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HomeMy WebLinkAboutR_5763_SPH1/ fjJ g -' ti: CD -:c . 0 .... <( .::.(/)L-../1-.......'.'.~:'..-....::..::::..,---, ADAMS AVE. w ro z 0 .... I-(/) (.!) ~ -$ z: :.c ..... -"' -s: I-0 zo :3 :]§ I LL CITY OF COSTA "' 0 MESA CD "' <( I VICTORIA i;;i <( 19TH ST. ci "' ORANGE COAST COLLEGE ;e w 5 "' <( u._ ST. PROJECT LOCA llON---..,,,_,,.,,,,,, .. VICINITY MAP SCALE, 1'' = 4400' SYMBOL LEGEND -0-POWER POLE IQ'SSMH SANITARY SEWER MANHOLE 'tf' FIRE HYDRANT 0-1'/M-WATER METER BOX & SERVICE QGM GAS METER ----0--VALVE POWER POLE ANCHOR f':i, MONUMENT -x-x-x-FENCE ==== BLOCKWALL 0 TREE (} tJ SHRUBBERY .,.,,_ =.,,, .,,,_ ASPHALT PAVEMENT ;:;:;:;:;:;:;:;:; BRICKWALK k . .-_: ."_:·_-.-_.·_. ·:I CONCRETE L=a BUILDING _ _ _ _ EXISTING CONSTRUCTION ----PROPERTY LINE ----NEW CONSTRUCTION ---PHASING LINE BAKER ~ ~-trt-P.<:j ,F'l'il" <:,'<:-· fl ORANGE CO. ;:,"> ,§-FAIRGROUND c,'l' CP A T EWPORTp-,~~ BAY ff }CITY r,"" 0 I NEWPrlrfrt~-1 g;; " 'I BEA C, UNIVERSITY !;!§ l?O. ! LEGEND: fZZj COLD MILL AC PAVEMENT_ (:: ~,ii I STOR YAR RESE RD. ~ COLD MILL CONCRETE PAVEMENT. b3 REMOVE AC PAVEMENT. !\\ii REMOVE CONCRETE PAVEMENT. e 0 e LIMITS OF CONSTRUCTION (LOCATION MAP) LANDSCAPE AREA CONCRETE LIGHT STANDARD CO)'lCRETE POST W/ HANGING BASKETS 2' DIAMETER PRECAST CONCRETE POT ASH RECEPTACLE TRASH RECEPTACLE TIMBER FORM RENAISSANCE BENCH M' I ~-~ MODULAR NEWSPAPER RACK BIKE RACK BR--- ~CONST. NOTE NUMBER W---DETAIL ON SHEET NO. © STREET DRAWING NUMBER £ HARDSCAPE DRAWING NUMBER @) STORM DRAIN DRAWING NUMBER ~ ® rs--CITY OF IRVINE '\;•\;,:_;:i,fa'~~i,i:1·! -'i.,, ''•"'' ' "'">ll_fa)i (") ::r: I \ '1,1,i,. S.:.'-'V RO-PUBL~C WORKS DEPARTMENT PHASE 1 ''l-'"E • • • • • 1rnr PHASE 1 ~,, i"\?;;;~,iI,-"1:'"' PIER PARKING LOT ;, ' • C FRONT BALBOA V~LLAGE ~MPROVEMENT PLANS APPROVED: APPROVED: PHASE 1 PellNSIA.A PARK C=3333 DATE: _____ _ DIRECTOR OF PUBLIC WORKS R.C.E. NO. 36106 CITY ENGINEER R.C.E. NO. 24967 DATE: _____ _ PHASE 2 PER PARKING l-OT "' .'! A BLVD. r-:---r;:=:--, HASE 2 ©® <l@ 1 . ©£§1 ii ; !ii ®&i 1l l; ©@A 256-S @ f I;; ALLEY 256-T /4j: f5 ALLEY 256-1.1 @'{Ii; ALLEY 256-V ~ ~ ~ o,£'~ 4 A, ,_., • -== • : ;r; FRONT 7 11111111111111111111111111111 = ,~;;:,; .• -~ ~ _ ... -':~;-~-, ::.,:-:, HASE 2 PENf-lSU.A PARK PIER PARKINO LOT _ SHEET INDEX : 1 1A 1B 2-3 3A 3B-3C 4-6 7 8 BA 9-10 11-12 13-14 15"-17 18 19-26 27-34 35-37 37A 38-44 45 46-48 49-50 51-62 63-70 71-80 81-91 92-96 BALBOA BLVD. TITLE SHEET CONSTRUCTION NOTES GENERAL NOTES TYPICAL SECTIONS & DETAILS INTERIM DEMOLl110N AND CONSTRUCTION DETAILS HORIZONTAL CONTROL PLANS BALBOA BOULEVARD EAST BAY AVENUE ALLEY 256-U ALLEY 221 PALM STREET WASHINGTON STREET MAIN STREET BALBOA PIER PARKING LOT AND ACCESS ROAD NOT USED DEMOLITION PLANS HARDSCAPE HORIZONTAL CONTROL PLANS STORM DRAIN PLANS AND DETAILS TIDE GATE VAULT DETAILS WATER AND SEWER PLANS ODOR CONTROL SIGNING AND STRIPING TRAFFIC SIGNAL STREET LIGHTS TRAFFIC CONTROL IRRIGATION PLANS AND DETAILS PLANTING PLANS AND DETAILS NOT USED PHASE 3 ©® <l@ ©~ ti ®&i 1l ©@A , ALLEY 256-8 @ !ii ij Al.LEY 256-1.1 @ !ii ALLEY 256-V e ~~=,:::t=~ I ~ OCEAN :i: FRONT HASE 3 • 111!111" ~ .