CITY OF NEWPORT BEACH IS NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE PLANS AS A RESULT. No. 70740 Exp. 06-30-13 ~:@"-Mrn,~ -~Cf'CAL~ DATE BY DESCRIPTION APP'□. RE\-1SIONS ORCHARD DRIVE PATRICK ARCINIEGA RCE 70740 SANTA ANA HEIGHTS SENIOR CIVIL ENGINEER DATE PAVEMENT RESTORATION DESIGNED DRAWN CITY OF NEWPORT BEACH PA PAv & JV CHECKED DATE PUBLIC WORKS DEPARTMENT PA 6 NOV 2012 --· OF CYPRESS CONSTRUCTION NOTES R-6014-S C-4707 11 18 PATRI C K L . ARC I N I E GA STREET TYPICAL SECTION CYPRESS STREET LEGEND ' I I SEE SHEET NO. 4 MESA DRIVE 1 ~li[ _, u . (/) ~ "" (/) 0 u.J <( "" (/) II= u.J ::,;; u <XJ 0 "' 0 + + -0 ~ ~ cc, (/) (/) SEE SHEET NO. 4 MESA DRIVE - d () 0 z () ..--- SCALE 1 n -20' 11 l I 11 n )> II! 1 l /. I I , 0 \\S'fo>,·"1:C I'· [ ~ W 1\ ~ l/) I LJ I I / Z ---\ ,1 > /-". n I n ~ :/---1--= ,·' -~ -~ n 'I N ..---' ) -.---~c---t+-=---'~== -:p+-c __ ,,,,,_ -=4 j: en ~l-___ _::.::.:C=,_ _________ ---1--~-l--o-1---~--~~l-----~SM~H--+5-C~E------./---~~---~--~,---=L/_•_-_ _:..,.._~·~,~~~--=====-----'c-~-~---_--==~~~~•c'...__-_~_-~ __ ~,,--+-,--:_-:_-:_-:_-:_-•~-=-..:::,.,c-'--=====--~----::::---=~==:'--"'~~~~-:_--'c-~l~--®---"-7-:--L_l-l-s_cE_-:-___ --:-i-:--~+--o-t-:---I~ : --~'----""~-161-oo--~--g+-~-i '° 5 -'s-';c+- 1-@/11100 ~----.~~ \ '-~loo ·-. s '-®7 7 -;-J., -~ \ ----@ :.... •-,.L "" 1 '-21+00 "' '° ~ z N I ~ <..) _Jl-----'µ--,--c::.:.:==-+-----B;------+-+~l----+---';;z_+--------+!----+------tl-....:..,..-----------,,~wvc;:;--:,1--~------_-_-_-_-_-_-~~--=---£~/-:__-:__-_-_-_-_-_"'__r_-_-_-_------/""7'--\-:-"""---~'--------.,,._-----<-1----:-~-=----\-;;;;--;-----s,----------t---"-fili--""t----J!;i: :r: ---G / _____,./ ~ ~ .•••. :.L! . .J ~--~---. ~.~TV-cSCE:c··. ···~2?~.B-~---=--~ "~:~-Clk·-:.::,;;_::_;-:-··········l· f5 \~:~',J I • ~ I ---------I ii, \';: / I I r----~<F ..---~ ~:t, I, ) \ Ji 0 ® CONSTRUCT VARIABLE THICKNESS EDGE GRIND. TRANSITION DEPTH FROM Q" AT 10' FROM CURB FACE TO 2" AT LIP OF GUTTER AND TRANSVERSE JOINTS. CONSTRUCT HORSE TRAIL RAILING AND/OR REPLACE EXISTING PER DETAIL "C" ON SHEET 2. ® CONSTRUCT HORSE TRAIL DECORATIVE PILASTER PER DETAIL "B" ON SHEET 2. @ CONSTRUCT 0.17' AC (TYPE III-C3-PG 64-10) FINISH COURSE OVERLAY ACROSS THE ENTIRE ROADWAY SURFACE. YILY P/L VARIES EXISTING ORSE TRAI ~ \ I I I C/L FENCE 60' 6' AND VARIES .-----------1-5~' --------~---1 11 )-----------,-25"'°•----------- I 2' 1 10' 16' 10' I n I I E'LY P/L 2' 5' @ ~tF T~~f~~%K~~~!fM3ii~ITI~~ ~~kVfi~t ys::E~o~~~Tl~~D A~½R~E~~~{~~E~¥TJ~RF~~LD D~~~Ai~ k~g~u~l~rc~EQUIRED -------i I :-.! i 0 -. --~i=~:..:o-;c:::;.O.:::Fc__.:-:;.E.z:c__.:I ~:..T=~""G-::A:Cf-?:"'=-~"+-,..°-=·~17~'=A:C-=..O::.V=Ec.:R::.LA.;:Yd~Jl 7 -c---(D,-----1 }--,,-=-2~--l.:--=-! :::,;;:"::,~ ::::~:,::a SID--OH rnsn,c "' ,cw., / 1 -------r:~,~,:11vc:--~; ~,, ,~,V,G s,:J;f ,,,.,-i~'"'" ,; -~ -----·---:±c"--,-.L~:_:r-----1' e<-sn,c """'" @ CONSTRUCT CURB AND GUTTER PER CNB STD-182-L. @ CONSTRUCT CONCRETE SIDEWALK PER CNB STD-180-L. ® ADJUST SEWER MANHOLE FRAME AND COVER TO GRADE PER CNB STD-111-L. @ REPLACE EXISTING WATER VALVE BOX FRAME AND COVER AND ADJUST TO GRADE PER IRWD STD. W-22 @ REPLACE EXISTING WATER METER BOX FRAME AND COVER AND ADJUST TO GRADE IRWD STD. W-1. @ ADJUST SURVEY MONUMENT WELL FRAME AND COVER TO GRADE. ® SCE MANHOLE, VAULT AND PULL BOX FRAME AND COVER TO BE ADJUSTED TO GRADE BY OWNER** STA 10+50 TO STA 21+50 NTS REF: R-5880-S 5.22.13 PA DATE BY REVISED PLAN DESCRIPTION REVISIONS 6" FULL DEPlH AC PAVEMENT COLD MILL SCALE 1 n -20' RECORD DRAWINGS lHESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, CITY OF NEWPORT BEACH IS NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE PLANS AS A RESULT. REVIEVED PATRICK ARCINIEGA RCE 70740 SENIOR CIVIL ENGINEER DATE APP'D. DESIGNED DRAWN PA PA & CHECKED DATE PA 24 JAN 2013 CYPRESS STREET SANTA ANA HEIGHTS PAVEMENT RESTORATION CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT l;;jIT-OFOF:-1 CYPRESS CONSTRUCTION NOTES R-6014-S C-4707 12 18 PATRI C K L . ARC I N I E GA STREET CYPRESS STREET LEGEND TYPICAL SECTION T""" T""" . I- I en UJ UJ pp en ~ 1EL WM~~--~ L CONG ~== -= ==-··===========- ORCHARD DRIVE z n (I -\______.,,.) ' ____ _j UJ SDMHl>1------@}_4s ____ -1-_ ------r-=l=_-__ ;i:::=·--=~--A-.,-,=i-~==---_J~L_ scE ~_-_~_~~~?35''-RGP------3 ~=========2=2="'-~0-0~~~~~~~~~~:~::;;==::::"'Eg=l:::;"'i..-====~=,'--:C::::a:;·;;:.~EWER :10~~~ -;3):CP I -~S=;====i-~:'.=:'._=='.=_==2-=4++i=.-o=o-=-=-=-======~~-:==-=====~===-==i:::.======--====::;4:;;5=~t=-=:_====--;2=5-l+~f-o=-o=====::'.lq~~-=-===-========~~L,z~=-=-=:;;s===::i:,::;;cc!'::" ~~~=2-6=+i::1-o=o==-_====::i:~tL_~~.s.:5::: _5==-= /:::=,_:_==-"~~,-;;_,f_4~6=-~-======.::::i:=~=J~.:::-=-=-=~=-==,,i=,i..,.,::::-__ ~_=-=--==-=-====-=:t--1-==-=-=_;_---=J--=-=-=-=_:;:~~-=-=l::.:b!t=-=-ij UJ UJ en ASPH "' :,~" GAS I // • 2 GAS W --~ ... B t-----r,'-w------fj-----\->----+-----1-_-o+--+--w--,,"',+,---=c.c:-r,./ ' - - - - - - - - - - - - -;/ -=----r------------w-t:,----------------w--t:;------------------1w:;--------------_t-t,~_-w-----_-----r---::c=~~----,--------,-----_-_-_-_-@rCC..,-'----_-_-_c_A-'-'S-.c._P-'--H-_-_--~--t----t---r1 UJ z ~ r:-~.;:~~7 .._;.eir-~,7p;_~;-i§::-~~-;:;;":;4=->=--==-_=_==_=-=_==-_==-_==_=_==_=-=_=--_-=-=_==_~=_==-_==-_==-.,,__±_==-_t-_=--~--=--_-~_-=-_-=-=---=--=-r=:=, =---- ~ C> LO + T""" N LO r-- + r-- N --~ """' '@ _) u, --- I I I I in "' "o "' W'LY P/L 12' AND VARIES EXISTING i L I l -®10-f/ "' 2 i\ G ---- FENCE 5' AND VARIES HORSE TRAIL 2' 7_ Cl ' -,_ -11 /'l"GAS --- 15' 20' 10' C/L 60' 11 16' CD , _, --____ ~1_9~-----,----==sc----------=-=-~-----c.0_=1L11M~s.c.~ __ OY_t.l\'M __ ------______ t~-=-=-=~-=::"::WM. ---~--~~~ ____ ~~---I-WM--------------. WM-----------------, >_ ------1 _---~~---L ____ .::~-=-=-~~--=~-=-=~=-----in-__ .-• '.· ~-----( \ I - -- -- -- --w --;;. \ -, I , :, ,-(I 1 ,I, /-• ,;; - E'LY P/L 25' 20' 10' & VARIES 2' 5' 1 8 z 1 0 C> LO + )> U) -0 LO r--+ r-- N SCALE 1" CONSTRUCT VARIABLE THICKNESS EDGE GRIND. TRANSITION DEPTH FROM O" AT 10' FROM CURB FACE TO 2'' AT LIP OF GUTTER AND TRANSVERSE JOINTS. CONSTRUCT HORSE TRAIL RAILING AND/OR REPLACE EXISTING PER DETAIL "c" ON SHEET 2. CONSTRUCT HORSE TRAIL DECORATIVE PILASTER PER DETAIL "B" ON SHEET 2. @ CONSTRUCT 0.17' AC (TYPE III-C3-PG 64-10) FINISH COURSE OVERLAY ACROSS THE ENTIRE ROADWAY SURFACE. @ SAWCUT AND REMOVE EXISTING SIDEWALK. @ CONSTRUCT CONCRETE SIDEWALK PER CNB STD-180-L. ® REMOVE EXISTING PCC IMPROVEMENTS AND CONSTRUCT CURB ACCESS RAMP PER CNB STD-181-L-B, CASE H. @ ADJUST STORM DRAIN MANHOLE FRAME AND COVER TO GRADE PER CNB STD-309-L ® ADJUST SEWER MANHOLE FRAME AND COVER TO GRADE PER CNB STD-111-L. @ REPLACE EXISTING WATER VALVE BOX FRAME AND COVER AND ADJUST TO GRADE PER IRWD STD. W-22 @ ADJUST SURVEY MONUMENT WELL FRAME AND COVER TO GRADE. ® SCE MANHOLE, VAULT AND PULL BOX FRAME AND COVER TO BE ADJUSTED TO GRADE BY OWNER. @ TELEPHONE MANHOLE, VAULT AND PULL BOX FRAME AND COVER TO BE ADJUSTED TO GRADE BY OWNER. I;/ / COLD MILL -20' RECORD DRAWINGS SCALE 1" -20' lHESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, CITY OF NEWPORT BEACH IS NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE PLANS AS A RESULT. REVIEVED CYPRESS STREET SANTA ANA HEIGHTS STA 22+05 TO STA 22+75 & NTS PA1RICK ARCINIEGA RCE 70740 SENIOR CIVIL ENGINEER 5.22.13 PA REVISED PLAN DA1£ PAVEMENT RESTORATION STA 23+63 TO STA 31+50 .. D_A_1E~_BY_~ ___ D_ES_CR_1P_TI_oN _____ ~A_P_P'D_. +D=E=SIG=N=ED __ P~Ai,,-DR=A,,.WN~P~A~& -'-'-IJv CITY OF NEWPORT BEACH REVISIONS CHECKED PA DA~4 JAN 2013 PUBLIC WORKS DEPARTMENT OF CYPRESSCONSTRUCTION NOTES R-6014-S C-4707 13 18 PATRI C K L . ARC I N I E GA STREET LEGEND TYPICAL SECTION TYPICAL SECTION DISPOSITION NOTES STREET END DETAIL _J fo\ CONSTRUCT VARIABLE THICKNESS EDGE GRIND. TRANSITION DEPTIH FROM O" AT 10' FROM CURB FACE TO 2" AT LIP OF 1..V GUTTER AND TRANSVERSE JOINTS. @ COLD MILIL 0.17' ADJACENT TO SIDE STREETS AND TRANSVERSE JOINTS. ® CONSTRUCT HORSE TRAIL RAILING AND/OR REPLACE EXISTING PER DETAIL 'c" ON SHEET 2. ® CONSTRUCT HORSE 1RAIL DECORATIVE PILASTER PER DETAIL "B' ON SHEET 2. @ FEATHER ASPHALT CONCRETE PER DETAIL ON SHEET 2. @ CONSTRUCT 0.17' AC (TYPE III-C3-PG 64-10) FINISH COURSE OVERLAY ACROSS TIHE ENTIRE ROADWAY SURFACE. SAWCUT AND REMOVE EXISTING DRIVEWAY APPROACH AND CURB AND/OR GUTTER AND SIDEWALK INCLUDING @ REQUIRED SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF FULL DEPTIH AC SLOT PATCH (PATCH BACK), W=1' MIN. @ SAWCUT AND REMOVE EXISTING SIDEWALK. @ CONSTRUCT CURB AND GUTTER PER CNB STD-182-L. @ CONSTRUCT CONCRETE SIDEWALK PER CNB STD-180-L. @ REMOVE EXISTING PCC IMPROVEMENTS AND CONSRUCT CURB ACCESS RAMP PER CNB STD-181-L-B, CASE H. @ ADJUST STORM DRAIN MANHOLE FRAME AND COVER TO GRADE PER CNB STD-309-L @ ADJUST SEWER MANHOLE FRAME AND COVER TO GRADE PER CNB STD-111-L. @ INSTALL 2 2-INCH CONDUITS FOR FUTURE USE. @ ADJUST SURVEY MONUMENT WELL FRAME AND COVER TO GRADE. @ CATV PULL BOX FRAME AND COVER TO BE ADJUSTED TO GRADE BY OWNER. ® SCE MANHOLE, VAULT AND PULL BOX FRAME AND COVER TO BE ADJUSTED TO GRADE BY OWNER. @ TELEPHONE MANHOLE, VAULT AND PULL BOX FRAME AND COVER TO BE ADJUSTED TO GRADE BY OWNER. W'LY P/L C/L FENCE 12' AND 5' AND VARIES VARIES 15' EXISTING 20' & VARIES HORSE TRAIL 2' 10' EXISTING 60' 11 16' STA 31+50 TO STA 31+90 W'LY P/L C/L NTS 60' SEE LANDSCAPE PLANS FOR PLANTING & IRRIGATION DETAILS & CIVIL DETAIL THIS SHEET [D PROTECT IN PLACE {ITEM PER PLAN} [TI REMOVE STAMPED CONCRETE I/ ./.j COLD MILL 25' 20' & VARIES RECORD DRAWINGS TIHESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE TIHIS INFORMATION IS BELIEVED TO BE RELIABLE, CITY OF NEWPORT BEACH IS NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO TIHESE PLANS AS A RESULT. E'LY P/L 5' DRIVEWAY E'LY P/L 10' & VARIES ~-----------------!11 >----~-------------------~ 20' & VARIES 20' & VARIES 5' DRIVEWAY EXISTING STA 33+52 TO STA 35+75 NTS ) ---G-- SCE n ___ .. --· .0 z PB c{sLE :I (') • I I I. I• -----1 =c::c~=C:~L ---+--H M " H M " // n TV SCALE 1: 10 REVIEVED PA1RICK ARCINIEGA RCE 70740 SENIOR CIVIL ENGINEER 1- UJ UJ ~ I- C/) SCALE 1• -20' CYPRESS STREET SANTA ANA HEIGHTS 5.22.13 PA REVISED PLAN DATE PAVEMENT RESTORATION I-D_A_TE~_BY_~ ___ D_ES_CR_IP_TI_ON _____ ~A_P_P'D_.+D=E=SIG=N=ED __ P~Ai,,-DR=A,,..WN_P_Ay~&---1JV CITY OF NEWPORT BEACH REVISIONS CHECKED PA DA,6 NOV 2012 PUBLIC WORKS DEPARTMENT OF <C e- U) ,_ I 0 Q'. ld > 0 CD - <C I BIRCH STREET (LEJ T ft.RROW) MESA ORCHARD ACACIA STREET ,. I CYPRESS STREET·· STRIPING PLAN SEE SHEET NO. 15 SEE SHEET NO. 15 8+00 9+00 UPPER Bf,Y DRIVE DRIVE DRIVE ORCH RECORD DRAWINGS .-hese R:xord Drawings hove beer prepared based on info,motlo:n suor.1tted, in pw-';., by others. \/✓hile this inforrnotion is believed to he relinhle, City ::if Newr:;ort Beech is not respor:sibie for its accuracy. rior for errors or omissioris which may hav'3 been inc:irporated into these p!::ins as C1 re:c;ult L __ _ R/W rn+oo BAYVIEW AVENUE ESA DRIV ~ 0 . ;o ~: 0 :r 0 (/) -l ;,J I m ~ m -I RD DRIVE CYPRESS STREET -STRIPING PLAN SEE SHEET NO. 15 -· __ J A~ID R2B (RiGHT ARROW) BIRCH STREET "' SCALE 1'' -40' ,-----, I -)--·-----~ -- SCALE 1" -40' ' \ D ,n + ,o I u ~ <C ::s ORCHARD D "' 1 . ?. .3. 4. 5. 6. 7. 8. 11+00 .c:-, ~ TYPE IV (L) ,~DET 22 (189') STRIPING GENERAL NOTES I • I o, NI j CONTRACTOR SHALL PREPARE AND PROVIDE DOCUMENTATION LIST!r!G LOCATION, LENGTH, COLOR, MA.Rl(ING, AND STENCIUNG OF EXISTING CURB MARKINGS BEFORE REMOVAi. OF CURB ANO GUTTER. STRIPING DET.t.1LS, MARKINGS, MARKERS, ETC. SHALL BE Prn STATE OF CAUFORN!A DEPT. OF TRANSPORTATION STANDARD Pl.ANS, 20':0 EDIT!ON. TEMPORARY TR1\fflC STRIPING AND MARl<INGS SHALL BE PAINT APPLIED IN ONE CCAT AND AS SOON AS POSSiBLE WITHlfl 24 HOURS /l.FTER THE FINISHED COURSE OF PAVEMENT HAS BEEN APPLIED. FINAL STRIPING SHALL BE "SPRAY.ABLE REFLECTORIZED THERMOPLASTIC" Ai°PUEO AT A MINIMUM THICKNESS OF 0A5 MM CROSSWALKS Al'1D UMIT LINtS SHALL BE APPL'ED AT A M!NIMLM OF O 90 MM. AU LIMIT LINES SHALL BE 12" WHiTE UNLESS NOTED OTHERWISE REFLECTIVE PAVEMENT M.ARKEPS S~ALL Bf. 3M SERIES 290 VtRSION OR EQUIVALENT WITH GLASS REFLECTIVE FACES, THE FIRE HYDRANT PAVEMENT MARKEf!S SHALL BE LOCATED PER CNB STD·-902-L. PRIOR TO INSTAli_AT!ON OF FINAL STRIPING, "CAT TRACK" LAYOUTS SHALL BE APPROVtO BY THE CITY OF NEWPORT BEACH. NO NEW SIGNAGE IS TO BE INSTALLED UNLESS OTHERWISE NO°TED. REMOVE ALL CONFLICT'NG STR PING BY SANDBLASTING REMOVE ALL RPM'S CD PROTECT IN PLJ\C[. @ INSTALL STRIPING PER CALTRANS DETAIL AS INDICATED. @ INSTALL PAVElvlENT MARKINGS PFR CALTRANS STANDARD PLAN A24A., A:?4B, A24C A24D, AND ;\2'+E. Q~ ,NSTALI SIGN PER CALTRANS SIGN AS ;NDICATED. DATE BY DESCRIPTION REVlSIONS REVIEWED .-4-,, cl~ , ffe- ANTONY E. BRINE JlCE45521 DATE CITY TRAFFIC ENGINEER II -20 -IZ APP'D. DESIGNED DRAWN PA PAy&J CHECKED DATE BL 16 NOV 2012 ,,_ 6 __; LIJ O'.l L.,.J z ::J \ _.;; .;_;;-_···---~· ~ \R/W ~ C-4707 SIGN & STRIPING PLANS MESA & ORCHARD DRIVE SANTA ANA HEIGHTS PAVEMENT RESTORATION CITY OF NE\NPORT BEACH R-6014-S PUBLIC WORKS DEPARTMENT SHEET 14 Of 18 ,. :r J ' • './) L 'J_) L :t !o 10 :w ,,.,, ! i / ""'L_ ------R/w\_ ----. ___ 1_______ 1 . ----~~------R :)-__ f-----r-, --+--- '> Hi? I:'.) ;f---- 1 12" rll/1-!ITE i ~ (/) f2. ;--C ::c 0 c2 ' ' ••• . . J•;ci) -(39A ' --' : • --------------------------- --,-----------------_r;.,_--------------~-----,-, __ -_---+--'----------------------•-=:::------~ ~~":_---__ ~---,l~~·-_-_-:_-_~-:~_-=-'."._~~-~;~~"._"._"._~=_=_:-;r_~~~~-:_-:_-__ :r ---__ -_,_-;_~-----:;--,c ;-_____ ,_ ----- :STREET I 'f,/W CYPRESS STREET RECORD DRAWINGS These Reco:-d Drawings hove bsen prepared based on information subrni:ted, in pcd, by others. While tf-iis i"forrnotior Is be:1eved to be reliable, City of Newport Beach is not respons:ble br its acc1_;racy, n:ir fo, errors c;· omissions wh'ch may have bP.f!r, t,.-.,cor:::iorated into these pians as a result. ,, 18+00 SCALE 1" -40' -3 00 it~ ,----~ ~(f: --·· ~--'-· --···' STRIPING GENERAL NOTES 1. co,:TRACTOR SH.Ale PREPARE AND 1°ROVIDE DOCUMENTATION LiSTING LOCATION, LEr,IGTH, COLOR, MARKING, AND STENCILING OF EX:STING CURB MARKINGS BEFORE REMOVAL OF CURB AND GUTTER. 