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HomeMy WebLinkAboutR_5763_SPH2_ASBUILTCl IN \_GE_._RD; 1GTON 9.86 - 52 TC )2 FS re • -J ·s --~ ~-~- 5 5 TC ~ 0.59 TC ---· • FS 10.09 FS 10.80 ll, 7✓-_;;.:....:..::~--.J..0.02 FS 10.30 F'i.. ~ 711 \ 10.7C TC ;{ I 16.11' ~--:;-. -.:{<\Fi 10.61 FS +00 11.73 r END CUR 11.45 TC . 11.45! T 10. S 10.95 FS 0.65 FL 5 .21 ECR TC F ."63 1Q.13 ;{'·:~~-;; ; .. : : • . -.-··~:::·:.:r >.,. ~'; --·· -•• -· r •. ~".--!::::~~; l·:-, ~·; };• -_;1,1 ~-_: -·'.····-/ ;.:;-~: ---\ · 11.28 FS ~ . . ·~ . . 1' T 1).40 F 11.85 TC 11.35 FS PULVERIZE EX AC PLACE BASE & • 3• AC _ 3X3 6+ 70;06_ B~R 10.59 TC O" CF 6+71. ST. L --~r--': ~I -I -I I . oc:t: SHEEF 5.19 MA' I ._ en . en I.L..: -·-LL. • __ u I 0 { • ·• ·:,-7- 8( . ', ·Z '. . : '. I r:: .~ < • ___ .B 9.78 ;' ---35 -. --· ' , . . •. -·, , .. i •. __ , .. ' / ---------------------~-~--------~-------------_,. --- \ PUBLIC WORKS DEPARTMENT -~ ... SHEET INDEX : FOR PHASE 2 SHEET INCeX SEE S.'EET 13 1 1A 1 2-3 3A 38-3C 4-6 7 B BA 9-10 11-12 13-14 15-17 TITLE SHEET CONSTRUCTION NOTES GENERAL NOTES TYPICAL SECTIONS &: DETAILS / 1--: -:_-,..mil INTERIM DEMOLITION AND CONS CTION DETAIL"- HORIZONTAL CONTROL PLANS -~I BALBOA BOULEVARD EAST BAY AVENUE ALLEY 256-U ALLEY 221 ALM STREET W HINGTON. sm"EET MAIN TREE/ R PARKING LOT AND ACCESS R'.JAD NOT US ' \ 0 00 ~<:; I ~ STOR BALBOA VILLAGE -PHASE 2 IMPROVEMENT PLANS 18 19-26 27-34 35-37 DEM TION • ANS H DSCAPE H RIZONTAL CONTROL PLAl'lS ORM DRAIN PL S AND DETAILS llDE GATE VAULT D JAILS j~'"'---:! -<..:_ J PROJECT LOCATION \/ICINITY MAP SC/1LE: 1" = 4400' SYMBOL LEGEND • POWER POLE Q'SSMH SANITARY SEWER MANHOLE tf' FIRE HYDRANT n_WM_ u WATER METER BOX &: SER'llCE □GM GAS METER -~ VALVE E;----PO'lt'ER POLE ANCHOR 0 MONUMENT -x-x--x-FENCE .aL ,La JL£ .LLL. BLOCKWALL TREE SHRUBBERY ASPHALT PAVEMENT . -. ~I BRICK;ALK [:·_ .: ~--.·J -CONCRETE ~"t«tu1/a BUILDING -· _ _ _ EXISTING CONS'rRUCTION PROPERTY LJNE ----NEW CONS1RUCTION ~ ,_ -PHASING LINE DYARD & RESER ~ RD. :J:i LEGEND: CP 9 0 COLD MILL AC PAVEMENT, COLD MILL CONCRETE PAVEMENT. REMOVE AC PAVEMENT. REMOVE CONCRETE PAVEMENT. LIMITS OF CONSTRUCTION {LOCATION MAP) LANDSCAPE AREA CONCRETE LIGHT STANDARD CONCRETE POST W/ HANGING BASKETS 2' DIAMETER PRECAST CONCRETE POT A El ASH RECE!'_T ~CLE T O / TRASK RECEPTACLE MODULAR NEWSPAPER RACK BIKE RACK @:---CONST. NOTE NUMBER W-DETAIL .ON SHEET NO. (!) STREET DRAWING -NUME!ER £, HARDSCAPE DRAWING NUMBER @) STORM DRAIN DRAWING NUMBER APPROVED: PHASE 1 ~ ® ,~ @ l ~ ~ !') @ :t ~//\. 1 • (:?· .. ;:~:;::/1;i;:1tI{f}i!J/½~NttJ.,~/~t~~tf!H!Jffkid;~iH~it:J:lN~\:j/:Jt ©@ /4"' ®£~ • @~ 4 ©©& PHASE 1 ~ _____ _, 256·8 @ !:==:;:=;:"'-• ff 256-U @ ti ALLEY 256-V e~ •• '"'@I FRONT FENINSULA PARK ~ C-3527 PHASE 2 PIER PARKING LOT -' TOWE ® ® ©@ /4 • ALLEY 256-S @) 1 ' --=--,--,c--J 1§ BALBOA BLVD. PHASE 2 ©~ • ;@~ <!ll\\ ©©& 6 ALLEY ~56-@ \I ti ALI..Ef 256-V @fl l'ENl\l6I.U\ . PARK LJ 11 1111111111 111 I I I I I I 111111 11 OCEAN PIER PARKING LOT 7 37A 38-44 45 46-48 49-50 51-62 -91 92-96 II 11111 i I Il l 1111111 1111 11 i I WATER AND SE\'IER PL S ODOR CONTROL SIGNING AND STRIPING TRAFFIC SIGNAL STREET LIGHTS TRAFFIC CONTROL IRRIGAllON PLANS AND DETAILS PLANTING PLANS 1ND DETAILS NOT USED ___ _(i_ ___ ,_ CENTERLINE ~ WATER AND SEWER DRAWING NUMBER \_ BALBOA PIER IESTROOM \ D 111111111 i 111 1111111 11111 1 i 111111 1111111111 i I ! ! 11111111 1 II rQ'III 1111111111111 tBALBOA PIER RESTROOIA □ 11 1111111111111 1111 i I II 11111 11 1 I 11 JI I ! 11 111111111111111 11 I 11J'II 11111 IH 11111 1 ___________________ ...,.._ ..... ________ .., ----S----SEWER LINE ------w~0 ---WATER LINE ---G---GAS LINE PHASE 1 LOCATION tvtAP SCALE 1 "=200' PHASE2 LOCATION MAP SCALE 1"=200' PHASE 3 , LOCATION MAP SCALE 1"=200' --E--POWER LINE NOTE: FOR PHASE 1 CONSTRUCTION DOCUMENTS OEE BALBOA VILLAGE IMPROVEMENT PLANS, C-3333. i!,,i. HlllcresfComracting Inc P.O. Box 1898 ' ---TEL -TELEPHONE LINE --CA fV_ CABLE'llSION LINE Corona, CA 9287B• Hl' -SP--SPRINKLER SYSTEM :a: STREET LIGHT BORING LEGEND : ·-u--SIGN ~ DYA BORING LOCATION. BENCH MARK: BASIS OF COORDINATES: p =-1 GARAGE OPENING BASIS OF BEARINGS: O.C.S. B.M. 1 E-116-99 ON THE TOP NORTHWEST CORNER ~ OYA CORING LOCATION, 1--=-===i WiNDOW + CORING LOCA110!11 BY OlHERS. THE BE/\RING N 55°27'55" W BEING THE CENTERLINE OF A 5.0 FT BY 5.0 FT CONCRETE CATCH BASIN. MONUMENT IS LOCATED ALONG THE WESTERLY SIDE COORDINATE VALUES OF NORTHING 1108.60, EASTING 1162 BEING THE COORDINATE OF A 2" BRASS DISK AT * SPRINKLER CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG OF BAY AVENUE AS SHOWN ON PARCEL MAP RECORDED IN BOO'< 117, PAGE 24, RECORDS OF ORANGE COUNTY, WAS USED AS THE BASIS OF BEARINGS FOR THIS SURVEY. OF PALM STREET, 110. FT. NORTHERLY OF BAY AVENUE AND 2 fl' WEST OF THE CENTERLINE OF PALM STREET. ADJ 1999 -ELEV 5.183 NGVD29 THE II\JTERSECTION OF THE CENTER LINE OF BAY AV::NUE < WITH THE CENTER LINE OF WASHINGTON STREET. EMERGENCY TELEPHONE NUMBERS DAY NIGHT ,•'.'. APPROVAL RECOMMENDED: A~~~·v·~·-.At··. REC,~M. NDED: AP. r_ROVAL RECOM~ENDED: /. ~-. WE •.. D B : ~. ~-,... -SOU•HERN CALIFORNIA GAS COMPANY 1(800)-624-8153 1(800)-624-8153 ~ /, _ ~ • • i' ~~ SOU"i 1ERN CALIFORNIA EDISON COMPANY 1(800)-611-1911 1(800)-611-1911 -~=~=~==~ /''llft _,,d ~ . rdfJi~L . 7v, .. r , 11 ~.¼.';> ,,__,~t,\ESat '1'< .PACI' )C TELEPHONE COMPANY 611 611 1---+---+----~~--------+---l j\,t,E!llERAL SERVlCs_S QIRECTqR UJ,lUTIES SERVICES MANAGER TRNSP. & DEV. SER\IICES MANAGER . .SEN10RCr/lL ENGINEER ~~l__,;j < " -~-i --~ °CITY OF NEWPORT BEACH UTILrnES SECTION (949)-644-3011 (949)-644-3011 • f L--fa~ l) i:---N,•Lc.l,i,w R.C,E. NO. 25333 R.C.E. NO. 22045 R.C.E. NO. 43oo3 ff(" 39308 -;,, ·-.~ & 10/8/01 NJG REV SHTS 1A, 3A, 3C, 4, 5, 14, 16, 17, 19, . u DATE Giz,1 {u:x:rt/ DATE _£:-_~J -0 2:-DATE ..Jrn,;, 27. .2.002-'DATE .1-zs--02 I ' No.~=~ * ,' ·-, COIJIJY SANITATION DISTRICTS (714)-962-2411 I \:' Exp •. 2i::~.1-.!>1 _.-.__;I •• OF ( ',\N GE COUNTY (949)-644-6222 '~N'IY\L ;Sq.~ L COM( :iT CI\BLEVISION (949)-542-6222 : ~~~o/ ' ·----•--·--UN_D_E ~:o_u_N_D_SE=R_v_1c_E_AL_E_R_T_D, ___ 1_(_so .. o .. )_-_4_2"'_"-_4_1_3_3 __ 1_(8_0_0_)_-_42_2_-_4_1_33 _______ ....,._, ___ , ___ , ____ ~=,__ _________________ ...., ____ ...._ ___ ..,_ _______ ~ ___ .....__, ___ ....,..,._ ____ ..,_,._ ___ ...., ___ ...i.,.,_! 20, 21, 22, 25, 35 ffi 9/20/01 RGS RE'llSE SHEETS 4 & 10 DATE BY DESCRIPTION IAPP'D. RE\IISIONS APPROVED: SENIOR IVIL ENGINEER R.C.E. NO. 39308 DATE _4?A,/o,.,,- DESIGNrn fii I ORA WN CN CHECKED___ DATE NJG XX JAN 2001 CITY OF PUBLIC ::) ca (/) < 1/ ~ - ' \ ~ STREET CONSTRUCTION NOTES : 2 3 4 5 ffi 8 9 10 11 CONSTRUCT PCC ALLEY PER CNB SID-140-L, 141 -L AND 142-L CONSTRUCT VARIABLE TI-IICKNESS A.C. LEVELING COURSE. PROVIDE AND INSTALL FABRIC GLASSGRID 8502. CONSTRUCT 2-INCH TI-IICK RUBBERIZED A.C. FINISH COURSE. CONSTRUCT 8-INCH TI-IICK P.C.C. CONCRETE ROADWAY PER CNB SID-108-L AND SID-109-l OVER 4• AB. CONSTRUCT PLUG FOR ABANDONED DRIVEWAY PER CNS STD-165-L. CONSTRUCT TYPE "A" P.C.C. CURB AND GUTTER, 6" MIN. TO 8" MAX. CURB FACE PER CNB STD-182-L. (CURB HEIGHT VARIES PER PROFILES). CONSTRUCT TYPE "B" P.C.C. CURB PER CNB SID-182-L. CONSTRUCT DRIVEWAY APPROACH (MODIFlED) PER CNB SID-160-l. CONSTRUCT 4-INCH P.C.C. SIDEWALK PER CNB SID-180-L. CONSTRUCT P.C.C. ALLEY APPROACH PER CNB STD-142-L, TYPE "C" (MODIFIED). CONSTRUCT STANDARD 8' \\lDE CROSS GUTTER PER CNB ST0-185-L. CONSTRUCT 4' \\lDE CROSS GUTTER PER DETAIL ON SHEET 3. CCNSTRUCT CURB RAMP PER APWA STD PLAN 111-2. CASE D, TYPE 2. CCNSTRUCT CURB RAMP PER APWA SID PLAN 111-2 CASE A, TYPE 4. CONSTRUCT RADIUS CORNER CUT-OFF CURB RAMP PER DETAIL ON SHEET 3. APPLY SLURRY SEAL CONSTRUCT LOCAL DEPRESSION PER APWA STD. PLAN 313-1, CASE G AND DETAIL ON SHEET 3. CONSTRUCT 3" TI-IICK AC PAVEMENT OVER 4" AB. CONSTRUCT 3" TI-IICK AC PAVEMENT OVER B" AB. CONSTRUCT 8-INCH PCC PAVEMENT PER APWA STD. PLAN 131-1. CONSTRUCT CURB RAMP PER DETAIL ON SHEET 3. 23 CONSTRUCT LOCAL DEPRESSION PER CNB STD-304-l AND DETAIL ON SHEET 3. CCNSTRUCT PRIVATE DRAINS TI-IROUGH CURB PER CNB STD-184-L. CONSTRUCT CURB RAMP PER APWA STD PLAN 111-2 CASE A, TYPE 4 (MODIFIED). CONSTRUCT PARKING METER POST PER CNB STD'S 920-L/921-L/922-l. INSTALL CONCRETE PARKING STOP 8"x30" -5 1/2" HIGH PER BROOK PRODUCTS INC. B 9 CONSTRUCT 2" RUBBERIZED AC PAVEMENT OVER 3" AC PAVEMENT OVER 6" AB. CONSTRUCT 5" AC PAVEMENT OVER 6" AB. @ CONSTRUCT CURB RAMP PER APWA STD PLAN 111-2 CASE B, TYPE 1 (MODIFIED). @ CONSTRUCT 6" PCC, 4" CAB SIDEWALK / DRIVEWAY. ® CONSTRUCT TRASH ENCLOSURE PER DETAIL ON SHEET 3. @ CONSTRUCT MODIFlED 12' CROSS GUTTER PER CNB STD-185-L. ® ® CONSTRUCT TYPE •c• P.C.C. CURB AND GUTTER PER CNB STD-183-L (MODIFIED) AND Dl:TAIL ON SHEET 3. BLOCKOUT TREE WELL. @ EXCAVATEBEACH SAND AS NECESSARY, INSTALL 6" PERFORATED PIPE, WRAP 1--t/4 TURNS W/FILTER FABRIC ANO BACKFlLL TI-IE EXCAVATION W/ BEACH SAND. @ REMOVE PORTION OF EXIST. VAULT WALL AND INSTALL PERFORATED PIPES AND GROUT AROUND PIPES WITH CLASS C MORTAR. ® CLEAN INSIDE "QUICKSEi VAULT BY REMOVING TOP 2 FEET OF GRAVEL AND DEBRIS .A.ND FILL \\lTH 2 FEET CLEAN 3/4" GRAVEL TO EL. 7.00 M.S.L. ® EXTEND PERFORATED PIPES 18" INTO EXIST. "QUICKSEi VAULT, WRAP WITI-1 FILTER FABRIC AND SECURE \\lTI-1 STAINLESS STEEL BAND. ® WRAP PERFORATED PIPE ENDS \\lTI-1 FlLTER FABRIC AND SECURE \\lTH STAINLESS STEEL BAND .• @ _CONSTRUCT DrllVEWAY APPROACH (MODIFIED) PER CNB STD-161-L. @ INSTAUL BOLLARD PER CNB STD-917-L. @) CONSTRUCT 5" AC OVER 6" AB WITI-1 ASPHALT TEXTURING. @ CONSTRUCT CURB RAMP_ PER APWA STD PLAN 111-2, CASE B, TYPE 1. @ COORDINATE INSTALLATION OF PLASTIC BOLLARD BY CITY. @ CONSTRUCT VAR!ABLE THICKNESS AC PAVEMENT (1-1/2" MINIMUM THICKNESS) ABBREVIATIONS @ AT EL ELEVATION 4. PT ANGLE POINT E'LY EASTERLY AB ASPHALT BASE ENCL ENQOSURE ABAND ABANDONDED EMH ELECTRICAL MANHOLE AC ASPHALT CONCRETE EPB ELECTRICAL PULL BOX ACP ASBESTOS CONCRETE PIPE EQ EQUAL ADA AMERICAN DISABILITIES ACT ETC ET CETERA APWA AMERICAN PUBLIC WORKS ASSOCIATION EX EXISTING APPR APPROACH EXIST EXISTING ARV AIR RalEF VALVE EV ELEC_TRICAL VALVE ATTN FE FLAN.GED END DEMOLmON NOTES : 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 ~ @ ® ® @ COLD MILL 1" EXISTING STREET CONCRETE PAVEMENT. SAWCUT AND REMOVE EXISTING PCC CURB AND GUTTER. SAWCUT AND REMOVE EXISTING 8" TI-IICK PCC ROADWAY. SAWCUT AND REMOVE EXISTING PCC DRIVEWAY APPROACH. SAWCUT AND REMOVE EXISTING PCC SIDEWALK. SAWCUT AND REMOVE EXISTING PCC AULEY APPROACH. SAWCUT AND REMOVE EXISTING PCC CROSS GUTTER. SAWCUT AND REMOVE EXISTING ACCESS RAMP. SAWCUT AND REMOVE EXISTING AC PAVEMENT. REMOVE EXISTING PLANTER WALL. REMOVE EXISTING STREET LIGHT AND BASE. ADJUST EXISTING CITY UTILITIES (EXISTING WATER VALVES, SANITARY SEWER, QEAN-OUT, SURVEY, MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISH GRADE. ALL OTI-IER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTI-IERS. REMOVE PULL BOX AND CONDUCTORS IN TI-IE ABANDONED CONDUIT. R~VE AN SALVAGE EXISTING STREET LIGHT.) ffi RELOCATE TRAFFIC SIGNAL POLE PER TRAFFlC SIGNAL PLAN. RELOCATE STREET SIGN PER SIGNING AND STRIPING PLAN. CITY TO SALVAGE METER HEAD AND CONTRACTOR TO REMOVE POST AND FOOTING. SAWCUT AND REMOVE CURB DRAIN. REMOVE EXISTING TREE. EXISTING TREE TO BE REMOVED BY OTI-IERS. COLD MILL 2• EXISTING AC PAVEMENT. REMOVE EXISTING TRASH ENCLOSURE. REMOVE AND REPLACE EXISTING FENCE AND GUARD POSTS. COLD MILL 1-1/4" EXISTING AC PAVEMENT. COLD MILL 1-1/4" EXISTING STREET CONCRETE PAVEMENT. ORM DRAIN CONSTRUCTION NOTES : 71 INS L 24" R.C.P. STORM DRAIN PIPE WITH BEDDING PER CITY STD. DWG. NO. 106-L. 72 INSTALL " R.C.P . STORM DRAIN PIPE WITH BEDDING PER CITY STD. DWG. NO. 106-L 73 CONSTRUCT .. NO. 1, PER CITY STD. DWG. NO. 310-L WITH 3 LOCKING DEVICES ER APWA STD . 312-1. 74 CONSTRUCT CON TE ANCHOR WITH 24" RCP COUPLING PER DETAIL "c" ON EET 37. 75 CONSTRUCT J.S. NO. , PER CITY STD. DWG. NO. 311-L. 76 CONSTRUCT M.H. NO. 4, CITY STD. DWG. NO. 308-L WITH 3 LO NG DEVICES PER APWA STD. 312-1. 77 CONSTRUCT MODIFIED CURB O ING CATCH BASIN W/ MANHOL N STREET (CASE A), I 9 a @ @ @ PER CITY STD. DWG. NO.'S 300-L CONS.TRUCT CATCH BASIN, CURB INL TYPE OS, PER Cl STD. DWG. NO. 306-L. NOT USED, CONSTRUCT ZURN Z-541-HP 12" DIAMETER WITH HEEL PROOF GRATE, OR APPROVED EQU CONSTRUCT CONCRETE PIPE COLLAR, PER DUTY DRAIN STD. WG. NO. 313-L. CONSTRUCT CONCRETE ENCASEMENT P C.S.D. OF ORA COUNTY STD. DWG. NO. S-020 TYPE I, L=1 '. CONSTRUCT CONCRETE ENCASE NT PER DETAIL "B" ON SHEE 7. @ SEAL WITH BRICK AND MO 11.R PLUG. @ CONSTRUCT VAULT P , DETAILS ON SHEET 37A, INSTALL TIDE GATE VALVE (WA AN MODEL P-30ff OR APPROVED EQUAL), AND MOTOR D ACCUATOR WIT OTOR. @ CONSTRUCT IPE OUTLET THROUGH EXISTING )3ULKHEAD PER DETAIL ON SHEET 37. @ CONS CT CONNECTION ASSEMBLY, CASE '1, PER CNB STD-312-L. C STRUCT 6" PVC, SCHEDULE 40, ST9RM DRAIN PIPE WITH BEDDING PER CITY STD. DWG. N 106-L. CONSTRUCT 12" PVC, SCHEDULE 80, STORM DRAIN PIPE WITH BEDDING PER CITY STD. DWG. NO. 1 -L. MH MANHOLE STL STEEL MIN MINIMUM ss SANITARY SEWER MJ MECHANICAL JOINT SW SIDE WALK MOC MIDDLE OF CURVE TC TOP OF CURB MON MONUMENT TEL TELEPHONE MSL MEAN SEA LEVEL TR TRAFFIC MTR METER TRANS TRANSITION N'LY NORTI-IERL Y TS TRAFFIC SIGNAL NO NUMBER TSPB TRAFFIC SIGNAL POLE BOX NTS NOT TO SCALE TYP TYPICAL oc ON CENTER VAR VARIES SEWER AND WATER CONS I RLJCTION NQlES : REMOVE EXISTING SEWER PIPE AND INSTALL 8" PVC GRAVITY SEVIER PIPE (SDR -35). TRENCH RESURFACING, BACKFILL AND BEDDING PER DETAIL "N" ON SHEET 36 AND GEOTECHNICAL REPORT. SUBSTITUTE 3/B" CRUSHED ROCK IN LIEU OF SAND FOR PIPE BEDDING. CORE DRILL EXISTING MANHOLE AND INSTALL NEW SEWER PER DETAIL "L" ON SHEET 41. CONSTRUCT SUMP DRAIN, CLEAN OUT, AND LATERAL PER DETAIL "O" ON SHEET 41. REMOVE EXISTING MANHOLE AND CONCRETE PIPE AND INSTALL NEW 48" ID MANHOLE PER CITY STD-401-L. USE GPK MANHOLE ADAPTERS. @ INSTALL NEW RING AND COVER . RETURN OLD RING AND COVER TO YARD AT 949 WEST 16TH STREET, ATTN: ED BURT, @ @ @ @ @) 949-718-3402. INSTALL NEW PVC SEWER LATERAL AND CLEANOUT (SDR-35) PER CITY STD-406-L. SUBSTITUTE 3/8" CRUSHED ROCK IN LIEU OF SAND FOR PIPE BEDDING. INSTALL 2• WATER SERVICE PER CITY STD-503-L FOR LANDSCAPE IRRATION._ REFER TO LANDSCAPE PLANS FOR CONTINUATION. CONNECT TO EXISTING WATER SERVICE. INSTALL 4" CLASS 150 (MJ X FE) RESILIENT WEDGE GA TE VALVE WITH VALVE BOX AND RISER. REMOVE EXISTING 6" CIP INCLUDING FITTINGS, THRUST BLOCKS AND APPURTENANCES. RETURN TO 949 WEST 16TH STREET, ATTN: ED BURT, AT 949-718-3402. INSTALL NEW 6" PVC C-900 CLASS 150 WITH TRACING WIRE. BACKFILL AND BEDDING PER DETAIL "N" ON SHEET 42. (@) INSTALL NEW 16" PVC C-905 CLASS 150 WITH TRACING WIRE. BACKFILL AND BEDDING PER DETAIL "N" ON SHEET 42, REMOVE EXISTING 12" CIP INCLUDING FITTINGS, THRUST BLOCKS AND APPURTENANCES. RETURN TO ;949 WEST 16TH STREET, ATTN : ED BURT, AT 949-718-3402. INSTALL NEW 12" PVC C-900 CLASS 150 WITH TRACING WIRE. BACKFILL AND BEDDING PER DETAIL "N" ON SHEET 42. @ REMOVE EXISTING 4" CIP INCLUDING FITTINGS, THRUST BLOCKS AND APPURTENANCES. @ INSTALL NEW 8" PVC C-900 CLASS 150 WITH TRACING WIRE. BACKFILL AND BEDDING PER DETAIL "N" ON SHEET 42. INSTALL NEW 4" PVC C-900 CLASS 150 WITH TRACING WIRE. BACKFILL AND BEDDING PER DETAIL "N" ON SHEET 42. INSTALL 8" X 8" FE X 6" FE DI TEE. INSTALL 8" MJ X FE DI ADAPTER. REMOVE EXISTING FIRE HYDRANT AND RETURN OLD FITTINGS, PARTS, ETC. TO 949 WEST 16TH STREET, ATTN: ED BURT AT 949-718-3402. INSTALL NEW 6" FIRE HYDRANT ASSEMBLY PER CITY STD-500-L WITH 6" RESILIENT WEDGE GATE YA.LYE (FE X MJ) AND DUCTILE IRON TEE (MJ X FE). INSTALL 12" X 12" X 6" DI TEE. INSTALL 16" MJ X FE DI ADAPTER.; INSTALL 12" TRANSITION COUPLING · (PVC X CIP). REMOVE EXISTING WATER VALVE. INSTALL 16" X 16" FE X 12" FE DI' TEE. INSTALL 12", 45" (MJ X MJ) DI BEND. CONNECT TO EXISTING BACKFLOW PREVENTER. INSTALL 12", 11.25" (FE X MJ) DI BEND. CONNECT TO EXISTING 12" CIP WATER LINE. CONNECT TO EXISTING 6" GIP WATER LINE. INSTALL 6" TRANSITION COUPLING (PVC X CIP). ON"TROL NOTES : ~=,L PERFORATED Plf' : QE) INSTALL 4" TRANSITION COUPLING (PVC X CIP). INSTALL 6" X 6" X 4" DI TEE. CONSTRUCT THRUST BLOCK PER CITY STD-510-L REMOVE 3-FT SECTION OF EXIST. 12" CIP PIPE. INSTALL Hl" X 16" FE X 6" FE DI TEE. INSTALL 8" TRANSITION COUPLING (PVC X ACP). INSTALL 6", 11.25' (FE X MJ) DI BEND. CONNECT TO EXISTING 8" ACP WATER LINE PER DETAIL "K". INSTALL Hi" X 16" MJ X 6" FE DI TEE. CONNECT TO EXISTING WATER VALVE. INSTALL 4", 45' (FE X FE) DI BEND. INSTALL 16" X 16" MJ X 12" FE DI TEE. PLUG EXIST. 12" WITH CONCRETE ONCE NEW MAIN INSTALL 11,• (FIE X FE) BUTTERFLY VAL VE. INSTALL 6" TRANSITION COUPLING (PVC X ACP). INSTALL 6" X 4'" DI REDUCER (FE X MJ). INSTALL 4" TRANSITION COUPLING (PVC X ACP). IS IN SER\1 CE. CONSTRUCT INVERTED SIPHON PER CITY STD-528-L AT PROPOSED • STORM DRAIN CROSSING. SUBSTITUTE 8" CLASS 52 DI PIPE WITH 8" PVC INSTALL 12" CLASS 150 (FE X FIE) BUTTERFLY VALVE WITH VALVE BOX AND RISER PER CITY STD-508-L, STD-510-L-C, AND STD-511-L. C-900 CLASS 200. DISPOSE OF INTERFERING PORTIONS OF EXIST. 8" ACP. @) @ 166 INSTALL 6'' CLASS 150 (FE X FE) RESILIENT WEDGE GA TE VALVE WITH VALVE BOX AND RISER. . , INSTALL 8" CLASS 150 (MJ X FE) RESILIENT WEDGE GATE VALVE WITH VALVE BOX AND RISER. INSTALL 8", 45' DI BEND (MJ X MJ). REMOVE BLIND FLANGE. INSTALL 8" BLIND FLANGE. CAP CLOSED. INSTALL 12" X 8" (FE X FE) DI CROSS. INSTALL 16" X 6" (FE X MJ) DI CROSS. REMOVE THE EXISTING WATER SERVICE LINE FROM THE EXIS11NG 6" WATER MAIN TO THE EXISTING WATER METER. WATER METER SHALL BE REMOVED BY CITY FORCES. INSTALL 1" WATER SERVICE PER CITY STD-502-L. INSTALL 2" WATER SERVICE PER CITY STD-503-L. CONNECT 4" WATER SERVICE TO NEW MAIN. DETECTOR CHECK AND METER ARE INSIDE THE EXISTING VAULT; PROTECT IN PLACE. INSTALL 6", 45" (MJ X MJ) DI BEND. INSTALL 12" (MJ X FIE) DI ADAPTER. INSTALL 12" X 6" (FE X FE) DI REDUCER. 167 INSTALL 12" X 12" FE X 12" FIE DI TEE. 168 (@) @ @) @) INSTALL 6" X 6" FE X 6" FE DI TEE. INSTALL 6" (MJ X FE) DI .ADAPTER. INSTALL AIR AND VACUUM RELEASE VALVE ASSEMBLY PER CITY STD-515-l. INSTALL 6" (MJ X MJ) 90· DI BEND. INSTALL 2 WAY, 4" FIRE DEPARTMENT CONNECTION. INSTALL 6" DIP CAP ~ / ' ' \ •, ! ,. / I j i ATTENTION BC BEGIN CURVE FDC FIRE 1DEPARTMENT CONNECTION OD OUTSIDE DIAMETER vc VERTICAL CURVE INSTALL PERMALON P INSTALL CONTECH ~~RATION BARRIER (OR APPROVED EQUAL). BCR BEGIN CURB RETURN FG FINISHED GRADE PAV'T PAVEMENT BKFLW BACKFLOW FH FIRE HYDRANT PB PUUL BOX BLDG BUILDING FL FLOW LINE PBOX PULL BOX BW BACK OF WALK FPS FEET PER SECOND PIV POST INDICATOR VALVE C&G CURB AND GUTTER FS FINISHED SURFACE PCC PORTLAND CEMENT CONCRETE CAB CRUSHED AGGREGATE BASE FT FEET PMRK PAINT MARK CATV CABLE TV GB GRADE BREAK POC POINT OF CONNECTION CB CATCH BASIN GM GAS METER pp POVl£R POLE CF CURB FACE GP GUARD POST PRC POINT OF REVERSE CURVE CFS CUBIC FEET PER SECOND GUTR GUTTER PRK PARKING GIP CAST IRON PIPE GUY GUY \\lRE PROP PROPOSED CL CENTER LINE GV GATE VALVE PVC POL Y\1NYL CHLORIDE C NAIL CONCRETE NAIL HC HANDICAP PVI POINT OF VERTICAL INTERSECTION CNB CITY OF NEWPORT BEACH HGL HYDRAULIC GRADE LINE RCP REINFORCED CONCRETE PIPE CNTLR CONTROLLER HORIZ HORIZONTAL RET RETAINING co CLEANOUT HP HIGH POINT RPM RAISED PAVEMENT MARKER CONC CONCRETE ID INSIDE DIAMETER RT RIGHT CONST CONSTRUCTION INC INCORPORATED R/W RIGHT OF WAY CSD COUNTY SANITATION DISTRICT INT INTERSECTION s SLOPE cu CUBIC INV INVERT SAN SANITARY DI DUCTILE IRON IP&T IRON PIPE AND TAG SD STORM DRAIN DWG DRA\\lNG IRR IRRIGATION SDR STORM DRAIN DWY DRIVEWAY JS JUNCTION STRUCTURE SDMH STORM DRAIN MANHOLE DYA DIAZ YOURMAN & ASSOCIATES LAT LATERAL SLPB STREET LIGHT POLE BOX EC END CURVE LF LINEAR FEET S'LY SOUTI-IERLY ECR END CURB RETURN L&T LEAD AND TACK SMH SEWER MANHOLE EG EDGE OF GUTTER LT LEFT STA STATION MAX MAXIMUM STD STANDARD PREPARED BY : p s 0 3187 Red Hill .!venue Suite 250 Costa Me,sa. Cl, 92626 (714) 751·· 7373 Fox(714) 545-8883 VCP VITRIFIED CLAY PIPE VERT VERTICAL ~y WITI-1 WESTERLY WM WATER METER WV WATER VALVE WWF WELDED WIRE FABRIC X-ING CROSSING M A s '~""'"" FABRIC (OR APPROVED EQUAL}. CONSTRUC ' ICK CRUSHED AGGREGATE BASE. CIT Y OF " A TIVE MA TERI AL DISPOSITION NOTES : PROTECT IN PLACE REMOVE AND SALVAGE REMOVE AND DISPOSE RELOCATE BY OTHERS REMOVE AND REPLACE REMOVE AND RELOCATE NEWPORT BEACH THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO THE CITY STANDARDS AND REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR . -- DESIGN ~~ ,ND A0 CY. 6-2s-02 C(. -· ~ \..,_, ;.-.. (I APPROVED . A,·/4 t , -/h 0 REVISIONS NO . DATE BY PROFILE SCALES APPROVED HORIZONTAL NTS PLAN SCALE HORIZONTAL : 1"=10' VERT : NTS DESIGNED BY: DRAWN BY: CHECKED BY: . -31-01 I( C/V\\.. 'i:J~-% ~ c~\.\~ BALBOA VIL IMPROVEMENT CONSTRUCTIO " CITY OF NEWPG rr BEACH PUBLIC WORKs-1: EPT. DATE fr. 10/8/01 NJG REV CN 54 -REM / SALV ST LIGHT D,!<TE : PIJBLIC WORK S 'A81MENT ' ----=-"4',±t,_""" ' . ' --, -,.·--' -.~-=,,,. =-....,. .,.,,,...0 .-~~~~-./· ~~ --~~-~-___,---< '----~:':'~,:~::~~::-__ ~-._.;_;;;,,, ~:;:..._ .:::r~·;--~ ~ I ' - ., - GENERAL NOTES : 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS AND STANDARD DRAWINGS FOR PUBLIC WORKS CONSTRUCTION , 1997 EDITION, OR IN THIS CONTRACT'S SPECIAL PROVISIONS, BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFlCATIONS FOR PUBLIC WORKS CONSTRUCTION," 2000 EDITION, (AND SUPPLIEMENTS TO DATE), SOILS REPORT PREPARED BY DIAZ, YOURMAN AND ASSOCIATES, DATED MAY 31, 2001 . EXCERPTS OF THE SOILS REPORT CAN BE FOUND IN THE SPECIFICATIONS APPENDICES. 2. STORM DRAIN FILTERS SHALL BE INSTALLED ACROSS INLETS TO ALL NEW CATCH BASINS THAT DRAIN INTO NEW STORM DRAIN SYSTEM. FILTERS SHALL BE AB TECH INDUSTRIES UL TIRA-URBAN FILTER SERIES C02000 FOR CURB OPENING STORM DRAINS. TELEPHONE (800) 974-4495. 3. IT SHALL BE CONTIRACTOR'S RESPONSIBILITY TO ARRANGE FOR AND COORDINATE THE RELOCATION OF ANY EXISTING UTILITIES DEEMED NECESSARY BY THE PROPOSED IMPROVEMENT. 4. WHENEVER IT BECOMES NECESSARY TO TUNNEL UNDER EXISTING IMPROVEMENTS, THE CONTIRACTOR SHALL SUPPORT THOSE IMPROVEMENTS IN A MANNER APPROVED BY THE CITY ENGINEER, OR THE CONTRACTOR SHALL SAWCUT, REMOVE AND REPLACE THOSE IMPROVEMENTS IN ACCORDANCE WITH THE CITY STANDARD DRAWINGS. 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES (BY POTHOLING OR OTHER MEANS), CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (U.S.A.) (BOO) 422-4133 AT LEAST TWO WORKING DAYS PRIOR TO ANY EXCAVATION TO LOCATE EXISTING UTILITIES. 6. CONTRACTOR SHALL OBTAIN ANY REQUIRED O.S.H.A. PERMITS PRIOR TO ANY EXCAVATIONS. 7. STIREET CONSTIRUCTION AND IMPROVEMENTS SHALL NOT BE OPENED FOR PUBLIC USE UNTIL ACCEPTED BY THE CITY. 8. PURSUANT TO SECTION 8771 OF THE BUSINESS AND PROFESSIONS CODE, EXISTING SURVEY MONUMENTS SHALL BE NOTED AND DOCUMENTED BEFORE CONSTIRUCTION . IF MONUMENTS ARE DISTURBED DURING CONSTRUCTION, THE CONTIRACTOR SHALL PAY LAND SURVEYOR OR REGISTERED ENGINEER TO RESET SUCH MONUMENTS, UNLESS OTHERWISE SPECIFIED OR DESIGNATED. 9. CONTRACTOR SHALL SUBMIT A STORM WATER POLLUTION PREVENTION PLAN AND MONITORING PROGRAM TO THE CITY PRIOR TO THE START OF THE PROJECT. 10. CONTRACTOR SHALL RECONNECT ALL WATIER SERVICES ON THE CUSTOMER SIDE AND ADJUST TO FINISH GRADE. 11 . CONTIRACTOR SHALL INSTALL NEW CITY MANHOLE COVERS, VALVE BOXES AND METERS BOXES IN AREAS OF THE WORK. . ALL UNAUTHORIZED CHANGES : CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR UNAUTHORIZED CHANGES TO OR USE OF THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. LITHOCRETE NOTES: (SEE PAVING SCHEDULE IN SPECIFICATIONS) NO. SLAB LITHOCRETE ~ 3 e @ @ @ @J ~ 0 @l @ @ c§J THICKNESS AGGREGATE 4" 4" 4• 4• 4• 4" 4" 4• 8" 8" 8" a· 4• 8" 4" NOT USED 4• 4• 4" 8" 12" STOP BAR "STOP" DIRECllON ARROW 4" (CENTERLINE STRIPE) ROSSO NERO ROSSO NERO NONE NONE NONE ROSSO NERO ROSSO NERO NONE ROSSO NERO RED #1 AGGREGATE ROSSO NERO ROSSO NERO BLUE 117 TRANSLUCENi GLASS BLUE /17 TRANSLUCENT GLASS STANDARD PCC AQUAJi TRANSWCE GLASS FN GREEN 1/3 TRANSLUCENT GLASS MOTHER OF PEARL MOTHER OF PEARL YELLDW TRANSLUCENT GLASS YELLOW TRANSLUCENT GLASS M01HER OF PEARL M01HER OF PEARL LITHOCAETE STAIN FINISH UNSTAINED SEALANT YELLOW BLUE BLUE AND YELLOW UNSTAINED UNSTAINED BLACK UNSTAINED UNSTAINED UNSTAINED SEALANT UNSTAINED UNSTAINED UNSTAINED UNSTAINED UNSTAINED UNSTAINED SUBMIT SUBMIT SUBMIT SUBMIT NOTE< ~ ON OCEA'fRONT, BAim.AST DIE~ SYleOI.. ~ CEfflBUE BTll'E, 'STOP', NI> STOP BAR AT LOCATIONB & LU IL ON IH:ET 'ii. STAN 00.0R TO llE 8IBlf1B) FOR APPROVAL PREPARED BY : CITY OF NEWPORT BEACH ------.. ------ PHASE 2 SHEET INDEX 1 TTtle Sheet 1 A Construction Notes 1 B General Notes 2 Typical Sections 3 Miscellaneous Details 3A Interim Demolition and Construction Details 38 Horizontal Control Plan 3C Horizontal Control Plan 4 Balboa Boulevard (Omitted) 5 Balboa Boulevard (Omitted) 6 Balboa Boulevard (Omitted) 7 East Boy Avenue B Alley 256-U (Omitted) 8A Alley 221 (Omitted) 9 Palm Street 10 Palm Street (Omitted) 11 Washington Street 12 Washington Street (Omitted) 13 Main Street 14 Main Street 15 Balboa Pier Parking Lot and Access Road 16 Balboa Pier Parking Lot and Access Rood 17 Ocean Front, Access Rd. and Pier Plaza Details 18 Not Used 19 Balboa Boulevard Demolition (Omitted) 20 Balboa Boulevard and Alley 256-U Demolition (Omitted) 21 East Bay Avenue Demoliton 22 Palm Street Demolition 23 Washington Street Demolition 24 Main Street Demolition 25 Balboa Pier Parking Area Demolition 26 Balboa Pier Parking Area Demolition 27 Balboa Boulevard Hardscape Horizontal Control 28 Balboa Boulevard Hardscape Horizontal Control (Omitted) 29 East Bay Avenue Hardscape Horizontal Control (Omitted) 30 Palm Street Hordscape Horizontal Control 31 Washington Street Hardscape Horizontal Control 32 Main Street Hardscape Horizontal Control 33 Balboa Pier Parking Lot Hardscape Horizontal Control 34 Balboa Pier Parking Lot Hardscape Horizontal Control 35 Storm Drain Line "" A"" (Omitted) 36 Storm Drain Line ""B"" (Omitted) 37 Storm Drain Laterals and Details (Omitted) 37A Tide Gate Vault Detatils (Omitted) 38 Balboa Boulevard Water (Omitted) 39 Balboa Boulevard Water (Omitted) 40 Washington Street Water (Omitted) 41 Alley 221 Water and Sewer (Omitted) 42 Alley 256-T and Pier Parking Water 43 Alley 256-U and East Bay Avenue Water 44 Main Street and Pier Plaza Water 45 Odor Control Plan (Omitted) 46 Balboa Boulevard Signing and Striping ( Omitted) 47 Balboa Pier Parking Lot Signing and Striping 48 North of Balboa Boulevard Signing and Striping 49 Balboa Boulevard and Palm Street Traffic Signal Modification 50 Balboa Boulevard and Main Street Traffic Signal Modification 51 Balboa Village Phase 1 Street Lighting (Omitted) 52 Balboa Village Phase 1 Street Lighting (Omitted) 53 Balboa Village Phase 1 Street Lighting (Omitted) 54 Balboa Villagf! Phase l Street Lighting (Omitted) 55 Balboa Village Phase 2 Street Lighting 56 Balboa Village Phase 2 Street Lighting 57 Balboa Village Phase 2 Street Lighting 58 Balboa Village Phase 2 Street Lighting 59 Balboa Village Phase 2 Street Lighting 60 Balboa VIiiage Phase 3 Street Lighting (Omitted) 61 Balboa Village Phase 3 Street Lighting (Omitted) 62 Street Lighting Detail Sheet 63 Work Area Traffic Control Phase 1 (Omitted) 64 Work Area Traffic Control Phase 1 (Omitted) 65 Work Area Traffic Control Phase 1 (Omitted) 66 Work Area Traffic Control Phase 1 (Omitted) 67 A Work Area Traffic Control Phase 2, Stage 1 678 Work Area Traffic Control Phase 2, Stage 2 68 Work Area Traffic Control Phase 2, Stage 3 69 Work Area Traffic Control Phase 3 (Omitted) 70 Work Area Traffic Control Phase 3 (Omitted) 71 Balboa Boulevard Irrigation Plans 72 Balboa Boulevard Irrigation Plans (Omitted) 73 East Boy Avenue Irrigation Plans 74 Palm Street Irrigation Plans 75 Washington Street Irrigation Plans 76 Main Street Irrigation Plans 77 Parking Area -West Irrigation Plans 78 Parking Area -East Irrigation Plans 79 I-Peninsula Park Irrigation Plans (Offlittee) BO Irrigation Legend 81 Irrigation Details 82 Balboa Boulevard Planting Plans 83 Balboa Boulevard Planting Plans 84 East Bay Avenue Planting Plans 85 Palm Street Planting Plans 86 Washington Street Planting Plans 87 Main Street Planting Plans 88 Parking Area -West Planting Plans 89 Parking Area -East Planting Plans 90 Peninsula Park Planting Plans 91 Planting Details 92 Not Used 93 Not Used 94 Not Used 95 Nat Used 96 Nat Used REVISIONS (Omitted) - ---------- PROFILE SCALES AS BUILT Hillcrest Contracting, Inc. P.O. Box 1898 Corona, CA 92878-1898 ; ~. NO. DATE BY APPROVED HORIZONTAL NTS BAL B()A VILLAGE E:MENTS PLANS p s 0 M A s THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR IMPROV CONCEPT AND ADHERENCE TO THE CITY STANDARDS AND REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR PLAN SCALE GEN DESIGN ASSUMPTIONS AN,P ACCURACY. HORIZONTAL : 1"=10' 3187 Red Hil! ~.veriue ,-I\ ~ VERT : NTS Scite 250 ~;d (-·~ .. 1· _...,c--o·-Dl::SIGNED BY: DRAWN BY: Costa V,es□, CA 92626 A ( \ /' / CITY OF N.[WPr APPROVED 'k rr tJ v , \ l • 1/;' l(;:? C::o j,._ -+------l-- (714) 751-7373 Fox(714) 545-8883 CHECKED BY: DATE : PO'BUC WORKS lYEPT. DATE PUBLIC WORKS D E':RAL NOTES I: " R-5763-~~ SHEET 18 or 96 11 ,1- JR T BEACH EPARTMENT -:..~ R/W 35'-37' 70'-72' t. 35' ,. _,,. I "'''. E BREAK ELEV PER PLAN\ r0 \ ~2.()% 6"-8" C.F. 28 VAR. 5.5' -1 a· FINISHED SURFACE~ CROWN 10' LINE 12'-15' 6"-8" C.F. 7 VAR. -------· I EXISTING PAVEMENT_; BALBOA BLVD. ST A. 9+32.77 TO ST A. 13t28 ST A. 13+92 TO STA. 15+01 ST A. 15+65 TO ST A. 16+21.42 STA. 16+85.42 TO STA.17+10.73 STA. 17+68.83 TO 18+20.22 R/W 10'-13' R/W 70, R/W NORTH r------+------'-"--------fa.------SOUTH 6' 0'-7' 1 o· CROWN 1 O' LINE 13' F E [/JN~f~~~ -.... VAR. - GRADE BREAK XISTING PAVEMENT ELEV PER PLAN BAL D. R/W R/W o'-72 NORTH i----------------F-----'-=-\-----------_...j SOUTH It 35' VAR. 35'-37' GRADE BREAK ELEV PER PLAN CROWN LINE VAR. 0'-7' flI~~~t~' OWLINE ® ~_R. VA& L.~;:::::;.:::;;:k-:/=t==7=,: .. ~;:::::;::::~~~~:q__rl-__F:f:3 EXISTING AVEMENT BALBOA BLVD. STA. 13+28 TO ST A 13+92 ST A. 15+01 TO STA. 15+65 6' 10 R/W NORTH~---+------- 70' R/W --'-",,.'-----------~--~I SOUTH 35' '"' 35' 6' 19' GRADE BREAK ELEV PER PLAN .r0 6" -8" C.F. 28 10' FINISHED SURFACE VAR, ~=-- CROWN 1 O' LINE 2 3 4 --- EXISTING PAVEMENT BALBOA BLVD. ST A. 18+20.22 TO ST A. 19+55.38 CONSTRUCTION NOTES: 0 CONSTRUCT PCC ALLEY PER CNB STD-140-L, 141-L AND 142-L. 2 CONSTRUCT VARIABLE THICKNESS A.C. LEVELING COURSE. 3 PROVIDE AND INSTALL PAVEMENT REINFORCING FABRIC. 4 CONSTRUCT 2-INCH THICK RUBBERIZED A.C. FINISH COURSE. VAR. 5 CONSTRUCT 8-INCH THICK P.C.C. CONCRETE ROADWAY PER CNB STD-108-L AND STD-109-L OVER 4" AB. (J) CONSTRUCT TYPE "A" P.C.C. CURB AND GUTTER, 8-INCH MAXIMUM CURB FACE PER CNB STD-182-L. (CURB HEIGHT VARIES PER PROFILES). ® CONSTRUCT TYPE "B" P.C.C. CURB PER CNB STD-182-L. @ CONSTRUCT 4-INCH P.C.C. SIDEWALK PER CNS STD-180-L. @ CONSTRUCT 4' WIDE CROSS GUmR PER DETAIL ON SHEET 3. @ CONSTRUCT 3" THICK AC PAVEMENT. VAR. @ CONSTRUCT 2• RUBBERIZED AC PAVEMENT OVER 3• AC PAVEMENT OVER 6" AB. @ CONSTRUCT 5• AC PAVEMENT OVER 6" AB. ® CONSTRUCT TYPE ·c· P.C.C. CURB AND GUTTER PER CNS sm-183-L (MODIFIED) AND DETAIL ON SHEET 3. VAR. 7 R/W 7.25" 2.0% - 40' 20' 12.75' 7 611 -811 C. FINISHED I SURFACE VAR. - 20' 15' VAR. -- EAST BAY AVE. A. 2+98.33 TO ST A. 3+ R/W 5' R/W R/W 40' NORTH 1--------\---=------;'-----t SOUTH 20' sw,.__ __ -=._.,,,___--1----l--"'"'-------1 1.50' lc...-:.-7.:.::.2:::.5'-+-__:.:::c:.;_....J..._-,p -----+-5oc_'-1---'3::.:o:.;·,, ---. I 10 R/W R/W 40' NOR'TH t------1-----'=------+------< SOUTH ~ FINISHED SURFACE\ 7 6"-8" C.F.! VAR. -- 29 VAR, - EXl~ING PAVEMENT EAST BAY AVE. STA. 5+15.10 TO STA 5+62.10 ST A. 5+91.48 TO ST A. 6t02.48 ST A6t30.15 TO ST A. 7.22.01 R/W WEST -··--···--·-·--- 5' 15' 30' If,; 15' CROWN 1 a· R/W EAS T ! LINE 2.5' 5' ~! ' FINISHEDn I 6"C.F. r-SURFACE r0 I 7 6"C.F.I - EXISTING PAVEMENT WASHINGTON STREET STA 7t65.00 TO STA.10+00 ~EXIST. CURB R/W 30' R/W WEST _____ .::::.:'.,_ ____ ___, <t. I 5' I 2.0 15' 15' FLOW LINE FINISHED [ 5' 15' 10· 2.5' I I 5 I I ~~ ~~::1--f-0 :%_. __ ...,~, ~-1 -t111 ---...d":l'-1 - EXISllNG PAVEMENT SHINGTON STR 10+00 TO STA. 10+ R/W 30' R/W WEST,-.---+---- ft. EAST BLDG. 5' IB \~-10 \_EXISllNG PAVEMENT WAS TO STREET ST A. 10+ .00 TO 29.0'± BLDG. 14.0'± <t. 15.0'± ---EAST FLOW .o'± a· 5,LINE 5' I ENT _/ WASHINGTON STREET STA. 12t12.41 TO STA. 12+86.98 \ R/W 50, R/W WEST ~---------=-=------------,1 EAST It 25' 17' 2.0% 25' FLOW 8' 12' LINE 4' CROWN 10' Ll~E 10' 5 ( FINISHED SUR VAR. EXISTING PAVEMENT MAIN STREET ST A. 10+52.55 TO ST A 11+07.49 9' R/W 50' R/W WEST it. EAST 25' 25' 17' 8' 12' 13' I CROWN , o· !LINE 10· 7 6" -8" C.F. FINISHED L __ _::;;2'::0%:;_. ~==Ji 5 SURFACE ~ ,•--~----_.j~V~A§R~~~V~A§R::::::~F--r-, EXISTING PAVEMENT MAIN STREET STA. 11+07.49 TO STA. 11+85 R/W R/W , _____ _c_Vc.cAR-"-.----~, WEST~ EAST it VAR. 15' 3' VAR. 10' 5' 6"-B"C.F. 2.0 -FINISHED 7 SURFACE! 5 Y6B_ 10 '-EXISTING PAVEMENT MAIN STREET ST A. 12+06.90 TO STA. 12+55.58 R/W R/W 50' WEST ~---------=-=------------1 EAST 12' VAR. - 25' t. VAR. FLOW LINE 25' VAR. FINISHED SURFACE VAR. - MAI~ SIREET STA. 7+65.19 TO STA 9+59.71 12' R/W WEST 8' 47' 23.5' 23.5' 15.5' 15.5' PALM STREET STA. 7+65.00 TO STA. 1o+oo.oo R/W EAST • NOTE< CONSTRUCT 1/2' AC COIRlE BETWEEN PAVEM:NT IEINFa!CINQ FABRIC AN:> COLD Mii I BJ !'CC. R/W WEST 50' 25' 51.5' It 26.5' 25' 17' 17' C.F. VARIES C.F. VARIES 7 R/W EA R/W EAST ~==~]. VAR. VAR. • .J..,=4 I-~~-~p;;:::-~~-~:::::r.J ... ~---i '\_ FINISHED SUR EXISllNG PAVEMENT PALM STREET STA. 12+72.44 TO STA. 13t70.00 R/W NORTH ' 10· R/W SOUTH FLOW ~FINISHED I I SURFACE I VAR. -- EXISTING PAVEMENT ·ALLEY 256-U Hillcrest Contracting Inc P.O. BQx 1898 ' • Corona, CA 82878-1898 AS BUILT 1/ROtESS/ ON,1 { <;i ~~MES G;, ~lo'-,\~ ioit\Y-A- Ex~~"-'--~ ~ (' ' STA. 5t28.98 TO STA. 7+44.90 ~ • ' " ~ LI w " I 0 C I } [ ;; < 5 " p ~ , / " C 9 i < g ~" r---=:===-=:-:----------r--::::-;:;::~~~~-::::;:-::::;:-:--=-:;---i-------==:-:==::-=--------.----=::::-::-:::-:-:-:::-----r-------------1:, I • " PREPARED BY: CITY OF NEWPORT BEACH REVISIONS PROFILE SCALES i PSOMAS 3187 Red Hill Aveaue Suite 250 Costa Mesa, CA 92626 THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO THE CITY STANDARDS AND REQUIREMENTS ONLY. THE CllY IS NOT RESPONSIBLE FOR DESIGN A~ AND hr'-URACY. NO. DATE BY APPROVED HORIZONTAL NTS PLAN SCALE HORIZONTAL : 1"=10' TYPICAL SECTIONS w , ' m N .:;: c, I cl---"V "~- APPROVED , G 1_ , I ' · r-,--,4------------t----1r,.-;;;;;;;:;;;n'oV;;E:;RT~: ;,NTS~;;;:---t---------------,.:...._ ____ _j~ Cvr1;---o/-i, I ~--i DESIGNED BY: DRAWN BY: CITY OF NEWPORT BEACH R-5763-S ~ @ CONSTRUCT VARIABLE THICKNESS AC PAVEMENT (1-1/2" MINIMUM THICKNESS) DATE t-+--+--t-------------1-----1 CHECKED BY: DATE : "' ..._ ________________________________________ -.1. ________________ .1.... ___ _;..;,;;,;;;,;;..,;;.;;,;.;;.;;;..;;,;;;,.;.;_ ___ ......,;;;.:.:.;;;_....1.._L-.,_..L.,-l, __________ L __ ...J. ____ ~..J..---..l..-~PU::'..';B!:Ll~C,.!WO~RK~S:.,.D~E~.P~AR~TM~EN~T-_J_~SH~E~ETJ2~. J_.O!F19~6~Jj (714) 751-737J Fox(714) 545-8883 • s c,- I- 2' 2' A.C. PAVEMENT ~ VARIE:S -~ -~ ~--_;;:: SIDEWALK IN ACCORDANCE "\ WITH CNB STD-180-L I~ CONTROL JOINTS ~ • FOR RAMP SPECIFICATIONS AND GENERAL NOTES SEE AT BCR/ECR "' (APWA STD PLAN NO. 111-2, SHT. 10 OF 10) 8" PCC, AC, OR LITHOCRETE PAVEMENT \/ P.R\t.S, --~ ,· -~ "-"'-3/4" STEEL DOWEL @ 1a• O.C. AT LITHOCRETE PAVEMENT f+~--+---.--1-------+ CURB FACE NO LIP AT GUTTER ~- SIDEWALK ACCESS RAMP _/ IN ACCORDANCE WITH TITLE 24 AND ADA \ r SIDEWALK IN ACCORDANCE 1/ •~ ""' sm -rno-c RADIUS CORNER CUT-OFF CURB RAMP CJ) N.T.S. LL. 0 , co 0:: 0 LL 'N ~ d <I <, 24" 12" FOR PIER PARKING LOT 1 4• PER FT. 1· B" PCC CROSS GUTTER (AC PAVEMENT FOR PIER PARKING LOT) 0.6 ' 14.16' 2-#4 CONT. AT---tn TOP BOND BEAM #4 @ 32" O.C.--~c!I CENTERED IN MASONRY UNIT ,.,--2" CEMENT MORTAR CAP 8"x8"x16" CONC. BLOCK, SLUMP STONE, GRADE N, CK FINISH, PAINT INTERIOR AND EXTERIOR - 2 TS FRAZEE 7770W (FROSTY TOFFEE) 1-/14 BOND BEAM-~!!l-H- 48 O.C. MIN VERT. #4 @ 32" o.c. -=14fflrl 1-#4 CONT. tO. tO I co FOR SLAB CROSS SLOPES RADES. 0.67' ~!:!---CONCRETE BLOCK WALL 4' WIDE ~~-?,ss GUTTER Cf) NO LIP AT GUTTER \ I -SIDEWALK ACCESS RAMP IN ACCORDANCE WITH TITLE 24 AND ADA / CURB FACE J_ MODIFIED P.C.C. C~~~ AND GUTTER® 6" CONCRETE SLAB, c = 3250 psi W/ #4 @ 18" O.C. EA. Y TRASH ENCLOSURE DETAIL . .. .... N "' r---+ .... 4.79TC 4.20FL I 6.67TC 6.11 FL l(J ~ 0 ci 0 z 0 4.81TC 4.03Fl: 2' 3.5' LEGEND: ~CONST. NOTE NUMBER Q:_;;Z-DETAIL ON SHEET NO. .... r--co r-- 4.84TC jJ.,04FL 4.86TC 2' I 4.21FL CB 11-EAST BAY AVE. -_ 5' 6.66TC 5.93FL L{) NO SCALE 3.5' I PI0 S" 6.40 --------~ r-- ci 5' 6.67TC 6.68TC 5. 93FL 6.12FL (X) L{) ,.... Q'.l '° "' N N + + 1/) I[) 4.68TC 3.92FL: l() LO r--r---I') IC) --+ + ---- 6.02TC 5.23FL' 8.33% MAX. -! * FOR RAMP SPECIFICATIONS AND GENERAL NOTES SEE (APWA STD PLAN NO. !.'...!_-2, SHT. ~ OF 10) ( EXISTING SIDEWALK ~ I_ N N ci r--z " ID N u + l() ..J u 00 0 ci L{) z " ID -+ 0 ~ ~ ~ u 0 "' ro N + L{) t{) N a, ~ + ~ - t{) N -N + -- 6.00TC ti,23FL CURB RAMP DETAIL el) N. T.S. .... 4.74TC 4.07FL l(J I() g ci l(J L{) N N z r---r--- "' co 0 -I') .... .... LO CD t{) L{) + + + u + + 0 0 0 _J a 0 ~ --~ -~ 5.96TC 5.94TC 5.17F0 ,,:,.23FL 5.97TC,/I [\ 5.93TC 5.35FLI ... _2_' __,_ ____ 3_.5 ___ ..,__2_·_I5.47FL CB i3 -WASHINGTON ST. NO SCALE 3.5' " 6.36 6.63TC 6.13FL "' l(J I() 0 ci g N N --i-ai -z l() r--r..: 6.02TC/I I\ 5.99TC r---r---t{) z co -I') L{) + 0 - 5' L{) co ID + + 0 0 0 ..J -~, u CBi7-BALBOA BLVD. NO SCALE 3.5' 5' \ Pr's" -PT"P" 6.67 6.64 co + 0 - 7.18TC 7.10TC 7.04TC 6.95TC - 6.53FL 6.28FL 6.36FL 6.44FL -------~ "' -0 0 l(J ci 0 0 ,.... z -i-en 0 L{) t{) co [Il + + + 0 a, a, a, ...I NO SCALE 5.40FL 1 ,__2_, ____,. ____ 3._5_, __ __,_2=.•_,l 5.40FL CB =lt8 -BALBOA BLVD. NO SCALE .... 6.25TC .42FL 6.25TC c...--2•_.,_ __ ---=--3·ccc5_• ----'--'2=-'----'l 5.60FL CB 114-BALBOA BLVD. NO SCALE 6 6 co r--r--[Il + + + 0 --~ - 19--BALBOA BLVD. NO SCALE 5' 35' I 5' I ~ \ PT"S" PT"P" 1 __,? 6.31 6.32 .75TC, 6.74TC, ~F\.73TC 6.74TC .09FL 5.90FL 5.90FL 6.0BFL I() -I() I() a d I() LO N N 0 r--r--- co co z 0) --i--[O [O o:;) [Il 00 0) + + + 0 + + IO I() l(J I() IO -~ ~ ..J -- CB 115-BALBOA BLVD. NO SCALE 2' 3.5' 2' 6.25TC 5.58FL\I 6.23TO' \F;, 19TC 5.47FL 5.57FL :g !..-N N N N <-< • ()() 00 I() 0 "' "' co ci +z --i-<r, .... l() 0 CD IO LO + + -0 + + 0 0 0 0 ~ --~ 0 CB M -WASHINGTON ST. NO SCALE 0 - 0) 0, N N co co ..-..-+ + a, 0) CB 110 - IO :is ci IO r--z N . I') ~ r..: [Il ..-.... + + u + "' "' r< "' ---0 l,t;'6.16TC .80FL ,.,; I() + 0) LO N + 0) ..-+ "' - 5.09~T 5.09~TI 4.34 4.34 F 5.09TC ~'---~...J_-------'~---'~' 5.16TC 4.43FL I 2' I 3.5' I 2' I 4.50FL CB 116 -PALM ST. NO SCALE LOCAL DEPRESSION DETAILS LO 00 00 ~ ci 00 00 r--~r---z. N N '° ,r-,.: en [Il -t') L{) IO LO 0 (0 co + + + + + a, 0) "' ..J 0) 0) u 6.83TC 6.80TC 6.03FL: 6.03F 6.85TC 6.21FL 2' ' -ADAMS ST. NO SCALE 2' 3.5' 2· I I l,s6.91TC ~.95TC .24FL 6.11FL 7.07TC I I 6.40FL~ ~ lO r-- a, "' + "' - 7.03T_ 6.19FL .._ _____ _ 0) -o- 1[) ci I() z +m 0) (.) ~ u .... 00 "' IO + a, -. CB 111 -PALM ST. NO SCALE 2· )' 3.5' 5.13 T 4.35 F 0 r-,. IO -IO ~ 0 L{) r---N . z '° -+ ..-"' co ..-+ -0 + "' "' -~ -u CB 117 -PALM ST . NO SCALE ..-00 <Xi L{) + a, 2' 1 5.20TC 4.54FL I() N " .... + "' - 7.03TC 6.48FL -0 r...: IO + 0) 6.87TC NOT TO SCALE 1. CONSTRUCT BLOCK WALL AND CONCRETE FOOTING PER CITY OF NEWPORT BEACH BUILDING DEPARTMENT STANDARDS. 2· I7.02T • 6.32FL ~ L{) "' "' ci d <D r--co z N co + N I() a, [Il "' + u + "' 0) <;:'._ 0 CB 16 ·-ADAMS ST. -0 0) lO + 0, 6.81TC 5.85FL: NO SCALE N -IO N "' + a, co N --i-co + a, -IO "'" co + a, 6.69TC .85FL r--r---N N '° " N N + ·+ 0) - N ci 0 z 1?-l ~ + r---r--- ~ 6.0BFL I 0) 0) 2' 3.5' 2' "' ..J u + 0) 6.63TC --=~+.-~---=-.c=-----...+---='-------l 5.95FL 6.08TC ,1~~_:g_~-~-fj'l--------r1-6 ..;;..5~c=;..;;..;'-=..c ~ 6.07TC~ CB 112 -WASHINGTON ST. NO SCALE 2' 3.5' 2' 4:l~~~t: 1.---r--------~~--~~~s~~~c 4.40T .43TC 3.73FL '-----~---..1 3. 76FL 5.50FL L.l -2-· -Ll----3.-5-. __ __,I_2_·___,I 5.44FL CB tl9 ., BALBOA BLVD. -NO SCALE ~-~/ o:;) 0) OCl 1=" 00 "?-_I O') -..---.. ..-p o, rn----o, -' + 0 +--~ .6 N 3-fillcrest Contracting, Inc. P.O. Box 1898 Corona, CA 92878•1898 AS J p. -31-01 \\, " C~\,\ -- -~ • "O ,-j r w w I u, I Ll « I 0 / n: / 0 < 0 -~,. u, w 0 r '-" < ? t'§ z w / <C ,- < 0 8 O'. 7 C, ---------------------------------------------------------------------------------------------------"------------------------------------------------------------1:ol 0 "' 0 ,= r-----------------------,---'--------------------t------------------------.....,------------.----------------------1~ ;;', PROFILE SCALES PREPARED BY : PSOMAS 3187 Red Hffl Avenue Suite 250 Costa Mesa, CA 92626 (714) 751 -7373 Fax(714) 545-8853 CITY OF NEWPORT BEACH REVISIONS NO. DATE BY THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR APPROVED HORIZONTAL NTS ;; .,. N "' "' CONCEPT AND ADHERENCE TO THE CITY STANDARDS AND MISCELLANEOUS DETAILS REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR PLAN SCALE -"' DESIGN ASSUMPTIONS ANO ACCURACY. HORIZONTAL : 1 "=1 O' 'c'. ~~. ' ~ 11-1 -t---------,----J--;:;;:;;;;~--;;2\IE::;RT~:_;;NTS;;.--;::;:--+-----------,-------.1$ APPROVE ·-S\0\, -n · (or-ry" 5;1, f---+---+---1----------+-------I OESIGNED BY: DRAWN BY: CITY OF NEWPr)RT BEACH R-5763-8 ''-' '.'3:i,J\,., '\\ Jj_/\,.'.\-, , AJ~l) _& 1/30/02 NJG DD DOM!. & U11iOCRETE CALI.OUT ' !----------1] PUBLIC WORKS DEPT. DATE t-.-+~.C...--+--+--------------4-------l CHECKED BY: DATE ' PUBLIC WORKS DEPARTMENT 3 96 " '-----------____________________________________________ ...1,,. _____________________ 1..., ____________________ ..1-.,11a•..i.~l ;.:,1:::;.5~0'=2~NJG~.:;A~DD:.:L,::OC:;:;A:.,L ~DEP;:,:RE::;~;:;::::ON::,.,.. _______ .J... ___ ...1, ____ -l, ____ ....J_....,;..:.;:.:;,;;__;:.:.:,;.:;.:,::._:::;~:.::.:.:.::,:::.;_;__..1..;;:;SH~E;::;ET;...!~:;:OF:..:~J,~ -- --1-2t® ==~= CL ST f/·---f/ '/ ----~-. .'v >-47' 1.ci~! , .. ;;:: 0 a:: I I i'= z 0 F (/l <C ~ REMOVE EX. PCC SIDEWALK, PCC C&G AND PCC PAVEMENT. CONSTRUCT 4" PCC SIDEWALK PER CNB STD-180-L AND C&G. CONSTRUCT 3" AC/ 4" AB. MATa-t PHASE 1 SURFACE WITH EXISTING IMPROVEMENTS. INTERIM DEMOLITION AND CONSTRUCTION DETAIL BALBOA BL VD. AND PALM ST. -SOUTH SCALE: 1' .. 20' (FOR REFERENCE ONLY) I I , ..J I 1----l ·~ ' i ~ ~-+----1 . ' 0.. ·v~ 9{;,.9'<l9 --~~ OCEAN FRONT ct,j __ _ '·'==c.:Jl91:>~ o.">f', 1-.+ _,,--1 ' _.J...11_., ..... -1 -·+,--" I tO-:, ; \i.