__ ---<t---CENTERLINE ~ WATER AND SEWER DRAWING NUMBER s :;,;; .; ~BALBOA PIER RESTROOM □ I 1111111111111111111111111111111111111111111111111111111111-g,111111111111111 f5 ~BAI.BOA PIER RESTROOM ~BA!.BOA PIER RESlllOOM ___ _s ____ SEWER LINE ----W·--WATER LINE ___ G ___ GAS LINE -E--POWER LINE -TEL-TELEPHONE LINE -CATV-CABLEVISION LINE -SP--SPRINKLER SYSTEM )J: STREET LIGHT BORING LEGEND : --u-SIGN -$-DYA BORING LOCAllON, I= eel GARAGE OPENING -$ DYA CORING LOCAllON. 1=--d l\1NDOW * SPRINKLER 4 CORING LOCATION BY OTHERS. EMERGENCY TELEPHONE NUMBERS DAY SOUTHERN CALIFORNIA GAS COMPANY 1(800)-624-8153 SOUTHERN CALIFORNIA EDISON COMPANY 1(800)-611-1911 PACIFIC TELEPHONE COMPANY 611 CITY OF NEWPORT BEACH UTILITIES SECTION (949)-644-3011 COUNTY SANITA110N DISTRICTS (714)-962-2411 OF ORANGE COUNTY COMCAST Ci\FlLEVISION UNDFRGROUNO SERVICE ALERT (949)-542-6222 1 (800)-422-4133 NIGHT 1(800)-624-8153 1(800)-611-1911 611 (949)-644-3011 (949)-644-6222 1(800)-422-4133 ··:.: : ~: \o'C;;/);t, ·• ,_ c",;}, ' <!/;i' ,-'•i, "'-' ,.",'. i:~1 '•, · ~,,' { ~ '·--,1,_ };: -"~\. t;I • ~~fi;0.t~;<Ht-;;ki~~~ CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG PHASE 1 LOCATION MAP SCALE 1 "=200' BASIS OF BEARINGS: THE BEARING N 55"27'55" W BEING THE CENTERLINE OF BAY AVENUE AS SHOWN ON PARCEL MAP RECORDED IN BOOK 117, PAGE 24, RECORDS OF ORANGE COUNTY, WAS USED AS THE BASIS OF BEARINGS FOR THIS SURVEY. 10/B/01 NJG REV SHTS 1A, 31, 3C, 4, 5, 14, 16, 17, 19, 20, 21, 22, 25, .,5 9/20/01 RGS REVISE SHEETS 4 & 10 DATE BY DESCRIPTION RE'llSIONS APPROVAL RECOMMENDED: GENERAL SERVICES DIRECTOR DATE APP'D. PHASE 2 LOCATION MAP SCALE 1 "=200' BENCH MARK= 0.C.S. B.M. 1E-116-99 ON THE TOP NORTHWEST CORNER OF A 5.0 FT BY 5.0 FT CONCRETE CATCH BASIN. MONUMENT IS LOCATED ALONG THE WESTERLY SIDE OF PALM STREET, 110 FT. NORTHERLY OF BAY AVEN E AND 2 FT WEST OF THE CENTERLINE OF PALM STRE ADJ 1999 -ELEV 5. 183 NGVD29 APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: UTILITIES SERVICES MANAGER TRANSP. & DEV. SER'l1CES MANAGER R.C.E. NO, 25333 R.C.E. NO. 22045 S NIOR Cl'lll ENGINEER , R.C.E, NO. 43003 DATE DATE DA TE //-/--0, PHASE 3 LOCATION MAP SCALE 1 "=200' ' ' /'', /' t( -·~ J. • BASIS OF COORDINATES= COORDINATE VALUES OF NORTHING 1108.60, EASTING 1162.90 BEING THE COORDINATE OF A 2" BRASS DISK AT THE INTERSECTION OF THE CENTER LINE OF BAY AVENUE WITH THE CENTER LINE OF WASHINGTON STREET. C-33: APPROVED: SENIOR CML ENGINEER R.C.E. NO, 39308 BALBOA VILL~AGE/ IMPROVEMENT PLANS DATE DESIGNED 'PH DRA\\t-1 CN CITY OF NEWPORT BEACH rR-57 1--==---+:-:-=----1 'i CHECKED 'NJG DA,x JAN 2001 PUBLIC WORKS DEPARmENT SHEET 1 ' L.