0 STRIPING DETAILS, MARKINGS, MARKERS, ETC. SHAU. BE f'ER STAlc Of CALIFORNIA. DEPT OF L. rRANSPORTATION STAl1DARD PLANS, 2010 EDITION. TFMPOf,ARY TRAFFIC STRIPING ANO MARl<INGS SHALL BE PAINT APPLitD IN ONE COAT AND AS SOON 3• ·"s POSSIBLE WITHIN 24 HOURS .AnER THE F'NISHED COURSE OF PAVEMENT HAS m:rn /1PPLIED FINAL STRIPING SHALL BE "SPRAYA.BLE REFLECTORIZED THERMOPLASfic" APPLIED Al .A MIN:MUM '➔•• THICKNESS OF 0.45 MM, CROSSWALKS AND LIMIT LIN[S SH/\LL BE APPUED AT A fli1iNIMUM or 0.90 MM. ALL LIMIT LiNES SHALL BE 12" WHITE UNLESS NOTED OTHERWISE. REFLECTIVE PAVEMENT MARKERS SHALL BE 3M SERIES 290 VERSION OR EOUivtLENT WITH ClJI.SS S. REFLECnVE FACES. 6. THE FiRE HYDRANT PAVEMENT MARKERS SHALL BE LOCATED PER CNB S1D-902-L. PRIOR TO INSTALLATION Of FINAL STR:PlNG, '-CAT TR.A.CK" LAYOUTS SHALL BE APf'ROVED BY THE 7. C'TY OF NEWPORT B[ACH. NO NEW SIGNAGE IS TO BE INSTALLED UNLESS OTflERWiSE NOTED. 8• REMOVE ALL CCNFUCTING STRIPING BY SANDBLASTING. REMOVE ALL RPt.fS. 0) PROTECT IN PLACE. G~ INSTALL STRIPING PER CALTf<ANS DETAIL AS INDICATED. G~ INSTAL, PAVEMENT MARKINGS [0 ER CAL'RANS ST.~NDI\RD PLAN A24A, A24B, A24C, A24D, AND A24E. <cf :r:! o-I :::J' o, {I) I --1 C-4707 REVIEWED l--+---+-------------+---l,7liiNITTQWNY~<E.'B'"R1""Np:;;_ 45521 CITY TRAFFIC ENGINEER DATE lf-ZO-IZ DRAWN PA PAy & JV 1--~--~---------------~-----------··=---+~~-~--! CHECKED DATE BL 6 NOV 2012 BY DESCRIPllON REVISIONS APP'O. DESIGNED SIGN & STRIPING PLAN CYPRESS STREET SANTA ANA HEIGHTS PAVEMENT RESTORATION CITY OF NEWPORT BEACH R-6014-S PUBLIC WORKS DEPARTMENT SHEET 15 OF 18 C I '-,;:_ ' .0 c.Ll , CJ SY!"1BOL ! /'"1ANU/-'ACTURE ! IRRIGATION ' MODF! NO. DESCR/PTiON LEGEND VALVE NO. ► APROX. GPM \j/ TCRC ____ :'570Z-12P-PRx-cor:::__+12 po::, UP SPRAY HEAD 'vV/ (X-Fl..O\>./ PRESSURE REG .. CHECK V;'LVE) I ~ Gi<l'.::,\V.ALD @J • RAINE,iRD DWPl<V RAIN MAS7ER EVOLUTION DX2 44 ! 1• .AUTOMATIC !Rf<IGATION CONTROL VALVE I --- ~8 S,-AT 0~ AUTOH?'.\ TiC !R.RiG/'.\T10N COt-..... T'.<.C)L_:.::< ("2 sT,,::i.._-;oNS .Ak=:: ::=oR BC2iST::.\_ .s·1 :P,NOSC . .L\PE) QUICK COUPL'N6 VALVE -----r------------+---------- i BRASS BALL VAL VE UNE SiZE 0 1 M,A.TC~O <. \ _/ GRiS\\/i~LD lIJ FEBCO -----r-1AIN LINE j -RECORD DRAWINGS ii 'I These Recocd Drnwi-,,s have been preoc,sd based oo nformalion subcnitted, In pact, cy 1 c~hs~s-While :,is i.-,f:Jrrn:1tior is t-;elie·.;8d LU be rel;CJbie, ·2ity of Newpod E-eOC7 is no: •esoo:-,sible for ::s acc-_ro::y, nor for errors ,.:,1 ·)missions wr"ich may hove b2en incorporah:;d inlD th::::~e µIons U'.o o r·8s1...:lt. 754 SERIES ' GRIS\V,ALD 2000 i SOLENOID VALVE (NORM/•LLY CLOSED M/.\S-ER VALVE) EVFM F _0\1/ SENSORi 825Y f<P -·--- .. j REDUC_Ec?'<ESSURE B,",CK Fc..O\>./ DEVICE __ : py·c SCH. L-C) -:~:VC SCH 80 UNDER PA\/Et"':EN"T) --i PVC C:..AS::::, 315 2027'1 ACACIA ST., SUITE 120 NEWPORT !!EACH, CA 92660 TEL (9,119) 251-11999 FAX. (9'19) 251--0899 LANDSCAPE ARCHITECTURE r ------ ---- ---- -: i Gc::NERAL NO:ES: A_L ?!P!"-iG /\ND R2LAT':'D l'.<R!GATiO"-EQUIPMENT SHO\V°' :'-J ?1\'✓:':D .ARc,AS IS FO« C'-.ARIV CNc.. Y. ALl.. 20-..JiPM::NT TO Be: 1N'.:TA, .. L2D I'-.,, ?LANTED A<'.E,i\£::, WHE'; POSSIB:...i=:. TH1:::: l<l<IG.ATION SYSTEM SHA __ Be: iNSTA_L;::D BY A coM;::o::T2NT ~):\"JDSC,A.:;:>E CONT:?ACTOR EXPi=='<'.IFNCF'D IN <<!G,A.TION IN::::,TALLAT!CN A.N:J TH::: B.AS!C FUND,A."':::"-TA'....S OF" !TS HY:JR",LJL C DEM,A.N:JS. T--l:: lf<;:'.2JGATION CON TRACTO< :::,H:'°'L-F:::L-D S':::...ECT ,A __ :_ !<RIG,"\TiO'; NOzz:_cs AND .A<< PATT:::R'-:S TO OBTAIN 0,..-1 '1uM HE,"O TO H:'.,A.D CO\/ERAG·E: \V!TH THE MINIMU"" OF ov:::::::-SPR", y_ TH::: !<'.R!GA:IOi'; CON TRACTO<. SHi'L'-GUARANTEE ENT'<:= SDQi';KL::::R SYS,-F"'. .A.GAl'JST D::i=EC:i'✓E MATER,ALS A"-:::::' \VC•r<KM,ANSHD FO< A PEQ•OD 0"' ON:= YE,i\1< ""ROM ::)_ATE OF A?Pi<OV,AL ::::HO,)LD l'°'N"' R:::P,A.IRS 3::: NEC:=SS,ARY OU<!"'G TH:= P21<!0D, :"' 0UE TO :Ji==F::c-1v2 MATr<.1,A.;_s O<. \,\/C•RKMANS;....JIP, C01'-s~TK4-C!OR sr,~;__,_ ;:;z.:::.::::AIR ,A,T ~:s ~.xP;::Ns:::. CBSTRUC..,.!0'-IS \'IH'-" v·-c:,T'CA· oa.--o ,r-1 'r7~ Cr, ·-1 ,-;---·c 3nxc::-r--;-o,::::::T ,r-c.rrc -;-c:,c::::c ,::;,-,.--) ., ,--::;-7-::;;:::nc ,,. i := -...J =~ : , L.-l..,l::::;i, K:_;v i'--"1 -... .......... \U ! .-1 1 !::=......,..-' .._., i..-'.:::), :::i ;-.,.,J.,......_ _,v1 1 , _,.,, . .._,1 __ :.:::,, ~ 1 '..J.) I '-J I Li<:.r -K;__ \rV!Tr-1 THE SPRAY ;::),ATTEF<,N OF TriE S?Ri'-JKLC:< H==A..:Js so ,AS TO '.:'.X<E\/==i"-,T p·,<o;::·2:< CO\J=:J<A,GE, TH"' IR<IGATIO!\ CO!\TRt--\CTOR ::::H.A:...L :::;IEL:J .ADJUST THE S?Ri"K'-::< SYST::'1 SY l!'-..'.::TAc..U~G _A ' QU,L\<TE< CiRC_E O< HAL~ CIRC~;::: '.::,DQ.l;'J<L:'=R H:SAD 0~ EACH SIJE OF TH;::: OBST<~CTiON SO AS -:o PR.0\/iDE P<OPEK ccv:::Q,,~GE:.. ,L\LL A::t:GSTME"':TS :=,H~\.L~ S-S __ M,t.\DE= ,AT NC) ,t\:J:J!TIONA_ COST (TY;'.J!C,,A.L) . -:-,--- ' i i ! ' ' ' ' ' . / /·,_ . ...-::;;:;,__, trSI ~-,.-":::;:.,-.------'.3/!.- .. \ ~ \' 0 ~l I. c'- . ___.:,;;;::. / ·rz CYPRESS STREET 1 1-12· • I ' CYPRESS STREET APPROVAL RECOMMENDED: ,~)~ Patrick Arcinie~ /1' i;. I , I .. -I ~: '/ ---1--- I \ .,..__ 1,.,,, J [j ;:'">, ~ , l:'.'.._ e------'-~l=:i'-__ J -·, NE\V ·vvt:... TCQ MEl::-1< / FO!:2. PR.C.JCCT ~?C.E SHEET Df<:E:::>,A,f<?:J SY ,.t.,:_ DvS0°"-.: FOR !K\VD ""!ET:.:R -N:;::/f/\L_.1.,:r:o~ I;,.«_;) ' \!;'----· --\l.·' ~ \ \\ 1 !'1/".Si;:::< V/-\~_vs_ /-\NO c:.-c·\\/ ss~~sOQ \ 3,6..C<.;::-:,,_O\V .. -OCATON \_ ________ --------·----- 2 3 9GPM --------, r r RCE 70740 \\ ·20· \1..1---1-----+-------------------I----J SENIOR CIVIL ENGINEER CYPRESS STREET SANTA ANA HEIGHT LANDSCAPE RESTORATION DESIGNED: DRAWN: D.P. D.P. C-4707 R-6014-S CHECl(ED: P.A. DATE: 10-4-12 NO DATE: DESCRIPTION OF REVISIONS APPROVE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 1G OF i 8 :'iH-1:)0R 1E:KMI:--,!,',,: SOARD ''PC"DX.25'1' iH'.')1Dt: '."":Of,f'."ROl.!.'.::::S. TYP:0\l \-.:Ot'-lN[ CTk)"-J:'; FQR F~O\.V SENSOR RAIN iviASTER® EVOLUTION llX2 • flOW SENSOR INSTAllAT!ON ')iRffTION OF F~()'_A/ 10 PIH: D•/v,/HERS Dl,\\i::~~,<,l::Jt,l ',1,,: EXAM?LE: 'rTf-' IY"'( 5 SPI iC"f WiH"S \<v w;,1 ER'-'•iOC:f- ;:o-NLC~OR ("'RCVID[c1) ' • ' 1()fil 1\ i ' I ' \ I 1\/ NU VALVES, ''\ff!UCER!J, OR ElB'.)Vs'S 1\\J ft-1iS :\RF J\ mx ·; 5 PIPE DIAMETEl'!S DiMCNSiON 'B fOP. 3" fl OW SENSOR, DIMENSION 'A' MINIMUM 30" DIMENSION 'B' MINIMUM 15" I I '1 i ( ' Upo" co1,1pieiion of the physico: !nslaik,lion of lhe How ;;en~or, c:ompk':ie 1hc wiring connection from the flow sensor to the DX2 controlier ' I I' • I • ' ' oy o .. ow:r;g fne pwceavre rY2lO'W. TURN THE POV/ER OFF /lJ THE CONrnOlll'R 2_ At the flr:rw Sensor. Connect 1he BLACK w/r,: of ti ie Flow Sensor to tht SLACK wire of-the "l:V-(AB·-SEN", s.ensor coble. Conned the \ft/HITE w;r;;, of th,:, Flow Sensor lo the \-VHffE wlre of 1he "EV-CAB-SH·.f', sensor coble. .;-Use r:-ie,, weqt~.erprcof ccrmedor:, provided with the How Senso ... !o make d1e c:r.:in:1cc1ion. J. At the co,-,1roiler: Co:1ncc' Bl4CK wire of "EV·CAB·SEN" lo "INPUT 1-" of he SE~JSOR TERrAINAL BOARD (PC·DX2ST\ Conncc WHITE wire of "EV·CAil·SEN" to "INP!.ff l+" d the. SE✓SOR TERMINAL BOARD (PC·DX2ST. ,t Turn POVVER ON ot the Controi:er. 5. Set lhe R•oin {/\osh;r "K'' and ''OFFSET" values for 1"ic f!ow Sensor ai il;e ,:oi-,troi)e,.-based on lhc t-;pE:' and size-of !he f,ow Sensm insta!:ed. REfER TO THE !ABIE PROVIDED WffH THE FlOW SENSOR FOR CORRECT "K" AND "OFFSET" FOR YOUR APPllCATION. lrritroi P0.rt l\lo. 500528 Rev. C Evolution DX2 Stainless Steel Pedestal Cabinet Installation 35" Overall wiU, top c!osed Mounl;ng Template lrritroJt provided for easy inst"li"lion !rem De.scriotkm A, B 2" c-r:mduit -station wiring 14" C l" conduit ~ communication ---------- D AC p<>we, conduit I E 1" condui~ -sensor wiring 7 1 ------·- f Extemol antenna G Grounding rod Bolt and Conduit layout Rain ,'I/aster is a tectmofogy-based, innovative, environmentally sensitive company dedicated to providing water management solutions to the irrigation industry. I .I ,. i 39 0·3 Rc;vo.; r\ve-r:ue, Sfrni Va!!ei CA 93063 Ph: HC5 527-4498 Fax: 805 527 2813 RECORD DRAWINGS T;-,ese Record Jrowl1,;s ho,·e ::::,een ::.repored bo3ed on information sub01itted, in port, by others. While Lh's ir,f:::irmotion is Oe!ievec lo be ,-eiiable, City of Newport Beech is not respons'b!e fo;, i:.s acc:AOC/, ,..er :or errors or ornissiv1s which moy have beer, insorporoLed fn·,_c, J1ese flans as :J r2sult. (,)--- l 24" COil.ED \>/IRE '..,E.,'-J:.)E,.<_ 2 WA71":R PP.GIOF 'W1~ CONNEC!ORS 3. VALVE IDENTIRGA.';lON TAG. 4-. EL.~CffilC r-·!A'STER V.AL'v:'..":-- feE9::J.': TC 12?.lGAllON LE$END F:'.::l<'. MANUFA:;nJ~ />ND t'-"CC€L 5. VALVE OOX "\M71-I CC..'\/E:R 6. FNSH 6RA~E-VALVE B.'JX TO P.,E :ou~SH \VITH ~•£: IN TI.JRF ~AS f',.N'..) ;:;: A:30\/E: GRAS:>£: .:-.J GP.OUND (£,VER I SHRLB ."-...'<'EAS 7 BRA-.SS "JIPPLE, (0...0.SEj. ," dci~t,9~o(J @;, "',S."' ~-ey @ ® t ""- ' ' ' l \::) 8. BRASS UNION --------0 9. BR..~S Sr'.1.LL \/,t.,,,L VE n.::: OMMON RED 13RJCK -R::rJR (.i) RF.GlU!Rf:D. 11. P<1::?,SURS MAIi'-! L.INf" DIPING -PEFEI< "TC i~GATION •.EGEND ';"QR f','Of .A '-!D SIZE. 12. PEA t$R.4.vEL., MiNIMU'1 DfPn--1 Of' '.:? 1('.[CHE.';c', . 13. Pv'C MAJN LINE PIP!;-.JG -TO 1Rf.'J6. V,1>,1..\/E'.S. Rf.e'F.R TO 11<12.IG,AY...JN U:'62'.ND ~01<. ~'Of: AND SIZE. 14.PVC SCH 40 MALC:: ,'-,DAPTF-R 15. VAL.:v<;; BO>( ccXTENSION l<E14OTE CONTROL MASTER VALVE \,VITH 8p..J_L \/p..J_ VE t UNION 3" ------------- > >> > >>> :T~Tl? ll~iTT=-.T-J<-: .. ···~ .... ,.. ......... ,,_·· ..... ,,:1!~'.t\18·,,-0:=:=:=:=:::: =:!!...'.~,:-:~~'"""""_ ., __ , ,. ,. ,. ... ,. ., .................. , .... ft ,_ ,_ ~ ft ,_ -' ,_ A .;. A A A ,_ A A ,_ 6 ~ ,. ,. "' ~ ,_ .... , ~-... A A ,_ .;. A ft 6 A • " .-. , .... ,. .-. .. ,.. ., ,. ,. ....... , ,. ,. ,. '-'-ft A A '-& A A ... ,. ... ... ... ,. ,. ... ... ... ,. " ,. , . .-. ...... ... '-A A ~ A A A A ft • ... , ....... ,._ ........ ,., , . . , ...... ,. ,, ., ' ,. ... j, ., .. •. FiNISH GRA:JE 2 APPRO\t'ED B,t:..e:K~ILL 3. pQp .. LJp SPKA.Y HEAD 4. PVC SCf--80 NIPP~E -A." ~IN. LC:NG-:-i 5. PVC TX T 90 DEG. STRcET EcL 6. P'\/C SCH 80 -6" LONG 7. r-'IP,,RLB< STREET EL-'..... 8. LA TE.R.A.L. Li NE PVC: TEE 9. LATERAL LINE Pl?E. SIZE 10 NOTED ON PLAN 1C. HAADSC.A.P:: SURF,A.CE (\,vl-!E~E A?PL!Cfa-SL~) 1) POP -UP SPRAY HEAD i!0271 ACACIA ST., SUITE 120 NEWPORT BEACH, CA 92660 TEL. (949) 251-8999 !'AX. (949) 251-()899 LANDSCAPE ARCHITECTURE l 6"t4N. ' . ,I ~-----l14 \ o \ g Og \1iei'\i21}fgei~: of!J"rJ't},9tJ/°';h:,,£.II. . \•* ,, ~-7"" r ""• --~ I ·"1 ' C-7--·- / r :):z:=s.SURE :--1>.r---: U"'IE ,:::-,;::O:"-,iS. .. ;;:.;~F:':R --:-c 'R.'<.:G."-,T:01'.: u;::scND r='C)K .,--Y.:O[:: _q',_J[1 s·=,::. 4. :::~Ec·-r21c c-:::::1,.;T<CJ:_ \/f--'-....-V:'::- '<-E:.F<::R TC :J<RIG.,'.\T!Ot-..: _5:(-::'2]'..jD 7:J SC-sc.:: 1"-;.Pi::'~E (= i1':Cr l .. ':::1'-...,S:""'"1 f-u::.;~:-..;) A~,::__--; SC.>-1 40 t;:: __ :._ S Fli,._-57 ,SRA..:JS:-\/,6.,_;__\/,:C. 3C'X TC 3E Fl J::;'H \V-TH G;;?/ .. CE !N ···u<F ,,:y<,;:=_.36 A'J'.:, :;,,· _;;,._130\/E REMOTE CONTROL VALVE WITH BALL VALVE~ UNION \ c.:.r:: ,., c.c., ., l'•"'•::::>I :.: ,.. •• : ,.-,~ F~ j '--';--.,'-'.__,~ I ',IV '-----,C c...,...I -.,1....7 / (7°'\, r-.:,~ ;,,,_~c. -::;,,c-r--.,,..~c c:,Tr:•1:::;:::T -:.1 , \.,.~__./ ,,,, -./" _)_, _, / _..'C-0, _, !"'--.,--_ ..... L... QUICK COUPLING V,ALVE -IN BOX llSCAP£ ,'il i-. PfD . lmse !iii. 3895 "' 6" 'MIN" I f-4------~ ;."-,.-,-,-,-, -,-,-,-,-.-, ~, I +>:,>>>:-:,:: ,: ,:,l--..------....... ...:1...,..... ~,. ,, •'• ............ ,, ,. .-. .-. h~~'';.::-••"" .-." '•,. ."•,; ,.";. ,-. •' '•,_'• ,_" ." A A ft .-. A ft ,. A A ft ft ft (3 '...__) -~ ( 4 \}-. -~.1 \, ___ ,,/ '~ '""'}----t!:U:li:lll\:llli:lll!:llw:i]lJ \=. Q' MIN 1. HK<DS-CAPE EDGE (\AIHEf<E APPLICABLE)" 2. TRENCH 3.LF,TERA-..L UNE Pr?iNG. 4.Pl<ESSUl<E !",AJN LINE PIPING. S.CONTf<OL \1/ll<ES. TAPE AT 6 F. 0.C. 6.CLE.AN . .APP'<:OVED 6ACKF,LL MATERAL 7.FINISH GRADE. REFER TO IRRIGATION S.PEC!F'C.ATIONS FOR ADD:70Nf'L l!'sFORMA~,ON" TRENCHING APPROVAL RECOMMENDED: r~,v7 . . \~(,AJ Patrick Arcin(eg~ (2) '-_/ P..A.'J VIEW LEG.Et,S· 20" .X .30"' KCCTA.~S~~-<;<-< \/,.,'\ .. _\./E SOX. 2. :L" ':--( ;9· KE.CTAl'-....G!...J_/4-°< \//~J...\/E sex. 3 !C. 0l4\M'.::.TE:f< C:KCL .. i__,L\k Vr\L .. \/E BQX. 4. :::DGE cc: HAF.'.JSC-6-PE S:...l<.FAC:=.. ETC SET V,"'-'\e-VE 3CX ,6..i'-,,,~ \/.L\i....VE -~""?s=:---iBL..-I',.; GROL;NDCC\1':EQ I SHR;JB ,A.:.'<EA \VH:::l<E PCSS:3LE. INS_.,...,A._,_ ;'-,, Tvl<~ O·'"-JL.. -v 1::: "TH::.1<E !S 0,C A::J_J/>..C:='\T Gr<OU:'<D C::OVE!< SET \/A~'v'E 30.x:::.s 2 1---·AX ~-~iM .A.SOv::.: G<.ADE 'N M...;~CH CO\/::J-2. CK G~O'.....i"-i:::·COVE!< -1 Si...,f<-.J3 ,~f<:E:..AS, S~T F_ .. '.JS+--i \\/TH ~-0-.,!SH Gi<,/3.,D? :~ TJ<F .~<.:::::,.,:,,,s. ,,:.\\/0'':J ~E.6s\/'Y' CO!'"tl:-'Ac:::o'-J or: SO'L ,,;::,._;2:00~s VA_ v::: soxEs TO ::::i:;:.:::.v~:,,rr .,..HE 1< c.~E:::01<r--1c,.T.:::::Y-< / c~o ~-~Ps:=-.::. SET v/~L v:=. BOXES Q_l\<,i::S..LL::::_ :o O"'-J:=. A~C)TH:::< ,4, "-.JC' P~<s::::J,:),~~;:....A<. --;-o EDGE. ,:::~N··-:::::K 'v;c..._v::: BCX ov:=R \1,AL\/C TO :7 AC'l... Tt-\T~ SE<v:c:r--<G a= \/;'\L.VE VALVE BOX INSTALLATION 14 SHiC'.;:C ;cc\ 3~.::e::0~,]'), FJC.IJ.'0~!<":C (~ZBC .. ~CC-,:; ~)v!C:'.::;: :'.:-:::,\TID C_.,'W .';S:.'E'.]~ -~-Al"iLC"i': ',EL BAGKFLOV'i PREVENTER cp t ' i ' ◊ ,,,,,.., ~:,,.,,_./ ~ • .,= ® ,': ( .. --, . ·.,:_r,~.,;.,: ,,..-........ (;'I I 00 \___I l FINISH GRA::OE 2 2" N G.C.. Fl.JSH IN L.S.:v/N 3. \/AL.VE SOX HE.AT 3<':i}.,.''¼~' 5.\/ \\l/ 2" H;Gh CHA~i'.\CT"E:"<.S 4" PVC MALE ;>D,AP:c:R.. (:YP.) S. Bf<?SS BALL Vf'L\/E ,"'"_.r-'-_/ 6. B'<.,C\.SS f'~;;::pt_e. 7. 5R£\SS UNION 6. 1 CL" FT" PE". GRAVE (MN) 9. B~ICK OR CCNC< SUPPORTS. 1C'. P\/C "'1,C\i~LINC l·•-.J''-/D F!TT1NGS. BRASS BALL VALVE C-4707 ,,.,.da.13 . -SLQll!;t.Tllfl£ 1 -;:,() ;,_;_ RCE 70740 11<2o-l '.2..1----+.------1-------------------1------1 SENIOR CIVIL ENGINEER CYPRESS STREET SANTA ANA HEIGHT LANDSCAPE RESTORATION 1------~~------ll.,.,.,., -···-----1~----------------------+----r-------------------------,----------1 DESIGNED: DRAWN: R-6014-S O.P. D,P. CHECl(EU: P.A. DATE: 1 0-4· 12 NO DATE: DESCRIPTION OF REVISIONS APPROVED CITY OF NEVVPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 1 7 OF 18 PLANTING SPECIFICATIONS SCOPE OF WORK PRC)\/:D~ 1~LL Li\[~CrK__ EQl.J'PMEI'.:·-. M/£\-.