··""'' ........... ~~-------- I 81 I ,:t -I I I REMOVE EX. PCC SIDEWALK, PCC C&G AND AC PAVEMENT. CONSTRUCT 4" PCC SIDEWALK PER CNB STD-180-L AND C&G. CONSlRUCT 3"AC/4"AB. MATCH PHASE 1 SURFACE WITH EXISTING IMPROVEMENTS. INTERIM DEMOLITION AND CONSTRUCTION DETAIL OCEAN FRONT AND PALM ST. -SOUTH SCALE= 1' • 20' (FOR REFERENCE ONLY) LEGEND LI MITS OF TRANSITION CONSlRUCTION PHASING LINE 20 _J 10 0 20 GRAPHIC SCALE: 1"=20' C 40 1/_l _; I I ·--· /./ .~...J. ---U--'-"-- ' " )-"(/1=-,-J~"Jl'I'!-"'. --- --is -- - I, • BLVD. _r- I I ,,, . "" / I ~'-....c, ··., L_ ~ :J =~:,;;. s ·\;_ -- -----=-ss -- A 1-------N. \ REMOVE EX. P C SIDEWALK, PCC C&G ANO PCC Pfi CONSTRUCT " PCC SIDEWALK PER CNB STD-180-L CONSTRU 3" AC/4" AB. MATQ-1 ASE 1 SURFACE WITH EXISTING IMPROVEMENTS. INTERIM DEMOLITION AND CONSTRUCTION DETAIL B LBOA BLVD. AND PALM ST. -NORTH SCALE= 1" m 20' . I OCEAN FRONT 01~ . I . r 7+1 . 0 I , z 0 F 7 REMO'IE EX. PCC SIDEWALK, PCC C&G AND PCC PA'IEMENT. CONSTRUCT TYPE "D" PCC CURB PER CNB STD-183-L CONSTRUCT 4" PCC SIDEWALK ,PER CNB STD-180-L AND C&G. CONSlRUCT 3" AC/4" AB. MATCH PHASE 1 SURFACE WITH EXISTING IMPROVEMENTS. ' INTERIM DEMOLITION AND CONSTRUCTION DETAIL BALBOA BLVD. AND WASHINGTON ST. -SOUTH SCALE= 1" = 20' (FOR REFERENCE ONLY) ' I [)I I ~.'sl" > ,o,'<I I I I I . I --- ss - REMOVE EX. PC SIDEWALK, PCC C&G AND C PAVEMENT. CONSTRUCT E "D" PCC CURB PER CNB S 183-L. CONSlRUCT " PCC SIDEWALK PER CNB STD-18 -L AND C&G. CONSlRUC 3"AC/4"AB. MATCH R ASE 1 SURFACE WITH EXISTING IMPROVEM INTERIM DEMOLmON D CONSTRUCTION DETAIL BALBOA BLVD. AND WASHINGTON ST. -NORTH SCALE• 1" .. 20' ..... ...._ .... ___________ _ TYPE "b" CURB J- -. . • .,_ ·--· .-"\ '• ___ / FRONTAGE ROAD 14 00 INTERIM DEMOLITION AND CONSTRUCTION DETAIL FRONT AGE ROAD, MAIN STREET AND WASHINGTON ST. -SOUTH SCALE: 1" = 20' (FOR REFERENCE ONLY) .. I I I I i \r:,,o'I- ; \\'1<. 5 I □-' ' 1--·' REMOVE EX. PCC PAVEMENT AND C&G AND AC PAVEMENT. CONSTRUCT 4" PCC SIDEWALK PER CNB STD-180-L AND C&G. CONSTRUCT TYPE "D" PCC CURB PER CNB STD-1B3~L CONSlRUCT 3"AC/4"AB. MATCH PHASE 1 SURFACE WITH EXISTING IMPROVEMENTS. REMOVE EX. PCC SIDEWALK, PCC C&G AND AC PAVEMENT. CONSTRUCT 4" PCC SIDEWALK PER CNB STD-180-L AND C&G. CONSTRUCT ,3" AC/4" AB. MATCH PHASE 2 SURFACE l'llTH EXISTING IMPROVEMENTS. INTERIM DEMOLmON AND CONSTRUCTION DETAIL EAST BAY A VE. AND MAIN ST. -NORTH --SCALE: 1' • 20' AS :e-u1LT Hillcrest Contracting, Inc:. P.O. Box 1898 I Corona, CA 92878-1898 • • ~ , " " u a a I 0 " ' 0 / ~ 0 < 0 " / " u ~ ~ , ;; 0 z u / ~ n 0 Q C-3527 ; ,---=-------------,----=-:-:=-:---::::--=-~==--=--==--=--=~-=-:-:----t----------=--=---------------,---=--------r---------------=---=-==:.__ag PREPARED BY: CITY OF NEWPORT BEACH REVISIONS PROFILE SCALES I PSOMAS 31R7 Red Hill Avenue Suite 250 Costa Mesa. CA 92626 (714) 751-7373 Fox(714) 545-8883 THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO THE CITY STANDARDS AND REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR 1-N_O-!. _D_;_A_;_Tc:c:E.....-:B_;_Y+-----'---------..i.;...;;AP..:.P..:..R::.O..:.VE::.::D:_i HORIZONTAL INTERIM DEMOLITION AND ; PLAN SCALE CONSTRUCTION DETAILS .. 1" = 20' ('l DESIGN ~::'~~S AND ~CURACY. , l~a APPROVED , ~~~~/", ,-,,------t--~~-;;;;:,~;-;;_;::--+----------,--------1" (o -1s--dl./ DESIGNED BY= □RAWN BY, CITY OF NEWPoi~r BEACH R-5763-s i .. PUBLIC WORKS DEPT. CHECKED BY: DATE : PU ' ~-I -----.i,..,~~-B_L_,c_wo_R_K~~!)_A_RTM_EN_T_, -..!...SHEET 3AoF 9f!J _ _,,,,.. -- DATE 2 10 5 01 MJG REV PHASE LIMIT I • Ii b 0 'b ~ a N 12 00 ..,: b .... 0 -"' N 9+65.76 BALBOA BOUtl"WARD,· =10+00.00 ADAMS STRBET 9.50,'4•_,,.....J_ "'"b -~---~·-~-o .,; 39308 40 I 20 n I , GRAPHIC SCALE: 1 "=40' -8 C----- 8 I I I I N 'b ...., 0 --+-ix+-,~ S68'23'12"E N g "' --- b 0 Ol N 1 00 BALBOA a 0 - N-•---N ----------- b ALLEY o ;j OPENING O i:'j , --"'""'oo"---, g, _ _____,S'-"6-"-8"=23'12"E N '"'' ;'. _,# ..-. _ o BOULEVARD "' ,c-8 "' q 1---- --•- I I I ,I I ; .I ' l ;;. . 00 ~ ~~--~ s1i ~ N b 0 ---... _ ALLEY OPENING "' N S68"23'12"E ~~---~"'1"19''---"- --.-,•-·--•·· DRIVEWAY OPENING .88' _--- '" "";"~;;' /; ., '""" CONTINUED ON SHEET 3C PREPARED BY: PSOMAS 3187 Red Hill Avenue Suite 250 Cosio Mesc, CA 92525 (714) 751-7373 Fax(714)545-8883 CITY OF NEWPORT BEACH THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO THE CHY STANDARDS AND REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR DESIGN ASS~S AND ~J)RACY. APPROVED ~~ G\b (.o-15-0---1,, PUBLICW RKS DEPT. DATE REVISIONS NO. DATE BY APPROVED PROFILE SCALES HORIZONTAL VERTICAL PLAN SCALE 1"=40' 1-----+----+----+--------------l------l DESIGNED BY: DRAWN BY: 1------t-----+--+-----------------l----------l CHECKED BY: DATE : CONTROL POINTS : /127 1/10 /115 #8 N 1000.27, E 999.35 COPPER PIN IN STANDARD SURVEY MONUMENT INT. OF WASHINGTON ST. AND BALBOA BLVD. N 791.06, E 916.52 STANDARD SURVEY MONUMENT AT CENTERLINE OF WASHINGTON ST. N 1190.05, E 520.31 TACK IN STANDARD SURVEY MONUMENT INT. OF ADAMS ST. AND BALBOA BL VD. N 980.94, E 437.23 STANDARD SURVEY MONUMENT AT CENTERLINE OF ADAMS ST. -- b 0 ~ - -----~ --- -------- 19+92.82 BALBOA BOULEVARD =10+00.00 A STREET i As. B1U!l T - -~J, '-,.,~ m ~ E, t ,:,, ,--.:1,crest Contract· F.o. Box 1898 ,ng, Inc. Corona, CA 92878-1898 . C-3333 BALBOA VILLAGE IMPRO\IEMENT PLANS HOFIIZONTAL CONTROL Pl.AN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT A-5763-S SHEET 38 OF 96 ~ >-< ~ > -0 m --,o >-w w T U1 I 0 "' I ,, / ~ 0 "' 0 "' / U1 ,,, 0 >-U1 "' ~ / "' " z w / iC <t 0 0 0 "' ;'c-- 0 0 '" 0 "' 0 " w z N / ::, ,, N ,_ "' ;:: ,, 0 ', "' N -~ <D 0 -0 V 0 "-I --------- --- - -- CONTROL POINTS : #8 N 980.94, E 437.23 STANDARD SURVEY MONUMENT AT CENTERLINE OF ADAMS ST. ,1!10 N 791.06, E 916.52 LINE L1 L2 L3 L4 L5 L6 L7 LB L9· L11 L12 L13 L14 L15 L16 STANDARD SURVEY MONUMENT AT CENTERLINE OF WASHINGTON ST. CINE TABLE BEARING LENGTI-1 LINE Nss·25'so·w 5.94 N21 '34'1 O"E \ 13.00) 11121 "34'1 O"E 15.34 ffi L61 L62 L63 N68"25'50"W 7.72 L64 N21 '34'10"E 12.00 L65 N21"34'10"E -··-12.00 L66 N68'25'50"W 1.78 L67 N21 '34'1 O"E 52.83 N84"44'25"E (5.22 \ ffi L68 L69 N21'34'10"E 19.25 L70 N21'34'10"E 8.10 L71 N53'59' 45"E 3.35 L72 N38'25'50"W 24.13 L73 N51'34'10"E 11.00 L74 Nes·2s· so·w 1.64 L75 ~ L17 N21 '36'04"E 33.82 L76 L18 N68"25'50"W 1226 L77 L19 N21"34'10"E 13.00 L78 L20 N21'34'10"E 15.00 L79 L21 N68'25'50"W 18.74 LBO L22 SOY51'30"W {22.85 J L81 -L23 N68"25'50"W 7.93 L82 L24 N21'34'10"E (188.56) L83 L25 N68'25'50"W 17.19 L84 L26 N21'34'1 O"E 10.15 L85 L27 N84'44'25"E 34.35 L86 L28 N68'25'50"W 4.12 L87 L29 N21"34'1 O"E 13.38 L88 L30 N68'25'50"W 77.41 L89 L31 N21'34'1D"E 39.21 L90 L32 N68'25'50"W 5.85 L91 L33 N68'25'50"W 4.75 L92 L34 N21 '34'1 O"E 12.61 L93 L35 N68'25'50"W 6.24 L94 L36 Nsa·2s·so·w 6.02 L95 L37 1 N68'25>J;n•w· 18.03 / L96 L38 N21'34'10"E 5.93 L97 L39 > N21'26'1 B"-E 217.45 L98 L'i-0 N68'3:l' 42"W 18.08 L99 L41 S84'44'25"W 22.16 L100 L42 N04'03'27"E 16.49 L101 L43 S84'44'25"W 11.55 L102 L44 S04'03'27"W 10.26 L103 L45 S45'59'26"W 24.32 L104 L46 S38'25'50"E 19.05 L105 L47 S38'25'50"• 37.09 L48 <'sa·a·4s'56"E 23.30' l ffi L106 L107 L49 N-68'25'50 " 1 .5tl L108 L50 S25'58'1 S"E 20.92 L109 L51 S21'40'44"W 20.27 L110 L52 N21'34'10"E 6.58 L111 L53 S68'25'51"E 7.85 L112 L54 S68'25'50"E 3,00 L113 L55 _ S68'25'50"E 3.22 L114 L56 S21 '58' 47"W 5.58 L115 LINE TABLE BEARING N21 "36'24"E N68'23'36"W N21"36'24"E N68"23'36"W N68"23'36"W N21"36'24"E N68"25'50"W N21 '34'1 O"E s34'1 11 N68"25'50"W N21' 4'1 O"E N21 '34'1 O"E N68'25'50"W N21 '34'1 O"E N21 '34'1 O"E N68"25'50"W N21 "39' • N68'23'18"W N21 "32' 41 "E N21"36'40"E N21 '34'1 O"E N68'21 '34"W N21 "38'26"E N21 "35' 55"E N21 "38'26"E N21 "38'26"E N68"21 '34"W N68'25'50"W N21 '34'1 O"E N38"25'50"W N51 "34'1 O"E N38'25'50"W N21 "34'1 O"E N68"25'50"W N51 '34'1 O"E N38"25'50"W N68"25'50"W N51 "34'1 O"E N51 '34'1 O"E N38"25'50"W N51 '34'10"E N68'25 50"W N51 '34'1 O"E N38'25'50"W N51"34'10"E N68'25'50"W N08"41 '26"E S21 '36' 42"W N68"23'1 B"W S21 '36' 42"W S21 '36' 42"W LENGTH 1.30 9.00 5.60 18.00 9.00 1.50 .50 9.00 .0 7.00 9.00 7.70 12.95 12.29 8.67 44.73 46.31 36.75 9.73 5.02 5.30 5.30 31.69 7.01 20.78 29.88 11.50 40.33 20.17 34.93 6.30 10.00 11.55 12.08 11.08 6.00 7.61 6.93 . 6.96 6.00 3.50 6.93 2.00 23.29 ffi ffi ffi LINE L120 L121 L122 L123 L124 L125 L126 L127 L128 L129 L130 /L131 ,L132 --------------------------------------------------- ir t i LINE TABLE BEARING LENGTH - N68"23'18"W 16.50 N68"25'50"W 17.12 N21 '34'1 O"E 27.87 N21 '34'1 O"E 11.57 S68' )3'10"E 17.91 S67' ,6'25"'E 27.56) N71"2fl'f8"E • • 6.02 \ N67'44' 43"W 9.90 . CONTINUED ON SHEET 38 t ""' I i .J ~ i/• ~-•;C<>.·"; ----------.__,.....'-I 1· l;-'-1------,-------......... :=.=·-"'.""'--NI ~--"~' ,. -, ,. " j " ; i ' 7 i ~ 15.5f' 8 lu OCEAN FRONT BO S 6jl'27 23_ E _ __ _ _ 206, (8 CURVE C1 C2 C3 C4 C5 C6 Cl cs C9 ffi C10 C11 & C12 C13 C15 C16 C17 C18 C19 C20 C21 C22 C23 C24 C25 C26 C27 C28 C29 C30 C31 C32 C33 C34 C35 C36 C37 C38 C39 C40 L63 LS 7+12.66 BC PALM STREET (15.50' LT) 5+92.65 BC PALM STREET (15.67' LT CL INT. 5+94.25 PALM STREET= 10+00.00 FRONTAGE ROAD L89 • CURVE TABLE DELTA RADIUS LENGTH TANGENT 90'00'00" 5.00 7.85 5.00 77'09'37" 12.00 16.16 9.57 90•00'00· 10. 15 71 10.00 78"41'22" 12.00 16.48 .84 89'58'06" 3.00 4.71 3.00 90'00'00" 10.00 15.71 10.00 93°09'11" 3.00 4.88 3.17 90'00'00" 25.00 39.27 25.00 116'49'45" 20.00 40.78 32.53 26'54'02" 100.00 46.95 23.92 44'01'14" 93.00 71.45 37.59 44'01'14' 100.00 76.83 40.42 44'01'50" 107.00 82.23 43.26 91'56'54" 5.00 8.02 5.17 26'49'45" 80.00 37.46 19.08 26'54'02· 85.00 39.91 20.33 153"55'23" 2.50 6.72 10.80 57"34'25" 10.00 10.05 5.49 92'25'35" 6.00 9.68 6.26 90•00·00· 20.00 31.42 20.00 9D'OO'oo· 5.00 7.85 5.00 90'00'00" 5.00 7.85 5.00 180'00'00" 7.00 21.99 17'43'24" 60.00 18.56 9.35 go·oo·oo· 15.00 23.56 15.00 go·oo'oo· 5.00 7.85 5.00 9D'OO'oo· 0 6.28 4.00 1ao·oo'oo· 2.00 6.28 180'00'00" 2.00 6.28 180'00'00" 2. 0 7.85 26'49'45" 25.00 11. 71 5.96 90'02'27" 3.00 4.71 3.00 89'57'33" 5.00 7.85 5.00 90·00·00· 5.00 7.85 5.00 90'06'50" 15.00 23.59 15.03 9Q'02'32" 30.00 47.15 30.02 86'48'18" 12.00 18.18 11.35 65°32'25" 17.99 20.58 11.58 20·43•02· 110.60 39.99 20.22 ; ·i J ,.. . N , • 5.50' .... "' z L95 er, :::; CURVE C41 ffi C42 C43 C44 C45 C46 C47 C48 C49 C50 C51 C52 ffi C53 C54 C55 ffi 7+22.79 BC PALM STREET (15.50' RT) 6+90.79 BC -PALM , STR~ET g (14.85' RTJ ·•·., FOR DM:NSIONS-~ SEE DETAIL "A" HEREON CURVE TABLE 7+64.82 WASHINGTON STREET , ,• 6+87. 78 EC WASHINGTON STREET (9.75' LT) C38~~I N 68'25'50" W 157.50' . --1-2+73,21--,FRONTAGE,ROAD 15 RT 12+72.11 FRONTAGE ROAD 128.50' f9.75 RT L7 7.50' 12+09,26 ,BC--, ~~" ... '.::t.oo.\ v;.:...--- 12+46.72 EC DELTA RADIUS LENGTH TANGENT 12+62.21 FRONTAGE ROAD (29.31' RT) 45'32'38" 15.00 50'37'06" 14.50 101 ·20•32• 3.00 102'50'23" 3,00 55·55'33• 4.64 111'51'06" 8.64 go·oo·oo· 8.64 45'09'52" 43.00 26'50'52" 50.00 22'29'38" 57.00 go·oo·oo· 35.00 11.92 12.81 5.31 5.38 4.53 16.87 13.57 33.90 23.43 22.38 54.98 6.30 6.86 3.66 3.76 2.46 1277 8.64 17.88 11.93 11.33 35.00 12+84.76 FRONTAGE ROAD (15.00' RT) 12+96.92 FRONTAGE ROAD ( ··•---,--· .. ·r ·. 15.00 _RT __ •. 0 • ':'.l - -... -...... } ... . 40 S 68'21 34 E 144.11 • ;. co FRONTAGE N 68'21' 34" W 15+03.28 BC (1 . 4' RT) 12+21.64 BC EXIT DRIVE (29.96' LT 2500' 01 • r--'I,-!'> ' r'i ;:;; z 13' 13' 40 20 w ~ "" ~ S 68'22'52"E CL INT:. . . 6+40.0D MAIN STREEl 15+20.27 FRONTAGE ROAD 6+55.04 EC MAIN STREET 6+54.37 INT. MAIN STREET EC ACCESS ROAD CL INT. 11+04.08 EC ,,_..._........,._.., .. 1 I 11 . CL INT. t1.· ffi --~ ~ ~ L10 \:. CURB LINE DETAIL 'A" SCALE 1''=10' 0 40 ao GRAPHIC SCALE: 1 • =40' 223.01' L106 8 ;: '" • ~ 0 ~;:-' w w I "' I 0 « I / ~~ 0 "' 0 ~ "' w 0 ~ V, "' 3, « 0 z :'.i i s' 0 8 « ~~- 0 0 ,,, 0 "' C-3333 ~ ,------------------------.-,----------------------,r-------------------------.-------------,----------------------li', REVISIONS APPROVED HORIZ::::LE SCALES BALBOA VILLAGE ! ~iorESSI ON PREPARED BY : CITY OF NEWPORT BEACH VERTICAL IMPROVEMENT PLANS ~ ~1>-MES ;,, p S O M A S THIS PLAN IS SIGNED BY THE CHY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO THE CllY STANDARDS AND . 39308 REQUIREMENTS ONLY. THE CllY IS NOT RESPONSIBLE FOR PLAN SCALE HORIZONTAL CONTROL PLAN ,, ~ 3187 Rod Hm Avenue DESIGN ASSUMPTIONS AND ACCURACY. 1"=40' pARKf~"" ACICA '.2. NO. DATE BY "' ,n L57 S25'58'15"E 15.93 L58 •. S25"58'15"E 16.70 L59 S21'40'44"W (14.72 \ L60 S21'40'44"W , 14.53 I L116 S21 "36'42"W L117 S68"23'1 B"E 2.00 L118 L119 S21"36' 42"W 13.29 E 12-31-01 '< 0 (r. 11--1 -1 -------------t----°7-;:;:;:=-:~-:::::--,...;=:-:.,,,.,--=-+-----------•..u_Nnr=<l __ ---,---------1;'; /} ~;;-~i~1v~~~~\!~,,_<:;;~0~~1 ~~~J;;~;~~3~~ ~,6:t714)545-8883 APPRo;E □ f>J«t 3J½ Cu~ 1~ ~O'L,i-&--+1-2;_2_1-10-1+-N_J_G-tREV--GE-OM_ElRY_F_O_R_P,ER_P_AR-KI-NG_L_OT_R_EII_SI_ON_s_--t-------l oEs1~-~E~ BY: DRA~~N _sY, CITY OF NEWPORT BEACH _R_· _-_5_7_6_3_-_s_ .... ; ~ 1/' PUBLIC WORKS DEPT DATE i--=:c=--t--'--c--'..-+---+------------+----1 CHECKED BY: DATE : PUBLIC WORKS DEPARTMENT 3C 96 ----------~-=-------------------------------------~-------...!..---------------------'--------------· ________ ....1,..1,1;2,....1~0~8~0~1~N~J~G~~;.;.,;;N~W~P~=K~~G~L~OT~C~O~N,~OO~RS~/El.E=V~S~/~=OC~b;;.,;;.;~~S~T._ ___ ....1,,_~N~.G~.--.!...----J...-----__;;..;;_.,;;...;;,;;;,_,_;.;;;,_,__...J~S~H~E~CT;,.:::.:::;,,;O~F_:::,=...1, J N'L Y T.C./F.L. CENTERLINE 6.00 -_ 5.00 --- 4.00 - 5.00 -~----+----' 0 -------tii -- ---"' - -10 S=0.42%_ : : -- . . :2:40•_ -----__ -.23.50' 0 C. 1-2,55' --3.A!!'. S'L Y T.C./F.L. 5.00 -1-·· _------If---· 2+00 LINE TABLE -uNE BEARING LENGTH L2 N64'32'03"E 13.57 ' L3 N64'31'39"E 6.06 L4 N25'27'57"W 6.28 L9 N32'41'23"W 12.55 CL INT ""2+50.10 SEE SHEET 10 PALM ST. 0 0 "' EAST BAY AVf..= 12+38.38 PALM ST. ' ' 1~i~ 1@ ,~~•"* I PALM ST. SEE SHEET 10 NOTES: 3+00 26 0.38 % ,.,, __J ' co 2+88.95 5.25 TC 3+004.75 FL EAST BAY AVENUE ;J; tii --+---3+25.80 EC 5.55 TC 5.05 FL 8 N 55'27'55" W 3+60.31 BC 5.48 TC 4.98 FL 3¼84.97 49.86' RT JOIN EXIST; PAV'T PHASE 3 ow (O'q" orn , __ ,...._C)_ o si= o:i st 0 O .j-.j- 4+00 D-4 4.95 FS o +91.31 EC"' 5.52 TC .02 FS = S-=Q.27% • ' .. - ~ --- CL INT &~PT 5+00.10 ~ EAST BAY AVf..= ,. 11+81.02 -WASHINGTON ST. 4+82.10 ECR • EAST BAY A VE./ 4.87 TC, 4.22 FL 8 4+ 73.24 BCR C.O 4. 79 TC, 4.20 FL .. ··i·1 ~---f' ····" 6.04 FS ;. , . 31 _ • ·l • ----4'.il!lFS ., \_lQ C 0.3 % CL ST.\ 4+ 70.24_ --+---_ \ ~CR 29 Ul __ J __ :.:. • ir w15.71' f.l'i O:C. s+oo SEE SHEET 12 WASHINGTON ST. 1 l_ •1 I . 'Ji ";:;', 'i I ~I I~ ai· .<( 3f 0 O'.)' - I- N I Ii ·_~1: '~)~ • ' q,"' Fl l'2iJ . 23 e-__J ----------~-~----------------- = S=0.33% -7.85' -•••••• I·· o.C. 1---- 6+00 24 ~ + ID EXIST. -CONG A VEMENT I 26 0 00 ·-0 I() .. d .10 + I'- 7+00 0 a.; ~ ::,: 26 --I ' -6.00 -5.00 N'L Y T.C./F.L. .=-0 . .27% -4.00 ; --_ -6.00 -5.00 CENTERLINE -4.00 • 31 :42' • O,C. - ['/4 A/4-t; -- -6.00 -5.00 S'L Y T.C./F.L. PROFILE SCALE VERT. HORIZ. SEE SHEET 14 MAIN ST. I * ,., c' ~f I * ,, --_ -t,· r E] •".-" IZ I -" I , I f ~ )1t]{;Y:'.'''''·• --I • j 1 · '/* * I -I I 1 "= 2' 1 "=20' CL INT 7+50.20 EAST BAY AVf..= 11+23.67 I.IAIN ST. LEGEND LANDSCAPE AREA ® CONSTRUCT TRASH ENCLOSURE PER DETAIL ON SHEET 3. MAIN ST. BORING LEGEND SEE SHEET 14 ~ DYA BORING LOCATION. CONSTRUCT PRIVATE DRAINS THROUGH CURB PER CNS SID-184-L s • ~ 0 1 CURVE TABLE CURVE DELTA RADIUS LENGTH TANGENT 1. SEE DEMOLITION PLANS, SHEETS 19 TO 26, FOR DISPOSITION OF EXISTING IMPROVEMENTS NOT NOTED ON THIS PLAN. 9 CONSTRUCT DRIVEWAY APPROACH (MODIFIED) PER CNB STD-160-L INSTALL CONCRETE PARKING STOP 8"x30" -5 1/2" HIGH PER BROOK PRODUCTS INC. CONSTRUCT 5" AC PAVEMENT OVER 6" AB. -~ CORING LOCATION BY OlHERS. Hillcrest Contracting, Inc. P.O. Box 1898 '5-g C1 90'00'10" 3.00 4.71 3.00 C2 60'00'02" 3.00 3.14 1.73 C3 66'22'49' 3.00 3.48 1.96 C4 22·59•55• 6.00 2.40 1.22 C5 89'46'26" 15.00 23.50 14.94 -· C6 97'36'06" 3:00 5.11 3.43 C7 180'00'00' Z.75 8.64 - CB 180'00'00" 3.00 9.42 - C10 go·oo·oo· 2.00 3.14 2.00 C11 30'00'24' 6.00 3.14 1.61 C12 90"00 01" 5.00 7.85 5.00 C13 180'00'00' 2,50 7.85 - 2. STREET IMPROVEMENTS WILL BE CONSTRUCTED FROM BOTH PLAIN AND PATTERNED AC AND FROM LITHOCRETE, COLORED PCC AND PLAIN PCC. SIDEWALKS . WILL BE CONSTRUCTED OF LITHOCRETE, COLORED PCC AND PLAIN PCC. CURB AND GUTTER WILL BE CONSTRUCTED FROM COLORED PCC AND PLAIN PCC, SEE SHEETS 27 TO 34 FOR LIMITS. 10 CONSTRUCT 4-INCH P.C.C. SIDEWALK PER CNB STD-180-L • ;;; ,,, -31-01 20 10 0 20 40 CI _II \ \.. &;-~ CONSTRUCT 4' WIDE CROSS GUTTER PER DETAIL DN SHEET 3. CONSTRUCT CURB RAMP PER APWA SID PLAN 111 -2 CASE D, TYPE 2. CONSTRUCT 6" PCC, 4" AB SIDEWALK / DRIVEWAY. Corona, CA 82878-1898 e j C-3527 ~ ~ ...--------------"----------.-----------------------,-----------------~~--------,------------...,....----------------------1. PREPARED BY : PSOMAS CITY OF NEWPORT BEACH NO . DATE BY REVISIONS APPROVED PROFILE SCALES HORIZONTAL 1" = 20' 8 -;, EAST BAY AVENUE ~ THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR IMPROVEMENT PLANS ~ CONCEPT AND ADHERENCE TO THE CITY STANDARDS AND ~ REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR PLAN SCALE """'""' 2+..-.."" ""O ?f""'.20 ' 3187 Red Hi'I Avenue DESIGN ASSUMPTIONS AND ACCURACY. 1,, = 20, rnvm '"""" ,, ..,.., ~ ~I r-..A r-1-,,------------t-----i-==-==----r-:-:=c-=:-----l------------.------l· ~:~, 2 ~:~sa, CA 92626 APPROVED ~m 1:.~~Dj\~ /' -')_r;.--cf2__1---+----+-r-----------+------II-D-ES_IG_NED_BY_:+--DR_Aw_N_B_Y:---I CITY OF NEWPORT BEACH I-_R_-_5_763_-_s___.l (714) 751-7373 Fax(714)545-8883 --tX~ --VJ GRAPHIC SCALE: 1•=20, PU~LIC WORKS DEPT. DATE 1---+---1--t--------------+------1 CHECKED BY: DATE: PUBLIC WORKS DEPARTMENT SHEET 7 OF 96 ! L_-----------~~~~---~~____J ________ L__~~~----:=-..L......I-.L...L _____ L,___..L _ __.,L_...,_L~~~;~:!!.,_~~~" CURVE C1 ' C2 I . _ __:g:_oo Z - 0 ..,. o, y c., I 8 c; . 0 "' --oc, 00 + co . / \ +. . co f------+----+---------r-----+------+-:-10.00:+------H--+----+----+--, BORING LEGEND : LEGEND ~ DYA BORING LOCAllON. 4 CORING LOCATION BY OTHERS. 1;•~ J LANDSCAPE AREA 7+00 I i r I ' -'W ----------'.¼ o · 0 0 0 G · +"'. 00 CO 8+00 • S==!. 6 . S==!. 0% LINE g I"), r--:. -+ "! -ro ro • NOTE: CONSTRUCT 1 /2" AC COURSE BET'NEEN PAVEMENT REINFORCING FABRIC AND COLD Mill.ED PCC. 26 ;)! c:i co ;t 26 ~ Cl INT en 8+64.98 PALM ST. + 2+59.41 ALLEY w PHASE 2 00 " + • DJ " . 3 , . 7.85 ·r' I o 0.C. r---c:: . . . -• 6% + . co r-- O<D 0 00 0 r-: + "' ,..O .~. _ON I() .r,: +-~ 0) ~ ....Jo, (.) "" .7e% • . .S=!:70,t ·o 0 o.,, + . "' " 0 + Ol 9tOO 26 0 0 0 0 + "' ftOWUNE EXISTING PAVEMENT TOP OF CU B "' st- 0. . -. FLOW Cl INT st-0 ,0 -g l() :t0 .-- 10+00.00 PALM ST.= 12+23.19 EAST BALBOA BLVD.= 26 23 35 a a cri a N -+ + "' .,, ,. __ , 39.27' o.c . "' en g co l I I 0 I') 00 " ••• co -to I') "' <O a::: -u - uJ .ro., ro o ··--. f"') O CO + ·• to+oo SEE SHEET 4 BALBOA BLVD. ,rr I f; I ~I I I I I 70' I I I' l~ i Edi D BALBOA BL VD. SEE SHEET 4 --T ".I 0 ...... ~tu ~w ..J I <( Cl) a.. w w 00 I ....... , . --_J · PROFILE SCALE VERT. HORIZ. 1 "= 2' 1"=20' CONSTRUCTION NOTES 0 PROVIDE AND INSTALL PAVEMENT REINFORCING FABRIC. 0 ® CONSTRUCT TYPE "A" P.C.C. CURB AND GUffiR, 6" MIN. TO 8" MAX. CURB FACE PER CNB STD-182-L (CURB HEIGHT VARIES PER PROFILES). CONSTRUCT DRIVEWAY APPROACH (MODIFIED) PER CNB STD-160-L. @) CONSTRUCT 4-INCH P.C.C. SIDEWALK PER CNB STD-180,,L. "'. @ CONSTRUCT P.C.C. ALLEY APPROACH PER CNB STD--142-L, TYPE "C" (MODIFIED). @) CONSTRUCT LOCAL DEPRESSION PER CNB SID-304·-L AND DETAIL ON SHEET 3. @ CONSTRUCT PARKING METER POST PER CNB STD'S 920-L/921-,,L/922-L @ CONSTRUCT 6" P.C.C., 4" AB SIDEWALK/DRIVEWAY. ;· @ BLOCKOUT TREE WELL. @ CONSTRUCT 5" AC OVER 6" AB Wl7l-\ ASPHALT TEX1URING. @ CONSTRUCT VARIABLE THICKNESS ~d PAVEMENT (1-1/2" Ml ·1MUM THICKNESS) _1/ NOTES= • f 1. SEE DEMOLITION PLANS, SHEETS 19 TO 26, FOR DISPOSITION OF EXISTING IMPROVEMENTS NOT NOTED ON /THIS PLAN. 2. STREET IMPROVEMENTS WILL .SE CQNSTRUCTED FROM UTHOCRETE, COLORED PCC AND PLAIN PCC. SIDEWALKS V.,Lt BE CONSTRUCTED OF Ll1}lOCRETE, COLORED PCC AND PLAIN PCC. CURB . AND G.UmR WILL BE CONS'fRUCTEO FROM PLAIN PCC. SEE SHEETS 27 ~O 34 FOR LIMITS. A". s· .. -: i~ ~ H"'l h 11 crest •, .. A.if ,~, ,j_~~.r;~, inc. P.O. Box 1898 Corona, CA 92878-1a98 I ;, 6 " J "" .• 0 " ';:'. ~- •< -; ~ . ' .. , -·,.,, ~ C-3"527 .~ ,------------------------.------------------------,--------------------------,----=-=------.-------------------,-'.·:...__-I~ PROFILE SCALES § CITY OF NEWPORT BEACH REVISIONS CURVE TABLE DELTA RADIUS LENGTH TANGENT 90'00'08" 5.00 7.85 5.00 20 10 0 20 89'59'52" 5.00 7.85 5.00 . GRAPHIC SCALE: 1"=20' 40 'i<:/.<::!ff.SS! 0114 ( ~~MES G1, ,;;-" "( ~ I 93□8 {I E 12-31-0 XP--'-"-~~ ~)> Ci V\\ .. ~c~D PREPARED BY: PSOMAS 3187· Red Hill Avenue Suite 250 Coste Mesc, CA 92626 (714)751-7373 Fax(714)545-8883 ,--~----------------,NO . DATE BY APPROVED HORIZONTAL 1" = 20' PAL.M 81F:1:ET i THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR IMPRO'll-.... --M ..... l+;M'T ........... •.:/ PLANS ~ CONCEPT AND ADHERENCE TO THE CITY STANDARDS AND V K-. .!..ii.I:"' I ~ //•'//' REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR PLAN SCALE Ff!Ck·lcZ~TO 9t68 ; DESIGN ASSUMPTIONS AND ACCURACY. 1 .. = 20, ";/ti's '.ef•'l"' ~ APPRo;E~J;~ G~'2s a~=1===~-=-~~-=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=.1=--=--=--=-~-1--; ..... 0:E:s:IGN:E0~~s_Y,-:_-:_DRA~w~~N,-~B:::---Y,~~-c-1T_Y_o_F __ NE-w-Po;{T BEACH •'-r--A--57-e_a ___ s_l PUBLIC WORKS DEPT. DATE CHECKED BY: DATE : PUBLIC WORKS DEPARTMENT SHEET 9 OF 96 ~ ,r=·· _____ ...._ ______ _., l ' :~1 !ii I~ !ii CONSTRUCTION NOTES q-. CONSTRUCT TYPE "A" P.C.C. CU lB AND GUTTER, 6" MIN. TO 8" MAX. CURB ~ ~ I , ~ ~ ---' \!.,I FACE PER CNB SID-182-L. (Cl RB HEIGHT VARIES PER PROFILES). 1 ti z "-® CONSTRUCT DRIVEWAY APPROACi (MODIFIED) PER CNB SID-160-L. ·---=-·· • ~-~ "...J t ~ . 5 ~ u: "" 0) • ..JI ' Lt) Vl >-[D r--®o CONSTRUCT 4-INCH P.C.C. SIDE "ALK PER CNB ST0-180-L >-°" "' 0 "< ~ Ii I 0 ~ :13 "! LL ~-0 WU 9 CC to ..-;-"= <( ~ ii jW CO C" :;i ~ J- /'.;°";\,1 =I w 00 o en ~ ~ I ~ ,-.... ,._ -S; l(J IL) \:Y CONSTRUCT P.C.C. ALLEY APPR ACH PER CNB SID-142-L, TYPE •c• (MODIFIED). <i:0 0 0 LL al al , 10 al ;;; i:; ~ ro §l + "": Z L{) 1--t00') CC" ' "'"" .._, '.r--,.10 t-,.:: LLJCXJ CO @ CONSTRUCT CURB RAMP PER A WA STD PLAN 111-2 CASE D, TYPE 2. <liLt> :;i ;l; «i ~ : I ,ii!; ;;;i • @ CONSTRUCT LOCAL DEPRESSION PER APWA STD. PLAN 31:5-1, CASE G AND DETAIL ON SHEET J~cb a;;_: __ .:~;::_-,.j~I ::'"~! @3 CONSTRUCT LOCAL DEPRESSION PER CNB STD-304-L AND DETAIL ON SHEET 3. it, -fi-"-t-t',--HI\<' ! Ai 'bl ' @ CONSTRUCT 5" AC PAVEMENT o1-'ER 6" AB. ; 10 IO , ~: ,; ! i --.:::...--,......----=:~~Mk+-~==;,~-----@ CONSTRUCT 6" PCC, 4" CAB SI EWALK / DRIVEWAY. @ BLOCKOUT TREE WELL. @ CONSTRUCT DRIVEWAY APPROAC (MODIFIED) PER CNB STD-161-L BORING LEGEND : -0 DYA BORING LOCATION. ~ DYA CORING LOCATION, NOTES: 1. SEE DEMOLlllON PLANS, SHEETS 19 TO 26, FOR DISPOSITION OF EXISTING IMPROVEMENTS NOT NOTED ON THIS PLAN. 2. STREET IMPROVEMENTS WILL BE CO STRUCTED FROM BOTH PLAIN AND PATTERNED AC AND FROM LITHOCRETE, COLORED PCC D PLAIN PCC. SIDEWALKS WILL BE CONSTRUCTED OF • LITHOCRETE, COLORED PCC AND PL IN PCC, CURB AND GUTTER WILL BE CONSTRUCTED FROM COLORED FCC AND PLAIN PCC. S E SHEETS 27 TO 34 FOR LIMITS. .CURVE C1 C2 CJ CURVE TABLE DELTA 90·00·00" • 89'59'35" 90'00'25" RADIUS LEN TH TANGENT 5.00 7. 5 5.00 5.00 7. 5 5.00 5.00 7. 5 5.00 I __ j 8+58.00 8+72.00 8.12 FS O' CF "CF ____ ----+'IW=A_StllNGT~~ n ST. [)ETAIL "B" SCALE 1 "=1 0' LEGE~~D I > I LANDSCAPE AREA ·---=----==-· I I ' ' . L.i..:f i l V ,;:: , L,o· . r'-L "•r , v,.., \ >0 J ,-, --·-·----- i ' OJ =-==l:~~=::-}'.:~~N=;;21~o.l,--1'. ~-:,_"/_:.-: .• :,.,,,~--1=~4~ ----,1=="'---r-'-*--,;,.."'-+-..,.....,. ....... ~o-+-tf HN; i --·-• • \ :; i i-: "' "···---.---., . ···---.... ,r:;,1'. 7 7 ~-e. "' 35 -· --.P ~ : ' PHASE 2 ' 11 " w I I I I PREPARED BY : CITY OF NEWPORT BEACH ...... ' -~&- <l--t---:7:k,•""5i ,-..... ; .. • .......... -a-l" ..... -l .. ~ di ., :,_}_ -; __ 'f! 1 \l~ .• I~-~· ~ . , l I 1 I 1 CL INT i 10+00.00 I WASHINGTON ST."' . J 14+78.94 ·····-··-····'--·BALBOA. BLVD. _ REVISIONS SEE SHEET 5 BALBOA BLVD. t:l L Id PROFILE SCALES ---.... ,-- I 1n5) ~ ~ lE ~ w [E ~\1 uu FEB 7 2003 l-' ~--,~=i+-~ HARRIS & ASSOCIATES R i ~ , ,1 -;;,, Hillorest Contracting, Inc. ~ ij t1 ~ ~ ,ij P.O. Box 1898 . 'l:::,,,<)) ~i IJ 1.l--. ' ~111'£!1.a, CA s2a1a-1aeg C-3527 t-------------------~---NO. DATE BY APPROVED HORIZONTAL 1" = 20' WASHINGTON STREET PSOMAS 3187 Red Hill Avenue Suite 250 Costa Meso, CA 92626 (714) 751-7373 Fax(714)545-8883 THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO THE CITY STANDARDS AND REQ' 11REMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR DES,.iN ASSU TIONS AND ACCURACY. APPROVED (\ PUBLIC WORKS DEPT; DATE 1--t----1---1-----------------1------< PLAN SCALE IMPROVEMENT PLANS 1" ~ 20 , ffiOM 7+64.82 TO !H68 ::i 11r--i---i--------,---i-~:;;:;:;-;:;v."'"T"";;=-;:;;-;:--+---------.,....,-----I" t----f---1----1-----------lf------1 DESIGNED BY: DRAWN BY: CITY OF NEWPORT BEACH R-5763-S ! h<,-+.-1,.2=9c-=03c;1-;-;-NJ-;-::G,-+.:R=EVl:-::S==E=-=cR""o=-=-wccN,--,-,UNccE=-=P=-Ro=F=1L""'E----l------l CHECKED BY: DATE : PUBLIC WORKS DEPARTMENT .I-, S-H-EET--n-oF-~-~-IJ --------_______ .---~ -- L\ 1 -7.85' I 7.85'. --- 1 -" L=11.35' L=11.35' -1 -o.c. o.q. ""' "'" -----; . :'-; ro _,,_ -. .,,,...., co o:-.: 1 1~ m-u • t{")(.) 1 -- I ---~-------,--------,-----·- ! ' - ---+------+--------+-------+-------+------ ,., --- ' -·-..;;;· ----·-=·"' -·'-'"-' • 1- ' --... , .. --- --.-__ •-r -----+----+-----------1-~-=----------+-------+-------+----' ----- - ' i ' ' ' ' ' I , ..... - ------------------+--- •• -1-- - •• 1------------+-------1------1-------1---- 1 ! ' ---:-'---------~· _------1---------1-------+--Q-~--f' ~-IA= -! _ _ ~.vv - ' ! - . ,..;.--· ' :-• •. ·:·:: ,... ' .,.. ;,_-' -~ ~"4'v1i l'\I_ r-11 C'" v.vv 00 I.O __ c,;_ ID -'- IO O'.l "' "' f 00 -- 00 -~ <D "' O'.) " +--' 0 0 ,....: co rQ ~ ro • I S 043% \_EXISTING i C 0 0 d - ++ co co \ • S 0JL% \_FLOW ~INE .. 0 0 ~ N o, ©N + . -ro5 0~ 0 CO ~-I'- I TOP OF CU ~B -CROWN .LI Ee-_ oo·rn -o:,-i-,,.; OC)tt") c»-W en LO--0) LO • I ' - v .yv I ' _,, " .,. r,. ,_' ---I 1 , -•I , ,_, _, I - -- PROFI LE SCALE -----+------+-------!-------+-----+------+------!------+------t--------+-------t------• I t<l «i VERT. HORIZ. 1 "=2' . . --- CONSTRUCTION NOTES I It-' tt I 1cb1 C :; ! ~111 I ~ CJ_,· I: ~ l : et: "' vi· ...J 1....1' 0 V) "' "' u; ~5 ~ U ~ Li... Li.. , < ~ Li... Ii: U CO LL ~~ow:~ o~; -co~ ~oo~.:' !,oJ ~ ~ :; ; ~ . 0 CONSTRUCT TYPE "A" P.C.C. CURB AND GUTTER, 6" MIN. TO 8" MAX. CURB FACE PER CNB SID-182--l. (CURB HEIGHT VARIES PER PROFILES). ® CONSTRUCT DRIVEWAY APPROACH (MODIFIED) PER CNB SID-160-L. ® CONSTRUCT-4-INCH P.C.C, SIDEWALK PER CNB SID-180-L. @ CONSTRUCT P.C.C. ALLEY APPROACH PER CNB SID -142-L, T'IPE "C" (MODIFIED). I 8tOO 10+00 SEE SHEE"f 5 BALBOA BLVD. L 1"-20' I~ Vi I ® @ z . 1-{O 0) .:::. .::::..~,, ~ ro :~ LC) e CONSTRUCT CURB RAMP PER APWA STD PLAN 11 1-2 CASE D, T'IPE 2. ~~ ~ ob ;;:i __ -·.. _ I ~-ob ;;; CONSTRUCT LOCAL DEPRESSION PER APWA STD. PLAN 313-1, CASE G AND DETAIL ON SHEET 3. ~• '" t ec_ ~ , @ @ CONSTRUCT LOCAL DEPRESSION PER CNB STD-304-L AND DETAIL ON SHEET 3. / CONSTRUCT 5" AC PAVEMENT OVER 6" AB. ~ ~ I ,,,' / ;,, ' ® @ CONSTRUCT 6" PCC, 4" CAB SIDEWALK / DRIVEWAY. BLOCKOUT TREE WELL. @ CONSTRUCT DRIVEWAY AP PROACH (MODIFIED) PER CN8 SID-161-l. BORING LEGEND : -0 DYA BORING LOCATIOIL ~ DYA CORING LOCATION. ,NOTES: 1. SEE DEMOLITION PLANS, SHEETS 19 TO 26, FOR DISPOSITION OF EXISTING IMPROVEMENTS NOT NOTED ON THIS PLAN. 2. STREET IMPROVEMENTS Will BE CONSTRUCTED FROM BOTH PLAIN AND PATTERNED AC AND FROM LITHOCRETE, COLORED PCC AND PLAIN PCC. SIDEWALKS 1'11LL BE CONSTRUCTED OF LITHOCRETE, COLORED PCG AND PLAIN PCC. CURB AND GUTTER W1LL BE CONSTRU CTED FROM COLORED PCC AND PLAIN PCC. SEE SHEETS 27 TO 34 FOR LIMITS. CURVE TABLE CURVE DELTA RADIUS LENGTH TANGENT c1 go·oo'oo· s.oo 7.85 5.oo C2 59·59•35• 5.0I, 7.85 5.00 20 10 __ -.:::~-....,.-~·~~19~v::i.:;0+1<'-4:,..~:::cA~~c· --- ____ .'-._ '°'' ;} h u) ~ 0) (P -•-0 cl'_ ';?_~ ~;;e•(f! 1 G '"L3 l~\11 z1 -4 c.J' "4 .I."' _-,~ ~}\ ~ 0 I 8+58.00 / \ 8+72.00 8.12 FS o" CF v. ~ V. 1-iCFt----- ------- DETAIL "8 " SCALE 1''=10' LEGEND □ LANDSCAPE AREA Hill~ P.O. Box 1 ..... ., ~rona, CA i.l287S•tsga . . }- ~ I ~ 3- r--==-::-==---=----------,---:--::-.=:-:-:--=---:-:-:::-:-:::-:-:::-=--=-::-:-:-:-:---+---------------r-------.,.-----·· _· .,,.~~-•-.. c -·-____ c_-_3_52_7---,1i, n~~ ?RF.PARED BY: c1TY oF NEwPoRr sE AcH REVISIONS PROFILE SCALES l ,m-~ ~ 1>-1.\Es Gi , ~ No • DA TE BY APPROVED HOR1zoNTAL 1" = 20' WASHl ·luGTON STREET il ~ }f'~~ ~\<?i;_ ,-p s o M A S THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR 'I;! J ._. , 1 A} ~ CONCEPT AND ADHERENCE TO THE CllY STANDARDS AND IMPROVEMENT PLANS • "" -J-;';j;; c,o ? REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR PLAN SCALE • ~ \Ne .++-""-""''---3,87 Red Hill Avenue DESIGN ASSUMPTIONS AND ACCURACY. 1., __ 20 , FROM 7+64.82 TO 9HS8 g 4;0 {! \Exp. 12-31-01 * <---~\· ~ ~ ½~c IV~"' ~~::, 2:~,, CA 92626 APPROVED \_.--/ 1 h.\.-'_ n . 1=-JC, ...,..,....,ri_ ~=::_-:__ --+-c-=--=-:=========----·-=----:___----_-_--_---_--_-_-:_··--·===--_r□°'l::;::;SIG;::;N-;;:E::-D -=sy:-:-,-r.:o"'RA""w""N-:B"'Y':--+--c-1--r-Y_O_F_N_E_IA-lp-c-;11.".l_T_B_E_A_C_H_.-_R_S_7_6_,....3_·-S--l:i_,. GRAPHIC SCALE: 1"=20' F c~I'~'-'' (714)751-7373 Fax(714)545-8563 "§Y\J<;b~)l<.,i\{)f\ lQ ""__,/<.:.,/ L--n ,\ 1------·----1 •i _________ , __________________________________ ,:::,;;;;;;;,;;::, ___ ,..L _________________ ~--------P-U_BL_1c_wo_R_.K_s_o_EP_T_. _____ D_Ar_E __ 1.........1., __ c_--.J.c ------.---... --_--.:_-::._-.:_-:_-:_-.:_-.:.-:_-_:__---_--:::::::_-_-_-J-... -_-_-_--_-_-_J_c_H,_Ec_K_E_D_B_Y:..J.._DA-JE_, __ L _.:.,P:::_UB~L::,:IC~WO:::::,:R~K:,S.,:D:;;E.:t~:A~RTM!,'::E:_:N;,;,T __ L s:!H!:E:;ET_!;11!_,!0!_F_:9~6:!_.j j} ,.__;C3::;;._....__.9'l<0_..'0:...0'=:25'-"__,___;5~. oy,_.....1._.;7:.:.:.8;:;:5~.1..,_.::,5.;.:. Oc.:.0__, LINE TABLE LINE BEARING LENGTH L1 N55'13'11 "W 14.42' L2 N46'04'07"E 12.80' CURVE TABLE CURVE DELTA RADIUS LENGTH TANGENT C1 90·04'57" 5.00 7.86 5.01 C2 88'55'03' 5.00 7.85 4.99 CJ 10·44'29" 18.00 3.37 1.69 C4 90"04'52' 5.00 7.86 5.01 cs 89"55'08' 5.00 7.85 4.99 DISPOSITION NOTES BORING LEGEND OJ PROTECT IN PLACE. OYA CORING LOCA170N. • CORING LOCATION BY OTI-IERS. CONSTRUCTION NOTES ® CONSTRUCT 8-INCH TI-IICK P.C.C. CONCRETE ROADWAY PER CNB STD-108-L AND STD-109-L OVER 4" AB. ® CONSTRUCT TYPE "B" P.C.C. CURB PER CNB STD-182-L. ® CONSTRUCT 4-INCH P.C.C. SIDEWALK PER CNB STD-180-L. LEGEND ® CONSTRUCT P.C.C. ALLEY APPROACH PER CNB STD-142-L, TYPE "C" (MODIFIED) @) CONSTRUCT 6" PCC, 4" CAB SIDEWALK / DRIVEWAY. U LANDSCAPE AREA @ BLOCKOU T TREE WELL. NOTES= 1. SEE DEMOLl170N PLANS. SHEETS 19 TO 26, FOR DISPOSITION OF EXISTING IMPROVEMENTS NOT NOTED ON TI-1IS PLAN. 2. STREET IMPROVEMENTS WILL BE CONSTRUCTED FROM BOTH PLAIN AND PATTERNED AC AND FROM LITI-IOCRETE, COLORED PCC AND PLAIN PCC. SIDEWALKS WILL BE CONSTRUCTED OF LITHOCRETE. COLORED PCC AND PLAIN PCC. CURB AND GUTTER WILL BE CONSTRUCTED FROM COLORED PCC AND PLAIN PCC. SEE SHEETS 27 TO 34 FOR LIMITS. 20 10 0 20 GRAPHIC SCALE: 1"=20' ---ss 40 u V r --------~--- 8+00 • S=O. 2% FLOW LIN ..... L=14.86' ~ .. + <Xl ---0 -1"-,. 0 ... S=0:40% 9+00 ------------- 10+00 SEE SHEET 5 BALBOA BLVD. I _/IJ t[t~ o -, " I 1f PROFILE SCALE VERT. HORIZ . 1 "= 2' 1 "=20' IN(,f,\.l 4'' Pv;:: --~ I S L\EEVE. (SCG I I\Petlo VE i)) w oZ 0 _J 7.96 35 35 L '-' 0 5'. z ;::: 35 (J) ~ X w , l1' SD-9 "2 1111 / ~ / □ i:I j f z <( w 0 0 1 ..:: .. ; ~ 0 -_co~ NE..vv .c.,S ., __ / £,Ev-I€:~ Mt~N!ii:CJL-t " tO >-0 + + ~ "' 0, Cl. 0) "' + "' = = "' N + "' ~ ~ tii + "' ct 0 a. :z I/& 0 --, 10+00.00 MAIN ST.= 17+33.48 BALBOA BL W.= Hillcrest Co11tractir1g, inc. P.O. Box 1898 ~~ CA 928?8·t!9tl ' . \ ) } I ~ ! '-, C-3333 a .,___--,;', \, -r------"'-------"-'---~-,----------------=-----------,------------------,---------.------------~-=-=-=-=---10 . PREPARED BY : PSOMAS 3187 Red Hill Avenue Suite 250 Costa Mesa, CA 92626 (71L) 751-7373 Fax(J14) 5L5-8883 CITY OF NEWPORT BEACH REVISIONS PROFILE SCALES § ; f----------------------~N0 . DATE BY APPROVED HORIZONTAL 1" = 20' MAIN STREET g THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO THE CITY STANDARDS AND REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. APPROVED PUBLIC WORKS DEPT. DATE ~ w ~ • r--+---+--+--------------+-----l FROM 7+65.17 TO 9+58.70 IMPROVEMENT PLANS i 1" = 20' ~ r ,--r----r--------,--~=-=-~~~+------------,------1~ ,, r---+----+---+----------+-----l DESIGNED BY: DRAWN BY: CITY OF NEWPOR T BE ACH R-5763-S i 1---+---+---+--------------+------l CHECKED BY: DATE: PUBLIC WORKS DEPARTMEN T t--S_H_E_ET_13 __ 0F_9_6-1 ; PLAN SCALE -,.· ' ~ .'\] \ ~✓'i) t:i,;y ~ \i) t'-1' "::j ~ LINE TABLE I r;:(_~v LINE BEARING LENGTI-! I L1 N55"13)1"W 14.4'./Y >· . L2 N46'04'07"E 1J>'.80' / / CURVE TABLE CURVE i/DELTA RADIUS LENGTH TANGENT C1 / 90"04'57" 5.00 7.86 5.01 {C2l 88'55'03" 5.00 7.85 4.99 C3 10'44'29" 18.00 .• 3.37 1.69 C4 90"04'52" 5.00 7.86 5.01 C5 89'55'08" 5.00 7.85 4.99 DISPOSITION NOTES [Ij PROTECT IN PLACE. t /."- , . . u J; BORING LEGEND DYA CORING LOCATION. ,. \ • CORING LOCATION BY OTHERS. CONSTRUCTION NOTES· ® CONSTRU~T B=INCH .,THIC~ P.C.C. C'ONCRETE ROADWAY PER CNB STD-108- 0 L 1 --'.,., AND STD 109 L OV .. RA AB. , ,·. 0 ,pf· .., t c.,.,.,. r-lP ® CONSTRUCT TYPE "B" P.C.C. CURB PER CNB -~. I L ® CONSTRUCT 4-INCH f'.C.C. SIDEWALK PER CNB Ste· 1 B0 "L LEGEND ® CONSTRUCT P.C.C. /,LLEY APPROACH PER CNB STD-142-L, TYPE "c" (MODIFIED) • @ CONSTRUCT 6" PCC, 4" CAB SIDEWALK / DRIVEWAY, □ LANDSCAPE AREA @) BLOCKOUT TREE WELL NOTES= 1. SEE DEMOLITION PLANS, ~; IEETS 19 TO 26, FOR DISPOSlllON OF EXISTING IMPROVEMENTS NOT NOTED ON THIS PLAt , 2. STREET IMPROVEMENTS W,!J_ BE CONSTRUCTED FROM BOTH PLAIN AND PATTERNED AC AND FROM LITHOCRETE, COLORED PCC AND PLAIN PCC. SIDEWALKS WILL BE CONSTRUCTED OF LITHOCRETE, COLORED PCC AND PLAIN PCC, CURB AND GUTTER WILL BE CONSTRUCTED FROM COLORED PCC AND PLAIN PCC. SEE SHEETS 27 TO 34 FOR LIMITS, 20 10 0 ! 20 40 I \ .. CJ e--------+-----------+-----+-~--Q_()Q ~ I w 0 zt;;; R_ ~x ~w gJ z rn a ~-, o-oC! lO Ol ro u:, OCJ + 00 s,;,1. 7 S=2 28% s+oo ro L EXIST. C0NC. . L=14.86' + 00 0 " 0 .... 0 + "' 7.3 . (o".CF) 9+50.00 .16 FINISHE SURFACE @ CL + ·Ol ,. f"') (;)-;,;a;,J (D--N t-LL--Z • f- . i'J z 0 --__ :::, --- ' cY-T. C ./ .l. • S=5:31% FLOW l.ifJE:~-4-----n-ffil--·~--+-------t------t---- 00 "' •' I Q Ol ,92 s,,, 27% ) l, (, .,,, .. ! :1 9+00 ' LIMIT OF CONSTRUCtlON a, . N + 0, 35 FLOW LINE ,.// i Ii 10+00 PROFILE SCALE 10+00.00 MAIN ST.= VERT. HORIZ. 17+33,48 BALBOA BLVD.= 1"=2' 1"=20' Hillcrest Contracting, Inc. P.O. Box 1898 ~owona, CA 92878-1898 I r < ~ J ~ L c < i e ~ ? C-3527 i ~ ·-~ .----------------------,-----------------------.-------------------------~---------~--------· --------------f'~ ~'IDffSS!O,V,4('\ PREPARED BY: CITY OF NEWPORT BEACH REVISIONS PROFILE SCALES ~ /~ ~/, ('.;'0, -NO. DATE BY APPROVED HORIZONTAL 1" = 20' MAIN STREET \i 11& ◊" '< ~\\-p s O M A s THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR 1 -~ ,\ . CONCEPT AND ADHERENCE TO THE CITY STANDARDS AND ~ 1+65:17 TO 9+58.70 ! , REQUIREMENTS ONLY, THE c,TY ,s NOT RESPONSIBLE FOR PLAN SCALE IMPRov1'-MENT PLANS • (:~;01 / o/J ~:~t: ~~ cill Avenue DESIGN A~~PTIONS A~D~ACCURAC.Y. _1 ___ 1 _1 ______________ 1 ____ 7,;;;:;:;;;;,=-;:;;1 :;-., _=,.;Z;0:7' ==--J.----------:-=-------,,--------..1!! 'h~1v1~❖ CosloMeso,CA 92626 APPROVED ~ ·,n,,~= ea.:,.; --a"' ,--+---+-+-----------+-------l □ESIGNED BY: DRAWN BY: CITY OF NEWPO{T BEACH R-5763-S I ~~ (714)751-7373 Fax(T:4)545-8883 ~ __ ,\{,YJQ .l.:. 1--------4•0 ---------,=•~----------------------------------...,.;;;;;;;.~-;;;;;.. ____ 1..,.. __ =-------------=-~-..J...------P_u_sL_1c_w_o_RK_s_o_E_P_T, ____ , __ D_AT_E __ .J-.....J_._....1,_..J., ____ •• _________ ..J.. ___ ..,.!_c~H·-EC_K_E□-B-Y:..J._0A_TE_: __ .J.._..;P..;U::.:B:::L~C WORKS~-_'!-_R_TM_EN_r....., ..... _;.,._s_H_E_E'I_ • .;,13;;.· _o_r_9.;;..;;.J6 u GRAPHIC SCALE: 1"=20' i I --+-------:-"700- CL INT 1o+OO.OO MAIN ST.= 17+33.48 BALBOA Blvt). (") ..... LINE TABLE LINE BEARING LENGTH L1 N61 "38'19"E . 26.33 L2 N06 '01'18"W 3.94' L3 N61 '06'50"E 7.31' CURVE TABLE CURVE DELTA RADIUS LENGTH TANGENT C1 C2 C3 C4 cs C6 C7 CB C9 C10 C11 C12 14·30'42• 115'59'34" 11 '30'59" 89'57'53" 90'02'07" 89'32'45" 40'32'55" 26'35'13" 26'40'57" so·oo·o, • 69'59'59" 41"56'43" 60.00 20.00 80.00 10.00 6.00 5.00 3.00 3.00 3.00 3.00 0 20.0 3.00 .._ _________ ,_ 15.20 7.64 40.49 32.00 16.08 8.07 15.70 9.99 9.43 6.00 7.81 4.96 2.12 1.11 1.39 0.71 1.40 0.71 4.71 3.00 31.42 20.00 2.20 1.15 \ I \ \. \ 20 ------------------------------------------- t, \ \\ 10 -i . 10+00 0 CL INT • 1o+OO.OO MAIN ;t 2.0 GRAPHIC SCALE: 1 "=20' ·---- 31.42 o.c. a::¾ "I-¾_¾ Wrs) 0 0::, co co r-,... r:--1.d LO l[) • -~• 00 + 0 0 _ 00-LO ..,-, N N ll) l{) U') - -"l 4.71 o.c. l'1 + 0 u Ill. -0 0 " 0 ~ / OP OF CURB' I • =O 29% / 10 GUTTE TRANSITIO S= 0.30 -, .. 30.51' _ o o.c._ 0, -. -st15.20' S=0.50 • s~o.46% s= 71,77 o.c. ID □ 0::: Z=> WO - 25:64' • ' o.c. uh,. 16.08\u "<i" 0 0, 0 "' -----_CfN O LO u"i '° FINI HED »CRFACE -S=0;29, L=L4'1 r,n X -d lO + 0 - "' 0 68% w -........ - FtO LINE IN CR S GUtrER _J .._ °' "' [D &:l "' 0::: ,,; ::> r--u 35 "' ~ ,xi ,-.! I,-, co ,-, "' ~ _J co __ J "' '° + cS ..., X + ,-.: + 0 1--' co w OV> ~ V> ,,; 0 --- f/DttSSiON~~ 04)~t-MES G';, (i:_~ ~◊~ < <2' V,/ -~ n-,, 08 "' :::c \.# \-;, ~-12-31-01 * / ~:·~4~/ic~ 4;0 QC C~\\~ ~-::::::----- --"O O'.) .t.n 0 + L= 81' 11+00 =1.1.7% .. S=J ,1 • SEE SHEET 7 EAST BAY AVE. I . I' ~ i I'. l I I I I I ~ ~I < ' I l:1 1 [;: ' (!JJ-.J '!' 65 8 0:: N u en m . r'-... v.,o <C )' • <D u I I ·w l:ij f- N I I:! q ~I/ ;:, "' 1! ·- i PREPARED BY : p s 0 M 3187 Red Hill Avenue Su,te 250 Costa \Iese. CA 92516 (71-1)751-7373 Fox(714)545-8883 35 ,:::: + -- A 0 0, o..;' 0 + FLOW LINE 0 0 12+00 15. 70' I "---'... __ .....:._-_:_· ' -! 13+00 I ! I I I I ~~-/ (~;?3) El'.J!D OF IMPROVEMENTS / ~ ! °' I JOIN EXIST. -···-A-i--+-1 ..:.. --- -\-+-1--hc---~t-t--G -'7'c--\-\-~~•-t, CL INT. <:[ POINT 12+28.12 s ~~-_, 2, CITY OF NE WPORT I I I MAIN ST. 4.45 FS I 5.54 TC 5.04 FL 12+49.56 PRC 14.02 LT 5.30 TC, 4.80 FL 5.78 FS BEACH NO. THIS PLAN IS SIGNED BY THE CllY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO THE CITY STANDARDS AND REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. DATE c~~A Rr) AP PROVEDN CT-,~. G-1S-O,-L ~ s,•-1--- . PUBLIC WORKS DEPT. DATE h\ 10/5/01 REVISIONS BY NJG ! REV FLOW LINE ELEV ' --- ----1------+------f-------, PROFILE SCALE CONSTRUCTION NOTES VERT. HORIZ. 1 "=2' 1 "=201 f?'I CONSTRUCT 8-INCH THICK P.C.C. CONCRE1E ROADWAY PER CNB STD-108-L \.::.) AND STD-109-L OVER 4" AB. 0) CONSTRUCT TYPE • A" P.C.C. CURB AND GUTTER, 6" MIN. TO 8" MAX. CURB FACE PER CNB SID-182-l. (CURB HEIGHT VARIES PER PROFILES). © CONSTRUCT TYPE "B" P.C.C. CURB PER CNB STD-182-L. ® CONSTRUCT 4-INCH P C.C. SIDEWALK PER CNB STD-180-L. ® CONSTRUCT P.C.C. ALLEY APPROACH PER CNS ST0-142-L, TYPE •c• (MODIFIED) @ CONSTRUCT 4' WlDE GROSS GUTTER PER DETAIL ON SHEET 3. @ CONSTRUCT CURB RAMP PER APWA STD PLAN 111-2 CASE A, TYPE 4 @ CONSTRUCf 5' AC PAVEMENT OVER 6' AB. ® CONSTRUCT TYPE 'C" P.C~t!l~GUTTER PER CNB ST0-183-L (MODIFIED) AND DETAIL Ora ~ @ BLOCKOUT TREE WELL BORING LEGEND : LEGEND ~ DYA CORING LOCATION. + CORING LOCATION BY OTHERS. □ LANDSCAPE AREA NOTES= 1. THE GENERAL LIMITS OF CONSTRUCTION ARE AS SHOWN ON THESE PLANS. SEE SHEETS XX - XX FOR CONSTRUCTION OF STREET LIGHTS BEYOND THESE LIMITS. 2. SEE DEMOLITION PLANS, SHEETS 19 TO 26, FOR DISPOSlllON OF EXISTING IMPROVEMENTS NOT NOTED ON THIS PLAN. 3. STREET IMPROVEMENTS WlLL BE CONSTRUCTED FROM BOTH PLAIN AND PATTERNED AC AND FROM LITHOCRETE, COLORED PCC AND PLAIN PCC. SIDEWALKS WILL BE CONSTRUCTED OF LITHOCRETE, COLORED PCC AND PLAIN PCC. CURB AND GUTTER WlLL BE CONSTRUCTED FROM COLORED PCC AND PLAIN PCC. SEE SHEETS 27 TO 34 FOR LIMITS. 4. SEE DETAILS SHT 3A f'OR CONSTRUCTION OF TRANSlllONS BETWEEN PHASES PROFILE SCALES h 1:,crest Contr,wtin,, Inc .~i • P.O. Box 1898 Corooa, CA9287JJ·1898 C-3527 APPROVED HORIZONTAL ,.. = 20' PLAN SCALE M ,\IN STREET 'vE MENT PLAN S IMPRO 1" :::: 20' R'la: J 10+41.37 TO 12+57.53 I DESIGNffi BY: DRAWN BY: CITY OF NEWPO -------.--------lg_ !~T BEACH R·-5763-S ~ CHECKED BY: DATE : PUBLIC WORKS DE ·"" ''ARTMENT SHEET 14 OF 96 ~ _____ ..._ ______ _., -------------- I I ,n ' '· ' m' ,,, ' SEE NOTE 3. BELOW (TYP.) WALK r~ TREE WELL ¾ TREE WELL ~-w-----w----v- 1. SEE DEMOLITION PLANS, SHEETS 19 TO 26, FOR DISPOSlllON OF EXISTING IMPROVEMENTS NOT NOTED ON THIS PLAN. 2. STREET IMPROVEMENTS ¼lLL BE CONSTRUCTED FROM BOTH PLAIN AND PATTERNED AC AND FROM LITHOCRETE, COLORED PCC AND PLAIN PCC. SIDEWALKS WILL BE CONSTRUCTED Of UTHOCRETE, COLORED PCC AND PLAIN PCC. CURB AND GU11ER WILL BE CONSTRUCTED FROM COLORED PCC AND PLAIN PCC. SEE SHEETS 27 TO 34 FOR LIMITS. 3. FOR STREET LIGHT LOCATIONS IN EXISTING PAVEMENT, SEE PLAN OR SHEETS 25 AND 26. FOR STREET LIGHT CONSTRUCTION, SEE STREET LIGHTING PLANS 4. THE AREAS DESIGNATED AS "A" ON THIS SHEET SHALL BE REMOVED AND REPLACED UNDER THE DIRECTION OF THE REPRESENTATIVE OF THE CITY OF NEWPORT BEACH. 20 10 0 J.' I • I I , I - I I I • . I I I I I , I • I I I I I I \ \ \ ,\ 20 GRAPHIC SCALE: 1 "=20' \ '\ \ \ ·A 40 . , N 694.49 , E 506.38 I I I I I I I I I I I I ~~-TREE WEL 0 11.91 TC •• -11.41 FS 45' TYP . ALIGNMENT OF PARKING STALLS (SEE PLAN OR SHEETS 25 AND 26) 3X3 TREE WELL DETAIL N.T.S. . PREPARED BY: A ~ ~I 11' I <fl A l A 10.75 FL ' ,,;,---'-.,/-~~~~-iv" ' ::;:!JTI.) lg I I ~ l-..:c:I =-=--=-=l: 7+jiO--+---s+g 10.16 TC (9.66 FL) ADAMS ST. I I I I I I I I \ \ \ \ \ I \ I . ' I \ 3X3 TREE WELL A-WlE 2 WORK• INSTAl.l. lN)>Aei-t~'.ARKINQ . ALL ACJAcelT TO OCEAl\fflCNT 1 CONCAElE PAF!KINQ STOI" -----5lff HlOH PER Bl-100K PRODUCTS, NC. 872.34 E 512.17 I ( I I j;-j • _ ~ ~i- 04 r--+1_0_. 05_sw----'- 2 • ",' /<} V ~~-05 10.0 BW A.HASE 1 C&G \ ' 3X3 TREE WELL 11.50 TC 10.99 TC • 10.43 TC (9.93) FS 9.94 Fs_'. 10.17 -rs--0.29 W 1~0-~44~Tl.----~~~~~I I----===== 9.94 FS bi ...+---+-----"10"-'.0"'-3--'-F-"'S 1~0~.48~T:Q.c_J~:__:__~G~~ in • }i-11 9.98 FS (10.82) TC 10.32 FL 10.19 FS 10.23 BW 10.21 FS 1t3B TC 10.88 FS I {11.00 FL 10.4.9 FS i 1,0.98 LIP (10.49 TC) ~~~fles&~a • _ 9.99 rs , 10.17 FS 10.03 BW 10.13 FS .99 FS EX. G&G , ' ' .. -·- NORTH I 10· (/;_ 10· I SOUTH EXIST. BLDG 1 _ _:_:c.__--4, _ __:_:c.__~ OR CU RB --------... OCEAN FRONT CROSS SECTION ADAMS ST. TO 'A' ST. HOR SCALE= 1'"10' \/ER. SCALE: NTS --------- ?EXIST. 8~ C.F _-__,,,,cETXIST, ~URB IN\LET ___________ _ I T,----7 I I , I I I i.-.,_ _• I \ 1 1 I ) I '-.