-E<'.'Al...., ,A:~G' ==-,Ek\l1CE~) NECESS-.ARY-:'"O CC)MPL_E-·iE TriE FiNiS;... GRACJ:NS. SO:_, __ PKEPAK;:~,TiON, PL ... P,NTiNS, .~~JD 1'1f\ NiENi\NCE A/3 SPEC!:.:;ED. A. GENERAL WORK PROCEDURES, \\/C!<K PRC·C;EDURES s~~_,t\Li__ f'.CLL()\\/ BEST c.::us-,-OM.A::Z.Y :)f<,_A_C:::'ICE. ,ALL M.A..,..E:::.:.,;:::.,~_s .S-~_,6,LL 3E BEST ,A_\/,,.b,LL\BL-E. DO NO"": BES:i'✓ SO'L PREP/~,K,,:\Ti()N )\ND r::.):__.,Al'•.r: NS Uh.TIL :i<_R.1G,ATJON \\/ORr:::: A<C)UND PLA.NT!NG ,A.REA S CCJl""IPLE.-E ,.AJ\D -ss,--:-r:.D. 2. PKE~10:s--,-EN ,-SPEC .AL CARE s:--,;.-\L:_. BE ..,--;'.\~:E:N TO PREMOiS-EN ·-r -!E SLRFL.\CE 8" OF J'.'.\LL PLA.N..,-:NG .A.REA__S ,A.ND INS~RE T--vA-Pi-A.N"-0-S ,.ARE Pl<E\iE/',fTED FR0!°""1 OR'(·r-,.J7 '.:JlJR~...J·S =='Ll\N-'!"<G OPER6.,;!0NS. 3, \\/EED!NS. BEFOKE /i\ND DUKING PRE; __ 1---•w-.j.AKY (.?RAD NG ,A,NC FIN:s, GRAD '-JG. l5·LL \NEECS AND STC::LONFEKOUS GRAS~ES. NU--:-GRASS ,.A.ND .JO__,NSON GF2Pe:.::), s-~,,l:o,LL CE C--iE!'-";C,A1..-'..... Y E;?.A..DIC,A"""t:=.:D C)R. DU(3 OUT e·v T~,.;E ROCTS _AND D .::,POSEG OF OFF STE. 4. ~PEr--7 SES SHi\_L BE K:=~--CL-Es'.\-...__; P,ND M .. A:0-. T,A.ii"..JED FRE'= OF CONS-rl<UCTO"-..i L!-IER, ALL EMP--Y CO:'-..!T~!NERS,, EMPTY' BAC::?S AND :::)EBR:S Sf-s,t:,LL BE REMOVED F"kOM --tE 5,-:-E U?C11'< COMPLE--·ON CJ~ EAC--! D_,,.c'-<YS \VORK. ,~-LL \,\/.~U<S CJR P1~VEMEN!S S'4r'\LL E:E S\\/E;:.,7T OR 'vVPSi--:ED CI_E,,L\J,-. D.ALY. B. MATERlALS 7. (Jl<-:5'.L\NIC ,A.M~NCMEl'-:7 5:;;. -o;.;z.:::s,AN'C /.:.."\..MENDl'1E:'JTS S~_.-<'\U_ BE DECC1MPOSED NIT<OGEN Si,ABiLZE[; COMPOSTEC RED WOCJD SHA.\/iNGS CUL "T'\/A!ED ----------------------------------\.l~C -op 8" SF ,ALL PLA.NT,NG /\RE,AS --------------------------- 2. i-_;UMATE -PL._iS Gf<,-~NULAK SOL CC'N[).!iOI--.JER 3'( ·~-1<.:-c·. 3. COMMERc-:::,'""''\L FER.,,l-iZEK -CS1l'-":MER.C';\~ FEi-2,-UZ2k S-{/--¾.L.L BE _AGR:FORM 78-18-6 CO,i\TED 0 ELLETS OR EQUAL 4. SOL SULFUR.-S,O!L SULFU:<. Si--_16J .... L BE AGk!CUL.'";URAL GRADE. 6. MULC:b__; s~_ALL BE ,A r--,--1 Ni~1UM OF= -~vo :NC--1f.S OF O" -2" /~(7U:NAGA FCJREST FLC·OK. i. ;:,,_Al'-,jT!NS :,A.BLETS -D[_i'•.J~i NG -:--.~BLETS s-~,"'~LL BE 21 GRAM ,.A,G::::2.IFO<-BLUE C~!P PLA,N":"!N(3 TABI_E-s. S. PLA~,(:'S .. ,A,LL PLA.r,,r,...s SL-JALi_ BE c-E,b,L-t--:Y, CF NC';2.!""-'1,i\i __ -S~O\,\r-~ \\/ELL, ROOTED, rr<EE ;:::~~OM DISEA.SE, iNSECTS, 'NSECT ~cJG'.:;; .A:--JD L./~f<\iAE. T~E i<OOTS .S~,ALL .SHO'v\/ NO Ev::CEi'--JCE CF f-.. 6.,,V.,~._c;, BEEJ.,J R.ES-RiS-ED, DEF:ORMED OR 01< BCJLt,JD ,AT ANY T:ME:. V>'~\R<E:TiES ,AND S!Z2 OF PLAi'-,., TS S~,.L\L~ BE .AS s-A~ED ON 'riE ;:'L".N. c::'L,"NTS Si-';\l-L-BE SL'BJEc~· ··o NSPEc-oN ANiD APPROVAL OR REJEC'ION BY T'7E O\VNER OR HS REPRESENT/'-:'!Vc 0"1 THE s1,·E f'>T A~,y -i~E BEFORE OR [JUl<:"!G r='ROGf::ESS OF PJ,.NTS SHA~L BE REMOVED "RO~ THE STE !,-11MED'ATELY. SPECAL CARE SH,.\LL BE TAKEN TO iN'.::,Uk=:. Tf--:/6-,--PLANTS N CCJNTA:N:::R:'.:, /~,<:: ,~::JEQ~.JA"":EL ·y· \Al~L\--E<'.ED. 9. PL,AN"T"·NG t1 X -ALL set_ B,.-J:\,CKf:::11_L iMPUTS FOK :"REES, s~_;RUBS, \1:NES, UNLESS o-~Ef<\ViSE NOTED, SHALL BE PREPARED SC'!L_ CONS-S-i~G OF 4096 r--.r..,...R.CUZED ORG,_<:\r>s.j:C /-\r---'ENDMEf".,/.,-S .AND 609-c.; s-u!·-.. ABLE EX!S7!N-S SOiL. Pl-US PQ_Yt'-1Ei<S PER -·H:: FOLLO\\/:"--JG ,.AM,~UN-s r-1YCOR!<c-i'ZAE SPECFICA T'ONS. CQf,jTf<AC-aR S 1-ALL AP::Oi.Y TRY-C ENDO 120 "RBUSCUL . .\R MYCORR-, ZAL !NOCULUM AT -c -iE FOLLOWING RATES APPi_y· A-·1 "/2 LBS-. PE< 1,OCC) SC], c..:. FOK ;\L.L ,_.-6...~CSC,L\PE _,L:,.J<.EAS TLL 'NTO so L 'vV/ _b,MENDMErs-:-s. FOR BACKF _L:::D s=os APP;___ Y ,.6,T 5 L3S. DER CL,BiC Y.-4..t:2.D C)F f"'-4iX. 75 G/;,,.t_. __ = 8 Pr\CK.S COl'-;-:--,~,c-!f<Y .....C:: 1-BCCJ-927-3:..;:1 FOR ::=:,uPPL:EKS. C. INSTALLATION. l SOIL COl'-iC>-:-o~:N·S (NO:'J SI_.C)PC r\~E,L,S) -~)--sE FCLi.-0\\/:NG _.6.p::::uc/6-..T:ON s....--,6..-LL BE Hi\DE PER ;_oo::=: SQU,-AJ<E S:EE":" or .Al<&\ AND S~AL'..... BE -,--101<.C)UC?HI_ Y PRE~"!OS'..ENED SOL 4 CUBiC '(Af<.DS O<G1\:-JIC: i\1'---';ENDM:::NT 2C POUl'<D COt---1MEi<CL---,.\,_ ~ERTL z=:1< ·100 LBS -i;-2.i-C ~,u~1l\"TE PLUS ·SRANU:..._j~,J< SCJ 1L COND:---~NEF (--6-<~_l\S \;\r..-H S-OPES Gf<EA.""; .. ER -tHAN .L\ 3:1 R.6.. T!O L\KE: :":::XE:Mp·-). 2. --REE .J-\hJD Sf~l<.L:B PL"\NTl;'--.[G cuL··1vATED NTO ~ccE TOP 8 NC:..,ES OF -------- a~ EXCA\/,L\IE PTS VV!T-\/~::::~;:C1~L SiDES FO~< ;:A..LL Pi.J\t'-✓--,--S· SHRUBS, /~i'-JD TREES P:...,-s SHALL BE 1-1/2 TMES T~-E DEPTM oc:: 3/\LLS. A,ND .,..\>/!CE i --:E1K vvn-r b) ...,..EKR✓t.-.. ::'.)0'<5 /--\G :?OL YMEJ< Sl-~ALL SE ADDED ·:o r::'L.:'.\1-...;T B./'-\CK.l-1L.L DER ---:"'}-E F=C)L .... O\V NG ~ TABLE s:>c)~JN PER i G/~LLON PiJ,,__~-- 3 TABLE .SPOO!'. 5 G:6.LLON p:.__,L:,J-, ...... 4 -'~ABLE :=:,oooi' .. 15 G.6 sL_,__(_)N PLA..f'-:T 2 !~ABLE SPOON 1/2" C,-:\UPEI<, oc: .,-REE IRl . ..:NK. FOR SPECtMEN PLANTS U\KGEK TH.,6..N 75 ::::?.,Al.LONS UNUSED EXCi=•\~v1,A.TED SCL SMALL BE D:.::::::,r:::osED ()F OFF -,--f--E ThE STE. .S:ZE ()F CO/"-.,-A:N:::.R -GALLON 5 GALLON BOXED CO'ITANER 6 \1/E c3H ____ SRL\MS 2: 126 210 d) PL-D,J'-..:...,.-INC7 !-E Gr":" OF Shf<UBS ,L\NC --12.EE C~C\Vl'\.,S TO BE 1 "!'JCH ABOVE F!i'~ S'7 GJRA.DE UNLES·S NC-ED OT~ERV\/iSE C:JN Pl ... ,AN e> COMP,".CT SC!_ A-SO,CQ~, oc: :::' -c "'."ID -RAr-~P C:C1Rl"1LY F LL SOIL ARC)Ui'sD BAL.L. OF PLL\N--USNG Bi\CKFiLL .A.S ::.PEOF'!ED A.'ID \\Ii", TER -,:QROLJG......fL . .....,, ".M,.,1F'D <-CE]'--' "Frc:co 0: .\,nN,.-:: c-.,·•E AL' --r,,EF"-T(.) rnE\IEN'" D''~AAC.CCC FnOM \\/NrJ AC.')'°'·~."" ED l) _.-,r'\, ,,_ , , .. -K, 1-.f-'I-,. . C', ._,., ,...-.,f--.....__ -F-..----', -I-"'!""'--, ,.-,I tr"\'--",__ K-S.. , 1.--,~ L--~--,/~.._.__ . g) Gt<-6...DE AKE~.::. ,,t:,J<'.C.JUND PL.1--\fs.JTS. -:-c: F NiSt-1 (:3f<J"\OE ,L\:'-JD DISP(JSE C)F EXCESS S,0..L. r-:, \\/i\..0:-E<-!:"iMED1,,t\iEl-Y ,.~,F!C:R p~,NiNG, \V/\"'EK Si-_,D..LL BE. /A.PPLED TO E.A.C~ Ti<EE AND SH<UB, iN sue~ .A M,L\NNEk ,AS NO"--(_] D:STUk3 3/\CKFILL O< MULCi--, ,A.ND ~·o -·:1E cx.-EN----,--1,.-.'\ ..... ;~\_L r~:.-b..TER.IALS :N -!-iE ~L/:::i...N-'NG !--;OLE ,ARE THOR.C·l_;GHLY S/\TUR.L\""":'"ED. (SEE PL ... /\NT!NG DET,;,\,LS FC"")f< \/_.,:\J:?_,~-!ONS Fl<CM /2>,BQ\l'E,:· 3. G!<OU!'-JD COVER /\Rc:AS PLi\N'--N,'.:::7 p:~·s F0f2. Gi<.OUND CC)VERS 5,-...,_ALL SE 4' .XL"', (JI< /~[:EQUATE~ 10 /\CCED-· "1AT::=J<!/\L FR.OM FLATS \Vl-rOUT CR!..)S~;NG OR DEFORMi>-JG ~~E Koo~-B,A,LL.. PL..,A..N-,-.A-· .SP/\C:NG.:? /\ND !N A<'E .. A.S :ND:C_A-ED C 1"-...i """.""HE DRA\ViNGS. SO!L Si-iA.LL BE FiRML y ;:::!<ESS::D .A<.CUND ::.,A,Crl Pl .. b,,N~-, ,AND -:·HE EXCESS SC:L f<Ei-1O\/ED •=r<oM ""':""HE ::::2.(~\\/N. EAC-SECTIOl"J cir-: GROUND CG\/Ek SHALL .. BE !~1"1EDiATEL Y \,\/A-EREC-UPC)N CC::1t-"1PLET ON OF PLAi',,r~:NG OR. \N 7H N ONE ~OU'<. 4, i"':LJ_CHNG CJF S'7RUI3 ,Af<EAS CON'',-RACT()l< s-:_ALL .-6-PPL_V .A.. :"'"1,:',H'-"'IUM OF iVVO li'-.;C~~-Es (JF C)" -2" l\GUll'.:AG,A FORES-FL.0,SR TO ALL. GKOUND CO\lER .ANG SHRUB PLJA,."-f~INS ,A.KE,b6 AF"-Ek cc·MP1_:::.-,-1O:---J ()F ,6-LL PLANT :NST .,L\LLAT:C./N (O!'-~E CUBIC.:: YAJ2D CC\/E~:s 16-2 SQ. . .A:"" TVVO NC;..."" DEEP.) /-\REAS LESS·-:-,.-a_.L\:'-1 C)NE !NC}-DEEP •°'"-ER s2-7·_Ef"iENT FOi< ONE \VEE< S,ALL. BE REMcJ,_Q7ED ""C .L\C,·iEVE ,laE REQU RED Z OEF> . . 5. 60 DP:'•( PL.,6,J,r-ESTAB'._::=.....;i ...... iENT 60 G,i"~\Y r-,-'/~!N-:-ENE'JCE P::::r:;2.:ocs. ."-LL e'l-"N-NG ::;-1."'LL Bi:: M/, N-."iNED (B'c CULTVA ,NG. MO\\' "JG. \VEEDING. \VATERNG. FEEDING. SPRA YIN,5 AND PRUN:l'iG) FOi< 60 DAYS Ac=-EC2 COMP:...ET:C:--.J /;:.,ND /~CCEP--ANCE C~F ,t\LL PLAN-!"-JG' /\U_ s:-1f<L.Je::) /6,ND 'REES NO"' U\/ NS ;:-\f=TF-R 60 DAY p:__/6-.,Ni-ES"'->6-BUSf-"'MENT /\ND 60 o,.o.,y M,..c'\"l<TENA.:'~CE S~P,U_ BE REPLACED ,,:\ F!N,.6.,_ t'--JSPEC~:O!".J s~/~'-LL. BE t"-"'t4\D2 B'( -'7E CVVN::s2. C;R !--IS OR HEl<. REPR2SENT2,.,-!\/E 70 \/Ef<i::::-Y-T c-12. FOLLO\VING: f-EA.L-..-·1Y, P~S-.-FREE PL1}..,Ni t'..,.tb...i;:::;~\-b-L.:.:::,, \/:,AC;L.E \\/EED FREE GROUND C0\1EK ,A.QE_AS, S:"/\K:NG CJF ·:·REES. t:.--r-c. GROUND GOVER SYt'1BOL BQTAr,_,;ICAi_ NAME NOTE: /\LL r----A:.;s PL.Af'-.JTE:r.) SHRU'3S .At-.JD GROUND COVER SHALL SE PLANT"EC Ai E:QUAL SP.ACING (TRLANGUt-AR) U!'JLESS OTI-iER\.'v'lS!:! INDiCATr:2:D ON PLA~S .. SEE LEGEND F'OQ SPfo,:::::lNG F2E.Q01RE:MENTS. MULC'--i AL~ PL_.a,J,triNG .A.1<EA.S PER SPEC. GROUND COVER AND SHRUB SPACING C1A l CRO\\/N OF Pl_ANT TO BE 1' .ABOVE FNISn G~E 2. 4" HIGH -:'EMPOR,A,RY BASIN. 3. 2" "THICK E?.,HRE:DDED MULCH DO NOT USE BARK CHIPS \M-IERE Pc.AN CALLS FOR MULCH COVER 4 FERT!LiZER .AND MYCORRHLZ:AE TABS (SEE SPECS.] 5. BACK"'ILL '1IX (SEE SPECS.) 6. D:G HOLE,", MIN. OF 1 112 X THE DEPTH OF Tl-lE PLANT CONTAINER 7. COMPACTcD BACKFILL PER SPEC NOTE: UNTANGi....E hATIED ROOTS BY LOOSENil'-.G ,.a..LL Roars AT EDGE Of'. ROOT BAL...t-WTTH WA.TER FROM HOSE. DO NOT CRACK F,ZQOT 6.At...L.. SHRUB PLANTING DETAIL 20271 ACACIA ST., SUITE 120 NEWPORT BEACH, CA 92600 TEL (!149} 251-8999 FAX. (1149) 25Hl899 APPROVAL. RECOMMENDED: ,··,)✓ .. _..,(..,1,.1'.,!Nt-\&!&,,0· ~'-. __,,. Patrick Arcin· COMr-10N '..!AME S!ZE DESCRIPTION r::1v:: (7,LI--L ,j\<.S;:;.:: :Sl<E;:;:~ s~::.-:;.,;:.JL::::,,.r-L.2/!,,\.fSS ,:---.: <OSETI-S UP --:-c, 2 ::..~r .b..'.'~<CJ~,S '.<;;:c7~JL;.:1.J2. \,\/A.""'."E;;~,--.:c; :~~ F"' \\!IDS p;y 'E-;"..,.. A ..... 1.::.~ S/-\L. S::J="C ,.....~~ .:\L()E 'VV/ s-:-r=::::>2~--IE ·n;:v'\~,S;)LAR Lc::":'-'\VES \-\/.' ;:=-i_..;;.,f<~ -·c.,:c::-·,__,y ~:Y,J.'··-".'.Y._0 !<!'.;'.,::: ";~7\V.A<D '.'.")N 6--2" '..:);..:,..s..--;E-:-E:_::.?, Sii"-.G~:: -RL;'-..!f.:. ;:-::\/):: GP.:._ ._ov\'· = ~A..."'-. U<E ?L.,Ar---.;-: 10 78" vv,-··r DS'-S::: [_),Ai:2,-c:_ ,Si<::£"-.; ::= _cpp-,-[_2AVE::-\)vlT·-; '<E=.:· :"""5.ASE ·5 -:;,:,;~'----~!".;'.<SE S!---'KU:?: V✓/ r,;:.._;k.:_ FL::N.:~RS· ,---.;--r:<:::~STi'-.:t'.7 ,::::;:::~"' 3~;'.;...•-...jC--1 :-....J:S-s·~·::2:...;,::;:·c)<.2: ~ ·--=-''<'U>✓i;:::::;, ONE S/',~-GZ-"\SS ·:c 20·· -,.a,:....~, -::~c,4 .i2.S -~;>P1K'.::--;._if'~:-: Si-.-'~-'E:R..-\\IH:"'·t= .JR"-c:i'-;G GO.D~N) c::LO\\/E.;-2 ...,..,~\SSEL-S COMMON NAl--1S SP_,A,CING DESCRIPTi01'J ------ 0:/\-Tt\..S ---·· s:=s-AUT CYPRESS STREET CYPRESS STREET Pi<OT:::CT ii"--. :.:::i ....,A..C::;. c:::,·:::c:, ! T / __._ ......---.Aw 1 / ;.::-..:.. ____ :::.x:sT1r-..,:,s \\/.--\ __ ,_=:, ;:x<OT?.:CT : ~ :::LAC i:;_ C-4707 RECORD DRAWINGS LANDSCAPE ARCHITECTURE RCE 70740 \\ ,:20•\4--+----+------------------+----I SENIOR C!VIL ENGINEER CYPRESS STREET Si\NTA ANA HEIGHT LANDSCAPE RESTORATION ,! These .~ecor::! Dr::,wlrgs hove been vep:J(ed based ori 1.-brmatio-, submitted, in part, Cy otner·s. Whi e this ir1fc.r11ation IS !lelieved to be reliob c, City of N:;,wciort Geach ls net ·e::;po1"'s'blc for it$ :::iccurucy, r:or for errors or cmissior1s which -noy hove beRr1 ln::-:orporaled rit.::, hese :::ilons :JS c result. I'==================~. DESIGNED: DRAWN, D.P. D.P. CHECKED: P.A. DA TE: 10-4-12 NO DATE: DESCRIPTION OF REVISIONS APPROVED CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6014-S SHEET ,.s OF 'S I ! CITY OF COSTA MESA VICTORIA ST VICINITY MAP NOT TO SCALE SYMBOL LEGEND @CD CURB DRAIN [§ a, a:: < :c JOHN WAYNE ~ AIRPORT PROJECT LOCATION- ~ F <-3" ABBREVIATIONS AC ASPHALT CONCRETE (S)co SANITARY SEWER CLEANOUT MJ MECHANICAL JOINT @sMH SEWER MANHOLE NTS NOT TO SCALE @)SDMH STORM DRAIN MANHOLE ABAND ABANDONED (!)TEL TELEPHONE MANHOLE MON MONUMENT ~ FIRE HYDRANT CATV CABLE TV DWY DRIVEWAY lw WATER METER BOX & SERVICE co CLEANOUT (SEWER) ®wv WATER VALVE EV ELECTRICAL VAL VE ~ GV GAS VALVE MB MAIL BOX b, MONUMENT SW SIDEWALK -x-x-x-FENCE RCP REINFORCED CONCRETE PIPE C'-1~ fO(/, ~a If> CITY OF IRVINE UN\l/£RSl1'< BLOCKWALL M'cWD MESA CONSOLIDATED WATER DISTRICT =:::J=I=c:r=c= D TREE (] tJ SHRUBBERY EXISTING CONSTRUCTION ----PROPERTY LINE ----NEW CONSTRUCTION --_(l_ --CENTERLINE ___ _s ____ SEWER LINE -----W-----WATER LINE - _ _c;_ - - GAS LINE --E--POWER LINE -T--TELEPHONE LINE -CATV-CABLEVISION LINE ◊LT STREET LIGHT -, SIGN 0 VENT EB TV TELEVISON ISi SCE SOUTHERN CALF. EDISON wm TELEPHONE CNB CITY OF NEWPORT BEACH PB PULLBOX TS TRAFFIC SIGNAL CB CATCH BASIN JS JUNCTION STRUCTURE CB CATCH BASIN CAB CABINET GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION," 2009 EDITION AND SUPPLEMENTS TO DATE, EXCEPT AS OTHERV.,SE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONSTRAcrs SPECIAL PROVISIONS. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO CONSTRUCTION. 3. SEE STRIPING PLANS FOR PAVEMENT MARKINGS. STRIPING AND CURB MARKINGS. 4. CONTRACTOR SHALL PREPARE AND PROVIDE DOCUMENTATION LISTING LOCATION, LENGTH, COLOR, MARKING AND STENCILING OF EXISTING CURB MARKINGS BEFORE REMOVAL OF CURB AND GUTTER. INCLUDING PAINTING ADDRESSES ON CURB FACE. 5. CONTRACTOR SHALL REMOVE ALL RAISED PAVEMENT MARKERS PRIOR TO ANY GRINDING OR PAVING. 6. EXIST. SEWER, WATER, ELECTRICAL, CA TV AND GAS LATERALS (SERVICES) ARE TO BE PROTECTED IN PLACE AT ALL TIMES. NO INTERRUPTION OF SERVICE SHALL BE ALLOWED. 7. EXCEPT 'MiERE NOTED ON THE PLAN, ALL CURB, GUTTERS AND DRIVEWAYS ARE TO BE PROTECTED AT ALL TIMES AND BECOME THE SOLE RESPONSIBILITY OF THE CONTRACTOR THROUGHOUT THE DURATION OF THE CONSTRUCTION. PUBLIC WORKS DEPARTMENT 8. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE. COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS. 9. P.C.C. SHALL BE CLASS 560-C-3250. 10. CONTRACTOR SHALL ADJUST CITY UTILITIES (e.g. WATER VALVES, SCO, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS. SANTA ANA HEIGHTS PAVEMENT RESTORATION C-4707 APPROVED:Q~ A tJJ; I DIRECTOR OF PUBLIC WORKS RC.E. NO. 47961 DATE: ~t!:!d-/2._ 11. CONTRACTOR SHALL COORDINATE V.,TH SCE, GAS, TELEPHONE AND CATV FOR ADJUSTING MANHOLES, PULL BOXES, VAULTS AND METER FRAMES AND COVERS TO GRADE. 12. SCE MANHOLE, VAULT AND PULL BOX FRAME AND COVER TO BE ADJUSTED TO GRADE BY OWNER• UNLESS OTHERV.,SE NOTED ON DRAWINGS. 13. PROPOSED PAVEMENT AND CURB AND GUTTER SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS UNLESS NOTED OTHERWISE. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPLACEMENT OF ANY SURVEY BENCHMARK, MONUMENT, PROPERTY LINE AND/OR CORNER SURVEY MARKER THAT IS DESTROYED AS A RESULT OF ITS OPERATIONS. 15. ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE IMMEDIATE ATTENTION OF THE CITY OF NEWPORT BEACH PUBLIC WORKS DEPT. FAILURE TO DO SO WILL PLACE RESPONSIBILITY ON THE CONTRACTOR FOR CORRECTION. 