__ L L___::-:-Ti _; J EXIST. P.C.C. SID ALK ~ I I \ I I CLEAN DEBRIS & SAND FRO EXIST. C.B. & I EXIST. 12" ACP BETWEEN 1ST. QUICKSET I VAULT & EXIST. CURB I ET. REPAIR VAULT I NECESSARY TO STAN RD CONDITION. 39 CONC. BLOCK WALL (1. __ HIGH)~-_ 3% MIN. SLOPE "(TYP.) ~ -,-------- -,- ---_ __J 7 ' / ~PROTECT IN PLACE EXIST. @ ~ I i "QUICKSE1 VAULT. --. I I I 18"1 ' I .___~5~0~L~F_6~"~DI_A_. _P_ER_F~O_.R_AT-'-'E=D-----l'-"I_-_ f \ I I UNDERDRAIN PIPE (TYP.) I EXIST. J CKSE:/f" VAULT I I [ =--- -- - --~f'.L..cl =--=~}-·-.,t'.,_{,_,..l"~··i -~/,39 : lt1--- - - - - -- - --:i:i'+'F 17 I: I! PROTECT IN PLACE EXIST. 6"- PERFORATED UNDERDRAIN PIPE. IEW + L .. II I 1 ~J--------- -+I-I----le - 11 I I -PROTECT IN PLACE EXIST. 6" I I I I I I I I I PERFORATED UNDERDRAIN PIPE. (_ ms;. SANO SoeFAce APPROX. 5 FT. ABO PERF. UNDERDRAIN ") I I I I I I I I I I i I LI LJ -e,is;. SANO SURCACE) FRENCH DRAIN DETAIL N.T.S. CONSTRUCTION NOTES ~ CONSTRUCT TYPE "A" P.C.C. CURB AND GUTTER, 6" MIN. TO 8" MAX. CURB \!.J FACE PER CNB STD-182-l. (CURB HEIGHT MAY VARY). ® CONSlRUCT TYPE "B' P.C.C. CURB PER CNB STD .. 182-L. © CONSTRUCT DRIVEWAY APPROACH (MODIFIED) PER CNB STD-160-L. @ CONSTRUCT 4-INCH P.C.C. SIDEWALK PER CNB STD-180-L @. CONSlRUCT 4' WlDE CROSS GUTTER PER DETAIL ON SHEET 3. @ CONSJRUCT CURB RAMP PER APWA STD PLAN 111-2, CASE D, TYPE 2. @ APPLY SLURRY SEAL ® CONSTRUCT TYPE "C' P.C.C. CURB AND GUTTER PER CNB STD-183-L (MODIFlED) AND DETAIL ON SHEET 3. @ EXCAVATE BEACH SAND AS NECESSARY, INSTALL 6" PERFORATED PIPE, WRAP 1-1/4 TURNS W/FILTER FABRIC AND BACKFILL TI1E EXCAVATION W/ BEACH SAND. ® REMOVE PORTION OF EXIST. VAULT WALL AND INSTALL PERFORATED PIPES AND GROUT AROUND PIPES WlTH CLASS C MORTAR. @ CLEAN INSIDE "QUICKSET" VAULT BY REMOVING TOP 2 FEET OF GRAVEL AND DEBRIS AND FILL ¼lTH 2 FEET CLEAN 3/4" GRAVEL TO EL 7.00 M.S.L. ® EXTEND PERFORATED PIPES 18" INTO EXIST. "QUICKSET" VAULT, WRAP ¼lTH FILTER FABRIC AND SECURE WITH STAINLESS STEEL BAND. PATCH ALL HOLES. ® WRAP PERFORATED PIPE ENDS ¼lTH Fil TER FABRIC AND SECURE WITH STAINLESS STEEL BAND. @) COORDINATE INSTALLATION OF PLASTIC BOLLARD BY CITY. DISPOSmON NOTES IT] PROTECT IN PLACE. LEGEND PHASING LINE o,--{)-i:;f DUAL COBRA HEAD LIGHT ~ SINGLE COBRA HEAD LIGHT LANDSCAPE AREA lJ. LIGHT POST ~ DYA CORING LOCATION. BORING LEGEND : No;;:: FOR STREET LIGHT LOCATIONS 1N . PA, ,KING LOT SEE SHET. 33 (TYP). H1Ucres"t \,.,1.,-, r~,...:-~i, .:_;, ... v , P.O. Box 1898 C9rona, CA 92878-1898 z ~ ~ ,- 4 0 " 0 "" n_ / 0 0 8 Q C-3333 ~ -------------i~ CITY OF NEWPORT BEACH REVISIONS PROFILE SC/\LES / NO. DATE BY APPROVED HORIZONTAL PSOMAS THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO THE CITY STANDARDS AND REQUIREMENTS ONLY. TH E CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND AC URACY. VERTICAL ·----·---· ----------~--------+-----1----__J'---------l PLAN SCALE 1" = 20· BALBOA P'!ER PARKING LOT IMPROVE:MENT PLANS C 0 3187 Red Hiil Avenue Suite 750 Costa Mesa. CA 92626 (714) 751-7373 Fox(714)54,\ 8883 ~-, APPROV~D Wfe;t~, 1 v, 0(o -;2Sc--U PUBLIC WORKS DEPT. DATE PARKING AREA } :;- ------------7-=·==,,,....--~----1---------· l-----+---1--+-------------+--------l DE:SIGNED BY: DRAWN BY: N -------.-------.,!~- CITY OF NE'I/PGRT BEACH R-5763-S : -+--------C';ECKED BY: DATE : a 1 9 02 NJG S'EV PARKING LOT CONST, PULVERIZE & RECONSTRUCT G; PUBLIC WORKS DEPARTMENT SHEET 15 OF 9f'd ,~ ___ j_0.2_4_JC.l 9.74 FL . ... 10.32 .TC . •• 9.82 FL' 10.'11/7 I FS 1 .37TC 1 .87 FL .50% 10 11.28 F~~ ~~-==4=c.·-;;1~1:55 TC 11.13 TC 11.05 FL 10.63 FS ~ ·-~ ,•··••. . 9.5 C 10;42 ~~~_HP F 'o..;, ;;j' . • • 11.03 TC 10.53 FS 11.30 TC -- 10.80 FL 0,34% NOTE: FOR S1REET LIGHT LOCATIONS IN ARKING LOT SEE SHET. 33 (1YP). --3X3 . -.. TREE WELL --~------S ----- SEE DETAIL ON SHEET 15 • "\,.2. 8 ~--\ '10.00 ~---~ ·--~ B ORING LEGEND : •• l~"~,/ 0-_ A TRdx\kLL ... ·SEE DETAIL. ON SHEET 15 WALK C&G yJ ···o·· :,:.._. ' ~" OYA BORING LOCATION. a DYA'CORING LOCATION. -~ ---PHASING LINE J:l--0-!:l DUAL COBRA HEAD LIGHT 0-l:! SIGNLE COBRI\ HEAD LIGHT 4 CORING LOCATION BY 01HERS. LANDSCAPE AREA t1 LIGHT POST 20 10 3X3 • TREE -WELL • SEE DETAIL ON SHEET 15 ·© 20 40 9.54 BW 11.os Tc/ 10.55 FL SEE NOTE 3. S EET ©--~ 3X3 TREE WELL SEE DETAIL ON SHE 9.63 BW 9.75 5 F . URB SITl 9.72 W 9.81 TC 9 01 ES 1 9 FS 10 IQ~ •/S ------. ------ TYP._ -- t'l -I • dJ' - \10.52 TC 10.02 FS I ·· 10.70 TC 10.20 FS 10.65 TC 10.15 FS 10.63 TC 10.13 FS , 10.56 TC // , 10.06 FL JXJ .. • ', 10.55 JC: __ / TREE WELL , , 10.05 Fl SEE DETAIL ON SHEE~ 15 ' \' j • • p \ 10.30 TC 9.80 FL (j)- 10.41 to 11:\ \\J·'J-".> 3X3 10.17 9.9 9.9 10+90 6.96° LT 0 0 + TC FL XISl'. 0.50 TC 0. 00 FL a--0---n 11+22 ----11+2 D 11+2 ~1+32 0 ,~I 1)+3 '0.!J --1,+4 -t:J • 11+ 11+ ;_.,..~r::.t 11 +6 11+ I w ~ 1'~ EXIST. 0 0 + N 10.31 10.15 BW lREE LL 1 ' . 0.24 BW lREE WELc,\-;'-,c-~--" E WELL .12 FS 10.18 9.91 BW . fil\' 0 lREE WEL 10.14 ~ WEI ~ -1REE mL · 61Q.16FS -'\10.07 FS EE WE .09" FS 10.04 S -,_ .----, .. ;./·-.' j - 10' •. o +65.19 8EE 13 LIN I ---------- 19.98 BW JOIN EXIST. 9.91 FS PHASE 2 ~ .... ~ ... --~~- OCEAN FRONT) ....__..;. '~.:-~-,'._,.,...._~,--..._----_.. . .-..-..._.~.,.--··.;;..;.:-_·~:--'---"'-I NU • :;;l'f:. Z .:...7 +'-'2="8"-', 6c::.O....:S:..:.T.:...L"'-'T-'I-. __ I I _j ' ' ., . PER EACH • • 2 W0111(, INSTAU. IN EACH PARKflkl $TALL ADJACENT TO PI..ANl'EFt 1 CONCRETE pi\Rl(JjljQ STOP ll'll30"-51/2' HG! . PRODUCTS, INC. (29 TOTAL lHlll: 81 tl, " IN LO'l'S ON OF WASHINGTON Sf.) • • L INTI 3+60,16 FRONTAGE RO.= 10+00.00 EXIT DRI\/E 10.29 ,fS 34 ~~~PA1E& EX. C&G ~,s ,<:i' 11+68'.73 10.50 TC 10.00 Fl 1-' . ,o· '· V I ' V 3X3 TREE WE~. SEE DETAl~ET l5 14+92.21 ECR 10.35 TC O" CF ~ ,1, 3X3 TREE WELL \ 6+70:06 BCR 10.59 re · O" CF 6+'71.75 . ST. LT. 11.77 TC 11.27 FL 11.52 TC 11.02 FL 34r---+-..u REMOVE -~ - REPLACD"""' EX. C&G f-H.0-1-<)-(". 10.53 1.0. 6 FS , I -' - I /Fi 8JR □/R CL INT. 15+20.27 FRONTAGE RD. = 5+40.00 MAIN ST. . 6+35.00 ST. LT. --. - '-.. • .. '-..... " '\ \ \ PHASE 3 • DETAIL "D' 6 CF\_" PIER PLAZA AND ACCESS ROAD SEE SHEET 17 ; 0. \ ( FOR AN\SI-ED SURFACE). " ... '=' \ ' I ' 0 l 0 1 -- I 12.39) FS / / JOIN EXIST. AC CONSTRUCTION NOTES © CONSlRUCT 8-INCH THICK P.C.C. CONCRETE ROADWAY PER CNB STD-108-L AND STil-109-L OVER 4" AB. 17\ CONSTRUCT TYPE "A" P.C.C. CURB AND GUmR. 6" MIN. TO 8" MAX. CURB \.!_,I FACE PER CNB STD-182-L (CURB HEIGHT MAY VAAY). 8 CONSTRUCT TYPE "B" P.C.C. CURB PER CNB STD-182-L. 10 CONSTRUCT 4-INCH P.C.C. SIDEWALK PER CNS SlD-180-L 12 CONSTRUCT STANDARD 8" WIDE CROSS GUTTER PER CNS STD-185·-L. CONSlRUCT 4" WIDE CROSS GUTTER f'ER DETAIL ON SHEET 3. CONSTRUCT CURB RAMP PER APWA STD PLAN 111-2, CASE D. TYPE 2. CONSTRUCT CURB RAMP PER APWA STD PLAN 111-2 CASE A. TYPE 4 . APPLY SLURRY SEAL. CONSTRUCT 3" THICK AC PAVEMENT OVER B" AB. CONS1RUCT 8-INCH PCC PAVEMENT PER APWA SID. PLAN 131-1. CONSTRUCT CURB RAMP PER DETAIL ON SHEET 3. TREE WELL SEE DETAIL ON SHEET 15 JOIN XIS 10.25 TC 9.75 FL 10.65 TC EE DETAIL ON SHEET 15 CONSTRUCT PARKING METER POST PER CNB STD'S-920-L/921-L/922-L O' , " INSTALL CONCRETE PARKING STOP 8"x30" -5 1/2" HIGH PER BROOK PRODUCTS INC. co N 494.17 E 741. ~ -7"e/ V'oultl I 10.09 TC ~ 9.99 TC • / 1'2 I 9.49 FL •~, • PUL 1/ERIZE EX. AC / 10.15 FL • 10.46 TC . 9.96_ FL 1 10,33 TC 9.83 FL 9.95 FL 10.41 TC .. • 9.91 FL / ' <JI . ~ PUl!VERIZE EX. C PLACE BASE & 3 AC 11.27 TC 10.77 FL CONSTRUCT 5" AC PAVEMENT OVER 6" AB. fi. ,~ OL' 1' -t" ~ CONSTRUCT MODIFIED 12° WIDE CROSS GUTTER PER CNS STD j 1B~t:,'J O r J a b l 1 oc CONSTRUCT TYPE ·c· P.C.C. CURB AND GUTTER PER CNB STD-183-L Hillcrest Contracting l b (MODIFIED) AND DETAIL ON SHEET 3. P,Q, Box 1898 • nc. 'i£ BLOCKOUT 'TREE WELL C@rQfl ,. ·:'. INSTALL BOLLARD PER CNB STD-917-L. .l.y .,;A 928?1,t,.1898 ci 64 CQNSffiUCT CURB RAMP PER APWA STD PLAN 111-2, CASE 8. TYPE 1. ,_.l . 65 COORG,,ATE INSTALLATION OF PLASTIC BOLi.ARD BY CITY. K DISPOSITION NOTES [iJ PRclTECT IN PLACE. QC / u; w r" u, < " / QC 0 z ~ ~I _) : LACE BASE & 3" AC Iii • 0 r'&G ' • • • "'I ·So I T1 '</J _<:,O ' V V 9.85 TC .p· • 22 (9.02 FL) ' I )-.'B' I - 11.02 TC I NOTES: 10.52 F¼( . 1. I SEE DEMOLITION PLANS, SHEETS 19 TO 26. FOR DISPOSiliON OF EXISTING IMPROVEMENTS NOT NOTED ON THIS PLAN. • . Jz. S1REET IMPROVEMENTS WILL 13E CONSTRUCTED FROM BOTH PLAIN AND PATTERNED AC AND ~-'-~ < e-"' 0 D 0 ~ Q. 10.16 TC]/ '°') FROM UTHOCRETE, COLORED PCC AND PLAIN PCC. SIDEWALKS WILL BE CONSTRUCTED OF LITHOCRETE. COLORED PCC AND PLI\IN PCC. CURB AND GUTTER WILL BE CONS1RUCTED FROM ••••• COLORED PCC AND PLAIN PCC. SEE SHEETS 27 TO 34 FOR LIMITS. ((:~:~~ ~)) 7 . ~t~e~E& • 3. THE AREAS DESIGNATED AS "A" ON THIS SHEET SHALL BE REMOVED AND REPLACED UNDER s 0 ,.., 0 "' ~ w 7 N / IN EXIST. -..:::::::::=-_....._./ EX. C&G • • THE DIRECTION OF THE REPRESENTATIVE OF THE CITY OF NEWPORT BEACH. r;;~;;;-;;-;;;;:;;--;::;:;:;--:~~~~~=~~~"-'------'---,....c...--~=;::'G;"'=:~::'-"-'~=;',-,.:;-~~4 ;;';:=S:8=;~=7 r-r==.,-..::..:.:,r=====:::;:;_~:::::::~:::::::::.:.__::::;::::=.:::::::::.._--,-4-. _F~OR~S1R;:::EE~T,.::Ll:GH~T::_:L::.::O.::CA_:,:TI:_::O:;:NS:_:SE:_E.:_P_:LA_:N:_:O:R:_:S::_:H:EE:.:_T_:3:_::4· _______ _!C~~3~52'2~7Lj; PREPARED BY : CITY OF NEWPORT BEACH REVISIONS PROFILE SCALES BALBOA r:t __ ·"IER PARKING LOT P S O M A S -THIS-PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR HORIZONTAL r· ::: • CONCEPT AND ADHERENCE TO THE CITY STANDARDS AND NO ' DA TE BY APPROVED AND A,..,.CESS ROAD ' ~ REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR VERTICAL \.., <: 3187 Re<l Hill Avenue Suite ?50 Costa Mesa, CA 92626 (714)751 -7373 Fax(714)545-8883 DESIGN AS.StJliW~S 1AND A~,u CY. P~N= scA~E IMPROVEMENT PLANS ~ r •• \ ( 1 /l::,. 2/19 /02 NJG CLARIFY LIMITS OF a• PCC PA\/EMENT ·o APPROVED ~ ~ ':./\~ _ _ r/~,--1£-01,,-•• ----~DcE-cS=IG--,-NE,-D _BY_: +-D_RA_WN_BY __ : ---l CITY OF NEWPQF~T BEACH -A-5763-S • ~ ~---.-. ~ fr. 1/9/02 NJG REV MAIN PARKING LOT (PULVERIZE o1: REQON~mucn , . - PUBLIC WORKS DEPT. DATE f---cc-+-'---'-,---+---+-----------'-----4----------l CHECKED BY: DATE : PUBLIC WORK S DE"ARTMENT 1i::. © 2 10 8 01 NJG REV NW PARKING L!JT CONTOURS/ELEV'S/ASSOc'D .CONST • ; SHEET V OF 98 5' • <.O ..-- tu w I Cf) w w Cf) 9,72 BW 9.01 FS ----- SEE SHEET 24 MAIN ST. I , I:;* I k .• . ,.1,i:,m , •. ,I I SEE SHEET 13 tv1AIN ST. CONSTRUCTION NOTES= 9.03 FS I 9.98 BW ® CONSlRUCT 8-INCH THICK P.C.C. CONCRETE ROADWAY PER CNB STD-108-L AND STD-109-L OVER 4" AB. © CONSlRUCT TYPE "B" P.C.C. CURB PER CNB STD-182-L. ® CONSlRUCT 4" P.C.C. SIDEWALK PER CNB STD-180-L. LEGEND ----PH1\SING LINE I---[,: 9.28 BW 9.81 TC 8.71 FS 8.51 F 0 CF \: OCEAN 2~. ~---,,_..,.~,...i ~ M§_ F 9.00 FS 10.10 BW 10.22 BW .. \ 9. • 0 f ' • ----j-+'"JIL,k--). -c---t--,+ ct ' ,, (9.84) TC 9.58 FS t51 9.0$ FL> 1'---"'~2!• •• (9,84) TC . FRONT-_/ 9.87 FS -9.22 FS -. -~-~ ii~ // \ 1 -~~~c~'tt 9.72 FS \ 1fo~{~:J.~ .. ,-,_ 6, .: , 9.25 fS 1--+-t~c--l'.,_c.,.--,.,J ~ t i/· 3::) 9.62 TC 9.J2 FL 9.12 TC I 8.52 FL DETAIL "C' SCALE• 1' • 10' PHASE 2 DETAIL "F" SCALE• 1' = 20' 't '! FRONT 10.16 BW 10.10 BW SCALE f •20' • 10.09. TC 9.59 FL • \ 9.98 TC 9.48 FL 10.16 BW 10.21 BW 10.24 BW I I (9.59) BW I w JOIN EXIST (10.26) BW JiJIN EXIST 18' <.O -----..- UJ w :c 00 w w 00 I fij : : I I I ~~::i_L_ a)i I I I I II: ! I <( ' • ' ' . : : I I I I Iii " ~c•i 'L fij I I _,.. • • I I <( I I _ • EXIST. CURB & GUTTER ~ DEMOLmON NOTES : I r----_ _J <.O ..-- ti:i w I 00 w w Cf) WAll--i ' co SECTION A-A N.T.S. FRONTAGE ROAD ? il,~ FS PER PLAN _,,.I _,,. • I ~ I I I 15+ 0 11 . / / 3 FS / I D''.;irs ••• -~ I I I I ~')..O I I 14.30 TW /10.80 TF SEE SHEET 16 10.8 TC o• C +27.26 11.85 TC O" CF +34.55 12.02 TC BEG. 1 O' CU RB TRANSITJON 12.76 TC, 12.26 FS • +50.00 12.87 TC 12.37 FS .. R • ~ <o ~s. , .. ) 14, TW 10. 0 TF 15.05 1P TYP 10.80 TF fl • • '<S • 14.38 TW 10.80 TF . ,.,_ ~o , .... I .. . I CL INT. 15+20,27 FRONTAGE RD. = 6+40.00 MAIN ST. 10+05.0Q ..... 11.31 FS DETAIL "D" PIER PLAZA AND ACCESS ROAD SCALE: I' ~ 10' 14' 7' t 7' 611 CF 6" CF ~ STING GROUND CCESS ROAD TYPICAL SECTION N.T,S. PARK PHASE3 12.34 TC .· (12.34) FS BEGIN 6' CURB TRANS. FROM O" CF TO 6" CF 11+24.35 (12.39) FS JOIN E'.XIST. AC .AS BLlllT Hillcrest Contracting I P.O. Box 1898 • nc. Corona, CA 92878-1898 10' 5' a' 10' GRAPHIC SCALE: 1 "=1 O' 20' . ., , " ; ' a " ' ;. !/ D ~ 7 ; 2 ,, ' 3 ~ ; ~ g 0 " > @ SAWCUT AND REMOVE EXISTNG PCC SIDEWALK. @ REMOVE EXISTING STREET UGI-ff AND BASE. ,---------------------.-~------------------,-----------------------,-----------,--------------------lg CITY OF NEWPORT BEACH REVISIONS PROFILE SCALES ! PREPARED BY : NO. DATE BY APPROVED DISPOSITION NOTES : [Ij PROTECT IN PLACE HORIZONTAL ,. = 10' OCEAN FRONT, ACCESS RD AND PIER PLAZA DETAILS w z ~- ~ Q er: w g I L I I J I ~ I -1 I I I < I I I I ,~ I I I I I I I ~ I , ' 1 t5 I' I I 00 I ~ ~ <( CL INT 0+00.00 EAST BAY AVE.= 3+11.6 AO ST. I I ----------...=""-- w CL INT &: 4. PNT 5+00.10 EAST BAY A\/c..= 11+81.02 WASHINGTON ST. -W' --- GM 1 62 <( l±J ~:-(=:--:;;~=:-:::;;: L/Jcq: ::;_;_/ j) '·' . . " a ~~ ... ---::~;';.-.£. ,, •·. -------- co u 2+00 -~------s-s ------t---~ 5Mfl 53 lpr I SEE SHEET 22 1 (0 •• -• "'.~.,C _.,.._._ 45 --f-r~i,~x..,:;;;... Appr -/ 0 , i ,--,,, 52_ tPf1 □ 57 \I "1· '. □>' ~! ~,__ ____ __, kll ' 1z:~ II"·" ·"'· .,;:;'.~'. 'AO ·. T ...!I , . crJ ,;: :~,'l ", !~~ ~l " Ii j ~~:E 3 , ' ~~~ I [~ PHASE 3 56 w I I I l I 57 CL INT 7+50.20 . I i I l I . EAST BAY AVE..= 11.23.67 MAIN ST. ) ' I ' I I DEMOLmON NOTES : ® @) ® ® @ ® @ ® @ @ SAWCUT AND REMOVE EXISTING PCC CURB AND GUTTER. SAWCUT AND REMOVE EXISTING s• THICK PCC ROADWAY. SAWCUT AND REMOVE EXISTING PCC DRl\/c.WAY APPROACH. SAWCUT AND REMOVE EXISTING PCC SIDEWALK. SAWCUT AND REMOVE EXISTING PCC ALLEY APPROACH. SAWCUT AND REMOVE EXISTING PCC CROSS GUTTER. SAWCUT AND REMOVE EXISTING ACCESS RAMP. SAWCUT AND REMOVE EXISTING AC PAVEMENT. REMOVE EXISTING STREET LIGHT AND BASE. ADJUST EXISTING CITY U11LITIES (EXISTING WATER VALVES, SANITARY SEWER CLEAN-OUT, SURVEY, MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISH GRADE. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS . @ REMOVE PULL BOX AND CONDUCTORS IN THE ABANDONED CONDUIT. @ ~~SALVAGE EXISTING STREET LIGHT. & @ RELOCATE STREET SIGN PER SIGNING AND S1RIPING PLAN. ® CITY TO SALVAGE METER HEAD AND CONTRACTOR TO REMOVE POST. @ SAWCUT AND REMOVE CURB DRAIN. @ REMOVE EXISTING TRASH ENCLOSURE, @ REMOVE AND REPLACE EXISTING FENCE AND GAURD POSTS. DISPOSITION NOTES : IJ] PROTECT IN PLACE W REMOVE AND SALVAGE [}] RELDCA TE BY OTHERS LEGEND: [2I] ~ REMOVE CONCRETE PAVEMENT. REMOVE AC PAVEMENT. AS BUILT 20 Hillcrest Contraciing I P.O. BOK 1898 ' nc. Corona, CA 82878-1898 10 0 20 ~?..G'iESSi ON4 i <::, ~1>-MES G;, 0~ Exp. 12-31-01 ".¢;: C/V\1.-ii;.~ 40 f C '.t; • i . I / ;r, '6 I ~ J, ,---------------------,------------------+---------------------,------------.G-RA_P_H_ic_s_c_A_LE_: _1_"=_2_0· ______ _:C::.__.::.3.::.5.::2~7---1,~ ~ PROFILE SCALES PREPARED BY : PSOMAS 3187 Red Hill Avenue Suite 250 Costa Mesa, CA 92626 (714) 751-7373 Fcx(714) 545-8883 CITY OF NEWPORT BEACH THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO THE CITY STANDARDS AND REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. APPROVE~\?~ seA (v-?,5 ~o PUBLIC WORKS DEPT. DATE REVISIONS NO. DATE BY APPROVED HORIZONTAL 1" = 20' EAST BAY AVENUE DEMOLITION PLAN FROM otOO TO 7t50.20 -a ,::; g ~ ~ a z '.:-::i ~ 8 N PLAN SCALE 1" = 20' i----t-----t---t--------------t----7--_------~::.::... ___ ..j_ ________ , -------,,--------1,;,: / ___ --------+----+----------+------JDESIGNED BY= DRAWN BY: CITY OF NEWPO''<T BEACH R-576a-s ~ i--,-+--~-1---4-----~-------l------l CHECKED BY: DATE : PUBLIC WORKS DJE',JARTMENT 2 1D 5 01 NJG REV CN 54 -REM SALV ST LIGHT 8 I l • I i I I i j i DRAIN DRAIN 58 ,: I + 1- 1 § I • 1~1 io(;' j" i ! ~ ( Cl INT 10+00.00 PALM ST.= 12+23.19 BALBOA BLV. I I : I SEE SHEET 19 BALBOA BLVD. T1 I! I I I I I j::; ~ • 777// //11/ll!j/7/1/4 ("?;f-~fc~~~+~ci-I r ff~'-/:f ;~ l ✓.,,,u.vi " ..,,..,,..-,-,,,::-7""'1'1 +-+-- / II I I I J~ij/--f-1._p';i~ 'f~ I I I I ti= ww Z-' I I/// I P l..1./✓~1 I I I I I I / I I "1--/-..,ll •ff---!-1.! /1-,'--.j~ lj:/Jlj~!:;J::;:1-fA'-t!)~)i l 1,, ' \ I I I I I " I I ' I ! I , I , I • ··' • "I I I \ I I I I I I , . • • 42 PHASE 2 . " 0 I I 1~ ,, I I I I I I ,~ PREPARED BY : I I I BALBOA BLVD. SEE SHEET 19 ::J 3: IO 0-' 1-W <t'. m :a: w w CJ) CITY OF NEWPORT BEACH 1----------------------1 NO. DATE PSOMAS THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO THE CITY STANDARDS AND REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. 3187 Red Hill Avenue REVISIONS BY DEMOLITION NOlES : SAWCUT AND REMOVE EXISllNG PCC CURB AND GUTTER. SAWCUT AND REMOVE EXISllNG 8" THICK PCC ROADWAY. SAWCUT ANO REMOVE EXISllNG PCC DRIVEWAY APPROACH. SAWCUT AND REMOVE EXISllNG PCC SIDEWALK. SAWCUT AND REMOVE EXISllNG PCC ALLEY APPROACH. SAWCUT AND REMOVE EXISllNG ACCESS RAMP. REMOVE EXISTING STREET LIGHT AND BASE. ADJUST EXISTING CITY UTILITIES (EXISTING WATER VALVES, SANITARY SEWER CLEAN-OUT SURVEY, MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISH GRADE. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS. @) REMOVE PULL BOX AND CONDUCTORS IN THE ABANDONED CONDUIT. ® c~EMOVE AND SALVAGE EXISTING STREET LIGHT. ffi @ RELOCATE STREET SIGN PER SIGNING AND STRIPING PLAN. ® CITY TO SALVAGE METER HEAD AND CONTRACTOR TO REMOVE POST. @ SAWCUT AND REMOVE CURB DRAIN. ® REMOVE EXISTING TREE. ® COLD MILL 1-1/4" EXISTING AC PAVEMENT. @ COLD Mill 1-1/4" EXISTING STREET CONCRETE PAVEMENT. DISPOSITION NOTES : I}] PROTECT IN PLACE W REMOVE AND SALVAGE LEGEND: Lill I; I I I I I I I I I REMOVE CONCRETE PAVEMENT. COLD MILL CONCRETE PAVEMENT. COLD MILL AC PAVEMENT. GRAPHIC SCALE: 1"=20' l C-3527 PROFILE SCALES APPROVED HORIZONTAL 1· = 20' PLAN SCALE 1" = 20' PALM STREET DEMOLITION PLAN FROM 7+60 TO 14+40 . . . ! ] r t ' ' ! 0 0 ~ I Suite 2o0 Coslo Mesa, CA 92626 (714) 751-7373 Fux(714) 545-8883 APPRO:--w -9t !,',,, , _____ "'T"'"-------iz G-')5-eJ1.., t---+---+---+----------+-----l DESIGNED BY: DRAWN BY: CITY OF NEWPORT BEACH ... _R_-5_7_6_3_-s_~ PUBLIC WORKS DEPT. DATE , +-1-0~5~0-1-+--N-JG-+-R-EV-CN-54---R-EM~-S-AL_V_S_T_L_IG-HT---+-----i CHECKED BY: DATE : PUBLIC WORKS DEPARTMENT SHEET 22 OF 96 i ~------------------------------------------'-----------------..._ _______________ ......_,.__.._..;..;......,_--i. __ ...... __ ..__..._,;;;,~~~------_.---_.,---...L..-----------L~;;;...:;;;._~;.;;_.J,a ; l 8 0 {·•:"~,:~:: ':' __ -_ .' .. '_,,,··-· ~ '7 ..a. ~ ,·« -,-.• _., w,. ,."_ .• ,,.,, '·\ l - ii z ,: <C \lw8 ,I ,; 'l CL INT & <!( PT ,, 5+00.10 ii EAST BAY AVE.= I! 11+81.02 :' WASHINGIDN ST. I i \ I I PHASE 3 TR SIGN " It i t__ ___ /1 51 i I I ~ 111~-I I I I j '---~~-~ i ! / ,· .= ~: l :. __ _J-_,,-"""""'914+77.73 r~ I BALBOA BL 'ID. I I I I I I ! j I PHASE 2 ]8 I I I I I • h ':: ',,,f,," I : • 11 .1 I I 1I 11 -,, __ ,,_, ' >,·•~ ,•\ _j 20 DEMOLmON NOTES : SAWCUT AND REMOVE EXISTING PCC CURB AND GUffiR. SAWCUT AND REMOVE EXISTING 8" lHICK PCC ROADWAY. SAWCUT AND REMOVE EXISTING PCC DRIVEWAY APPROACH. SAWCUT AND REMOVE EXISTING PCC SIDEWALK. SAWCUT AND REMOVE EXISTING PCC ALLEY APPROACH. SAWCUT AND REMOVE EXISTING ACCESS RAMP. SAWCUT AND REMOVE EXISTING AC PAVEMENT. REMOVE EXISTING STREET LIGHT AND BASE. ADJUST EXISllNG CITY UllllllES (EXISllNG WAllER VALVES, SANITARY SEWER CLEAN-OUT, SURVEY, MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISH GRADE. ALL OTHER UTILlllES SHALL BE ADJUSTED TO GRADE BY OTHERS. REMOVE PULL BOX AND CONDUCTORS IN THE ABANDONED CONDUIT. RELOCA llE SlREET SIGN PER SIGNING AND SlRIPING PLAN. SAWCUT AND REMOVE CURB DRAIN. DISPOSITION NOTES : 0:) PROTECT IN PLACE [3J REMOVE AND SALVAGE @J REMOVE AND DISPOSE 0 RELOCATE BY OlHERS LEGEND: P7 L2:.J REMOVE CONCRETE PAVEMENT. REMOVE AC PAVEMENT. 10 0 20 40 GRAPHIC SCALE: 1"=20' l'ESSI O,V,4 ! MES G;. No ._=c,,=<,._ {! Exp. 12-31-01 >} i ~If' C/V\\, [)</c-'%,'c-1 '' ,,,., OF C~\.\~ J-t1,,.crest Contractinui"~~1/ ~ P.O. Box 1898 g, ~ Corona, CA 82878-1898 J r----------,----,--'-------------r----------------.-------...-------------=-C_.::..;35::..::2:..:..7--1J 0 @ PROFILE SCALES PREPARED BY : PSOMAS 3187 Red Hill ,!venue CITY OF NEWPORT BEACH THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO THE CITY STANDARDS AND REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. REVISIONS NO . DATE BY i WASHINGTON STREET i APPROVED HORIZONTAL 1" = 20' ; PLAN SCALE DEMOLITION PLAN ? 8 . I I i----t---i---t"----------7-----j..;,;-,:;:=~1:::-· ,=...;2;0;;;' ;;-;--;::::----I-------R'IOM--7+_65_T0_13_+_12--r-----...J~ 0-15-0'l,, l---t------i.-+----------1,-----IDESIGNED BY: DRAWN BY: CITY OF NEWPORT BEACH R -5763-S i'. I Suite 250 Costa Mes□, CA 92626 (714) 751-7373 Fox(714) 545-8883 ~\d~ APPROVED NJ k PUBLIC WORKS DEPT. DAllE f---+---1---+-----------f-----1 CHECKED BY: DATE: PUBLIC WORKS DEPARTMENT SHEET 23oF 96 ~ ,_ _______ , ____________________________________ .....1 _________________ ...... _________________ _..._._ _ _..._...., __________ ...i.., ___ ..i..,. ___ ..1.., ___ -1.. _____ ....;...;;.;;,,,.;... __ ....;._....,J~;:;.;.,=;.;.;;_.::.::;;.J, ---~----------------~----------- I I . I . ~ .., ' -f ', ' • .1:J ..; :i -' --_, __ ... f~J -" ' ;~ -'w -<?>-,,,-------------V i!z 10 a: 'u. ' 56 ...,-d . F •t,-:-,~-+~~~-·-~+~~-c--r.-~~........;:i:-.......~hJ.::~~ --ss 7+00 -.-ss ----- ---I • -;-jgr~~F°~~#=;.: ~ ! //// ••. i > y "" o, i - Q/1.--..... --"' 'b'□' ii;f: ,.,, Jl I I I I g, " ~ '" G h//:Q "-, 0 )-_j.-:-tJ t,j <)j I I I I ~ I -b,..-~ \ \ PHASE 2 CL INT 10+00.00 MAIN ST.= 17+35.53 BALBOA BLVD. 45 52 ,f\ co ll i I I w ,: ,, I 0 I ·r I . 52 CL INT . 7+69.9 AUIY = 8+65.0 MAIN ST. 52 45 PHASE 2 45 CL INT 10+00.00 MAIN ST.= 17+32.09 BALBOA BL \/0. 11 I ENT ,.,.,.,,., -= ilMAIN ST.\ I :;, .( ··, .. , I I I I I II [_·1 I e--., . ' .... - co I I I I I ' I I I I I I I I I I I I IBHHIBJJ!HW 1 r i.;.,..eo--'-CONS1RU--'= c~=N~~-~ · I 12+97.37 MAIN 81; DEMOLmON NOTES : SAWCUT AND REMOVE EXISTING PCC CURB AND GUTIER. SAWCUT ANO REMOVE EXISTING 8" THICK PCC ROADWAY. SAWCUT AND REMOVE EXISTING PCC SIDEWALK. SAWCUT AND REMOVE EXISTING PCC ALLEY APPROACH. SAWCUT AND REMOVE EXISTING ACCESS RAMP. SAWCUT AND REMOVE EXISTING AC PAVEMENT. REMOVE EXISTING STREET LIGHT AND BASE. ADJUST EXISTING CITY UTILITIES (EXISTING WA TIER VALVES, SANITARY SEWER CLEAN-OUT, SURVEY, MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISH GRADE. ALL OTHER UTILITIES SHALL BE ADJUSTIED TO GRADE BY OTHERS. REMOVE PULL BOX AND CONDUCTORS IN THE ABANDONED CONDUIT. RELOCA TIE STREET SIGN PER SIGNING AND STRIPING PLAN. SAWCUT AND REMOVE CURB DRAIN. EXISTING TREE TO BE REMOVED BY OTHERS. DISPOSITION NOTES : [II PROTIECT IN PLACE ill REMOVE AND SALVAGE LEGEND: ~ f§:~ REMOVE CONCRETE: PAVEMENT. REMOVE AC PAVEMENT. 20 10 a 20 No.---"'-"""""'--- {< Exp. 12-31 ..\01 * '%;-( C/V\\.. <::,"lc-;;;;,"c- Hi!icreSi Contracting, Inc. OF C~1>1 40 P.O. Box 1898 ~~!.GiiiiRiiiiAPiiiiH~I C~S~CA~L~E~: ~1 !iii_ =·2·0·· iiiiiiiiiiiiiiil Corona, CA 92878• 1898 ! , i • ! ; }- ~ I ~ ~· CITY or NEWPORT BEACH REVISIONS PROFILE SCALIES C-3527 ; r----------------,-__.._--------------,-------------------,--·--------,-----------__::'........:::'..:'.=:..!__J~ I PREPARED BY : P SOMAS 3187 Red Hi:! Avenue Suite 250 Costa Mesa, CA 92626 (714)751-7373 Fax(714)545-8883 THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR NO. DA TE BY APPROVED HORIZONTAL , • = 20' MAIN STREET ! CONCEPT AND ADHERENCE TO THE CITY STANDARDS AND .••• ·····-··f---+------------1----1-----j__--~ DEMOLITION PLAN ,< REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR PLAN SCALE ' DESIGN ASG~s ~A~ (~ACY. r-,--1--r--------------t-----l-,,,,::::,=::::-:1;,,."'-=.,;;:zo;,':cc-,----=-:---t------___:FROM::::,__71_61_s._:19_ro_1_2_+55_-_.se.--------.1,! APPRovEo Wba clCY&s ~-1s>~1,; -+------------!------' DESIGNED BY, □RAWN BY, c1TY oF NEWP01~T BEACH R-5763-s i PUBLIC WORKS DEPT. DATE l----+--+--1------'~---------+-----l CHECKED BY: DATE.: PUBLIC WORKS DEPARTMENT SHEET 24 OF 96 : L-. ______________________________ .,__ ____________ i........, __________ _.-----1, _ _J..._,..1... _______ .1.-.._.......1.. __ ~--...L.........;,;_:;:::.:....::.:.:.;,:,=-:.:;;.:.:,:,::.::::.:.;__....i.;;.:~~~" "' NOTES: 3------, 'A" 49 3 TREES i N, 671.67 E !368.32 •• 6X6 SAWCUT TYP. 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 r-/---,.... ___ --[j] WALK t ' N 616.1~ E 410.82 N !649.61 . E !424.12 I I I I I I I I I I I f l ' ' I . N i 572.02 E 522.08 49 I I 3 TREES I .. --"---'---'-Ari ,2_ , I I . N 605.49 E 535.72 I 42 I I I I I I \ \ ----w-----v -----w -----w SAWCUT LINE PROPOSED CURB SEE DETAIL ON -._/' SHEET 15. 49 ~ 6X6 SAWCUT DETAIL N.T.S. 1. THE AREAS DESIGN A TED AS •A" ON THIS SHEET SHALL BE REMOVED AND REPLACED UNDER THE DIRECTION OF THE REPRESENTATIVE OF THE CITY OF NEWPORT BEACH. \ '\ \ 42 \ ~ I I I , I I : I I I I I I I ' ,A I : I . . I I I I I N 738.63 E 394.79 5' DIA, (TYP.) N 716.57 E 450.59 " "' 1 I I I I I I I I I I I I I I I I I I 49 I I I I I I I I I I I I I I I I 1'--® I I I I I I I PRCf'OSED CURB I 11 TREE i 2 42 GP 2, PHASE 1 N 805.59 E 421 .26 F ..... • .. ·f······· •.. •·••••• .. , ........... ·: • 45 . . I I I I \ \ \ \ I TREE l'iELL \ \ \ . . NI 848.62 E '902.80 \ \ \ \ I I I I I GPI .2 I 1 TARGET 54 . AERIAL 'A' 'A' N 870.69 E 446.99 PHASE 1 2 2 TREES "A' I I 2 2 ;, ' ' 45 . ' 1 ,, ~--7 ',,"\ ' , ... , .. _, ,,·.•" f TREE',/ -----2 "rnrrs-~·TTRE~ --oec--V PHASE 2 ·SLPB - c::,, ... _, ___ ,_"' '\,\ '• --------'",s~--V ~ . ' 20 10 0 DEMOLITION NOTES : @ @ @ ® @ ® @ SAWCUT AND REMOVE EXISllNG PCC CURB AND GUTTER . SAWCUT AND REMOVE EXISllNG PCC DRIVEWAY APPROACH. S/\WCUT AND REMOVE EXISllNG PCC SIDEWALK SAWCUT AND REMOVE EXISllNG PCC CROSS GUTTER. SAWCUT AND REMOVE EXISllNG AC PAVEMENT. REMOVE EXISllNG STREET LIGHT AND BASE. ADJUST EXISllNG CITY UTILITIES (EXISTING WATER VALVES, SANITARY SEl'iER CLEAN-OUT, SURVEY, MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISH GRADE. ALL OTI-IER UllLITIES SHALL BE ADJUSTED TO GRADE BY OTHERS. REMOVE PULL BOX AND CONDUCTORS IN TI-IE ABANDONED CONDUIT. REMOVE AND SALVAGE EXISTING STREET LIGHT. ffi DISPOSITION NOTES : OJ PROTECT IN PLACE ill REMOVE AND SALVAGE LEGEND: rr;;:~nn REMOVE CONCRETE PAVEMENT. REMOVE AC PAVEMENT . ----PHASING LINE No .---"'="'--- ~ Exp. 12-31-01 * ¾!'(' C/V\\.. 'c,C/c.%,'<- HillcreSt Contracting, Inc. OF c,1§ 40 P.O. Box 1898 Corona, CA 92878·1898 <D <j © " .,; I E ~ I 0 / ~ 0 " w 0 / if, "' tc' ,,, 0: 3- 0, Cl z '.o'· i" 0: 0 0 0 Q'. Q. / 0 g GRAPHIC SCALE: 1 "=20' , ' . iil r==:-:=--:=--------~r-r---::-:::::::--::::-:-:::::::-:::-::=-::'::"":-=-:-:----t-------=::::::===--------r---:::::::-:-:::::-::-:::---.-·•.~·: ....:.,_ _______ __:C~3~52£l.7:..___j~ PREPARED BY: CITY OF NEWPORT BEACH REVISIONS PROFILE SCALES .'::· 2 THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR NO. DATE BY APPROVED HORIZONTAL 1" = zo' BALBOA P IER PARKING AREA ; CONCEPT AND ADHERENCE TO THE CITY STANDARDS AND DEM )LITION ~ REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR PLAN SCALE -,~ ( PLAN N PSOMAS ,.,,--1· = 20' ' Suite 250 (. ~ / --=Jt====t==t=======================t======:rnr~ITT,<iv.Tn~;.;-.:~-+-------------,-------lt, CoSla Mesa, CA 92626 APPROVED · ' .....__ /' ~J.$-()'1.-DESIGNED BY: DRAWN BY: CITY OF N[WPQ·R T BEACH R-5763-S ~, 3187 Red Hil Avenue 1 DESIGN ASSUMP.TIONS AND A~. RACY. 2 (714)751 -7373 Fax(714)545-8883 \JJ. , , L-----------------------------------------------...... -----------------.....Ji-..---------D-EP_T. _____ D;..A..;JE;,__t:;:;2.:t1~0;:;5;zo;1.t.;N:::;J-G~.;-R;;.:E-V~C;Nc;5;:4~-:RiE;::.M_.,t._:.,;_s;A~L-V~Si;:TiL~I-GH;T::::.t::::::::.1-cH_E_cK_E_□_av __ :J..DA_J_E_: __ ,.L_.:_P_:::U,::::BL~IC:::..,:W:,:O::,:R:,:KS:.,:D:;;E!P~A:R~TM=EN'.!.T:..· __ _,1,::sH~E;:;ET~2~5~o~r.:9~6~; ' -'-----------------~ I +-1"~~:fl!i r:...;~...J-r..:-:::;$;;;.1'/L.-----..... -..:-t:.:.:.:..-:...--_ -__, ---~ -_ -_-_ -_ -_ -_-_ -_, -_ -_ -_ -_ -_ -~ -_ -_:::s::::::::;:::::::::::::::::::::::::~~------~ . I J ~@ WV I I I . . . I I I I NOTES: 49 6 TREES 'A' 'A' 52 1. THE AREAS DESIGN A TEG AS •A• ON THIS SHEET SHALL BE REMOVED AND REPLACED UNDER THE DIRECTION OF THE REPRESENTATIVE OF THE CITY OF NEWPORT BEACH. •••• N 573.13 E 704.65 •• 5' DIA. (TYP.) ::> { "1 ,.·•;.t "' .". "AJI PHASE 1 1' TYP SEE DETAIL ON SHEET 25 •••• 6X6. SAWCUT TYP. 49 '42 2 3 TRE S 2 TREES 2 TREES 49 't PSOMAS 3187 Red Hili Avenue Suite 250 Costa Mesa, CA 92626 (714) 751-7373 Fox(714) 545-8883 THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO THE CITY STANDARDS AND REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. NO. DATE BY APPROVED HORIZONTAL 1" = 20' 3 DEMOLITION NOTES : I SAWCUT AND REMOVE EXISTING PCC CURB AND GUTTER. SA WClJT AND REMOVE EXISTING 8" 1HICK PCC ROADWAY. SAWCUT AND REMOVE EXISTING PCC DRIVEWAY APPROACH. SAWCUT AND REMOVE EXISTING PCC SIDEWALK. SAWCUT AND REMOVE EXISTING PCC CROSS GUTTER. SAWCUT AND REMOVE EXISTING ACCESS RAMP. SAWCUT AND REMOVE EXISTING AC PAVEMENT. REMOVE EXISTING STREET LIGHT AND BASE. ADJUST EXISTING CITY U11Ll11ES (EXISTING WATIER VALVES, SANITARY SEWER CLEAN-OUT, SURVEY, MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISH GRADE. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTI~ERS. REMOVE PULL BOX AND CONDUCTORS IN THE ABANDONED CONDUIT. RELOCATE STREET SIGN PER SIGNING AND STRIPING PLAN. CITY TO SALVAGE METER HEAD AND CONTRACTOR TO REMOVE POST. REMOVE AND RELOCATE LEGEND: ~ [I2] REMOVE AC PAVEMENT. REMOVE CONCRETE PAVEMENT. PHASING LINE ,o BALBOA PIER PARKING AREA ; ' 01 PLAN SCALE DEMOLITION PLAN 01 -~-1" = 20' " APPROV~dSZ~ k f----1--t---t-------t----l-,;-..;~~~:;-;:;;;--+-----------.-----I" I ', CJ ~ '25 -oi. l--+---+---+-----------1-----l DESIGNED BY: DRAWN BY: CITY OF NEWPORT BEACH R-5763-S :g DME: 1-----~] PUBLIC WDRKS DEPT. DATE f--+--+---+-------------1-----l CHECKED BY: PUBLIC WORKS DEPARTMENT SHEET 26 OF 96 ·~ 9+,00 ---------+--;....._1 - I I TREE 'li£LL TYP EQUAL PHASE 1 0 3' ct ;,, I EQUAL B DETAIL W / PATTERN "B" ,___ I -PHASINGJ'ATTERN & FOOTPRINT TO BE Dtr1NED BY CITY/ , -~ -I r=~""-~ --'"'-- PATTERN "B" .<'. 7. ~. "· c -7--/)\ I I CL INT. & -« I 12+23.19 ~ 4' CROSS GUTTER, SEE DET. 13, SHT. 3 BALBOA BOU 1o+00.00 P 13 00 CL ST""\ BALBO_A __ r:-.;-,~::::=:::;::~::::__,.-=:;7"'7"~:::::_ LOCATE NEAR TRAFFIC SIGN "' "' cri N in "' lf-L--4\l"' ..., "' ,..._ + +, CN N i ~ ~ + + lf-r-.+ cl----N CN f-l --•~ATTERN "B" i •PAffiRN "8" t::J GENERAL NOTES: • WITHIN THIS AREA THE SHADING PATTERN IS A CONTINUATION OF ADJACENT FINISHES. ;,AWCUTTING DECORATIVE JOINTS: 1/8" l'IIDE X 1/4" DEEP. (LOCATE PER PLAN) CONTRACTION JOINTS: 1 /8" l'/IDE X 1 /4 DEPTH OF LITHOCRETE. *PAffiRN "B" (LOCATE AS DIRECTED BY ENGINEER) 20 10 0 SCALE 1'•5' *PATTERN "B" 20 -GRAPHIC SCALE:: 1"=20' 40 CD t- 0 "' ;I:~ *PATTERN is• PHASE 1 .. tPATTERN "B" 7 T PALM ST. SEE SHEET 30 5,0' t. ~ /~)' / '•·/'-xx. 'x/ ,. ' ./ ', / / STANDARD BORDER TEMP LA TE__.. 10 ;< / (STACKED BRICK)~ CUSTOM PATTERN TEMPLATE (12" X 12" @ 45") COLOR: BRICK RED TEXTURED ASHPALT PATTERN SCALE 1'•5' •PATTERN "B" "' "' N LO CD CO ;t j; - 7.14' 5' T'YP. 6" SQ.~ 19 R=1.5' PATTERN 5 E TYPICAL ST. LIGHT, TRASH & POST TYPICAL BENCH TOP VIEW 4 X 4 TREE 'li£LL (TYP -BALBOA BLVD) SCALE 1'•5' SCALE 1'•5' ::J rc:1 ll! ~I~ w<'..J w f--0.. ~ (/) TREE WELL PER STANDARD (TYP.) w PER PLAM :g f-,-------~-------------ir f.....--'=-EQ"-"U'.'='A'=-L --1-~---"E"'Q"'"UA.:cL~-t---°"EO'--"U-'--'AL=-----r---E_QUA_L _ ___:1 A SAWCUT TYPICAL PATTERN "A" W/ TREE WELL SCALE 1'-5' PAffiRN *PATTERN "B" LO IO g ~ ,.... ~ ~ ---~ ---,/---------, PH 1 ffi I I I I I I I --~1r r CLINT ~~ ~ cL sT~ ..,.,,-..__,,,-2...._ ~ S -~ ~~ ~ ~ c 1s llt~ = -a.. ~ I ~CJOSS QU"!:[E__lljE~T-3m PH 1 ~ / l,i 1o+oo. EET 1 t I I CL INT 0 14+78.94 _ --+---BALBOA BOULEVARD= / 1o+00.00 I WASHINGTON SlREET II oo,-.:"' o, ...JO + r-= i1; :! (/) ...... "PATTERN "B" *PATTERN "B" WASHINGTON ST. SEE SHEET 31 __ B_AL_ BOA /16+00 _BOOLE~ --+--_____ __._,__ n oo / ~~~As / CL sT// --;/ PH 3 "' ,,; .... + "' ~ '---*PATTERN "B" *PATTERN co ... + "' *PATTERN B *PAffiRN ·s· BALBOA ULEVA = I I ~ 1o+OO.O ( MAIN ~ EET ){ ___ } I{) "' g ~ cb cb PA ~----+--- ix- MAIN ST. SEE SHEET 32 PH 2 J MODIFIED PAVER l,.AYOUT tEACH CORNER) LEGEND: L * CONCRETE LIGHT STANDARD CP o CONCRETE POST W/ HANGING B,\SKETS 2' DIAMETER P O PRECAST CONCRETE POT A • ASH RECEPTACLE T 8 TRASH RECEPT1\CLE TIMBER FORM RENAISSANCE BENCH 11P = Bf! MODULAR NEWSF APER RACK BIKE RACK PM ~ PARKING METER 3.00' B lREE 'M:LL PER STANDARD (TYP.) 4 X 4 TREE WELL (TYP -BALBOA BLVD) TYPICAL Pi\ TTERN "B" SCALE 1'•5' LITHOCRETE NOTES: (SEE PA\tlNG SCHEDULE IN SPECIFICATIONS) NO. SLAB L.ITHOCRETE UTHOCRETE 19 THICKNESS AGGREOA1E STAIN Rl'IBH 4• ROSSO NERO UNSTAINED 4" 4• 4" 4" ROSSO NERO NONE NONE NONE ROSSO NERO ROSSO NERO NONE MOlttER OF PEARL DARK WALNUT YELLOW BLUE BLUE AND YELLOW UNSTAINED UNSTAINED BLACK UNSTAINED AS BUIL.T Hilicrest 1.,c;r,1, --··· .,,, ",..,_ P.O. Box 1898 Corooa, CA 92878-1898 ry ' u " <j ~ •• I " ~ I 0 / Q_ / w o._ ci <n u er " T / cc " z w / ;' " 0 0 0 O' ~ 0 0 § ~ w .-------------------,------,----,-------------"-------,r------------------------,------:-=----------,---------------------ti'i CITY OF NEWPORT BEACH REVISIONS PROFILE SCALES BALBOA BOULEVARD :;; PREPARED BY : PSOMAS 3187 Red Hill Avenue Suite 250 Costa Meso, CA 92626 (714)751-7373 Fox(714)545-8883 1---------------------------------------l NO. DA TE BY APPROVED HORIZONTAL 8 VERTICAL )' HARDSCAPE 0 THIS PLAN IS SIGNED BY THE CllY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO THE CllY STANDARDS AND REQUIREMENTS ONLY. THE CllY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. PLAN SCALE. HORliONTAL CONTROL PLAN : FROM~+ooTom+oo ~ N r-----t---1r--,-------------i-----i-===-=,.,.....,..,,.,,..~...,,,.,..-+---~"'""--------~------I·,_ co 0 ,---\~ 1J D OAri '-'2<!"" D[SIGNED BY: DRAWN BY: APPROVED ~~~W-----VJ-o-01--f----+----t-t-----------+------i PUBLIC WORKS DEPT. DAJE CHECKED BY: DATE : 1 30 02 NJG REV LITHOCRElt, CROSSWALK GEOME1HY, MAIN ST PHASING CITY OF NEWPOf~T BEACH 1--------1] PUBLIC WORKS DEPARTMENT SHEET 27 OF 96 ° _____ _._ ______ .,,.n R-5763-S I I PATTERN "A" ------ l~I ATTERN "A" PATTERN "A" AHERN "A"[~I Ll) "' "' g r-: ci -N + + + a:, 00 00 _,., oi "" + "" ::;;: .;1; CL ST-· _I ,n "' iit "' "' .,, + + 00 i -l 00 i..J l<t:1 • PATTERM "Af P/\lltRN 'A" I PATTERN "A" PATTERN "A0 ?r-,,.V51/'? i. I"--< to o,tg,~ -¼-a) ,-. N --'"--'1--1 --"""-- 0 \ PATTERN "A" BALBOA BLVD. SEE SHEET 27 \ \ I r \, .A w IS ·> b,0 ~~ _J W I <( w - 11. 00 ~::::::_-TEXTURED ASPHALT PA HERN EE SHEET 27) CL ST \ \ \ ::;;: + "" nAir, "' U1 + 00 • PATTERN "A: ... SEE DETAIL HEREON PATTERN "A" BALBOA BLVD. SEE SHEET 27 GENERAL NOTES: SAWCUTTING DECORATIVE JO INTS: 1/8" WlDE X 1/4" DEEP. (LOCA1E PER PLAN) CONTRACTION c IQINTS: 1/8" WIDE X 1/4 DEPTH OF LITHOCRETE. (LOCA1E AS DIRECTED BY ENGINEER) 2.0 10 0 20 GRAPHIC SCALE: 1·~20' I (0 IO ('I 9 "" ,n ;i + ·o v·- ~I "" + 0 r---. I c.o r--V, 00 + <( + 00 00 i ,n "' 0 "' r--<JO + co 00 + '" o:l 00 0 + + 00 0, "A" co PATTERN "A" PHASE 2 PATTERN "A" "' "' "' -c; --+ + ---- 0 U") "' r-..: N a:, -+ + 0 --PATTERN "A' "l --+ "' N .., + a, "' 0 "' + C, PATTERN "A" 6 "' + -- 6 "' >-' + _, ;::::~ PATTERN "A" "A" ITT <ri "' + -- "l 9 :fl + -- /'/ /;1/pHASE 3 // / ✓ ~ ~•1DllSSI0N,1; PAEPARED BY: ~1-MES~;, G '(< *"' -1/ p s r . j";I ~ -r 39·3·os -"' No. -ti E 12-3~ tJ. / 3187 Red Hill I.venue 4/l xp. 1/ Suite 250 Costa Mesa. CA 92626 I.,, r-: .,., 0 ,.. 00 + + ---~<C•a,• 0 ~7.t CI V \\.. r::,~";.-'>- OF C~\.\~ (714) 751-7373 Fox(714) 545-8883 "A" BALBOA BLVD. M SEE SHEET 27 I I I BALBOA BLVD. SEE SHEET 27 EAST BAY AVE. SEE SHEET 29 • ATTERN 'A" N + 8 ,I i -+\ I o,-: j; +_J + -t;, , C1-.i:LC+'-+--lf.-+--1--+~"' EAST BAY AVE . SEE SHEET 29 CITY / "A" PATTERN "A" PATTERN t'A" ,.... "' "' "' "' "' ,..; <JO ..: r-: + 6 r-..... 0 0 N + + + + N N "' "' -- 13+0 OF NEWPORT BEACH A s THIS PLAN IS SIGNED BY THE CllY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO THE CITY STANDARDS AND REQUIREMENTS ONLY. THE CllY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. r-~QS APPROVED ~s;::s'l",!1;-~, r.o_:25/01.. PUBLIC WORKS DEPT. DATE A PATTERN • A" "' "' .,., ~1 .. ,,.; "' ..., '° + + + .,, "' "' - "' "' r-,.: N ,.., "' ;:J; PATTERN ;:J; -,. " - NO. DATE BY ~-···-·· ·--·--f-- PER PLAN I------~-·--~---··-·-----, EQUAL EQUAL EQU TYPICAL PATTERN "A" W/ SEA SHELL TREE WELL SCALE 1'•5' LIMIT OF WORi ___ 144-00 __ _ I STAMPED SEA SHELL PATTERN J BA K OF CURB 1.5 FACE OF CURB F DETAIL SEA SHELL TREE WELL SCALE 1'•5' LITHOCRETE NOTES: (SEE PAVING SCHEDULE IN SPECIFICATIONS) NO. SU.B UTHOCRETE UTHOCRETE iHICKNESS AGGREGATE STAIN FINISH © 4" ROSSO NERO UNSTAINED 0 a· ROSSO NERO UNSTAINED LEGEND: L * CONCRETE LIGHT STANDARD Cf' CONCRETE POST e W/ HANGING BASKETS t DIAMETER 0 PRECAST CONCRETE PO' A • ASH RECEP 1ACLE T e TRASH RECEPTACLE -TIMBER FORM RENAISSANCE BENCH N' = MODULAR NEWSPAPER R1'.CK BR BIKE RACK 8 SEA SHELL TREE WELL PM -PARKING METER C • " C "' + ~ " I " ~ I '· / C / u. 0. 0 C lC C " ., I / " '-' z u. / ., >-., C C ( 0 0 c~ C ~ C !.C C '< u. z --------------! ,, REVISIONS PROFILE SCALES APPROVED HORIZONTAL VERTICAL PLAN SCALE Dl:SIGNED BY: DRAWN BY: s--•·'"'""''"--,~--·---···-·-... CHECKED BY: DATE : PAI HA _,M STREET RDSCAPE : ... CONTROL HORIZONT A! . FAO!t1l 7+70 TO 14+40 • • CITY OF NEWP PUBLIC WORKS DE . . ·, \(I. !TAV ~· ~ IL ,: \ . ' \ \ \v , OCEANFRONT ; I ,\ \---!--.__.,I \ \ I PATTERN "A" HT. 27) ' 0 ro + ,.._ , , " ' ., " 9 -I. 3' 8' g' <D -+ ro "" - g CL INT 8+65.00 WASHINGTON ST.~ 5+ 13.98 AUEY PATTERN "A" PER DETAIL ON SHT. 27 CL ST 1n -;;:; 00 15' 8' • "A"' PATTERN "A" EAST BAY AVE. SEE SHEET 29 -:7'A\ PHALT PAVIN IN~~ !} \ WASHINGTON STREET c, -~ BALBOA BLVD. SEE SHEET 27 20 10 9 GRAPHIC SCALE: \ ,, 20 4,0 1"=20' 9,DffSSiO:VI/; PREPARED BY : -6,;~~f>-\.IES~z <.:;. 0~ <<* ~ ,....... 4J -. /. .0' p s 0 M A s /,, --' ~ li2 t 930~ "' No. / ~{( Exp. 12-31-01 / // 3167 Red Hill Avenue Suite 250 '%;:( C/V\\, r::,'0~~ Costa Mesa, CA 92626 OF C1\t\~ (714) 751-7373 Fox(714) 545-8883 r-, -+ N - BALBOA BLVD. SEE SHEET 27 ·" I_';{_, 0 0 0 0 TEXnJRED AS HALT PAVING (SEE S T. 27) PER DETAIL N SHT. 27 PHAS 1 L BALBOA BLVD. g "' '° LO LO LO ,..: d 'ii ,.; ... N ,,., .... "' + + + + + N "' N N N ----- 9 CITY OF "' ,..: "' + N - ,;:: + N ~ SEE SHEET 27 3 X 3 TREE WELL (TYP. -WASHINGTON ST.) "' "' "' N N I{) "' co <Xl + + + N N N ---30' ~ NEWPORT BEACH THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO THE CITY STANDARDS AND REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. (-~er APPROVED ~t ~\_L_, <.o ~ 2s;✓o'"'1..-- PUBLIC WORKS DEPT. DATE NO. DATE t----··-·· ---------. --, ____ REVISIONS BY APPROVED ------------- ------~----·-----·------ LEGEND: L. * CP e CONCRETE LIGHT STANDARD CONCRETE POST W/ HANGING BASKETS 2' DIAMETER O PRECAST CONCRETE POT A • ASH RECEPTACLE T 8 TRASH RECEPTACLE TIMBER FORM _cJ RENAISSANCE BENCH NP = MODULAR NEWSPAPER RACK Ell'! BIKE RACK LITHOCRETE NOTES: (SEE PAVING SCHEDULE IN SPECIFICATIONS) NO. SLAB LITHOCRETE THICKNESS AQQREGATE © 4• ROSSO NERO ® 8" ROSSO NERO ® 8" RED /11 AGGREGATE LITHOCRETE STAIN RNISH UNSTAINED UNSTAINED UNSTAINED Hillcrest Contracting, inc. P.O. Box 1898 Corona, CA 92878·1898 , .... PROFILE SCALES WASl-11~, IGTON SI Rt:ET ~DSCAPE HORIZONTAL VERTICAL HAf PLAN SCALE HORIZONTAL _ CONTROL FROM )i +64.82 TO 12+91.98 ' D[SIGNED BY: DRAWN BY: CITY OF NEwp r,,_ VJ ~T BF CHECKED BY: DATE : PUBLIC WORKS DEi :I I) '1} >,; rJ *PATTEi.RN "B" "' irl co + "' l".i "' ;t *PATTERN "B" 01~ --\ \ \ I L-,---"'=\ \, \ •p A TTERN •s• *PATTERN "!l" BALBOA BLVD. SEE SHEET27 20 10 a 20 GRAPHIC SCALE: 1 "=20' *PAllERN "8" LC). Lr) I.() "' ci ,, ..... ,,..... • :j1 ~ 11 1 ool ro -.,"" °' ,n ,n <no + -,n .,; ci d "<O 0 ,-... . "'+ 0 +"' N "' "' ~00 "',-... + + + + 00 "" 00 co •·Ii· ro *PATTERN "B" *9BH *"8" *PATTERN "B" *PATTERN "B" ~ "' "l . ., "' co "' 0, "" + <O <O "' 0 + + + + -0 0 0 0 -- eft:~~ MES ' 11/.~ N ·" 0-'<:' '1': • - 11~~-.,: . </. 0-1\., ~ ,,., <1' :; -'I '. I oc~ 9308 ""11 • No. {;( Exp. 12-31 -01 /~y 40 ,I',~'>-I ' ~J; CiV\\ .. ~~// (~ *PATTERN "B" "' ci O ..-~ a, "' ,-~ + + ~ 00 a:.'! *"B" *PATTERN "B" EAST BAY AVE . SEE SHEET 29 *"B' r1 f H -.J + 0 *PA TIER caB" 11 12 I I I PHASE 2 PREPARED BY : p s 3187 Red HiH Avenue Suite 250 Costa Mesa, CA 92626 0 (714) 75'-7373 Fax(714) 545-8883 """"1 ~ flY1Jl CJ\ 01'.l(o f I<) ' 6,,-,,,.., f 11-D (l.,:>1.0,r"' Jc,. ATTERN "B" •p A TTERN "B' *PATTERN "B" "' "' oi N <D ,.__ + + M A s I I I I i I ( \ I 0 0 BALBOA BLVD. SEE SHEET 27 C') "' 0, + "' g 6A + 1 2 Ii I I *PATTERN "B" 1 12 FOR DETAIL SEE SHT. 27 (TYP) --~ I • ' CITY OF NEWPORT I I BEACH THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO THE CITY STANDARDS AND REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACC.\JRAC'\Y. ,,---~, r I '/ , \ )11 ti~Jdo, ( 1""'\1-~,.,---,, APPROVED \C6'\1~~Y£.;J\ yj\/\ .. ~ ,-i -~-c , &-,l1 L._ . ..J j PUBLIC WORKS DEPT. DATE z ::s CL B REVISIONS . NO. DATE BY LEGEND= l * CONCRETE LIGHT STANDARD CONCRETE POST CP 6 W/ HANG!NG BASKETS 2' DIAMETER 0 PRECAST CONCRETE POT A • ASH RECEPTACLE T e TR,\SH RECEPTACLE -IIMBER FORM RENAISSANCE BENCH l'IP ( __ J MODULAR NEWSPAPFR RACK l3R BIKE RACK GENERAL NOTES: ---------···------ " WITHIN THIS AREA THE SHADING PATTERN IS A CONTINUATION OF ADJACENT FINISHES. SAWCUTTING -DECORATIVE JOINTS: 1/8" WIDE X 1/4" DEEP. (LOCATE PER PLAN) CONTRACTION JOINTS: 1 /8" ~DE X 1 / 4 DEPTH OF LITHOCRE1E. (LOCATE AS DIREC1ED BY ENGINEER) ILITHOCRETE NOTES: - {SEE PAVING SCHEDULE IN SPECIFICATIONS) NO. SLAB L..ITHOCRETE U1HOCRETE THICKNESS AGGREGATE STAIN RNISH >--, 0 4" ROSSO NERO UNSTAINED c~ 4" ROSSO NERO SEALANT (~ 4" NONE YELLOW ~~ 4' ROSSO NERO UNSTAINED ~~ 4" (ADA RAMPS) ROSSO NERO UNSTAINED 0~ 8" ROSSO NERO UNSTAINED G~ B' ROSSO NERO UNSTAINED Ci~ 8" ROSSO NERO SEALANT 3 X 3 TREE WELL (TYP. -MAIN ST.) z .,: SIDEWALK 1 STREET STREET SIDEWALK 0: "" w 0.. ;:: l/) TYP ICAL PATTERN "B" -SAWCUT SCJ\LE 1'•5' PROFILE SCALES APPROVED HORIZONTAL VERTICAL PLAN SCALE DESIGNED BY: DRAWN BY: CHECKED BY: DATE: Hmcrest Contracting, Ing. P.O. Box 1898 .-'14 OQl'.ona, CA ~13·1• MAIN STREET HARDSCAPF HORIZONTAL CONTRt ffiOM 7+50 TO 12+57' CITY OF NEWPORT BF PUBLIC WORKS DE!'AP~ -.,!:" ·,· i -+---@ 0 "'- . , ,, ,.T !'. ' ,: ' ' 52' I I 18' ' I 35' T T T -;-:35"-----11i' 20· 88'; 88'' 88' C L T 36' LEGEND: {} CONCRETE LIGHT STANDARD TIR ASH RECEPTAC'.E CURB LINE TYPICAL PATTERN "C" SCALE 1''=5' I I ' 54i- 144' ' 72' ; 144' 72' 72' 144' 108' 108' T 63' 54' 72' 72' i : 72' ' :1 TYP. T --··-" - @ 132' ' 70' 1 2' b' i o· 31 4' STD. P.C.C . T . •••••• ■ii~ •• ······•i =~~F"ifil'I ' • 19 **CONCRETE FINISH PATTERN EDGE OF PLANTER . ' .......... l ~·, Wt1'1m0 :-1 ~ q1 • • • • • • • • • • • • • I . ••••••••••••• ·••-•·•·i1 \ . . __ _, . . . . . ' -~ .