16. CORRELATION OF DRAWINGS AND SPECIFICATIONS: ANY WORK NOT INDICATED ON THE DRAV.,NGS BUT CALLED FOR IN THE SPECIFICATIONS, OR VICE-VERSA, SHALL BE FURNISHED AND PERFORMED AS THOUGH SPECIFICALLY 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. *OHR INDICATES O'M,iER Of FACILITY, CONTRAClOR TO COORDINATE \IHH APPROPRIATE UllUTY CWPANY FOR !HIS v«lRK. SHEET INDEX 1. TITLE SHEET 10. ORCHARD DRIVE 2. DETAILS 11. CYPRESS STREET 3. MESA DRIVE 4. MESA DRIVE 5. MESA DRIVE 6. MESA DRIVE 7. ORCHARD DRIVE 12. CYPRESS STREET 13. CYPRESS STREET 14. SIGN & STRIPING PLAN -MESA & ORCHARD DRIVE 15. STRIPING PLAN -CYPRESS STREET 16. IRRIGATION PLAN 8. ORCHARD DRIVE 17. IRRIGATION DETAILS 9. ORCHARD DRIVE 18. PLANTING PLAN 0 u 0 ~ ,---------------------------------------------------------------------------------------------------------""°' E LOCATION MAP CONSTRUCTION NOTES t---------------------------------+-=---------------------------,.------------------------------tf: 0 PROTECT IN PLACE. 143" CONSTRUCT LOCAL DEPRESSION PER CNS STD-304-L '25 NOT TO SCALE 0 = SHEET NUMBER lo\ CONSTRUCT VARIABLE lHICKNESS EDGE GRIND. TRANSITION DEPTH FROM o• AT 10' FROM CURB FACE TO 2" AT 1::::J o I..V UP Of GUTTER AND TRANSVERSE JOINTS. @ CONSTUCT CURB OPENING CATCH BASIN WITH MANHOLE PER CNB STD PLAN 305-L-A o 0 COLO MIU. 0.17' ADJACENT TO SIDE STREETS AND TRANSVERSE JOINTS. 4 REMO',£ EXISTING IMPROIA::MENTS AND CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH TYPE II PER APPLICABLE @ ADJUST STORM DRAIN MANHOLE FRAME AND COVER TO GRADE PER CNB ST0-309-L PORTIONS Of CNS STO-lS3-L '46' ADJUST SE\1£R MANHOLE FRAME AND COIA::R TO GRADE PER CNB STD-111-~. 5 CONSTRUCT 6" FUU. DEPTH AC PA\£MENT ( 4" BASE COURSE WITH 2" RNISH COURSE OVER 6" CMB.) "5' 6 CONSTRUCT HORSE TRAIL RAILING AND/OR REPLACE EXISTING PER DETAIL •c• ON SHEET 2. @ REPLACE EXISTING WATER VALVE BOX FRAME AND COVER AND ADJUST TO GRADE PER IRWIJ STO. W-22 7 CONSTRUCT HORSE TRAIL PER DETAIL "A" ON SHEET 2. @ CONSTRUCT 24 INCH DIAMETER RCP STORM DRAIN. 0 CONSlRUCT HORSE TRAIL DECORATIVE PILASTER PER DETAIL "B" ON SHEET 2. ® REPLACE EXISTING PUU. BOX FRAME AND COVER AND ADJUST TO GRADE PER CNB STD-111-L 0 CONSTRUCT RAILROAD TIE (8" X 8" X 8' TYPICAL) RETAINER 2 TIES HIGH STAKED DO'lttl WITH ~• X 2' REBAR. @ CONSTRUCT 24" SINGLE PIPE HEADWALL PER DETAIL ON SHEET 6. ® FEATHER ASPHALT CONCRETE PER DETAIL ON SHEET 2. ® INSTAU. 2 2-INCH CONDUTS FOR FUTURE USE. ® CONSTRUCT 0.17' AC (l'rl'E III-C3-PG 64-10) RNISH COURSE OVERLAY ACROSS THE ENTIRE ROADWAY SURFACE. M REPLACE EXISTING WATER METER BOX FRAME AND COVER AND ADJUST TO ~ GRADE PER IRWll STO. W-1. CONSTRUCT 8" AC BERM PER CNS STD-183-L Q ~ ADJUST SURVEY MONUMENT WEU. FRAME AND COVER TO GRADE. REMOVE AND REPLACE TRAIL BOLLARDS. Q \:V CA TV PULL BOX FRAME AND COVER TO BE ADJUSTED TO GRADE BY OWNER. ®4 RELOCATE MAIL BOX PER PLAN. Q v RELOCATE CA TV PUUBOX FRAME AND COVER TO GRADE. @ SCE FACILITY TO BE RELOCATED BY OTHERS. ®7 SCE MANHOLE. VAULT AND PUU. BOX FRAME AND COVER TO BE ADJUSTED TO GRADE BY OWl'IER. ~ 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=1' Isa\ TELEPHONE MANHOLE, VAULT AND PUU. BOX FRAME AND COVER TO BE ADJUSTED TO GRADE BY Ol'INER. MIN. .• v ~ SAWCUT AND REMOIA:: EXISTING DRIVEWAY APPROACH AND CURB AND/OR GUTTER AND SIDEWALK INCLUDING ,..;,. RELOCATE TELEPHONE PUUBOX FRAME AND CO'= TO GRADE. \::;t REQUIRED SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF FUU. DEPTH AC SLOT v •= PATCH (PATCH BACK), W=1' MIN. @ RELOCATE SIGN PER PLAN. foi\ SAWCUT AND REMOVE EXISTING CURB AND/OR CURB AND GUTTER INCLUDING REQUIRED SAWCUTTING AND REMOVAL ~ l.::::J OF EXISTING STREET SECTION AND REPLACEMENT OF FUU. DEPTH AC SLOT PATCH (PATCH BACK), W=1' MIN. to"i>. REMOVE AND REPLACE EXISTING TRAFFIC SIGNAL DETECTOR LOOPS WITH TYPE E TRAFFIC SIGNAL DETECTOR @ REMOVE AND REPLACE CURB CORE DRAIN. 1.:::J LOOPS PER DETAIL IN SPECIAL PROVISIONS. 26 SAWCUT AND REMO',£ EXISTING SIDEWALK. @ BACK RU. VOID WITH CRUSHED AGGREGATE BASE MATERIAL INSTALL lRUNCATED DOMES (4' X 3') AS MANUFACTURED BY WAUSAU TILE. ® REMOVE INTERFERING PORTIONS OF EXISTING STORM DRAIN. CONSTRUCT DRIVEWAY APPROACH PER CNS ST0-162-L ® CONNECT EXISTING STORM DRAIN TO NEW INLET STRUCTURE. CONSTRUCT CURB AND GUTTER PER CNS STD-182-L. ® CONSTRUCT ROI.LED CURB AND GUTTER PER DETAIL ON SHEET 2. CONSTRUCT CROSS GUTTER AND/OR SPANDREL PER CNS ST0-185-L, (W=EXISTING). PRUNE TREE ROOT AND INSTALL ROOT BARRIER PER DETAIL ON SHEET 2. CONSTRUCT CONCRETE SIDEWALK PER CNB ST0-180-L INSTAU. STRIPING PER CALTRANS DETAIL AS INDICATED. INSTAU. PA\£MENT MARKINGS PER CALTRANS STANDARD PLAN A2.4A. A24B, A2.4C, A24D, AND A24E. INSTALL SIGN PER CALTRANS SIGN AS INDICATED. 4D CONSlRUCT JUNCTION STRUCTURE PER CNB STD-310-L 41 REMO',£ EXISTING PCC IMPROVEMENTS AND CONSTRUCT CURB ACCESS RAMP PER CNB STD-181-L-8, CASE H. CONSTRUCT CURB ACCESS RAMP PER CNB STD-181-L-CASEH. ® ABANDON EXISTING STORM DRAIN. Q) 1/) 0 _c Q_ Q) 1/) 0 "' _J (/) I C"- 0) rn LO I 0,: ,/ (/) f-w w 0,: f- (/) ,/ 0, C 41.69 FS (41.55 FS) <D <D + ,.,, <i 3' t- V, g _,o "-t- I X 23 29 18' rz I 0 0, + ,.,, 3' <i t-V, pp 41. 7 FS MAT EXISTING 41.45 FS "' "' + 3' "' <i V, 1:, 56.14 Fs- U~O....J I-W ~ LL . "'<t-Oc:,.0 ---...u=:ii.A- 10· ~~ ui lO I.() • t.O LO l{) , N "" 3' zt, ---g LOT LINE ~ I LOT I ;LINEl (59.92 FS) (MATCH EX. GRADE) 1.8% ,J / : \ l'/ SC ,1 OJIEL <.) ...JU ....J J.. .-,_J (._) I u ....JU __J \ 59 20 ....J U....J u t-LL..t--LL.. 57.xQ ~ j::::'.1.t.... 1-~ t--u...1-1.&.. • 1.&.. 1--u_ 1-1 oo+o ,1 ovo o \ ~ova qvo,o / ----o:i~~~ -----L - - --~c":i ~ -------\---G---""~ci>l-m--------"'¥'"~-~-.....,:: r--,: ,-...: r-,.: / oci oci 00 cci I O> cci c:ci co o, c» o, ci _,/ I.{') lO l{) LO LO LO lC) LO ' lO LO I.{) 1.0 F.O lO lO lO· "" N "' "' + 3' 18' 3' + .... .... 0 ro + 3' 18' .... 60.6 FS (60.4 FS ~ EB L "" 0 + ro ~ (/) 3' 60.72 FS (60.99 FS) _TV_SCE_ rz \ \ TEL g..,. 0 10' 3' 23 29 ... N + co $ VJ DRIVE WAY DETAIL "D" 63.99 FS ' I \ I 63.72 FS I / ( 634 s1 >-:-:-_ -~--:_-:--_=·:-:--_-~j-1>%-~:_--½-: ~-._-; __ : l 7 6:f54 :fS . '' 54-;:i4 FS • .. I •• - 1 ~ -· • ~. WM~;: },3%:>··::··:.-;' ~7%_ :; , '·!-,·. 63.2 F -------- .... 0 o, N + + CO 3' 2Q' 3' Ol ~ ~ VJ i-----{23 29 ,__ ___ _,Cf) 65.99 FS \ /MATCH EXV FENCE 65.12 F ' 65.7 FS (65.27 FS _ : ... _. ':-, { 5.91 FS) / LOT LI~ __ .....__ .• ....; . .:.;_ • ._ ,t..' _,,.,;-----,. 0 st ~ 3' -4·Fs·· • .. :·. .. .,..; ... -,; • -.. . 20· 3' 23 29 0 ' __ i I I "' "' + 0, <i t-VJ 66.63 FS (66.73 FS) ,1------_,,,,..'ll,,. 65.98 FS j13% 66.58 FS) 66.16 FS 66.73 FS SC~ J 66.08 FS ..· -·_.-~-·_= ••. ._=.. :=· •. ¥2 .. :: ' ."-[ _____ _ ~~~ ~~~ o oo 1:-o:t-oo • -ii;Ju[lw'>I~----G---'q1~"!J--lO if; IO lO -l()lO (.0 <O tO <O co totO (0 "' a5 "' + 3' 0, ~ Cf) 11' "' .,-; ro 3' J; ~ ,----(/) ..._,.,..._,., 23 29 LOT LINE J/ I DRIVE WAY DETAIL "B" i ~ ~ <i .... 0 3' + -=-t------'-"'--------+-=-t ro --I------'~ STA 8+08 TO STA 8+24 SCALE 1"=10' DRIVE WAY DETAIL "E" STA 8+97 TO STA 9+20 & STA 9+40 TO STA 9+59 SCALE 1"=10' DRIVE WAY DETAIL "F" I I I ; I DRIVE WAY DETAIL "A" STA 3+69 TO STA 3+85 SCALE 1"=10' + <D <i 3' t-V, '--'-' -' I-l.J.... I-l.&.. 24' 3' -"' + "' <i t- V, 00--.;f-O OV 0 --.;1-0100 roco v ~~~~ VV--.;t-lO _____ I.{)_ I,{) I.[)!,()__________________________ ------ (53.58 ~ .ON EXISTING _ _, GRADE ox /(54.37 FG) 1----JOIN EXISTING GRADE 54.11 FG STA 6+66 TO STA 6+82 SCALE 18=10' 0 0, + .... ~ Cf) 58.95 FL 59.22 FL \ I \ VJ 60.00 FL 2% DRIVE WAY DETAIL "H" t-VJ VJ DRIVE WAY DETAIL "C" STA 7+34 TO STA 7+56 & STA 7+87 TO STA 8+08 SCALE 1"=10° u:, <D + ro 61.23 FL g Eijy DRIVE WAY DETAIL "G" STA 6+31 TO STA 6+61 SCALE 1"=10' STA 7+90 TO STA 8+66 SCALE 1"=10' PROVIDE SMOOTH TRANSlllON TO SLOPE 10' MINIMUM WIDTH MOISTEN DECOMPOSED GRANITE (DG) WITH BINDING AGENT "DESERT SAND" AND COMPACT TO 90% W/350 LB. ROLLER. SHALL BE SUPPLIED BY SOUTH WEST BOULDER AND STONE AT (800) 500-1147. TOP OF SUBGRADE HORSE TRAIL DETAIL "A" NOT TO SCALE l,-, I -:a- 'b I -:a- f-1----2' ){i" X 8' TOP RAIL f-1----2' ){i" X 8' MIDDLE RAIL '23;X29' \: . , VJ ,.,, .... 23 29 "' + + ro ro <i 3' 14' 3' <i >-t-(/) (/) 2.14 FS . , .•.. :-· .• ' -.. -•: --·:.~ (62. 78 FS) \__' --------'~------"'Jj6~3.09 FS 63.05 FS DRIVE WAY DETAIL "I" STA 8+73 TO STA 8+97 SCALE 1"=10' TOP OF ROOT BARRIER MUST BE AT LEAST ½" ABOVE GRADE <D + 0, <i t-Cf) 3' \ \ \ \ 18' 3' I I \ .... + 0 <i t-VJ I DRIVE WAY DETAIL "J" STA 9+96 TO STA 10+17 SCALE 1"=10° 61.20 FS (61.20 FS) 61.50 FS (61.12 fS) 61.35 FS 61.35 FS STA 9+ 71 TO STA 9+88 SCALE 1" -10° 61.65 F 61.12 FS 61. 70 FS --------------·-· -------.... ., --- - - - -------------- 5' ,.,....,-c,,---------<..:Y" rz t- o "' 0, 0 -,,., co co "' <O 3' 19' 3' "' + ;;:; ~ 23 29 Cf) :...r-- - - - t-"-- 0 0 ,-.. N --<O u:, "' 1o + ;;:; $ Cf) DRIVE WAY DETAIL "K" STA 21+56 TO STA 21+78 SCALE 1"=10' COLD PLANE SURFACE TYPICAL FEATHER /COLD MILL DETAIL AT SIDE STREETS AND TRANVERSE JOIN --i---6" X 6" POST (WITI-1 PRE-PUNCHED HOLES) @ s·-o· o.c. ROOT BARRIER DETAIL NOT TO SCALE HORSE TRAIL CONCRETE RAIL FENCE N ... 14' 24' r---n--,---~--,,.--PRECAST CONCRETE CAP. PROVIDE MIN. OF 3/4" OVERHANG. CMU COLUMN BLOCK -SIZE AS REQUIRED . < ~1+1-~. -,_,,tt. ~ STACKED STONE PILASTER 42" HIGH BY 24" SQ. WITI-1 1---l-t----PRECAST CONCRETE COLUMN CAP. 1o I N 0, 1-1--2 ){i" X 8' LOWER RAIL FINISH GRADE 12· CONCRETE FENCE NOTES: 1) ALL RAIL MEMBERS ARE WOODCRETE RAIL, PRECAST-CONCRETE. AVAILABLE FROM: ARTESAN PRECAST, INC. (800) 511-2747 OR (310) 556-3200 OR APPROVED EQUAL. 2) MEMBERS TO BE PAINTED W/MASONRY OR CONCRETE PAINT, (COLOR TO BE SELECTED BY CITY) 3) CHANGE IN LINEAL DIRECTION REQUIRES 2 POSTS -SIDE BY SIDE. 4) END POSTS SHALL HAVE OPEN SLOTS FILLED W/MORTAR & TEXTURE FINISHED PRIOR TO PAINTING. HORSE TRAIL DETAIL "C" -CONCRETE FENCE NOT TO SCALE CONSTRUCTION NOTES lo\ CONSTRUCT VARIABLE TI-IICKNESS EDGE GRIND. TRANSITION DEPTI-1 FROM O" AT 10' FROM CURB FACE TO 2" AT \V LIP OF GUTTER AND TRANSVERSE JOINTS. ~ SAWCUT AND REMOVE EXISTING DRIVEWAY APPROACH AND CURB AND/OR GUTTER AND SIDEWALK INCLUDING REQUIRED I.:::; SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF FULL DEPTI-1 AC SLOT PATCH (PATCH BACK), W=l' MIN. @ CONSTRUCT DRIVEWAY APPROACH PER CNB STD-162-L. SCALE 1 • -20' 0 N CJ) t-:r: 0 w :r: <( z <( i z <( CJ) (/) ..,. 0 <D I °' -I 0 0 N (/) t-:r: 0 w I <( z <( i z <( U1 U1 I ..,. 0 <D I °' U1 c-w w °' c-Ul 0, C ~ "' "' -'= = C w / 0 0 <( u "O NOT TO SCALE :v C-4707 _g CONCRETE FOOTING PER DETAIL I----+---+-------------+--; ~l't£D -• PA TRICK ARCINIEG RCE 70740 HORSE TRAIL DETAIL "B" -DECORATIVE PILASTER NOT TO SCALE SENIOR Cl'IIL GINEER DATE 1\. 2o-('L DATE BY DESCRIPTION APP'D. DESIGNED DRAWN PA PAy & JV REVISIONS CHECKED DATE PA 20 NOV 2012 MESA DRIVE SANTA ANA HEIGHTS PAVEMENT RESTORATION CITY OF NEWPORT BEACH R-6014-S PUBLIC WORKS DEPARTMENT EET 2 CF 18 U1 ----, -------- N'LY P/L I I I I • FINSIHED SURFACE'\_ ! i ,- I RETAINING WALLY 10' I ' I --- -~--~ DISPOSITION NOTES QJ PROTECT IN PLACE {ITEM PER PLAN) [I] REMOVE CURB AND GUTTER CTI REMOVE FENCE/ WALL (I] CLEAR AND GRUB PLANTING 0 POLE TO BE REMOVED BY OTHERS 0 REMOVE AC PAVEMENT ~ REMOVE DRIVEWAY APPROACH CONSTRUCTION NOTES 0 COLD MILL 0.17' ADJACENT TO SIDE STREETS AND TRANSVERSE JOINTS. 20· r.'\ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH \2J TYPE II PER APPLICABLE PORTIONS OF CNB STD-163-L. ----------- C/L 60' 5 ------------- - --- NATIVE SOIL V TYPICAL SECTION STA 5+ 14 TO STA 6+00 NTS ® CONSTRUCT 6" FULL DEPTH AC PAVEMENT (4" BASE COURSE v.1TH 2" FINISH COURSE OVER 6" CMB.) © CONSTRUCT HORSE TRAIL RAILING AND /OR REPLACE EXISTING PER DETAIL "C" ON SHEET 2. (i) CONSTRUCT PER HORSE TRAIL DETAIL "A" ON SHEET 2. @ CONSTRUCT HORSE TRAIL DECORATIVE PILASTER PER DETAIL "B" ON SHEET 2. @ FEATHER ASPHALT CONCRETE PER DETAIL ON SHEET 2. 14' I t ' ' I 2' I ---, I , 1 I : t-; ., ! I 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=l' MIN. LEGEND REMOVE AND REPLACE CURB CORE DRAIN. SAWCUT AND REMOVE EXISTING SIDEWALK. CONSTRUCT CURB AND GUTTER PER CNB STD-182-L. @ CONSTRUCT CONCRETE SIDEWALK PER CNB STD-180-L. @ ADJUST SEl'll':R MANHOLE FRAME AND COVER TO GRADE PER CNB STD-111-L. @ CONSTRUCT LOCAL DEPRESSION PER CNB STD-304-L. @ CONSTUCT CURB OPENING CATCH BASIN WITH MANHOLE PER CNB STD PLAN 305-L-A @ REPLACE EXISTING WATER METER BOX FRAME AND COVER AND ADJUST TO GRADE PER IRWD STD. W-1. @ RELOCATE CA TV PULLBOX FRAME AND COVER TO GRADE. @ RELOCATE SIGN. @ BACK FILL VOID WITH CRUSHED AGGREGATE BASE MATERIAL. ® REMOVE INTERFERING PORTIONS OF EXISTING STORM DRAIN. ® CONNECT EXISTING STORM DRAIN TO NEW INLET STRUCTURE. ~ ~ @ © ® 6" FULL DEPTH AC PAVEMENT 1' v.1DE SLOT PATCH DELTA RADIUS LENGTH 11"6'4.7" 50_00' 9.69' 2i6'36" 50_00' 1.99' 14' & VARIES 7 PROPOSED HORSE TRAIL S'LY P/L I I I 6 I I TANGENT 4_86' 0.993' 54.0 52.0 54.0 52.0 54.0 - 52.0 50.0 48.0 - 46.0 44.0 42.0 -- 3+00 - • ' ~ "--CD ' . CD ,--..., -- IU . ~ -. -' .-' ...J . . -(D • (D . ..., - - --- -- F . . CD -- ~ 4+00 No. 70740 Exp. 06-30-13 ~~ CIVI\,~ ~~~ . ~ ....I 0 --:::*1-N .... ·-• - ' ' .. -.. "' ,.. ' -0 ---. N --. ,c ---~ -"' ,-.. ---~ N 0 - I:!!' • • ' -. _,, ' • -- 5+00 -- - _,, - -,_ _,, ---/ _,, . ' -v· _,, ' -v· / . - • PROFILE SCALE VERT. 1" = 4' HOR. 1" -20' SEE EXHIBIT "A" SPECIAL PROVISION I SCALE 1" -20' 54.0 52.0 54.0 52.0 54.0 52.0 50.0 48.0 46.0 44.0 42.0 6+00 N z:_ 0 N ------ 0 N I" I C) w I <( z <( ;" z <( 1/1 l/l -a- 0 co I 0-/ I 0 0 N I" I 0 w I <( z <( <( e-z <( l/l 1/1 I -a- 0 <D I _9;;- 1" w w 0-e- ;'.}- en C ~ <D <D C a, C w / 0 0 <( u / u <D REF: R 5836-S C-4 707 11 .,:::::.:...:,::.:::::::.,.:::... ____________ .,..._-r.==,::--------,.---------------------it REVIEl\£D ~ 1----+---+-----------t--ilQQ, -:. ~: -, MESA DRIVE i V PAINICK ARCINIEGIY'li!CE 70740 SANTA ANA HEIGHTS w SENIOR CIIIIL ll«;INEER °3- 1---+--+----------t----oDATE I\· Z,O -1 '2-PAVEMENT RESTORATION DATE BY DESCRIPTION APP'D. DESIGNEO PA DRAYmPAy & JV CITY OF NEWPORT BEACH R-6014-S REVISIONS DA~o NOV 2012 PUBLIC WORKS DEPARTMENT '""""'' 3 OF 18 CHECKED PA 54.0 52.0 "' "' "' -50 "' , . ft ' • ' ' ' , - 54.0 52.0 54.0 52.0 0 0 ,~N "' 6+00 . , -Q• ~R 5 X CONSTRUCTION NOTES -"' "' ~ ., ' , - - - 7+00 (';\ CONSTRUCT VARIABLE THICKNESS EDGE GRIND. TRANSITION DEPTH FROM o• AT 10' FROM CURB \::.J FACE TO 2" AT LIP OF GUTTER AND TRANSVERSE JOINTS. 