•......•.•.• ·····••t· •, . • 15i--l-1~_ Mrf::;_-_:1_;~7l . • ,-·: / • •&•~ •••••• ·······: 18 18 ! '. : N ' W -!•~'il\1 ¥J--.. -.. ---t .. 1 ......... '. ... i W 00 ------i-'4: !:.t.;i.i/.41==::/.-!'.:..,,' '--+--i-: 00 <( : <C I •··· ,•• •··~··· , ... ~··! I ~ "~-;~ -**CONCRETE FINISH PATTIERN , ··--t· ···············l . ; 17 19 .... ~ --- -----+-t---+-t--'-+-+---i---t-----t-\----1 -------- 1' I' 1.5' i~. 75' 13.50' OR 12.50' PER PLAN \ DETAIL "H" SCALE 1 "=5' EE DETAIL "H" HEREON . : E DET All "H" HEREON ! • ~ • ~ • !----,< 18 10'x1 D' GRID PHASE 1 PARKING LOT SEE SHEET 34 LITHOCRETE NOTES: • • II ",,, I '- ~ ~',, . ', '--.._ CONSTRUCTION NOTES= @ CONSTIRUCT 4--INCH P.C.C. SIDEWALK PER CNB STD--180--L GENERAL NOTES: ** THE LAYOUT OF THE OCEANFRONT AND PALM ST/ WASHINGTON ST/ MAIN ST/ INTERSECTION FREE FORM CONCRETE FINISH PATTERN AND MEANDERING WALL WILL BE BASED UPON THE 10'x10' GRID OVERLAYING THE PROPOSED PATTERN. THE CONTRACTOR MUST COORDINATE AND RECEIVE CITY ,\PPROVAL OF THE PROPOSED GEOMETRY PRIOR TO FINISHING THE CONCRETE. SAWCUTTING DECORATIVE JOINTS: 1/B" WIDE X 1/4" DEEP. (LOCATE PER PLAN) CONTRACTION JOINTS: 1 /8" WIDE X 1 / 4 DEPTH OF LITHOCRETIE. (LOCA TIE AS DIRECTIED BY ENGINEER) (SEE PAVING SCHEDULE IN SPECIFICATIONS) NO. SLAB UTHOCRETE UTHOCRETE THICKNESS AQQREGATE STAIN FINISH 4• BLUE f7 TRANSLUCEN GLASS UNSTAINED 4' STANDARD PCC UNSTAINED 4• AQUAJf TIRANSLUCE, GLASS UNSTAINED 4" FN GREEN f/3 UNSTAINED 4" MOTHER OF PEARL UNSTAINED 12" (STOP BAR) YELLOW SUBMIT TIRANSLUCENT GL/\SS "STOP" YELLOW TIRANSLUCENT GLASS SUBMIT DIRECTION ARROW MOTIHER OF PEARL SUBMIT 4• (CENTERLINE STRIPE) ' MOTHER OF PEARL SUBMIT NOTB __ ~ ON OCEAM'f!ONT, SAl'IJBLAST !..\JE.:TIO!II SYMBOL, CENTERUllE 8IFlf'E; 'STOP', AM) STOP BAR AT LOCATIONS Sl'EC. 0 "'.JN SI I Q. ST.All! COLOR TO BE SUBMlil'ED FOR APPROVAL : . ·--,• . . ; .... . ......... ••,•···; . . . . • ®-:··--••»• : ............. \ i I ~~ i- ®-!·····t--c:¾=l-~='.::1~-••coNCRE~A~~~ ; •••• 0 * i--c ....... : : !> ~-: -. . . . .. . --'················~··········'••-;•'•··· i 7+00 DETAIL "G" SCALE 1''=20' ·-0 "' ~ £~~~ PREPARED BY: CITY OF NEWPORT BEACH REVISIONS PROFILE SCALES BALBOA PIER PARKING LOT 1~ w%·,,_1.1Es 0-'<'<~~ -p 5 0 M A 5 1---T-H-IS_P_LA_N_IS_S_IG_N_E_D_B_Y_T_HE-CI_TY_OF-NEW_P_OR_T_B_EA_C_H_F_O_R_i-N-0-·+-0-A_T_E-+-B_Y-+------------t-A_P_P_R_O_V_E-,0 t~:~~~TAL HAr:~oscAPE I~ -»1-"' ~ CONCEPT AND ADHERENCE TO THE CITY STANDARDS AND f---+----+----+-------------------HORIZONTAL CONTROL PLA11,.19 N 20 10 40 I ~• No . 9308 ) ;r, REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR PLAN SCALE ,, 1'4~• :; \\ ~ ~ / 3187 Red _H", 1 ,\i•enue DESIGN ASSUMPTIONS AND ACCURACY. PARKING AREA ; Exp. 12--31--01 •·; " (··~ I ~\ • 0 '~ (:J's-~~ ;;~,', 2~~so, Ci\ 92626 APPRO~ED b0~1k>C~~/"'-..-&--] ~-Orl ---+------t----j-------------i----------.l-0_E_si_GN_E_□.,,.B,.,..Y:--+-D-RA_w_N_B_Y_: ----l CITY OF NEWP0t1T BEACH R-5763·· ,:;- GRAPHIC SCALE: 1"=20' ~-c~1.\'i (?g)75l--/3l} rax(JH)S•S--BBB3 Pu·trc·TDRKSDEPT. DATE !---+---+--+--------------+------+ CHECKED BY: DATE : PUBLIC WORKS DEPARTMENT SHEET 33 OF 96; lil __________________ ::.:.:..;.:;:,.,:::.;:::_;_.:.:, ______________ ..1.., ____________________ ..,.1, ________________________ L,,,_ __ L.-....1-------------...... ----'------.... ----.i...----~--=>•" _____ ...., _____ ,,..,:,,,Al'.,,>.;~l.C ___________ , ,,-,--= PHASE J L 5+90 F"'--l--l-l--1Je~+87 23' - T. SEE SHEET 30 . . . . . STD. 4" P.C.C, -.6+16 2' .---STD. 4" P.C.C. +.c..;;::.w.,i ~~--+--------~(TYP.) [. I 36' 51' GENE RAL NOTES: • WITHIN IS A Cl THIS AREA THE SHADING PATTERN ONTINUATIDN OF ADJACENT FINISHES. 51' 11+00 126' ' ' 54' •. 27' .L • • 90' 51' •• THE Li,Y MAIN ST WILL BE THE co~ PROPOS OUT OF THE OCEANFRONT AND PIER PLAZA/ PALM ST/ WASHINGTON ST/ / INTERSECTION FREE FORM CONCRETE FINISH PATTERN AND MEANDERING WALL BASED UPON THE 10'x10' GRID OVERLAYING THE PROPOSED PATTERN. lTRACTOR MUST COORDINATE AND RECEIVIE CITY APPROVAL OF THE ED GEOMETRY PRIOR TO FINISHING THE CONCRETE. .. EDGE OF PLANTER 123' 17 STD. 4" P.C.C. 4 LOCATIONS SEE DETAIL 'H" ON SHEET 33 19' 24' •-·~ FRONTAGE . AOAD L 72' 126' -C SEE PATTERN ON SHT. 33 • TYP. "C'' DETAIL FOR REVISED PLANTER GEOMETRY SEE SHEET 89 126' 54' 27' L 90' 51' 51' 6.~ PREPARED BY: /)ff~~~ 01-MES ck'< <1t, _ VJ 1f,.\ ':'.;;: p s £ ft.. !. <j_ \. }.,., 1 \Iii! ,t ' IV -· CL __\JJ93Q8 ;D No. _____________ . ,\-'l C 12-31-01 *; 3167 Red I •ill Avenue ~ ,xp. --··-· ------/; S'Jite 250 ~ ~ \.. ~ Costa Mesa, CA 92626 0 ~ ,l IV\_ t:,S-li'- OF C~t\1 (714) 751-7373 Fax(714)545-8883 31! ,• -· '-: . . . . '. ~ r j •• WALL ' •• CONCRETE . .FINISH PATTERN 7+12 7+13 10'x10' GRID . 7 +l O. NOT A PART r7:;:I 0,,,_o """'''" ·rv -(l_;e; 1-' (. ~ "· If, --------. .,--....,.,-... . -.. ,,. • : 11 12: ALT. ; '-. 0 Lt. "-._ \ _;_ '?o1 . ·;,. 0 ~I,," ( : 4 ~:s \ ¢1-lP~f v SEE. DETAl'i.° ~;.;-• .. • • •• / """""' ~ ~-.:_ _,. _. / LEGEND= .....__,o'x10' ·CRID -'"v' ( DETAIL •a•../1 L -tl-CONCRETE LIGHT STANDARD -+12 ISEESHEET3S J T El TRASH RECEPTACLE I 04 '--. / PM G] PARKING METER Jlf.e,4si'"sl . 7+ • . L4<'(PH 3)ST. l T. / +97 ST. LT. LITHOCRETE NOTE;$~ (SEE PAVING SCHEDULE IN SPECIFICATIONS) I 6+82 u.-~-~--"'1""""'1".__.,,1,..,...._~-----.----......... :1. ...... ---.. _ ... _-__ ~ ... ~:~;~;~~~--~;;A-S~H~~-'.~-•. ~~~st;~~~~~d°J 1t~~lt-_..§:~~.,,,2 .... ALT. ,. ''-•"/".,_->,'-;" ,. ,.,,,.,., NO. UTHOCAETE UTHOCRETE AClOREClATE TAIN ANISH ROSSO NERO UNSTAINED • •64.72 ST.· LT. 4-• ROSSO NERO SEALANT 4." ROSSO NERO UNSTAINED 6+52 8" RED #1 AGGREGATE UNSTAINED 6+49 8"' ROSSO NERO UNSTAINED 8" ROSSO NERO SEALANT ,-+-----,,,«' 4_:, BLUE f UNSTAINED TRANSLUCEN GLASS •" BLUE f UNSTAINED .. TRANSLUCEN GLASS 4.-i STANDARD PCC ------- I 43' L 36' 79' 51.' M A s □ • STD. 4" P.C.C. I I 56' 11+02 L • sm.J0 4" P.C.~ D • • 11+61 ~ • q L 0 0 + 11 11+ 11+ 0 0 12+1 12+1 CITY OF NEWPORT 17 8 4 54' BEACH THIS PLAN IS SIGNED BY THE CllY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO THE CITY STANDARDS AND REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR DESIGN ~S TION~ AN9 ACCURACY. ( J. ' '"" , , . -~xr CV, 1('/ .. -✓- APPROVED ~{');,~-,~J L 'r!_ ::J~' - PUBLIC WORKS DEPT. DATE STD. 4" P .c.c; [. N <D -ro I.. 83' REVISIONS NO. DATE BY -.. -·------~-. -·------·----·---··--·--------- 15' APPROVED . ·------., ---·------------ STA PER PLAN 3' X 3' TREE WELL 4'; AQUA ~1 TRANSLUCEN GLASS 4." FN GREEN #3 TRANSLUCENT GLASS 4-" MOTHER OF PEARL B" MOTHER OF PEARL 12" YELLOW STOP TRANSLUCENT GLASS BAR 20 10 0 ~ 20 GRAPHIC SCALE: 1"=20' ;>'(._ y / .. UNSTAINED UNSTAINED UNSTAINED UNSTAINED SUBMIT SUBMIT SUBMIT 40 B TYPICAL PATTERN ·s· W/ TREE WELL SCALEf•·5' GENERAL NOTES: i:'u\!c.esl Contracting, Inc. P.O. Box 1 B9S ; ~.ooa. CA 92818·1~ SAWCUTTING DECORATIVIE JOINTS: CONTRACTION JOINTS: 1/8" WIDE X 1/4" DEEP. (LOCATE PER PLAN) 1 /8" WIDE X 1 /l DEPTH OF LITHOCRETE (LOCATE AS DIRFCTED BY ENGINEER) ---PROFILE SCALES HORIZONTAL VERTICAL PLAN SCALE DESIGNED BY: DRAWN BY: CHECKED BY: DATE : BALBOA f:1IER PARKING LO T ~ HA!iDSCAPE N v 01 HORIZONTAL CONTROL PLA NS I! PARKING AREA '""" CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT I R-5763 : SHEET 34oF -s 12 r I I J '{_EXIST. 8" VCP SEWER EXIST. ELECTRICAL LINE *G(S, EDISON & PACBELL WHERE APPLICABLE EXIST. Gk( LINE .. ALLEY NO. 256T EXIST. 6" CIP WATER 'PHASE 2 EXIST. TELEPHONE LINE 1 * --,---+--++-.....,..-+--++---'-----~------- I c'--------------------------------------- ~+-+---+-,-. EXIST. 6" ACP WATER '---RECORD DRAWING . 5' OJ I I I I I i I I I I I I i I l+-+--- 1 -7 . ...,....,..,._ 0 0 + r--- (; I I I I I -r✓r; I I I /j.J. - ------- NOTES: I SHAPED---J BEDDING _j SEE STR. E. ET IMP. PLANS FOR FINAL SECTION TRENCH WIDTH 2" AHRM OVERLAY ON 3" MINIMUM A.C. ~:,·-:" .·· ~r I'~ -1 I NOTE 6 < MIN.· ~ • • : -·12" • '-...EXISTING A.C. OR P.C.C. PAVEMENT 6" -, 6" ~ SELECT BACKFILL MATERIAL (SE=20) I_Nj/,/" ~: MIN I OR 1 SACK SLURRY MIX (100-E-100) . -~.D. 1 -BEDDING • • PIPE . ~ARRELY,/ \ ,,,...,..-~E~~iRT~~E1~N3sED -~, -:::;,;_. =:21 "'----6" MIN. DETAIL 'N" N.T.S. 1. TRENCH WIDTH BE D.D. + 12" MINIMUM, DR O.D. + 20" MAXIMUM, INCLUDING THICKNESS OF TRENCH SHORING OR SHEETING. 2. BACKFILL SHALL BE PER STANDARD SPECIFICATIONS SECTION 306.1.3, EXCEP T THAT RELATIVE COMPACTION SHALL BE 90% MINIMUM. 3. WHEN THE MAXIMUM TRENCH WIDTH IS EXCEEDED, 1HE CONTRACTOR SflALL SUBMIT TO THE CITY ENGINEER FOR APPROVAL DRAWINGS WITH SUBSTANTIATING ENGINEERING CALCULATIONS FOR THOSE MODIFICATIONS OF PIPE STRENGTH AND/OR BEDDING \\\-IICH WILL PROVIDE AN IN-PLACE FACTOR OF SAFETY EQUIVALENT TO lHAT PROVIDED IN THE CONTRACT. 4. BEDDING SHALL BE PER STANDARD SPECIFICATIONS SECTION 306-1.2.1 5. TRENCH RESURFACING IN ASPHALT CONCRETE PAVEMENT SHALL BE PER STANDARD SPECIFICATIONS SECTION 306-1.5, EXCEPT THAT (A) ASPHALT CONCRETE SHALL BE PLACED IN LIFTS NOT TO EXCEED 4" THICKNESS. (B) APPLY TACK COAT AND FEATHER NEW PAVEMENT AS NECESSARY TO SEAL THE CONTACT JOINT AND ELIMINATE PAVEMENT DEPRESSIONS 'MTHIN ONE FOOT OF THE CONTACT JOINT. 6. TRENCH RESURFACING IN ALLEY SHALL BE 4' A.C. OVER 6" C.M.B. CONSTRUCTION NOTES e INSTALL 2" WATER SERVICE PER CITY STD-503-L FOR LANDSCAPE IRRIGA llON. REFER TO LANDSCAPE PLANS FOR CONTINUATION. REMOVE EXISllNG 6" GIP INCLUDING FITTINGS, THRUST BLOCKS AND APPURTENANCES. RETURN TO 949 WEST 16TH STREET, ATTN : ED BURT, AT 949-718-3402. 8 INSTALL NEW 6" PVC C-900 CLASS 150 WITH TRACING WIRE. BACKFILL AND BEDD ING PER DETAIL "N" e CONNECT TO EXISTING 6" CIP WATER LINE. @ INSTALL s• TRANSITION COUPLING (PVC X CiP). INSTALL 6" TRANSITION COUPLING (PVC X ACP). INSTALL 6" CLASS 150 (MJ X FE) RESILIEN T WEDGE GATE VALVE WITH VALVE BOX AND RISER. REMOVE EX!SllNG WATER SERVICE LINE FROM THE EXISTING 6" WATER MAIN TO THE EXISllNG WATER METER. WATER METER SHALL BE REMOVED BY CITY FORCES. e INSTALL 1" WATER SERVICE PER CITY STD-502-L. e INSTALL 2• WATER SERVICE PER CITY STD-503-L. e INSTALL 6" X 6" FE X 6" FE DI TEE. e INSTALL 6" (MJ X FE) DI ADAPTER. DISPOSITION NO TE S OJ PROTECT IN PLACE No·--""'"""-- \ {! Exp. 12-31-01 }} 07:¢;-f' CI V 11..-4 ';J OF C~~ -Hillcrest Contmciing. Im, P.O. Box 1898 i Corona, CA 92878-Ul~ "'' s TI N ;! w w I v, "-" ' ,,,,u,, a: / o< ~ ., " / "' w 0 ,_ "' <( " / o< 0 z -~-., ~ -< 0 0 0 ~ ~ / 0 g 0 CD n ;:: GENERAL NOTES /iJuf JA,sft=i/1,;,d_ by J<e i'Jtve&f .-PREP-ARED--e-v _: __________ ----r __ C_I_T_Y_O_F __ N_E_W_P_O __ R_T_B_E_A_C_H __ -. _______ R_E_V1S_10N __ s _______ ---. ___ PR-0F-1L_E _sc-AL-Es--...-------------------1; " 1. CONTRACTOR WILL NEED A TEMPORARY CUT AND PLUG AT TIE-IN POINTS. 20 10 0 20 40 PSOMAS 3187 Red Hill Aven ue Suite 250 Costa Mesa, CA 92626 (714) 751-7373 Fox(714) 545 -8883 NO DA TE BY APPROVED HORIZONTAL 1" = 20' ,n b~~c~~N A~t ~g~~~E~6/~6 ~~ g~ Ng,':N~';10 8 5EA,_;H0 FOR l--+'3/.__1---3,__/o=-2+-A---T +-RE=-c ___ o __ RD=----=D __ W---G _-__::_M---ov:...cE=-D'--2=-·'--s==E=-Rv ___ ·1c=-E=---t----l--v-ER_T_1c_AL_...L.~1 ·_=_4_'---1 ALLEY NO. 256T AND PIER PARKING S REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR PLAN SCALE WATER 11~.,AI PROVEMENTS ; .. DESIGN ASSUMPTION.S AND . Aq:U.RACY. • JI '-- \~ ~ \.('y \ r---,----t--i-------------+----1-c:c;:;;c=::;:-;1;,,",...=.,..;20;,'=-:--:::-:--+--------;:; APPR~vE!5=\,~:1"-, 1~ 07✓1:s.cfL-f---+-----+----l----------l------lD[Sli~w BY: D~'m BY: c11y oF NEwPo!<_T_s_E_A __ c_H-..... --R--fil-63---s---1~· GRAPHIC SCALE: 1"=20' PUBLIC WORKS DEPT. DATE f----+---+----+---~---------+----CHECKED BY: DATE : PUBLIC WORKS DEPARTMENT 42 n,t:, 2 ...._ ________ •w=----------------------------------...,..-----------------•----------------......i-..i---1.-.J....----------.I...--....I.--.J;P:.!;;!H_....J.~OC::J,T_;2~0:ll,!00W_...:..;::,:::,:_;:;::~=~=;:,:.:_-...L~SH:;;:EET;,:,1~.~0~F~;:i,~u;i~ -- t3 __ __,__ e --- EAST BAY BLVD. 1 1 * f:;;ckt<~(_-__ /_}--'---(;:__=:__:==:s._:~;:1-: v-----·c._~~~ PHASE 3 ;i___;1 • CATV, GAS, SEWER & EDISON WHERE APf?LICABLE PHASE 2 PREPARED BY : ----------~ ---~------~ ..... -·-.-.. -,, .. r • 120 ' I _j EXISTING GAS LINE ---- (5.0) TOP [iJ OF GAS 0 EAST BALBOA Bt\lD: 0 0 tT I ( ' I '□--- I . i, \' ,, I i , ---EXIST. 6" PVC SEWER ~--------EXISi. E:LEC::ffilCAL LINE ----EXIST, ELECTRICAL LINE ~---EXIST, 2" CU WATER •• ,_.,_, .;,,,.c,. --~-w " . . . . . . .. "" ~--EXIST, WATER LINE ~--EXIST. GAS LINE ALLEY NO. 256V EXIST. ELECTRICAL LINE "----EXIST. 8" PVC\ SEWER I • I 15+61.5D • 6 )(l~~C A ·-WA TIER ,$IS • I . I EDISON -i IP ~ATEfn "· 1 -_ Ex . 2· cu wATER CITY OF NEWPORT BEACH REVISIONS 20 10 0 CONSTRUCTION NOTES t:':::I REMOVE EXISTING 6" CIP INCLUDING FITTINGS, THRUST BLOCKS V AND APPURTENANCES. RE1URN TO 949 WEST 16TH STREET, ATTN: ED BURT, AT 949-71 B-3402. 8 INSTALL NEW 6" PVC C-900 CLASS 150 WITH TRACING WIRE. BACKFILL AND BEDDING PER DETAIL "N" ON SHEET 36. s REMOVE EXISTING FIRE HYDRANT. @ INSTALL NEW 6" FIRE HYDRANT ASSEMBLY PER CITY STD-500-L WITH 6" RESILIENT WEDGE GATE VALVE (FE X MJ) AND DUCTILE IRON TEE (MJ X FE). @l CONNECT TO EXISTING 6" CIP WATER LINE. @ INSTALIL 6" TRANSITION COUPLING (P VC X CIP). @ INSTALL 6" CLASS 150 (FE X FE) RESILIENT WEDGE GATE VALVE WITH VALVE BOX AND RISER. e REMOVE EXISTING WATER SERVICE LINE FROM THE EXISTING 6" WATER MAIN TO THE EXISTING WATER METER. WATER METER SHALL BE REMOVED BY CITY FORCES. e INSTALL 1" WATER SERVICE PER CITY STD-502-l. e INSTALL 2" WATIER SERVICE PER CITY SID-503-L. @ CONNECT 4" WATER SERVICE TO NEW MAIN. DETECTOR CHECK AND METER ARE INSIDE THE EXISTING VAULT; PROTECT IN PLACE. e INSTALL 6" X 6" FE X 6" FE DI TEE. @) INSTALL 6" (MJ X FE) DI ADAPTIER- DISPOSITION NOTES [iJ PROTECT IN PLACE 20 40 ~\\Q\lSS/ ON4 ,:' 0' ~j>.IAES Q No. 9308 1 {! Exp. 12-31-01 ~I(' C/VI'--()'<• OF C~'>~ PROFILE SCALES 1" = 20' I- PSOMAS ------------------1,_N_0;_·,1.-::D:_A:.:.T::::.E-1-::::.B;_Y-!--------------!-A_P;_P_R_O_V_E-lD THiS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO THE crrY STANDARDS AND REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR HORIZONTAL VERTICAL f' = 4' PLAN SCALE 1· = 20' ALLEY NO. 256U AND EAST BAY BLVD. WATER IMPROVEMENTS 3187 Red Hill Avenue &ite 250 Costa Mesa, C.A, 92626 (714) 751-737 5 Fox(7H) 545-8883 DESIGN:-~~\_ A~D ~U~ACY. ,, \\ ) 1 \ '-.--:r " 1 / Dl:SIGNED BY: DRAWN BY: APPROVED , / 0 ("\ JV (o.: L,S -O't.11-----+-----__ol-----+-------~-----+------l oTN DTN DATE f---+---+----1----------------1-------l CHECKED BY: DATE : PH OCT 2000 " R-5763-S CITY OF NEWPOi~T BEACH } •. " [--------l•u PUBLIC WORKS DE?ARTMENT SHEET 43 OF 96 ~ ,. _____ ...._ _____ ....,." '\.._ DRESSER COUPLING '\.._ DRESSER COUPLING DETAIL fl.ls. ----a--- I I I I j ·,·:1,I, .~:J , :°' I I -~1 I' I ,1 'I ~==----- / ii} j )! /~ --- --·· -- - - CONSTRUCTION NOTES INSTALL NEW PVC SEWER LATERAL AND CLEANOUT (SDR-35) PER STD-406-L. SUBSTITUTE 3/8" CRUSHED ROCK IN LIEU OF SAND FOR PIPE CROSSING. INSTALL 2" WATER SERVICE PER CITY SID-503-L FOR LANDSCAPE IRRIGATION. REFER TO LANDSCAPE PLANS FOR CONTINUATION. CONNECT TO EXISTING WATER SERVICE. INSTALL NEW 6" PVC C-900 CLASS 150 WITH TRACINC WI RE. Bfl.CKFILL AND BEDDING PER DETAIL "N". e ffl:MOYE EXISTll~El 4" CIP INCLUDINcl FITTINGS, 'fl !RUST BLOCKS .MID APPURTDIAPICE:S. (,"2\ INSTALL ,~E'N 4" PVC C 900 GLASS 150 'f~TI I TRAOING WIRE. V &ACl<FILL APm BEDD1,m PER DETAIL "P4" ON SI IEET 42. RCMOVE [)(ISl'ING FIRE I 1¥DRAPH Mm RETURN OLD r1rr1,ms • .P.t.RTS, ETC. TO 9 19 WESl' 16TI I S"FREEl', ATTN: ED BURT AT .g.49 718 3~02. ,----RECORD DRAWING I ' . 'HI r,c-1(1 / •• .·.• iu____l .:::::::::::=::::::±==================;::::'::'.' ' '"- ~m'·,\: ',.:-.~,~ ~ ~~J~ ~ ~~ = =~ )' =~~~ -. iN'.3TALL MEW 6" FIRE I IYDRANT ASSEMBLY PER elTY 106 * SEE DETAIL HEREON EXIS . 6" PVC S , I , 1 EXIST. ELECTRICAL LINE --------··- I I I I '·&'-----"""c:h·,d-:::;:::=-----+,------------..--~-✓ I A -- --- /; --·~-- / (IN LANDSCAPE AREA) • I PHASE 2 I I I ) f ' I STD 500 L WIT! I 6" RESILIDH 'l!EDGE GATE VALVE (FE X Md) AND DUCf!LE IRON TEE (Md X FE). JNETP,LL e" X §" X ~" DI TEE. CONSTRUCT THRUS T BLOCK PER CITY STD-510-L @ INSTALL 6" CLASS 150 (FE X FE) RESILI ENT WEDGE GATE VALVE WITH VALVE BOX AND RISER. @ €AP CLOSED. s IN l>TALL 2" WATER SERVICE PER CITY STD-503-L. 8 +Ill-STALL 6" ~ §"(Md X Md) DI BDJD. s INSTALL 5" X 6" FE X 6" FE DI TEE. @) lttj'.sn'ILL 6" (~Id X FE) Ell AElAf"TER. B +N'.,TALL 6" 90"(MJ )( Md) DI BDJD. JNSTALL s· DOUBLE Cl IECI( DETECTOR DACl(FLOW PR EVEN fl ml 7'<ciSEMBLY PER CITY STB 517 L. @ +NSTALL 2" REDUCED PRESSURE PRINCIPLE BACl<f't:0W .PG'.EVDHION ASSEMBLY PER GIT¥ sm 520 L. @ tN'.3n'ILL ~ '11fA'1', ,f' FIRE ElEF'ARTMENT CONt.ECTIOl/4. @ INSTALL 6" DIP CAP . SEE SHEET 43 :::: i ··11 I • ,1 ., I I 1 I :I i :·; • REMOVE EX. 4" VCP LATERAL JOIN EXISTING CLEANOUT AT BUILDING AND WYE AT MAINLINE. EXIST. STREET LIGHT CONDUIT 2" SERVICE ) . ·71'. ._ -, ------i---__ I __ .~~-=-. ,,-~----_ . L MAIN =-==~ ss -1---ss -_:-_~--- --- PHASE 2 ·1 !I I I I '!z :1 o !I If • 108 ·_.-_, I EXIST/STREET LIGHT CONDUIT 6" 45· BEND 6" SS LAT.,,._,__ I ,··-,, . . ; '/ . ,/;,//)(; _I I 4., ,. I EXIST. RESTROOM BLDG ~-~· ss --1---ss ; EXIST. PIER M---s\ c~ ; ~. ~~ .. ~-:ro BE ABANDONED IN PLACE EXIST. 4" CIP WATER !LINE " ' ' .. .. I ·, I>· I, I: I' • ' 39308 {< Exp. 12-31-01 ~It C/V\\.. r:.,'t.~"' ~f CAD\ Hillcrest C..:nlracting, I~ iP.O. Box 1898 .~ Colona, CA 92B78•1~ O• ' ~ ..,. e': w w Vi ~ I 0 / 0:: / "' e- 3' / en w 0 r en s: :, / ::.r. c, 7 :! < <: 0 Ll 8 y i / g ,, C, "' ~ w ,-------------------,--------------------,------------------------.----------.----------------------i~ 20 10 a 20 GRAPHIC SCALE: 1"=20' 40 PSOMAS 3187 Red Hill Avenue Suite 250 Costa Mesa, CA 92626 (714)751-7373 lax(714)545-8883 CITY OF NEWPORT BEACH REVISIONS 1-----,-----,---,--------------,-----t------.----7 PROFILE SCALES THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO THE CITY STANDARDS AND REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FDR DESIGN ASS.UMEJIONS AND ACCURACY. NO. DATE BY 3/15/02 AT RECORD DWG-6" WA1ER MOVED TO 10' EAST OF SEWER, ADDED 2" WATER & DETAI APPROVED HORIZONTAL VERTICAL 1" = 20' 1" = 4' PLAN SCALE 1" = 20· ( ·""! 1,0i I , \ J 1 \ 1., APPROVED ~· ~'~)2~~t~~,___,~.,__J=~:.....:._ PUBLIC WORKS DEPT. (~ _ 7 c.:; r,n i---t-----1--.,--------------t-----l DESIGNED BY: DRAWN BY: '-1. / .,._,--,,_, DTN DTN DATE t---+---+---+-------------..+-----l CHECKED BY: DATE : PH OCT 2000 / "' u MAIN STREET AND PIER PLAZA s WA.TEA IMPROVEMENTS : CJ ', ~ N ·, -----~--------llco CITY OF NEWPOt~T BEACH 1---R_-57_63_-s"-----1; PUBLIC WORKS DE 1:>ARTMENT SHEEr 44oF ·~ 'z ,,,,,., .':<i _____ ,... __ ,;;..;._..;;.;;.../lC: L10 E\--l-1---1 rJ .. 1 • I ' l: I I. ii ... • I-m u, :Ii C Cl C f ,--,. r -·· --- '-•·· I- ·.,., ID @ ID "ID <D E R1 L11 . ' ''!"·~~-·"•'•~ <D N I l 26' 17 17' 17' 26' 17' 17' 26' "' @ -"' "' r--f- N 0, @ "' N i.n N N CONSTRUCTION NOTES 0 0 0 0 ® © 0 0 0 INST ALL 4" SKIP WHITE LANE LINE, 7' STRIPE AND 17' GAP. (DETAIL 9) INST ALL 4" SOLID WHITE LINE. so· LONG. INST ALL 12" DOUBLE YELLOW. (DETAIL 22) INSTALL WHITE PAVEMENT LEGENDS AS SHOWN. INSTALL 12" WHITE CROSSWALK LINES PER Of'.J THIS SHEET. INST ALL PAINTED MEDIAN. (DETAIL 29) INSTALL 12" WHITE LIMIT LINE. DETAIL INST ALL 4" WHITE PARKING ST ALL MARKINGS PAINT WHITE CURB AFA FIie: 457.006 BALPAR.0WG 10:39 AM 06/19/02 ;,, en N 0 © I : d U4 L 1'4 ;-L 1\, 2 1----1r 10----t--1 + + 18' 1 ' .:':-..1 J D • ( ' <D 26' B1' 9 @ g· 85' 9 @ 8.5' N ... L28 ~~ , .... ,,, z 0 t; \ @) 3!!: '--@)L29 ~ ::z:: ;;;{-/' ~ if? r:-L27a :a-E L27c ~ L27e R L27t L27d 25' .,.,, I- J_l_l_lJ__l_l_l~lilll~] -I .i I I I i 11 11 lTi=-n-; --r-,-' i.n '° 1§) ID 1x:, <O .,. 17' 17' 26' 17' 01 @ It) N i.n N N ---r--c,, --r--@ --,--"' --,r--;... ----r-:1:--:;7:;-, -26' \ L147 INST ALL HANDICAPPED PARKING EMBLEM, ST ALL MARKINGS, LOADING AREA MARKlNGS, AND H.C. PARKING SIGN PER A.D.A. REQUIREMENTS. INSTALL 4" SKIP YELLOW CENTERLJNE. (DETAIL 1) REMOVE. SANDBLAST PAINT TO BE REMOVED. RELOCATE EXlSTING SIGN Ttl NEW LOCATION AT NEW CURB LINE. MOUNT SIGN ON NEW ST . UGHT POLE. INSTALL SIGN PER DESIGNATION. SEE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, (CALTRANS) "UNIFORM SIGN CHART." EXISTING SIGN TO REMAIN. .1---,,.:·· -··-··-··-·· 178.5' 21 i.o N R26(S) .... '·t--r,' -'-R1 -~ L146 ~ .,., IO N <D 297' 33 @ g' N 252' 2B @ 9' T TT "' @ -- en "' 2 17' NOTE, FOR OCEANFRONT DELINEATION SYMBOLS, SEE SHEETS 33 AND 34 [4•SKIP YELLOW CENTERLINE, DIRECTION ARROW, ·sToP•, AND STOP BARI 17' ;,, R26(S) - "' @ N 'i:,, <X) 26' 17' R.E. NO. SP L43 L48 RS,--::::---• 4 ~ 4~~~ t--r------<2 S R26(S) LSD L51 RS r-----+-4 SP S R26( • :i; I SP z L53 RS'J----·'1< J :Ii so· 11,r-..._ 5' 8' ·.,., 0, ai @ @ "1 N -N "' r--<D <X) 17' 26' 17' GENERAL NOTES SP -r~--;RS L47 L49 ____{jJ L52 .._ .....------0 R26(S) J. ' I '"" ""' L1J2 R26(S) ! R26 S) LB® --. .... -, ··-··-··-··-··-··- •lS L61 ',"I J L62 ~J----@R1 _,.------- ~ ® / " \ I / I I • I I 1, ALL STRIPING DETAILS, MARl(INGS, ETC., SHALL BE PER STAT[ OF CALJFORNJA, DEPARTMENT OF TRANSPORT AT JON, ST ANO ARD Pc ANS, 1999 EDITION. 2. ALL EXISTING THERMOPLASTIC STRIPING MUST BE REMOVED PRIOR TO SLURRY /NEW PAVEMENT 3. ALL EXIST ING PAVEMENT MARKERS MUST BE REMOVED PR I OR T 0 SLURRY/NEW PAVEMENT AND REPLACED WITH NEW MARKERS, UNLESS OTHERWISE SHOWN. 4. ALL LJMIT LINES TO BE 12" WHITE @ !nl,, UNLESS OTHERWISE NOTED. 5 . L71c ✓ L 710 L 71 b ... ' I '~ .... J,~,-x-:·_ ... ,...4t;( ~· - ·---: ......... ,. INST ALL PHAS~ 2 .h-n-••-••-••-H-•o 5. 6. 7 L6Jb L63c ASE 1 ; _DeJ:M.,_'D.:. PIER PLAZA AND ACCESS A0/\0 '-IOTE: ALL CROSSWALI( STRJDl'-IG SHALL BE ,;,-'M•;·r TH[RVOPLAST IC UNL[<;S 0' µ[qWJS[ "<OT c C TYPICAL LAYOUT FOR Hl·YIS X•WALK N T S ALL FINAL STRIPING SHALL BE "SPRAVABLE '<UL(CTQ'lj/[D TH[qvc PLASTIC" APPLIED AT A VIN!MUJJ THICKNESS or a.~s vv (XC[P1 CROSSWALKS AND LIMIT LINES, WHICH SHALL BE 0.90 VV Vl'-l!VUV THICKNESS THE FINAL STRIPING SHALL '-10' AF. APPLIED UNTJL '''f PAVING HAS BEEN IN PLACE FOR AT LEAS' •~ OAVS TEMPORARY PAINTED TRAFFIC STRIPl'-IG A'-10 VA'<Kf'-IGS 5"ALL BE APPLJED lN ONE COAT AND AS S00'-I AS POSSIBLE WJTH!N 7d "'0UPS Af'TER THE f!NISHtO COURSE O• PAVEV('-IT ><AS 9(['-1 APDL[[O REFER TO "SIGN LEGEND" ON SH((T •B cop SIC'-1S LABELED LXX SCALE SIGNING ANO STRIPING DL/,N QA.TE BY DESCRl?TJON , .. = 40' DtSICl<ED o••.., RS RS B/\LBOA P [ ER PAR~ING LOT REVISIONS J.PP'0 r-----r------, t---'--~-------------~-7 <:><tCKEO OH£ CITY OF NEWPORT BEACH 1-R_-_5_7_63_-_s~ '.', PUBLlC WORKS OEPARTV[NT '\_ •. "~; ✓ - "'CJ ·s ~ V? AS BUILT H\!lcrc::,t Conlractin9, Inc. P.O. Box 1898 corona, CA 92878-1 898 . -· .. •ccrss ROAO r,T"ICAl.,.!'lt'~ PARK l'HASEJ .,. -► ;,a ;,;; VJ "" > VJ VJ 0 '.] > _, .• z \ .. 20' -~ m > " <;"i) ::c N m N c.= ~ cg; s m ........ -----·- C--v .. r -) rJ=:,. 1 i i L 10 1 I E \__.He--------i-,- F'-' '@ "" \~-~-•~-1 L-.~-~---· i W53 ©--__.i.1 L9 E ! -~--~~~~-.~"·-· o..-··-·-·-·--···--·······}.,,,.. E R1 L 11 L I 0 r '""''7 ---'--L '''----' i ® I ~21@-L + I ___ U · .. ·=== ..., L31 / 0 L28 INST ALL PHASE 2-. -~ 1 ~~ ~C----''---""--, •• ,, .,,, .-_(;--_. ~--._..... ..,\_\ • 1\l_ T: INSTA-LL-PHA~~-!·:··-··r··-·· r::··::v-1r------------1--"'---.,......,.:.+~~.-L~_::i'<-::,,__,,~T /r-lb-irl·:+t I I ~l"ll''T'" n h_~ ~"'"" L6 ii 1-, I'. L7 SP II 162' 18 @ g' .,. "+··r:1•..M...J' 1::,'3' 18 @ 8.5' LB II ~ ~'f 'I' 9' 8' 9',._ ____ _;_::=___:_:::_--=--=:=------u,c,;i---1 ,1 26' , 1, 81' 9 @ g' I· __ 8_s_· _9_@_s_._5•_N.,__,.____z_s_· _.. :I r r .Lfl IJJ @ co ·co e:, ± 17' 26' 17' 17' rn @ -"' ~ "' ~ r--~1 N ~ "' @ Lfl N in N N CONSTRUCTION NOTES 26' 17' 17' 8 TYP. 26' <D N 17' I- OJ <D 17' 26' 17' "' N N en ---+--@ --1---"' - I I \ (sXsP) B TYP. . L152 RS SP -~ SP S ri-:=:. 178.5 21 ® 8.5 • R26(S ' RS Ll47 I I 501.5' 59 @ 8.5' -~ I L146© (0 N (0 297' 33 @ 9' N 252' 28 @ 9' T xm R26(S) m --~--- --~ RS "' R26(S) - ilJ /.,_ R1 9' g' "a, @ -N "o, co "' @ 17' 26' 17' -- 01 01 2 17' 135' 15 @ g' 9 8 SP L43 L 48 RS ~---=~"f S R26(S) L5D L51 RS f-------- SP • ·· · · .... .. /S:rR-2£{1£.;i,.._, ti I SP z L53 RS1---<-..Ll:ii: :IE I SP L47 +---,RS L49 _,,iJ) L52 ..,_ ~ 0 R26(S) Kw 20· a, @ "' ,~ "' "' - 17' L57 L56 L56b 8' "' co @ N N ·,___ co 26' 17' GENERAL NOTES L..1 @) ! R26 S) ..__,.__,L®® I . S R1 • SP ')\ (' 9 \, 10' 1 o' r l ···-···L-i r--·-·j• _J t i L63b R L63c + NOTE: ALL CROSSWALK STRIPING SHALL BE 12" WHITE THERMOPLASTIC U~IL[SS OTHERWISE NOTED. TYPICAi.. LAYOUT FOR tH~VIS X·WALK N.T S. 0 0 0 0 ® INST ALL 4" SKIP WHITE LANE LINE, 7' STRIPE AND 17' GAP. (DETAJL 9) INSTALL 4" SOLID WHITE LINE, so' LONG, INSTALL 12" DOUBLE YELLOW. (DETAIL. 22) 0 INST ALL HANDICAPPED PARKING EMBLE:M , ST ALL MARKINGS, LOADING AREA MARKINGS, AND H.C. PARKING SJGN PER A.D.A. REQUIREMENTS. INST A.LL 4" SKIP YELLOW CEN·TRUNE. (JET All 1) REMOVE. S.l1NDBLAST PAINT TO BE REMOVED. RELOCATE EXISTING SIGN TO NEW LOCATION AT NEW CURB LINE. NOTEa FOR OCEANFRONT DELINEATION SYMBOLS, SEE SHEETS 33 AND 34 !4wSKIP YELLOW CENTERLINE, DIRECTION ARROW, "STOP", AND STOP BARI 1. ALL STRIPING DETAILS, MARKINGS, ETC., SHALL BE PER STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, STANDARD PLANS, 1999 EDITION. 5. ALL FINAL STRIPING SHALL BE "SPRAYABLE REFLECTDRIZED THERMO- PLASTIC" i',PPLIED AT A MINIMUM THJCKNESS OF 0.45 MM EXCEPT CROSSWALKS AND LIMIT I.INES, WHICH SHALL BE 0.90 MM MINIMUM THICKNESS. THE FINAL STRI PING SHALL NOT BE APPLIED UNTIL THE PAVI NG HAS BEEN IN PLACE FOR AT LEAST 15 D.I\YS. 0 0 0 @ INST ALL WHITE PAVEMENT LEGENDS AS SHOWN. INSTALL 12" WHITE CROSSWALK LlNES PER DETAIL ON THIS SHEET. INSTALL PAINTED MEDIAN. (DETAIL 29) INST ALL 12" WHITE LlMIT LINE. INST ALL 4" WHITE PARK! NG ST ALL MARKINGS PAIN T WHJTE CURB MOUNT SIGN ON NEW ST. LIGHT POLE . JNSTALL SJGN PER DESIGNATION. SEE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, (CAL TRANS) "UNIFORM SIGN CHART ." EXISTING SIGN TO REMAIN. /{;:;, ~ioFESS10¼ '-,., ;;' ~ ,,.,...------( -~ I.~/ ----,~\ I~/ \'S,;, ,,--c...-::: :,--..,_"' .,, 1111 1 AUSTIN-FOUST ASSOC/A TES, INC, TRAFF/C ENS/NEER/NC AND TRANSPORTATION PLANNJN I $ ( JOE E. FOUST\ t. \ I No. 20258 I / \ -I' 1 Esp, 9-30-05_; ,. 1 / 2020 NORTH TUSTIN AVENUE SANTA At,A, CALIFORNIA 92705-782 , ~•,.. , TEL PHONE (71 )_66 0496 FAX (714) 667-7952 \' J} .. ~ CIVIL_,,,.,/,£;,~ / ,,,,_ '{ '-1;-e -~ff. /' 13~~~a~i~~~~~~~~~i / -,, / 0 -, ·-.,, or c.ci1 J/ DATE; t, -0 -- AFA File: 4S7,006 BALPAR.DWG 10:39 AM 06/'19/02 '~ ~/ RC_E ~ EXPJRE 9-30-05 L ________________________________________________ -1, __ """'""-""'-'"-="""d'-' ,~,...,rc__.s,..c,,/'1_._~/f'<;;_.&', .ZZ.!".GZ Ey,c,/.4 £ / ~-31-OS°" 2. ALL EXISTING THERMOPLASTIC STRIPING MUST BE REMOVED PRIOR TO SLURRY/NEW PAVEMENT. 3. ALL EXISTING PAVEMENT MARKERS MUST BE REMOVED PRIOR TO SLURRY /NEW PAVEMENT AND REPLACED WITH NEW MARKERS, UNLESS OTHERWISE SHOWN. 6. TEMPORARY PAINTED TRAFFIC STRIF'ING AND MARKJNGS SHALL BE APPLIED l N ONE COAT AND AS 500~1 AS POSSIBLE WITHIN 24 HOURS AFTER THE FINISHED COURSE OF P/\VEMENT HAS BEEN APPLIED. 4. ALL LIMIT LINES TO BE 12" WHITE @ vl/LI UNLESS OTHERWISE ,NOTED. 7. REFER TO "SI GN LEGEND" ON SHEET 48 FOR SIGNS LABELED LXX. CITY OF NEWPORT BEJl,CH 1---+---+-----------+----1 SCALE 1--------------------------l THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO THE CITY STANDARDS AND REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR DESIGN AS::MPTIONS AND ACCURACY. APPROVED &A11,1J![Mt~rl (_'1~~046:' G/41lo2.. TRAFFIC ENGINEER R.E. NO. 1 DATE DATE BY DESCRIPTION DESIGNED RS 1" = 40' DRAWN RS APP'□ r-----+-----1 1---~-~------------~----1CHECKED DATE REVISIONS SIGNING AND STRIPING PLAN B/\LBOA PIER Pl\RKI1\JG LOT CITY OF NEWPORT BEACH R-·5763-s PUBLIC WORKS DEPARTMENT SHEET 47 OF 96 RO. t)(;;. i O<id Oorooa, CA 92878-1800 I ct> j \~-:/ • E 1 i ! / I • I / • / (9) 22'X7' ~ ""'--+----I 4£1 R2!(,___..__, L90a L90b L91 SP BAI.BOA <9] I ' --.,.,,_,, ([) co· @ • co l I Q'.) / co / 0 41 17' l 23' -. @ " in ,~ oj r 1--: I I RS L89 S;t----. t L---l~", SP ?"\ ~1----.------ / / L123 R26(S) CONSTRUCTION NOTES GENERAi. NOTES 0 0 0 0 ® ® 0 0 0 I NSTALL 4" SKIP WHITE LANE AND 17' GAP. (DET All 9) LINE, 7' STRIPE INSTALL 4" SOLID WHITE LINE, 50' LONG. INSTALL 12" DOUBLE YELLOW. (DETAI L 22) INSTALL WHITE PAVEMENT LEGENDS AS SHOWN. INST ALL 12" WHITE CROSSWALK LINES. INSTALL PAINTED MEDIAN. (DETAIL 29) INSTALL 12" WHITE LIMIT LINE. INST ALL 4" WHITE PARKING ST ALL MARKINGS I NST ALL HANDICAPPED PARKING EMRLEM, STALL MARKINGS, LOADING AREA MARKINGS, AND H.C. PARKING SIGN PER A.D.A. REQUIREMENTS. REMOVE. SANDBLAST PAINT TO BE REMOVED. RELOCATE EXISTING SIGN TO NEW LOCATION AT NEW CURB LINE. MOUNT SIGN ON NEW ST. LIGHT POLE. INSTALL SlGN PER DESIGNATION. SEE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, (CALTRANS) "UNIFORM SIGN CHART." © EXISTING SJGN TO REMAIN. 1. ALL STRIPING DETAILS, MARKINGS, ETC., SHALL BE PER STATE OF CALIFORNIA, DEPARTMENT OF TRANSPOR T AT ION, ST AND ARD PLANS, 1999 EDITION. 2 ALL EXISTING THERMOPLASTIC STRIPING MUST BE REMOVED PRIOR TO SLURRY/NEW PAVEMENT. 3. ALL EXISTING PAVEMENT MARKERS MUST BE REMOVED PRJOR TO SLURRY/NEW PAVEMENT AND REPLACED WITH NEW MARKERS, UNLESS OTHERWISE SHOWN. 4. ALL UMIT LINES TO BE 12" WHITE @ Y,ti. UNLESS OTHERWJSE NOTED. 5. ALL FINAL STRJPJNG SHALL BE "SPRAYABLE REFLECTORIZED THERMO- PLASTIC" APPLJED AT A MlNIMUM THICKNESS OF 0.45 MM EXCEPT CROSSWALKS AND LIM[T LlNES, WHICH SHALL BE ll.90 MM MINIMUM THICKNESS. THE FIN AL STRIPING SHALL NOT BE APPLIED UNTIL THE PAVJNG HAS BEEN IN PLACE FOR AT LEAST 15 DAYS. 6, TEMPORARY PAINTED TRAFFIC STRIPING AND MARKINGS SHALL BE APPLIED IN ONE COAT AND AS SOON AS POSSIBLE WITHJN 24 HOURS AFTER THE FINISHED COURSE OF PAVEMENT HAS BEEN APPLIED. 7. REFER TO "SIGN LEGEND" ON SHEET 48 FOR SIGNS LABELED LXX. I ' I I I . I I • I ! I . I I f 1r~~ I . I L130a -L130b • -,· '.f i __.(S)e,e(s .,. ,.. i ..... ....... ,. . (----® ... ::--~----' ! ,-..., -.. ,. ,. ' t I ---, ~ ~?\ ( ' ..... R L127b L127c PARkJNc sfL @( .£.,.,..---- ,--' A_L_Ls __ R26(S) / ~ SP BLV_D_. ____ ~,v,, . J INST All PHASE 3 . I J I INSTALL PHASE 2 ' I w/. ,1111111 'Ausr,N~Fousr Assoc,ArEs, ,111c. CITY OF NEWPORT BEACH THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO T HE CITY STANDARDS AND REQUIREMENTS ONL v. THE CITY IS NOT RESPONSJBLE FOR DESIGN ASS MPT!ONS AND ACCURACY. TR A FFIC ENGINEERING ANO TRANSPORTATION PLANNIN AFA File: 457.0US 3ALE8.0WG 10:42 AM 06/',9/02 DATE gv DESCRIPTION SIGN LEGEND 1.) a. WRONG WAY b. NO LEn TURN SIGN c. STOP 2.) o. WRONC WAY b. NO LffT TURN SIGN c, STOP 3.) STOP 4.) o. SJOEW1>\LK USERS,BMPH SPEED LIMIT KEEP RIGHT.UNSAFE OPERATION PROHIBITED NO SKATl:BOARDING b. SEE 4n 5.) a. SEE 4(] b. SEE 4,,. 6.) NO LEFT TURN SIGN 7.) 00 NOT i~NTER 8) a. WARNING. DIVING IN DCEAN,SURF,OR BAY IS DANGE:ROUS. SHALLOW WATER,SUBMERGED ROCKS,St,NDBARS,INSHORE HOLES CAN BADLY INJURE YOU . SWIMMING IN OCEAN OR SURF CAN BE HAZARDOUS. STRONG CURRENTS, RIPTIDES,SURFBOARDS ENDANGER ANY SWIMMER. WAVES ARE POWERFUL. THEY CAN INJURE YOU. REMEMBER! HAZARDOUS AND CHANGING CONDJTJQNS MAY EXIST. BE CAUTIOUS AND PLAY SAFE. b. NO ... ALCOHOL, GLASS, LITTERING, DOGS. 9AM-5PM . PERSONS WALKJNG DOGS MUST REMOVE FECES DEPOSITED BY THEIR ANIMALS AND MUST CARRY A CONTAINER FOR THIS PURPOSE. 7.04.030 (A)+(B) DOGS MUST BE LEASHED AT ALL TIMES. (MAX. 6FT LEASH) 7,04,020 FIRES(EXCEPT IN THE FIRE RlNGS) FJREWORl<S. ,DRIVING OR PARKING MOTORIZED \/EHICLEE; c. BEACH CLOSED 1 OPM-6AM 9.) NOT A T ,ROUGH STREET 10.) NO PARl<JNG 8:30AM-12:30PM TUESDAY STREET SWEEPING 11.) STOP 12.) a. BALBOA lSLAND FERRY RIGHT LANE b. LITTER FREE ZONE STRICTLY ENFORCED 13.) OCTA (714) 635-RIDE 14.) a. SPEE!l L!MJT 25 b. NO PARKING 8:30AM-12:30PM MONDAY STREET SWEEPING 15.) OCT A (,"14) 636-RIDE 16.\ NO PEDE:STRJAN CROSSING/USE CROSSWALK 17.) FERRY 1RAFF1C, DO NOT BLOCK, THRU LANE 48.) a. BALBOA ISLAND FERRY b. c;n OF NEWPORT BEACH PARKING 19.) NO LEFT TURN 10AM-5PM 20.) NO LEFT TURN 10AM-5PM 21.) NO PARl<ING 6AM-8AM MONDAY AND FRIDAY STREET S\NEEPING 22.) o. SKATEBOARDING PROHIBITED b. ONE WAY SIGN c. SKATEBOARDING PROHIBITED d, ONE WAY SICN 23.) NO PAR-<ING BAM-BAM MONDAY AND FRIDAY STREET SWEEPING 24.) c. ALL SIDEWALK USERS 8MPH SPEED LI MIT KEEP Ri GHl, UNSAFE OPERATION PROHIBITED b. SEE 24a. 25.) o. STOP b. NO LffT TURN SIGN c. STOP d. SIDEWALK USERS 8MPH SPEED LIMF KEEP RIGH T, UNSAFE OPERATION PROHIBITED NO SKA"fEBOARDING SIGN 26.) STOP 27.) o. STOP b. LITTl:R FREE ZONE, SlRlCTLY ENFORCED c. SEE 26d. d. LITTER FREE ZONE, STRICTLY ENFORCED e. ND RJGHT TURN SlGN 28.l ONE WAV SJGN 29. ONE WAY SIGN 30, o. STOP b. SKATEBOARDING PROHIBITED c. DO NOT ENTER SIGN d. SKA TEBOARDJNG PROHIBITED 31.) a. DO NOT ENTER SIGN b. SKATEBOARDING PROHIBITED 32.) a. ONE WAY SIGN b. ONE WAY SIGN 33.) NO PARi<ING BAM-BAM MONDAY ANO FRIDAY STREET SWEEPING 34.) a. UTTl:R FREE ZONE, STRICTLY ENFORCED b. SPEED LIMrT 25MPH c. LITTER FREE ZONE. STRICTLY ENFORCED d. SEE l3 35.) o. L!TTl'R FREE ZONE, STRICTLY ENFORCED b, LITT l,R FREE ZONE, STRICTLY ENFORCED c. NOTICE DOG OWNERS, DOGS MUST BE LEASHED AT ALL TIMES. (MAX. 6FT. LEASH) 7.04.020 PERSONS WALKING DOGS MUST REMOVE FECES DEPGSlTED BY THEIR ANIMALS AND MUST CARRY A cor,T AlNER FOR THiS PURPOSE. 7.20.020 (A)+(B) .36.) a. NO PARKING 6AM-8AM MONDAY AND FRIDAY STREET SWEEPING b. TOW AWAY, NO PARKING SATURDAY AND SUNDAY 37.l RIGHT LANE MUST TURN RIGHT 38. BALBOA ISLAND FERRY .39. SEE 36c. 40. SEE 36c,, 4'1.) c. LANE ENDS MERGE RIGHT b. SEE j6a. 42.) BALBOA PAVILLION, HISTORICAL LANDMARK NO. 959 43.) a. ONE WAY SIGN b. DO MOT ENTER SIGN 44.l NO RIGhT TURN SIGN 45. a. ONE WAY SIGN b. DO l\iOT ENTER SIGN 48.) 47.l BALBOA ISLAND FERRY 48. BALBOA ISLAND FERRY 49. a. SKATEBOARDING PROHJBJTED b. SKATEBOARDING PROHJBITEO 50.1 LEFT LANE MUST TURN LffT 51. o. SKATSBOAROJNG PROHIBlTED b. SKATEBOARDING PROHIBITED 52.l SEE 46 53. a. ONE WAY SIGN b. PAS'.)ENGER LOADING .3 MIN. MAX 54.l NO LEFT TURN SIGN 55. NO LEFT TURN SIGN 56.) a. STOP b. UTTl'R FREE ZONE, STRICTLY ENFORCED c, NO LffT TURN SIGN 57.) a. STOP b. SIDEWALK USERS BMPH SPEED LIMIT, KEEP RIGHT, UNSAFE OPERATION PROHIBITED NO SKATEBQARD!NG ' 58.) a. STOP b. SEE 57b. c. NO MOTORIZED VEHICLES BEYOND THIS POlNT d. NO LEFT TURN SIGN e. SKATEBOARDING PROHIBITED 59.) o, SEE !)7b. b. SEE 57b. 60./ STOP 61. SEE 59 62.l SEE 59 63. a. STO? b, LITTl1R FREE ZONE. STRICTLY ENFORCED c. LITT!'R FREE ZONE, STRJCTL Y ENFORCED d. SEE !l7b, 64.) o. NO LEFT TURN SIGN b, NO LEFT TURN SIGN c. STOP 65.) NO SLEEPING IN VEHICLES OR ON BEACH 9PM-9f<• 66.l STOP 67. o, NO LffT TURN SIGN b, STOP SCALE DESIGNED RS 1 ,, 40' DRAWN RS APP'□ ,-------t-------1 68.) ND PARKING IN ALLEYS 69.) STOP 70.) o. NO PARKING 8:30AM-12:30PM TUESDAY STREET SWEEPING b. SKATEBOARDING PROHIBITED 71.) a. UTTER FREE ZONE. STRICTLY ENFORCED b. UTTER FREE ZONE, STRICTLY ENFORCED c. NO OUTLETS 72.) NO PARKING 6AM-8AM MONDAY AND FRIDAY STREET SWEEPING 73.l NO CUTLET 74. 0. b. SEE 72 c. SKATEBOARDING PROHIBITED 75.l NO LEFT TURN SIGN 76,) ci. DO NOT ENTER SIGN b. or~E WAY SIGN 77.) o. STOP b. ONE WAY SIGN 78.~ ONE WAY SIGN 79.(; TOW AWAY, NO PARKlNG ANY TJME soJ COUNT\ SANITATION DISTRICTS "A" STREET PUMP STATION, CALL (714)962~2411 81.) o. TOW AWAY, NO PARKlNC ANY TlME b. SEE 12 82.) SEE 72 83.) SKATEBOARDING PROHIBHED 84.) a. SKATEBOARDING PROHlBITE□ b SEE72 85.1 ONE WAY SIGN 56.j PUBLJC RESTROOMS 67.) a. 3 MIN. PARKING, 7AM-6PM b. SEE 72 68.) o. STOP b. PUBLIC RESTROOMS 89.l NO SK,'l.TEBOARD]NG 90. a. UTTER FREE ZONE, STRlC"fLY ENFORCED b. UTTER FREE ZONE, STRICTLY ENFORCED c. CITY OF NEWPORT BEACH PARKING 91.) LEFT LANE MUST TURN LEFT 92.) a. STOP b, SKAfEBOARDING PROHIBITED c. SKATEBOARDING PROHIBlTED 93.) a, ONE WAY SIGN b. PUBLIC RESTROOMS c. NO RIGHT TURN SIGN d. CITY OF NE\'iPORT BEACH PARKING 9-4.) a. SKATEBOARDING PROHIBITED b. SKATEBOARDING PROHIBITED c. NO LEFT TURN SIGN 95.) ONE WAY SIGN 96.) NO PARKiNG B: 30AM-12: 30PM MONDAY STREET SWEEPING 97.) a, ONE WAY SIGN b. SEE 96 98.l ONE WAY SIGN 99, o. STOP b. SEE 96 c. ONE WAY SIGN d. NO PARKING B:30AM-12:30PM MONDAY STREET SWEEPING 100.) a. DO NOT ENTER SIGN 101.) STOP 102.) o. ONEY WAY SIGN b. LITTER FREE ZONE, STRICTLY ENFORCED c. TDWAWAY, NO PARKING 4-PM-MIDNIGHT SATURDAY AND SUNDAY ·\c.3.) NO PARKING 8:30AM-12:30PM, TUESDAY STREET SWEEPING 104.) a. NO PARKING B:3DAM-12:30PM MONDAY STREET SWEEPING b. SEE 102c. 105. l SEE 104 106. SEE 104 107. NO PARKING 8: 30AM-12: 30PM MONDAY STREET SWEEPING 108.) c, STOP b. NO LEFT TURN SIGN 109.? DO NOT BLOCK INTERSECTION 110. a. SKiTEBOARDING PROHIBITED b. SEE 110a. c. SEE' 110a. 1'11.) a, NO RIGHT TURN SIGN b. LITTER FREE ZONE, STRICTLY ENFORCED c. LITTER FREE ZONE, STRICTLY ENFORCED d. STOP e. ONE WAY SIGN 112.) NO PARKING 6AM-8AM MONDAY ANO FRIOAY STREET SWEEPING 143.l SEE 112 114. SEE 112 115, ONE WAY SIGN 116, SEE 112 117.) SEE 112 118.) a. SKATEBOARDING PROHIBlTED b. SEE 1180. 119.) SEE 118 120.) a. STOP b. ONE WAY SIGN c. SKATEBOARDING PROHlBITED d. SKATEBOARDING PROHIBITED 121.) ONE WAY SlGN 122.J NO PARKJNG BAM-BAM MONDAY AND FRIDAY STREET SWEEPING I 23.l SEE 122 '124 .. NO PARKING AT ANY TIME 425 .• ONE WAY SIGN 726.) o. SKATEBOARDING PROHIBITED b. SEE 122 '27.) a. SKATEBOARDING PROH18ITEO b. SEE 122 c. 5 MIN PARKING 7AM -6PM 128.{ ONE WAY SIGN 129.< NO PARKING ANY TIME 130.; o. LITTER FREE ZONE, STRICTLY ENFORCED b. ONE WAY SIGN 131.) o. CHANGE MACHINE b. DO NOT ENTER SIGN c. STOP d. LITTER FREE ZONE, STRICTLY ENFORCED e. LITTER FREE ZONE. STRICTLY ENFORCED "I32.l BALBOA ISLAND FERRY 133. o. STOP b. CHANGE MACHJNE c. NO RIGHT TURN SIGN 134.) NO PP.RKING SAT. AND SUN. ANY TIME/ WEEKDAYS BPM-7AM, LOADING ZONE 20 MIN. LIMIT, 7AM-6PM 4 35.l SEE 134-'136. o. DO NOT ENTER SIGN b. WRONG WAY SIGN 137.) o. DO NOT ENTER SIGN b. NO RIGHT TURN SIGN ·138.'-ONE W/\Y SIGN B9j a. CHt\NGE MACHlNE b. CHi'NGE MACHINE c. UHER FREE ZONE, STRICTLY ENFORCED "140.) ONE WAY SIGN ~41.) c. NO ?ARKING ANY TIME O. 0.C.T.A. EXEMPT H2.) OCT A (714) 63B-RIDE 143.l DO NOT BACf INTO SPACES ,44. ONE WAY SiuN 145.) o. DO NOT BACK INTO SPACES b. CHANGE MACHINE 146.) o. 0.C. T .A. EXEMPT b. NO PARKING ANY TIME c, LITTER FREE ZONE, STRICTLY ENFORCED :47.'l BALBOA ISLAND FERRY/PARKING '48. CITY OF NEWPORT BEACH PARKING "149. ONE WAY SIGN ~SO.' ONE WAY SIGN 151.) BALBOA lSLAND FERRY ! 52.) DON'T BACK UP INTO SPACES SIGNING AND STRIPING PLAN NORTH OF BALBOA AVE 1---~--~----------------i_----lCHECKED DATE CITY OF NEWPORT BEACHi---R_-5_7_6~_'---1s PUBLIC WORKS DEPARTMENT SHEET 48 OF 96 AS BU!lT Hillcrest Contraclmg, nc, P.O. Box 1898 Corona. CA 92818·1898 --------·--····--··-"--·-··- GENERAL NOTES 1. ALL WORK, MATERIAL AND EQUIPMENT SHALL CONFORM TO THE STATE STANDARD PLANS AND SPECIFICATJONS DATED JULY, 1999, THE CITY OF NEWPORT BEACH DESIGN CRITERIA, STANDARD SPECIAL PROVISIONS AND STANDARD DRAWINGS, 1994 ED. AND THE SPECIAL PROVISIONS FOR THIS PROJECT. 2. THE ENGINEER SHALL APPROVE DETECTOR LOCATIONS PRIOR TO INSTALLATION BY THE CONTRACTOR. 3. NEW LOOP DETECTORS SHALL BE 6'X6' OR TYPE E CIRCULAR WITH 10' SPACING IN THE DIRECTION OF TRAVEL & CENTERED IN THE LANE UNLESS SHOWN OTHERWISE. 4. EXIST. 8-PHASE MULTI SONICS 820A CONTROLLER ASSEMBLY IN EXIST. TYPE "p" CABINET WITH DETECTJON AS SHOWN, VEHICLE COUNTJNG SYSTEM AND MISCELLANEOUS AUXILLlARY EQUJPMENT, BJCYCLE TIMING LOGIC TO BE REUSED AND RELOCATED TO NEW CABINET .. 5. ALL THREADED CONNECTIONS SHALL HAVE ANTI-SEIZE COMPOUND. 6. SEE SHEETS 38 & 39 FOR STRIPING PLAN. 7. ALL VEHICLE JNDICATJONS SHALL BE 12-inch AND ALL INDICATIONS SHALL BE LED'S EXCEPT FOR PROGRAMMED VISIBILITY INDICATIONS. 8. PEDESTRIAN INDICATIONS SHALL BE LED'S WITH POLYCARBONATE HOUSING. 9. ALL SIGNAL HEADS SHALL BE POL YCARBONATE(PLASTIC) TYPE. 10. ALL SALVAGED MATERIAL AND EQUJPMENT SHALL BECOME THE PROPERTY OF THE CONTRACTOR. 11. ALL PEDESTRIAN BUTTON ASSEMBLIES SHALL BE ADA APPROVED AND JNSTALLED ONE METER ABOVE FINISHED GRADE. 12. 13. 1. 2. 3. 4. ALL NEW PULL BOXES SHALL BE NO. 5 UNLESS OTHERWJSE NOTED ON PLAN. ALL NEW CONDUIT SHALL BE JACKED OR BORED UNDER THE STREET. CONTRACTOR SHALL RESTORE EXISTING SlDEWALK AND RAMPS TO ORIGJNAL CONDITIONS IN KIND. CONSTRUCTION NOTE FURNISH AND INSTALL NEW TYPE E LOOPS AS SHOWN. (4 EA. PHASE 2, 6 EA PHASE 3) CONNECT TO EXISTING DLC'S PHASE 3 ONLY. NEW LOOP DETECTORS SHALL BE 6°X6' OR TYPE E CIRCULAR WITH 10' SPACING IN THE DIRECTJON OF TRAVEL & CENTERED IN THE LANE UNLESS SHOWN OTHERWISE. EXTEND LJMIT LINE LOOPS 1' INTO CROSSWALKS. THE CONTRACTOR SHALL FURNISH AND INST ALL NEW SIGNAL EQUIPMENT AS SHOWN, MODIFICATION OF THE SIGNAL MOUNTINGS ON THE HEADS WILL BE REQUIRED. REPLACE ALL PEDESTRIAN BUTTONS AND ASSEMBLIES WITH ADA APPROVED EQUIPMENT PER STANDARD PLAN ES-5C. BUTTON HEIGHT TO BE 1 METER PER ST AND ARD PLAN ES-7 A. FURNJSH AND INSTALL OPTJCOM EMERGENCY PRE-EMPT 3M MODEL 722 DETECTORS, 752' PHASE SELECTORS, 3M MODEL 760 AND 138 CABLE FROM DETECTORS TO CONTROLLERS, FURNISH AND INSTALL NEW STAINLESS STEEL TYPE P CABINET WIRED FOR 8 PHASES. OLD CAB,INET SHALL BE REMOVED COMPLETE WITH FOUNDATION AND NEW CABINET INSTALLED IN THIS LOCATION. REMOVE ALL EQUIPMENT FROM EXISTING CABJNET AND INSTALL IN NEW CABINET. ALL CABINET WIRING TO BE COMPLETED BY THE MANUFACTURER. FURNISH AND INSTALL NEW STAINLESS STEEL MODIFIED TYPE Il SERVICE PER CITY OF NEWPORT BEACH STD-910-L ON NEW CABINET. Underground Service Alert Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG AFA File: 457.006 BALMAIN.DWG 10:43 AM 06/19/02 --------~-~ POLE SCHEDULE POLE DATA SIGNAL H.P. SOD. VAP. SIGNAL MOUNTING PED.PUSH BUTTON NO. TYPE HEIGHT M. A M.A. WA.TTS VEH. M.A. CD BPB POST 4'-7" ----- @ 17S 26'-6" 20' 12' 250 1!111•2·TINI !IIIAIIINI Q) 1A 10' ---TV·ll·TINI - @) BPB POST 4'-7" ----- @ 17S 30' 20' 12· 250 SV•1•TINI IAS•&Allll MAS @ BPB POST 4'-7°1 ----- (!) 1A 1 a· ---TV•1•TINI - 11111 INDICATES NEW EQUIPMENT TO BE INSTALLED•PHASE 2 PHASE DIAGRAM ¢1 lll2 ¢3 ¢4 • A T _J ◄-----► ' ' ' ' ' I ' ' ' I ' f """'1-----► ◄-----► -.11-----p.- ¢5 r/>6 ¢7 ¢8 CONTROLLER SHALL REST IN r/>2/¢6 "WALK" DURING NON-COORDINATED OPERATION. PHASE 0 2 i >-<( 5 I I w z 0 >--I ~I I I L..J I <r 0/ I ,-, I " ' ' ' I L ____ J PED. TYPE PHASE QUAD -B 3P E BP•2•CIIIIII BINI 3P E SP·2·CSIIII BINI 3P w -B 3P w SP·:!M::SIIII BINI 3P w -B 04 w IIP-2·CSIIII BINI 3P E m -I B . I . I I cl_ POLE LOCATION ILLUMINATED SIGN "A" "B" MESSAGE EXIST EXIST - EXIST EXI ST Main St. EXJST EXI ST - EXJST EXIST - EXIST EXIST Main St. EXIST EX]ST - EXIST EXIST - PHASE 3 BLVD DETAIL A y MAST ARM 01 . CONDUCTOR SCHEDULE (__') RUN NUMB ER 3 CIRCUIT & ffi & & & <( ¢1 2 2 2 4 4 ¢2 -3 -3 3 ¢4 3 3 -3 3 ¢6 3 3 3 6 6 2P 2 ' 2 -2 2 3P 2 2 2 4 4 6P --2 4 4 #14 3PPB 1 1 1 2 2 4BPB (Bl CYCLES) --1 1 ' 1 PPB & BPB COMMON 1 1 1 2 2 !SNS 1 1 1 2 2 SPARES 3 3 3 6 6 TOTAL 18 21 16 39 39 SIGNAL & SiGN COM. 1 1 1 2 2 #10 LUMINAIRES -2 2 2 2 TOTAL 1 3 3 4 4 1-¢1 ---1 1 1-¢2 --1 1 1 LOOP 2-152 1 1 1 -- DET 3-¢2 1 1 1 1 - CABLE 1-¢4 1 ----SCALE: 1"~20' 4#18 1-06 1 1 --- 2-06 ---1 1 3-¢6 ---1 1 TOTAL 1 1 2 7 8 OPTICOM CABLE -1 1 2 2 J.C. CABLE (6 PR. # 19) ---1 1 CONDUIT SIZE INEWI 2.5" 2.5" 2.5" 3.5" 2-3" AU CONDUCTORS ARE NEW EXECPT l,C CABLE TO IIE REMOVED AND PULLED WITH NEW CONDUCTORS PH/\SE 3 2 DETAIL B PROGRAMMED VISIBILITY 12· ® 12· 0 >¢6 '1 2" ® I 12· ® ·, ~1 YELLOW ~ 12" ~ I GREEN ~7 SENSOR TABLE SENSOR CHANNEL DETECTOR OPTJON 1 1-lii1 DELAY 1 2 1-¢2 EXTENSION 1 2-¢2 EXTENSION 2 2 3-¢2 NORMAL 1 1-¢4 NORMAL 31Nl 2 3-(116 NORMAL 4 1-¢6 EXTENSION 4111111 2 2-¢6 EXTENS[ON iNl INDICATES NEW EQUIPMENT TO BE INSTALLED•PHASE 2 Hillcrest Contracting, Inc. f'.0.Box1898 Corona, CA 92878· 1898 ~,. • CITY OF NEWPORT BEACH SCALE ..,.A A l/S TIN-FOl/S T A $SOCIA TE~ INC, f--T-H-]S_P_L_A_N -]S_S_IG-NE-D-BY-TH_E_C_I_TY_O_F -N-EW_P_O-RT-B-EA_C_H_F_O_R ---lf----+--t------------+---1 1" = 20· TRAFF IC SIGNAL MODIFICATION Pl_A TRAFFIC ENGINE: ERIN G ANO TRAN s Po RT A T Jo N p L ANN IN CONCEPT AND ADHERENCE TO THE CITY STANDARDS AND REQUIREMENTS ONLY. THE CITY rs NOT RESPONSIBLE FOR DESIGN ASS MPTIONS AND ACCURACY. APPROVED DATE BY DESCRIPTION DESIGNED JA DRAWN JA APP'D t--------+------l 1---~-~------------~-----1CHECKED DATE REVISIONS RS BALBOA BI_VD. AND MAIN ST. CITY OF NEWfJORT BEACH R-5763-s PUBLIC WORKS DEPARTMENT SHEET so OF 96 I l ;·,",,W,.•~•----------------------,-------~-----------------------------------------------------------~----------------------------------------·-------,-=-~'~NR'.fµ>J;.'i,ceev•w,r.,·M!:!efW.-.·,,·,, •• ;es,;;c;s.·.~'li;>•ic,,,.,,:,-;,-,;_,y,~-\'lffl/(UIClW@>s•e•,¾"4 ____ ,,,,k.,iOC<¾<'i-;«,;,«;,c(K ',.d/,SO . ___ 1 n 1 ,-.,,.ii -,-----~ MATCH LINE SEE SHEET 59 LEGEND I I I j -______ ,,,_ . _ _j , l I ' I ' I : , I I j I MA f:i!e· 457 006 LIGH TS-P2A.DWC 11 :01 AM 05/09/02 \ \ r iJ • ! •. :, l. lj ')l' <:rlt·h:--( ,J . _ li □ NEW PULL BOX SEE CONSTRUCTiON NOTES 0 (i), ! , ! , ' u EXISTING PULL BOX SEE CONS TRUCTION NOTES 0 ! ' ,, i /./ {_§_6 j__L---ltt+'-·-r-r: r ·-~ a r ~-== : 7 ' C / ' a s ' ) ( Q-o--0 ;::,:::;~,'.~~ ~~:;:0@'"""'(s) sec , , \ l N STf,,Lc <\~,Lf ---1-~& --i 1 •• /// • Q-o-D EXISTING POLE AND MAST ARM LUMINAIRE(S), SEE I , I '----~ .. ··-cF i:· 1-1.1 C.0'1D-JIT f-..__J // CONSTRUCTION NOTES 0 , j • ,_.L ___ r-" Fr<w , ,1s.<,:C ,c f1.sCc C I, " : ) .. ). EXISTING POLE AND TOP MOUN TED LUMINAIRE SEE j i • f -·---1, ---LJ ... -~~f , 1' 2,i. 1; ✓,---1~s,7,J __ L )s L.F ..;:;y , i r· : · i 1---·-··------, ---·· en , 1. Lvi C.~i li D0 1 ·1 1~7i,... :J/1 '---~ IESll ' ' ' ·;••.:·•i -~-------i-•._,...-_·_·-_-___ i ~---·_·-_·_-_· _ .. _-_._!_·-,+----------.. _--_· ----+-------/ _1'._"_U/-__ ·~_,::_,i0"-'1+Dc.:c, v_,, ___ [_•------1--!I..J,. • .... 1-~·1-·' _(/)_•~--u=·fo··· ~l:l~. _ 11 F cl i<__:-j __ V°'_✓_• ,_..:__t:;_.-_'-----+----·-·--1...--1 ~~~:~~:U~~~;N ~i:EERNUMBER . . "'-, ---.,_ __ __; 1-~ , _____ __) ---'---L--------f eo i'<',. l-'B~t0~··e:··-•••••••• ~, -·----if------s ~LIGHTING C]RCUIT DESIGNATION l ~G 2~0 3~0 0 ( ----------·----.L....J1L :: , ....... _.__...,.... ~ ~ 1,,is,,,.__LL-~o i..F @ INST ALL PULL BOX IN EXISTING CONDUIT RUN @ INST ALL CONDUIT IN EXISTING PULL BOX ;,,,,,,, 1---• , REM o v"" srr,:,ec:r 1..1 G wr • • 1 ' ·• srr """" ' j co..Jt>vcYo>':..$ F RoN, t-l'e."I • ~, • .!"'I ~,c;,,, vT\ ···~1 lQ : I¾'' :;,-r, L\GhT corJ.D '-'l'f ': i 1 C..Or,/ EC'\" ,o ST, L.\Grfl• ' A "-ll; U.$E c.bt.Ji)v1;-FOi< Cr. .., : L,, s 4 t ' Low V Oc-17\(;t:. ·\. I .~====_j i I 7 l.OV'i V OL!? G t: wl RE.S, '25! C) ( CON(>~ IT PB Td Pf?.) "\'~----1 ' 1 • I < " I 7 B 5 2 • \ , ~ .... ,;• 1-• "-r.,.----1----........ --· '' ,--·1·, , ::o o · · 1 F o r·· fil -,._, / /\J __ , ! \ •---<.-,' ~' •-a' 1Nsr;,-.LL S:is!.-<" --~ 1 ,.t; UJ I;\ f L:\·/\/u .. ,,:.\,~c::::: .l .i.,V IT @ SPLICE NEW TO EXISTING CONDUCTORS CONSTRUCTION NOTES 0 FURNISH AND INSTALL 1-1/4" PVC CONDUIT, MIN. DEPTH OF 1 8", W/ 2-#8 INSULATED STRANDED COPPER CONDUCTORS AND 1-#8 SOLID COPPER CONDUCTOR WITH THE FOLLOW lNG COLORS PER CIRCUJT. "A", "B" & "H"-PURPLE & ORANGE, "c'', "D" & "F" -RED & BLACK, "E", "G" & "J'' -BLUE ANC YELLOW . 0 FURNISH AND INST ALL #3 1 /2F CO NCRETE PULL BOX PER CNB STD -204-L AND STD-205-L. WHERE 5 OR MORE CONDUITS TERMINATE IN A PULL BOX, A #5F CONCRETE PULL BOX SHALL BE INSTALLED. INST ALL AT A LOCATION APPROVED BY THE CITY'S REPRESENTATIVE. \ 1" :....,/ •~_,j,,.·J.i.>-,., er _ 1 ... -1 ~· 1! _ ( ~l 0 11✓T Tl.:-.:T--::: ·,!Ci.--, t·.11 -,---;.1 f (LI) /'/1 \-' (i; l "{j ·c,:, 'Cl: \; ~I.--! :, 1 "-~ ' I , r ·----. .------·r 4 .,. , • • .. , .. ,. \ (-----. __ .. _ ... · :,....._____ )---.;....JJ,,,•I i _J ~ : \= 'I '" ' ' 'C 'j' J :g 0 PROTECT IN PLACE ALL EXISTING LIGHTING POLES, CONDUIT AND PULL BOXES. ANY REMOVALS AND ABANDONMENT'S SHALL BE AFTER ACTIVATION OF NEW LIGHTING SYSTEMS. 0 FURNISH AND INSTALL 14' CONCRETE STANDARD (AMERON-AEGEAN 21CT13513) \ \ ! I : 1 L __ . ~--1, SERVICE CABINET, PLUG CONDUITS, AFTER 1 ,: ::;! : G • Ji if i ACTIVATION OF PHASE II LIGHTING -----;==JJ ...... i7i ::'~ N Y ~--T-Y_P_~_!_· -.... -_~ .. --.~ ....... _·~~~~:~~~~_j,-".7·/-------(-E_X_IS-T-IN_G_"s-1.:.:;cs· (": ""''" ,0"~7\ r lr!-,:-.-.'-+--+.--cc..· ................... ~--(1 : - ------· • • .. 1 ........... ···1 n · i I I 28 < 1 2 ~ ~ J [1··· .r-t--./ ;'\\ 89 ~ ~ ~~ 9 2 8 9 WITH CONTRACTOR FURNISHED AND INSTALLED 50 WAT T, 240 VOLT H.P.S. TYPE ll PRISMATIC ACORN LU MIN AIRE W/PHOTO ELECTRIC CELL, ANO ENCLOSED BALLAS!. FURNISH AND INSTALL DOUBLE FUSE HOLDER W/5 AMP FUSES IN ADJACENT PU LL BOX. INSTALL ON NEW FOUNDATION PER CNB STD-202-L-B. INSTALL AT A LOCATION APPROVED BY THE CITY'S REPRESENTATIVE. 0 FURNISH AND INSTALL 10' CONCRETE STANDARD (AMERON-DELPHI 22CT10513) WITH CONTRACTOR FURNISHED AND INSTALLED 50 WATT, 240 VOLT H P.S. TYPE II PRISMATIC ACORN LUMINAIRE W/PHOTO ELECTR IC CELL, AND ENCLOSED BALL AST . FURNISH AND INST ALL DOUBLE FUSE HOLDER W/5 AMP FUSES IN ADJACENT PULL BOX. INSTALL ON NEW FOUNDATION PER CNB STD-202-L-B. INSTALL AT A LOCATION APPROVED BY THE CITY'S REPRESENTATIVE. @ INSTALL ALL NEW FOUNDATIONS AT A LOCATION DIR~CTED BY TH E CITY'S REPRESENTATIVE TO AVOID CONFLICT WITH UNDERGROUND UTILITIES . @ REMOVE AND SALVAGE EXISTING STREET LIGHT POLE, WITH LUf,INAIRE, OR SERVICE CABINET AND REMOVE FOUNDATION. FOR ADDITIONAL REMOVALS SEE DEMOLITION PLANS SHEETS 19-26. @ INSTALL NEW SERVICE CABI NET (MYERS PRODUCT # MEUG20X-M100) WITH SINGLE METER AND 2 CIRCUIT BREAKERS. INSTALL ON A NEW FOUNDATI ON PER CNB STD-206-L. @ FURNISH AND 2" CONDUIT WITH PULL ROPE FROM S.C.E. VAU LT TO NEW SERVICE CABINET. COORDINATE WITH S.C.E. FOR INSTALLATION OF CONDUCTORS. , \ Q 1- 1' \ I -~----~1------\ ,, r-0 i t r ~. sfJ ···• ~~.-;---... ----.. _._-_-_-_-_.,,.~,,.,-_-_-_-_· =.__·_------• ----.. ----G--cp G ... ----.. ------· --:..:-=-==-=-:..::;,"~r~r. :.:::=:~~.-._.-------~---. -.. -.... -.. -... -_ ::.::._---l..1·,.,·"_,,:: ..... np I T \.,------- I '----( I ' ·-------+--------~~---·--------------- -------+------ I -------.i-----~·- C 0 I U) ' 111,00 PALM TKEE z.' .3. ALL CON!)V IT ,-0 er,'( (111::R.G) n> fRov 1.J)& .l)£:;;:T7\II-Fo)Q. Sf;;.ff\f<i..ATI OAJ ◊\= Sr!<!-EE;i L iu.HT e:o,i,J C,V~,T orlS. (a."'1-ov)· A V') \..OW VOi_ iA (;> -. '• ~ E WI (.2,E s (, le V.) IN f'VLL e ox.Es, C.ONll<.AC.. n:J{2-TO SU r3 MIT r ,1 ,::2. i k'..A "' s r::::o r2 M s-'< , µ (:L 1\ VII G r,v C, ':l :a . :-----------~+;r ·---.. --• .. ------o-[~-o--· ----· ------==::.=.."'~·1'l'H;;===-=----_--• - Hillcrest Contracting, Inc. P.O. Box 1898 l Corona, CA 92878·1898 ! ! -------- ~,.I p' I CITY OF NEWPORT BEACH ?.lllllo' Vr.1 Lo-\1 OL'\f\'-.""' {,D.1(\..i\ SCALE .., j A us r1N-Fous r Ass octA r/s, INC. 1--T-H-Is-P-LA_N_I_s_s_I-GN_E_□_s_Y-TH_E_c_I_T_Y _o_F_N_E_wP_o_R_T_B_E_A-cH-Fo_R_-f4',.!J"'1-1'1<,µ..+,~",C,___,.._...._,~.Ll.'µ.--.--',,....,......, • .ll\l..'4------l 1· ~ 20· TRAFF I c £NC IN££ RI N c AND r RAN s Po RT A r ION P /ANN INC CONCEPT AND ADHERENCE TO THE CITY ST ANO ARDS AND 2020 NORTH TUSTIN AVENUE SANT A ANA, CALIFORNIA 9~705-7B27 REQUIREMENTS ONLY. THE CIT Y IS NOT RESPONSIBLE FOR TELEPHONE (714) 667-0496 FAX (71 4) 6,67-7952 DESIGN ASSUMPTIONS AND ACCURACY. DATE BY DESCRI PTION DESI GNED JA DRAWN JA APP'D 1------1--------1 __________________ DATE: I APPROVED --------____ 1--_...1...._...J.. _____________ ......L_--JCHECKED DATE JOE E. FOUST, RCE 20258 EXPIRE 9-30-01 i TRAFFIC ENGINEER R.E. NO. DATE REVISIONS BALBOA VILLAGE PHASE 2 STREET LIGHTING PLAN CITY OF NE\l?ORT BEACH R-5763-S PUBLIC WORKS DEPARTMENT SHEET55 OF 96 I I I I I r-! I I I I i I ' ' I I MATCH LINE SEE SHEET 59 I .• I 1 ,L_, I 1 .. r-·r--~ __ _, ) -/\ ,_ ___ , ,_____J L. _J i _ _,__--L__~--·-···· :,---•• ···--, -~ --~, L ---~-- o..w ,. '---l----------+-----------1.:.:..;':i:.c:'c'10__ 2+00 ' \ \ I •• L _____ J-J-------" \ \ \ I T---~· I' L. _____ __J ii I ·····----· \:'.;."'l_L• ______ J..._ __ 4 TYP 28 I ---rn------0 .i, a ----◊- ' ----+--.. ···-···· AFA File: 457,006 LIGHTS-P2A.DWG 9:33 AM 06/19/_:c02:__ ____________ _ 29, ; I l . ' ' L .... r< f _h,/ r • I 1 • • I • J '·/\ V !, 11 ! I i i \ ' • • ,~ • -b . ., •I <D U1 1-w w '--------------------j ui -------------------, w w (/) -----· ---------1 w z _....-:::~~~~~~=~ ~ t..:,;;,,;;;~~ ~=~-,.. '. u r ' ,.-~~-·---•-s; ;•-<( · r ··········,l.: •• '---,---L-; • .'-----,---.-rr" ~ e-I I I l ' _rl:::c:::-::-='=i::::;·.h,Ji:-:1 -==tl~ .. J ~ ·--· • -• • ;_-:.J=---=·=· =--•·ir=4 ' c:J 0 Q-o-D Q-o-0 [51:l LEGEND NEW PULL BOX SEE CONSTRUCTION NOTES 00 EXISTING PULL BOX SEE CONSTRUCTION NOTES 0 NEW POLE AND TOP MOUNTED LUMINAIRE SEE CONSTRUCTION NOTES ® 0 ® NEW POI_E AND MAST ARM LUMINAIRE(S), SEE CONSTRUCTION NOTES 00 EXISTING POLE AND MAST ARM LUMINAIRE(S), SEE CONSTRUCTION NOTES 0 EXISTING POLE AND TOP MOUNTED LUMINAIRE SEE CONSTRUCTION NOTE 0 EXISTING SERVICE POINT AND CABINET NEW 1-1/4" PVC CONDUIT, SEE CONSTRUCTION NOTE G) EXISTING 1-1/4" PVC CONDUIT, SEE CONSTRUCTION NOTES 0 0 STREET LIGHT NUMBER ~CONSTRUCTION NOTE NUMBER ~LIGHTING CIRCUIT DESIGNATION INSTALL PULL BOX IN EXISTING CONDUIT RUN INSTALL CONDUIT IN EXISTING PULL BOX SPLICE NEW TO EXISTING CONDUCTORS CONSTRUCTION NOTES / (";\ FURNISH AND INSTALL 1-1/4" PVC CONDUIT, MIN. DEPTH OF 18", W/ 2-#8 INSULATED STRANDED \,_}_,} COPPER CONDUCTORS AND 1-#B SOLID COPPER CONDUCTOR WITH THE FOLLOWING COLORS PER CIRCUIT . "A", "B" & "H"-PURPLE & ORANGE , "C", "D" & "F" -RED & BLA.CK, "E", "G" & "J" -BLUE AND YELLOW. 0 FURNISH AND INSTALL #3 1 /2F CONCRETE PULL BOX PER CNB STD-204-L AND STD-205-L. WHERE 5 OR MORE CONDUITS TERMINATE IN A PULL BOX, A #5F CONCRETE PULL BOX SHALL BE INSTALLED. INSTALL AT A LOCATION APPROVED BY THE CITY'S REPRESENTATIVE. 0 PROTECT IN PLACE ALL EXISTING LIGHTING POLES, CONDUIT AND PULL BOXES. ANY REMOVALS AND ABANDONMENT'S SHALL BE AFTER ACTIVATION OF NEW LIGHTING SYSTEMS. 0 FURNISH AND INSTALL 14' CONCRETE STANDARD (AMERON-AEGEAN 21CT13513) WITH CONTRACTOR FURNISHED AND INSTALLED 50 WATT, 240 VOLT H.P.S. TYPE II PRISMATIC ACORN LUMINAIRE W/PHOTO ELECTRIC CELL, AND ENCLOSED BALLAST. FURNISH AND INSTALL DOUBLE FUSE HOLDER W/5 AMP FUSES IN ADJACENT PULL BOX. INSTALL ON NEW FOUNDATION PER CNB STD-202-L-B. INSTALL AT A LOCATION APPROVED BY THE CITY'S REPRESEN TATIVE. ® FURNISH AND INSTALL 10' CONCRETE STANDARD (AMERON-DELPHI 22CT10513) WITH CONTRAC TOR FURNISHED AND INSTALLED 50 WATT, 240 VOLT H.P.S. TYPE II PRISMATIC ACORN LUMINAIRE W/PHOTO ELECTRIC CELL, AND ENCLOSED BALLAST. FURNISH AND INSTALL DOUBLE FUSE HOLDER W/5 AMP FUSES IN ADJACENT PULL BOX. INSTALL ON NEW FOUNDATION PER CNB STD-202-L-8. INSTALL AT A LOCATION APPROVED BY THE CITY'S REPRESE NTATIVE. @ INSTALL ALL NEW FOUNDATIONS AT A LOCATION DIRECTED BY THE CITY'S REPRESENTA1l VE TO AVOID CONFLICT WITH UNDERGROUND UTILITIES. @ REMOVE AND SALVAGE EXISTING STREET LIGHT POLE, WITH LUMINAIRE, OR SERVICE CABINET AND REMOVE FOUNDATION. FOR ADDITIONAL REMOVALS SEE DEMOLITION PLANS SHEETS 19-26. @ INSTALL NEW SERVICE CABINET (MYERS PRODUCT # MEUG20X-M100) WITH SINGLE METER AND 2 CIRCUIT BREAKERS, INSTALL ON A NEW FOUNDATION PER CNB STD -206-L. @ FURNISH AND INSTALL 4" CONDUIT WITH PULL ROPE FROM S,C.E. VAULT TO NEW SERVICE CABIN ET. COORDINATE WITH S.C,E, FOR INSTALLATION OF CONDUCTORS. @ FURNISH AND INSTALL TWO 4" PVC SCH 40 CONDUITS WITH PULL ROPE AND CAP THE ENDS. THESE CONDUITS ARE FOR FUTURE USE BY THE CITY. SAWCUT & REMOVE EXIST. AC OR PCC 3.00 MIN PAVEMENT 2.00' MIN (SIDEWALK) 4" AC/6"UB (PAVEMENT) 4" PCC/SAND (SIDEWALK) INSERT L.-----SELECT MATERIAL (SE=30) zz :, ~ ~ob ITT 0 NN 1.00' MIN oz U1 -·~ ':'.I_c,_ ____ ~_J '----STREET LIGHT CONDUIT ST REET LI GHT OPEN TRENCH DETAIL NTS Hillcrest Contracting, Inc. P.O. Box 1898 Corona, CA 92878-1898 SCALE BALBOA VILLAGE 1' = 20' PHASE 2 STREET LIGHTING PLAN DESIGNED DRAWN JA JA APP'D CHECKED DATE CITY OF NEWPORT BEACH R-5763-S PUBLIC WORKS DEPARTMENT SHEET55 OF 96 ,:;1 ___,,..--. --. / -~ ·-------~ 1£) \l) f--w w I <I) w w <I) w -z -__J 1 ' -~-r_L--~ ~-=-·=::i::i::,;::,1,=::-'.=::::=:J:-:;.:]~------== ~+-- AFA File: 457.006 L!GHTS-P2B.DWG 9:28 AM 06/19/02 ("'"°'"! , ",;;>;,'J__..' l rj r--- r~--- ,/'"'" MATCH LINE SEE SHEET 59 ~ ,, a I 1-H.' . ~ ,, '• I ~ i '• '• I cf ~ I, i \ I ·······-i I SAWCUT & REMOVE EXIST. AC OR PCC 3.00' MIN (PAVEMENT 2.00' MIN (SIDEWA.LK) 4" AC/6"UB (PAVEMENT) 4" PCC/SAND (SlDEWALK) INSERT J,..-----SELECT MATERIAL (SE~30) 1.00' MIN oz l{) -ci :::e ~--STREET LIGHT CONDUIT STREET LIGHT OPEN TRENCH DETAIL ,NTS ----+-,·"--,/ . L .. ,. MATCH LINE SEE SHEET 58 0 I Io • ~ • • : I • I ! i! ii ,---, : ,,_ __ ,' r, ~<..-,..... -+' ... ! ! I • (.) ' () + CTj ------- I 0 I = I ---. ·-1--·-- ~+=-le~-,..,;;z:__~. ---- r' --_-_-•'-••··········~---•·•·~-~"~·•'·~----------------i:··· <~" -------±:;,------····S ,,,- -~~--- 1 . \ J i1 J I / / . ' ' Y't-rV'~ J,.,,,-( I l ''! -------------- 13 SC a Q-o---0 0--o-D IESEl ------- LEGEND NEW PULL BOX SEE CONSTRUCTION NOTES®@ EXISTING PULL BOX SEE CONSTRUCTION NOTES 0 NEW POLE AND TOP MOUN TED LUM!NAIRE SEE CONSTRUCTION NOTEs©©0 NEW POLE AND MAST ARM LUMINAIRE(S), SEE CONSTRUCTION NOTES 0© EXISTING POL E AND MAST ARM LUMINAIRE(S), SEE CONSTRUCT ION NOTES 0 EXISTING POLE AND TOP MOUNTED LUMJNAIRE SEE CONSTRUCTION NOTE 0 EXISTING SERVICE POINT AND CABINET NEW 1-1/4" PVC CONDUJT, SEE CONSTRUCTJON NOTE 0 EXISTING 1-1 /4" PVC CONDUiT, SEE CONSTRUCTION NOTES 0 -STREET LIGHT NUMBER © _CONSTRUCTION NOTE NUMBER ~__..LIGHTING CIRCUIT DESJGNATJON @ INST ALL PULL BOX IN EXJSTJNG CONDUIT RUN @ INST ALL CONDUIT IN EXISTING PULL BOX @ SPLICE NEW TO EXISTING CONDUCTORS CONSTRUCTION NOTES 0 ' f<'I FURNISH AND JNSTALL 1-1/4" PVC CONDUJT, MIN. DEPTH OF 18", W/ 2-#8 INSULATED STRANDED V COPPER CONDUCTORS AND 1-#8 SOLID COPPER CONDUCTOR WITH THE FOLLOWING COLORS PER CJRCUJT . "A", "B" & "H"-PURPLE & ORANGE , "C'', "D" & "F" -RED & BLACK, "E", "G" & "J" -BLUE AND YELLOW. Q EXISTING 1-1 /4" CONDUIT WITH 2-#6 JNSULATED STRANDED COPPER CONDUCTORS AND 2-#8 \:.Y INSULATED STRANDED COPPER CONDUCTORS AND 1-#8 SOLID COPPER CONDUCTOR. SPLJCE INTO THE 2-#6 WIRES FOR CJRCUIT "J" LIGHTS WITH BLUE & YELLOW #8 WIRES. THE #8 WIR ES SHALL BE PROTECTED IN PLACL @ INSTALL IN EXJSTING 1-1/4" CONDUIT 2-#8 INSULATED STRANDED COPPER CONDUCTORS (B LUE & Yl:LLOW) AND 1-#8 SOLID COPPER CONDUCTOR. @ EXISTING 1-1/4" CONDUIT WITH AND 2-#8 INSULATED STRANDED COPPER CONDUCTORS AND 1-#8 SOLJD COPPER CONDUCTOR. PROTECT IN PLACE . 0 FURNISH AND INSTALL #3 1 /2F CONCRETE PULL BOX PER CNB STD-204-L AND STD -205-L. WHERE 5 OR MORE CONDUITS TERMJNAT E IN A PU LL BOX, A #5F CONCRETE PULL BOX SHI\LL BE INSTALLED. INST ALL AT A LOCATJON APPROVED BY THE CJTY'S REPRESUH ATIVE. f4'I PROTECT IN PLACE ALL EXISTING LIGHTING POLES, CONDUJT AND PULL BOXES. ANY REMOVALS v AND ABANDONMENT'S SHALL BE AFTER ACTIVATION OF NEW LIGHTING SYSTEMS. 0 FURNISH AND INSTALL 14' CONCRETE STANDARD (AMERON-AEGEAN 21CT13513) WJTH CONTRACTOR FURNISHED AND INSTALLED 50 WATT, 240 VO LT H.P.S. TYPE ll PRISMATIC ACORN LUMINAIRE W/PHOTO ELECTRIC CELL, AND ENCLOSED BALLAST . FURNISH AND INSTALL DOUBLE FUSE HOLDER W/5 AMP FUSES IN ADJACENT PULL BOX. INSTALL ON NEW FOUNDATION PER CNB STD-202-L-B. INSTALL AT A LOCATION APPROVED BY THE CJTY'S REPRESENTATIVE. 0 FURNISH AND INSTALL 10' CONCRETE STANDARD (AMERON-DELPHI 22CT10513) WITH CONTRACTOR FURNJSHED AND INSTALLED 50 WATT, 240 VOLT H.P .S. TYPE 11 PRISMATIC ACORN LUMINAIRE W/PHOTO ELECTRIC CELL, AND ENCLOSED BALLAST. FURNISH AND INST ALL DOUBLE FUSE HOLDER W/5 AMP FUSES IN ADJACENT PU LL BOX. INSTALL ON NEW FOUNDI\TION PER CNB STD-202-L-B. INSTALL AT A LOC ATION APPROVED BY THE CITY'S REPRESENTATIVE. ® INST ALL ALL NEW FOUNDATIONS AT A LOCATION DIRECTED BY THE en Y'S REPRESENTATIVE TO AVOID cor~FLICT WITH UNDERGROUND UTJLJTIES. @ REMOVE EXISTJNG #3 1 /2F PULL BOX AND INST ALL NEW #SF PULL BOX. @ FURNISH AND INSTALL 26' CONCRETE STANDARD WITH DUAL BRACKET ARMS PER CNB STD-201-L. WITH CONTRACTOR FURNISHED ANO INSTALLED 200 WATT, 240 VOLT H.P.S. CUTOFF LUMINAlRE WI TH ENCLOSED REGULA TOR TYPE BALLAST PHOTO ELECTRIC CELL RECEPTACLE, CHARCOAL FILTERED OPTICAL ASSEMBLY, AND TYPE III DISTRIBUTION. FURNISH AND JNSTALL DOUBLE FUSE HOLDER W/5 AMP FUSES IN ADJACENT PULL BOX. EACH LUMINAIRE WJLL HAVE !TS OWN DOUBLE FUSE HOLDER AND WIRE PAIRS UP THE POLE. TAPE SHALL BE USED ON THE CONDUCTORS AND ON EACH SIDE OF THE FUSE HOLDERS TO DISTINGUISH ONE LUMINAJRE FROM THE OTHER LUM INAIRE. INSTALL AT A LOCATION APPROVED BY THE CITY'S REPRESENTATIVE. @ FURNISH AND INSTALL 213' CONCRETE STANDARD WITH SINGLE BRACKET ARM PER CNB STD-201-L . WITH CONTRACTOR FURNISHED AND INSTALLED 200 WATT, 240 VOLT H.P.S. CUTOFF LUMINAJRE WITH ENCLOSED RE GU LAT OR TYPE BALLAST PHOTO ELECTRJC CELL RECEPTACLE, CHARCOAL FILTERED OPTICAL ASSDABLY, AND TYPE Ill DISTRIBUTION. FURNISH AND INSTALL DOUB LE FUSE HOLDER W/5 AMP f'USES IN ADJACENT PULL BOX. AT A LOCATION APPROVED BY THE CITY'S REPRESENTATIVE. @ FURNISH AND INST ALL TWO 4" PVC SCH 40 CONDUITS WITH PULL ROPE AND CAP THE ENDS. THESE CONDUITS ARE FOR FUTURE USE BY THE CITY. 0 FURNISH AND lNSTALL 4" PVC SCH 40 CONDUIT WITH PULL ROPE FROM S,C,E. VAULT TO LOCATION SHOWN AND CAP THE END. THI'.3 CONDUIT JS FOR FUTURE SERViCE RUN FOR THE CHY. SCALE AS BU!lT' Hillcrest Contracting, Inc. P.O. Box 1898 Gorena, CA 92878-1898 ~,.. • CITY OF NEWPORT BEACH .., j A us TIN-FOUST Ass OCIA TE~ INC. 1--T_H_I S-PL_A_N_J_S_S_IG_N_E_D_B_Y_T_H_E_C_I_TY_O_F -N-Ev\_/P_O_R_T -B-EA_C_H_F_O_R---lt------t---+----------~-+-------1 1' = 20' BALBOA VILLAGE TRATTIC £NG/NCCRING AND TRANSPORTATION PlANN/N CONCEPT AND ADHERENCE TO THE CiTY STANDARDS AND REQUIREMENTS ONLY. THE CITY JS NOT RESPONSIBLE FOR DESIGN ASS PTIONS AND A CURACY. I APPROVED k_~tf/f.itJ:J,_~~~-t22.0<1! R.E. NO. OATE BY DESCRIPTION REVISIONS PHASE 2 STREET LIGHTING PLAN DESIGNED DRAWN JA JA APF>'D CHECKED DATE CI TY OF NEWPORT BEACH R-5763-S PUBLIC WORKS DEPARTMENT SH EET56 OF 96 f _,/ / 18 = i / / I 115\ ~ l 1" ···,·---,,---,-,--,---,-~~-"--.::;:::=cc:·:.:.:···-::-· I MATCH LINE SEE SHEET 58 ' ' I ' -----· .. j I ' ' CB I ' ' : i r --. . ' I i ,----- 1B\---------r: ' 20 14 J i ' ----1,, ·--~ .-~ ---jf _J ' ' i I ' ' : .\ -·"···· ·-·~""' I ' D-o4J D-o4J LEGEND NEW PULL BOX SEE CONSTRUCTION NOTES 00 EXISTING PULL BOX '3EE CONSTRUCTION NOTES 0 NEW POLE AND TOP MOUNTED LUMINAIRE SEE CONSTRUCTION NOTES ® 0 ® NEW LUMINAIRE ON EXISTING POLE SEE CONSTRUCTION NOTE @ NEW POLE AND MAST ARM LUMINAIRE(S), SEE CONSTRUCTION NOTES 0© EXISTING POLE AND MAST ARM LUMINAIRE(S), SEE CONSTRUCTION NOTES 0 EXISTING POLE AND TOP MOUNTED LUMINAIRE SEE CONSTRUCTION NOTE 0 IESll EXIS TING SERVICE POINT AND CABINET ------ ------- NEW 1-1/4" PVC CONDUIT, SEE CONSTRUCTION NOTE CD EXISTING 1-1 /4" PVC CONDUIT, SEE CONSTRUCTION NOTES STREET LIGHT ~!UMBER CONSTRUCTION NOTE NUMBER LIGHTING CIRCUIT DESIGNATION @ INSTALL PULL BOX Ii~ EXISTING CONDUIT RUN @ INSTALL CONDUIT IN EXISTING PULL BOX @ SPLICE NEW TO EXISTING CONDUCTORS CONSTRUCTION NOTES 00 CD FURNISH AND INSTALL 1-1/4" PVC CONDUIT, MIN . DEPTH OF 18", W/ 2-#8 INSULATED STRANDED COPPER CONDUCTORS AND 1-#8 SOLID COPPER CONDUCTOR WITH THE FOLLOWING COLORS PER CIRCUIT. "A·, "B" & "H"-PURPLE & ORANGE, "c", "D" & "F" -RED & BLACK. "E", "G" & "J" -BLUE AND YELLOW. G, INSTALL IN EXISTING 1-1/4" CONDU IT 2-#8 INSULATED STRANDED COPPER ~ CONDUCTORS (BLUE & YELLOW) AND 1-#B SOLID COPPER CONDUCTOR. 0 FURNISH AND INSTALL #3 1/2F CONCRETE PULL BOX PER CNB STD-204-L AND STD-205-L. WHERE 5 OR MORE CONDUITS TERMINATE IN A PULL BOX, A #5F CONCRETE PULL BOX SHALL BE INSTALLED. INSTALL AT A LOCATION APPROVED BY JHE CITY'S REPRESENTATIVE. 0 PROTECT IN PLACE ALL EXISTING LIGHTING POLES, CONDUIT AND PULL BOXES. ANY REMOVALS AND ABANDONMENT'S SHALL BE AFTER ACTIVATION OF NEW LIGHTING SYSTEMS. rc:'\ FURNISH AND INSTALL 10' CONCRETE STANDARD (AMERON-DELPHI 22CT10513) V WITH CONTRACTOR FURNISHED AND INSTALLED 50 WATT, 240 VOLT H.P.S. TYPE 11 PRISMATIC ACORN LUMINAIRE W/PHOTO ELECTRIC CELL, AND ENCLOSED BALLAST. FURNISH AND INSTALL DOUBLE FUSE HOLDER W/5 AMP FUSES IN ADJACENT PULL BOX . INSTALL ON NEW FOUNDATION PER CNB STD-202-L-B. INSTALL AT A LOCATION APPROVED BY THE CITY'S REPRESEINTATII/E. @ INSTALL ALL NEW FOUNDATIONS AT A LOCATION DIRECTED BY THE CITY'S REPRESENTATIVE TO AVOID CONFLICT WITH UNDERGROUND UTILITIES. @ REMOVE GROUT, SLANT DRILL FOUNDATION FOR 1" PVC CONDUIT THEN REPLACE GROUT. INSTALL NEW CONDUCTORS FROM PULL BOX. ON EXIST. POLE FURNISH AND INSTALL 240 V. H.P.S. CUTOFF LUMINAIRE (70 WATT LAMP) WITH ENCLOSED REGULATOR TYPE BALLAST PHOTO ELECTRIC CELL RECPTACLE, CHARCOAL FILTERED OPTICAL .l\SSEMBLY. AND TYPE Ill DISTRIBUTION. G.E. M250 A2 REMOVABLE POWER MODULE DOOR LUMINAIRE CUT OFF OPTICS OR APPROVED EQUAL. FURNISH AND INSTALL DOUBLE FUSE HOLDER W/5 AMP FUSES !N ADJACENT PULL BOX. SAWCUT & REMOVE EXIST. AC OR PCC 3.00 MIN \PAVEMENT J 2.00' MIN (SIDEWALK) v-4" AC/6"UB (PAVEMENT) 4" PCC/SAND (SIDEWALK) --~---------r INSERT f----------- -r=-10'---~-----~-~ z 'y_ w_J ~~ l'-w ~Cl o._ (/] ~~ 2Z :::;; ::;; ~ob 1!')0 NN Oz "1 ci ::, .J.-----SELECT MATERIAL ~/ (SE=30) 1.00' MIN l 1 \ \ ___ STREET LIGHT CONDUIT STREET LIGHT OPEN TRENCH DET All.. NTS Hillcrest Contracting, Inc. P.O. Box 1898 .Qorooa. CA 9.2878-1800 ~'11,iJ<tSSI0,,~ /2"~-;~nFESs,~'"',, rt(j I CITY OF NEWPORT BEACH § \~A~1'% /4~1/~ ~,.'\.,,;\ ~ AUSTIN-FOUST ASSOCIATES., INC,1-------------------r--,-r----------,-, .:? ~ t-, ~ II ij(; JOE E. FOUST 1)t, \. ..., ... THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR SCALE 1" = 20' BALBOA VILLAGE c.o ::;/ No. o \'.:;:\ "' -TRArr1c ENGINEERING ANO TRANSPORTATION PLANNtNC CONCEPT AND ADHERENCE TO THE CITY STANDARDS AND -~ :$ 22863 z "' I No. 20258 I 2020 NORTH TUSTIN AVENUE ANTA ANA, CALIFORNIA 92705-7827 REQU IREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR * * \1t\E,p,9-30-~/" j T'~LE_ HONE (~14 ~67 049 FAX (714) 667-7952 DESIGN ASSU)i/PTIONS AND ACCURACY. DESIGNED DRAWN JA JA APP'D CHECKED DATE PHASE 2 STREET LIGI-ITING PLAN .J';; C/V\\, $ " _-.:;: /, 1 '.".}-#'~~~;iii~~~~~~~~~~;==::, ,'), AM.4 J. I j /. . /. DATE BY DESCRIPTION R S7 '-1tt 0FCA\..I~()"'' \~"},,,,.,EIV!_S.~~,,_-.'.' .. ✓ 'oATE: G-:z 6 -0 'l... APPROVED • ''· ,av/f"l'I ' C22.045 6/2?;p2-CITY OF NEWPORT BEACH -63-S '-.,' or c~c1' 1/, c::~L , . ", RCE ~ EXPIRE 9 3D 05 TRAFFIC ENGINEER R.t. NO . 1 DATE REVlclONS ' 5 l..!!:~~~~~~;;;!~~;;:....;~.:..!~~~-----------------------------.:;;;=::-----.:';:;~~~ .. ;;;~~~:;_ __ .J.•J;/,;,AN~l~Pe<~..;-J!;_,;:;!71:;,::N:;;;o~E~'R:f:S~'""";Q.:;.J 2'.;,tJ•8~6:.J3i.... .. /~;c.i;.;;,i-3~/:;;-~o:.="'::.-_________ ....J1.... ______________ ,;;.,..~-------L--------.;.;,;;,;,;,;;"';.;;,::,;;.. _______ ....J ____ ...J. ____ .J.._.:P_::U::;:B_;;;Ll,::c_w:,::O;:,:R:_:K'..: DEPARTMENT SHEET 7 OF 96 AFA FTie: 457.006 LIGHTS P2C.DVIG 9:59 AM 06/19/02 ~------"""'------.11 . I -------------------------------------------------- MATCH LINE SEE SHEET 56 I l I / / AFA FIie: 457.006 LIGHTS-P2E.DWG 10:02 AM 06/19/'-=0=-2 _______ ----------------- --------- 2 9 F 5 BLVD .. _J 7 I I I / i i l r zz ::;c ::;c ~oa LOO NN SAWCUT & REMOVE EXIST. AC OR PCC 3.00 MIN PAVEMENT 2.00' MIN (SIDEWALK) 4" AC/6"UB (PAVEMENT) 4" PCC/SAND (SIDEWALK) IN SERT L-------SELECT MATERIAL (SE=30) 1.00' MIN □z LO -ci ::;, _L ~--STREET LIGH T CONDUIT STREET LIGHT OPEN TRENCH DETAIL NTS MATCH LINE SEE SHEET 57 CITY OF NEWPORT BEACH l j ' / I / I / • • I l • THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO THE CITY STANDARDS AND REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR DESIGN AS:??:: AND ACCURACY. APPROVED~~~ C2.2045' .G,/2 7/42.- TRAFFIC ENGINEER R.E. NO. I DATE DA1E BY Ci a Q--o-0 Q--o-0 !ESB LEGEND NEW PULL BOX SEE CONSTRUCTION NOTES 0@ EXISTING PULL BOX '.3EE CONSTRUCTION NOTES 0 NEW POLE AND TOP MOUNTED LUMINAIRE SEE CONSTRUCTION NOTES ® 0 ® NEW LUMINAIRE ON EXISTING POLE SEE CONSTRUCTION NOTE @ NEW POLE AND MAST ARM LUMINAIRE(S), SEE CONSTRUCTION NOTES 00 EXISTING POLE AND MAST ARM LUMINAIRE(S), SEE CONSTRUCTION NOTES 0 EXISTING POLE AND TOP MOUNTED LUMINAIRE SEE CONSTRUCTION NOTE 0 EXISTING SERVICE POINT AND CABINET NEW 1-1/4" PVC CONDUIT, SEE CONSTRUCTION NOTE 0 EXISTING 1-1 /4" PVC CONDUIT, SEE CONSTRUCTION NOTES 0 0 STREET LIGHT NUMBER CONSTRUCTION NOTE NUMBER UGHTING CIRCUIT DESIGNATION INSTALL PULL BOX I!~ EXISTING CONDUIT RUN INSTALL CONDUIT IN EXISTING PULL BOX SPLICE NEW TO EXISTING CONDUCTORS CONNECT NEW AND EXISTING CONDUIT. REMOVE EXISTING CONDUCTORS AND INSTALL CONDUCTORS AS INDICATED. ABANDON □, REMOVE CONDUCTORS CONSTRUCTION NOTES 0 FURNISH AND INS TALL 1-1/4" PVC CONDUIT, MIN. DEPTH OF 18", W/ 2-#8 INSULATED STRANDED COPPER CONDUCTORS AND 1-#8 SOLID COPPER CONDUCTOR WITH THE FOLLOWING COLORS PER CIRCUIT. "A", "B" & "H"--PURPLE & ORANGE, "C", "D" & "F" -RED & BLACK, "E", "G" & "J'' -BLUE AND YELLOW. @ INSTALL IN EXISTING 1-1 /4" PVC CONDUIT, 4-#8 INSULATED STRANDED COPPER CONDUCTORS AND 1-#8 SOLID COPPER CONDUCTOR WTH THE FOLLOWING COLORS PER CIRCUI T. "H"(PHASE Ill BALBOA BLVD .) -PURPLE & ORANGE. "F" -RED & BLACK. @ FURNISH AND INSTALL 1-1/4" PVC CONDUIT, W/ 4-#8 INSULATED STRANDED COPPER CONDUCTORS AND 1-#8 SOLID COPPER CONDUCTOR WTH THE FOLLOWING COLORS PER CIRCUIT. "H"(PHASE Ill BALBOA BLVD.) -PURPLE & ORANGE, "F" -RED & BLACK. . 0 FURNISH AND INSTALL #3 1/2F CONCRETE PULL BOX PER CNB STD-2D4-L AND STD--205-L. WHERE 5 OR MORE CONDUITS TERMINATE IN A PULL BOX, A #5F CONCRETE PULL BOX SHALL BE INSTALLED. INSTALL AT A LOCATION APPROVED BY THE CITY'S REPRESENTATIVE. 0 PROTECT IN PLACE ALL EXISTING LIGHTING POLES, CONDUIT AND PULL BOXES. ANY REMOVALS AND ABANDONMENT'S SHALL BE Al0TER ACTIVATION OF NEW LIGHTING SYSTEMS . 0 FURNISH AND INSTALL 14' CONCRETE STANDARD (AM ERON-AEGEAN 21CT13513) WITH CONTRACTOR FURNISHED AND INSTALLED 50 WATT, 240 VOLT H.P.S. TYPE 11 PRISMATIC ACORN LUMINAIRE W/PHOTO ELECTRIC CELL, AND ENCLOSED BALLAST. FURNISH AND INSTALL DOUBLE FUSE HOLDER W/5 AMP FUSES IN ADJACENT PULL BOX. INSTALL ON NEW FOUNDATION PER CNB STD-202-L-B. INSTALL AT A LOCATION APPROVED BY THE CITY'S REPRESF:NTA TIVE. ® FURNISH AND INSTALL 10' CONCRETE STANDARD (AMERON -DELPHI 22CT10513) WITH CONTRACTOR FURNISHED ANC, INSTALLED 50 WATT, 240 VOLT H.P.S. TYPE II ; PRISMATIC ACORN LUMINAIRE W/PHOTO ELECTRIC CELL, AND ENCLOSED BALLAST. FURNISH AND INSTALL DOUBLE FUSE HOLDER W/5 AMP FUSES IN ADJACENT PULL BOX. INSTALL ON NEW FOUNDATION PER CNB STD-202-L-B. INSTALL AT A LOCATION APPROVED BY THE CITY'S REPRESENTATIVE. ® INSTALL ALL NEW FOUNDATIONS AT A LOCATION DIRECTED BY THE CITY'S REPRESEN TA TIVE TO AVOID CONF LI CT WITH UNDERGROUND UTILITIES. M REMOVE GROUT, SLANT DRILL FOUIWATION FOR 1" PVC CONDUIT THEN REPLACE GROU T. INSTALL NEW CONDUCTORS l.c.2/ FROM PULL BOX. ON EXIST. POLE FURNISH AND INSTALL 240 V. H.P.S. CUTOFF LUMIN/1IRE (70 WATT LAMP) WITH ENCLOSED REGULA TOR TYPE BALLAST PHOTO ELECTRIC CELL RECPTACLE, CHARCOAL FIL TE RED OPTICAL ASSEMBLY, AND TYPE Ill DISTRIBUTION. G.E. M250 A2 REMOVABLE POWER MODULE DOOR LUMINAll,E CUT OFF OPTICS OR APPROVED EQUAL. FURNISH AND INSTALL DOUBLE FUSE HOLDER W/5 AMP FUSES IN ADJACENT PULL BOX. / @ REMOVE AND SALVAGE EXISTING STREET LIGHT POLE, WITH LUMINAIRE. OR SERVICE CABINET AND REMOVE FOUNDATION. FOR ADDITIONAL REMOVALS SEE DEMOLITION PLANS SHEETS 19 -26. @ REMOVE EXISTING POLE AND FOUNDATION, INSTALL NEW FOUNDATION (CNB STD -200-L) AND REINSTALL EXISTING POLE ON THE NEW FOUNDATION. INSTALL NEW CONDUCTORS FROM NEW PULL BOX. ON EXIST. POLE FURNISH AND INSTALL 240 V. H.P.S. CUTOFF LUM INAIRE (70 WATT LAMP) WITH ENCLOSED REGULATOR TYPE BALLAST PHOTO ELECTRIC C[LL RECPTACLE, CHARCOAL FILTERED OPTICAL ASSEMBLY, AND TYPE 111 DISTRIBUTION. G.E. M250 A2 REMOVABLE POWER MODULE DOOR LUMINAIRE OUT OFF OPTICS OR APPROVED EQUAL. FURNISH AND INSTALL DOUBLE FUSE HOLDER W/5 AMP FUSES IN ADJACENT f'ULL BOX. ' SCALE 1· = DESIGNED JA DESCRIPTION A0 P'D CHECKED REVISIONS 20' DRAWN JA DATE AS BUILT Hillc:res1 Contracting, Jnc. P.0, Sox 1898 !I Comna, CA 92878•18t!a . BALBOA VILLAGE PHASE 2 STREET LIGHTING PLAN CITY OF NEWPORT BEACH R-5763-s PUBLIC WORKS DEPARTMENT SHEET58 OF 96 / MATCH LINE SEE SHEET 55 i!Ji I/ I, If /2 '1 I ' • I I ! /; , I 'I J'i f . r I I I f # r------------ , --- ------------------------ ' l I ---------------- //.------------------, CS"/ /. '!l'OfESS/oN4 '" ~,. : ,,~c t ~ or'/4, ..r J I -------- I I -------- '~ ("··--; L i I i ' l I l i / INC. ; i ;f -------- 1F 14 I 0 0 CITY OF NEWPORT BEACH l / l ! I I / l j I l ' I I / / I l l l I w w en w z :::J I ;::: <( ::. Cl a D-o--0 Q-o-0 IESil LEGEND NEW PULL BOX SEE CONSTRUCTION NOTES 0 0 EXISTING PULL BOX SEE CONSTRUCTION NOTES 0 NEW POLE AND TOP MOUNTED LUMINAIRE SEE CONSTRUCTION NOTES 0 0 ® NEW LUMINAIRE ON [XISTING POLE SEE CONSTRUCTION NOTE @ NEW POLE AND MAST ARM LUMINAIRE(S), SEE CONSTRUCTION NOTES 00 EXISTING POLE ANO \AAST ARM LUMINAIRE(S), SEE CONSTRUCTION NOTES 0 EXISTING POLE AND TOP MOUNTED LUMINAIRE SEE CONSTRUCTION NOTE 0 EXISTING SERVICE POINT AND CABINET NEW 1-1/4" PVC CONDUIT, SEE CONSTRUCTION NOTE 0 EXISTING 1-1/4" PVC CONDUIT, SEE CONSTRUCTION NOTES ® 0 STREET LIGHT NUMBE:R ~CONSTRUC"TlON NOTE NUMBER ~LIGHTING CIRCUIT DESIGNATION @ INSTALL PULL BOX II~ EXISTING CONDUIT RUN @ INSTALL CONDUIT IN EXISTING PULL BOX @ SPLICE NEW TO EXISTING CONDUCTORS CONSTRUCTION NOTES 0 FURNISH AND INSTALL 1-1/4" PVC CONDUIT, MIN. DEPTH OF 18", W/ 2-#B INSULATED STRANDED COPPER CONDUCTORS AND 1-#B SOLID COPPER CONDUCTOR WITH THE FOLLOWING COLORS PER CIRCUIT. "A", "B" & "H"-PURPLE & ORANGE, "C", "D" & "F" -RED & BLACK, "E", "G" & "J" -BLUE AND YELLOW. @ FURNISH NiD INSTALL 1-1/4" PVC CONDUIT, MIN. DEPTH OF 18", W/ 2-#8 INSULATED STRANDED COPPER CONDUCTORS (EILUE AND YELLOW) AND 1-#8 SOLID COPPER CONDUCTOR FOR PHASE 111 CIRCUIT "G'. EXTEND CONDUCTORS TO EXIST. POLES AND SERVlCE CABINET. @INSTALL IN EX ISTING 1-1/4" PVC CONDUIT, 4-#8 INSULATED STRANDED COPPER CONDUCTORS AND 1-#8 SOLID COPPER CONDUCTOR WITH THE FOLLOWINC COLORS PER CIRCUIT. "H"(PHASE 111 BALBOA BLVD.) -PURPLE & ORANGE, "F" -RED & BLACK. 0 FURNISH AND INSTALL 1-1/4" PVC CONDUIT, W/ 4-#8 INSULATED STRANDED COPPER CONDUCTORS AND 1-#8 SOLID COPPER CONDUCTOR WITH THE FOLLOWING COLORS PER CIRCUIT. "H"(PHASE 11 1 BALBOA BLVD.) -PURPLE & ORANGE, "F" -RED & BLACK. 0 FURNISH AND INSTALL #3 1 /2F CONCRETE PULL BOX PER CNB STD-204-L AND STD-205-L. WHERE 5 OR MORE CONDUITS TERMINATE IN A PULL BOX, A #5F CONCRETE PULL BOX SHALL BE INSTALL ED. INSTALL AT A LOCATION APPROVED BY THE CITY'S REPRESENTATIVE. 0 PROTECT IN PLACE ALL EXISTING LIGHTING POLES, CONDUIT AND PULL BOXES. ANY REMOVALS AND ABANDONMENT'S SHALL BE AFTER ACTIVATION OF NEW LIGHTING SYSTEMS. 0 FURNISH AND INSTALL 14' CONCRE1E STANDARD (AMERON-AEGEAN 21CT13513) WITH CONTRACTOR FURNISHED AND INSTALLED 50 WATT, 240 VOLT H.P.S. TYPE II PR ISMATIC ACORN LUM iNAIRE W/PHOTO ELECTRIC CELL, AND ENCLOSED BALLAST. FURNISH AND INSTALL DOUBLE FUSI: HOLDER W/5 AMP FUSES IN ADJACENT PU LL BOX. INSTALL ON NEW FOUNDATION PER CNB STD-202-L-B. INSTALL AT A LOCATION APPROVED BY THE CITY'S REPRESEl~TATIVE. @ INSTALL ALL NEW FOUNDATIONS AT A LOCATION DIRECTED BY THE CITY'S REPRESENTATIVE TO AVOID CONFLICT WITH UNDERGROUND UTILITIES. 8 REMOVE GROUT, SLANT DRILL FOUNDATION FOR 1'' PVC CONDUIT THEN REPLACE GROUT. INSTALL NEW CONDUCTORS FROM PULL BOX. ON EXIST. POLE FURNISH AND INSTALL 240 V. H.P.S. CUTOFF LUMINAIRE (70 WATT LAMP) WITH ENCLOSED REGULATOR TYPE BALLAST PHOTO ELEC TRIC CELL RECPTACLE, CHARCOAL Fil TERED OPTICAL ASSEMBLY, AND TYPE Ill DISTRIBUT!ON. G.E. M250 A2 REMOVABLE POWER MODULE DOOR LUMINAIRE CUT OFF OPTICS OR APPROVED EQUAL. FURNISH AND li~STALL DOUBLE FUSE HOLDER W/5 AMP FUSES IN AD JACENT PULL BOX. SAWCUT & REMOVE EXIST. AC OR PCC 00 MIN PAVEMENT oo· MIN (SIDEWALK) r :E~------.--------z _, 4" AC/6"UB (PAVEMENT) 4" PCC/SAND (SIDEWALK) INSERT w<( ::;; 3: Is' w ~~ _v----SELECT MATERIAL (SE=30) zz :::e ::. -□o "'0 p.j N Oz "' -o::e 1.00' MIN STREET LIGHT CONDUIT STREET LIGHT OPEN TRENCH DETAIL H. ,1, .. r~" , 1 NTS , .~ ...,w,"' .... ~1,1g, nc. P.O. Box 1 ti98 Comna, CA 92878-1BQ6 SCALE BALBOA VILLAGE 1" = 20' .~ ~ 2:1863 -"" No. 20258 !! 2020 NORTH TUSTIN AVENUE SANTA ANA, CALIFORNIA 92705-7827 REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR DESIGNED DRAWN *J'.· CN\\.. .,,~* \-l' ~.9-30-05 ,,,_~ TELEl::90NE (7142,..}367~✓ ---FAX (714) 667-7952 DESIGN AS~PTiONS AND A(fURACY. JA JA PHASE 2 STREET LIGHTING PLAN "i'tro,,c•.·\~,,11:,~'' \"' "'*,. '~Q~-$'"// -G~ "fZ;_~_ -...__DATE· 6 -,;.,. 6'-P,-APPROVEDL-cuJ!Ylf:~ C!-ZZo4S '~~i 1-□-A_TE~-8Y~-----□E_s_cR_iPr_ro_N ____ ~A_P_P--1·o 1-c-H-EC-K-,D---+□-A_T_E ---1 CITY OF NEWPORT BEAC~,, R-5763-S ' R-~ ' o ~,,, '7 ___... J()£ E. Fi~T, RCE ~ EXPIRE 9 38 05 • ~ '--..;~!.!:!...~~;;..------------------------:::;;:::.. _____ --_-,:~;;;~;;;'~c ~~~-/ __ .,J;::f.;:;AM~~t,~·.,;...;271'.:,_. ,.:A:l_N~O~tf~"A'i::.S~,,~~::::Y~'Z.5,;7:~8~6~3;;!.._,::/,iJ.:.;;,;-;;~,l:.;;-;,:;o~j"':... ________ ...1, ______ r_R_A_F_F_Ic_E_N_GI_N_E_ER ____ R_.E_. _N_□_. ___ ;,.' _0,;_TE __ 1.... _______ ..;.R;;;E.:,V;;;IS:;,;IO;;:,N;,;S:..., _________ 1..., ____ J_ ____ J.......:P:;U::_:B~L;:;Ic:..,:w:o~R:_:K:,:S~D~EP::,;A::;R:,T~~:!1E;;_:N~T--l;S:'.:H~E;;;,ET~5~9:,_~0~F~9~6~ AFA Flie: 457.006 LIGHTS-P2D.DW':, 10: 01 AM 06/19/02 \ ~ 1" GROUT COVER ----------------- ~ -- :------:------ STAINLESS STEEL NUT POLE LUG FOUNDATION ,:::::· STAINLESS STEEL ~--~--------S_T_EfL NUT WASHERS <I• <1 <1 4 • • 4 .r::::i, I> ♦ • ~ ANCHOR BOLT INSTALL ANTI-SEIZE COMPOUND TO THREADS LEVELING DETAIL SEE "LEVELING DETAIL" HEREON ' "' ,:J SEQUOIA LIGHTING SYSTEMS CAT. # SLPT302D-05-S-2-H-1-P-2BX FOR 50 WATT H.P.S. LAMP OR SLPT302D-10-S-2-H-1-P-28X FOR 100 WATT H.P .S. LAMP ~POLE: 10' AMERON-DELPHI OR 14' AMERON-AEGEAN PER PLAN / NOTES: " . "<1 " IL_ --• ,/J 1. ALL BASES SHALL BE POURED TO 4" BELOW SIDEWALK GRADE. 2. THE AREA AROUND ALL STANDARDS SHALL BE FORMED AND POURED WITH GROUT TO EXTEND 5" ON EACH SIDE AND BACK OF STANDARD AND FROM BACK OF CURB TO FRONT OF STANDARD. GROUT SHALL BE POURED FROM TOP OF BASE TO SIDEWALK GRADE. GROUT SHALL CONSIST OF 2 PARTS SAND AND 1 PART CEMENT. 3. EACH POLE SHALL HAVE A PULL BOX. SEE STD. 205-l. 4. FUSE HOLDER SHALL BE LOCATED IN PULL BOX, SEE STD . 205-l. 5. ALL THREADED CONNECTIONS SHALL HAVE APPROVED ANTI-SEIZE COMPOUND. 6. WIRING FROM ADJACENT PULL BOX TO LUMINAIRE SHALL BE #12 AWG INSULATED STRANDED COPPER (NON- GROUNDED CONDUCTORS) AND #12 AWG SOLID COPPER GROUND. MATCH COLOR CODE OF CIRCUIT. DOOR FACES STREET VARIES CURB AND GUTTER --------------I 1 1/4" PVC CONDUIT 7TO PULL BOX STAINLESS STEEL WASHERS i 1" GROUT n COVER __ j_' ______________ _ 4. • _jSTAINLESS / jSTEEL NUT POLE LUG ANCHOR BOLT INSTALL ANTI-SEIZE COMPOUND TO THREADS LEVELING DETAIL ' I 5' O" MAX DOOR TO FACE STREET I I I -.. .._ '-I ,' • PULL BOX (PER CNB STD. 205) ' I I 1 I I I ' ' i4~)t ;;i.-;~~[~. ti~~ -~it~~ "' \__ 6" X 90° SWEEP ~ • ¾" CRUSHED ~I SLANT DR ILL FOUNDATION ~ ROCK BASE FOR 1 " PVC CON DU IT 'i:/ )----------__________ J EXIST. FOUNDATION 2' SQ. ELEVATION 3/4" X 18" X 4" GALVANIZED ANCHOR BOLTS PROJ. 3½" ABOVE TOP OF FOUNDATION ElOI. T CIRCLE SHAU.. BE PER POI.E MANUFACTIJRE'S SPECIFICATIONS DETAIL "A" -LIGHTING STANDARD CONST. NOTES 5,6,&9 NOT TO SCALE SEE CNB STD-201-L AND DETAIL "c" FOR CONST. NOTES 7,8 , 17&18 AFA File: 457.006 L-DET-SHT62.DWG 10:03 AM 06/19/02 Jj 1" GROUT COVER ----------------- r:: t;: ... \ ,----~~ ,--~-~- STAINLESS STEEL NUT POLE LUG FOUNDAT10N~ [},:::::: ~rr~l~~.E~J~ c\"4<.'\ ,<l ~ !'4. 4 II OI t 4 ANCHOR BOLT INSTALL ANTI-SEIZE COMPOUND TO THREADS LEVELING DETAIL SEE "LEVELING DETAIL" EXIST. GRADE DET AIL "B" EXISTING FOUNDATION / CONCRETE PO LE SEE CNB STD 201 -L / / DOOR TO FACE STREET OR SIDEWALK MODIFICA TION NOT TO SCALE / CONSTRUCT GROUT ---"--------'-L, '. ' ' <1. ,/J <I' ' ' • I ' ' I #4 CIRCLE @ 6" OR #4 SPIRAL @ 6" PITCH WITH 1'-6" LAP AT SPLICE 3' FOR ALL 26' CONCRETE STANDARDS SHOWN ON PLANS WIRING FROM ADJACENT PULL BOX TO LUMINAIRE SHALL BE #10 AWG INSULATED STRANDED COPPER (NON- GROUNDED CONDUCTORS) AND #10 AWG SOLID COPPER GROUND. MATCH COLOR CODE OF CIRCUIT. NEW 1¼" PVC CONDUIT NEW 1Y," PVC COND. INSTALLED AT A MIN. DEPTH OF 36" (TYP) INSTALL 4" PCC PAD NEW STREET LIGHT STANDARD NFW I h , FOUNDATION , I ' , 3' MIN . ' , "" 60" EXIST. EDGE OF SIDEWALK NEW PULL BOX #3½ FOR #SF PER SPECS DETAIL "D,, TYP ICAL INSTA LLATION ALONG OCEAN FRONT NOT TO SCALE VJ w 0,: 4: > THROUGH CONDUIT INSTALLED AT A MIN. DEPTH OF 18" (TYP) NEW STREET LIGHT STANDARD NEW I FOUNDATION I-------- NEW 1¼" PVC CONDUIT----::==::UL_ NEW PULL IJOX #3½ F OR #5F PER SPECS SEE DETAIL "F" FOR LOCATION IN PATTERN CONG. SIDEWALK GROUT 'BASIN' SEE NOTE 2 DETAIL "A" TOP OF CURB 5' MAX. NEW 1¼" PVC CONDUIT (TYP) FACE OF CURB AS SHOWN ON PLANS 1/2 DISTANCE FROM POLE ro BACK OF SIDEWALK (TYP) -~L~-BACK OF SID~ --W-AL-K~- DETAI L "E" TYF)ICAL INSTALLATION NOT TO SCALE NEW ~ STREET LIGHT STANDARD TOB, OF CURB NOT TO SCALE DETAIL "F" -TY PICAL INSTALLAT ION FOR PULL BOX IN PATTERN CONC . C-3333 AS BUILT' Hillcrest Contracting, Inc, P.O. Box 1898 Corona. CA 82878-18961 I ------- = -----·-----------------------------------------------------_ --= -- " I 1 ! -/1\l ""--",¾ l_/ l ll ( / ,/ \ --~,/ --"'"', 1D .r ;:--,-./ j f l I j " .! 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I lj i \i = j. ,:I -/ii= -- ----· 1 - \\ fl) '\::1 i---1 ' -t -·r ± ± ----¢--.. _ ...... r ·-· "''?' ---y--- 1 ·-i--·- __ , ... -·'--· ,,_, ..... -.. ± ~ ...... , --❖ ' j~~J~ Ii I \ : ~"' ~'"'--" '1 ,_.,~ .... , L,., ! l~ lk.=-----· BUS QETf>U~ i AW. ~ui:s IANP LARGE TRUCKS MUST USE WASHINGTON ST,,lk:--~I ... ! i I I I j j l \ \ \ -- [I ! i L . I [~ .. --- ~-=- ===t LEGEND tt DELlNEATOR T SIGN ~ FLASHING ARROW SIGN ·➔ DIRECTION OF TRAVEL TEMP. TYPE Ill BARRICADE AND SIGN "' .... -......... "' HIGH LEVEL WARNING DEVICE CONSTRUCTION AREA (THIS PHASE) POSTED PEDESTRIAN DETOUR POSTED BICYCLE/SKATERS DETOUR(POST BICYCLES MUST BE WALKED) MAINTAIN ACCESS FOR BUSINESS AND/OR RESIDENTS ! 21 PROVIDE PEDESTRIAN/BICYCLE/SKATERS ACCESS (MIN 6' CLEARANCE'S) PULL BACK WORK AREA TO ALLOW FOR OCTA BUSES TO COMPLETE TURN MOVEMENTS, CONSTRUCTION IN THE PULL BACK AREAS SHALL BE AT A TIME WHEN THERE ARE NO BUSES OR FLAGMEN PROVIDED TO ASSURE SAFE TURNING , IIUII TURNING TEMPLATE DETOUR GENERAL NOTES 1. ALL WORK AND MATERIALS SHALL COMPLY WITH THE "CALTRANS MANUAL OF TRAFFIC CONTROLS li'J CONS TRUCTION AND MAINTENANCE ZONES" , LATEST EDITION, 2, ALL STRIPING AND MARKINGS SHALL CONFORM TO THE "STATE OF CALIFORNIA, ST AND ARD PLANS AND SPECIFI CA TJONS" , INCLUDING ST AND ARD PLAN A-20, DETAILS, 3. ALL SIGNS SHALL BE REFLECTORIZED AND STANDARD SIZL 4, ALL TUBULA11 DELJNEATORS AND CONES SHALL BE 28" MINIMUM HEIGHT, REFLECTOR[ZED AND MAINT A!NED ERECT IN THE INDICATED POSITION AT ALL TIMES, AND SHALL 13E REPAIRED, REPLACED, OR CLEANED AS NECESSARY TO PRESERVE THEIR APPEARANCE AND CONTINUITY, AND SHALL INCLUDE A 12" HIGH INTENSITY REFLECTORIZED SLEEVE, IF USED DURING NIGHT-TIME HOURS. 5, THE CONTR/ICTOR SHALL MAJNT AIN, ON A CONTINUOUS BASIS, ALL SIGNS, DELINEATORS, BARRICADES, ETC,, TO ENSURE PROPER FLOW AND SAFETY OF TRAFFIC DURING CONSTRUCTION, 6. THE CONTRACTOR SHALL HAVE ALL SIGNS, DELINEATORS, BARRICADES, ETC,, PROPERLY Pl,ACED PRIOR TO COMMENCING CONSTRUCTION, 7. THIS PLAN l S A CONCEPTUAL PLAN TO BE USED AS A GUIDELINE IN PREPARING THE TRAFFIC CONTROL PLANS, THE TRAFFIC CONTROL PLANS FOR EACH SEPARATE PHASE AND ST AGE SHALL BE PREPARED BY A LICENSED TRAFFIC ENGINEER, AND SUBMITTED TO THE CHY FOR REVIEW AND APPROVAL A MINIMUM OF 5 WORK ING DAYS PRIOR TO START OF WORK, ADDJTJONAL TRAFFIC CONTROLS, TRAFFIC SIGNS, OR BARRICADING WILL BE REQUIRED, THE CONTRACTOR SHALi. BE RESPONSIBLE FOR THE PLACEMENT OF ANY ADDITIONAL DEVICES NECESSARY TO ASSURE SAFETY TO THE PUBLIC AT ALL TIMES DURING CONSTRUCTJON , 8, ALL TRAFFIC CONTROL PLANS WILL REQUIRE THAT PEDESTRIAN ACCESS IS MAINTAINED OR PROPERLY DETOURED, pedest rians MUST BE ACCOMMODATED AND ST AGE SHALL BE PREPARED BY A LICENSED TRAFFIC ENGINEER, AND SUBMITTED TO DURING CONSTRUCTION. 9. CONSTRUCTION OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER AS TO CAUSE AS LITTLE INCONVENIENCE AS POSSIBLE TO ABUTTING BUSIN ESS, 10, ALL SIGNS THAT ARE NOT PLACED ON BARRICADES SHALL BE PLACED ON TEMPORARY POSTS, MINIMUM HEIGHT OF 7 FEET, WEIGHTED WIT H SANDBAGS. 11. THE CONTRACTOR SHALL PROVIDE FOR BOTH VEHICLE ANO PEDESTRIAN ACCESS TO ALL ADJACENT PROPERTIES UNLESS OTHERWISE DIRECTED BY THE ENGINEER, 12, EXISTING TRAFFIC SIGNAL CONTRO L SHALL BE MAINTAINED AT ALL TIMES, PLACE TRAFFIC SIGNALS ON RECALL DURING CONSTRUCTION, 4 HOURS FOR CHANGE OVER WILL BE ALLOWED. 13, CONTRACTOfl TO PROVIDE TWO MESSAGE BOARDS TO BE LOCATED AT EACH END OF THE PROJECT OR AS APPROVED BY TRANSPORT A TJON MANAGEMENT TO WARN PEOPLE OF THE CONSTRUCTION AND ROAD CLOSED, 14, EXISTING ROAD STRIPING SHALL BE REMOVED BY GRINDING. PAINTING OVER EXISTING STR IPING WILL NOT BE ALLOWED, ~~ -CITY OF NEWPORT BEACH ~-A us TIN-FOUST ASSOCIATE~ INC. f-T_H_I_S_P-LA_N_IS-SI-G-NE_D_BY-T-HE_C_IT_Y_O_F_N_E_W_P_OR_T_BE_A_C_H _F_O_R --;I----+-----<-------------+----! SCALE 1'' = 50' BALBOA VILLAGE WORK AREA TRAFFIC CONmOL CONCEPT PLAN TRAFFIC £NCJNEERJNC AND TRANSPORTATION PLANNJN CONCEPT AND ADHERENCE TO THE CJTY STANDARDS AND AFA File, 457.006 P2S1RDET.DWG 10:58 AM D6/19/02 202D NORTH TUSTIN AVENUE NE (714) REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR DESIGN AS~MPTIONS AND ACCURACY, APPRovED ~A.