0 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH TYPE II PER APPLICABLE PORTIONS OF CNS STD-163-L ® CONSTRUCT 6" FULL DEPTH AC PAVEMENT (4" BASE COURSE WITH 2" FINISH COURSE OVER 6" CMB.) @ CONSTRUCT HORSE TRAIL RAILING AND /OR REPLACE EXISTING PER DETAIL •c• ON SHEET 2. 0 CONSTRUCT HORSE TRAIL PER DETAIL "A" ON SHEET 2. ® CONSTRUCT HORSE TRAIL DECORATIVE PILASTER PER DETAIL "B" ON SHEET 2. @ CONSTRUCT 0.17' AC (TYPE III-C3-PG 64-10) FINISH COURSE OVERLAY ACROSS THE ENTIRE ROADWAY SURFACE. @ RELOCATE MAIL BOX PER PLAN. @ SCE FACILITY TO BE RELOCATED BY OTHERS SAWCUT AND REMOVE EXISTING CROSS GUTTER, SPANDREL AND CURB INCLUDING REQUIRED SAWCUTTNG @ AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF FULL DEPTH AC SLOT PATCH (PATCH BACK), W=1' MIN. @ REMOVE AND REPLACE CURB CORE DRAIN. @ CONSTRUCT CURB AND GUTTER PER CNS STD-182-L. @ CONSTRUCT CONCRETE SIDEWALK PER CNS STD-180-L. @ ADJUST SEWER MANHOLE FRAME AND COVER TO GRADE PER CNS STD-111-L. @ INSTALL TRAFFIC SIGN AS INDICATED ON SHEET 14. @ REPLACE EXISTING WATER VALVE BOX FRAME AND COVER AND ADJUST TO GRADE PER IRWD STD. W-22 ® REPLACE EXISTING WATER METER BOX FRAME AND COVER AND ADJUST TO GRADE IRWD STD. W-1. @ ADJUST SURVEY MONUMENT WELL FRAME AND COVER TO GRADE. @ RELOCATE CA TV PULLBOX FRAME AND COVER TO GRADE. /,;7\ SCE MANHOLE, VAULT AND PULL BOX FRAME AND COVER TO BE '-:::.Y ADJUSTED TO GRADE BY OWNER** @ RELOCATE TELEPHONE PULLBOX FRAME AND COVER TO GRADE. @ RELOCATE SIGN PER PLAN. -- - N --- " ., 8+00 MESA N'LY P/L I : I 11 L111 V I . ' 00 - --- 9+00 C/L 60' LEGEND ~ W/21 6" FULL DEPTH AC PAVEMENT COLD MILL ✓ -- --- ©\ ' I 3.5' . 2' I "' J ' ~-- , I SCALE 1" - --------~·--·------------------ - "' . . "' -----~ ..,_ "' ~9 -.. 66.0 ---., ~ ~ ,~ --. 0 = \~ -- . ✓ -"~ --. 10+00 ' .. ~ ~ u.. "' . - -. ~ - 00 "' ~ v. . "' .. 0 = - PROFILE SCALE VERT. 1" =4' HOR. 1"-20' - .• ~ ' .. ----- ~ ,_ -... "' "' 11+00 -- - 64.0 66.0 64.0 66.0 64.0 12+00 C) C) + "' ..... E 0.. OJ 0 ,n ~ 0 N I" I G w I <( z <( ;" z <( V) V) sj- 0 <D DRIVE I Dc' / I 0 0 N S'LY P/L I I 12· & 12.5' 7 PROPOSED HORSE TRAIL _2~ ~ES.SI~ ~'f. \,. AJ?o ~ IJ. C {i; .... ~ ~~~ M "" " 0.. >- No. 70740 20' kp. 06-30-13 ~ <1>_.,, ~ ~"' @ DELTA RADIUS LENGTH TANGENT 0 69"0'0" 25.00' 30.1' 17.2' ® 58'0'0" 14.00' 14.1' 7. 76' © 20'0'0" 15.00' 5.19' 2.64' DISPOSITION NOTES PROTECT IN PLACE (ITEM PER PLAN) REMOVE TREE REMOVE FENCE / WALL / SIGN/ PILASTER CLEAR AND GRUB PLANTING POLE TO BE REMOVED BY OTHERS ~ REMOVE DRIVEWAY APPROACH I" I c.:, w I <( z <( <( C- Z <( VJ 1/l I sj- 0 <D I [L'. / I" w w De' C-V) / "' C ~ w m C = C w / 0 0 <( ? u "' C-4707 'g r--"T"--,--------------,---r.==--------r---------------------.::J-~~ 6i 1--->-----+-----------+----< \. l ~,,~,-;,IA,) MESA DRIVE ~ "' PATRICK ARCINIEG/1_ RCE 70740 SANTA ANA HEIGHTS "' SENIOR CIVIL\.E GINEER ? 1---+--+----------+-~DATE I\. '7 O, 11.... PAVEMENT RESTORATION DAlE BY DESCRIPTION APP'D. DESIGNED DRAWN PA PAy & JV CITY OF NEWPORT BEACH R-6014-S REVISIONS CHECKED PA DAlE 20 NOV 2012 4<F18 PUBLIC WORKS DEPARTMENT w > -0:: ~l W' ~ I I I J I I J I I I ' I I DRIVEWAY -----, ~x'""'.......-==-=--=--==-=--~/ --':_""="'"""'" .F---DRIVEWAY -----, I I. BIRCH STREET EXTENSTION ii :I ' ---------"'"--------------------------- - -------I ' ,. • I I I I ' ' : I I I I I ' 6" ,w ')/i, --'ff1i11w111 ,•:'f ·--11--,, 1-:7 l ::K i i ~ i ' 0 EXT. C.L. ~ FENCE CONCRETE HORSE TRAIL RAILING HORSE TRAIL PROPERTY BROCKMAN x EXIST C.L. FENCE 9 ¾" REBAR EXIST. GROUND HORSE TRAIL IMPROVEMENTS 8" 1 = 20 ~ - I , I I I ' I ' I ' • I ' I ' I I ' I I ' I I I I I I I I I I , I I I I I I I I I I I • I I I I I I I I I I I I I I I I I I I ' I ' ' 1 rr,11----i 1r,1r-11 r-11 rlli1 ':3 • -:::::111--, 11-. 1r-11 r-111 11r-111 '" 11r-111 -~ "71· M1 .. 1 ,.,it~ 11"' ' i T~ 8' 8' RAILROAD TIE WALL PROFILE 12· PROPOSED HORSE TRAIL BY CITY FINISH GRADE L NTS 30' 18' PRIVATE ACCESS ROADWAY EXIST CONCRETE HEADER 6" X 12" I EXIST. BRICK PAVED ACCESS ROAD 1% AGGREGATE BASE ,_,. GOIF ~SE PROP EXIST CONCRETE HEADER (6" X 12") EXIST. GROUND 2% '11~11~ RAILROAD TIE WALL DETAIL BIRCH STREET EXTENSION CONSTRUCTION NOTES r,;\ CONSTRUCT VARIABLE THICKNESS EDGE GRIND. TRANSITION DEPTH FROM O" AT 10' FROM CURB FACE TO 2" AT LIP OF \V GUffiR AND TRANSVERSE JOINTS. © CONSTRUCT HORSE TRAIL RAILING AND/OR REPLACE EXISTING PER DETAIL "C" ON SHEET 2. CD CONSTRUCT PER HORSE TRAIL DETAIL "A" ON SHEET 2 (5' WIDE THIS SHEET ONLY). 0 CONSTRUCT RAILROAD TIE (8" X a· X a· TYPICAL) RETAINER, 2 TIES HIGH STAKED DOWN WITH ¾" X 2' REBAR @ CONSTRUCT 0.17' AC (TYPE III-C3-PG 64-10) FINISH COURSE OVERLAY ACROSS THE ENTIRE ROADWAY SURFACE. @ ADJ.JST SEWER MANHOLE FRAME AND COVER TO GRADE PER CNB STD-111-L. NTS MESA N'LY P/L C(L 60' S'LY P/L .------------------111 f----1---------------- 10' 20' I I I 2%_ I ,-----101------, ~=====-----,-~-:\ I 2' 10' 0.17' AC OVERLAY I I (7)-j ~=============:::;0~1 ~~·1-__ -_-_-_-_-_-_-_-_-_-_-_---:'.l!-P-"~'-~_,_,l, _M_u_7=-;_-u_s_E_,_ 1,l __ -'-'1 o~·--__,: GUTTER TRAIL J ------------------------ 13' @ REPLACE EXISTING WATER VALVE BOX FRAME AND COVER AND ADJUST TO GRADE PER IRWD STD. W-22 @ ADJUST SURVEY MONUMENT WELL FRAME AND COVER TO GRADE. ·/----+.~~A_ __ _ EXISTING DRIVEWA ~ [~'.:.'.:::~.:.~ 0.5'±EXISTING BA ~::---:~ ,-1 I --~-• ~--'.9 I ,a_....,..,._j 0.33'± EXISTING AC I ® SCE MANHOLE, VAULT AND PULL BOX FRAME AND COVER TO BE ADJUSTED TO GRADE BY OWNER. @ ADJ.JST TELEPHONE MANHOLE, VAULT AND PULL BOX FRAME AND COVER TO BE ADJUSTED TO GRADE BY OWNER. TOP OF EXISTING AC TYPICAL SECTION STA 14+25 TO STA 16+50 NTS NATIVE SOIL N'LY P/L C/L 60' .------------------1@1-----1---------------------, 20' VARIES 14' -20' 10' 2' : 2%_ i ,-----10 1------,' TOP OF EXISTING AC ~----------,~~, I 0.17' AC OVERLAY I ~ ... Y --------+,.:..:.\.._ __ ~ I • ~. . EXISTING DRIVEWA y I ,~ _____ .:; 0.5'±EXISTING AGG BASE I 0.33'± EXISTING AC NATIVE SOIL TYPICAL SECTION STA 12+00 TO STA 14+25 NTS STA 16+50 TO STA 18+50 NTS S'LY P/L 2' 10· (NTS) N '--... 0 N '--... 0 N ~ DRIVE :r c., w I <( z <( No. 70740 Exp. 06-30-13 <l'~~ DISPOSITION NOTES QJ PROTECT IN PLACE (ITEM PER PLAN) LEGEND ~ COLD MILL SCALE 1• -20' ;:.S z <( C/1 C/1 sl- 0 co I °' I 0 0 N U) C- T 0 w I <( z <( <( C-Z <( U) U) I sl- 0 '° I °' U) c-w w °' c-'5 O' C ~ © © C O' C ~ 0 0 <( '), '" '" C-4707 ~ ---,--.... -------------..... --r.==--------.---------------------1'5 REVIEWED sc " --MESA DRIVE g, SANTA ANA HEIGHTS PATRI ARCINIEGA SENIOR CIVIL ENC!llfEER DATE I\· Z.D-12-PAVEMENT RESTORATION u. BY DESCRIPTION APP'D. DESIGNED PA DRAWN PA & JV CITY OF NEWPORT BEACH R-6014-S --~-~-------------~-....,~~~--+---~--- REVIS I ON S CHECKED PA DA10 Nov 2012 PUBLIC WORKS DEPARTMENT 5 <F 18 -------------------------- 64.0 62.0 60.0 58.0 56.0 54.0 52.0 ' \ :,: n -✓ F -... ur-·"""''' . . ... ' . . - #4'D @ 24" O.C. 24" NOMINAL PIPE INSIDE DIAME1ER 22+00 :., I ;,, n 4'D @ 24" o.c. 6¼" ~ ., ~ lf----_6'-_o· -ii j 10· j -, -~ 1,--J-·t-'--------1 J I 3·-0• I HEADWALL DETAIL NOT TO SCALE D= 24", H=J'-8", L=6' CONSTRUCTION NOTES EXISTING SI IREA :VER-t-"' .. - (':;\ CONSTRUCT VARIABLE THICKNESS EDGE GRIND. TRANSITION DEPTH FROM O" AT 10' FROM CURB FACE TO 2" AT LIP OF \J GUffiR AND TRANSVERSE JOINTS. 0 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH TYPE II PER APPLICABLE PORTIONS OF CNB STD-163-L. 0 CONSTRUCT 6" FULL DEPTH AC PAVEMENT (4" BASE COURSE WITH 2" FINISH COURSE OVER 6" CMB.) ® CONSTRUCT 0.17' AC (TYPE III-C3-PG 64-10) FlNISH COURSE OVERLAY ACROSS THE ENTIRE ROADWAY SURFACE. @ CONSTRUCT 8" AC BERM PER CNB STD-183-L. @ REMOVE AND REPLACE TRAIL BOLLARDS r:;;;:, 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 (PATCH BACK), W=1' MIN. ~ SAWCUT AND REMOVE EXISTING DRIVEWAY APPROACH AND CURB AND/OR GUffiR AND SIDEWALK INCLUDING I.::::) REQUIRED SAWCUTTlNG AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF FULL DEPTH AC SLOT PATCH (PATCH BACK), W=1' MIN. ~ SAWCUT AND REMOVE EXISTING CURB ANO/OR CURB AND GUTTER INCLUDING REQUIRED SAWGUTTIN~ AND REMOVAL OF V::J EXISTING STREET SECTION AND REPLACEME'.NT OF FULL DEPTH AC SLOT PATCH (PATCH BACK). W=1 MIN. @ REMOVE AND REPLACE CURB CORE DRAIN. @ INSTALL TRUNCATED DOMES (4' X 3') AS MANUFACTURED BY WAUSAU TILE CONSTRUCT DRIVEWAY APPROACH PER CNB STD-162-L. CONSTRUCT CURB AND GUffiR PER CNB STD-182-L CONSTRUCT CROSS GUffiR AND/OR SPANDREL PER CNB STD-185-L, (W=EXISTING) @ CONSTRUCT CONCRETE SIDEWALK PER CNB STD-180-L. O> "' - n" . . .. .. . .u .. . ... L A J" I . L.. • I I I I n ·" .. .u @ REMOVE INTERFERING PORTIONS OF EXISTING STORM DRAIN. @ CONNECT EXISTING STORM DRAIN TO NEW INLET STRUCTURE. @ ABANDON EXISTING STORM DRAIN. N'LY P/L I I 20' u.. . 0 -' O> Q 0 N . - -...... T"'"" ...... 0 , ' I '=' u.. N L. :-:NISIIEB SURF· ;, .. ,.., ... -0 " C'' C1 I ·N ' • 21+00 C/L 60' I -' ll) LL. Li.. O> ~- ff ~ ·--=-'°- I ' ' u.. 20' ' '-I ' ' ' ' u.. t!.i • 22+00 . 0 .40% (!) I . ... u .- - 10' . - S'LY P/L I I I I . i _:\ ~· .• '.:_~--===~l:;c:.-,.-;.,;::=--:::~ENT WITH 2• -y NATIVE SOIL / •• ' < : ·> : •• c.:~:~.:..c::J i (29X24 20 30 CAP OVER 4" BASE COURSE TYPICAL SECTION STA 20+85 TO STA 22+10 @ CONSTRUCT JUNCTION STRUCTURE PER CNB STD-310-L. N'LY P/L C/L S'LY P/L I I 60' 1 @ CONSTRUCT LOCAL DEPRESSION PER CNB STD-304-L. ® CONSTRUCT CURB OPENING CATCH BASIN WITH MANHOLE PER CNB STD-305-L. @ ADJUST SEWER MANHOLE FRAME AND COVER TO GRADE PER CNB STD-111-L. @) REPLACE EXISTING WATER VALVE BOX FRAME AND COVER AND ADJUST TO GRADE PER IRWD STD. W-22 @ CONSTRUCT 24 INCH DIAMETER RCP STORM DRAIN. ® CONSTRUCT 24" SINGLE PIPE HEADWALL PER DETAIL ON SHEET 6. @ ADJUST SURVEY MONUMENT WELL FRAME AND COVER TO GRADE. ® SCE MANHOLE, VAULT AND PULL BOX FRAME ANO COVER TO BE ADJUSTED TO GRADE BY OWINER*' @ TELEPHONE MANHOLE, VAULT AND PULL BOX FRAME AND COVER TO BE ADJUSTED TO GRADE BY OWINER*' @ BACKFILL VOID WITH CRUSHED AGGREGATE BASE MATERIAL. TYPICAL STREET SECTION STA 18+50 TO STA 20+85 NTS -' ...J • u, u, • I ,'O - • u !') N U> ID,--,-----cN ID -64.0 62.0 - No. 70740 Exp. 06-30-13 ~~~ ' -- - 23+00 N'LY P/L I I I I ' 12' - --- 24+00 C/L 60' ,--------------111 }---------+----------!: 20' 10' I TYPICAL SECTION STA 23+00 TO STA 24+60 PROFILE SCALE VERT. 1" =4' HOR. 1" = 20' 20' S'LY P/L I ' I I I I I I I 64.0 62.0 64.0 62.0 I 0 0 N (/) C-I (') w I <( z <( <( C- Z <( (/) U) I so- ~ 0 <D I 7 I'] w Lu 0-: LEGEND DISPOSITION NOTES C-U) / en C ~ ru ru C en C 6" FULL DEPTH AC PAVEMENT COLD MILL 1' WIDE SLUR PATCH [Q PROTECT IN PLACE (ITEM PER PLAN) ~ REMOVE DRIVEWAY APPROACH @] REMOVE JUNCTION STRUCTURE/CATCH BASIN , SCALE 1" -20' C-4707 :;!- 0 0 <( ;;'- -0 ru ~ 0 _c (/) r--.,....--,--------------,----R""EVle!OE"'~"'D,-----------------------------t~ t----+---+----------+----tly],: F•: "1',v MESA DRIVE ~ PATRICK ARONjEGf-. RCE 70740 SANTA ANA HEIGHTS 2i SENIOR O'l'lt' ENGINEER ? t---+--+-----------+----toATE !\·2.D-\'2-PAVEMENT RESTORATION c.: ,__0A_TE~_BY~ ____ o_Es_CR_1P_TI_ON _____ ~A-PP_'o_, ...... □E_s_iGN_ED __ P_A ..... □_RA_v.N_P_Av~&.___.Jv CITY OF NEWPORT BEACH R-6014-S REVISIONS CHECKED PA □A,9 OCT 2012 PUBLIC WORKS DEPARTMENT SHEET 6 OF 18 ----------------- 54.0 52.0 54.0 52.0 --- - r . I.I r 54.0 52.0 / o+oo I I / 0+00 I / lo\ CONSlRUCT VARIABLE THICKNESS EDGE GRIND. TRANSITION DEPTH FROM O" AT 10' FROM CURB FACE TO 2" AT LIP OF 's::,J GUTTER AND TRANSVERSE JOINTS. Q) COLD MILL 0.17' ADJACENT TO SIDE STREETS AND TRANSVERSE JOINTS. ® CONSlRUCT 0.17' AC (TYPE III-C3-PG 64-10) FINISH COURSE OVERLAY ACROSS THE ENTIRE ROADWAY SURFACE. /ori'i SAWCUT AND REMOVE EXISTING CROSS GUTTER, SPANDREL AND CURB INCLUDING REQUIRED SAWCUTTING AND REMOVAL V OF EXISTING STREET SECTION AND REPLACEMENT OF FULL DEPTH AC SLOT PATCH (PATCH BACK), W=1' MIN. ~ SAWCUT AND REMOVE EXISTING DRIVEWAY APPROACH AND CURB AND/OR GUTTER AND SIDEWALK INCLUDING REQUIRED v SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF FULL DEPTH AC SLOT PATCH (PATCH BACK), W=1' MIN. f,,.\ SAWCUT AND REMOVE EXISTING CURB AND/OR CURB AND GUTTER INCLUDING REQUIRED SAWCUTTING AND REMOVAL ~ OF EXISTING STREET SECTION AND REPLACEMENT OF FULL DEPTH AC SLOT PATCH (PATCH BACK), W=1' MIN. @ SAWCUT AND REMOVE EXISTING SIDEWALK. @ CONSlRUCT DRIVEWAY APPROACH PER CNB STD-162-L. @ CONSTRUCT CURB AND GUTTER PER CNB STD-182-L. @ CONSTRUCT CROSS GUTTER AND/OR SPANDREL PER CNB STD-185-L, (W=EXISTING). @ PRUNE TREE ROOT AND INSTALL ROOT BARRIER PER DETAIL ON SHEET 2. @ CONSTRUCT CONCRETE SIDEWALK PER CNB STD-180-L. ® ADJUST SEWER MANHOLE FRAME AND COVER TO GRADE PER CNB STD-111-L. @ REPLACE EXISTING WATER VALVE BOX FRAME AND COVER AND ADJUST TO GRADE PER IRWD STD. W-22 @ ADJUST SURVEY MONUMENT WELL FRAME AND COVER TO GRADE. fl:A"I REMOVE AND REPLACE EXISTING TRAFFIC SIGNAL DETECTOR LOOPS WITH TYPE E TRAFFIC SIGNAL DETECTOR V LOOPS PER DETAIL IN SPECIAL PROVISIONS. - 1+00 ff LI r m u ~ ' --' -- --... E ' ' -' -- --- 2+00 ORCHARD TYPICAL STREET SECTION STA 2+75 TO STA 6+00 NTS . 3+00 No. 70740 Exp. 06-30-13 '. / <l'~ CIVU, _LiW ~1"CAL~ 4+00 LEGEND V/2'.2 COLD MILL PROFILE SCALE VERT. 1" 4' HOR. 1" =20' -- - 5+00 ~2052 -) -- - -- SCALE 1" -20' 60.0 58.0 60.0 58.0 60.0 58.0 C-4707 ry " -0 ~ 0 N U) >-I (') w I <( z <( <( C- Z <( U) U) st ~ 0 '° I ? I 0 0 N VJ C- I 0 w I <( z <( <( C-Z <( VJ U) I -tj- 0 <D I O' / U) c-w w O' C- U) / en C L w w C "6, C w / 0 0 <( ;:!-- -0 w L 0 = U1 -------------------R .. E,-Vl'""EWE""D.--------..--------------------1 ~ ~.,~:., ·: j ORCHARD DRIVE i w PATRICK ARCINIEGP( CE 70740 SANTA ANA HEIGHTS m SENIOR CIVIL EN ~NEER _3- 1----+--+--------------l---l DATE )I· 2.0 .\'2-PAVEMENT RESTORATION ~ DESCRIPTION APP'D. DESIGNED PA DRAWNPAy & JV CITY OF NEWPORT BEACH R-6014-S 1----'-----'-------RE_VI_SJ_oN-s-----~--+=ccH=ECK=rn=---P-AtDc:cATE=5-N-ov~20-12---1 PUBLIC WORKS DEPARTMENT SHEET 7 or 18 DATE BY 60.0 58.0 - 60.0 58.0 60.0 58.0 6+00 0 CONSTRUCTION NOTES 0 PROTECT IN PLACE. PROFILE SCALE VERT. 1" -4' HOR. 1" = 20' 7+00 lo\ CONSTRUCT VARIABLE ll-llCKNESS EDGE GRIND. TRANSITION DEPll-1 FROM O" AT 10' FROM CURB FACE TO 2" AT LIP OF \.::,J GUTTER AND TRANSVERSE JOINTS. Q) COLD MILL 0.17' ADJACENT TO SIDE STREETS AND TRANSVERSE JOINTS. @ FEA ll-lER ASPHALT CONCRETE PER DETAIL ON SHEET 2. @ CONSTRUCT 0.17' AC (TYPE III-C3-PG 64-10) FINISH COURSE OVERLAY ACROSS ll-lE ENTIRE ROADWAY SURFACE. h.1\ SAWCUT AND REMOVE EXISTING CURB AND/OR CURB AND GUTTER INCLUDING REQUIRED SAWCUTTING AND REMOVAL l::Y OF EXISTING STREET SECTION AND REPLACEMENT OF FULL DEPll-1 AC SLOT PATCH (PATCH BACK), W=1' MIN. @ CONSTRUCT CURB AND GUTTER PER CNB STD-182-L. @ ADJUST SEWER MANHOLE FRAME AND COVER TO GRADE PER CNB STD-111-L. @ REPLACE EXISTING WATER VALVE BOX FRAME AND COVER AND ADJUST TO GRADE PER IRWD STD. W-22 @ ADJUST SURVEY MONUMENT WELL FRAME AND COVER TO GRADE. ® SCE MANHOLE, VAULT AND PULL BOX FRAME AND COVER TO BE ADJUSTED TO GRADE BY OWNER** ,,-;::}, REMOVE AND REPLACE EXISTING TRAFFIC SIGNAL DETECTOR LOOPS 1'1111-1 TYPE E TRAFFIC SIGNAL DETECTOR v LOOPS PER DETAIL IN SPECIAL PROVISIONS. ------ ---- -- --- -58.0 56 60.0 58.0 -58.0 56.0 8+00 9+00 10+00 11+00 ■ I I \ I I X ~------------J 2173 0) . ....... --- ----1 ~ Cf) 0 ~ 0 a. N z_ <D "'- -0 N ~ :r: (') w :r: <( z <( i z <( V) V) -.j- 0 <D I O' / I 0 0 N ORCHARD DRIVE \ J ~ I C) w :r: ru~ 0 ru~ 1 I 60' 1 I I I I ----------------{11l---~------------------, I I , VARIES 20' 29' VARIES 20' -29' • '1 I '1 I 10· i 2' I 10' & VARIES 1 TOP OF EXISTING AC" I ·.·•··• .·•··•·· EXISTING DRIVEWAY I l..:~::-.:~~~-". ,:;; .. o.;'±E~l~TIN~-:~;~E-/. ·• •• j o.33'±Ex1sT1N~ ~c-V/ .•··: •• ••• > < '. . : •·· ·•. ---~--· I NATIVE SOIL J. TYPICAL SECTION STA 6+00 TO STA 8+45 STA 9+30 TO STA 11+50 NTS LEGEND ~ COLD MILL I SCALE 1" = 20' <( z <( i z <( V) V, I -.j- 0 <D I 0: / V) c-w w 0: C-V) / a, C C: '" <v C a, C w / D D <( u / u C-4707 ~ -----------------,.--r==~-----"T""------------------1:.2-RE~EWED en 1-----1-----1---------+---1 Q:::;z ,-, · _ ~ /'--' ORCHARD DRIVE { PATRICK ARCINIEGA (K~ 70740 SENIOR CML E •>K DATE \I -1..D-11- DATE BY SANTA ANA HEIGHTS PAVEMENT RESTORATION DESCRIPTION APP'D. DESIGNED PA DRA"MII PAy & J\ CITY OF NEWPORT BEACH R-6014-S 1---L..__L__ ____ R~-s10N-s-------'--tc.-CH""Ec""K""ED,----P-At;;D-;-;ATE"'"16_N_o~v-w-,--12 PUBLIC WORKS DEPARTMENT SHEET 8 <I' 18 "" ? Li: 60.0 l======±=====::::J======±======i======±=======l:======t=======t======l=======l=======t======::t:======!======:t=======-t======:!=======t======t=======t======l======:::t::======1======+======1 60.0 ~-0 _ -~-0 (:::========::t=========t=========::t=========t==========t=========t:=========t=========+========::1=========+=========1(:::========+=========(:::========+=========l==========t=========l==========t=========l==========t=========:J::=========1=========+=========1 ~-0-~-0 ----56.0 -----56.0 12+00 I CONSTRUCTION NOTES I PROFILE SCALE VERT. 1" =4' HOR. 1" = 20' to\ CONSlRUCT VARIABLE THICKNESS EDGE GRIND, lRANSITION DEPTH FROM o" AT 1 o· FROM CURB FACE TO 2" AT LIP OF \,J GUTTER AND lRANSVERSE JOINTS, ® CONSIBUCT 0,17' AC (TYPE III-C3-PG 64-10) FINISH COURSE OVERLAY ACROSS THE ENTIRE ROADWAY SURFACE, @ SAWCUT AND REMOVE EXISTING SIDEWALK, ® CONSTRUCT CONCRETIE SIDEWALK PER CNB STD-180-L ® REMOVE EXISTING PCC IMPROVEMENTS AND CONSlRUCT CURB ACCESS RAMP PER CNB STD-181-L-B, CASE H, ® ADJUST SEWER MANHOLE FRAME AND COVER TO GRADE PER CNB STD-111-L. @ REPLACE EXISTING WATIER VALVE BOX FRAME AND COVER AND ADJUST TO GRADE PER IRWD STD, W-22 @ ADJUST SURVEY MONUMENT WELL FRAME AND COVER TO GRADE, ® SCE MANHOLE, VAULT AND PULL BOX FRAME AND COVER TO BE ADJUSTED TO GRADE BY OWNER, 13+00 14+00 2232 I I 15+00 ruM ~ ruM 1 I 60' I 16+00 I DRIVE LEGEND Bw COLD MILL 17+00 , , , \ I ~----.iL- I \ SCALE 1" -20' 0 ~ 0 CL E CL m s;- cn N z:._ CD z:._ ~ D N (J) C- I 0 w I <( z <( <( C- Z <( (J) 1/l st 0 co I ? I D 0 N f'.1 I l') w I <( z <( <( C- Z <( (J) 1/l I sl- 0 CD I ? f'.1 w w [Y c-1/l ,/ en C ~ "' "' C en C w ,/ 0 0 <( ~ -0 CV @ TELEPHONE MANHOLE, VAULT AND PULL BOX FRAME AND COVER TO BE ADJUSTIED TO GRADE BY OWNER, STA 11+50 TO STA 15+00 lYPICAL STREET SECTION NTS C-4707 ] STA 16+00 TO STA 17+50 No. 70740 Exp. 06-30-13 <!'~:'{!~ _....,,.... _______________ ,.,,..., ______ ..,.. _______________ ...... '.;;, 1----+--+-----------+-----ll~a.,: : _ ORCHARD DRIVE 1 1--------if---+-----------+-------I PAlRICK ARCINIEG,¥ RCE 70740 SENIOR CIVIL iO GINEER DATE 1\ • 2o· \1- DATE BY DESCRIPTION APP'D. DESIGNED DRAYIN PA PAy & ,N REVISIONS CHECKED DATE PA 16 NOV 2012 SANTA ANA HEIGHTS PAVEMENT RESTORATION CITY OF NEWPORT BEACH R-6014-S PUBLIC WORKS DEPARTMENT SHEET 9 a' 18 '" w => ,/ Le -··~··----------------------------- CONSTRUCTION NOTES 00 CONSTRUCT VARIABLE THICKNESS EDGE GRIND. TRANSITION DEPTH FROM O" AT 10' FROM CURB FACE TO 2" AT LIP OF \V GUTTER AND TRANSVERSE JOINTS. 0 COLD MILL 0.17' ADJACENT TO SIDE STREETS AND TRANSVERSE JOINTS. @ FEATHER ASPHALT CONCRETE PER DETAIL ON SHEET 2. @ CONSTRUCT 0.17' AC (TYPE III-C3-PG 64-10) FINISH COURSE OVERLAY ACROSS THE ENTIRE ROADWAY SURFACE. @ ADJUST SEWER MANHOLE FRAME AND COVER TO GRADE PER CNB STD-111-L. @ REPLACE EXISTING WATER VALVE BOX FRAME AND COVER AND ADJUST TO GRADE PER IRWD STD. W-22 @ ADJUST SURVEY MONUMENT WELL FRAME AND COVER TO GRADE. LEGEND ~ COLD MILL 58.0 - 56.0 l-----+----+------+------+-----+------+----+--------+--------+------+-----+-------1 58.0 56.0 58.0 56.0 ~=======1~=======1=======:::t=======+=======t:=======t========~=======l=======:::t=======+=======t:=======1 58.0 56.0 58.0 -----58.0 -- 56.0 1-----1-------------<l----------l------+-----+-----+-----+------+------+------+------+--------1 56.0 18+00 PROFILE SCALE VERT. 1" = 4' HOR. 1" = 20' ORCHARD 19+00 20+00 DRIVE l I ll I II I lll I JI II II II II II II II I-II II )I w ,11 W \ i! I II rv \, :: LL. It)! 1-cn \i ii I II I II I II 0 \i;ii l, II r i II I~ II -1111 I Ill II II (..) II II II II II II O i,;: II II II II II II II II II II II I II I II I II I II I II I II I II I II I II 20232 ----- 20242 ----- 20262 \ I E Q DO n -0 N ,n ,- I 0 w I <( z <( <( ,-z <( VJ ,n s;- 0 CD I O' / I 0 0 N I" I "" w I --,: z --,: <( ,- z <( ,n ru~ M m~ 1 I 60' , '~ @ I V, I s;- TYPICAL SECTION STA 19+00 TO STA 20+00 NTS SCALE 1" -20' 0 '° I 7 (/) ,-w w O' ,- I/) / "' C ~ " " ·"' "' C w / D D <( u / "Q i" C-4707 _g .---,---,--------------,---==,--------r---------------------1;!--RE~Ev.£D 3 i-------i------,----------+-----.ill.', • .. --: '<II. -'r-., ORCHARD DRIVE ~ PATRICK ARCINIEG,X ! CE 70740 SANTA ANA HEIGHTS 2s l---+----+-------------+----1 SENIOR Cl~L El+ INEER ? DATE 11-10-\ '2-PAVEMENT RESTORATION CL PA DRA'MojPAy & JV CITY OF NEWPORT BEACH R-6014-S 1---'---'------R~-s10N-s------'----+c=H=Ec=KED~--'-PA-'-+,o~ATE=5-N~ov~2~01~2-'f PUBLIC WORKS DEPARTMENT !HEET 10 CF 18 DATE BY DESCRIPTION APP'D. DESIGNED X ~==--;;;--:'.'_..,,~ SEE SHEET NO. 4 MESA DRIVE B I; ,, " I; " Jr« 1/ _,;,.'l-I . (/) oc: (/) OW «: oc: (/) 11-w>-::ao «: «: \~ ~ I ~/ __. , ~ 20v~ I -----20381 c-------"------: -1-. -- 1-X < , I l ·--r ---------~ '-----;Y;;"-11·~,' u. I -"-,,;; : : : ~ -1 W ! ~I / I I ~ I : _,J -/·-..x ; ~-/\ w;, I /l· t~ ------------------------------~-Cc~~-~=~~""':.='°..:..cc_=:=:=---~-Cc=----------~--t±l E C --(fJ x "' 0 SC I-1-(/) (/) -.::._.......::____L_:...,..~{L.L..L....L~LL...L..L_.;LLL.f-'=L-:+f--"":--...L....L~4 'L..L2~:--L__L~____L_~LLL...L-::+"+____L_r____L_----"''-;--L_~¥;:..L----"'':-~~....L....L~....L....L....L....L----"'7,;.~:L.:=:::.:c~~~....L. . . . L . . . . L ' - - . . . ~ . L . . . . - t , ; : ; . . . . L - - - - " ' ' - ; - . ~ = ~ I = ~ = : : ' . = : ~ - = - ~ - = - ~ ' - - - - - . . . , t ' - = - . " " " _ ~ - ~ " : _ - _ . L __ ,__t~'1_-_L...,,s.-~-'-_-L""_-'_""_'-_-_"--_-_""_-_~----t~~=~.t=j:::.j:::.:~-=-~-=--::..'-:S--~=~=-"=l~ S-- -I SMH 55°'::) "' ~ SMH @Y 12+00 <D 57 .. 13+00 14+00 q "i.o 2" GAS---N 25 15+00 o "' "i.o N "' ....I :r: u 10l---7"'c~~ -'= "-"':"--'<-¥v--::rir-:-Y-r-r-Y-r-Y-71-:-Y-r-rv-YT-Y-T--::-Yi'-;'"7?'7-X-Yrrr-:;-r-r--J;r---t---;t---rr--:r-:;-r77--:;-y-y--jr--yr-;;~t--z-:777y- r : ; 0 7 7 7 7 7 T r r : : r ; 7 7 7 7 7 1 T , r : ; r - ; ; 7 1 7 7 7 i ~ T : T 7 / 7 7 7 v v 1 T . T : : T 7 ' 7 1 ~ "-® ' I I ---- *= ........ ...;....~ ....... H~~ ....... f-'-"""~io..---~-----9------,..-------------------- N ,.__ t ~ ro t'; 25 ~ ~ SCE ( + + ~ x+..--X + '-ro· · N N~ N Wr0,j; Lu I"') /r---t;; ~I I I I I I I I I I 20472 :: «: «: :: /. ------------20416 z z / ,;!; X I t:; 24 26 36 30>----;-,-----1 ti, 1-t--1 ;:: ~ c5 ~ j::: 0 ~ ..--w "·-----11 -n ~ ~ ,: ,:; U ~ ~,,-\ __ v,_ rl"r""-----~:--X ~ v, v,H:"==fl:::'.2-;>-9-----\24 :Olil----3-6-----f---j/ t; ~ SEE SHEET NO. 4 MESA DRIVE CYPRESS STREET CYPRESS STREET CONSTRUCTION NOTES I')\ CONSTRUCT VARIABLE THICKNESS EDGE GRIND. TRANSITION DEPTH FROM O" AT 10' FROM CURB FACE TO 2" AT LIP OF C/L v GUTTER AND TRANSVERSE JOINTS. WL y P /L FENCE 60, ® CONSTRUCT HORSE TRAIL RAILING AND/OR REPLACE EXISTING PER DETAIL "C" ON SHEET 2. l--1-2-, -A-ND-+-6-, -AN_D_:_:_-:=_-:=_:=_-:=_-:=_-:=_-:=_-:=_-:=_-:=_-:=_-:=_-:=_-:=_-:=_-:=_1-:=_5-:=_, -:=_-:=_:=_-:=_:=_-:=_-:=_-:=_-:=_:=_-:=_:=_-:=_-:=_-:=_-:=_"::'.-:=_:=_-=,....,1-=1 :================2=5=. =====================.-------! ® CONSTRUCT HORSE TRAIL DECORATIVE PILASTER PER DETAIL "B" ON SHEET 2. 1--~V:!2A~Rl~ES~Jl-~V:!2A~Rl~ES:>_j---------~---------i------------~~-------------J EXISTING I I @ CONSTRUCT 0.17' AC (TYPE III-C3-PG 64-10) FINISH COURSE OVERLAY ACROSS THE ENTIRE ROADWAY SURFACE. ORSE TRAI .--, ~2"-'-+-t---------'-'10'----'------1---------t--~1~6' _______________ _,_10"-'------t--2"-'__,__ __ 5"-'-~ sAwcuT AND REMOVE EXISTING DRIVEWAY APPROACH AND CURB AND/OR GUTTER AND SIDEWALK INcLuoING REQUIRED . _____ , TOP oF EXISTING Acl 0_17, Ac OVERLAY 1 1 @) ct:TiiTwiiti~~!\~Ms~AL OF EXISTING STREET SECTION AND REPLAtEMENT OF FULL DEPTH AC SLOT PATCH _______ J ----------.1'"::.-:_!, ,__i ----@ ~~~ktz=3z'.z=~~~~~!;=~~~~G5~~3)iiis-5--=-;~ -'Zj__---<@i-----i [.:_;_: rf1 :::!!:'\_-J-=--=- 125\ REMOVE AND REPLACE CURB CORE DRAIN. / f -..\_ § .,..- 1::::,J EXISTING DRIVEWAY I f-:--:-:~ .-;·:: ,':\, 1 EXISTING DRIVEWAY @ SAWCUT AND REMOVE EXISTING SIDEWALK. '1 l.:.~.:i .. .c_"' 2 --'~c. • .L_, I 0.5'± EXISTING BASE 0.33'± EXISTING AC ® CONSTRUCT DRIVEWAY APPROACH PER CNB STD-162-L NATIVE SOIL E'LY P/L TYPICAL SECTION LEGEND 6" FULL DEPTH AC PAVEMENT COLO MILL -------- ( \ C) I.O + I.O ..... SCALE 1 • -20' SCALE 1" -20' 0 ~ 0 0. N .:::::_ CD .:::::_ 0 N ~ :r: C) w :r: <( z <( i"' z <( VJ 1/) .,. 0 ,0 I ? I 0 0 N 1/) c-:r: L') w :r: <( z -< <( C- Z <( VJ Vl I .,,. 0 ,0 I ? VJ c-w w Cc'. c- ;:J-- 0, C ·c "' ,v C = C '.:;!- 0 0 -< ;:!- "O ,v @ CONSTRUCT CURB AND GUTTER PER CNB STD-182-L @ CONSTRUCT CONCRE1E SIDEWALK PER CNB STD-180-L @ ADJUST SEWER MANHOLE FRAME AND COVER TO GRADE PER CNB STD-111-L. STA 10+50 TO STA 21+50 NTS ;REF~::....:,:R..:-5~88::;:0:,.:-S::_ ________ ....,._-r==~-----..-------------C_-4_7_0_7-I ! REVIEIIED 30 @ REPLACE EXISTING WATER VALVE BOX FRAME AND COVER AND ADJUST TO GRADE PER IRWD STD. W-22 -@ REPLACE EXISTING WA 1ER ME1ER BOX FRAME AND COVER AND ADJUST TO GRADE IRWD STD. W-1. @ ADJUST SURVEY MONUMENT WELL FRAME AND COVER TO GRADE. ® SCE MANHOLE, VAULT AND PULL BOX FRAME AND COVER TO BE ADJUSTED TO GRADE BY OWNER** No. 70740 Exp. 06-30---13 ~ ClVU., OFC,\l., DATE BY DESCRIPTION REVISIONS V CYPRESS STREET f ,v PATRICK ARCINIEG 70740 SANTA ANA HEIGHTS "' SENIOR CIVIL INEER ? DATE 11-2..o. \-z__ PAVEMENT RESTORATION u.. APP'D. DESIGNED DRAWN PA PA CITY OF NEWPORT BEACH R-6014-S CHECKED DATE -PA 16 NOV 2012 PUBLIC WORKS DEPARTMENT EET11<F18 T""" T""" C) LO + T""" N I I \\ ) I \ I I~ I w >-v· 0~ cc, <( W'LY P/L 12' AND VARIES 2242 20151 I 'J------7 ~ , ______ l CYPRESS / FENCE , 5' AN D VAR IES ' 15' 20' I ORCHARD DRIVE ' '111 I ' I ' :s1d,N I ' I l I 1 II ! ! II /1 20131 I "' + 0 0 C/L I ' I I CYPRESS LJ 20121 -. - ~ ,~ I I 60' ,:';\ '2Y 25' \ 20111 STREET E'LY P/L I I I I EXISTING HORSE TRAIL I 2' I 2a I II I 10' 1 1 16' 1 10' & VARIES I 2' I 5' TYPICAL SECTION STA 22+05 TO STA 22+75 & NTS STA 23+63 TO STA 31+50 No. 70740 Exp. 06-30-13 ~~ I 20192 20172 X I STREET 20162 > it, N "' $ 0 _J w cc I-LL w _J w w en w z -_J I u ~ ~ LO r-+ r- N SCALE 1" CONSTRUCTION NOTES to\ CONSTRUCT VARIABLE THICKNESS EDGE GRIND. TRANSITION DEPTH FROM o• AT 10' FROM CURB FACE TO 2• AT LIP OF VY GUTTER AND TRANSVERSE JOINTS. © CONSTRUCT HORSE TRAIL RAILING AND/OR REPLACE EXISTING PER DETAIL "c" ON SHEET 2. ® CONSTRUCT HORSE TRAIL DECORATIVE PILASTER PER DETAIL "B" ON SHEET 2. ® CONSTRUCT 0.17' AC (TYPE III-C3-PG 64-10) FINISH COURSE OVERLAY ACROSS THE ENTIRE ROADWAY SURFACE. @ SAWCUT AND REMOVE EXISTING SIDEWALK. @ CONSTRUCT CONCRETE SIDEWALK PER CNB SID-180-L. ® REMOVE EXISTING PCC IMPROVEMENTS AND CONSTRUCT CURB ACCESS RAMP PER CNB SID-181-L-B, CASE H. @ ADJUST STORM DRAIN MANHOLE FRAME AND COVER TO GRADE PER CNB SID-309-L ® ADJUST SEWER MANHOLE FRAME AND COVER TO GRADE PER CNB SID-111-l. @ REPLACE EXISTING WATER VALVE BOX FRAME AND COVER AND ADJUST TO GRADE PER IRWD SID. W-22 @ ADJUST SURVEY MONUMENT WELL FRAME AND COVER TO GRADE. ® SCE MANHOLE, VAULT AND PULL BOX FRAME AND COVER TO BE ADJUSTED TO GRADE BY OWNER. @ TELEPHONE MANHOLE, VAULT AND PULL BOX FRAME AND COVER TO BE ADJUSTED TO GRADE BY OWNER. LEGEND f2%%:j COLD MILL -20' SCALE 1 " -20' E = 0 0 <D N z:.. <D z:.. -0 N i" I 0 w I <( z <( i' z <( (/) (/) "' 0 CD I 5- I 0 0 N (/) C- I l'.> w I <( z <( <( C- Z <( (/) (/) I ... -0 co I 5- i" w w er c- (/) / 0, C ~ ill ill C 0, C w / 0 0 <( u / "" "' C-4707 .l' .---,--..... -------------..---......... ..----------------------------1:'.!-RE~EWED ,o DATE BY DATE \\. ZO-I 1- CYPRESS STREET SANTA ANA HEIGHTS PAVEMENT RESTORATION DESCRIPTION APP'D. DESIGNED PA DRAWN PA "'JV CITY OF NEWPORT BEACH R-6014-S ----~-~----RE-~-s10N-s-----~-....,...CH=Ec=K=m--P-A +-D-ATE-16_N_o~v-20-12__, PUBLIC WORKS DEPARTMENT EET 12 <I' 18 rn ? m ~ "' 0 ? --------------------------------------------------------------------- X 0 VENT 0 VENT 20071 N ...... 