~ cz2.045 TRAFFIC ENGINEER R,E, NO, SANT A ANA, CALIFORN[A 92705-782 FAX (714) 667-7952 ----· DATE: 6-;;<6-0-=>-- , , RCE 262515 EXPIRE 9=31:)-05 :JAMt,S J': AN0£1?StJN 7.7.863 /i;,,•;s/-o.S:- DESJGNED JA DRAWN JA PHABE 2 STAGE 1 DATE BY DESCRIPTION APP'D t--------t------CITY OF NEWP OR T BEACH R-5763-s f-----L----'----------------'-----i CHECKED REVISIONS DATE PUBLIC WORKS DEPARTMENT SHEET6 7 AoF 96 AS BUILT Hillcrest Contracting, loo. P.O, Box 1898 ··'It Corona, CA 928ia-1satl / ~I AFA Fie: 457.006 P2S2RDET .DWG 11:01 AM 06/19/02 I --4} --~-+·---~+·· --~ ! -·····+· =§ •••••••••• •. ·_ ·_. .. . ., .... ., ... ·!{\ .... ,. ___ . r --~·--1 ...... I -· - -·<,)'·-·· -I - ---L~--1 .. "1 ____ ,_ ~ ! I I I I I l i I • i : j i \ \ \ I I ! ~-·-:····~:.,- '""""""-•'1, .. _,_ .. ""'."""'"'l, ..... " .. {) ~POST J c!"~--·~ ,. (cl / '•·"1 t" "'-·~, / "', ,,_,./ I i I l ; ! / / / )-,4 ' • I '------ :J,;,::.. .. ,·· ...•.. ·i----_. "''"~-, r [1 1. 2. 3. 4. 5. 6. 7. 8. 9. LEGEND e DELINEATOR T SIGN j::I FLASH I NG ARROW SIGN ·➔ DIRECTION OF TRAVE L TEMP . TYPE lll BARRICADE +:,,:+ AND SIGN HIGH LEVEL WARNING DEVICE CONSTRUCTION AREA (THIS PHASE) POSTED PEDESTRIAN DETOUR ,. '"' ....... ,., ·~ .... POST ED BICYCLE /SKATERS DETOUR(POST BI CYCLE MUST BE WALKED) MAINTAIN ACCESS FOR BUSINESS AND/OR RESIDENTS PROVJDE PEDESTRIAN/BICYCLE/SKATERS ACCESS (MIN 6' CLEARANCE'S) PULL BACK WORK AREA TO ALLOW FOR OC T A BUSES TO COMPLETE TURN MOVEMENTS, CONSTRUCTION IN THE PULL BACK AREAS SHA LL BE AT A TIME WHEN THERE ARE NO BUSES OR FLAGMEN PROVIDED TO ASSURE SAFE TURNING. ,, '!I' BUB TURNING TEIIIPLATE DETOUR GENERAL NOTES ALL WORK AND MATERIALS SHALL COMPLY WITH THE "CALTRANS MANUAL OF TRAFFIC CONTROLS IN CONSTRUCTION AND MAINTENANCE ZONES" , LATEST EDITION. ALL STRIPING AND MARKINGS SHALL CONFORM TO THE "STATE OF CALIFORNIA, ST AND ARD PLANS AND SPECIFICATIONS" , INCLUDING ST AND ARD PLAN A-20, DETAILS. ALL SIGNS SHALL BE REFLECTORJZED AND STANDARD SJZE. ALL TUBULAR DELINEATORS AND CON ES SHALL BE 28"' MINIMUM HEIGHT, REFLECTORIZED AN[I MAINTAINED ERECT IN THE INDICATED POSITION AT ALL TIMES, AND SHALL BE REP/\lRED, REPLACED, OR CLEANED AS NECESSARY TO PRESERVE THEIR APPEARANCE AND CONTINUITY, AND SHALL lNCLUDE A 12• HIGH INTENSITY REF LECTORIZED SLEEVE, IF USED DURING NIGHT-TIME HOURS. THE CONTRACTOR SHALL MAINTAIN, ON A CONTINUOUS BASIS, ALL SlGNS, DELINEATORS, BARRICADES, ETC., TO ENSURE PROPER FLOW AND SAFE TY OF DURING CONSTRUCTION. THE CONTRACTOR ~iHALL HAVE ALL SIGNS, DELJNEATORS, BARRICADES, ETC., PROPERLY PLACED f'RI OR TO COMMENCING CONSTRUCTION. TRAFFIC THIS PLAN IS A CONCEPTUAL PLAN TO BE USED AS A GUIDELINE lN PREPARJNG THE TRAFFIC CONTROL PLANS. THE TRAFFIC CONTROL PLANS FOR EACH SEPARATE PHASE AND ST AGE SHALL flE PREPARED BY A LICENSED TRAFFIC ENGJNEER, AND SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL A MINIMUM OF 5 WORKING DAYS PRI OR TO START OF WORK. ADDITIONAL TRAFFI C CONTROLS, TRAFFIC SIGNS, OR BARRI CADING WILL BE REQUIRED. THE CONTRACTOR SHALL BE RESPONSI BLE FOR THE PLACEMENT OF ANY ADDITIONAL D[VJCES NECESSARY TO ASSURE SAFETY TO THE PUBLIC AT ALL TIMES DURING CONSTRUCTION. ALL TRAFFIC CONTROL PLANS WILL REQUIRE THAT PEDESTRIAN ACCESS IS MAI NT AI NED OR PROPERLY DETO URED. pedestrians MUST BE ACCOM MODATED AND STAGE SHALL BE PREPARED BY A LICENSED TRAFFIC ENGINEER, AND SUBMITTED TO DURING CONSTRUCTION. POST BJCYCLE/SKATERS DETOUR \ C CONSTRUCTION OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER AS TO CAUSE AS LITTLE INCONVENIENCE AS POSSJBLE TO ABUTTING BUSINESS. ffl+ 11 I I I 1-f-~ ; 'i I fl 10. ALL SIGNS THAT AflE NOT PLACED ON BARRICADES SHALL BE PLACED ON TEMPORARY POSTS, MINIMUM HE]GHT OF 7 FEET, WEIGHTED WITH SANDBAGS. 11. THE CONTRACTOR SHALL PROVIDE FOR BOTH VEHICLE AND PEDES TRIAN ACCESS TO ALL AD JACENT PROPERTIES UNLESS OTHERWJSE DIRECTED BY THE ENGI NEER. 12. EXISTING TRAFFIC SIGNAL CON TROL SHALL BE MAINTAINED TRAFFIC SIGNALS ON RECALL DURING CONSTRUCTJON . 4 HOURS FOR CHANGE OVER WI LL BE ALLOWED. AT ALL TJMES. PLACE 13. CONTRACTOR TO PFIOVIDE TWO MESSAGE BOARDS TO BE LOCATED AT EACH END OF THE · PROJECT OR AS APPROVED BY TRANSPORTATION MANAGEMENT TO WARN PEOPLE OF THE CONSTRUCTJON AND ROAD CLOSED. 14. EXISTING ROAD ST RIPING SHALL BE REMOVED BY GRINDING. PAINTING OVER EXI STING STRIPING WILL NOT BE ALLOWED. ~~ CIT Y OF NEWPORT BEACH fi/i'M."ilif 14 us TIN-FOUS r ASSOCIATE~. INC. 1--T-H-]S-P-LA_N_I_S_S_IG-N-ED_B_Y _T_HE_C_IT_Y_O_F_N_E_WP_O_R_T_B_EA_C_H_F_O_R __ l-----t---+-------------t---, SCA LE 1 ,, ~ o· = :J BALBOA VILLAGE WORK AREA TRAFFIC CONTROL CONCEPT PLAN TRAFF I C £NGJN££RJNC ANO TRANSPOR T A TION PLANfllfl CONCEPT AND ADHERENCE TO THE CITY STANDARDS AND 2020 NORTH TUSTJN AVENUE 1 4) 667--0496 d SANTA ANA, PIRE g ~g e5 CALIFORNIA 92705-782 FAX (714) 667-7952 DATE: 6 -~,5-o,s-' L '1-:86 /;,.--b.S- REQUIREMENTS ONLY. THE CITY IS NOT RESPONSJBLE FOR DESIGN AS PTIONS AND CCURACY. DESIGNED DRAWN JA JA APPROVED I • ~~:-:;.:.. C2-2o45 R.E. NO. DATE BY DESCRIPTION APP'D t--------+------l 1----'----'-----------------~---I CHECKED DATE DA E -REVISIONS PHASE 2 ST AGE 2 CITY OF NEWPORT BEACH R-5763-s PUBLIC WORKS DEPARTMENT SHEET678oF 96 Hillcrest Contracting, lno. P.O. Box 1898 Corona. CA 92878-18 ==-~=- :r J"\ .. -. _-___ --~ I r---J ,_J __ _ \ I. i r--rc: I r="°~.,,,,_ ltF···-···1. .. , ::::::.::, I I '--, <"•·' '--~·! .. _t=--: ·t··· i •••••••-••.,,.-"M"""" I r\ ·,1 l, ----···· I . ------- -=-~i;== ------·--·-· ---·-- / I ~--~-~-------4--=f ~ ~ ~ 1--+---+--~---1 I I I I i AFA File: 457,006 P2S3RDET,DWG 11:03 AM 06/19/02 I I I ! : i ; i i l l i i l l l l i . . . . . POST BICYCLE/SKATERS DETOUR I +· . I I I I I I I I I l ! . i ! .............. i-- ' I l I L-,.,_, __ _ i-- I n ,.,,,,--.. ~•••--••w ••••W . .,.,, __ , ______ _, ~' ! / , ; 1 l / / / / / / ; / \.S' • . , __ . / /1 • I / f ' ~" ,-~-·r:··. I'--~ I \ ❖ -------------·--"~--------i -T ·r,--- i'1 ! -l ;r? !i ·I ~ • "-· 1-r·r .. ~·1-·- il _i i i 1 t:: .... L-L,.L .. J,. __ _ ·r···! l ··' . """"'~~""""'"'" I □ L.---- - LEGEND • DELINEATOR T SIGN ~ FLASHING ARROW SJGN --? DIRECTION OF TRAVEL TEMP. TYPE lll BARRICADE AND SIGN HIGH LEVEL WARNING DEVICE CONSTRUCTION AREA (THIS PHASE) POSTED PEDESTRIAN DETOUR .............. POSTED BICYCLE/SKATERS DETOUR(POST BICYCLES MUST BE WALKED) MAINTAIN ACCESS FOR BUSINESS .AND/OR RESIDENTS IT] [I] w PROVIDE PEDESTRIAN/BICYCLE/SKATERS ACCESS (MIN 6' CLEARANCE'S) PULL BACK WORK AREA TO ALLOW FOR OCTA BUSES TO COMPLETE TURN MOVEMENTS. CONSTRUCTION IN THE PULL BACK AREAS SHALL BE AT A TIME WHEN THERE ARE NO BUSES OR FLAGMEN PROVIDED TO ASSURE SAFE TURNING, 20' ,. -, 8 ' BUS TURNING TEIIPLA TE DETOUR GENERAL NOTES 1. ALL WORK AND MATERIALS SHALL COMPLY WITH THE "CALTRANS MANUAL OF TRAFFIC CONTROLS IN CONSTRUCTION AND MAINTENANCE ZONES" , LATEST EDITION. 2. ALL STRIPING AND MARKJNGS SHALL CONFORM TO THE "STATE OF CALIFORNIA, STANDARD PLANS AND SPECIFICATIONS" , INCLUDING STANDARD PLAN A-20, DETAILS. 3. ALL SIGNS SHALL BE REFLECTORJZED AND STANDARD SIZE. 4. ALL TUBULAR DELINEATORS AND CONES SHALL BE 28" MINIMUM HEI GHT, REFLECTORIZED AND MAINTAINED ERECT IN THE INDICATED POSITION AT ALL TIMES, AND SHALL BE REPAIRED, REPLACED, OR CLEANED AS NECESSARY TO PRESERVE THEIR APPEARANCE AND CONTINUITY, AND SHALL INCLUDE A 12" HIGH INTENSITY REFLECTORIZED SLEEVE. IF USED DURING NIGH T -TIME HOURS. 5. THE CONTRACTOR SHALL MA!NT AIN, ON A CONTINUOUS BASIS, ALL SIGNS, DELlNEATORS, BARHICADES, ETC., TO ENSURE PROPER FLOW AND SAFETY OF TRAFFIC DURING CONSTRUCTION. 6. THE CONTRACTOR SHALL HAVE ALL SIGNS, DELJNEATORS, BARRICADES. ETC., PROPERLY PLACED l'RIOR TO COMMENCING CONSTRUCTION. 7. THIS PLAN JS A CONCEPTUAL PLAN TO BE USED AS A GUIDELINE IN PREPARING THE TRAFFIC CONTROL i"LANS. THE TRAFFIC CONTROL PLANS FOR EACH SEPARATE PHASE AND ST AGE SHALL BE PREPARED BY A LICENSED TRAFFIC ENGINEER, AND SUBMITTED TO THE CJTY FOR REVIEW AND APPROVAL A MINIMUM OF 5 WORKING DAYS PRIOR TO START OF WORK. ADDITIONAL TRAFFIC CONTROLS, TRAFFIC SIGNS, OR BARRICADING WILL BE REQUIRED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLACEMENT OF ANY ADDITIONAL DlcVICES NECESSARY TO ASSURE SAFETY TO THE PUBLIC AT ALL TIMES DURING CONSTRUCTION. 8. ALL TRAFFIC CONTIWL PLANS WILL REQUIRE THAT PEDESTRIAN ACCESS IS MAINTAINED OR PROPERLY DETOURED. pedestrians MUST BE ACCOMMODATED AND ST AGE SHALL BE PREPARED BY A LICENSED TRAFFIC ENGINEER, AND SUBMITTED TO DURING CONSTRUCTION, 9, CONSTRUCTION OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER AS TO CAUSE AS LITTLE INCONVENJENCE AS POSSIBLE TO ABUTTING BUSINESS. 10. ALL SIGNS THAT Al,E NOT PLACED ON BARRICADES SHALL BE PLACED ON TEMPORARY POSTS, MINIMUM Hl:IGHT OF 7 FEET, WEIGHTED WITH SANDBAGS. 11. THE CONTRACTOR '.,HALL PROVIDE FOR BOTH VEHICLE AND PEDESTRIAN ACCESS TO ALL ADJACENT PROPERT !ES UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 12. EXISTING TRAFFIC SIGNAL CONTROL SHALL BE MAINTAINED AT ALL TIMES. PLACE TRAFFIC SIGNALS ON RECALL DURING CONSTRUCTION. 4 HOURS FOR CHA~IGE OVER WILL BE ALLOWED. 13. CONTRACTOR TO Pl,OVIDE TWO MESSAGE BOARDS TO BE LOCATED AT EACH END OF THE PROJECT OR AS APPROVED BY TRANSPORTATION MANAGEMENT TO WARN PEOPLE OF THE CONSTRUCTION AND ROAD CLOSED. 14. EXISTING ROAD STIIJPJNG SHALL BE REMOVED BY GRINDING. PAINTING OVER EXISTING STRIPING WILL NOT BE ALLOWED. SCALE ~r.i CITY OF NEWPORT BEACH .., J A us TIN-FOUST ASSOC/A TE~ INC. 1-T_H_l_S _P_LA-N-IS-SI-G-NE_D_BY-TH-E-CI_T_Y_O_F_N_E_W_PO_R_T_B_E_A_CH_F_OR--:--+---+------------t-------, 1" = 50' BALBOA VILLAGE WORK AREA TRAFFIC CONTROL CONCEPT PLAN TRAFFIC ENC/NEER/NC ANO TRANSPORTATION PL ANNIN CONCEPT AND ADHERENCE TO THE CITY STANDARDS ANO 2020 NORTH TUSTIN AVENUE T EL ONE (71 496 SANTA ANA, CALIFORNIA 92705-782 FAX (714) 667-7952 ' DATE: __ 6_-_;;,._,,_-_cl_ii'---__ EXPIRE 9 39 8§ 7-2 86~ /;, -&/ -d$°' REQUIREMENTS ONLY, THE CITY JS NOT RESPONSIBLE FOR DESIGN AS~MPTIONS AND ACCURACY. APPROVED ~ C,ZZ.clq.6 TRAFFIC ENGINEER R.E. NO. DATE BY DESCRIPTION DESIGNED JA DRAWN JA APP'D t-------+-------, !----~--~---------------~--,CHECKED DATE REVISIONS PHASE 2 STAGE 3 CITY OF NEW1JORT BEACH R-5763-s PUBLIC WORKS DEPARTMENT SHEET 68 OF 96 AS BUILT Hillcrest Contracting, Inc. fi!.Q,Sox 1898 ~ CA,'O'!w!8Ml'hf-Hl189S a: 0 ~-- LL;--it--------f 0 ~ -:? NOTE A: • 10+00 • ••• ·····r ·""i"'""·'" :i,;a:~ • _: 10+00 K 11+00 12+00 REFER TO NOTE "8" BELOW--~ _,,< '' ,,/,,,, ,,,J,, -~·" 5 11+.00 NOTE: B: )i : I : CONTf:lACTOR SHALL ;PROVIDE IRRIGATl~N MAINLINE STU!ll-OUT WITKIN ADJACENT PLANT:ER AT THE LIM\llS OF WORK FOR FUTURE ADJAC~NT IRRIGATION IMPROVEMENTS CONNECTION . CONTRACTOR SHALL ROLfTE A TWO ADDITIONAL -· 12+00 ""~y;,. (~:/:~:,'· \// -. T. SEE T 4 ------ ~ ...J ~ w w CJ) ~ CD <( g ...J ~ .... w ~ I a.. WATER PRESSURE CALCULATIONS POC NUMBER A POC SIZE 1 " HYDRAULIC GRADE LINE NIA POC ELEVATION N/A ELEVATION DIFFERENCE N/A STATIC PRESSURE (PSll 65 REMOTE CONTROL VALVE ii A10 REMOTE CONTROL VALVE SIZE 1" R.C.V. DEMAND (GPMl 16 TOTAL DEMAND (GPM) 16 R.C.V. ELEVATION -STATIC PRESSURE AT R.C.V. 30 SIZE DESCRIPTION PSI LOSS 1" SERVICE LINE 1 2.9 PSI 1" WATER METER 3 1.4 PSI 1 " BACKFLOW PREVENTER 4 12.0 PSI 2" GATE/BALL VALVES 5 0.5 PSI 11 /4" MASTER CONTROL VALVE 6 1.5 PSI 2" 600 FEET OF MAINLINE: TYPE "K" COOPER 7 1.9 PSI FEET OF MAINLINE: TYPE 8 0 PSI 1" REMOTE CONTROL VALVE 9 2.5 ,PSI 10% LATERAL LINE LOSS 10 2.0 PSI 10% FITTING LOSS 11 2.5 PSI 0 ELEVATION CHANGE (P.O.C. TO HIGHEST HEAD) 12 0,0 PSI TOTAL SY!ffEM PRESSURE LOSS (SUM OF il1 THRU il12l 1 27.2 PSI PRESSURE: REQUIRED AT HEAD 1' 25.0 PSI TOTAL PRESSURE REQUIRED (SUM OF #13 AND # 14) 1 ' 52.2 PSI STATIC WATER PRESSURE (FROM ABOVE) 1 65,0 PSI RESIDUAL PRESSURE (SUBTRACT ii 15 FROM # 161 n 12.8 PSI SET PRV OR MCV AT l # 15 PLUS 10 PSI) 11 0,0 PSI PRESSURE BOOST, IF REQUIRED t#15-#16 + 20 PSll 19 0.0 PSI POC 'A' IS A 1" DOMESTIC WATER METER WITH A " SERVICE LINE. VERIFY SIZE, LOCATION, AND PRESSURE, IN FIELD, WITH CITY'S AUTHORIZED REPRESENTATIVE COMMON WIRES AND TWO CONTROL WIRES FROM CONTROLLER 'A' TO THE LIMITS OF WORK AND SHALL INSTALL SAID WIRES WITHIN A ROUND PLASTIC PRIOR TO COMMENCING WORK. STATIC PRESSURE DESIGN PRESSURE MAXIMUM DEMAND 65 PSI 52 PSI 16 GPM PULL -BOX FOR FUTURE SYSTEM CONNECTION. CONTRACTOR SHALL VERIFY ALL IRRIGATION SYSTEM STUB-OUT LOCATIONS AND LAYOUT IN FIELD WITH CITY'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. NOTE: MAINLINE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL MAINLINE LOCATION TO BE A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. NOTE: CONTRACTOR SHALL REMOVE AND RETURN ANY EXISTING BACKFLOW DEVICE, IRRIGATION CONTROLLER, AND/OR ENCLOSURE DEMOLISHED AS PART OF THIS WORK. VERIFY ALL EQUIPMENT TO BE REMOVED IN FIELD WITH CITY'S AUTHORIZED REPRESENTATIVE. REFER TO NOTE "B" AT LEFT NOTE: CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, ETC. VERIFY ALL HEAD LAYOUT WITH CITY'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. ~----'VALVE NUMBER 13+00 14+uu 15+00 16+00 17tOO ~----'VALVE SIZE LANDMARK TOWER SEE SEP ARA TE EXHIBIT FOR ELEVATION ~ ... fTO/iSHEET 74 FOR PRECISE c;bNTROLLER REFER" TQ1~ABOVE • . / !•'--·········,-·, ' • "~ H i " •• ; l .f----___ ' 20 10 0 20 LOCATION AND MODE~/NU~ /~ ~, ( ' l-1 !. • .. , .... --·----· \,," o • ~·,or.;·:z:· 1 p, o .. CLP o_o __ o_ ~-l i ' ~ .. I.j ! ,,,_ ~EFf:R TO NOTE . . "B" ABOVE i.. ' \./ '< '. ·11 y/1 ••• 'RTH) • ' ' - : ! , () I I PHASE 2 WASHINGTON ST. (SOUTH) 40 SEE SHEET 75 ~\'\DSCA . STONt >~ -~~~---Signature Expiration Dat.e·-- Date OF C~\_\ PREPARED BY: ~ NUVI S LANDSCAPE ARCHITECTURE AND PLANNING IL 714.754.7346 IH: 714,754.7311 I ' I . 1 CITY OF NEWPORT BEACH REFER TO NOTE "B" ABOVE-~-~ PHASE 2 MAIN ST. SEE SHEET 76 REVISIONS ;7! X ,oc, A ,, '<; ·~~f i ,' ,, 't}! I/ '!, ' ii_ <!'.'.' '<.::;• i J Sweeney & Associates, Inc. Irrigation Dealgn & Conaultlng 38730 Sky Canyon Drive, Suite C ;;"°'i:\ Murrieta, CA 92683 ~ ~ P~ 900-481-8830 Fax, 908·461-11860 , • E-man, 1&weeney1oearthlink.net ,f u O I l o ~ SEE SHEET 80 FOR IRRIGATION LEGEND SEE SHEET 81 FOR IRRIGATION DETAILS a g 'lt§. 3· --r/ ;:':. ~1 D :l -U~11111n1111111111. • .. I --I I 11ll llf lllllttH ' L.'~::::;:::'::':~:::::::~;":':':~~':'=:~,~~:':'-'i_J Hillcrest Contracting, Inc, P.O. Box 1898 ·t Corona, CA82878-1898 PROFILE SCALES KEYMAP ~ C-3333 1------------------------, NO. DATE BY APPROVED HORIZONTAL BALBOA BOULEVARD IRRIGATION PLANS TH IS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO THE CITY STANDARDS AND REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR PLAN SCALE DESIGN Ar.SUM TIONS t(ND-tAC. Y. 1 .. ; 20, '• I 1 ,,..-O'~L DESIGNED BY: DRAWN BY: APPROVED < ·"'-(_;, " \.()',__S-., / >----+---+----+-------------+-----:--~c--=--=---+-----l FROM 13+oo TO 18+00 CITY OF NEWPORT BEACH R-5763-S . ; PUBLIC WORKS DEPT_ DATE PUBLIC WO ~.6f.~~~-™~' , o 1<,;, SHEET 71 OF 96 , ._ ______________________________________________ ...., _________________ .....,1 ______________________ ..,__.....,_..._ ___________ ....,. ___ .,_ ____ ....., __________ -tp;,,of,fsox1 898 >----+----+---+---------------+------1 CHECKED BY: DATE: S91'91'13, CA 92878-1898 PHASE 3 WASHINGTON STREET SEE SHEET 75 20 10 o t. / :\ b,.,,o ~.., f-~ ... 20 40 I /I I ,mm ~m•m '°'"" "", n ~.,.·m •• ·,.-"J"'""~ EASTB LIMIT OF WOR ~------NOTE: CONTRACTOR SHALL ROUTE FOUR PILOT WIRES AND ONE COMMON WIRE FROM CONTROLLER "A" TO THE PHASE 3 MAIN STREET PORTION OF THE PROJECT. ROUTE NEW 2" MAINLINE DOWN EAST BAY AVENUE FROM WASHINGTON STREET TO THE MAIN STREET PHASE 3 PORTION OF THE WORK . CONNECT THREE RCV'S (#A7, A8 & A9 AS PART OF PHASE 3 MAIN STREET) TO THE "A" CONTROLLER, REMOVE THE DC LATCHING SOLENOIDS (TURN OVER TO THE CITY) AND REINSTALL THE ORIGINAL IRRIGATION SOLENOIDS (PROVIDED TO CITY BY PREVIOUS PHASE OF WORK). PIPE SIZING CHART 0 TD 5 GPM 3/4" SCH. 40 PVC PIPE 5 TO 10 GPM 1" SCH. 40 PVC PIPE 10 TO 15 GPM 1-1/4" SCH. 40 PVC PIPE 15 TD 20 GPM 1-1 /2" SCH. 40 PVC PIPE 20 TO 30 GPM 2" SCH. 40 PVC PIPE 30 TO 45 GPM 2-112" SCH. 40 PVC PIPE 45 TO 95 GPM 3" SCH. 40 PVC PIPE NOTE: CONTRACTOR SHALL SIZE ALL LATERAL LINES PER PIPE SIZING CHART, IN NO INSTANCE SHALL PIPE SIZE EXCEED DESIGNATED GPM RANGE. NOTE: MAINLINE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL MAINLINE LOCATION TO BE A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. NOTE: CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, ETC . VERIFY ALL HEAD LAYOUT WITH CITY'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCIN G WORK. VALVE NUMBER ~-. G.P.M. \2:U ~----vA,LVE SIZE Sweeney & Associates, Inc. Irrigation Cealg:n &. Conaultlng ,i?-• llf,tp ,., ... n ,." 38730 Sky canron Drive, Suite C £' ~ ''.'. Murrieta, CA 92583 ~ ~ Ph. 908-481-11830 Fax. 808-481-1!860 • ~ • E-mall• lsweaneytoaarthHrik.net "" & 0 1 ._ o ~ SEE SHEET 80 FOR IRRIGATION LEGEND SEE SHEET 81 FOR IRRIGATION DETAILS 11 11111111111111111 111 11 11111 III IIIIIIIIIIIIIIII III II IHII KEYMAP AS BUILT Hillcrest C. i.,ntracling, Inc, P.O. Box 1898 ◄ Col'Q(la, CA 92878-1898 C-3333 I .--------------------.--------------------,-----------------------,-----------,---------------------1,, PREPARED BY : Signature ~D~ote· - OF C~l..1 NUVIS LANDSCAPE ARCHITECTURE AND PLAN NI N G IX: 714.75.l.7346 !H: 714.754.7311 CITY OF NEWPORT BEACH REVISIONS PROFILE SCALES 1----------------------i NO. DATE l---!----+--1--------------+-----j EAST BAY AVENUE THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FDR CONCEPT AND ADHERENCE TO THE CITY STANDARDS AND IRRIGATION PLANS REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR PLAN SCALE FROM 2t50.10 TO St40 . DESIGN ASSUMPTIONS AND ACCURACY. 1,, = 20, : APPROV~~ ( ;· 1s-cr1,,. '.:::=~===~=::::=======================:l-,D=Es=IGN=Eo:-a=Y:--,--;:,oR=Aw=N--::B:-:-Y: -+-C-IT_Y_O_F-NE_W_P_O_R_T_B_E_A_CH-..---R---57_6_3 ___ s-l! PUBLIC WORKS DEPT. DATE CHECKED BY: DATE : PUBLIC WORKS DEPARTMENT SHEET73 OF 96 : BY APPROVED HORIZONTAL 7 . -- 1 .---------------------------------------------------------------------------, " l a+oo I I 10+00 PHASE 1 EAST BALBOA BLVD. SEE SHEET 71 20 10 0 20 \ 9t00 I LIMIT .OF ~ORK J ,,.....""'ll!!l, LIMIT OF WORK 40 11+00 F ' I I I I i I Ii H-··-·' I ' a .,.+-cf-iii J ~' I.. ,-.......,\., Jr • -~ '\~"' ~._JJ : .:..rrT··,·· f • .,.~ .. ;t:·t·. ·l l ! .!L .... l I I~ 10+00 I I PHASE 1 3.60' MIN. 2.00' MINIMUM COVER -+--- I EAST BALBOA BLVD. 1" PVC SCH. 40 CONDUIT TO--'-~✓---O-+-1.25" PVC CONDUIT FOR ST. LIGHT CONTROLLER (SEE STREET LIGHTING PLANS FOR 6" MIN. ACTUAL LOCATION) PREPARED BY : SEE SHEET 72 BEDDING AND BACKFILL MATERIAL (SE=30) ~==========-!-NOTE: 2.00' MIN. DETAIL PROVIDED BY CITY OF NEWPORT BEACH, SWEENEY & ASSOCIATES ACCEPTS NO LIABILITY FOR THIS DETAIL. @~c2,NH~IT INSTALLATION 12+00 PHASE 3 EAST BAY AVE. SEE SHEET 73 EXISllNG ELECTRICAL METER 13+00 INSTALL 1" PVC SCH. 40 CONDUIT IN PARKING LOT. TRENCH EXCAVATION AND BACKFILL SHALL CONFORM TO THE DETAIL HERON (DETAIL PROVIDE BY CITY OF NEWPORT BEACH). IRRIGATION CONTRACTOR SHALL COORDINATE CONDUIT ROUTING WITH ELECTRICIAN. VERIFY ALL LAYOUT IN FIELD WITH CITY'S AUTHORIZED REPRESENTATIVE. CITY OF NEWPORT BEACH NUVIS THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO THE CITY STANDARDS AND REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR LANDSCAPE ARCHITECTURE AND PLANNING DESIGN AS AND URACY. 14+00 REVISIONS ND. DATE BY 0 TO 5 5 TO 10 10 TO 15 15 TO 20 20 TO JO JO TO 45 45 TO 95 NOTE: NOTE A: CONTRACTOR SHALL CONNECT PROPOSED IRRIGATION MAINLINE TO THE EXISTING IRRIGATION SYSTEM MAINLINE STUB-OUT. CONTRACTOR SHALL VERIFY ACTUAL EXISTING IRRIGATION SYSTEM MAINLINE LOCATION IN FIELD WITH AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. CONTRACTOR SHALL REFER TO BALBOA BOULEVARD PHASE 1 IRRIGATION PLANS PREPARED BY SWEENEY & ASSOCIATES, INC. FOR EXISTING IRRIGATION SYSTEM LAYOUT. CONTRACTOR SHALL CONNECT VALVE A 12 TO THE EXISTING CONTROL WIRES PROVIDED BY THE PHASE 1 CONSTRUCTION, SAID WIRES SHALL BE CONNECTED TO THE EXISTING CONTROLLER INSTALLED AS PART OF THE PHASE 1 IRRIGATION IMPROVEMENT PLANS REFER TO SHEET 71 OF BALBOA BOULEVARD PHASE 1 FOR THE ACTUAL CONTROLLER LOCATION AND INFORMATION. CONTRACTOR SHALL VERIFY ALL IRRIGATION CONNECTION AND DISCONNECTION POINTS IN FIELD WITH CITY'S AUTHORIZED REPRESENTATIVE PRIOR TO BIDDING AND PRIOR TO COMMENCING WORK. NOTE B: CONTRACTOR SHALL CONNECT PROPOSED IRRIGATION MAINLINE TO THE EXISTING IRRIGATION SYSTEM MAINLINE STUB-OUT. CONTRACTOR SHALL VERIFY ACTUAL EXISTING IRRIGATION SYSTEM MAINLINE LOCATION IN FIELD WITH AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. CONTRACTOR SHALL REFER TO BALBOA BOULEVARD PHASE 1 IRRIGATION PLANS PREPARED BY SWEENEY & ASSOCIATES, INC. FOR EXISTING IRRIGATION SYSTEM LAYOUT. CONTRACTOR SHALL CONNECT VALVE A13 TO THE EXISTING CONTROL WIRES PROVIDED BY THE PHASE 1 CONSTRUCTION, SAID WIRES SHALL BE CONNECTED TO THE EXISTING CONTROLLER INSTALLED AS PART OF THE PHASE 1 IRRIGATION IMPROVEMENT PLANS REFER TO SHEET 71 OF BALBOA BOULEVARD PHASE 1 FOR THE ACTUAL CONTROLLIER LOCATION AND INFORMATION. CONTRACTOR SHALL VERIFY ALL IRRIGATION CONNECTION AND DISCONNECTION POINTS IN FIELD WITH CITY'S AUTHORIZED REPRESENTATIVE PRIOR TO BIDDING AND PRIOR TO COMMENCING WORK. NOTE C: CONTROLLER 'A' SHALL BE NEW RAIN MASTER MOD. # HS16-DX-24-DXFLOW- DXRF-EV-RADIO-F-EV-ANT-FD-PMRKIT. FINAL LOCATION OF CONTROLLER AND ELECTRICAL P0C SHALL BE CONFIRMED WITH CITY'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. NOTE: MAINLINE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL MAINLINE LOCATION TO BE A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. NOTE: CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, ETC. VERIFY ALL HEAD LAYOUT WITH CITY'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. ~----'VALVE NUMBER G.P.M. PIPE SIZING CHART GPM J/4" SCH. 40 PVC PIPE ~----·VALVE SIZE GPM 1" SCH. 40 PVC PIPE GPM 1-114" SCH. 40 PVC PIPE GPM 1-1 12• SCH. 40 PVC PIPE Sweeney & Associates, Inc. GPM 2 SCH. 40 PVC PIPE Irrigation D•elgn & Conaultlng GPM 2-1 /2' SCH. 40 PVC PIPE GPM J" SCH. 40 PVC PIPE CONTRACTOR SlW.J. SIZE ALL LATERAL LINES PER 38730 Sky Canyon Drtve, Suite C .t'i::••~ Murrieta. CA 92563 j ; Ph. 909-461-6830 Fax. 909-461-6850 • , PIPE SIZING CHAR[, IN NO INSTANCE SHAil PIPE SIZE EXCEED DESIGNATED GPM RANGE. E..mal: lsweeney1@earthllnk.net "' l! t> 1 1 {) 4 SEE SHEET 80 FOR IRRIGA 110N LEGEND SEE SHEET 81 FOR IARIGA 110N DETAILS · •. !J a_~ ~ .. _"' f: /~-·-=,,._-( - -'~~/ . -...... 0 ' • _Q~~~-= N-J--.,QQ PROFILE SCALES APPROVE HORIZONTAL PLAN SCALE 1" = 20' .. c ,-~,, - ,i;::;~-'fi.,';?'· ::d...=~--/f//!lll!:IIA. . . lt:::::7====:1 ,~□ 0 KEYMAP AS BUILT Hillcrest Contracting, Inc. P.O. Box 1898 ◄ eoron,. CA 92S78-1&el PALM STREET IRRIGATION PLAN FROM 10tOO TO 14+40 C-3333 FX: 714 .754.7346 PH: 714.754.7311 APPROVED f--+---+--+------------J------1 DESIGNED BY: DRAWN BY: CITY OF NEWPORT BEACH R-5763-S DATE l--+--+-+-------------1-------l CHECKED BY: DATE : 74 -------·-----------------------------------...i...-------:-________ _,_ _____________ ..;;....;__....,...L.._--L,_.J-_________ -L, ___ J... ___ J_ __ _Jl.,_...:_:PU:B::;;:LI~C_::W~O:RK~S:_:D~E~P:_:AR~TM_:E;::N:,:_T _ _J.~SH!EET~~o!_F_=:96~ a+oo PHASE 3 WASHINGTON ST. SEE BELOW r~,,,-_u 'c,,,..i /! ~-··p 9+00 10+00 NOTE A: CONTF,ACTOR SHALL CONNECT PROPOSED IRRIGATION MAINLINE TO THE EXISTING IRRIGATION SYSTEM MAINLINE STUB-OUT. CONTRACTOR SHALL VERIFY ACTUAL EXISTING IRRIGATION SYSTEM MAINLINE LOCATION IN FIELD WITH AUTHORIZED REPRl::SENTATIVE PRIOR TO COMMENCING WORK. CONTRACTOR SHALL REFER TO BALBOA BOULEVARD PHASE 1 IRRIGATION PLANS PREPARED BY SWEENEY & ASSOCIATES, INC. FOR EXISTING IRRIGATION SYSTEM LAYOUT. CONTRACTOR SHALL •ll:'~·f ;"" .. '·'·••ON~• • ••• •••"~"'m,ll~~--w ,,,,,/' jl 0 CONNECT VALVE A11 TO THE EXISTING CONTROL WIRES PROVIDED BY THE PHASE 1 CONSTRUCTION, SAID WIRES SHALL BE CONNECTED TO THE EXISTING CONTROLLER INSTALLED AS PART OF THE PHASE 1 IRRIGATION IMPROVEMENT PLANS REFER TO SHEET 71 OF BALBOA BOULEVARD PHASE 1 FOR THE ACTUAL CONTROLLER LOCATION AND INFORMATION. CONTRACTOR SHALL VERIFY ALL IRRIGATION CONNECTION AND DISCONNECTION POINTS IN FIELD WITH CITY'S AUTHORIZED REPRl::SENTATIVE PRIOR TO BIDDING AND PRIOR TO COMMENCING WORK. 0 > / .( ..J -;. 11+00 REFER TO NOTE "B" ABOVE ' 'I ' i i : L __ J PHASE 2 L::~IT OF W m r:::: >~ ...... <( 1--=·•-~:i:!:t±c='=··-··r=~=£__-,,----~~=1==r'ddf wow CJ) CJ) -·"':·'---'-'t~. ~,-.• ff,,,l,,J, -. <( w PHASE 3 9 NOTE• SEE RESTROOM BUILDING ENLARGEMENT 11 1" o.o.o." " ~-1 ; . r-, 0 S y •• ' 1"""'!-; ......,_j -..i.-i -l -+-I j LL0 ft-~,L~~L • ,,L • • I .. •*•-••J ........... _,L,,L_ 20 10 a 12+00 PHASE 3 EAST BAY AVE. SEE SHEET 73 !LIMIT OF K r----- H / . .J ~--~r o-V O! 7 A10 -~-~--, -~----------+~--~·· ' ' RkFER TO NOTE "A" ABOVE ' ' ' 13+00 13-'.)G E /"'···· .I - _.-"\, (:T ··'' I 11 { __ _ // it.I !J-!; Cl ~g~~~ACTOR SHALL ROUTE FOUR PILOT WIRES AND ONE COMMON WIRE FROM ---CONTROLLER "A" TO THIS POINT FOR FUTURE ROUTING TO THE PHASE 3 MAIN ..J ···i fl----STREET PORTION OF THE PROJECT. PR9ylDE A MAINLINE STUB OUT IN A VALVE ; 1-----1 BOX FOR FUTURE EXTENSION OF THE MAINLINE TO PHASE 3 MAIN STREET. I //i tf1:J INSTALL SEALED WIRE ENDS IN VALVE Bt~ WITH MAINLINE STUBOUT. PHASE 3 EAST BAY AVE. SEE SHEET 73 RESTROOM BUILDING ENLARGEMENT SCALE 1/8"-1'-0" ~\\DSCA 'II, STON[ ~ -~ .-, PREPARED BY : ~ CITY OF NEWPORT BEACH THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO THE CITY STANDARDS AND NO. DATE BY REVISIONS 0 TO 5 5 TO 10 10 TO 15 15 TO 20 20 TO 30 30 TO 45 45 TO 95 NOTE: NOTE 8: CONTl~ACTOR SHALL CONNECT PROPOSED IRRIGATION MAINLINE TO THE EXISTING IRRIGATION SYSTEM MAINLINE STUB-OUT. CONTRACTOR SHALL VERIFY ACTUAL EXISTING IRRIGATION SYSTEM MAINLINE LOCATION IN FIELD WITH AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. CONTRACTOR SHALL REFER TO BALBOA BOULEVARD PHASE 1 IRRIGATION PLANS PREPARED BY SWEENEY & ASSOCIATES, INC. FOR EX ISTING IRRIGATION SYSTEM LAYOUT. CONTRACTOR SHALL CONNECT VALVE A 14 THROUGH A 16 TO THE EXISTING CONTROL WIRES PROVIDED BY THE PHASE 1 CONSTRUCTION, SAID WIRES SHALL BE CONNECTED TO THE EXISTING CONTROLLER INSTALLED AS PART OF THE PHASE 1 IRRIGATION IMPROVEMENT PLANS REFER TO SHEET 71 OF BALBOA BOULEVARD PHASE 1 FOR THE ACTUAL CONTROLLER LOCATION AND INFORMATION . CONTRACTOR SHALL VERIFY ALL IRRIGATION CONNECTION AND DISCONNECTION POINTS IN FIELD WITH CITY'S AUTHORIZED REPRESENTATIVE PRIOR TO BIDDING AND PRIOR TO COMMENCING WORK. NOTE: MAINUNE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL MAINLINE LOCATION TO EIE A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. NOTE: CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, ETC. VERIFY ALL HEAD LAYOUT WITH CITY'S AUTHORIZED REPRESENTATIVE PRIOR TD COMMENCING WORK. ----VALVE NUMBER PIPE SIZING CHART GPM 3/4" SCH, 40 PVC PIPE GPM 1" SCH. 40 PVC PIPE ~5_.:--G.P.M. GPM 1-114·· SCH. 40 PVC PIPE ~----VALVE SIZE GPM 1-112· SCH, 40 PVC PIPE GPM 2" SCH. 40 PVC PIPE GPM 2-1 /2" SCH. 40 PVC PIPE GPM 3" SCH. 40 PVC PIPE Sweeney & Associates, Inc. lrrlga.tle>n Design 6-Conaultlng CONTRACTOR SHALL SIZE ALL LATERAL LINES PER 38730 Sky Canyon Drive, SUiia c ;;t'i"T-: PIPE SIZING CHART, IN 110 INSTANCE SHALL PIPE SIZE EXCEED DESIGNAIBI GPM RANGE. Murrieta, CA 92583 j o P~ 900-481-6830 Fax. 908-461-8650 , .~ E~mail, toweeney1oearthUnk.net ., /JD , .. o ~ SEE SHEET 80 FOR IRRIGATION LEGEND SEE SHEET 81 FOR IRRIGATION DETAILS --- :1111111 11111 11 111111 :1111111 § III IIIIIIIIIIII II IIIII IIIUI I . -.. a -~' . ~Q_Q KEYMAP PROFILE SCALES APPROVED HORIZONTAL AS BUILT Hillcrest Contracting, lne. P.O. Box 1898 ""11 Corona, CA 92878-1898 C-3333 -------------I Signature NUVIS LANDSCAPE ARCHITECTURE AND PLAN NI N G REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR PLAN SCALE WASHINGTON STREET IRRIGATION PLAN FROM 10+00 TO 13+18 20 40 Expiration Date -----------Date OF C~l\ IX: 716.754.7346 IM: 71L75.i.7311 DESIGN ASSUMPTIONS AND ACCURACY. (-1" = 20' APPRO~ED '..l.¥)~,-.c_~.:::_____ ~1$,-cl~ t=1====t==1====================t=====j-nDi:'c'EsmlGNM<CE"D ~BY~: 1,D~R~AW;;;-N-;;B;;:-Y: -1-C-IT_Y_O_F_N_EW_P_O __ R_T_B_E_A_C_H--.--R---5-7_6_3 ___ s_j 1---1----+----+-------------l----__J CHECKED BY: DATE : PUBLIC WORKS DEPARTMENT SHECT 75 OF 96 DEPT. DATE a+oo 10+00 20 11+00 10 PHASE 3 EAST BAY AVE . SEE SHEET 73 I 0 20 h1 ' 11T . I I !i I . 40 9t00 NOTE: 10+00 ~---------NOTE: 12+00 ROUTE A SECOND SET OF CONTROL WIRES FROM RCV'S #A7, AB AND A9 TO THE VALVE BOX FOR RCV #AB. THESE WIRES SHALL BE CONNECTED TO WIRES BROUGHT FROM EAST BAY DRIVE IRRIGATION SYSTEM AT A LATER DATE. THESE WIRES ARE IN ADDITION TO THE WIRES ROUTED BACK TO THE TEMPORARY CONTROLLER SHOWN BELOW. 13t00 NOTE: INTERIM WATER METER LOCATION SHALL BE A 2" WATER METER WITH A 2" BACKFLOW DEVICE (NO MASTER VALVE OR FLOW SENSOR REQUIRED). CONNECT THREE RCV'S #A7, AB & A9 TO THIS WATER METER UNTIL THEY ARE PERMANENTLY ADDED TO THE PHASE 3 IRRIGATION SYSTEM FROM EAST BAY DRIVE. :r~"' ,,,.-..... \ NOTE: TEMPORARY CONTROLLER SHALL BE A FOUR (4) STATION IRRITROL IBOC BATTERY OPERATED UNIT ON AN IRRITROL IBOC PEDESTAL. VERIFY THE ACTUAL LOCATION OF THE CONTROLLER IN THE FIELD WITH THE CITY'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. CONTRACTOR SHALL PROVIDE THE CONTROLLER COMPLETE WITH NEW BATTERIES FOR OPERATION AND A SECOND SET OF BATTER IES TO BE TURNED OVER TO THE CITY FOR FUTURE USE. INSTALL A DC LATCHING SOLENOID ON EACH OF THE THREE CONTROL VALVES TO ALLOW USE WITH THE IBOC CONTROLLER. TURN OVER THE ORIGINAL SOLENOIDS TO THE CITY FOR RE-INSTALLATION IN THE FUTURE WHEN CONVENTIONAL LOW VOLTAGE CONTRO L BECOMES AVAILABLE. RCV'S #A7, AB & A9 TO HAVE THE ORIGINAL SOLENOIDS REMOVED (TURN OVER TO THE CITY) AND IRRITROL DC LATCHING SOLENOIDS INSTALLED FOR USE WITH THE IBOC BATTERY OPERATED TEMPORARY CONTROLLER. PREPARED BY: l'1iiillliil CITY OF NEWPOR T BEACH ND , DATE NUVI S Expiration Dcife- REVISIONS BY NOTE: MAINLINE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL MAINLINE LOCATION TO BE A MIN IMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. NOTE: CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO LI GHT POLES, FIRE HYDRANTS, ETC. VERIFY ALL HEAD LAYOUT WITH CITY'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. ----~VALVE NUMBER PIPE SIZING CHART ~-G.P.M. 0 TO 5 GPM 3 / 4 SCH. 40 PVC PIPE 5 TO 10 GPM 1 • '.lCH. 40 PVC PIPE ~----V'ALVE SIZE 10 TO 15 GPM 1-1/4' SCH. 40 PVC PIPE 15 TO 20 GPM 1 1 t2• SCH. 40 PVC PIPE 20 TC 30 GPM 2" SCH. 40 PVC PIPE 30 TO 45 GPM 2-fh" SCH. 40 PVC PIPE Sweeney & Associates, Inc. Irrig a tion Oti>&l gn & C-oneult l ng 45 TC 95 GPM 3' SCH. 40 PVC PIPE NOTE: CONTRACTOR SHALL SIZE ALL lATERAL LINES PER 38730 Sky Canyon Drive, Suite C ; •0 • i::'L'! Murrieta, CA 92563 j ~ PIPE SIZING CHART, IN NO INSTANCE SHALL PIPE Ph. 909-461-6830 Fax. 909-481-6850• .,,..._ • SIZE EXCEED DESIGNATED GPM IIANGE. E-mail: leweenev1@earthlink.net APPROVE SEE SHEET 80 FOR IRRIGATION LEGEND SEE SHEET 81 FOR IRRIGATION DETAILS -+- :!' J =i= 1-H+HIIIIIIIIIIII IIIIIII JJII 1-----.1111II111 111111 11111 11 11111 11111111 1111 1111 1111 1111 111' I I II I l'!il"l l 111111 1 >== KEYMA P AS BUtLT PROFILE SCALES HORIZONTAL PLAN SCALE 1" = 201 Hillcrest Contracting, Inc. P.O. Box 1898 '1 Corona, CA 92878-18SI C-3333 MAIN STREET IRR IGATION PLANS FROM 10+00 TO 14+80 LANDSCAPE ARCHITECTURE AND PLANNING FX: 71L75A.73,!6 PH: 71.!.75i.7 311 (r; ,:i S,{)Jral---+---+--+---------------1----------l DESIGNED BY: DRAWN BY: f-----+----+--+-------------+--------1 CHECKED BY: DATE : CITY OF NEWP ORT BEACH PUBLIC WORKS DEPARTMENT R-5763-S PUBLIC WORKS DEPT. DATE SHEET76 OF 96 • -------'--- .._,__,__~ -' ---= --·--=-- 16 Jas ol S GAL. 20 Cal hae S GAL. 0 0 0 0 21Zl Fee ovl 0 4" Fots o 0 0 0 0 0 .,------.._ _ ____, A PLANTER BETWEEN PALM & WASHINGTON SCALE: 1/8" = 1'-0" a a CJ ,, b Qj ,n---LJ·. -------- 00 I " . :l . 0 i OlfiD□ :i . ~.~. ,lc,i::;~--~--~ G111i1 111 i111il111l.iJ.. Ill II l!IIII II I 11111111 1111111 -HtltHttfllllllll lll llH~H > <{fJKEY MAP PLANT LEGEND 6HFl"M -4 <:e?N!2 CQYE@ ~upql ec,, .. ,a,1 Name Aga att Agave attenuata Asp den Asparagus denslflorus 'M!:Jers' Cen cin Centaurea cinerarla Fes ovl Llg Tex F'ho 6ro ~ 11 1 lfffi 111 Y"m Festuca ovina 'Glauca' Llgustrum Japonlcum 'Texanum' F'hormlum tenax '6ronze 6ab!:J' 6trelitzla reglnae Annual Color ~I ec,, .. ,a,1 Name · @ Calllandra haematocephala .A. Jasmlnum pol!:Janthum NCN M!:Jers Asparagus Dust!:J Miller 61ue Fescue Glos&!:J Privet 6ronze 6ab!:J Flax 6ird of Paradise Mixed Color Impatiens Fink F'owderpurr F'lnk Jasmine PA&ARED BY: z.;ct;: >~ w _____ n "" _, Signature Expirotlon Dote 0 20 I Fes ovl &la Nqlft S gal. S 9al. 4" pot 8 110.c. 4" pot S 9al. S gal. S gal. Flats 18110 .c. 3t&" o.c. t&" o.c. i!a NQLft S gal. Epaller on grates 5 gal. Tie to wall p;w NU VIS LANDSCAPE ARCHITECTURE AND PLANNING FX: 714.754.7346 PH: 714 .754.7311 0 0 0 0 3 EXISTING F'ALM6 TO REMAIN 0 0 0 0 0 0 0 Fes ovl 0 "cPots 0 0 0 B PLANTERS @ MAIN STREET SCALE: 1/811 = 1'-0" 0 0 0 41 LI Tex SGAL '9 Fes ovl 4" Fots 0 0 0 O 0 0 0 0 0 0 oO P.O. Box 1898 0 14 Ae den 17 SGAL Fho 6ro S GAL. Cen cln 4" Fote Ool'Ma, CA 92878-1898 HARRIS & ASSOClA!ES C-3333 CITY OF NEWPORT BEACH REVISIONS PROFILE SCALES 1--------------------J NO. DATE BY ~-+--+--1--------------i-;..;;__;__;_;_::..:.==-i APPROVED HORIZONTAL THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO THE CITY STANDARDS AND REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. APPROVED PUBLIC WORKS DEPT. DATE 1/24/03 DB 4/10/03 JC PLANTERS AT OCEAN FRONT PLANT SIZES & PLANTING SPACE PLAN SCALE AS SHOWN t---+--+--t-------------1------l DESIGNED BY: DRAWN BY: O.B. 1--+---+--+:--------------1-----1 CHECKED BY: DATE : P.C. 01 23/03 - OCEAN FRONT PLANTING PLAN REVISIONS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 1 OF 1 T T / -- 3 ij I I I I 3/4" I 1 • 3/4 ) ( 1 ,1--------- I rf-------- 11 ,,____ ~ ~ 11------------- i 11 1 11 I 11--------~ I I I 1 1,1---- I I ,1--------- i ,1--------- T I I I 3/4" 11 l>---- I I ,1--------- I I ,i--------- ~ :,1------------- T T -■------- ! I i I ! -! i .L .l T ,, .. " " , I 11 11 I I I 11112· 11 I i 20 10 - C r I J ' I I L I rT/<~ lJ I L 11/ " 20 40 T _r::;::i._ 3/4' -----f7l--- --j -I---- - -;------l------'----- 1 17 T i • I I I I I . . .11/4 I I Ll l J 11 1 1. I 11 'I. r -----3/ I I I I I I 11;4• 1 1 1 1 , I J.. PHASE 1 PARKING LOT -EAST ~\\DSCAp 'II STOii[ ----~ >~ ~ "" '"-' 0 ""-~~-~ Signature Expirotion Dote -~6 ~e-- OF C~\.. SEE SHEET 78 PREPARED BY : NUVI S LANDSCAPE ARCHITECTURE AND PLANN I NG IX : 714.75 473 46 I H: 7 1-i.754.7 31 1 T 1. ---+-= --(I I - 21 / B2 \)', \ 1.5" / I I ~ I 11/4 CITY OF NEWPORT BEACH TH IS PLAN IS SIGNED BY THE Cl1Y OF NEWPORT BEAC H FOR CONCEPT AND ADHERENC E TO THE Cl1Y STAN DARDS AND REQUIREMENTS ONLY. THE Cl1Y IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. APPROVED ( .... ~ I l / I ~ • ) ' - • • • ( } / \ ) I I l NO. DATE BY ( NOTE A: CONTRACTOR SHALL PROV/OE LATERAL LINE STUB-OUT OUTSIDE OF VALVE BOX FOR FUTURE ADJACENT PHASE TWO IRRIGATION CONNECTION. WIRES FOR TH[ PROPOSED VALVE SHALL 8£ INSTALLED AND ROUTED BACK TO PROPOSED CONTROLLER TO FACILITATE FUTURE CONNECTION. VERIFY ALL LAYOUT IN FIELD WITH CITY'S AUTHORIZED REPRESENTATIVE. NOTE: MAINLINE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL MAINLINE LOCATION TO BE A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. NOTE: CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, ETC. VERIFY ALL HEAD LAYOUT WITH CITY'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. PIPE SIZING CHART 0 TO 5 GPM 3/4" SCH. 40 PVC PIPE 5 TO 10 GPM 1• SCH. 40 PVC PIPE 10 TO 15 GPM 1-114" SCH. 40 PVC PIPE 15 TO 20 GPM 1-112 SCH. 40 PVC PIPE 20 TO 30 GPM 2• SCH. 40 PVC PIPE 30 TO 45 GPM 2-112" SCH. 40 PVC PIPE 45 TO 95 GPM 3• SCH. 40 PVC PIPE NOTE: CONTRACTOR SHALL SIZE ALL LAlERAL LINES PER PIPE SIZING CHART, IN NO INSTANCE SHALL PIPE SIZE EXCEED DESIGNATED GPM RANGE. -----'VALVE NUMBER '------'VALVE SIZE S w een ey & Associates, In c. lrrlg•-tlon Design & Consult:lng 38730 Slty Canyon Drive, Suite C i'~c•~;•,••:'. Mimeta. CA 92ti83 . ~ ~ Ph. 908-481--8830 Fu. il09-481-fl850 , • E-mail• laweeney'loearthlink.net ,. v O , 1 o"' SEE SHEET 80 FOR IAAIGA TION LEGEND SEE SHEET 81 FOR IAAIGA TION DETAILS AS BUILT REVISIONS Hiilcrnst t. .... ,, <1\;t1ng, Inc. P.O. Box 1898 COf01'1aa CA rYS,""""""B-1898 PROFILE SCALES APPROVED HORIZONTAL PLAN SCALE 1" = 20' KEYMAP C-3333 PARKING AREA -WEST IRRIGATION PLANS 1----+---+--+-------------+-------t DESIGNED BY: DRAWN BY: CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5763-, 1-----+----+---+-------------+------l CHECKED BY: DATE : SHEET 7l OF ~€ --1-,.,. ___________________ ..,_--1, __ -1,, _ _.. ____________ ..... ___ ....1, ____ ~----..1..-------------~---...;;....;;,~ ---· ____ j PUBLIC WORKS DEPT. DATE ~±-=::c-••,--=-..----~--;;;;;;;:::;..._-,....------::-:~:::;;;;~ ----,.... .J'---~ ,_. -___,__ --.----------------------------------------------------------------------------------------:.._ ___ , ______ , __ _ T T -- 3 1 1 1 1 11 ,1--- I I ,>------ I I ,1--- 11 11 11,1--- I I 11------------ I I ,1--- 11 11 3/4.1 I I I ,1------------ I I If-------------- T T T T J L_+-+---t-+-~~ls.~$::::-1=:~-;;;;..;:i;-;~-====l-==-1====-~~=t--==--E:=---1=~:::::.___:-==J:~=-==J:3:-=3-:::~~-•~--E-t=~~=----=t~=---=-::t~:c--=I --==t-==-t==l©----,------,, .. ,-----,-----,2! <~ I I ,. , TJ/4.-------"' I .....-.-,..---l---'-9' -.-Jj7 --~ V .. 7 11 11 1 1 I l111t 11 11 ,. J ,-----r-- 11/ " 25 / BB\ \ 1" I I 11 11/4" 1 1 II I 11 ,,,I -~ r I I 11 I I 11;4• 11 11 I 11 11 11 11 11 11/2' J -_,__ -1- 21 / B7\ \ 1" / 1' -21 / B5 \ 27 / B6 \ \---2.:.__,, \ 1.5" / REFER TO NOTE 'A' AT RIGHT / NOTE A: CONTRACTOR SHALL PROVIDE LATERAL LINE STUB-OUT OUTSIDE OF VALVE BOX FOR FUTURE ADJACENT PHASE TWO IRRIGATION CONNECTION. WIRES FOR THE PROPOSED VAL VE SHALL BE INSTALLED AND ROUTED BACK TO PROPOSED CONTROLLER TO FACILITATE FUTURE CONNECTION. VERIFY ALL LAYOUT IN FIELD WITH CITY'S AUTHORIZED REPRESENTATIVE. NOTE: MAINLINE SHOWN WITHIN PAVING FOR CLAR/7Y ONLY, ACTUAL MAINLINE LOCATION TO BE A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. NOTE: CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRE:D TO ACCOMMODATE ANY VE:RTICAL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, ETC. VERIFY ALL HEAD LAYOUT WITH CITY'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. PIPE SIZING CHART 0 TO 5 GPM 3/4-SCH. 40 PVC PIPE 5 TO 10 GPM 1" SCH. 40 PVC PIPE 10 TO 15 GPM 1-1/4 SCH. 40 PVC PIPE 15 TO 20 GPM 1-1 IT SCH. 40 PVC PIPE 20 TO 30 GPM 2" SCH. 40 PVC PIPE 30 TO 45 GPM 2 112" SCH. 40 PVC PIPE 45 TO 95 GPM 3" SCH. 40 PVC PIPE NOTE: CONTRACTOR SHALL SIZE ALL LATERAL LINES PER PIPE SIZING CHART, IN NO INSTANCE SHALL PIPE SIZE EXCEED DESIGNATED GPM RANGE. ,-----VALVE NUMBER (D-35 _---G.P.M. ~----VALVE SIZE Sweeney & Associates, Inc. Irrigation Dealgn & Conaultlng 38730 Sky Canyon Drive, Suite C /'~\ Murrieta. CA 92583 j ~ Ph. 908·481-8830 Fax. 909--481-8850 • -. E-mail, !sweenay1eearthllnk.net ,. 11 0 1 1 o ~ SEE SHEET 80 FOR IRRIGA llON LEGEND SEE SHEET 81 FOR IRRIGA llON DETAILS -· -------■--■- _\, _____ _ -- I Expiration Date 20 10 0 20 40 Dote or c~ PHASE 1 PARKING LOT -EAST I PHASE 2 PALM STREET lf'-~?~i='M--;;,~ rn IO • l ,....~ 1 1 __ .. ~··~-. ;;:_,!:. • 11[ • SEE SHEET 78 SEE SHEET 0 I :'l•C::Jl'1:ihfi'!-•··~-;,;---"'--='11 □□-'C AS BUIL Hillcrest Contracting, Inc. P.O. Box 1898 • '' ' 11111111 11111111 KEYMAP CoRma, CA 92878-1898 C-3333 r==:=---==---------i---;:-:-::~~--:-;-;:::-:-;-::~:;:-;:~:::-;-:---'T-----::::::-:==:::::-------r----::~::-=:-::----,----------~~~. PREPARED BY: ~~ CITY OF NEWPORT BEACH REVISIONS PROFILE SCALES ! I ~ ,-----------------------,No. DATE BY APPROVED HORIZONTAL : THIS PLAN IS SIGNED BY TH E CITY OF NEWPORT BEACH FOR p ARKING AREA -WEST ' N u V I s CONCEPT AND ADHERENCE TO THE CITY STANDARDS AND LANDSCAPE ARCHITECTURE REQUIREMENTS ONLY. THE CITY IS NOT RESPON SIBLE FOR PLAN SCALE IRRIGATION PLANS DESI_GN ASSUMPTIONS AND ACCURACY. ,' : t,0 ~ ~ ~L-~ ~N: N ~ t~ ~ APPROV~~ (o!'tz;a t==t===J==J=====================1======jr[Ji:CCES:;;;IGWNE:;;Dc~iv.:,7=~i~i:;:;;;W"N asyv., ~f-C-I_T_Y_O_F_N_E_W_P_O_R_T_B_E_A_C_H_-r--R--5-7_6_3 ___ 8_ j PUBLIC WORKS DEPT. DATE r----+---+----+----------------1-----ICHECKED BY: DATE : PUBLIC WORKS DEPARTMENT SHEET 77oF 9~~ I I- C/) r-,.. w r-,.. .,.... 3: 1- w l-W ooOW <(...JI IC, Cl) CL.zw -w ff Cl) <( CL I 3 • 21/"" I . L ~~·: r-"21 2· ~ I --6. i ' -- ' I ! I ' ' I I ' I e ' ' I I I I ' I ~ 6 I ( ' ! I ' I ! REFER TO NOTE "B" 1- & REFER TO I ! I I 6 I i BELOW ,,,-1" I ' 0 ' -- NOTE "c" 6 I I I I I 1111/4" 15 BELOW i 6 6 6 I I ' i I 0 ~-' ' I ' I 6 B I I ' I I I I ' I ' I I I 1, I 'C2 6- "-& J 'li--11 I ' 1. ------- 2 ! ' n-i-----"k-REFER TO NOTE "D" BELOW I I 11 I I I I ,_,I I I 11/4" 11/4" 41 . 0 • • & '--REFER TO NOTE "E" BELOW PHASE 2 -·~ PHASE 3 PARK SEE SHEET 63 '~ -'"""' ; KEYMAP SEE SHEET 80 FOR IRRIGA llON LEGEND SEE SHEET 81 FOR IRRIGATION DETAILS ---~·-~vALVE NUM BER ~.P.M. L-----VALVE SIZE ' ~ #-=;;;. \\o;:::~:=:: 4• 1 : I 3/{•_ r21/2"_ _ --..... PHASE 3 PARK SEE SHEET 79 Sweeney & Associates, In c. lrrlSiillatlan De•lgn &. ConaulHng .. ~'i. • llfip/ ~,;; n " 38730 Sky Canyan Drive, Suite C ;: D .:'. ;:,,-- "'wv SMH© w REFER TO NOTE "A" BELOW I ----<@1----- _4(]__-lsi3\ / \ID • /814\/1 111;2· 24 \iv _ i ~ I I 11 !Poe ·B; 1s IA 11 2· □~MES Ic w#l'ER 4ETER lw1TH IA 2" lsERVl ~E LIJE. v RIFY IZE, ocATloN, 4No iPRES$URE, I IN Fl LD, l'/ITH ~ITYS 'AUTHQRIZEDi REP~ESENf ATIVE , PRIO ~ TO OMM~NC IN WO~K. •1'STAT1cl PRE?SUREJ I I ·1· j65 P~I i ·1 I I I I I I DESIGN PRESSURE , • 58 PS I ' 1 • • • 1 MAXIMUM DEMAND 42 GPM NOTE B: CONTROLLER 'B' SHALL BE A NEW RAIN MASTER MOD. # H16 -DX-24-DXFLOW- DX-RF-EV-RADIO-F-EV-ANT-FD-PMRKIT. FINAL LOCATION OF CONTROLLER AND ELECTRICAL POC SHALL BE CONFIRMED WITH CllY'S AUTHORIZED REPRESENTATIVE I ' ' II ' ' coo\ \; 1· 3/4" _JJ/ • 11 4• 1 • J" o, " CO'"'"" wor _11/4 : , _ 11/f ~ -. _ _ 11'/4" _l j_ I 11 4" ~4~~~4~~;:::::::;~~~-~I_;;;~-~-, ;.,;:::;;;f..,;;;;+~~;;;;;.~=--:;::_;;_;;;t, ,_;;~§~;;:;:;,,;:::::::;~~~~¼,;:::::::;~~~=-~:;::_;;~i=:-~~==--=t'--:--===---=--==:--:::=--=-~~~~~~~~ ... r~~1.'il11:::±-':=--:::I - - ,_ -;- 11 11 I 11• i I 1 1 11 I I ---~ NOT C: CONTRACTOR SHALL PROVIDE LATERAL LINE STUB-OUT OUTSIDE OF VALVE BOX FOR FUTURE ADJACENT PHASE TWO IRRIGATION CONNECTION. WIRES FOR THE PROPOSED VALVE SHALL BE IN STALLED AND ROUTED BACK TO PROPOSED CONTROLLER TO FAC ILITATE FUTURE CONNECTION . VERIFY ALL LAYOUT IN FIELD WITH CllY'S AUTHORIZED REPRESENTATIVE. ----4 --1'. -,-i -.- -r---,- 0,EO I i ! !' ONT ACTOR SHALL PR VIDE IRRIG TION MAINLIN E S US-UT A THE LIMIT OF WORK FOR FUTURE ADJACENT IRRIGATION IMPROVEMENTS CONNECTION. CONTRACTOR SHALL ROUTE A MIN. OF ONE ADDITIONAL COMMON WIRE AND FIVE ADDITIONAL CONTROL WIRES FROM CONTROLLER TO THE LIMITS OF WORK AND SHALL INSTALL SAID WIRES WITHIN A ROUND PLASTIC PULL-BOX FOR FUTURE SYSTEM CONNECTION. CONTRACTOR SHALL VERIFY ALL IRRIGATION SYSTEM LAYOUT IN FI ELD WITH CllY'S AUTHORIZED REPRESENTATIVE PR IOR TO BIDD ING AND PRIOR TO COMMENCING WORK. I I I ! I I I w w I I -l--_. T NOTE E: lei v, It □ CONTRACTOR gHALL PROVIDE LATERAL LINE STUB-OUT WITH IN THE PHASE TWO LIMITS OF WORK FOR FUTURE ADJACENT PHASE TWO IRR IGATION CONNECTION. VERIFY ALL LAYOUT IN FIELD WITH CllY'S AUTHORIZED REPRESENTATIVE. • 4 3/ I rl 6. 33 11/ 1/ • 4• 1/4" 21/2" 33 1/4" 11 4" t 2" 1 • 3/ • 20 11/2" 17 19 1/4 I 3/ I , i I I I I L -- 11 I 113/4" ----{ I I I I I I I I I I I I I ~I J ~ ....::,; ----t i ---,I ---,1 -~' I ------, -I ---+-I __ I AS BU~l I ~-_____, I ryo Hillcrest Contracting; Ille; ~~-7"1 I P.O. Box 1898 I Corona, CA 92878-1898 ryo ~---r-r--n I ~~ I I Purleta,CA9258a j ~ Ph. 909-481·8830 Fax. 909-48Hl8l!O • • E-.mai~ lswaaneyteaarth!ink.net "' u O 1 , o + NOTE: 1 \ \ \ I I J PIPE SIZING CHART 0 TO 5 GPM 314" SCH. 4-0 PVC PIPE 5 TO 10 GPM I" SCH. 4-0 PVC PIPE 10 TO 15 GPM 1-1/4" SCH. 4-0 PVC PIPE 15 TO 20 GPM 1-1 /2" SCH. 4-0 PVC PIPE 20 TO 30 GPM 2" SCH. 4-0 PVC PIPE 30 TO 45 GPM 2-1 /2 SCH. 4-0 PVC PIPE 45 TO 95 GPM 3" SCH. 4-0 PVC PIPE NOTE: CONTRACTOR SHALL SIZE ALL LATERAL LINES PER PIPE SIZING CHART, IN NO INSTANCE SHALL PIPE SIZE EXCEED DESIGNATED GPM RANGE. MAINLINE SHOWN WITHIN PAVING FOR CLAR llY ONLY, ACTUAL MAINLINE LOCATION TO BE A MINIMUM OF 1 8" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES lYP. NOTE: CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTR UCTIONS THAT MAY OCCUR, INCLUDIN G BUT NOT LIM ITED TO LIGHT POLES, FIRE HYDRANTS, ETC. VERIFY ALL HEAD LAYOUT WITH CllY'S AUTHOR IZED REPRESENTATIVE PRIOR TO COMMENC ING WORK . " WATER PRESSURE CALCULATIONS POC NUMBER B POC SIZE 11 /2" HYDRAULIC GRADE LINE NIA POC ELEVATION NIA ELEVATION DIFFERENCE NIA STATIC PRESSURE (PSI) 65 REMOTE CONTROL VALVE # B17 REMOTE CONTROL VALVE SIZE 11 /2" R.C.V. DEMAND (GPM) 42 TOTAL DEMAND [GPMl 42 R.C.V. ELEVATION STATIC PRESSURE AT R.C.V. 30 SIZE DESCRIPTION PSI LOSS 2" SERVICE LINE 1 0.8 PSI 11 2'' WATER METER 3 3.6 PSI 11 2" BACKFLOW PREVENTER 4 . 12.0 PSI 2 GATE/BALL VALVES 5 0.5 PSI 11 /2" MASTER CONTROL VALVE 6 . 1.5 PSI 21 /2" 495 FEET OF MAINLINE: 1YPE CL. 315 7 3.1 PSI FEET OF MAINLINE: 1YPE 8 0.0 PSI 2" REMOTE CONTROL VALVE 9 2.5 PSI 10% LATERAL LINE LOSS 11 2.0 PSI 10% FITTING LOSS 11 2.6 PSI 0 ELEVATION CHANGE ( P.O.C. TO HIGHEST HEAD) 1, 0.0 PSI TOTAL SYSTEM PRESSURE LOSS (SUM OF 111 THRU 11 12) 1 .' 28.6 PSI PRESSURE REQUIRED AT HEAD 1' . 30.0 PSI TOTAL PRESSURE REQUIRED (SUM OF 1113 AND II 141 1 ~ -58.6 PSI STATIC WATER PRESSURE ( FROM ABOVE! H 65.0 PSI RESIDUAL PRESSURE (SUBTRACT II 15 FROM II 161 1 -6.4 PSI SET PRV OR MCV AT 1 # 15 PLUS 10 PSil 1i 0.0 PSI PRESSURE BOOST IF REQUIRED f/115 -11 16 + 20 PSll 19 0.0 PSI C-3333 PROFILE SCALES -~ 1-----------------------iN..;,O;:.:+ . ..:D~A..:.TE.:.,:..+B::.Y.:...+-:-:::-:-:-=:::-:-:-=--:::-:-:-=::::--:::::::-:;:::----t-A_P_P_R_o_v_E_D-; HORIZONTAL THIS PLAN IS SIGNED BY THE Cl1Y OF NEWPORT BEACH FOR l 1 /07 /03 OCEAN FRONT PLANTING REV'S . PARKING AREA EAST IRRIGATION PLANS 20 10 0 20 40 '-" w ""------Signature Expiration Dote Dote OF C~L NUVI S LANDSCAPE ARCHITECTURE AND PLANN IN G IX: 714.754.7346 IH: 71.4.7 54.731 1 CONCEPT AND ADHERENCE TO THE Cl1Y STANDARDS AND REQU IREMENTS ONLY. THE Cl1Y IS NOT RESPONS IBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. APPROVED PUBLIC WORKS DEPT. DATE PLAN SCALE 111 = 20' 1----+---+---+-----------j-------j DESIGNED BY: DRAWN BY: f------1--.......jl--l-------------+-----j CHECKED BY: DATE : CITY OF NEWPORT BtACH PUBLIC WORKS DEPARTMENT R-5763-S SHEET 78 OF 96 I ---35 ~-REFER TO NOTE "c" BELOW------~ 36 INSTALL 1" PVC SCH. 40 CONDUIT IN PARKING LOT. TRENCH 11 I I 21/2 28 B11 1.5' r 40 ......__REFER TO NOTE "c" BELOW 3 4• ~ ~ I! Vf:f "'f \( n,fon 11 AS'14+'Phfi !i a ~ KEYMAP SEE SHEET 80 FOR IRRIGATION LEGEND SEE SHEET 81 FOR IRRIGATION DETAILS -----VALVE NUMBER 35 ----G.P.M. --···.''""'."=.""' .. =f ""' rn '°" .,.. acu,w EXCAVATION AND BACKFILL SHALL CONFORM TO THE DETAIL 'Q' ON SHEET 74 (DETAIL PROVIDE BY CITY OF NEWPORT BEACH). IRRIGATION CONTRACTOR SHALL COORDINATE CONDUIT ROUTING WITH ELECTRICIAN. VERIFY ALL LAYOUT IN FIELD WITH CITY'S AUTHORIZED REPRESEN TATIVE. I PRO IDE PULL-OX ER C TY S AND!RDS 1111 ~-REFER TO NOTE "E" BELOW r21;t ~ ------, lPHASE3@ PARK ~---VALVE SIZE r~ SEE ,1 =~SHEET 79 Swea ney & Associates, Inc. lrrlon "tJon Design & Conaul tlng --!)i lftJq-:::::--_-= - L- I I .- 1 1--- L I ~ ~ ,,.-:;:; ,::,--' --;.,:::: :::---- L-':r" :::---- :::----1- 1 1--- L I I ,- 1 I I I I ' "}r·'~It 21/2" REFER TO NOTE "A" BELOW 11 11 I 11 .. 11 11 11 << 1'i. • I .f',t . -::-. : .. 3 4 3 4' 3/ • 3/ • 3L4" 3/4" 3 4• .. , -::-.. ... • -···· ... :.... . .. : ..... L ......... :. . ...... : ... -::--~~---r\17~: ·-.~~ • • ~--· ! \ I I II I ,1 ,111 • •• \ . ~ n ~ 38730' Sky Canyon Drive, Suite C £" -7~ Murrieta. CA 92563 j ~ Ph, 909-461-6830 Fax. 809-461-8850, , E-mail: lsweeney1@earthllnk.net -f tJ O 1 ,. 0 4 ---@---- 40 NOTE B: 24 1111/2" 11 b r 1 CONTROLLER 'B' SHALL BE A NEW RAIN MASTER MOD. # H1 6-DX-24-DXFLOW- DX -RF-EV-RADIO-F-EV-ANT-FD-PMRKIT. FINAL LOCATION OF CONTROLLER AND ELECTRICAL POC SHALL BE CONFI MED WITH CllY'S AUTHORIZ D REPRESE TATIVE PRIO TO OMM NGIN WO K. 11 4" --1 NOTE C: CONTRACTOR SHALL PROVIDE LATERAL LINE STUB-OUT OUTSIDE OF VALVE l .. , \~, ' ~ i \'l I i ! ' \ 1/ ,,,,...._""'"' .,,., .,... ( ! \ : \ 3/4' 11 4• . i~J 13/ ·r··· I" 4• 1/4" 21/2" 11/ 1/~ 11 4" 3/ • BOX FOR FUTURE ADJACENT PHASE TWO IRRIGATION CONNECTION. WIRES FOR THE PROPOSED VALVE SHALL BE INSTALLED AND ROUTED BACK TO PROPOSED CONTROLLER TO FACILITATE FUTURE CONNECTION. VERIFY ALL LAYOUT IN FIELD WITH CllY'S AUTHORIZED REPRESENTATIVE. -------il I _j' lfj_ DTE : CONTRACTOR SHALL PROVIDE IRRIGATION MAINLINE STUB-OUT AT THE LIMITS OF WORK FOR FUTURE ADJACENT IRRIGATION IMPROVEMENTS CONNECTION. CONTRACTOR SHALL ROUTE A MIN. OF ONE ADDITIONAL COMMON WIRE AND FIVE ADDITIONAL CONTROL WIRES FROM CONTROLLER TO THE LIMITS OF WORK AND SHALL INSTALL SAID WIRES WITHIN A ROUND PLASTIC PULL-BOX FOR FUTURE SYSTEM CONNECTION. CONTRACTOR SHALL VERIFY ALL IRRIGATION SYSTEM LAYOUT IN FIELD WITH CITY'S AUTHORIZED REPRESENTATIVE PRIOR TO BIDD ING ND • RIOR TO OMM NGIN WO K. , "'' u.~, ,ii n NOTE E: h .• • ,,., •• CONTRACTOR SHALL PROVIDE LATERAL LINE STUB-OUT WITHIN THE PHASE TWO LIMITS OF WORK FOR FUTURE ADJACENT PHASE TWO IRRIGATION CONNECTION. VERIFY ALL LAYOUT IN FIELD WITH CITY'S AUTHOR IZED REPRESENTATIVE. PREPARED BY : 11/2" j__ CITY OF NEWPORT BEACH I i 33 11 • \ iL..L-~ II .. , 11 11 I , . .... .. ••,\ \.. ----;\;tr I \ .....___, '··· I _., ... •· ... 17 /fil2\ I I•·.· 3/4' • <1-1+-. ~ '' ®-:-.... 1-'.'1-:::·:1-!i; ,..1·::i..3/_:_'"+-tf±:tI~:...-=~="':..:;:~-=:.-.:rsw-~~ PIPE SIZING CHART 0 TO 5 5 TO 10 10 TO 15 GPM 3 4" SCH. 40 PVC PIPE GPM 1" SCH. 40 PVC PIPE GPM 1-1 4 SCH. 40 PVC PIPE 15 TO 20 GPM 1-1 2" SCH. 40 PVC PIPE 20 TO 30 GPM 2• SCH. 40 PVC PIPE I I I I I I L - -! I .:;2,.1,,.-lil, =1:~½C -_______, I I " ---- 1 11 ii __ !10 ..--_______, I L,,,,,-...-!-~I 11 ---- :1 ,l'------i REVISIONS I I :I LL....'--L...L.."-' II i ~I" ~I i I - NOTE: 30 TO 45 GPM 2-1 2" SCH. 40 PVC PIPE 45 TO 95 GPM 3" SCH. 40 PVC PIPE. NOTE: CONTRACTOR SHALL SIZE All IATERAL LINES PER PIPE SIZING CHART, IN NO INSfANCE SHALL PIPE SIZE EXCEED DESIGNATED GPM RANGE. MAINLINE SHOWN WITHIN PAVING FOR CLAR llY ONLY, ACTUAL MAINLINE LOCATION TO BE A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. NOTE: CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIM ITED TO LIGHT POLES, FIRE HYDRANTS, ETC. VERIFY ALL HEAD LAYOUT WITH CllY'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK . C WATER PRESSURE CALCULATIONS POC NUMBER B POC SIZE HYDl,AULIC GRADE LINE N A POC ELEVATION ELEVATION DIFFERENCE N A STATIC PRESSURE PSI REMOTE CONTROL VALVE B17 REMOTE CONTROL VALVE SIZE R.C.V. DEMAND GPM 42 TOTAL DEMAND GPM R.C.V. ELEVATION STATIC PRESSURE AT R.C.V. SIZE DESCR IPTION PS I LOSS 2" SERVICE LINE 0.8 11 2" WATER METER 3.6 11 2" BACKFLOW PREVENTER 12.0 2" GATE BALL VALVES 0.5 MASTER CONTROL VALVE 1.5 11 2" 21 2" 495 FEET OF MAINLINE: TYPE CL. 315 3.1 FEET OF MAINLINE: TYPE 2" REMOTE CONTROL VALVE 10% LATERAL LINE LOSS 10% FITTING LOSS a ELEVATION CHANGE P.O.C. TO HIGHEST HEAD PRESSURE REQU IRED AT HEAD TOTAL PRESSURE REQUIRED SUM 0 14 STATIC WATER PRESSURE FROM RESIDUAL PRESSURE SUBTRACT 16 SET PRV OR MCV AT 15 PLU PRESSURE BOOST IF REQUIRED 1 0.0 2.5 2.0 2.6 a.a 28.6 30.0 58.6 65.0 6.41 0.0 0.0 11 2" N A 65 11 2" 42 30 PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI C-3333 ~ <-----------------------ND. DATE BY APPROVE HORIZONTAL PARKING AREA EAST IRRIGATION PLANS 20 10 0 20 40 Signature Expiration Dole-- NUVI S LANDSCAPE ARCHITECTURE AND PLANN I NG fX: 7IL754.7346 !H: 714.754.7311 THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO THE CITY STANDARDS AND REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND...ACCURACY. (\~~ APPROVED r~ ~' l--t---t--+-------------,--------1 PLAN SCALE 1" = 20' 1---+---+--+---------------i-------, DESIGNED BY: DRAWN BY: R-5763-S 1---+----+--+--------------+--------i CHECKED BY: DATE : PUBLIC WORKS DEPT. DATE .__ ______________________________________________________ ,L._ ____________________ .L.., ____________________ ...__,._ __ ..__, .... ____________ ..... ___________ ..._ ____ ..., ________ ~ ______ ..._ _____ ~/,/ CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 78 OF 96 PHASE 1 PARKING -WEST SEE SHEET 78 ;--+---REFER TO NOTE "c" ABOVE 3/4" 1" -------------"· ----- 11/4' r 11/4" 11/2" 114" 114' 1. " rr 11/2; ·-4" ' i 1 -" il!Lf, 3/4' 3/4" 1" • 11/4" 3/4" 11/4" 2· 11/4 1" 11 4" D 3 4 • 2" ...-------4--<I I LL 40 3/4' ' r' .... 1.• -·1r/4'0 -" ,. ·-·,1~."".2· .. , _-:.· 2~· \f.~~1.._::-:_=r-,.1 :::i:~=--f. --:_::-:-1=-=~=i:=~-=r:1 ::-::::;:::~ lii----___ _ LIMIT OF WORK ' 20 10 0 20 40 32 \.~\iDSCA 'll STONf ---~ tP ·:::::i '--' > r'1 "--' -~~ cc, ~ ------Signature Expiration Dale PREPARED BY : P:iiiilliiil NUVIS LANDSCAPE ARCHITECTURE AND PLANN I NG fX : 714.754.7346 IH: llA.754.7311 REFER TO NOTE "B" ABOVE REFER TO NOTE "A" ABOVE CITY OF NEWPORT BEACH THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO THE CITY STANDARDS AND REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AN C RACY. REVISIONS NO. DATE BY 0 TO 5 5 TO 10 10 TO 15 15 TO 20 20 TO 30 30 TO 45 45 TO 95 NOTE: NOTE A: CONTROLLER SHALL UPGRADE THE EXISTING 24 STATION RAIN MASTER IRRIGATION CONTROLLER INSTALLED AS PART OF THE ADJACENT PARK IRRIGATION IMPROVEMENTS WITH A RAIN MASTER DX-3DX-DXFLOW-DXRF-EV-RAOIOF-EV-ANT-FD-PMRKIT IRRIGATION CONTROLLER. INSTALL CONTROLLER INSIDE THE EXISTING STAINLESS SfEEL ENC LOSURE (VERIFY ACTUAL LOCATION IN FIELD). CONTACT SCOTT KYLE FOR COORDINATION OF CONTROLLER MODIFICATION AT 949-212-8013. NOTE B: CONTRACTOR SHALL CONNECT PROPOSED 3" IRRIGATION MAINLINE TO THE EXISTING 3" IRRIGATION SYSTEM MAINLINE DOWNSTREAM (AFrER) EXISTING BACKFLOW DEVICE AND BOOSTER PUMP. CONTRACTOR SHALL VERIFY ACTUAL EXISTING IRRIGATION SYSTEM MAINLINE LOCATION IN FIELD WITH CITY'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK" CONTRACTOR SHALL REFER TO THE IRRIGATION RECORD DRAWINGS FOR ADJACENT EXISTING PARK IRRIGATION SYSTEM LAYOUT. CONTRACTOR SHALL CONNECT VALVES C18 THROUGH C28 TO THE PROPOSED CONTROLLER. CONTRACTOR SHALL PROVIDE ALL WIRES, SLEEVES, ETC. AS REQUIRED FOR COMPLETE CONNECTION OF THE PROPOSED WIRES TO THE PROPOSED CONTROLLER. NOTE C: BEFORE DEMO FOR PHASE 1, INSTALL ONE (1) LEIT 4008 SOLAR CONTROLLER. LOCATE WIRE BUNDLE FROM PARKING LOT CONTROLLER AND CONNECT TO NEW LEIT 4008, ALSO INSTALL NEW LEIT SOLENOIDS TO OPERATE EXISTING VALVES IN PARK . VERIFY ALL LAYOUT IN FIELD WITH CITY'S AUTHORIZED REPRESENTATIVE. NOTE: MAINLINE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL MAINLINE LOCATION TO BE A MINIMUM OF 18" OFF ADJACENT HARDSCAPE ANO OTHER OBSTACLES TYP. NOTE: CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, ETC . VERIFY ALL HEAD LAYOUT WITH CITY'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK . ~----VALVE NUMBER PIPE SIZING CHART ~~G.P.M. GPM 314• SCH. 40 PVC PIPE GPM 1" SCH. 40 PVC PIPE GPM 1-1'4" SCH. 40 PVC PIPE GPM 1-1 12" SCH. 40 PVC PIPE GPM 2 SCH. 40 PVC PIPE GPM 2-172'' SCH. 40 PVC PIPE GPM 3" SCH. 40 PVC PIPE c__----VALVE SIZE Sweeney & Associates, Inc. lr"r"igation Design & Con•ultlng ~t • '~t o• n '• CONTRACTOR SHAl.l SIZE ALL LATERAL LINES PER 38730 Sky Canyon Prive, Suite C ;°'' -•~ Murrieta, CA 92583 ~ : Ph. 909--481'-B830 Fax. 909-481-8850 • • PIPE SIZING CHART. IN NO INSfANCE SHALL PIPE E-mail, laweeney1oearthllnk.net ,f (J O 1 1 o 4 SIZE EXCEED DESIGNATED GPM RANGE. SEE SHEET 80 FOR IRRIGATION LEGEND SEE SHEET 81 FOR IRRIGATION DETAILS ~ ·1111111111111111111 -:,._ 1111111 111 1111111 1· 111 111111 1 p " ..J . ' ' KEY MAPAS BUil ' PROFILE SCALES APPROVED HORIZONTAL PLAN SCALE Hillcrest Contracting lno. P.o, Box 1898 ' C~CA92878-1894J C-3333 PENINSULA PARK IRRIGATION PLANS r--: APPROVED 111 = 20' &1s<2:-t=l===J==l===================t====~~oE~siG~N~ED~B~Y,~DR~~W.N~sw.y,~l--c-1T_Y_O_F_N_E_W_P_O_R_T_B_E_A_C_H-,r--R-s_7_5_3_s_J DATE f----1---+---+-----------__j_ ___ _J CHECKED BY: DATE ' PUBLIC WORKS DEPAR1MENT SHEET 79 OF 96 , PUBLIC WORKS DEPT. r SYMBOL Q T H F 6.. .m. -<Th. E1.:-l l"9 El fll C'l~~- ~ ~ ._ ---_.._ G G 0 Ell "' "' l&ll IYl [El :)G-• -::JC- ------ ------- -------,£) ------=1 NO SYMBOL NO SYMBOL V ® MANUFACT. TORO TORO TORO TORO TORO TORO TORO TORO TORO TORO TORO TORO TORO TORO RAIN BIRD P.O.C. FEBCO GRISWOLD RAIN MASTER MATCO RAIN BIRD GRISWOLD RAIN MASTER N/A ALTEC AS APPROVED AS APPROVED AS APPROVED AS APPROVED AS APPROVED AS APPROVED AS APPROVED AS APPROVED SPEARS IRRIGATION MATERIAL LEGEND MODEL NO. / DESCRIPTION 570-6P-COM-5-Q/T/H-PC POP-UP TURF HEAD 570-BP-COM-10-Q/T/H/5-PC POP-UP TURF HEAD 570-6P-COM-12-Q/T/H/F-PC POP-UP TURF HEAD 570-6P-COM-15-Q/T/H/F-PC POP-UP TURF HEAD 570-6P-COM-4-EST/SST-PC POP-UP TURF HEAD 570-12P-COM-5-Q/T/H-PC POP-UP SHRUB HEAD 570-12P-COM-10-Q/T/H/5-PC POP-UP SHRUB HEAD 570-12P-COM-12-Q/T/H/F-PC PDP-UP SHRUB HEAD 570-12P-COM-15-Q/T/H/F-PC POP-UP SHRUB HEAD 570-12P-COM-4-EST/SST-PC POP-UP SHRUB HEAD 570-6P-COM-SB-360-PCD-.54 POP-UP STREAM BUBBLER HEAD 570-6P-COM-SB-360-PC-.54 POP-UP STREAM BUBBLER HEAD EACH SYMBOL REPRESENTS TWO BUBBLERS PER PALM. PLACE AT EDGE OF ROOTBALL ON OPPOSITE SIDES OF PALM TYP. EACH SYMBOL REPRESENTS: ONE (1) FB-25-PC-.25 FLOOD BUBBLER DEEP WELL ' TWO (2) 570-4P-COM-SB-90-PCD-.25 POP-UP SHRUB EACH CORNER OF PLANTER OPPOSITE EACH OTHER HEAD ONE IN EACH SYMBOL REPRESENTS: ONE (1) FB-25-PC-.25 FLOOD BUBBLER DEEP WELL PER PALM ON HARDSCAPE SIDE OF ROOTBALL ONE (1) 570-4P-COM-S8-90-PCD-.25 POP-UP SHRUB PER PALM ON OPPOSITE SIDE OF RDDTBALL INSIDE GROUPING OF PALMS 5006-PC/FC-SAM HEAD-112/231/446 POP-UP ROTOR HEAD NOTE: GPM .09, .12, .18 .33, .44, .66, 1.33 .48, .64, .96, 1.92 .75, 1.0, 1.5, 3.0 .43, .86 .09, .12, .18 .33, .44, .66, 1.33 .48, .64, .96, 1.92 . 75, 1.0, 1.5, 3.0 .43, .86 .54 .54, (1.08) 1-.25, 2-.25 , (.75) 3-.25, 3-.25 , (1.50) 1 .12,2.31,4.46 PSI 30 30 30 30 30 3D 3D 3D 3D 3D 30 30 40 40 45 RADIUS 5 FT 10 FT 12 FT 15 FT 4X15 FT 4X30 FT 5 FT 10 FT 12 FT 15 FT 4X15 FT 4X30 FT 2 FT 2 FT 2 FT 2 FT 32 FT NOZZLES NUMBERS WITHIN THE ROTOR HEAD SYMBOLS TO NOT EXACTLY CORRESPOND TO THE RAIN BIRD NOZZLE NUMBERS. NUMBERS FOR QUARTER, HALF, AND FULL HEADS ARE SHOW WITHIN THE HEAD MODEL NUMBER AS SHOWN IN THE LEGEND. POC 'A' 1" DOMESTIC METER WITH 1" SERVICE LINE, VERIFY SIZE, LOCATION, AND STATIC WATER PRESSURE IN FIELD POC '8' 11 /2" DOMESTIC METER WITH 2" SERVICE LINE, VERIFY SIZE, LOCATION, AND STATIC WATER PRESSURE IN FIELD POC 'A' 825-Y SERIES, 1" R/P BACKFLOW PREVENTION ASSEMBLY W/ MODEL 650 WYE STRAINER POC '8' 825-Y SERIES, 1-1/2" R/P BACKFLOW PREVENTION ASSEMBLY W/ MODEL 650 WYE STRAINER POC 'A' 2000-E SERIES 11/4" "EPOXY FUSED" MASTER CONTROL VALVE POC 'B' 200D-E SERIES 11 /2" "EPOXY FUSED" MASTER CONTROL VALVE POC 'C' 2000-E SERIES 11 /2" "EPOXY FUSED" MASTER CONTROL VALVE (IF REQUIRED) POC 'A' 11 /4" EVFM FLOW SENSOR, INSTALL PER MANUFACTURER'S RECOMMENDATIONS AND WIRE TO CONTROLLER POC 'B' 11 /2" EVFMFLOW SENSOR, INSTALL PER MANUFACTURER'S RECOMMENDATIONS AND WIRE TO CONTROLLER DETAIL A A A A A A A A A A A A A,M,O A,N ,O A NOZZLE N/A B C D POC 'C' 11 /2" EVFMFLOW SENSOR, INSTALL PER MANUFACTURER'S RECOMMENDATIONS AND WIRE TO CONTROLLER (IF REQUIRED) 754 SERIES BALL VALVE, LINE SIZE PER MAINLINE 44LRC QUICK COUPLER VALVE DW-PRV SERIES BRASS REMOTE CONTROL VALVE, SIZE AS SHOWN EVOLUTION DX2 CONTROLLERS, CONTROLLER 'A' & 'B' SHALL BE A PART OF A HYDROSCAPE CONTROLLER ASSEMBLY USING TOP ENTRY ENCLOSURES, CONTROLLER 'C' SHALL BE UPGRADED AS NOTED, CONTACT SCOTT KYLE @ RA/NMASTER @ 949-212-8013 CONTROLLER "A" SHALL BE A HYDROSCAPE MODEL NO. HS-16-DX-24X-DXFLOW-DXRF-EV-RADIOF-EV-ANT-FD-PMRKIT CONTROLLER "8" SHALL BE A HYDROSCAPE MODEL NO. HS-16-DX-24X-DXFLOW-DXRF-EV-RADIOF-EV-ANT-FD-PMRKIT CONTROLLER "C" IS AN EXISTING 24 STATION CONTROLLER, CONTRACTOR SHALL UPGRADE THIS EXISTING CONTROLLER TO A RAIN MASTER MODEL NO. DX-30X-DXFLOW-DXRF-£V-RADIOF-EV-ANT-FD-PMRKIT, INSTALLED WITHIN EXISTING ENCLOSURE 120 VOLT ELECTRICAL POWER, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD LEIT 4008, 8 STATION LIGHT POWERED IRRIGATION CONTROLLER, FOR EXISTING ADJACENT IRRIGATION SYSTEM , ALL EXISTING Rev's ON THE SYSTEM SHALL BE CONVERTED TO DC LEIT SOLENO IDS OF THE APPROPRIATE TYPE BASED ON VALVE MODELS VERIFY WITH CITY REPRESENTATIVE THE EXACT NUMBER OF EXISTING RCV'S AND THE LOCATION OF THE EXISTING WIRES PVC PIPE 3/4" -3" SCH. 40 AS LATERAL LINES 12" BELOW GRADE COPPER PIPE 3/ 4" -3" TYPE "K" AS LATERAL LINES 12" BELOW GRADE PVC PIPE 21/2" -3" CL. 315 AS MAINLINES 18"-24" BELOW GRADE COPPER PIPE 2" TYPE "K" AS MAINLINES 18" BELOW GRADE COPPER STUB-OUT/ CONNECTION TO FUTURE PHASE OF WORK CONNECTION TO EXISTING 3" MAINLINE FROM PRIOUS PHASE OF WORK, VERIFY SIZE AND LOCATION IN FIELD PVC PIPE SCH. 40 AS SLEEVING, TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED PLACE BELOW ALL PAVING, HARDSCAPE, ETC., AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. IRRIGATION CONTROL WIRE #14UF AWG DIRECT BURIAL (U .L. APPROVED) DS-400 PRE-FILLED WIRE CONNECTORS, USE ON ALL WIRE CONNECTIONS E F G H N/A p M l,L l,L,M N/A N/A J l,J,K K I ,ALVE NUMBER ~-G.P.M. 1~-----v.ALVE SIZE Sweeney & Associates, Inc. Irrigation Design &. Conlllflultlng o••~• • '••,, . ~ 28441 Rancho California Rd. Ste. K : ~ Temecula, CA 92590 ~ ~ Ph. 909-895·2867 Fax. 909-695-2467 , • E-malJ, lsweeney1oearthHnk.nat ◄ v O 1 1 o 4- PREPARED BY: NU VIS LANDSCAPE ARCHITECTURE AND PLANNING IX: 714.754.7346 IH: 71,!.75L7311 CITY OF NEWPORT BEACH f---------------------------1 NO. DATE THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO THE CITY STANDARDS AND -___ _ Controller : A IRRIGATION CONTROLLER RUN TIMES PLANT TYPE I SPRINKLER TYPE Days Per Week: 6 Shrub and Ground Covers: Spray Heads Stream Spray Heads Stream Rotor Heads Drip Turf Grass: Spray Heads Stream Rotor Heads Large Quarter Rotor Heads Large Half Rotor Heads Large Full Rotor Heads Trees: Bubbler Heads Eta 4.90 4.90 4.90 4.90 4.90 4.90 4.90 4.90 4.90 4.90 4.90 AKc PR RATE IE 0.40 0.40 0.40 0.40 0.80 0.80 0.80 0.80 0.80 0.80 1.74 1.24 0.50 0.64 1.74 0.50 2.40 1.20 0.60 2.00 0.70 0,70 0.80 0.90 0.70 0.80 0.80 0.80 080 1.00 RUN TIME (HOURS) 0.06 0.09 0.19 0.13 013 0.38 0.08 0.16 0.32 0.08 QUANTITY RUN TIME (HOURS) 16 0 0 0 0 0 0 0 0 0 1.00 0.00 o.oo 0.00 0.00 0.00 0.00 0.00 0.00 TOTAL NUMBER OF STATIONS: 16 o.oo 1.00 TOTAL RUN TIME IN HOURS: Controller: B IRRIGATION CONTROLLER RUN TIMES PLANT TYPE / SPRINKLER TYPE Days Per Week: 6 Shrub and Ground Covers: Spray Heads Turf Grass: Spray Heads Stream Rotor Heads Large Quarter Rotor Heads Large Half Rotor Heads Large Full Rotor Heads Trees: Bubbler Heads Ela 4.90 4.90 4.90 4.90 4.90 4.90 4.90 4.90 4.90 AKc 040 0,40 0.80 0.80 0 .. 80 0.80 0.80 0.80 PR RATE 1.74 1.24 1.74 0.50 2.40 1.20 0.60 2.00 IE 0.70 0.70 0.70 0.80 0.80 0.80 0.80 1.00 RUN TIME (HOURS) 0.06 0.09 0.13 0.38 0.08 0.16 0.32 0.08 QUANTITY RUN TIME (HOURS) 10 0.63 0 o.oo 4 0 0 0 0 8 0.50 o.oo o.oo o.oo o.oo 0.61 TOTAL NUMBER OF STATIONS: 22 TOTAL RUN TIME IN HOURS: 1.74 Controller : C IRRIGATION CONTROLLER RUN TIMES PLANT TYPE / SPRINKLER TYPE Days Per Week: 6 Shrub and Ground Covers: Spray Heads Stream Spray Heads Stream Rotor Heads Drip Turf Grass: Spray Heads Stream Rotor Heads Large Quarter Rotor Heads Large Half Rotor Heads Large Full Rotor Heads Trees: Bubbler Heads Eta 4.90 4.90 4.90 4.90 4.90 4.90 4.90 4.90 4.90 4.90 4.90 AKc 0.40 0.40 0.40 0.40 0.80 0.80 0.80 0.80 0.80 0.80 PR RATE 1.74 1.24 0.50 0.64 1.74 0.50 2.40 1.20 0.60 2.00 ~------DIRECT SUNLIGHT NOT REQUIRED FOR OPERATION OF CONTROLLER. VERIFY IE 0.70 0.70 0.80 0.90 0.70 0.80 0.80 0.80 0.80 1.00 THE FINAL ~g3~-:~Jt OF THE CONTROLLER WITH THP _ -WEPRESENTATIVE PRIOR TO INSTAL TION. t,';:i""'-.i ______ ALTEC LEIT 8000 LIGHT POWERED lb IRRIGATION CONTROLLER I rn1 DO NOT EXCEED THE MAXIMUM WIRE RUNS ,. ALLOWABLE FOR THE CONTROLLER. WIRE ,"-"~/ RUN EQUALS THE LENGTH OF THE COMMON WIRE PLUS THE LENGTH OF THE LONGEST PILOT WIRE RUN. 35" 14AWG 12AWG 10AWG 3,000 FT MAX. RUN 4,600 FT MAX. RUN 7,800 FT MAX. RUN I /~----ALTEC MODEL MCOL-8000L 35" TALL MOUNTING COLUMN WITH BASE. ALL WIRES ROUTE THROUGH BASE / TUBE. ~--CONCRETE PAD 18" X 11!" X 18" BEVEL EDGES FOR DRAINAGE '· ·, _ .. ,. '. . ~ FINISH GRADE u,;1u· :;• : -. '.0 .'.JJ,,,11 COMPACTEDSOIL ,_ .. , . ·,_.. ··:. \.', ~',-~ '--"--'-',L_- :. •. ·:, _.'.--.,....· .• -.-.. ~\ ~--ALTEC MOUNTING BASE/ELECTRICAL SWEEP FOR LOW VOLTAGE CONTROL WIRES SEE TRENCHING DETAIi. FOR WIRE DEPTH ®~~!~fs LEIT 4000 CONTROLLER REVISIONS PROFILE SCALES BY APPROVED HORIZONTAL RUN TIME (HOURS) 0.06 0.09 0.19 0.13 0.13 0.38 0.08 0.16 0.32 QUANTITY 3 0 0 0 8 5 2 5 5 0.08 0 TOTAL NUMBER OF STATIONS: 28 TOTAL RUN TIME IN HOURS: NOTE: RUN TIME (HOURS) 0.t 9 0.00 o.oo 0.00 1.00 1.91 0.16 0.79 1.59 0.00 5.64 THESE SUGGESTED RUN TIMES ARE FOR REFERENCE ONLY. ACTUAL RUN TIMES MAY DIFFER DUE TO VARYING SITE CONDITIONS. CONTRACTOR SHALL ADJUST RUN TIMES AS REQUIRED TO PROVl[(E APPROPRIATE WATER FOR EACH VALVE CIRCUIT. AS BU~LT C-3333 REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR PLAN SCALE BALBOA VILLAGE IRRIG ATION LEGEND FROM 2+50.10 TO 5+40 ' ( \ ~ 1 ~, · • · . /_ f') ,... DESIGNED BY: DRAWN BY: DESIGN ASS' I\APTlnNs AND ACC ~-1" = 20' APPROVED '\ ·t-: Mf \ Jt__ 1£)-,1,,S-dl.l---t---+----+------------+-----:_ ____ --+-------l CITY OF NEWPORT BEACH PUBLJC WORKS DEPARTMENT R-5763-S 1 ' PUBLIC WORK~ DEPT. DATE CHECKED BY: DATE : SHEET80oF 96 ! T __ ,. -_----------=-------i--------.......---------r---------,------_-_--=---.:::_--_--. I .------FINISHED GRADE IN TURF AREAS r----PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "BV" ONTO LID. ~-BALL VALVE, SEE LEGEND FOR SPECIFICATION -FINISHED GRADE IN SHRUB AREAS ,. ___ PRESSURE SUPPLY LINE DEPTH AS PER SPECS. '----PVC MALE ADAPTER .I---BRICK SUPPORTS l ~-----BRASS UNION '--------BRASS NIPPLE ~--------LANDSCAPE FABRIC NOTE: SF~r.n_o_N_YI-EW--N-JS _____ 3/4" ROCK, 2 CUBIC FT. BOX TO BE INSTALLED AS TO ALLOW FOR PROPER OPERATION OF BALL VALVE INSTALL AT RIGHT ANGLE TO HARDSCAPE EDGE, INSTALL VALVE OFF-CENTER IN BOX. INSTALL VALVE BOX EXTENSIONS AS REQUIRED TO ACHIEVE PROPER VALVE INSTALLATION AT MAIN LINE DEPTH. DIMENSION A B C D 1 /2" TO 4 • IN SIZE 35• 24" 24" 4" SECTION YIEW N.T.S. Q)~~~YsE INSTALLATION PROVIDE ONE TORO FB-25-PC .25 GPM BUBBLERS PER TREE ,.,------RUBBER DRAIN CAP MISSION RUBBER CO. NO. 0704-015, 4" =="'R=nr":':':':S~lE'"'ci'i''c"'" ______ FINISH GRADE • + + .------BUBBLER HEAD, SEE _ + + + + LEGEND FOR SPECIFICATION + + -TOP 1" BELOW FINISH GRADE • + + + + + + i--+-'l-r="4h-------SCH 80 NIPPLE, LENGTH ~(!II: • AS REQUIRED, 2 REQUIRED + + • + + + + + + + + + + + + • + + + + -+ + ·+ + • + + + + + + + l=.-He.c+---------VALCON 1/2" ANTI DRAIN VALVE o•o o•o 97: .o --------NATIVE SOIL --------PVC LATERAL LINE -------DRILL THROUGH PIPE o·o. 6 ~· .• ~o. ~o '{j o 1/2" PVC ELL (SxT) •oo • 0 00 ):>~•Qe[',,J,t--------4" DIA. x 36" LONG .• o kt PERFORATED PVC DRAIN PIPE "\! e;c'J FILL WITH 3/4" GRAVEL TO ..,,,__l--"--"-1-"--"""""'0 """'• -_i BOTTOM OF CHECK VALVE '--------------AMMENDED BACKFILL ~---------------ROOT BALL OF TREE @~~,!',:"'ELL BUBBLER r------FINISHED GRADE IN TURF AREAS r----PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "FS" ONTO LID. FLOW SENSOR, SEE LEGEND FOR SPECIFICATION -FINISHED GRADE IN SHRUB AREAS 11)-\\!:!±;e;e,J:!:~--24" WIRE LOOP PVC MAINLINE PIPE PER SPECISIFICATION BRICK SUPPORTS .__ ______ LANDSCAPE FABRIC '---------3/4" ROCK, 2 CUBIC FT. ~--------------PVC MAINLINE PIPE TO MASTER VALVE SECTION YJEW -N TS PER SPECS. AND PLAN. NOTE: INSTALL FLOW SENSOR AS PER THE MANUFACTURER'S RECOMMENDATIONS WIRE TO IRRIGATION CONTROLLER. ' USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH ON THE DOWN-STREAM SIDE OF THE FLOW SENSOR. WIIIIUl&llllllllllllMlfllllllliWWIIIIMlllllllll! • FINISH GRADE LATERAL LINES, SEE SPECS. DIMENSION A B C 1/2" TO 2-1/2" IN SIZE 18" 12" 4• 3" TO 6" IN SIZE 24" X 4• SECTION VIEW -N.T.S. w~~~~STALLA TION ~-----DRIP LINE OF TREE FB-50-PC-.45 FLOOD BUBBLER DEEP WELL AT EDGE OF ROOT BALL _...---570-4P-COM-SB-90-PCD-.47 POP-UP SHRUB HEAD ,----PVC LATERAL LINE LATERAL LINE PIPE ® SYMBOL ON DRAWING ®~~~f.LANTER LAYOUT Sweaney & Associates, Inc. Irrigation Deeign &. Consulting 'It. • I li,p c,"'" ,.Q 28441 Rancho C8Iifornia Rd. Ste. K £' ,."'.:'. Temecula. CA 92590 ~ ~ Ph. 909·695-2367 Fax. 909-695-2467 E-mail, lsweeney1oearth1ink..net PREPARB> BY : r------FINISHED GRADE IN TURF AREAS -----PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "MV" ONTO LID. ,----MASTE CONTROL VALVE, SEE LEGEND FOR SPEC. -FINISHED GRADE IN SHRUB AREAS pimnmr 11111?\\':'~:':,ffl~-24" WIRE LOOP ~t;::;;;i:R;i~~~--VALVE ID TAGS ,--,-,----,,..,. 4->-----',.__-PVC SCH 40 FEMALE ADAPTER, 2 REQUIRED ~--PVC MAINLINE TO FLOW SENSOR, PIPE PER SPECS. ~~---BRICK SUPPORTS '-------BRASS UNION ~------BRASS NIPPLE TYP . .__ _______ LANDSCAPE FABRIC '----------3/4" ROCK, 2 CUBIC FT. '-----------------PVC MAINLINE PIPE FROM BACKFLOW PER SPECS . SECTION YJEW N T S NOTE: USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH FROM UP-STREAM SIDE OF THE MASTER VALVE ASSEMBLY. G ~--STEEL VANDAL PROOF ENCLOSURE SEE LEGEND FOR SPECIFICATION ~--RAIN / FREEZE SHUT-OFF DEVICE, REFER TO LEGEND FOR SPECIFICATION 1-1!;=---IRRIGATION CONTROLLER GFI TYPE RECEPTACLE W/ ON-OFF SWITCH TERMINAL STRIP AND CONTROL WIRES 1 " PVC ELECTRICAL SWEEP FOR FLOW SENSOR WIRES EPOXY SEALANT CONCRETE PAD AS PER CONTROLLER ENCLOSURE MANUFACTURER'S SPECS. lJi°n~'/)r~ ;·; . ·/f 11 1, ,n ~ ;'.~l::c G:;TRICAL SWEEP FOR ~==• LOW VOLTAGE CONTROL WIRES • ...,_ ______ 1" PVC ELECTRICAL SWEEP FOR 120 VOLT POWER WIRES l------3/4" X 96" COPPER GROUND ROD CONNECT AS PER MANUFACTURER .,,,-------DRIP LINE OF TREE ,-----PVC LATERAL LINE .,,--FB-25-PC-.25 FLOOD BUBBLER DEEP WELL AT EDGE OF ROOT BALL ,---570-4P-COM-SB-90-PCD-.25 POP-UP SHRUB HEAD / CONNECTION BETWEEN PVC LATERAL / LINE PIPE AND COPPER TUBING ® SYMBOL ON DRAWING PLAN VIEW -N.T.S. 3/4" SCH. 40 PVC LATERAL PVC SCH. 80 S.T. COUPLING KBI FR-0750-6FLEX RISER S.S. X T COPPER TEE (M)~l~~T~T PLANTER LAYOUT r--------------FINISH GRADE r---------R/P DEVICE SEE LEGEND FOR SPECIFICATION ------BRASS BALL VALVE TYP. ,-----r-----t---;::::=:+----BRASS NIPPLES MIN. 4• TYP. • --+----BRASS ELL, 4 REQUIRED •----BACKFLOW ENCLOSURE IF SPECIFIED J..----PRESSURE REGULATOR OR WYE STRAINER IF SPECIFIED, SEE BELOW J..----BRASS UNION, 2 REQUIRED " BRASS RISERS LENGTH AS REQ. PVC MAINLINE TO MASTER VALVE .__ ___ SCH 80 PVC FEMALE ADAPTER ..._ ___ SCH 80 PVC NIPPLE 6" MIN. '----------CONCRETE SLAB, SEE BELOW '---------------PVC MAINLINE NOTE: IF WYE STRAINER OR PRESSURE REGULATOR IS SPECIFIED, INSTALL ON EITHER THE HORIZONTAL PIPING OR ON THE DOWNSTREAM LEG AS SPACE PERMITS. CONCRETE SLAB SHALL BE MINIMUM 4" THICK, 18" WIDE AND EXTEND AT LEAST 8" PAST THE BACKFLOW ASSEMBLY PIPING. IF BACKFLOW ENCLOSURE IS SPECIFIED IN THE LEGEND, THE CONCRETE SLAB SHALL BE THE SIZE REQUIRED BY THE MANUFACTURER. ®~!f~F.LOW DEVICE r------FINISH GRADE IN TURF AREAS PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "Rev" AND CONTROL STATION # ONTO LID. -FINISHED GRADE 4• MIN. m m IN SHRUB AREAS 111 ill J__ l'lr'..\BH-E'ftt--24" WIRE LOOP lffi -r7""rlJ-OnAr ~'1:i;::::;::,!"7r---VALVE ID TAG LATERAL --PVC THO. ELL SCH 80 PVC FEMALE ADAP. SCH. 80 PVC SCH. 80 UNION ---~ '----'J!!!C'+-ll---CONTROL VALVE .,------SCH 80 PVC NIPPLE TYP. p.11_;2:5,,j--BRICK SUPPORTS □----IRRIGATION MAINLINE '--------3/4" CRUSHED GRAVEL TWO CUBIC FEET '---------LANDSCAPE FABRIC SECTION YJEW -N J s @~!~,9!E CONTROL VALVE 45 DEGREE ELL ' ,.,----CONCRETE THRUST BLOCK, TYPICAL UNDISTURBED SOIL 1!1'""111 'eslll 'eslll 'eslll ee!III ee!lll 'eslll ee 1r~11m mm mm 90 DEGREE ELL THRUST BLOCKS TO BE 1 CUBIC, FT OF CONCRETE \))(':,'/:\1·-------CONCRETE THRUST BLOCK, TYPICAL THRUST BLOCKS .TO BE USED FOR 3" AND LARGER PLASTIC PIPE WRAP PLASTIC FITTINGS USING BLACK PIPE TAPE ALL CONCRETE TO BE PORTLAND CEMENT 420-C-2000 TEE L THRUST BLOCKS SCALE: N.T.S. ---MAINLINE PIPE CITY OF NEWPORT BEACH REVISIONS NOTE; NOTE: .-------INSTALL SPRINKLER HEAD FLUSH WITH FINISHED GRADE IN TURF AREAS f-----POP-UP SPRINKLER HEAD, SPRAY OR ROTOR SEE LEGEND FOR SPECIFICATION /2" -----INSTALL SPRINKLER HEAD 1/2" = ;;:;j_l_f ABOVE FINISHED GRADE IN SHRUB 11 i11 11 ~m AND GROUND COVERS AREAS II i1111111 I lm1-----UNDISTURBED SOIL c=:111==1 I l==l PRE-ASSEMBLED TRIPLE SWING JOINT, HUNTER SJ SERIES (OR APPROVED EQUAL) LAY LENGTH TO BE 6" MINIMUM SIZE AS PER SPRINKLER OUTLET r----SCH 40 PVC SxSxT TEE FITTING LATERAL x SPRINl<'LER INLET SIZE --LATERAL LINE, SEE SPECIFICATIONS FOR TYPE AND DEPTH REQUIRED INSTALL SPRINKLER HEADS 6" FROM PAVING EDGE IN GROUND COVER AREAS. INSTALL SPRINKLER HEADS 4• FROM PAVING EDGE IN TURF AREAS. INSTALL SPRINKLER HEADS PLUMB. ADJUST SPRAYS OR NOZZLE STREAM TO COVER LANDSCAPE AREA WITHOUT OVER SPRAY ONTO PAVING, FENCES, WALLS OR BUILDINGS. @~2_f ~~p SPRINKLER ~----FINISHED GRADE IN TURF AREAS r----=c--PLASTIC ROUND VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT NUT AND WASHER. HEAT BRAND "ocv· ONTO LID. QUICK COUPLER KEY WITH MALE HOSE BIB CONNECTION AS SHOWN, KEY MUST CLEAR VALVE BOX ~r;mlll~_ FINISHED GRADE IN SHRUB AREAS ill ill Rol---Wl"'il-tt-illaaal ttt---QUICK COUPLER VALVE SEE LEGEND FOR SPEC. .,,--11----GALV. PUNCH LOC (2 REQ.) 11-,.,-BRASS NIPPLE (LENGTH AS REQ.) ,..,----BRICK SUPPORTS ,,,.,---BRASS TRIPLE SWING JOINT (SIZE PER QCV) / USE TWO STREET ELLS, ONE NIPPLE (6" MIN. ~~'( LENGTH), AND ONE THREADED Ell FOR ASSEMBLY '---~~-..,_-MAINLINE, SEE SPECS. a---------#4 x 36" REBAR STAKE ~-------LANDSCAP E FABRIC '-----------3/4" ROCK, 1 CUBIC FT. SECTION YIEW N T $ USE TEFLON TAPE ON ALL THREADED FITTINGS TYPICAL. F QUICK COUPLER SCALE : N.T.S . ~------LOW VOLTAGE WIRES, 3 MAXIMUM ~--OUTE_R CASE OF CONNECTOR STRIP AND TWIST WIRES FOR PROPER CONNECTION CRIMP COPPER SLEEVE INSTALLED WITH RECOMMENDED TOOL CONNECTOR INSERT NOTE: FILL OUTER CASE WITH SEALER PRIOR TO FINAL ASSEMBLY. PROFILE SCALES ~ i------------------------1 ND. DATE BY APPROVE HORIZONTAL EAs·1· BAY AVENUE IRRICJATION DETAILS NUVIS LANDSCAPE ARCHITECTURE AND PLANNING FX: 714.754.7346 PH: 714.754.7311 THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO THE CITY STANDARDS AND REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. APPRO~~~~ C.o-1!:,-ov PUBLIC WORKS DEPT. DATE t---+---+--+-------------+------l PLAN SCALE 1" = 20' DESIGNED BY: DRAWN BY; r--+-----+---+--------------+------< CHECKED BY: DATE : FROM 2+50.10 TO 5+40 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5763-S SHEET 81 OF Qf ,_. (./) 10+00 4' 6" 3' 6" ' <D -" . ~ 7'~ ' n ' " '6J '2"--1 <D PLAN VIEW OF TREE WELL 4 4 EUC NIC 3h" ElOX ENLARGED POLE & CABLE SECTION N. T.S. C TREE WELL PLANT GUARD i-----~,,..----- S CALE: 5/8"=1'-0" 13+00 EUC NIC 36" ElOX 5 LANDMARK TOWER PHASE 3 SEE SEPARATE EXHIBIT FOR ELEVATION ••. ···--. ! ! '/ -· .:,'""~-.. , ' , / ,,/ ; • ,.,,-/ :-·---..... .__ /i / PHASE 3 ....... i i 11+00 12+00 ~ 3el LIG TEX 37 LIG TEX & GAL. & GAL 8':l SEN CIN ll!:11 SEN CIN 46 SEN CIN I GAL IC.AL I GAL 77 NO : CONTRACTO TO PRO IDE SHOP ~ :--------@ TOP VIEW N. T.S. 4 14+00 ORA INGS FOR AP ROYAL IOR TO START OF WORK. G)3"X3" DECORATIVE SQUARE CAP WELD TO TOP OF POST (3)5/8" DROPED FORGED PAD EYE #3024T18. POWDER COAT & PAINTED n,4--__.__, TO MATCH POST& CABLE SPEC. oc, 5 G) COUPLING NUT #90264A525 I & RIGHT HAND AND LEFT HAND ":-COUPLING NUT #94280A 123 ~ 4,-..,.,.,.--,-,,.,,.f-i~'F-'frr=\B G)sTANDARD POSITIVE-GRIP END FITTING rri =Ill A· ITT ITT #3475186 ½' ~Ill :°'; lm§rr(D @TYPE 304 STAINLESS STEEL-7X19 -:-i=i 11 .-a <l,:' =-= STRAND coRE, 1/4" NYLON coArEo =ITT 11 ·&.. ..:·o· ... --s ACTUAL srzE s/16", #B923T734 = ... ·•. ··:.• : ;j ; I 11 1 . 'E;' 2" SQUARE TUBULAR STEEL =I I I 11 _:____ ~ •• • 111 111 I..V POST POWDER COAT & 1-111 111-1;,1-111-11 i-PAINTED GREEN COLOR g TO BE APPROVED BY POST & CABLE SECTION CITY OF NEWPORT BEACH 15+00 I ARC CUN 18' ElTf.l 3:: 0 ...I w ID w w (J) C > ...I ID < 0 ID ...I < ID ..... w (J) < J: a. (D 12" DIA CONCRETE FOOTING @WRAP POST BELOW GRADE WITH NON-CORROSION TAPE NOTE: 1. ALL HARDWARE MODEL NUMBERS FROM MCMASTER-CARR SUPPLY COMPANY (562)692-5911 OR APPROVED EQUAL 2. ALL EUCALYPTUS TREES ALONG BALBOA BOULEVARD AND MAIN STREET WILL RECEIVE TREE WELL PLANT GUARDS. 3. CONTRATOR SHALL PROVIDE SHOP DRAWINGS. SHOP DRAWINGS TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TD CONSTRUCTION AND INSTALLATION. 16+00 / A -CD I EE FLAN FOR TYPE 16 &EN CIN I GAL TYPICAL SHRUB PLANTING LAYOUT SCALE 1/4"=1'-0" 6' -o" Ct_ NOTE: CONTRACTOR SHALL PROVIDE S AWINGS. SHOP DRAWINGS TO BE APPROVED ANDSCAPE ARCHITECT PRIOR TO CONSTRU AND INSTALLATION. 11\ ( 4) CONRETE B DS MOD. QR-52B v CUSTOM 4 " GTH PER MANUF. BY QUI TE PRODUCTS CORP. NO A (909) 737-7032 SQUARE CERAMIC TILE -COLOR OCEAN BLUE BY SPECCERAMICS, INC. MANUF TO INSTALL METAL PLATE IN BOLLARD TO RECEIVE WELDED METAL RAIL SH SURFACE AT CONCRETE S K INSTALL PER MANUF G & ANCHORS MENDATION ALIGN BOLLARD A OF CURB 0------J I 2" DIA. SCH 40 GALVANIZ BEND TO MATCH CURB RADIUS. CONT. AT CONNECTION TO BOLLAR PAINT COLOR PER CITY OF NEWPORT L __ ..J CONCRETE BOLLARDS W / RAILING SCALE 1 / 4" =1'-0" , 17+00 & EUC NIC @sMH 3&" ElOX /<.f \, . .J ,-,'\_/ ><''' ' ··-1 / -.J w .. ·. > . 0 ·······<CD ~o< ID W ...I w SITE RJANISHINGS L CP PM A T a B 4' 5' 6' NP BR K CONCRETE LIGH T STANDARD M PER CITY OF NEWPORT BEAC H CONCRETE POST WITH ~ HANGING BASKETS PER ~ CI TY OF NEWPORT BEACH ' A QU ICK CRETE ROUND URN: V QR -URN2736P COLOR NAVY 0 ® • BLUE (909) 737-6240 PARKI NG METER PER CITY OF NEWPORT BEACH TIMB ERFORM RENAISSANCE ASH RECEP TAC LE #2812-P TI MBER FORM RENAISSANCE TRASH RECEPTACLE #28 -14-FT-P(W/ LID). QUICK CR ETE TRASH RECEP TACLE 40 GALL ON CONCRETE RECEPTACLE COLOR AND SAND BLAST PATTERNS TO MATCH PHASE 1 QUIC K CRETE ROUND BOLLARD #QR -52B WITH TILE INSET QU ICK CRETE CON CRETE BENCH TO MATCH PHA SE 1 ,----- APPROVED BENCH (SEE PLANS FOR LENGTHS) QUICK CRE TE CONCRETE NEWSPAPER RACK #04NR • ■ • • • BIKE RACK COLUMBIA CASCADE SUPER CYCLOOPS #2175-8 POTTERY PLANTING SCHEDULE 0 1-15 GAL PHORMIUM TENAX 'BRONZE BABY' 8-4" PO TS CHLOROPHYTUM COMOSUM SPIDER PLANT @ 1-15 GAL STRELI TZIA REG INAE BIRD OF PARADISE 8-4" POTS PELARGONIUM SPECIES IVY GER/\NIUM '3' 1-15 GAL PRUNUS CAROLIN IANA COMPACTA' \::.,/ COMPACT CAROLINA LAUREL CHERRY a 4-1 GAL TRACH ELOSPERMUM JASMINOID ES STAR JASM INE SEE SHEET 81 FOR PLANT LEGEND q ~-,-,·,~ ,, f --------------------------------------------------------·---------------~ (J) I ... EAST BALBOA 3 euc Nie 36" ElOX N:::1-"\.3 20 10 0 20 BLVD. ---+I-I-----_C') C 2 ARC CUN CC IS'ElTl--1 W <( ii .. --~::-11_11 _ 11 _.:---;,-::::-----:::::=~::::=----:::~~---i/ 3 euc 1s11c ___ (J) > 4 EUC NIC 36" ElOX <( W .36" ElOX '"!!!:!!1------_,c_ ilfi4,-------+-~,,,,__ _______ ----kY--A--cb"~-~-----= ~~~-------~~ J: ...I ~~~~'7c·1:s2~'7r0.,.7R:;sn:-:~~~~~ , 7 ~="f'f=,,,,a,_ 0=> <\.~-~;;;.;,r_;f:: -,,,.fS/.>:. =; • ~ LLLLLL • :< 7 • '< "'-•z -:z '< ·x;< :. .. 1.1.1 . _,~ ,~""_K~-'>: ----L .. ~l~r -~~L< ___ :x. -<7 __ .>, _ ~, •. ~·· :1;:;;;$;~~ )i,'c~~J1 t 0 : '[ -= -• c.-=== ~~~::;'.: ,--- 01111111 11 111 111111.tLCUJ . Ch.111R1~1111ii111 1l f~~if"'-,.,,, I =E I ~ 1111111111111111: =I= . ill lllllll llllll llllllll lllll iH = 11 -;-, . -llll lll llllll ll1HH-H-ttl-l±f~ 1111 _•_ 11111111111111 ! _P1 >-... ;;;c PHASE 2 Hillcr1;st contracting, Inc, !i>,Q, IOX 1898 KEYMAP PHASE 2 MAIN ST. SEE SHEET 86 WASHINGTON ST . <SOUTH) SEE SHEET 86 ~ (;4\92878-1898 LT 40 q ,;,, ---<l:;' ~ '..-', '-" rn '"--' --n "'-~~ -Signature ... ~~---JI-Exp!ratlon Date Date OF C~I.. PREPARED BY : ~ NUVIS LANDSCAPE ARCHITECTURE AND PLANNING FX : 714.754.7346 PH : 714.754.7311 CITY OF NEWPOR T BEACH i----------------------, NO. DATE THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO THE CITY STANDARDS AND REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACC RACY . REVISIONS BY PROFILE SCALES APPROVED HORIZONTAL PLAN SCALE 1" ; 20' i-:1s~o'l-1---+---+---+------------+---------, DESIGNED BY: DRAWN BY: DATE CHECKED BY: DATE : C-3333 BALBOA BOULEVARD PLANTING PLANS FROM 13+00 TO 18+00 CITY OF NEWPORT BEACH R-5763-S PUBLIC WORKS DEPARTMENT SHEET 82oF 96 ··"··•···•···1 I PLANTING LEGEND SYMBOL T~E5, BAU BLA EUC NIC EUC TOR FAL.M5: ARC CUN WA5 ROB 51-!RU65 AGA VAR AGA A TT ALO ARB ALO NOB BUX MIC CEN CIN Cl-lL COM EUR 'MUN' FE5 CIN 1-lEM 'BT' LIG TEX MYR COM Fl-1O '!36' Fl-1O 'J5' PRU CAR RAF 'JE ' 5TR REG TRA JA5 VINE: JA5 FOL BOTANICAL NAME Bauhinia blakeana Eucal!,jptus nlcholll Euca I!,jptus torciua ta Archontophoenix cunnin9hamiana Washin9tonia robusta A9apanthus var19ata A 9 ave attenuata A loe arborescens A loe nobllis Buxus mlcroph!,Jlla Japonlca Centaurea crnerarla * Chloroph!,jtum comosum Eur!,Jope 'Hunchkin' Festuca cinerea 'Glauca' 1-lemeroca Ille h!,Jbr id L19uetrum Japonlcum 'Texanum' M!,jrtue communie * Fhormlum tenax 'Bronze Bab!,J' Phormium tenax 'Jack 5pratt' * P runue carollnlana 'Compacta' Raphloleple lndlca * 5trelitzia reginae * Tracheloepermum jaeminoidee * = Plante for Fotter!,J Plantin9 Schedule Refer to sheets that have potter!,J. Jaemlnlum pol!,Janthum GROUND COVER: -. _- . - Aloe arlstata Bougainvillea 'La Jolla ' -* Pelar9onium peltatum 5trelltzia reglnae Succulent Ground Cover Turf COMMON NAME l-lon9 Kong Orchid Tree Nicho!'e Willow -leafed Peppermint. Coral Gum King Palm Mexican Fan Fa Im variegated Lil!,J-Of-the-Nile Centur!,J Plant Tree Aloe NCN Japaneee Boxwood Duet!,J Mil !er 5piaer Plant NCN Blue Fescue '!3r19ht-n-t 19ht-oran9e' Gloee8 Privet True M!,jrt le Bronze Bab!,J Flax Jack 5pratt Flax SIZE Compact Carolina Laurel Cherr!,J 'Jack Evane' 61rd of Paradise Star Jasmine Fink Jasmine NCN NCN lv:J 9eranlum Bird of Faradi&e Carpobrotus chllensle Excalibre -Seashore Faepalum Pacific Earth Re&ourcee (8(Z)(Z!) '342-S.2'3'6 0 ( 3) CONRETE BOLLARDS MOD. Q V BY QUICK CRETE PRODUCTS NORCO, CA (909) 737-70 316" Box 316" Box 36" !3ox 12 ', 18' !3TH 12' BT!-l I GAL S. GAL S. Gal S. Gal I Gal 4" Fot 4" Pot 4" Pot I G:al I G:al S., IS. G:al S. Gal I G:al S. Gal IS. GAL E'> Gal 1!? Ga I 1 Ga I S Gal S Ga I -18" o.c. S Ga l -36" o.c. 4" Fot PLANTING PLAN NOTES Contractor shall provide oil labor materials, and equipmen t necessary to furnish and install plant materia ls as shown on the drawings and as described in the specifications. Unless designated on the drawings otherwise, structu ral improvements and hordscape shall be installed prior to planting operations. All work on t he irrigation system, including hydrostatic, con verge, and operational tests and the backfiling and compact ion of trenches shall be performed prior t o planting operations. Plant list on the drawings shall be used as a gu ide only. Constroctor shal l takeoff and ver ify sizes and quantity by pion check. Samples of fertil izers, organic amendment, soil conditioners, and seed shall be subm itted prior to incorporation. Contractor shall furnish to the Ci ty/Owner's Authorized Representative a Certificate of Compliance for such furnished mat erials. Locations of plant materials shal l be reviewed on site by the City/Owner's Authorized Representa tive prior to inst al la t ion . Amendments, as indicat ed in the soils report shown on the drawings, are based on ag ricultural su itability soils tests performed prior to grading and were presented for bidding purposes. If no soil report exists, Contractor sha ll pu rpose on admendments as stated in the specification . Contractor sha ll obtain agricultural soils testing and recommendations after grading operations and prior to plant installation. Trees shall be planted no closer than ten feet (1 o') from utilities. Trees plan t ed within five feet (5') of hardscape or structure shall be instal led with a deep root barrier and approved by t he City/Owner's Authorized Representative. Trees to be planted after al l hardscape is completed . If, during planting operations there seems to be minimal or no percolation in plant pits, Contractor shall cease plan t ing operations and immediately notify the City/Owner's Authorized Representative to discuss alternative to maintaining positive rootball drainage measures. S Gal -30" o.c. Contractor shal l provide labor and material to instal l the following trees to be provided by the c ity. Trrangular epacrne Thirty-three (33) Eucalyptus nicholi i from flats fil 12" o.c. Th irty-four (34) Euca lyptus torquata_ . Contractor wil l pick up trees from City Yard at 592 Superior, Newport Beach, CA 5odded Turf and transport to site where trees are to be installed Contractor shall remove all palms planted temporarily In sand area as di rected by Engineer and rep lanted as directed by Engineer. 