200 1 20oz -------+-- SEE LANDSCAPE PLANS CONSTRUCTION NOTES FOR PLANTING & IRRIGATION DETAILS & CIVIL DETAIL THIS SHEET CYPRESS '2' CONSTIRUCT VARIABLE THICKNESS EDGE GRIND. TIRANSITION DEPTH FROM O" AT 10' FROM CURB FACE TO 2" AT LIP OF \J GUTTER AND TIRANSVERSE JOINTS. Q) COLD MILL 0.17' ADJACENT TO SIDE STIREETS AND TIRANSVERSE JOINTS. © CONSTRUCT HORSE TRAIL RAILING AND/OR REPLACE EXISTING PER DETAIL "C" ON SHEET 2. © CONSTIRUCT HORSE TRAIL DECORATIVE PILASTER PER DETAIL "B" ON SHEET 2. @ FEATHER ASPHALT CONCRETE PER DETAIL ON SHEET 2. @ CONSTRUCT 0-17' AC (TYPE III-C3-PG 64-10) FINISH COURSE OVERLAY ACROSS THE ENTIRE ROADWAY SURFACE. M/(\ SAWCUT AND REMOVE EXISTING DRIVEWAY APPROACH AND CURB AND/OR GUTTER AND SIDEWALK INCLUDING ~ REQUIRED SAWCUTTING AND REMOVAL OF EXISTING STIREET SECTION AND REPLACEMENT OF FULL DEPTH AC SLOT PATCH (PATCH BACK), W=1' MIN. @ SAWCUT AND REMOVE EXISTING SIDEWALK. @) CONSTIRUCT CURB AND GUTTER PER CNB STD-182-l. ® CONSTIRUCT CONCRETE SIDEWALK PER CNB STD-180-l. @ REMOVE EXISTING PCC IMPROVEMENTS AND CONSRUCT CURB ACCESS RAMP PER CNB STD-181-L-B, CASE H. @ ADJUST STORM DRAIN MANHOLE FRAME AND COVER TO GRADE PER CNB STD-309-L @ ADJUST SEWER MANHOLE FRAME AND COVER TO GRADE PER CNB STD-111-l. @ INSTALL 2 2-INCH CONDUITS FOR FUTURE USE. @ ADJUST SURVEY MONUMENT WELL FRAME AND COVER TO GRADE. @ CA TV PULL BOX FRAME AND COVER TO BE ADJUSTED TO GRADE BY OWNER. ® SCE MANHOLE, VAULT AND PULL BOX FRAME AND COVER TO BE ADJUSTED TO GRADE BY OWNER. @ TELEPHONE MANHOLE, VAULT AND PULL BOX FRAME AND COVER TO BE ADJUSTED TO GRADE BY OWNER. C/L DISPOSITION NOTES OJ PROTECT IN PLACE (ITEM PER PLAN) [I] REMOVE STAMPED CONCRETE LEGEND ~ COLD MILL w'LY P/L E'LY P/L / FENCE I 60 1 12' AND VARIES 5' AND ,----------,----------~---l/1~1------------,------------~ I 15' -..:.:_; 25' I 1 VARIES I I , 20' & VARIES 20' & VARIES , 5' 1 EXISTING HORSE TIRAIL w'LY P/L TYPICAL SECTION STA 31+50 TO STA 31+90 NTS C/L 60' 10' & VARIES ,--------------------111 >--------------------------~ I W&~~ 1 2' I lO' & VARIES ! TOP OF EXISTING AC -f/----------, ... ._{ ,_I ----10 I --+---.1 I I'· j .,_...,,:--_,~ ••• EXISTING DRIVEWAYi [_: __ _::_:'.:_~,, ", 20' & VARIES 0.5'± EXISTING BASE I 0.33'± EXISTING AC NATIVE SOIL TYPICAL SECTION STA 33+52 TO STA 35+75 NTS E'LY P/L 5' '-ic: ', I I I I I I I \ \ ------/ 7/ --.::.:;,;=_;;-,;;;-;;;--- ---""';:::-::::-=~=- '--.. 8" SEWER □ 8 . STREET PB --;SITTOIOR~Mir'';'1 'L:j~=7&_~~f~ \ DRAIN 11 - -\\ _____r----7___ 1 ---,''---/1--_u_l_~I~ i \ -_SC[_ II I w I ' L.:=t:~::=--=:;;z:...f=:t11 =7 ,---· 11 L ____ _J ' ~ ' END P VI 36+10 I 31= 55 d I I I I I I I I \ I-w w 'I 0:: 0 I-'-w-I en 0 I 10 G JOIN EXIST_ 3 ...J SMH l1 _ 0 0 v I-,,., en .,-; '° -+ 0:: :5l' I cc I w ' en I ' ' ] --L-""=..L--+--,..L---r--Jt-~:r: _ _._ _ _,,'--,,fa-,¼9"----+--:-t+l;'+f--~X'---r---1-----_i:s ··II ,· .. 11 '.I\ : _-:· \ I . .II -··-:_· ·\\ STREET END DETAIL SCALE 1: 10 SCALE 1" -20' 0 ~ 0 Q_ E Q_ "' 0 co 0 N 1/) e- I (.') w I <( z <( <( e-z <( 1/) V) v 0 co I ? I 0 0 N I-" I C) w I <( z <( « e-z <( 1/) 1/) I v 0 co I ? I-" w w "' e-;)- CT> C L '" '" ·" CT> C w / D D <( ? u '" C-4707 ] No. 70740 Exp. 06-30-13 CIVIi, Cl' Cl,l, .--...----,-----------------R'"E""Vl""EWE-D-------------------------------li DAlE BY DESCRIPTION REVISIONS PA TRICK ARCINIEGA R SENIOR CIVIL ENG DAlE \\ · zo. \'2- APP'D. DESIGNED DRA\\111 PA PAy & JV CHECKED DAlE PA 16 NOV 2012 CYPRESS STREET SANTA ANA HEIGHTS PAVEMENT RESTORATION CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6014-S EET13<F18 OJ ? ITT L '" ITT ? BIRCH STREET - ............ -................................. -----~-fo-------·····---.. -------SIGN s~ -. ---7---------------------. R/W MESA UPPER BAY DRIVE ,.,. CURB FACE -----~------. ----------____ -,....... ----------- DRIVE BAYVIEW AVENUE \ \ \ CYPRESS STREET -STRIPING PLAN SEE SHEET NO. 15 9 Rl-1 AND R28 (RIGHT ARROW) MESA DRIVE ORCHARD 0 "' . ,:!; --l.-_______ /R/W 12" WHITE ~ ' V) -, D -:-------------0----J ACACIA STREET CYPRESS STREET -STRIPING PLAN SEE SHEET NO. 15 ., 12" ~ -----~\ --------------------------- ~ 14+00 CURB FACE 15+00 ,_I~ DRIVE R/W I . 7----,----,-· __ ____,--ft,,,-+-----~L-_L_~:~ __ _) ~Jl\ ~ _ _,_ -'---~-1-0· z ----~~ I e'.--------~~-----------------------------.!" ______ ".------' / .>"°'<' ,.-;. I ~ ---~ 1 ;;:-/ -=-,-----------:::c-3~-~=--·--< tf:;\\ 3: I ~ / 1T ____________ D_n_2_ey_38-~ -~........:""-fl 4" DOUBLE YELLOW (50') ~ ~HIT !£ R/W 1 1 1 I R/W 39 Ji ...,...._ 10' <C I I !.---nl - :::::ii: • ~ I I !{ -I I I ~ i!i CYPRESS STREET -STRIPING PLAN SEE SHEET NO. 15 ' ' ~ ::1 " " " " " " " ::: H n " " " : = I I ~ ORCHARD DRIVE SCALE 1" -40' BIRCH STREET No. 45521 xp.12-31-1 CIVIL Cf'cAll MESA SCALE 1" -40' STRIPING GENERAL NOTES □ I I J .□ 1 CONTRACTOR SHALL PREPARE AND PROVIDE DOCUMENTATION LISTING LOCATION, LENGTH, COLOR, • MARKING, AND STENCILING OF EXISTING CURB MARKINGS BEFORE REMOVAL OF CURB AND GUTTER. STRIPING DETAILS, MARKINGS, MARKERS, ETC. SHALL BE PER STATE OF CALIFORNIA DEPT. OF 2• TRANSPORTATION STANDARD PLANS, 2010 EDITION. TEMPORARY TRAFFIC STRIPING AND MARKINGS SHALL BE PAINT APPLIED IN ONE COAT AND AS SOON J. AS POSSIBLE WITHIN 24 HOURS AFTER THE FINISHED COURSE OF PAVEMENT HAS BEEN APPLIED. FINAL STRIPING SHALL BE "SPRAYABLE REFLECTORIZED THERMOPLASTIC" APPLIED AT A MINIMUM 4-THICKNESS OF 0.45 MM. CROSSWALKS AND LIMIT LINES SHALL BE APPLIED AT A MINIMUM OF 0.90 MM. ALL LIMIT LINES SHALL BE 12" WHITE UNLESS NOTED OTHERWISE. S REFLECTIVE PAVEMENT MARKERS SHALL BE 3M SERIES 290 VERSION OR EQUIVALENT WITH GLASS • REFLECTIVE FACES. 6. THE FIRE HYDRANT PAVEMENT MARKERS SHALL BE LOCATED PER CNB STD-902-L. 7 PRIOR TO INSTALLATION OF FINAL STRIPING, "CAT TRACK" LAYOUTS SHALL BE APPROVED BY THE • CITY OF NEWPORT BEACH. NO NEW SIGNAGE IS TO BE INSTALLED UNLIESS OTHERWISE NOTED. B. REMOVE ALL CONFLICTING STRIPING BY SANDBLASTING. REMOVE ALL RPM'S. 0) PROTECT IN PLACE. @ INSTALL STRIPING PER CALTRANS DETAIL AS INDICATED. ® INSTALL PAVEMENT MARKINGS PER CALTRANS STANDARD PLAN A24A, A24B, A24C A24D, AND A24E. @ INSTALL SIGN PER CALTRANS SIGN AS INDICATED. 0 '° I ! + \ <O __,., _____________ _,__--I~ 0 '?., 0 CL E CL N N <:::_ co '--- 0 N ~ I G w I <( z <( <( r-z <( UJ (f) tj- 0 co I 7 I D 0 N (f) r- I (") w I <( z <( <( r-z <( UJ U) I tj- 0 <D I 7 ~ w w CL r- ;:}, en C ·c: '" '" C en C w / 0 0 <( ;!-- " '" C-4707 1' .---,.--,---------------..---------------,1"""-----------------~----IU) REV1EW£0 SIGN & STRIPING PLANS t 7 _-,;; .. oc1, , -MESA & ORCHARD DRIVE ~ ANTo~;hE. J:/-fc ~~R45521 SANTA ANA HEIGHTS :?- DATE It -zo -12 PAVEMENT RESTORATION 1-D_A_TE~B_Y~ ____ o_Es_cR_1P_n_oN _____ ~AP_P_'o._0E_SJ_GN_E0 __ PA---+--oR_A_-wN_P_Ay~&__,J CITY OF NEWPORT BEACH R-6014-S REviSJoNs CHECKED BL DA1r6 Nov 2012 PUBLIC WORKS DEPARTMENT 14 OF 18 CYPRESS STREET SCALE 1" -40' No. 45521 xp. 12-31-1 CIVIL STRIPING GENERAL NOTES 1. CONTRACTOR SHALL PREPARE AND PROVIDE DOCUMENTATION LISTING LOCATION, LENGTH, COLOR, MARKING, AND STENCILING OF EXISTING CURB MARKINGS BEFORE REMOVAL OF CURB AND GUTTER. STRIPING DETAILS, MARKINGS, MARKERS, ETC. SHALL BE PER STATE OF CALIFORNIA DEPT. OF 2• TRANSPORTATION STANDARD PLANS, 2010 EDITION. TEMPORARY TRAFFIC STRIPING AND MARKINGS SHALL BE PAINT APPLIED IN ONE COAT AND AS SOON 3• AS POSSIBLE WITHIN 24 HOURS AFTER THE FINISHED COURSE OF PAVEMENT HAS BEEN APPLIED. 4 FINAL STRIPING SHALL BE "SPRAYABLE REFLECTORIZED THERMOPLASTIC" APPLIED AT A MINIMUM • THICKNESS OF 0.45 MM. CROSSWALKS AND LIMIT LINES SHALL BE APPLIED AT A MINIMUM OF 0.90 MM. ALL LIMIT LINES SHALL BE 12" WHITE UNLESS NOTED OTHERWISE. 5 REFLECTIVE PAVEMENT MARKERS SHALL BE 3M SERIES 290 VERSION OR EQUIVALENT WITH GLASS • REFLECTIVE FACES. 6. THE FIRE HYDRANT PAVEMENT MARKERS SHALL BE LOCATED PER CNB STD-902-L 7 PRIOR TO INSTALLATION OF FINAL STRIPING, "CAT TRACK" LAYOUTS SHALL BE APPROVED BY THE • CITY OF NEWPORT BEACH. NO NEW SIGNAGE IS TO BE INSTALLED UNLESS OTHERWISE NOTED. 6• REMOVE ALL CONFLICTING STRIPING BY SANDBLASTING. REMOVE ALL RPM'S. 0 PROTECT IN PLACE. @ INSTALL STRIPING PER CALTRANS DETAIL AS INDICATED. @ INSTALL PAVEMENT MARKINGS PER CALTRANS STANDARD PLAN A24A, A24B, A24C, A24D, AND A24E. E CL 0 0 "' 0 N f'.: I 0 w I <( z <( <( C- Z <( U) U) tj- 0 CD I 7 I 0 0 N U) C- I Cl w I <( z <( ~ z <( U) U) I tj- 0 CD I {Y / f'.: w w O' c- ".), CT' C ~ '" '" C CT' C ~ 0 0 <( >--0 '" C-4707 _g ,........,...--,.--------......--R=EVIE"""WE"'"D -------___,,,s.,.,1G,...N_&.,....,,.s=rR"""1=P.,.1N~G,_P,,..LA~N--..... ~ CYPRESS STREET ! DATE BY DESCRIPTION REVISIONS CITY TRAFFlC ENGINEER DATE /1-t!tJ-IZ. APP'D. DESIGNED DRAWN PA PA & JV CHECKED DATE BL 6 NOV 2012 SANTA ANA HEIGHTS .§. PAVEMENT RESTORATION "- CITY OF NEWPORT BEACH R-6014-S PUBLIC WORKS DEPARTMENT EET 15 OF 18 SYMBOL MANUFACTURE 'V TORO s GRISWALD @] RAIN MASTER ct RANBIRD EB MATCO 0 GRISWALD III RAINMASTER H FEBCO -----MAIN LINE LATERAL L VALVE NO.-. 1 APROX. GPM ----20 GPM VAL VE SIZE ---r IRRIGATION LEGEND MOD£LNO. 570Z-12P-PRX-COM DWPRV RAIN MASTER EVOLUTION DX2 44 754 SERIES GRISWALD 2000 EVFM FLOW SENSOR 825YRP DESCRIPTION 12" POP UP SPRAY HEAD W/ (X-FLOW, PRESSURE REG., CHECK VALVE) r AUTOMATIC IRRIGATION CONTROL VALVE 18 STATION AUTOMATIC IRRIGATION CONTROLLER (12 STATIONS ARE FOR BRISTOL ST. LANDSCAPE) QUICK COUPLING VALVE . BRASS BALL VALVE LINE SIZE SOLENOID VALVE (NORMALLY CLOSED MASTER VALVE) REDUCE PRESSURE BACK FLOW DEVICE PVC SCH. 40 (PVC SCH 80 UNDER PAVEMENT) PVC CLASS 315 20271 ACACIA ST., SUITE 120 NEWPORT BEACH, CA 92660 TEL. (949) 251-41999 FAX. (949) 251-0899 LANDSCAPE ARCHITECTURE 0 GENERAL NOTES: ALL PIPING AND RELATED IRRIGATION EQUIPMENT SHOWN IN PAVED AREAS IS FOR CLARITY ONLY, ALL EQUIPMENT TO BE INSTALLED IN PLANTED AREAS WHEN POSSIBLE. THE FINAL LOCATION AND EXACT POSITIONING OF THE IRRIGATION CONTROLLER SHALL BE APPROVED BY TIHE ENGINEER PRIOR TO INSTALLATION. THIS IRRIGATION SYSTEM SHALL BE INSTALLED BY A COMPETENT LANDSCAPE CONTRACTOR EXPERIENCED IN IRRIGATION INSTALLATION AND THE BASIC FUNDAMENTALS OF ITS HYDRAULIC DEMANDS. TIHE IRRIGATION CONTRACTOR SHALL FIELD SELECT ALL IRRIGATION NOZZLES AND ARK PATTERNS TO OBTAIN OPTIMUM HEAD TO HEAD COVERAGE WITH TIHE MINIMUM OF OVER-SPRAY. THE IRRIGATION CONTRACTOR SHALL GUARANTEE ENTIRE SPRINKLER SYSTEM AGAINST DEFECTIVE MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM DATE OF APPROVAL. SHOULD ANY REPAIRS BE NECESSARY DURING THE PERIOD, IF DUE TO DEFECTIVE MATERIALS OR WORKMANSHIP, CONTRACTOR SHALL REPAIR AT HIS EXPENSE. OBSTRUCTIONS WHEN VERTICAL OBSTRUCTIONS (UTILITIES BOXES, STREET LIGHTS, TREES, ETC.) INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SOAS TO PREVENT PROPER COVERAGE, THE IRRIGATION CONTRACTOR SHALL FIELD ADJUST TIHE SPRINKLER YSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE F TIHE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE EAT NO ADDITIONAL COST (TYPICAL). (E) LAWN EX. SCE VAULT in· in· >-It ,'----, 111· 3/4" ~-~ DRIVE (E) LAWN EX. HAND HOLE /4" EX. WATER METER CONTROLLER LOCATION 314· CATV CYPRESS STREET CYPRESS STREET APPROVAL RECOMMENDED: ~ NEW WATER METER FOR PROJECT SEE SHEET PREPARED BY AL DYSON FOR IRWD METER INSTALLATION r I r· 'V 112" 1/1 3/4" 3/4" 11 ,..1'1~ 112 [';1 ½'I '-0 'V 1/1 'V 1 19GPM r \ MASTERVALVEAND FLOW SENSOR BACKFLOW LOCATION 2 3 13 GPM 9GPM 1" 1" SCALE: 1/8" = 1'-0" 0 RCE 70740 I\ ·2o-\1..._,__+------l-----------------+----I SENIOR CIVIL ENGINEER CYPRESS STREET SANTA ANA HEIGHT LANDSCAPE RESTORATION DESIGNED: DRAWN: D.P. D.P. C-4707 R-6014-S CHECKED: P.A. DATE: 10-4-12 NO DATE: DESCRIPTION OF REVISIONS APPROVE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 16 OF 1 8 N'\JIA+ ~ N'\Jl,1-,JI] Nlll:1+ ~ NUr3-0 TYPICAL Nlllh ~ CONNECTIONS N'\Jl 2_ ~ W'HITE FOR FLOW N'IJI 1 + ~ =>,==;i SENSOR NVr i -~ =-+-'Ill M.512-WHJ = BLACK """" MSll-1-'Afl RAIN MASlER® EVOLUTION DX2 • FLOW SENSOR INSTALIATION Sf'I.ICE WIRES WITH WATERPROOF TYPE CONNECTORS IPR0VIDIDI SENSOR TERMINAL BOARD NPC-DX2ST" INSIDE CONTROUfR IJ I EV-CAB-SEN CABlf I\ Ii J DlRECTION OF FLOW ---- -I ·t·L-{_ l __ ___:__ __ ~,,,...71-71 lOPIPEDIAMETERS ------- DIM.ENSION 'N FLOW I SENSOR 1-- NO VALVES, REDUCERS, OR El.BOWS IN THIS AREA EXAMPLE: 5 PIPE DIAMETERS -- DIMENSION 'B' FOR 3" FLOW SENSOR, DIMENSION 'II: MINIMUM 30" DIMENSION 'B' MINIMUM 15" Upon completion of the ph~ical installation of the Row sensor, complete the wiring connection from the Row sensor to the DX2 controller by following the procedure below. 1. TURN THE POWER OFF AT THE CONTROLlfR 2. At the Flow Sensor: Connect the BIACK wire of the Flow Sensor lo the BIACK wire of the "EV-CAB-SEN", sensor cable. Connect the WHITE wire of the Flow Sensor to the WHITE wire of the "EV-CAB-SEN", sensor cable. "Use the weatherproof connectors provided with the Flow Sensor lo make the connection. 3. At the controller: Connect BIACK wire of ''EV-CAB-SEN" to "lNPl/T 1-" of the SENSOR TERMINAL BOARD (PC·DX2SI). Connect WHITE wire of "EV·CAB·SEN'' lo "INPl/T 1+" of the SENSOR TERMINAL BOARD (PC·DX2Sn. 4. Turn POWER ON at the Controller. 5. Set the Rain Master "K" and "OFFSET" values for the Flow Sensor at the controller based on the lype and size of the Flow Sensor installed. REFER TO THE TABLE PROVIDED WITH THE FLOW SENSOR FOR CORRECT "K" AND "OFFSET" FOR YOUR APPLICATION. lrritroL lrritrol Part No. 500528 Rev. C Evolution DX2 Stainless Steel Pedestal Cabinet Installation ti 16" t Mountin!I Pad- 28" X 28 X 8° minimum Size concrete J>!!d with beveled edges Pedestal Mounting 1.s· typ. , /;/ ® 0 ® / '/ 14" </ @ -+-I -© / /@ ® / © /, / / 1-----16"-----, 35" Overall with top closed Mounfing Template provided for easy installafion ~-.s• Dia. Bolt Holes-4 Places Item Descripfion A, B 2" conduit • stafion wiring 11.5" C 1" conduit -communicafion D AC pawer conduit E 1" conduit· sensor wiring F External antenna G Grounding rad RMIS Part No. 500501 Rev. C Bolt and Conduit Layout Rain Master is a technology-based, innovative, environmentally sensitive company dedicated to providing water management solutions to the irrigation industry. ~HA•N...,.A~..!.E~ 3910-B Ro~I Avenue, s;mi Volley, CA 93063 Ph: 805 527-4498 Fox: 805 527-2813 5 HEAT BRANDED 'M.V. 6 1, :24· COIL.eD 'Wll<E: ~ a. BRAGS UNION 2. WA1"ER ~ WIFl:E CCiN',ECTQFG .3. VALVE IDENTIAC.i..ilON TAG. 4. ELECTT<!ICMASTERV.ALVE- lo!E:F"!=RTO ~1lON Lf:GEND FOR MANlJF,l>CTIJRa2..A/'D MOCeL 5. VALVE BOX 'wTll-l COVER. 6. ANISH GR,,A,0E-VPLVE. BOX TO BE R.USH Vv1'TH GRADE INrl.lFi!F~ AND Z A6CNl:: ~ 1N ~ COVER/ .5Hl21.J6~ 7. BRASS NIPPLE. (o....D.%). 9. BRASS BALL VAL.Ye 10.C OMMON ~ BRIO<-FOL.II< (4) i;?EQI.J!RED . TI. ~~ MA.IN LINE PIANG -~I< TO ~ATIONLEGENDFOF:1'i"'PEPNDSIZE. t2.. PEA GRAvEL. MINMUM DEP1H OF 12 INCHES. -S. PVC MAIN WNE PIPING-TO ~. VALVES, F2eFeF! TO ~TIC.?N ~ FOR TYPI;:: l°'J'O Site. 14.P\IC 50--I 40 l'-'1Pi£ ADAPTER. 15. V~\IE BOX~ RE.MOTE. CONTROL MA.STE.I<. VALVE. WITH BALL VALVE~ UNION 3· ............ :--:--:--:--:--: .. :,. II ............ ""i;==~ •••••••••••• II 1= 1--= -:-:-:-:<<· 1=111 =llt:':IT =lll=lfSTSlt=c ,. ...... ,. ..... .... .,, .. ,. ... -,. ,-,._,-,.._A A A ,_ .-. A.,_,., A"" ---------1 3 ........ ,. ..... .. ,. ... ,. ,. ...... ,. ,. .......... ,. ..... ,. ............... .. .. .. .... .. ... ,. .. .. .. ... ... .. ... .,, ... ,,_ ... ,,_ ........ .. ..................... ,. ,. .............. .. ............ ,. ,. .. .----l9 1. FINISH GRADE 2. APPROVED BACKFlL!.- 3. POP-UP SPFsAY HEAD 4_ PvC SCH 130 NIPPI..E -4· MIN. LENGTH 5. PvC TX T 00 DEG. STREET ELI.-. 6. PvC SCH 130 -6" LONG 7. MAALEX S~ET ELL 8. LATEF<AI.. LINE PvC TEE 9. LATEF<AI.. LJNE PIPE. SIZE ,AS NOTED ON PLAN 10. HAl<DSC.APE SURFACE (WHEl'!E APPLICABL.E) POP -UP SPRAY HEAD 20271 ACACIA ST, SUITE 120 NEWPORT BEACH, CA 92660 TEL (949) 251-8999 FAX. (949) 251-41899 LANDSCAPE ARCHITECTURE 2. WATER PROOF\VIRE CONNECTORS. 3. V.ALVE IDENTlFlCATlON TAG. 4. ELECTRIC CONTROL V.ALVE- REFER TO IRRIGATION LEGEND FOR MANUFACTURER AND MODEL. 5. VALVEBOXWrrHCOVER HEATBRAND V.ALVE NO. W/-.Z HIGH CHARACTERS. 6. FINISH GRADE-VAL.VE BOX TO BE FLUSH WrTH GRADE IN TURF AREAS AND 2' ABOVE GRADE IN GROUND COVER I SHRUB .,A.REAS. 7_ BRASS NIPPLE. (CLOSE). 8. 1-7\/C SCH 40 ELL 9. 1-7\/C SCH 80 NIPPLE, LENGTH AS REQUIRED ~----l14 ~----i8 17 '---'12 10. COMMON RED BRICK -FOUR (4-) REQUIRED. 11. PRESSURE MAIN LINE PIPING -REFER TO ll<RIGA110N LEGEND FOR TYPE AND SIZE. 12. SCH 80 NIPPLE (2 INCH LENGTH, HIDDEN) AND SCH 40 ELL. 13. PRESSURE MA.IN LINE FITTING, TEE OR ELL 14. Pv'C SCH 40 MALE ADAPTER 15. 1-7\/C LP-TERAL LINE PIPING -TO SPRINKLERS, REFER TO ll<RIGATION LEGEND FOR TYPE AND SIZE. 16. PEA,, GRAVEL, MINIMUM DEP71-t OF 6 INCHES. 17. Bf2ASS BALL VALVE 113. Bf2ASS UNION NOTE: INCLUDE A DC LATCHING SOLENOID ON EACH VALVE REMOTE CONTROL VALVE WITH BALL VALVE t UNION ---~-. _,,.,,,. "", / ' I \ I \ I \ I I \ Q.C.V. ) \ \ \ ' f,\ 10" ROUND VALVE BOX. HEAT Bl<AND ~ "QCV ON LID IN 2" HIGH CHARACTE"5 . 12" MAX . =:=:=:=:=:=:=:1--6="""'M"'IN...,.......Jr=======\l.,.........,.,-.r0~_;:::2::::...,,.,. ...... -,®.,.,2.--F1NISH GRADE ::;;~;~~~\:\\\\ 111111111111 == == II 1111 ,. ... ,. ................. ,. ............ ,. ......... .. ·.;.;.;,:,:.:,:,:. 1111 1111 .~:~~~;~;:~~:~:t;!=111'' "'"~ "CIIIL11111111111111111111111 II 11 1111 I 11 9 0 QUICK COUR...ING VALVE 0 Bf2ASS NIPPLE {LENGTH AS l'!EQ_) ® Bf2ASS 90 DEG. ELL. @ BRASS NIPPLE -6" LONG. 0 BF<ASS 90 DEG. STREET ELL 0 MAIN LINE FITTING ® 1 CUBIC FT_ OF PEA GRAVEL_ @ MAIN LINE PIPING ©wALKORCURB QUICK COUPLING VALVE -IN BOX 6" ~ """·"'·""·""·,..·""""· "'· "'· -,,-,.,-,, ············'----ir-----""T'"--r--r-..... ,. ..... ,. ........... ,. 'T .... A ..... A .. A A ,_ .. A A,_ A,_,_,. A A,._,_ ........................... A ,. ,A, A ,_ ,_ A ,_ ,-. A ,_ A ,. ,_,_A ,. _. A ,_AA 12" MIN 18" • .:. ~ .... :-,,._.-,,: 6 ,--iii.t::·::::·:··~:::::u:;;u:::::~------w:,:::.u:::· 1. HAADSCAPE EDGE (\>,/HIE!<E APPLICABLIE). 2. TRENCH 3.LATEl<AL LINE PIPING. 4.Pl<IESSUf<IE MAIN LINE PIPING. 5.CONTROL Wll<ES, TAPE AT 6 FT. O.C. 6.CLEAN, APPl<OVED BACKFILL MATEf<IAL. 7.FINISH GRADE. l<EFEf< TO lf<f<IGATION SPECIFICATIONS FOF< ADDITIONAL INFOF<MATION. TRENCHING APPROVAL RECOMMENDED: ~ MIN LEGEND 1. 20" X 30" f<ECTANGULAf< VALVE BOX. 0-- 2t= 0 •□ 2. 14" X 19 f<ECTANGULAf< VALVE BOX. 3. 10" DlAMETEf< Clf<CUL.AR. VALVE BOX. 4. EDGE OF HAl<DSCAPE SUf<FACE. ETC. NOTES: SET VAL VE BOX AND VALVE ASSEMBLY IN Gl<OUNDCOVEf< / SHl<UB Af<EA WHEf<E POSSIBLE, INST ALL IN TUf<F ONLY IF THEf<E IS NO ADJACENT Gl<OUND COVEf< SET VALVE BOXES 2" MAXIMUM ABOVE GRADE IN MULCH COVEf< Of< Gf<OUNDCOVEf< / SHf<UB Af<EAS, SET FLUSH WITH FINISH GRADE IN TUf<F Af<EAS. 4 ·t= 2 PLAN VIEW AVOID HEAVY COMPACTION OF SOIL Al<OUND VAL.VE BOXES TO Pf<EVENT THElf< DEFOF<MATION / COLLAPSE_ SET VALVE BOXES PAl<ALLEL TO ONEANOTHEf< AND PEf<PENDICULAf< TO EDGE. CENTEf< VALVE BOX OVEf< VALVE TO FACILITATE SEf<VICING OF VALVE. INSTALL ALL VALVES PEf< VALVE INSTALLATION DETAILS_ VALVE BOX INSTALLATION :· ,-------il 6. Tl-ll<EADED Blql55 NIPPLE-LENGTH ),S mlUll<J:D 7. ANISH~. 8. CONC!<fTE THRIJ5T BLOCK-1T X 17 Xll 9. TO IRRIGATION SY5lEM • SEE PLAN RJR SIZE AND T'l'PE. 10. PVC SCH 60 MAJ.E AJlo.PTER TYPICAL 11. Bl¼SS COUPLING. SETA.USHWITl1 CONCRETE 12. TO IRRIGATION POINT CF CONNECllON, WJ.r'ER SOURCE 1:3. 4-THICK WNCRETE PAfJ 14-. 5rRCNG 8GX BACKFWW ENCLOSURE (5BBC-30CI<) POWDER C',CI\TED WIIZICG12EEN STAINLESS STEEL BACKFLOY'i PREVENTER ~,--.,,.l--4+----,5f--6+---+7--~n --------ti 11+------- 1. FINISH GRADE 2. 2" IN G.C., FLUSH IN LAWN 3. VALVE BOX HEAT Bl<AND. B.V.' WI 2" HIGH CHAf<ACTEl<S_ 4. PVC MALE ADAPTER (TYP.) 5. BRASS BALL V,AJ..VE 6. BRASS NIPPLE 7. BRASS UNION 8. 1 CU. FT. PEA GRAVE {MIN) 9. Bf<ICK Of< CONC. SUPPORTS. 10. PVC MAINLINE AND FITTINGS. BRASS BALL VALVE C-4707 RCE 70740 \\·1o-\ 't--1---1-----11--------------------t------1 SENIOR CIVIL ENGINEER CYPRESS STREET SANTA ANA HEIGHT LANDSCAPE RESTORATION DESIGNED: DRAWN: D.P. D.P. CHECKED: P.A. DATE: 1 0-4-12 NO DATE: DESCRIPTION OF REVISIONS APPROVE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6014-S SHEET 17 DF 18 ·------------~ PLANTING SPECIFICATIONS SCOPE OF WORK PROVIDE ALL LABOR, EQUIPMENT, MATERIAL, AND SERVICES NECESSARY TO COMPLETE THE FINISH GRADING, SOIL PREPARATION, PLANTING, AND MAINTENANCE AS SPECIFIED. A. GENERAL WORK Pl<.OCEDURES WORK PROCEDURES SHALL FOLLOW BEST CUSTOMARY PRACTICE. 1. ALL MATERlAL..S SHALL BE BEST AVAILABLE. DO NOT BEGIN SOIL PREPARATION AND PLANTING UNTIL IRRIGATION WORK AROUND PLANTING AREA IS COMPLETE AND TESTED. 2. PREMOISTEN -SPEClAL.. CARE SHALL BE TAKEN TO PREMOISTEN THE SURFACE 8" OF ALL PLANTING AREAS AND INSURE THAT PLANTS ARE PREVENTED FROM DRYING DURING PLANTING OPERATIONS. 3. WEEDING, BEFORE AND DURING PRELIMINARY GRADING AND FINISH GRADING. ALL WEEDS AND STOLONIFEROUS GRASSES, NUT GRASS AND JOHNSON GRASS, SHALL BE CHEMICALLY ERADICATED OR DUG OUT BY THE ROOTS AND DISPOSED OF OFF SITE. 4. PREMISES SHALL BE KEPT CLEAN AND MANT,AJNED FREE OF CONSTRUCTION LITTER, ALL EMPTY CONT,AJNERS, EMPTY BAGS AND DEBRIS SHALL BE REMOVED FROM THE SITE UPON COMPLETION OF EACH DAYS WORK. ALL WALKS OR PAVEMENTS SHALL BE SWEPT OR WASHED CLEAN DAILY. B. MATERLALS 1. ORGANIC AMENDMENTS -ORGANIC AMENDMENTS SHALL BE DECOMPOSED NITROGEN STABILIZED COMPOSTED RED WOOD SHAVINGS CULTIVATED INTO TOP 8" OF ALL PLANTING AREAS. 2. HUMATE -PLUS GRANULAR SOIL CONDITIONER BY "TRI-C'. 3. COMMERClAL.. FERTILIZER -COMMERCIAL FERTILIZER SHALL BE AGRIFORM 18-18-6 COATED PELLIETS OR EQUAL 4. SOIL SULFUR -SOIL SULFUR SHALL BE AGRICULTURAL GRADE. I 6. MULCH SHALL BE A MINIMUM OF TWO INCHES OF O' -2" AGUINAGA FOREST FLOOR 7. PLANTING TABLETS -PLANTING TABLETS SHALL BE 21 GRAM AGRIFORM BLUE CHIP PLANTING TABLETS. 8. PLANTS -ALL PLANTS SHALL BE HE,AJL THY, OF NORMAL GROWTH, WELL ROOTED, FREE FROM DISEASE, INSECTS, INSECT EGGS AND LARVAE. THE ROOTS SHALL SHOW NO EVIDENCE OF HAVING BEEN RESTRICTED, DEFORMED OR OR BOUND AT ANY TIME. VARIETIES AND SIZE OF PLANTS SHALL BE AS STATED ON THE PLAN. PLANTS SHALL BE SUBJECT TO INSPECTION AND APPROVAL OR REJECTION BY THE OWNER OR HIS REPRESENTATIVE ON THE SITE AT ANY TIME BEFORE OR DURING PROGRESS OF PLANTS SHALL BE REMOVED FROM THE SITE IMMEDcATELY. SPECIAL CARE SHALL BE TAKEN TO INSURE THAT PLANTS IN CONTAINERS ARE ADEQUATELY WATERED. 9. PLANTING MIX -ALL SOIL BACKFILL IMPUTS FOR TREES, SHRUBS, VINES, UNLESS OTHERWISE NOTED, SHALL BE PREPARED SOIL CONSISTING OF 40% NITROLIZED ORGANIC AMENDMENTS AND 60% SUIT ABLE EXISTING SOIL. PLUS POLYMERS PER THE FOLLOWING ,AJMOUNTS. MYCORRHIZAE SPECIFICATIONS. CONTRACTOR SHALL APPLY TIRY-C' ENDO 120 ARBUSCULAR MYCORRHIZAL INOCULUM AT THE FOLLOWING RATES APPLY AT 11/2 LBS. PER 1,000 SQ. FT. FOR ALL LANDSCAPE AREAS TILL INTO SOIL W/ AMENDMENTS. FOR BACKFILLED BEDS APPLY AT 5 LBS. PER CUBIC YARD OF MIX. CONTRACTOR SHALL ,AJLSO APPLY TRY-C' MYCO PACS PLACE INDIVIDUAL PACKETS AD.JACENT TO ALL SHRUB ROOT BALLS AT THE FOLLOWING RATES. 1 GAL=1 PACK 5 GAL. = 3 PACKS 15 GAL. = 8 PACKS CONTACT TRY-C 1-800-927-3311 FOR SUPPLIERS. C. INSTALLATION. 1. SOIL CONDITIONING (NON SLOPE AREAS) THE FOLLOWING APPLICATION SHALL BE MADE PER 1,000 SQUARE FEET OF AREA AND SHALL BE THOROUGHLY CULTIVATED INTO THE TOP 8 INCHES OF PREMOISTENED SOIL 4 CUBIC YARDS ORGANIC ,AJMENDMENT 20 POUND COMMERClAL.. FERTILIZER 100 LBS TRI-C HUMATE PLUS GRANULAR SOIL CONDITIONER (AREAS WITH SLOPES GREATER THAN A 3:1 RATIO ARE EXEMPT). 2. TREE AND SHRUB PLANTING a) EXCAVATE PITS WITH VERTICAL SIDES FOR ALL PLANTS, SHRUBS, AND TREES. PITS SHALL BE 1-1/2 TIMES THE DEPTH OF BALLS, AND TWCE THEIR WIDTH. b) TERRA SORB AG POLYMER SHALL BE ADDED TO PLANT BACKFILIL PER THE FOLILOWING: 1 TABLE SPOON PER 1 GALLON PLANT 3 TABLE SPOON 5 GALLON PLANT 4 TABLE SPOON 15 GALLON PLANT 2 TABLE SPOON 1/2" CALIPER OF TREE TRUNK FOR SPECIMEN PLANTS LARGER THAN 15 GALLONS. UNUSED EXCAVATED SOIL SHALL BE DISPOSED OF OFF THE THE SITE. SIZE OF CONTAINER NUMBER OF TABLIETS WEIGHT GRAMS 1 GALLON 1 21 5GALLON 2 42 15 GALLON 6 126 BOXED CONTAINER 10 210 d) PLANTING HEIGHT OF SHRUBS AND TREE CROWNS TO BE 1 INCH ABOVE FINISH GRADE UNLESS NOTED OTHERWISE ON PLAN. e) COMPACT SOIL AT BOTTOM OF PIT AND TRAMP FIR.ML Y. FILL SOIL AROUND BALL OF PLANT USING BACKFILIL AS SPECIFIED AND WATER THOROUGHLY f) IMMEDIATELY ,AJFTER PLANTING, STAKE ALL TREES TO PREVENT DAMAGE FROM WIND AS DETAILED. g) GR.ADE AREAS AROUND PLANTS, TO FINISH GRADE AND DISPOSE OF EXCESS SOIL. h) WATER -IMMEDcATELY AFTER PLANTING, WATER SHALL BE APPLIED TO EACH TREE AND SHRUB, IN SUCH A MANNER AS NOT TO DISTURB BACKFILIL OR MULCH, AND TO THE EXTENT THAT ALL MATERIALS IN THE PLANTING HOLE ARE THOROUGHLY SATURATED. (SEE PLANTING DET,AJLS FOR VARATIONS FROM ABOVE.) 3. GROUND COVER AREAS PLANTING PITS FOR GROUND COVERS SHALL BE 4" X 4", OR ADEQUATE TO ACCEPT MATERlAL.. FROM FLATS WITHOUT CRUSHING OR DEFORMING THE ROOT BALL. PLANT AT SPACINGS AND IN AREAS INDICATED ON THE DRAWINGS. SOIL SHALL BE FIRMLY PRESSED AROUND EACH PLANT, AND THE EXCESS SOIL REMOVED FROM THE CROWN. EACH SECTION OF GROUND COVER SHALL BE IMMEDIATELY WATERED UPON COMPLIETION OF PLANTING, OR WITHIN ONE HOUR. 4. MULCHING OF SHRUB AREAS CONTRACTOR SHALL APPLY A MINIMUM OF TWO INCHES OF O'' -2" AGUINAGA FOREST FLOOR TO ALL GROUND COVER AND SHRUB PLANTING AREAS AFTER COMPLETION OF ALL PLANT INSTALLATION (ONE CUBIC YARD COVERS 162 SQ. FT. AT TWO INCH DEEP.) AREAS LIESS THAN ONE INCH DEEP AFTER SETTLEMENT FOR ONE WEEK SHALL BE REMULCHED TO ACHIEVE THE REQUIRED 2" DEPTH. 5. 60 DAY PLANT ESTABLISHMENT, 60 DAY MAINTENENCE PERJODS. ALL PLANTING SHALL BE MANTAINED (BY CULTIVATING, MOWING, WEEDING, WATERING, FEEDING, SPRAYING AND PRUNING) FOR 60 DAYS AFTER COMPLETION AND ACCEPTANCE OF ALL PLANTING. ALL SHRUBS AND TREES NOT LIVING ,AJFTER 60 DAY PLANT ESTABLISHMENT AND 60 DAY MAINTENANCE SHALL BE REPLACED. A FINAL INSPECTION SHALL BE MADE BY THE OWNER OR HIS OR HER REPRESENTATIVE TO VERIFY THE FOLILOWING: HE,AJL THY, PEST FREE PLANT MATERl,AJLS, VIABLE WEED FREE GROUND COVER AREAS, ST ,AJKING OF TREES, ETC. SHRUBS -I'\ SYMBOL. QUANTITY COMMON NlAME SIZE DESCRIPTION ~-AEO-URB 6 Ff\/E GlAL. L.lARGE GREEN SUCCULENT LEAVES IN ROSETTS UP TO 2 FT. ACROSS REGUL.lAR WATERING 3 FT. WIDE BY 18" T lA.LL.. .., ALO-FER 12 SYMBOL. BOTANICAL. NAME AEO-URB AEONIUM URBICUM ALO-FER ALOE FEROX SALlAD BOWL AEONIUM TOOTH TIREE ALOE TASRED 15 GJ.IJ.... SPECIMEN ,ALOE W/ STEEL-BLUE TRlANGULA..R LEAVES W/ D..ARK TOOTHY BUMPS RISE UP\.1/,ARD ON 6-8" DIAMETER SINGLE TRUNK ~ DlA--TAS 103 PHI-XAN 14 RAP-MAJ 29 €) SES-AUT 92 DIA-TAS DIANELLA TASMANICA PHI-XAN PHIL.ODENDRON XANADU XANADU PHIL.ODENDRON RAP-MAJ RAPHIOLEPIS MAJESTIC BEAUTY 'MONTIC RAPHIOLEPIS SES-AUT SESLERlA AUTUMNALIS AUTUMN MOOR GRASS GROUND COVER SYMBOL. BOTANICAL. NAME DYM-MAR DYMONDlA MARGARET AE 0 COMMON NAME DYMONDIA SES-AUT FIVE GAL. LOW FLlAX LIKE PLANT TO 18" \MTH DENSE DARK GREEN FLOPPY LEAVES \MTH RED BASE. FrvE GAL. DEEPL. Y L.OBED TIROPIClAL Gl.OSSY GREEN L.EAVES ON COMPACT DENSELY FOL.lAGED CL.UMP TO 2 TO 3 FT. 15 GAL. LARGE SHRUB W/ PINK FLOWERS INTERES"TlNG OPEN BRANCHING STRUCTURE IF PRUNED. ONE GAL. GRASS TO 20 TALL, BEARS SPIKE-LIKE SILVER-WHrTE (TURNING GOLDEN) FLOWER TASSELS SPACING DESCRIPTION 4·0.C. TIGHT MAT TO 3" WI YELLOW FLOWERS. FOLlAGE LOOKS LIKE A MINlATURE GAV-NA. (E:) LAWN Dl<'JVE (E) LAWN DIA-TAS DYM-MA.R ALO-FER DYM-MAR ALO-FER NOTE: lA.LL. MASS PLANrEO SHRUBS AND GROUND COVER 5HAI..L BE PLANTED AT EQUAL SPACNG (ll<IANGULP-J<) UNLESS OTH-E IN~CATIED ON PLANS. SEE LEGEND FOR SPACING REQUIREMENTS. MUL.CH lA.LL. PLANTING .AREAS PER SPEC. CYPRESS STREET CYPRESS STREET GROUND COVER AND SHRUB SPACING 1. CROWN OF PL.ANT TO BE: 1" ABOVE: FINISH GRADE: 2. 4· HIGH TE:MPOlsAl<Y BASIN. .3. :Z THICK SHl<E:DDE:D MULCH DO NOT USE: BAl<K CHIPS WHE:RE: PLAN CALLS II • 1111-II FOR MULCH COVER IIIIIILJlfY° 4. FE:RTLIZE:RAND MYCCl<RHIZAE: 1111"' TASS (SE:E: SPE:CS.) II ill 5. BACKFILL MIX (SE:E: SPE:CS.) II llllll 6. DIG HOLE: A MIN. OF 11/2 X THE: DE:PTH • II 1111 -1111 1111 OF THE: PL.ANT CCNTAINE:R 11~1111~1111~111 7. COMP.ACTE:D BACKFILL PE:R SPE:C. 2X BALL DlA. NOTE: UNTf\NGLE MA.TTED ROOTS BY LOOSENING AU. !<COTS AT EDGE OF ROOT BALL wrrH WATER FROM HOSE. DO NOT CRACK ROOT BALL. SHRUB PLANTING DETAIL 20271 ACACIA ST., SUITE 120 NEWPORT BEACH, CA 92660 TEL (949) 251-6999 FAX. {949) 251--0899 APPROVAL RECOMMENDED: Patrick Arcin· AEO-URB ALO-FER DYM-MA.R EXISTING TREE TO REMAIN PROTECT IN PLACE AEO-URB PHI-XAN NOTE: LANDSCAPE SUB-CONTRACTOR SHALL HAVE C-27 LICE:NSE SCALE: 1/8" = 1'-0" 0 C-4707 LANDSCAPE ARCHITECTURE RCE 70740 \I <Z0-1,~--+----+-----------------+----1 SENIOR CIVIL ENGINEER CYPRESS STREET SANTA ANA HEIGHT LANDSCAPE RESTORATION DESIGNED: DRAWN: D.P. D.P. CHECKED: P.A. DATE: 10-4-12 NO DATE: DESCRIPTION OF REVISIONS APPROVE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6014-S SHEET 18 OF 1 8