18+00 19+00 0 5 AN FO TREE TYPE 16 CIN GAL LIG TE 15 G TYPICAL SHRUB PLANTING LAYOUT CALE 1/4••1'-o• 92658 MULTI-TRUNK KENTIA PALM (SUN/COASTAL ACCLAMATION) WITH MIN IMUM BTH OF 10' AND MAX IMUM BTH OF 12'. GROUND COVER AND SHRUBS TO BE FURNISHED BY CONTRACTOR AND APPROVED BY THE CITY. 20+00 SUGGESTED COVERAGE AND PLACEME OF ALL SPIKES COVERAGE: 6" g" 12" 15" 18" PALM DIA. SPIKES USED 2 4 6 8 10 NOTE: ON NEWLY PLANTED AND TRANS f'LANTED PALMS SPIKES WILL BE PLACED CLOSES T TO THE TRUNK. _J L __L SITE FURNISHINGS L CP PM A T a B 4' 5' 6' NP BR 0 ® • CONCRE TE LIG HT STANDARD PER CITY OF NEWPOR T BEACH CONCRETE POST WI TH HANGING BASKETS PER CI TY OF NEWPOR T BEACH QU ICK CRETE ROUND URN QR-URN2736P COLOR NAVY BLUE (909) 737-6240 PARKING METER PE R CITY OF NEWPORT BEACH TIMBERFORM RENAISSANCE ASH RECEPTACLE #2812 -P TIMBER FORM REN AISSANCE TRASH RECEPTACLE #28-14-FT-P(W/ LI D). QUICK CRETE TRASH RECEPTACLE 40 GALLON CONC RETE RECEPTACLE COLOR AND SAND BLAST PATTERN S TO MA TCH PHASE 1 QUICK CRETE ROUND BOLLARD #QR-52B WITH TILE INSET QU ICK CRETE CONCRETE BENCH TO MATCH PHASE 1 APPROVED BENCH (SEE PLANS FOR LENGTHS) QU ICK CRETE CONCRETE NEWSPAPER RACK #Q4NR ■ ■ ■ ■ ■ BIKE RACK COLUMBIA CASCADE SUPER CYC LOOPS #2175-8 POTTERY PLANTING SCHEDULE 0 1-15 GAL PHORM IUM TENAX 'BRONZE BABY' SPIDER PLANT 8-4" POTS CH LOROPHYTUM COM OSUM @ 1-15 GAL STRELI TZIA REG INAE BIRD OF PARADISE 8-4" POTS PELARGONIUM SPECIES IVY GERANIUM '3\ 1 15 GAL PRUNUS CAROLIN IANA COMPACTA' \::,I -COMPACT CAROLINA LAUREL CHERRY 4-1 GAL TRACHELOSPERMUM JASM INOIDES STAR JASM INE I 0 2" SQUARE CER OCEAN BLUE TILE -COLOR PECCERAMICS, INC. t i ' RFACE AT CONCRETE I I I I L ___ _j INSTALL PER MANUF' TYPICAL SHRUB PLANTING LAYOUT 20 NG & ANCHORS OMMENDATION 10 0 20 40 -I< 'I\. STOM -~ _, "' C, -~~------------I Signature Expiration Dote PHASE 3 PREPARED BY: EAST ~ NUVIS LANDSCAPE ARCHITECTURE AND PLANNING FX: 714.754.7346 ?H: 714.754.7311 6 EUC NIC """ eox 0 ~ LL. 0 ,_ -~ _., 0111111 11111 1111111.l.i.fUJ I CITY OF NEWPORT BEACH 1----------------------1 NO. DATE THIS Pu\N IS SIGNED BY THE Cl1Y OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO THE Cl1Y STANDARDS AND REQUIREMENTS ONLY. THE Cl1Y IS NOT RESPONSIBLE FOR DESIGN ASS IONS AND U CY. BY REVISIONS PROFILE SCALES APPROVED HORIZONTAL PLAN SCALE 111 = 20' • 1111111111111 11 1111 • 1111111111 1111 1111 11111111111 I I I 11 11111 11111 111 II 11 11 IU 11 KE YMARrn1crest Contracting, Inc. Bm ~ ~ B T P.o.eox159a , U B f6 a corona,CA92878-1898 I I ' C-3333 BALBOA BOULEVARD PLANTING PLANS FROM 18+00 TO 19+94.03 C ·1(--,...n DESIGNED BY: DRAWN BY: 0 --::J.A. . .) C,f----1---+----+----------+----l 1--~---+---------l DATE CHECKED BY: DATE : CITY OF NEWP ORT BEACH PUBLIC WORKS DEPARTMENT R-5763-S PUBLIC WORKS DEPT. SHEET 83oF 96 I ARC CUN 12' 6TH 1 AGA 'VAR' I GAL LIMIT OF w RK AVE ~ 24 L LIMIT OF ,_,_W.ORK HASE 3 LIMIT 2 ARC CUN 12' 6TH :02 AGA VAR IC.AL &4 6UX MIC IC.AL 61JX MIC IC.AL AGA 'VAR' I GAL ARC CUN 12' 6TH A\L5NUE 20 10 0 20 40 I I f'-. co C\I .,_: I- w 00 w CJ) w <C Z I I < CJ) a..~w w CJ) POTTERY PLANTING SCHEDULE 01 -15 GAL PHORMIUM TENAX 'BRONZE BABY' 8-4" POTS CHLOROPHYTUM COMOSUM SPIDER PLANT @1-15 GAL STRELITZIA REGINAE BIRD OF PARADISE 8-4" POTS PELARGONI UM SPECIES IVY GERANIUM @1-15 GAL PRUNUS CAROLINIANA COMPACTA' COMPACT CAROLINA LAUREL CHERRY 4-1 GAL TRACHELOSPERMUM JASMINOIDES STAR JASMINE SUG8ESTED COVERAGE AND PLACEMENT OF ALL SPIKES COVERAGE: 5" 9" 12" 15" 18" PALM DIA. SPIKES USED 2 4 6 8 10 NOTE: ON NEWLY PLANTED AND TRANSPLANTED PALMS SPIKES WILL BE PLACED CLOSEST TO THE TRUNK. SITE FURNISHINGS L CP PM A T a B 4' 5' 6' NP BR . K CONCRETE LIGHT STANDARD -')--< PER CITY OF NEWPORT BEACH CONCR ETE POST WITH HANGING BASKETS PER CITY OF NEWPORT BEACH A QUICK CRETE ROUND URN Y QR -URN2736P COLOR NAVY 0 ® • BLUE (909) 737-6240 PARKING METER PER CITY OF NEWPORT BEACH TIMBERFORM RENAISSANCE ASH RECEPTACLE #2812-P TIMBER FORM RENA ISSANCE TRASH RECEPTACLE #28-14-FT-P(W/ LID). QUICK CRETE TRASH RECEPTACLE 40 GALLON CONCRETE REC EP TACLE COLOR AND SAND BLAS T PATTERNS TO MATCH PHASE 1 QUICK CRETE ROUND BOLLARD #QR -52B WITH TILE INSET QUICK CRETE CONCRETE BEN CH TO MATCH PHASE 1 APPROVED BENCH (SEE PLANS FOR LENGTHS) QU ICK CRETE CONCRETE NEWSPAPER RACK #Q4NR ■ • • • • BIKE RACK COLUMB IA CASCADE SUPER CYCLOOPS #2175-8 S4 6UX MIC I GAL 32 AGA CUN ICAL SHRUB PLANTING LAYOUT ALE 1,a•-1•-o· PLANTING LEGEND SYMBOL TREES: BAU BLA EUC NIC EUC TOR PALMS: ARC CUN WAS ROB 514RU65 AGA VAR AGA ATT ALO ARB ALO NOB BUX MIC CEN CIN Ci-1L COM EUR 'MUN' FES CIN l-4EM 'BT' LIG TEX MYRCOM Pi-1O 'BB' Pf-1O 'JS' PRU CAR RAP 'JE' STR REG TRA JAS 60T ANICA!. NAME Bauhinia blal<.eana Euca 1!:!ptue Nichol ii Euca 1!:!ptue tor9ua ta Archontophoenix cunnin9hamlana Waehin9tonia robueta A9apanthue vari9ata Agave attenuata Aloe arboreecene Aloe nobrlle Buxue microph!:!lla Japonica Centaurea clnerarla * Chloroph~tum comoeum Eur~ope 'Hunchl<..in ' Feeluca cinerea 'Glauca' i-1emeroca Ills h!:!brid Li9uetrum japonicum 'Texanum' M!:!rtus communie * Phormium tenax 'Bronze Bab~' Phormium tenax 'Jae!<.. Spratt' * Prunus caroliniana 'Compactcl' Raphiolepie indica * Strelitzia re9inae * Tracheloepermum Jaeminoidee, COMMON NAME i-1on9 Kon9 Orchid Tree Nichol's Willow-Leafed Peppermint Cora l Gum King Palm Mexican Fan Palm var1e9ated LTl!:!-of-the-Nrle Centur!:! Plant Tree Aloe NCN Ja paneee Boxwood Dust~ Miller 6piaer Plant NCN Blue Feecue 'Br19ht-n-tl9ht-oran9e' Gloee!:! Privet True M!:!rt le Bronze Bab!:! Flax Jae!<.. 6pratt Flax SIZE Compact Carolina Laurel Cherr!:! 'Jack Evane' 13lrd of Paradlee Star Jaemine 36" Box 36>" Box 36" Box 12 ', 18' BTl-1 12' 13Ti-1 I GAL !:> GAL !:> Ga I !;, Ga I I Gal 4" Pot 4" Pot 4" Pot I Gal I Gal !;, , I!:> Ga I !:> Ga I I Gia I !:> Ga I I!:> GAL !:> Ga I I!:, Ga I I Gal * = Plante for Potter!:! Plantin~3 Schedule Refer to eheete that have~ potter!:!. VINE: JA5 POL Jasminium pol!:!anthum GROUND COYER: Aloe arietata Bou9a lnvlllea 'La Jolla' [[fililllOO * Pelar9onium peltatum -Strelitzia re9inae ~ Succulent Ground Cover Em Turf Finl<.. Jasmine NCN NCN Bird of Paradise Carpobrotue chileneie !;, Ga I !;, Ga I -18" o.c. !:, Gal -36" o .c . J 4" Pot !:, Ga I -36" o.c. Tr1an9ular epac1n9 from flats e 12" O.C. Excalibre -Seashore Paepalum Pacific Earth Reeourcee Sodded Turf (8(Z)(l)) '::l42-!:>2'::l6 a a ~-•. ··-D a • GJ D . [l -------- KEYMAP H1111;11,i>, ..,..,,., .. .,,~ung, inc. P.O. Box 1898 AS BU!lT ~ CA 92878·1898 C-3333 PREPARED BY : l':iiiilllli1I CITY OF NEWPORT BEACH REVISIONS PROFILE SCALES NUVIS LANDSCAPE ARCHITECTURE AND PLANN I NG FX: 714,754,7346 PH: 71L75l .7311 THIS PLAN IS SIGNED BY THE Cl1Y OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO THE Cl1Y STANDARDS AND REQUIREMENTS ONLY. THE Cl1Y IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. NO. DATE BY APPROVED HORIZONTAL PLAN SCALE 1" = 20' APPROVED 0_ 2 5✓oi l----+---+--+---------------1-------l DESIGNED BY, DRAWN BY: f----+--+--+--------------1------1 CHECKED BY: DATE : DATE EAST BAY AVENUE PLA NTING PLANS FROM 2+50.10 TO 5+40 CITY OF NEWP ORT BEACH PUBLIC WORKS DEPARTMENT R-5763-S SHEE:184 OF 96 / I 1 ---------~~---- 10+00 PHASE 1 a+oo . .. . . . . T 6 llJA5 R06 2&' 6TH EAST BALBOA BLVD. SEE SHEET 82 ' PHASE 2 EAST BALBOA VD. SEE SHEET 82 9t00 LIMITI OF, LIMIT OF WORK 11+00 & UJA6 R06 2&' 6TH SUOC I W \X>VERAGE AND PL.Ace.err OFALLSPl(ES COVERAGE: 6" g" 12" 15" 18" PALM DIA. SPIKES USED 2 4 6 8 10 NOTE: ON NEWLY PLANTED AND TRANSP LANTED PALMS SPIKES WILL BE PL ACED CLOSEST TO THE TRUNK. 20 10 0 20 40 LIMIT OF WORK . JTOFW < 12+00 --------------Date OF C~I.' 10+00 PHASE 1 EAST BALBOA BLVD. SEE SHEET 82 PHASE 1 I t::i::1: MWO w a: ..J Cl) ~ w <( (D I~w a.. ..J w <( Cl) a.. EAST BALBOA BLVD. - SEE SHEET 82 PHASE 3 EAST BAY AVE. SEE SHEET 84 -- PHASE 3 13+00 --- SEE SHEET 84 PREPARED BY : NUVI S LANDSCAPE ARCHITECTURE AND PLANNING f X: 714.754.7346 1H: 714.75-1.7311 PLANTING LEGEND 5YM60L TREES: 6AU 6LA EUC NIC EUC TOR PALMS: ARC CUN WAS RO6 Sl4RU6S AGA VAR AGA ATT ALO AR6 ALO NOB 6UX MIC CEN CIN Ci-JL COM EUR 'MUN' FES CIN 1-lEM 'E3T' LIG TEX MYR COM Pi-JO 'BB' Pi-JO 'JS' PRU CAR RAP 'JE' STR REG TRA JAS l30TANICAL NAME 6auhinia blakeana Euca 1:jptus nichol ii Euca l:Jptus tor9ua ta Archontophoenix cunninghamiana Wa shTngtonT a robusta Agapanthus varigata Agave attenuata Aloe arborescens Aloe nobilis 6uxus microph:Jlla Japonica Centaurea cineraria ; Chlorophytum comosum Eur:Jops 'Hunchl<.in' Festuca cinerea 'Glauca' 1-lemerocallie h:Jbrid Li9ustrum japonicum 'Texanum' M:Jrtus communis ; Fhormium tenax '6ronze 6ab:J' Fhormlum tenax 'Jack Spratt ' * Frunue caroliniana 'Compacta' Raphiolepie indica ; Strelitzia reginae ; Trachelospermum Jasmlnoides ; = Plants for Fotter:J Planting Schedule Refer to sheets that have potter:J. VINE: JAS FOL Jaeminium polyanthum G:ROUND COVER: -Aloe aristata Bl Bougainvillea 'La Jolla' -, Pelargonium peltatum -Strelltzla reglnae ~ Succulent Ground Cover E2J Turf CITY OF NEWPORT BEACH i I 4 COMMON NAME I-long Kong Orchid Tree Nichol's WTl\ow-Leafed Peppermint Coral Gum King Palm Mexican Fan Palm variegated Lil:J-Of-the-Nlle Century Plant Tree Aloe NCN Japanese 6oxwood Dust~ Mlller Spider Plant NCN Blue Fescue '6right-n-tight-oran9e' Gloss:J Privet True M:Jrtle Bronze Bab!:J Flax Jack Spratt Flax SIZE Compact Carolina Laurel Cherr:J 'Jack Evans' Bird of Paradise Star Jasmine Fink Jasmine NCN NCN IV:J geranium Bird of Paradise Carpobrotu& chilensis Excalibre -Seashore Paspalum Pacific Earth Resources (8(Z'X?)) S42-!:i2St& JA5 FOL 28 FE5 CIN 1 GAL 36" Box 31&" Box 36" Box 12 ', 18 ' BTl-l 12' BTl-l I GAL S GAL S Gal !:, Ga I I Gal 4" Pot 4" Pot 4" Pot I Gal I Gal !:,, IS Ga I S Gal I Gal !:i Gal IS GAL !:, Ga I I!:, Ga I I Gal S Gal 5 Gal -18" o.c. !:, Gal -31&" o.c. 4' Pot 5 Ga I -31&" o.c. Triangular spac1n9 from flats e 12" O.C. Sodded Turf TYPICAL PLANTING LAYOUT SCALE 1/4"•1'-0" REVISIONS SITE RJRNISHINGS L CP PM A T a 8 4' 5' 6' NP BR * CONCRETE LIGH T STANDARD PER CITY OF NEWPORT BEACH CONCRETE POST WITH rg, HANGING BASKETS PER ~ CITY OF NEWPORT BEACH 0 0 ® • QUICK CRETE ROUND URN QR -URN2736P COLOR NAVY BLUE (909) 737 -6240 PARKING METER PER CITY OF NEWPORT BEACH TIMBERFORM REN~SSANCE ASH RECEPTACLE #2812-P TIMBER FOR M RENAISSANCE TRASH RECEPTACLE #28-14-FT-P(W/ LID). QUICK CRETE TRASH RECEPTACLE 40 GALLON CONCRETE RECEPTAC LE COLOR AND SAND BLAST PATTERNS TO MATCH PHASE 1 QUICK CRE TE ROUND BO LLARD #QR-52B WITH TILE INSET QUICK CRETE CONCRETE BENCH TO MATCH PHASE 1 APPROVED BENCH (SEE PLANS FOR LENGTHS) QU ICK CRE TE CONCRETE NEWSPAPER RACK #Q4NR • • ■ ■ ■ BIKE RACK COLUMBIA CASCADE SUPER CYCLOOPS #2175-8 POTTERY PLAN11NG SCHEDULE 0 1-15 GAL PHORMIUM TENAX 'BRONZE BABY' SPIDER PLANT 8-4" POTS CHLOROP HYTUM COMOSUM @ 1-15 GAL STRELITZIA REGINAE BIRD OF PARADISE 8-4" POTS PELARGONIUM SPECIES fYdM~~~tN~A~O LIN A LAUREL CHERRY @ 1-15 GAL PRUNUS CAROLIN IAN A COMPACTA' STAR JASMINE 4-1 GAL TRACHELOSPERMUM JASM INOIDES KEYMAP AS BU~LT Hillcrest Contracting, Inc. P.O. Box 189B Corona, CA 92878-1898 PROFILE SCALES 1--------------------lND. DATE BY APPROVE HORIZONTAL PALM STREET PLANTING PLAN THIS Pl.AN IS SIGNED BY THE Cl1Y OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO THE Cl1Y STANDARDS AND REQUIREMENTS ONLY. THE Cl1Y IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND CCURACY. 1---+----!----+-----------·--1------l Pl.AN SCALE 1" = 20' FROM 10+00 TO 14+40 C-3333 ( APPROVED,¥1..-.>\ ,L--~-2s✓o1,, DESIGNED BY: DRAWN BY: 1-----+---+--------+------------+------l CITY OF NEWPORT BEACH R-5763-S DATE 1---+----!----+------------+------l CHECKED BY: DATE : PUBLIC WORKS DEPARTMENT SHEET85 OF 96 / PHASE 3 WASHINGTON ST. SEE BELOW I I -I I I L.J LI~ IT OF WC AK I I I " I I I /4 8 AF<C CUN 12' 6TH 11+00 NOTE, SEE RESTROOM BUILDING ENLARGEMENT " LIMIT OF W, __ K ,, 'n ~ I I I I ' '' I Appr WASHI PHASE 3 B 3 ARC CUN 12' !3 Tl-l 98 BUX MIC 5 GAL 43 AGA 'VAR' I GAL 4$ PEL PEL 2 6AU !3LA 36" !3OX RESTROOM BUILDING ENLARGEMENT SCALE 1/8'•1'-0" 20 10 0 --- I o-V I I 12+00 PHASE 3 EAST BAY AVE . SEE SHEET 84 r ----- I I I .J PHASE 3 EAST BAY AVE. SEE SHEET 84 20 40 zf 0 ' :) I ' ( ~ i .-./ Signature K k K . I ' 8 AF<C CUN 12' 6 Tl-4 ~E-xp~ira~tio-n 6□i:-e JI- Date OF C~\. 8Ut¥+-B• B) COVEFIAQE ND PLACBB.fT OF ALL SPICES COVERAGE: 6" g" 12" 15" 18" PALM DIA. SPIKES USED 2 4 6 8 10 SEE FLAN FOR TREE TYPE 12 4 6UX rllC ~GAL AGA 1VAR 1 1 GAL NOTE: ON NEWLY PLANTED AND TRANSPLAN TED PALMS SPIKES WILL BE PLACED CLOSEST TO THE TRUNK. I I\ \ V y \, 13+00 PREPARED BY : \ A TYPICAL SHRUB PLANTING LAYOUT SCALE 1/4"-f-O' PLANTING LEGEND 5"1'M60L TREE5: BAU VAR EUC NIC EUC TOR PALM5: ARC CUN WAS RO!3 51-!Rl.165 AGA VAR AGA ATT Al-0 AR!3 ALO NOB !3UX MIC CEN CIN CHL COM EUR 'MUN' FE5 CIN 1-!EM '13T' LIG TEX MYR COM FHO '136' Fl-lO 'JS' PRU CAR RAP 'JE' 5TR REG TRA JA5 VINE: JA5 FOL SOTANICAL NAME 6auh1nla blakeana Euca lyptue nicholli Eucalyptus tor9uata Archontophoenrx cunn1n9ham1ana Waehingtonia robueta A9apanthue var1gata Agave attenuata Aloe arboreecen& Aloe nobili& !3uxu& microphylla japonica Centaurea cineraria , Chloroph~tum como&um Euryop& 'f1unchkin' Festuca clnerea 'Glauca' Hemerocalll& h~brrd Ligu&trum japonicum 'Texanum' Myrtu& communi& , Fhormium tenax 'Bronze Baby' Phormlum tenax 'Jack. Spratt' , Prunue caroliniana 'Compacta ' Raphiolepre indica , 5trelltzra regrnae , Tracheloe,permum Ja&mlnolde& ; = Plant& for Pottery Planting Schedule Refer to sheets that have pottery. Ja&minium polyanthum GROUND COVER: Aloe ari&tata Bouga invillea 'La Jolla' nm "' Pelargonium peltatum -Strelitzla regrnae ~ Succulent Ground Cover CZ] Turf CITY OF NEWPORT BEACH COMMON NAME I-long Kong Orchid Tree Nichol'& WITTow-Leafed Peppermint Coral Gum Klng Palm Mexican Fan Pa Im Variegated Lil:J -Of-the-Nile Century Plant Tree Aloe NCN Japane&e Boxwood Duet~ MIiier 5pld"er Plant NCN Blue Fee.cue '!3right-n-tight-orange' Gloeey Privet True Myrtle Bronze Bab!:J Flax Jack Spratt Flax SIZE Compact Carolina Laurel Cherry 'Jack Evan&' 6ird of Paradise Star Ja&mine Pink Jasmine NCN NCN Ivy geranium 6ird of Paradlee Carpobrotus chilen&i& Excalibre -5ea&hore Pa&palum Pacific Earth Re&ources (800) ':'l42-S2':'l6 REVISIONS 36" Box 36" Box 36" Box 12', IS' 6TH 12' !3Tl-l l GAL S GAL & Gal S Gal l Gal 4" Fot 4" Pot 4" Pot I Gal l Gal S, I& Gal S Gal I Gal S Gal IS GAL S Gal IS Gal l Gal E> Gal E> Ga I -18" o.c. E> Gal -36" o.c. 4" Fot E, Gal -36" o.c. Triangular &pacing from flats @ 12" O.C. Sodded Turf POTTERY PLANTING SCHEDULE 0 1-15 GAL PHORMIUM TENAX 'BRONZE BABY' 8-4" POTS CHLOROPHYTUM COMOSUM SPIDER PLANT (v 1-15 GAL STRELITZIA RE GINAE BIRD OF PAR ADI SE 8-4" POTS PELARGONIUM SPECI ES IVY GERANIUM @ 1-15 GAL PRUNUS CAROLINIANA COMPACTA' COMPACT CAROLINA LAUREL CHE~RY 4-1 GA L TRACHELOSPERM UM JASM INOIDES STAR JASMINE SITE FURNISHINGS L CP PM A T a B 4' 5' 6' NP BR * CONCRETE LI GHT STANDARD PER CITY OF NEWPOR T BEACH CONCRETE POST WITH @ HANGING BASKETS PER CITY OF NEWPORT BEACH 0 QU ICK CRETE ROUND URN QR -URN2736P COLOR NAVY BLUE (909) 737-6240 0 PARKING METER PER CITY OF NEWPORT BEACH ® TIMBERFORM RENAISSANCE ASH RECE PTACLE #2812 -P e TIMBER FORM RENAISSANCE TRASH RECEPTACLE #28-14-FT-P(W/ LID). e QU ICK CRETE TRASH RECEPTACLE 40 GALLON CONCRETE RECEPTACLE COLOR AND SAND BLAST PATTERNS TO MATCH PHASE 1 • QUICK CRE TE ROUND BOLLARD #QR-52B WI TH TILE INSET QUICK CRETE CONCRE TE BENCH TO MATCH PHASE I [ APPROVED BENCH (SEE PLANS FOR LENGTHS) I QUICK CRETE CONCRETE NEWSPAPER RACK #04NR • • ■ ■ • BIKE RACK COLUMBIA CASCADE SUPER CYCLOOPS #2175 -8 --- rnli 0 [jJ~=l f------',~LJ·-~. 7iJ[ 0□1 0m□□[]·f· ·c I\U1111 1111111 111 1111.IJ.i. ~h-?111 ~~~~I 1~;;;~~ 1' ~ -·11111 111111 11111111 • IIJI I • 11111111111 11 1111111 =i= 111111111 11 1: 1111111 11 ~ ~ 11 1111111 11 1111111111111 11 _· ,/ AS BUILT KEYMAP HIilcrest Contracting, lno, P.O. Box 1898 Corona, CA 92878-1898 C-3333 PROFILE SCALES ~ >-------------------NO. DATE BY APPROVED HORIZONTAL WASHINGTON STREET PLANTING PLAN NUVIS LANDSCAPE ARCHITECTURE AND PLANN I NG H: 714 .754.7346 IH: 71A.75L7lll THIS PLAN IS SIGNED BY THE Cl1Y OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO THE Cl1Y STANDARDS AND REQUIREMENTS ONLY. THE Cl1Y IS NOT RESPONSIBLE FOR f---t---1--+------------'t---- PLAN SCALE 1" = 20' DESIO, c-~ ~- APPROVED ~ Lel- /_ ') ~ 'l DESIGNED BY: DRAWN BY: VJ .~ 1-,:)V J,_.., l---t---t----+-----------1--------1 R'IOM 10+00 TO 13t18 CITY OF NEWPORT BEACH R-5763-S ' PUBLIC WORKS DEPT. DATE l---t---l--+-----------1------1 CHECKED BY: DATE : PUBLIC WORKS DEPARTMENT SHEET 86 OF 96 , 10+00 ,.._.....:..-=. -___ -____ ----- I 't I ;: /' I I - ---" '""''·' ·,,'. "' ; -:c ~en a: <w a..w ..... en Wi-en en < < :c 8+00 ""<_/""",;_;•"'"'"~ ,. .-< '/_, ·_,:''--V":'""""N< .-' ·-,• -·-.' ' / 11+00 PHASE 3 EAST BAY A VE. SEE SHEET 84 48 M'r'RCOM IC.AL 13 Fl-lO 'JACK &FRAT' !:i GAL . - r 2 !=UC TOR 2 !=UC TOR 36" E30X \'\DSC , c~RDO --':;;'.· _, 20 10 0 32 AGA 'VAR' S GAL S4 MYR COM 20 40 9+00 12+00 8 !=UC TOR 36" E30X 3 !=UC TOR 36" 60X E)(pirotion Date Date OF C ~\. MIT PREPARED BY : 10+00 ..... < WO enm < ...I :Cc( a.. al en < 18 AGA 'VAR' 4!:i MYR COM IC.AL 13+00 ~ NUVIS LANDSCAPE ARCHITECTURE AND PLANNING fX: 714.75-i.7346 PH: 71L754.7311 SEE PLAN FOR HYR COM TREE TYPE !:i GAL 4 PHO 'BB' I GAL "../ ·,,,./ /--...... /_.. ,, / --/ _.. '-....., __ _../ ',,, ' / ·-.. . ', ' '-,, ... , ',./ '-.....// ' '-, -,,'° -, ' / ' ',, ''-..... / / _.--~\. .,.;>-:::::,.;,_:J··:;.7~.:u---,,,__,,/ --. -' ' -',• V ', ),.,.,.L, .. ; __ , •'•t, _.., -, / ' .,.«, >: _,/". ···<< ';"-.;,,. _/~□ WP}~ e-~~---Y/?>/ @ <<;;~\ __ _ ~0 -~u:0 o,:\r------ ----~~---------------------'"'-----'"- A TYPICAL SHRUB PLANTING LAYOUT CALE= 1/4'•1•-o• PLANTING LEGEND 5'!1160L TREES: BAU BLA EUC NIC EUC TOR FALM5: ARC CUN WAS ROB Sl-4RU6S A6AVAR A6A ATT ALO ARB ALO NOB BUX MIC CEN C IN CHL COM EUR 'MUN' FES CIN HEM 'BT' LIG TEX MYR COM FHO 'BB' FHO 'JS' FRU CAR RAF 'JE' STR REG TRA JAS VINE: JAS FOL 60TANICAL NAME Bauhinia blakeana Euca 1!:jptus nicholii Euca 1!:jptus tor9ua ta Archontophoenix cunninghamiana Washlngtonia robusta Agapanthus varlgata Agave attenuata Aloe arborescens Aloe nobills Buxus mlcroph!:jlla Japonlca Centaurea clnerarla , Chloroph!:jtum comoeum Eur!:jops 'f1unchkin' Festuca cinerea 'Glauca' Hemeroca Ills h!:jbrlcl Lrguetrum Japonicum 'Texanum' M!:jrtus commun is , Fhormlum tenax 'Bronze Bab!:j' Fhormium tenax 'Jack Spratt' , Frunus carollnlana 'Compacta' Raphrolepls rnclrca , Strelltzra reginae , Trachelospermum Jasmrnolclee , = Plants for Fotter!:i Flantrng Schedule Refer to sheets that have potter!:j. Jasmrnrum pol!:janthum GROUND COVER: -Aloe arlstata -Bougainvillea 'La Jolla' - 1, , Felargonium peltatum -Strelitzia reginae ~ Succulent Grouncl Cover COMMON NAME Hong Kong Orchicl Tree Nichol-& Wlllow-Leafecl Peppermint Coral Gum King Falm Mexrcan Fan Fa Im Variegated Lil::J-Of-the-Nile Centur!:j Flant Tree Aloe NCN Japanese Boxwood Dust4 MIiier Sprd"er Plant NCN Blue Fescue 'Brlght-n -tight-orange' Gloss!:! Frivet True M!:jrtle Bronze Bab!:j Flax Jack Spratt Flax Compact Carolina Laurel Cherr!:j 'Jae!<. Evans' Bircl of Faraclise Star Jasmine Finl<. Jasmine NCN NCN Blrcl of Faraclrs e Carpobrotus chilensis 36" Box 36" Box 36" Box 12 ' 18' BTH , 12' BTH I GAL !::> GAL S Gal !:i Ga I I C:!a I 4" Fot 4" Pot 4" Fot 1 Gal I Gal !:i, I!::> Ga I !::> Ga I I Gal !::> Gal I!::> GAL S Gal I!::> Ga I I Gal S Gal !::> Ga I -18" o.c. !::> Ga I -36" o.c. 4" Pot S Gal -31&" o.c. Triangular spacing from flats @ 1:2" O.C. POTTERY PLANTING SCHEDULE 0 1-15 GAL PHORMIUM TENAX 'BRONZE BABY' 8-4" POTS CHLOROPHYTUM COMOSUM SPIDER PLANT a) 1-15 GAL STRELITZIA REGIN AE BIRD OF PARADISE 8-4" POTS PELARGONIUM SPECIES IVY GERANIUM @ 1-15 GAL 4-1 GAL PRUNUS CAROLIN IANA COMPACTA' COMPACT CAROLINA LAUREL CHERRY TRACHELOSPERMUM JASMINOIDES STAR JASMINE SITE RJRNISHINGS L CP PM A T a B 4' 5' 6' NP BR -Q-CONCRETE LI GH T STANDARD PER CITY OF NEWPORT BEACH CONCRETE POST WITH ~ HANGING BASKETS PER ~ CITY OF NEWPORT BEACH 0 0 ® • QUICK CRETE ROUND URN QR-URN2736P COLOR NAVY BLUE (909) 737-6240 PARK ING ME TER PER CITY OF NEWPORT BEACH TIMBERFORM RENAISSANCE ASH RECEPTACLE #2812 -P TIMBER FORM RENAISSANCE TRASH RECEPTACLE #28 -14-FT-P(W/ LID). QUICK CRETE TRASH RECEPTACLE 40 GALLON CONCR ETE RECEPTACLE COLO R AND SAND BLAST PATTERNS TO MATCH PHASE 1 QUICK CRETE ROUND BOLLARD #OR-52B WITH TILE INSET QUICK CRETE CONCRETE BENCH TO MATCH PHASE 1 APPROVED BENCH (SEE PLANS FOR LENGTHS) QU ICK CR ETE CONCRETE NEWSPAPER RACK #04NR • • ■ ■ ■ BIKE RACK COLUMBIA CASCADE SUPER CYCLOOPS #2175-8 ll ll'Jll!lll!IIIIIIIIIIIIII ''I [ZS] Turf Excalibre -Seashore Faspalum Pacific Earth Resources ( 8(l)(l)) ':l42-52':l6 Soclclecl Turf AS CITY OF NEWPORT BEACH 1----------------------NO. DATE BY THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO THE CITY STANDARDS AND REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR DESIGN A,SSl:IMRJ ON AND CCU RACY. REVISIONS PROFILE SCALES APPROVED HORIZONTAL PLAN SCALE 1" = 20' /' I] c DESIGNED BY: DRAWN BY: \{)-" /,J--01_.,, i----+--t---;----------r------, APPROVED PUBLIC WORKS DEPT. f---+---+--l--------------+-----tc::-:-H=Ec::-:-K:::-E::-D -=sYc:-:-+:D,.,,AT=E:-,----1 DATE MAIN STREET PL ANTING PLANS FRIJM 10+00 TO 14+80 CITY OF NEWPORT BEACH PUBLIC WORKS D:PARTMENT , R-5763-8 SHEo8] OF 96 28 Fl-!O '66' S GAL l':1 FI-IO '66' 10 ALONO6 S GAL -- 12 ECI-! FA& S GAL 10 UJA& R06 RELOCATED 12 UJA5 !'<06 RELOCATED 12 WA& R06 RELOCATED 22 ALO N06 S GAL IS ALO ARI &GAL l!l ALO N06 S GAL 6 UJA& R06 RELOCATED 6 ALO ARI &GAL S FI-IO TEN &GAL 1 ALO N06 S GAL I UJA& R06 ,..... 25' 6TI-! w l!l ALO N06 (J) S GAL ':I ECI-! FA& < S GAL J: C. 18 FI-IO TEN S GAL I C\I lw I I I I ::::.--:---- I SEE SHEET 90 FOR PLANT LEGEND SITE RJRNISHINGS GROUND COVER LEGEND L CP PM A T a ~ CONCRETE LIGHT STANDARD M PER CITY OF NEWPORT BEACH CONCRETE POST WITH ~ HANGING BASKl:TS PER ~ CITY OF NEWPORT BEACH co 0 @ QUICK CRETE ROUND URN QR-URN2736P COLOR NAVY BLUE (909) 737-6240 PARKING METEF: PER CITY OF NEWPORT BEACH TIMBERFORM R[NAISSANCE ASH RECEPTACLE #2812-P TIMBER FORM RENAISSANCE TRASH RECEPTACLE #28-14-FT-P(W/ LID). ALOE ARISTA,TA 5 GAL -18 O.C. TRIANGULAR SPACING BOUGAINVILLEA 'LA JOLLA' 5 GAL -36" O.C. TRIANGULAR SPACING SUCCULENT GROUND COVER CARPOBROTUS CHILENSIS TRIANGULAR SPACING STRELITIZA REGINAE 5 GAL -36" O.C. TRIANGULAR SPACING SODDED TURF EXCALIBRE-SEASHORE PASPAIUM --Ill -• • • < • • • . . ' . . . . . . . ' . ' . . . ' . . . . ' . . ' ' . . ' ' ' • ' • < t-----t----t-------J-----t---H~•~H--t--+----t--+--t--+~ ~K--+--f--+-+----+--+--H:->>-H--+--t---+---t---t----t-t-<P,;it-t----i---t---t-4""1 ECI-! FAS QUICK CRETE TRASH RECEPTACLE 40 GALLON CONCR ETE RECEPTACLE CO LOR AND SAND BLAST PATTERNS TO MATCH PHASE 1 12 UJAS ROB RELOCATE I UJA& R06 RELOCATED -- l!l UJA& R06 EX IS ING NOTE, THROUGHOUT BALBOA VILLAGE A TOTAL OF 160 WASHINGTONIA PHASE 1 PARKING LOT -EAST SEE SHEET 89 ROBUSTA'S WILL BE RELOCATED. 86 WASINGTONIAS WILL BE RELOCATED AS CALLED OUT ON THIS SHEET. 5' KEYMAP 20 10 0 20 5' 40 B 88 Expiration "60-f~ Date OF C E B BB = 11 POST & CABLE LAYOUT SCALE: 1/8"=1'-0" D PREPARED BY : ~ NUVI S LANDSCAPE ARCHITECTURE AND PLANNING IX: 714.754.7346 WH: 714.754.7311 10' POST & !:> GAL UJALL DETAIL TYF 4 UJAS ROB RELOCATED (r l!l Fl-!O TEN &GAL B BB = II PHASE 2 PALM STREET SEE SHEET 86 '-b II 16 '-6 11 ..... II UJAS R06 2!:>' 6TI-! 6 ALO N06 &GAL B BB CABLE LAYOUT SCALE: 1 /8"=1'-0" C POST & CABLE LAYOUT SCALE: 1 /8" = 1' -0" CITY OF NEWPORT BEACH B 4' 5' 6' • QUICK CRETE HOUND BOLLARD #QR-52B WITH TILE INSET QU ICK CRE TE CONCRETE 13ENCH TO MATCH PHASE I 5 APPROVED BENCH tE====i (SEE PLANS FOR "'===== LENGTHS) ,---12' BTH NP I QU ICK CRETE CONCRETE ~--~· NEWSPAPER RACK #Q4NR BR ■ • ■ ■ ■ BIKE RACK COLUMBIA CASCADE SUPER CYCLOOPS #2175-8 CD SUGGESTED COVERAGE AND PLACEMENT OF ALL SPIKES TREE WELL PER PLAN --20' BTH COVERAGE: 6" 9" 12" PALM DIA . SPIKES USED 2 4 6 15" 8 18" 10 NOTE: PALMS ARE RELOCATED WASH INGTON ROBUSTA UNLESS OTHERWISE NOTED ON PLANS NOTE: ON NEWLY PLANTED ANI) TRANSPLANTED PALMS SPIKES WILL BE PLACE[! CLOSEST TO THE TRUNK. @ ~~-LM PLANTING 4 5 ID 0 6 I 0 ,.,, .. G) 7 /16" DIA HOLE DR ILLED THROUGH INSIDE POSTS. G) GROUT FILL 4" DIA. POST & ROUND CAP W/ GROUT AS SHOWN G) TYPE 304 STAINLESS STEEL CABLE -7X1 9 STRAND CORE, 1/4" BARE, NYLON COATED 5/16", #8912 T754 G) 1 /2'' DIA HOLE DRILLED THROUGH END PIPE. @3/8" TOPLOCK NUT #90045A017 CUT STUD SWAGE TO BE FLUSH @WIRE ROPE 1/4" STUD SWAGE FITTING #3870T26 (D 4" DIA. ROUND TUBULAR STEEL i-----h::::ni=i::t""1 •t-,,,:t"r'\'"~,----POST POWDER COAT & ==ITT I .,~ •· Ji -Ill PAINTED GREEN. COLOR , I Il l ?"< . 0 Il l en -1 11-1 · O . , L)/ • 8 TO BE APPROVED BY _ I I 111 \, ~ . .. CITY OF NEWPORT BEACH ~ =I ll I /.tr ~'!m'-''-'frr-{9 111 i I I 12" SECTION SCALE: 3/4"=1'-o" NOTE: @CONCRETE FOOTING -, SLOPE TOP 2% MIN . AWAY FROM POST ® WRAP POST BE LOW GRADE WITH NON-CORROSION TAPE. @) FINISH GRADE @INTERIOR POSTS (TYP ICAL) ENLARGEMENT 1. END POST CONNECTIONS SIMILAR 2. ALL HARDWARE MODEL NUMBERS FROM MCMASTER-CARR SUPPLY COMPANY (562) 692-5911 OR APPROVED EQUAL. SCALE: N.T.S. B POST & CABLE SCALE: AS SHOWN 3. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS TO BE APPROVED BY LANDSCAPE AR CHITECT PRIOR TO CONSTRUCTION AND INSTALLATION . Hillcrest Contracting, tno. a.Box 1898 C-3333 REVISIONS PROFILE SCALES r---------------------j NO. DATE BY APPROVED HORIZONTAL THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR !----t---+---+-----------f------1 PARKING AREA -WEST 0 C < ' > .. CONCEPT AND ADHERENCE TO THE CITY STANDARDS AND REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR PLAN SCALE PLANTING PLANS - DESIGN (SSU~PTIONS AN~.Y. 11 __ 11 ___________ 1 __ t--;;;:;:=:;:;-;:1;;;"-=r;2;;:;0;;;' ;;:;--;:;;;:---+--------------,------1; APPRO~:j~ Cn;.1$-CfL, f---+---+---+-----------1-----l DESIGNED BY: DRAWN BY: CITY OF NEWPORT BEACH R-5763-S \ PUBLIC WORKS DEPT. DATE CHECKED BY: DATE : PUBLIC WORKS DEPARTMENT SHEET 88oF 96 '. 1-a--ll---lml M ST R ~ .-1---tH:JE SHEET s: ----~ ...... ii"' PHASE ,- m 5 ~-£""<;2 c( _J ...14tl- J: C!) a.z -~ a: c( a.. lb I ARC CUN 12' 6T!-I lb WAS R06 12' 6TI-I 32 FES CIN 32 FES CIN I c;,AL 1 LIG, TEX 15 G,AL 21 WAS R06 RELOCATE I G,AL 7 LIG TEX 15 G,AL 7 WAS R06 RELOCATE 25' 6T!-I 5 ALON06 5 GAL 3 FHO TEN 5 G,AL C I 6 () 6 32 FES CIN IGAL 1 LIG TEX 15 c;,AL 6 6 1 LIG, TEX 15 GAL 32 FES CIN IGAL 20 10 0 116 6UX IC 5 GA 28 AG,A 'VAR' El El El El ,) 6 I ) I 21 GAL OCTA/TOUR BUS LAYOVER 3 LIG T 3 LIG T 15 GAL 15 GAL 1':l l':l GIN IGAL: l':l FES CIN l':l FES CIN l':l FE5 CIN I GAL I GAL I c;,AL 3 LIG, TEX 3 LIG TEX 3 LIG TEX 15 GAL 15 G,AL 15 GAL TYF. 20 40 Expiration Dote - Dote or c~L ARC CUN 12' 6TH 6 ALO N06 5 GAL S WAS Roe 25' 6TI-I 12 ARC CUN 12' 6TI-I 33 FES CIN I GAL 5 LIG, TEX IS GAL 4e, FES GIN I G,AL 3 LIG TEX IS GAL 18 LIG, TEX IS c;,AL -----11 18 LIG, TEX '3 LIG, TEX IS c;,AL 38 WAS R06 . . RELOCATE 24 LIG EX IS G • • □ 5 GAL 8E AND PLACEMENT COVERAGE: 6" g" 1 2" 15" 1 s" PALM DIA. SPIKES USI D2 4 6 8 10 NOTE: ON NEWLY PLAN TED AND TRANSPLANTED PALMS SP IK ES WILL BE PLACED CLOSEST TO THE TRU NK. S WA5 Roe 25' 6TH 32 FHO '66' Jc;,AL 12 MYRCOM 5 c;,AL ':l EUC TOR 3/b" 60X 1e, WA5 R06 25' 6T!-I 8 ARC CUN 12' 6TI-I 11 LIG, TEX IS G,AL 6 W 8 WAS R06 RELOCATE ~lf::::~--:;-;2e,;;-L IG TEX IS GAL :!4 LIG TEX ISGAL LIG TEX 15 G,AL LIG, TEX IS G,AL 24 LIG TEX 15 G,AL 1H--- 2 WA5R06 RELOCATE RELOCATE . . . 3 F!-IO 'JS' S GsAL 4 ALO AR6 S GAL 3 CYC REV 3/b" 60X -------4 FHO ROE 24" eox 12 STR REGs IS GsAL 4 ALO AR6 5 GAL 4 ALO AR6 SGAL 3 PHO ROE 24" 60X 6 5TR REG, 15 GAL 5 ALO AR6 5 GAL 3 F!-IO ROE 24" 60X 21 ARC CUN 18' 6TI-I 43 RAF IND 5 GsAL 1 CYC REV 3/b" eox PHASE 1 I INE SEE SH ~rAI-IASE 2 PARK E SHEET 9 -----ASE 3 PA E SHEET 9 w:R~~ ~ l 111 KEYMAP HASE 3 PARK SEE HEET 90 \ \ \ SEE SHEET 90 FOR PLANT LEGEN GROUND COVER LEGEND ALOE ARl&TATA S6AL..-18'' OC.. TI<!J,NGl.ll..AR &PACING ec,i..!G.AINYILL.c'.A 'LA JOU.A' s GAL r 36'' Ot:.. T!I.IA'll®LAR &PACING eucr-AJLENT CiR0UNO cove~ ~6FIJT05 CI-IILEN&l5 mlANGl.11 .. AFi! &PACING STRELIT1%A i.£G;INAE P GA!.. -36" 12'.C. TS>M<6UL,.,. 6PAclN6 SODDED TIJIF E)(CALISRE~&EA&MORE PA&P.A!UH -' . . ' ---' ' ' ' ' ,---,-12' 6T!-I \ TREE WELL FER FLAN --212>' 6TH ' I NOTE, FALM5 ARE RELOCATED WAeHINc.TONIA R06UST A UN!..ESS OTI-IERWISe NOTED ON FLANS I ~~=~~~~~+-.J ®Q ,';/_.:·, .·. .,, le) I 5TR REG 15 GAL 'hi'hhlll) I ~tTT 13 I ALO AR6 S GAL 36" 60X 41 RAF IND 5 GAL S F!-10 ROE 24" 60X NOTE, THROUGHOUT BALBOA VILLAG TOTAL 160 WASINGTONIA ROBUST A'S WILL BE RELOCAT 104 WASHINGTONIA'S WIil BE RELOCATED AS CALLED OUT THIS SHEET. f\S BU\Ll Hillcrest Contracting, Inc. P.O. Box 1898 corona. CA 92878-1898 SITE RJRNISHINGS L CP PM A T a 8 4' 5' 6' NP BR K CONCRETE LIGHT STANDARD ";-< PER CITY OF NEWPORT BEACH CONCRETE POS T WITH ~ HANGING BASKETS PER ~ CITY OF NEWPORT BEACH 0 0 ® • QUICK CRETE ROUND URN QR-URN2736P COLOR NAVY BLUE (909) 737-6240 PARK ING METER PER CITY OF NEW~ORT BEACH TIMBERFORM RENAISSANCE ASH RECEP TACLE #2812 -P TIMBER FORM RENAISSANCE TRASH RECEPTACLE #28-14-FT-P(W/ LID). QUICK CRETE TRASH RECEPTACLE 40 GALLON CONCRETE RECEPTACLE COLOR AND SAND BLAST PA TTERNS TO MATCH PHASE 1 QUICK CRETE ROUND BOLLARD #QR-52B ~TH TI LE INSET QUICK CRE TE CONCRETE BENC H TO MATCH PHASE 1 APPROVED BENCH (SEE PLANS FOR LENGTHS) QUICK CRETE CONCRETE NEWS PAPER RACK #Q4NR ■ • ■ • • BIKE RACK COLUMBIA CASCADE SUPER CYCLOOPS #2175-8 • I ' l CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5763-S i "' SHEET 89oF 96 l'i I ! I I 10 ere REv 36" eox 3 PHOROE 24" 60X 36 GEN GIN 4" POTS 12" PEL PEL 4" POT& 16 I PHO 'J.5.' S GAL IS ALO ARB S GAL 2 At:!,A ATT SGAL S STR REG IS GAL 16"0 HEM 'T.6.' IGAL 2 AGA ATT SGAL 2 PHOROE 24" eox 2 ere REV 36" eox 12 RAP 'J.E.' s GAJ.. 16"0 HEM 'T.6.' 4" POTS PHO ROE 24" BOX 3 ere REv 36" eox 4 PHO 'J.5.' SGAL 16" HEM 'T.6.' I GAL 6'3 GEN GIN 4" POT& S FHO 'J.&.' SGAL 6 RAP IND 5 GAL ~ IS GAL AGAATT SGAL 1 ALO ARB 8 ARC CUN 12' 6TH 2 AGA ATT S GAL S &TR REG IS GAL 2 AQA ATT S GAL 0 0 4 ELIRMUN s GAJ.. S &TR REG IS GAL 2 AQA ATT S GAL 8 ALO ARB s GAJ.. FHO ROE 24" eox S GAL 2 AQA ATT FROFO&ED TURF 5 GAL 5 &TR REG ISGAL 2 AGAATT S GAL ~~~~ ~ 6 AJ..O ARB 5 GAL PHASE 3 PROPOSED TURF 0 0 0 4 EURMUN s GAJ.. 2 Al::,AATT S GAL 4 &TR REG IS GAL 8 AQA ATT S GAL 4 CYC Fi!EV 36" eox 2 PHO ROE 2 II X 12 "0 FE:L PEL 4" POT& 6 AQA ATT S GAJ.. 4 PHO ROE 8 PHO 'J.5.' 24" eox 5 GAL 8 CYC REV 16"0 HEM '6.T.' 36" eox I GAL 1 PHO 'J.6.' 5 RAP IND 5 GAL 5 GAL 43 ALO ARB 15 AQA ATT S GAL RELOCATED~ S GAL 1'3 PHO 'J.&.' MONUMENT l'='J ~'-+::-'-::'~==---(Fl=RDUE O 0 5 GAL 0 PROFO&ED TUFsf 0 0 11 0 0 &TR REG IS GAL 3 PHO ROE 24" 60X 6 CYC REV 36" eox 'il PHO 'J.S.' S GAL 3 FHO 'J.&.' S GAL FROF05ED TURF 6 RAF IND 1 PHO 'J.5.' 5 GAL 6 CYC REV 36" eox 3 FHO 'J.5.' S GAL PHASE 1 '~ PARKING -WEST ~, SEE SHEET 89 ' 4 ere REv 36" 60X RELOCATED-- MONUMENT !LUNDE> S RAF IND SGAL 7 AQA ATT S GAL t t t I I I 8 CYC REV 36" 60X 2 PHO ROE 24" eox HEM 'T.6.' I GAL FHO ROE 24" eox 20 4 ALO AR6 5 GAL 3 &TR REG ISGAL 4 ALO ARB S GAL 10 0 20 31 PHO 'J.6.' 5 GAL 2 PHO ROE 24" eox 6 CYC REV 36" eox 36" eox 16"0 HEM 'T.6.' I GAL RELOCATED PHOENIX CANARIEN&I& 12"0 PEL PEL ~\\DSCAp l-STONf 4" FOT5 8 PHO 'J.&.' S CYC REV 36" ElOX 4 ALO AR6 5 GAL 3 &TR REG I5GAL 4 ALO AR6 S GAL PREPARED BY : ½ [§ / ~~ >;=;; c.J n Cl::'.:: ,, __ -, Signat ure Expiration Dote 40 I 6 RAP 'J.E.' SGAL 2 &TR REG 15 GAL 3 RAF 'J.E.' S GAL 3 5TRREG IE> GAL 12"0 PEL PEL 4" POTS 2 PHO ROE 24" eox 3 RAP 'J.E.' E> GAL S &TR REG IS GAL 1 CYC REV 36" BOX 1 PHO 'J.6.' ~ ◄ SGAL I-a: "I2'---"0=--=-i__.FE-=L__.P-=E::::L_ -0 ~~ ...Ju_ 4" POT& 4 RAP IND 5 GAL 10 &TR REG 15 GAL 0 5 ALO ARB PLANTING LEGEND SYM6OL TREES: BAU BLA EUC NIC EUC TOR PALMS: ARC CUN CYC REV Pl-1O ROE WAS RO6 Sl-4RU6S AGA VAR AGA ATT ALO ARB ALO NO6 6UX Mic CEN CIN Cl-IL COM EUR 'MUN' FES CIN 1-IEM '6T' LIG TEX M'YR COM Pl-1O '66' Pl-1O 'J6' PRU CAR RAP 'JE' 6TR REG TRA JAS 60T ANICAL NAME Bauhlnla blakeana Euca lyptue nicholii Eucalyptus tor9uata Archontophoenlx cunn1n9hamiana Cycae revoluta Phoneix robelenii Washlngtonla robusta Agapanthus varigata Agave attenuata Aloe arboreecene Aloe nob flls Buxus mlcrophylla Japonlca Centaurea cineraria * Chloroph~tum comosum Eur~ope 'l'1unchlc.ln' Fesluca cinerea 'Glauca' 1-lemeroca I lie hybrid Liguetrum japonicum 'Texanum' Myrtus communls , Phormium tenax 'Bro nze Bab~' Phormium t enax 'Jack Spratt' • Prunus caroliniana 'Compacta ' Raphrolepie lndlca • 6tre I itzla reg ina e , Trachelospermum jasminoidee S GAL 2 PHO ROE 24" 60X , = Plants for Pottery Planting Schedule Refer to eheete that have pottery. 6 FHO ROE 24" eox 2 CYC REV 36" 60X 3 STR REG ISGAL 3 ALO AR6 E> GAL 2 PHO ROE 24" eox S ALO ARB 5GAL 3 &TR REG 4" POT& 6 RAPIND 5 GAL 2 PHO ROE 24" eox 11 PHO 'J.6.' S GAL II ALO ARB 4" POT& 3 &TR REG ISGAL 13 ALO ARB S GAL 3 &TR Rl:G IS GAL IT OF WORK P:iiillliil NUVIS LANDSCAPE ARCHITECTURE AND PLANNING VINE: JA6 POL Jasminium polyanthum GROUND COVER: -Aloe arletata -6ou9ainvillea 'La Jolla' -• Pelargonlum peltatum -Strelitzia re91nae ~ Succulent Ground Cover . . '. , Turf CITY OF NEWPORT BEACH THIS PLAN IS SIGNED BY THE Cl1Y OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO THE Cl1Y STANDARDS AND REQUIREMENTS ONLY. THE Cl1Y IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. NO. DATE BY COMMON NAME SIZE I-long Kong Orchid Tree Nichol's Willow-leafed Peppermint Coral Gum King Palm Sego Palm Pigmy Date Palm Mexican Fan Palm Variegated Llly-or-the-NT\e Century Plant Tree Aloe NCN Japanese Boxwood Duetl,_j Mi Iler Spicfer Plant NCN Blue Fescue 'Brl9ht -n-tlght -oran9e' Glossy Privet True Myrtle Bronze Baby Flax Jack Spratt Flax Compact Carolina Laurel Cherry 'Jack Evans ' Bird of Paradise Star Jaemlne Pink Jasmine NCN NCN Ivy geranium Bird of Paradlse To be selected Excalibre -&eaehore Paepa lum Pacific Earth Resources (8(?)(Z)) ':l42-!:'>2':l6 3b" Box 3b" Box 3b" Box 12' 18' BTI-I , 36" Box Multi Trunked 24" Box 12' 6TI-I I GAL !:, GAL E, Gal E, Gal 1 Gal 4 " Pot 4" Pot 4" Pot I Gal I Gal !:,, I!;, Gal !:, Ga I I Gal !:i Gal l'::i GAL f; Gal IB Gal 1 Gal !:, Gal -18" o.c. !:, Gal -36" o.c. 4 " Pot !:• Gal -36" o.c. Triangular epacrng SITE RJANISHINGS L CP PM A T Q 8 4' 5' 6' 0 ® • CONCRE fE LIGHT STANDARD PER CI TY OF NEWPORT BEACH CONCRETE POST WITH HANGING BASKETS PER CITY OF NEWPORT BEACH QUICK CRETE ROUND URN QR-URN2736P COLOR NAVY BLUE (909) 737 -6240 PARKING METER PER CITY OF NEWPORT BEACH TIMBERFORM RENAISSANCE ASH RECEPTACLE #2812-P TIMBER FORM RENAISSANCE TRASH RECEPTACLE #28 -14-FT-P(W/ LID). QUICK CRETE TRASH RECEPJACLE 40 GALLON CONCRETE RECEPTACLE COLOR AND SAND BLAST PATTERNS TO MATCH PHASE 1 QUICK CRETE ROUND BOLLARD #OR-52B WITH TILE INSET QUICK CRETE CONCRETE BENCH TO MATCH PHASE 1 APPROVED BENCH (SEE PLANS FOR LENGTHS) I I QUICK CRETE CONCRETE NP c__ __ ____J NEWSPAPER RACK #Q4NR BR ■ ■ ■ • ■ BIKE RACK COLUMBIA CASCADE SUPER CYCLOOPS #2175-8 SlJOt'l IIB> COVERAGE ND PLACEMENT OFALLSPl<ES COVERAGE: 6" g" 12" 15" 18" PALM DIA. SPIKES USED 2 4 6 8 10 NOTE: ON NEWLY PLANTED AND TRANSPLANTED PALMS SPIKES WILL BE PLACED CLOSEST TO THE TRUNK. [JJ .. Qf!f§;~-~-,-~~D-~:•-~; rn:IH,13~~--~-~·.L__J = t GI I I 11 I ii I I 11\1 I Ii ,.iJ.f.W c ••.1 I 111 Ii I 11161 I I 1Ti1.Ll REVISIONS AS BUILT PROFILE SCALES APPROVED HORIZONTAL PLAN SCALE 111 = 20' • 11111111111:1111111 ill . , 1· IIIIIIIIIIIIIIIIIIIIIIIIIIHl1j IIIIIIIIIIIIIIIIIIIIIIIIIUII ~ l KEY MAP Hillcrest Contracling, lir. P.O. Box 1898 Corona, CA 92878-18i,: C-3333 PENINSULA PARK PLANTING PLANS IX : l!A.7 5 47346 I H: 714.7 5 4 .7311 1----+---+-+--------------+------l DESIGNED BY: DRAWN BY: CITY OF NEWPORT BEACH R-5763-S I ) I \ APPRO~QU~ PUBLIC WORKS EPT. (t~1s-01~ DATE 1-----+---+--+--------------+------l CHECKED BY: DATE : PUBLIC WORKS r :PARTMENT SHEET 90 OF 9 6 _, _____ .,.__...;.;;....._ I I --·--~ ----·---• .._..,.~:.....:;-····--· -~-----~--c::::.,: _____ -------·---~--~,..;?-----------~ .~ ~--·.-, -~~-·-·----......__...------· - N OTES: ______.. TO SECURE VINE ON TUBULAR TUBULAR -SEE PLAN TINC SPECIF ICATIONS STEEL FENCE-USE GREEN STEEL 00 PRIOR TO INSTALLATION OF i FOR EACH VINE, PLACE EYE BOLTS AS SHOWN ATTACH WIRE TO BOTTOM EYE BOLT AND EYE BOLTS AT TOP OF WALL. STRING WIRE THOUGH PLASTIC TAP E. FEN CE PLANT MATERIALS. < ROO T BALL CR OWN TO BE " 0 I : co I ;i. 2'-0" 2'-0" • MAX. MAX. EYE BOLTS AT 6' FROM TOP OF WALL. EYE BOL TS SHALL BE 1/4" DIA. GALVANIZED WIRE SH ALL BE #12 GAUGE, TYPIC AL. ATTACH ALL THREE WIRES TO BOTTOM EYE-BOLT. GALVAN IZED EYE- BOLT SET INTO WALL MINIMUM OF 1 1 /2". SET ROOTB ALL TIG HT TO FOOTING SPREAD ON WA LL OR FENCE AND SECURE ROOT BALL CROWN 1'' ABOVE FINISH ' GRADE. APPROVED BACKFILL 1" ABO VE FI NISH GRADE RE DY-STAKE -THIS DETA IL IIPPLIES TO 15 GAL & 24" AND 36" BOX TREES A SHALL OW BASIN 2" DEEP SHALL BE FORMED ARO UN D ROOTBALL BELOW FIN. GRA DE FIN ISH GR ADE NATIVE GR ADE OR CERTIFIED COM PACTED SUBG RA DE APPROVED BACKFI LL ; TH OROUGH LY MIXED PRIOR TO INSTALLATION 10' GALVIN IZE D ~r S~AMLES PIPE 1 2 DIA N PL ACED ON ~ ~~ WINDWARD SIDE OF TREE 2-1 ' 0 -VERIFY DETAll. TO CITY SPECS PER CITY OF NEWPORT BEACH PRIOR TO INSTA LLAT ION AND CONTRUCTION -TREES INSTALLED WITHIN TURF AREAS SHALL BE INSTALLED WITH 'ARBOR-GARD' AT BASE OF TRUN K. --SURFACE OF 3" WATERING BERM 2 x DIAMETE R OF ROOT BALL HOLE TO BE DUSTED WITH GYPSU M BEFORE BACKFILLING ,___ METAL TREE GUARD -24" DIA. MODEL NO. TG-4 BY TRYSTAN TEL. NO. (519)-632-7427 IN STALL Pt:R MANUFACTURER'S RECOMMENDATIONS PLANTER SOI L -@ VINE PLANTING ELEVATION SCA LE: N. T. S. LUTZ MAINTENANCE TREE SP IKE ROOT BALL LUTZ MAINTE NANCE TREE SP IKE 4" DIA. PVC W / REMO VA BLE PVC CAP\ A SHAL LO W BASIN 2" DEEP SHALL BE FORMED AROUND BA LL BELOW FIN ISH GRADE. I ~~ • I <C r+-o._zr----rn"l'il,, WO TO BE TIED OU WITH ORG AN IC co~~~ ' TWINE PR IO R -1<-TO PL AN TING FROND TIE DETAIL I" ~ 1'-o" 2x DIA RO OT BALL FI NISH GRADE NA TIVE GRADE OR CER TI FIED COMPAC TED SUBGRA DE APP ROVED BACKF ILL · THOROUGHLY MIXED ' BEFO RE INSTALLA TION 95% COMPAC TED SAND 12'' AUGER THROUGH CA LICHE OR HARD PA N CA LICHE OR HARD PA N NOTE· • NOlE: ON NEWLY PLANTED AND TRANSPLANTED AVAILABLE LUTZ PALM FERTILIZER # 30190 (MN) PA LMS SPIKES WILL BE PLACED CLOSEST TO SPIKES FOR EACH TRANSP LANT. #30193 PALM THE TRUN K. TREE MAINTENANCE SPIKES FOR USE AFTER =;,;=-;;--:;-;;-;=--,--.---,--~~-~ PALM IS EASTABLISHED LUTZ CORPORATION COVERAGE: 6" g" 12" 15" 18" 1-(800) 203-7740 OR APPROVED EQUAL. PA LM DIA. NU MBER OF SPIKES USED WILL DEPEND ON PA LM t-S-PI-KE----t--2-+-4--l-6---l---8--1-10_.J DIAME TER. S USED TYP. PL ANT-SPACING VARIES. SE E PLANT LEGEND & PLANS EDGE OF~ PLANTING AREA NOTES: 1. ALL PLAN TS TO ~E PLANTED @ EQUAL SPACI NG (TRIANGJ UNLESS OTHERWISE INDICA TED ON PLANS. 2. Ci. OF PLANTS SHALL BE 8" MINIM UM FROM EDGE OF PLANTIN G AREA. 3. INFILL PLANTS AS REQUIRED TO MAINTAIN SPACING AT IRREGULAR EDGES. 4. PLANTS @ EDGES TO BE SPACED 1/2" OF "EQUAL " MAX. EQUAL EQUAL ~---=---=--=-=-~S::::...:P-=-A...:....:C::::...:i.:...:.N-=G __ _ / °1 N.T.S. ~--' . c.o I N ROOTBALL NOTES: -SEE PL ANTING SPE CIFI CATIONS PR IOR TO IN STA LLATION OF PLANT MATERI AL S. ROOTBALL @ SHRUB Pl ANT~NG Df---------- N.T.s. © ~~;E STAKING (Single Stake) ®~~LM/VINE TRIElLIS CD 1" CROWN ® TYP. 2'' RADIUS EDGE Q) #4 VER TICAL REBA R @ 24" O.C. #4 HORZ. REBAR @ TOP, MIDDLE & BOTTOM 0 POURED IN PLACE CON CRETE WALL NOTE: TI LE AVAILA BLE AT DAL TILE,INC (714)521-5224 GENERAL CONSTRUCTION NOTE ALL BOLLARDS, PRECAST ELEME NTS, AND PAIN TED PLASTER WALLS TO BE COA TED WITH "ARMAGLA ZE W/B6000" AS MANU FAC TURED BY AQ UARIUS COA TI NGS, IN C. (1-800-561 -6750), DISTIBUTED BY SHERMAN WILLIAMS EQ. @) CO LOR-SCOFIELD ASH WHITE FI NISH-LIGHT SAN D BLAS T CON TRAC TOR TO PROVIDE 4'X4' SAMPLE FOR OWN ER APPROVAL 3' DIA. .r--1 9 CO LOR AS SCHEDU LED (CLEA R) OR ' © PRIOR TO IN STALLATION FI NISH GRADE {2) CONCRETE FOOTI NG ® CO MPACTED SUBGRAD E PER SO IL REPORT ® SLOPING PORTION OF PILASTER 1'-6" DIA. 1'-4" DIA. Q9) TI LE CAP TO BE PRE -FABRICATED ON A MESH AP PROVED EQU AL. _,,----(10 n I N ----- BY SPECCERAMICS, IN C. (7 14) 680-6870 SEE D AND E. @ 2''X2" CAP TILE -PE ACOCK GREEN @ 1"X1" CAP TILE -BLUE BERRY @r1~.~~-o~ PLAS TER/WALL 11 0 C ... .. PILASTER t -;: . . . .. . . . . 3' 18 ---7'~7' -•• SECTION ® 1t~-~.-~~CTION @ 1"X1" CAP TILE - W INTER GREEN ~ POURED -IN-PLACE TYP. j " RAO. 1'-4"DI A. CONCRETE SPIRAL PILAS TER t-"";:·t0~----'s;:-l--::::::===---~,J....------~@ ' ~ 1 0 0 ' {D I 0 "st- ® ® 2'-0" @ WALL Signature ' TYP.2" RAO . r--- ' _ ___, A 0 ~ .r--15 2'-2"DIA . .,,..--114 3'D IA. --0 ® t~~y.AJION @ PILASTER PREPARED BY : ~ NUVIS LANDSCAPE ARCHITECTURE AND PLANNING FX: 714.754.7346 PH : 714.75t.73l1 12" RAO. 12 1'-4" DIA. 5 ®SPIRAL P~lASTlER DETAIL CITY OF NEWPORT BEACH NO. DATE BY 3/4"=1'-0" 2' 1 o" 1 o" r-G) -0 • LO 3'-o" CJ) o.c . @ FINISH GRADE PER ENGINEER PLANS ® 8XBX16 CONCRETE PRECISION BLOCK. GROUT ALL CELLS 12XBX16 CONCRETE PRECISION BLOCK . GROUT ALL CELLS #4 VERT. REBAR DOWEL SET INTO PILASTER AND SPHERE CAP WITH POUR ROC EXPANDING CEMENT • @ #4 VERT. REBAR @ 24" O.C. @ #4 VERT. REBAR @ EACH • 11 CORNER 6B 21 (8) #4 HORZ . REBAR @ TOP J © & BOTTOM PILASTER & WALL ELEVATION #4 HORZ , REBAR@ TOP, MIDDLF. 3/4"=1'-0" @ 4" SQ. CERAMIC TILE COLOR @ & BOTTOM , CD PRECAST CONC SPHERE SECTION PEACOCK GREEN, DAL TILE @ 1 /2 FELT EXPANSION JOINT 1/ ,;:;-., PRECAST CONC·. PILASTER CAP (714) 521 -5224 GREG KENT 16 WITH MASTIC SEALER ,__ \.V MODEL NO. BY @ 2'' SQ. CERAMIC TILE COLOR @ CONCRETE PAVING PER PLA1 G) l~~Al~~~R,E J~LEPl~ff~PL~08~bVE r}1u4~B§~~~·5ff} J~LfG KENT @ CONCRETE FOOTING DESIGNS, TEL. NO. (800) 771-459'.i @ 2" SQ. CERAMIC TILE COLOR ,;;:;-,19 NA TIVE GRADE OR CERTIFIED !:: • WINTER GREEN, DAL TILE \!..o/ .,, ~ PRECAST CONCRETE WALL CAP (714) 521 _5224 GREG KENT BACKFILL 3 l..:V MODEL NO. WC-12 BY SAN DIEGO hr,\ " PRECAST CONG. (619) 449-6810 ,-;,,, @ PILASTER BEYOND ~ ,;:,,. 0 SMOOTH TROWEL PLASTER f,;':;\ ALL GROUT & MORTAR JOl"~tS S \2) 3" WIDE RAISED PRECAST FINISH @ " ~ CONCRETE CAP SECTIONS COLOR: DUNN EDWARDS TO BE #25-WHITE BY CCURE ff_ AT 36" O.C. "SWISS COFFEE" (713) 492-5123 ~ NOTE: ALL PRECAST ELEMENTS AND PAll~TED PLASTER TO BE PAINTED WITH GRAFFITI f~ESISTANT SEALANT l VERIFY WITH CITY OF NEWPORT BE:ACH .. f · C H PIER PLAZA Pll.ASTER @ WALL DETA~l 1 HillcrestCorttracting, tnc. C-333~ CQfQOa, CA 92878-1898 1 CONSTRUCTION / PLANTIN~1 REVISIONS APPROVED HORIZONTAL THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO THE CiTY STANDARDS AND REQUIREMENTS ONLY. THE CITY IS NOT RtSPONSIBLE FOR DESIGN ASSUMPTIONS AND A URACY. f-----+----+----+----------+------~--P-LA_N..LS-CA-LE----l DETAILS I .A.PP ROVED )..__,_ PUBLiC WO KS DEPT. 1" = 201 / 2< 1 DESIGNED BY: DRAWN BY: {,ll..; -..:.i--0 j f----1---1----1---------1-----l ~ CH~Kffi~ ~: CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5763-~ SHEET 91 OF 9fSJ