-_______________________________________________ _._ ____________________________ ......., __________ ....., ________ ....1..._..j....._....L...---...i-------L....--::::.::.L....~~~L....-------------- ,, I - sTR~i:;T CONSTRUCTION NOTES : 7 >< 2 >< 3 >-< 4 >-< ~ ffi 'a' >-< 9 >< (10 >< ( 11 12 ~ >< 14 15 >< 16 >< 17 >-< ~ ,-.. 19 ~ >-< ( 21 >< 122 1 >< I 23, >< (24 1 >< ( 251 >< I ® ® ~ ® @ ® ® @ @ ® @ @ @ ® CONSTRUCT PCC ALLEY PER CNB SlD-140-L, 141-L AND 142-L CONSTRUCT VARIABLE 1HICKNESS A.C. LEVELING COURSE. PROVIDE AND INSTALL FABRIC GLASSGRID 8502. CONSTRUCT 2-INCH THICK RUBBERIZED A.C. FINISH COURSE. CONSTRUCT 8-INCH THICK P.C.C. CONCRETE ROADWAY PER CNB SlD-108-L AND SlD-109-L 01/1:'.R 4• AB. CONSTRUCT PLUG FOR ABANDONED DRIVEWAY PER CNB STD-165-L CONSTRUCT TYPE "A" P.C.C. CURB AND GUTTER, s· MIN. TO a· MAX. CURB FACE PER CNB 510-182-L (CURB HEIGHT VARIES PER PROFILES). CONSTRUCT TYPE "B" P.C.C. CURB PER CNB STD-182-L CONSTRUCT DRIVEWAY APPROACH (MODIFIED) PER CNB SlD-160-L CONSTRUCT 4-INCH P.C.C. SIDEWALK PER CNB SlD-180-L CONSTRUCT P.C.C. ALLEY APPROACH PER CNB SlD-142-L, TYPE •c• (MODIFIED). CONSTRUCT STANDARD 8' \\1DE CROSS GUTTER PER CNB SlD-185-L CONSTRUCT 4' \\1DE CROSS GUTTER PER DETAIL ON SHEET 3. CONSTRUCT CURB RAMP PER APWA SlD PLAN 111-2, CASE D, TYPE 2. CONSTRUCT CURB RAMP PER APWA SlD PLAN 111-2 CASE A, TYPE 4. CONSTRUCT RADIUS CORNER CUT-OFF CURB RAMP PER DETAIL ON SHEET 3. APPLY SWRRY SEAL CONSTRUCT LOCAL DEPRESSION PER APWA 510. PLAN 313-1, CASE G AND DETAIL ON SHEET 3. CONSlRUCT 3• THICK AC PAVEMENT OVER 4' AB. CONSTRUCT 3• THICK AC PA\/1:'.MENT OVER a• AB. CONSlRUCT 8-INCH PCC PAVEMENT PER APWA SlD. PLAN 131-1. CONSTRUCT CURB RAMP PER DETAIL ON SHEET 3. CONSTRUCT LOCAL DEPRESSION PER CNB SlD-304-L AND DETAIL ON SHEET 3. CONSTRUCT PRIVATE DRAINS THROUGH CURB PER CNB SlD-184-L CONSTRUCT CURB RAMP PER APWA SlD PLAN 111-2 CASE A, TYPE 4 (MODIFIED). CONSlRUCT PARKING METER POST PER CNB SID'S 920-L/921-L/922-L INSTALL CONCRETE PARKING STOP B"x30" -5 1/2" HIGH PER BROOK PRODUCTS INC. CONSTRUCT 2" RUBBERIZED AC PAVEMENT 01/1:'.R 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 MODIFIED 12' CROSS GUTTER PER CNB STD-185-L. CONSTRUCT TYPE •c• P.C.C. CURB AND GUTTER PER CNB STD-183-L (MODIFIED) AND DETAIL ON SHEET 3. BLOCKOUT lREE WELL EXCAVATE BEACH SAND AS NECESSARY, INSTALL 6" PERFORATED PIPE, WRAP 1-1/4 lURNS W/FILTER FABRIC AND BACKFILL THE EXCAVATION W/ BEACH SAND. REMOVE PORTION OF EXIST. VAULT WALL AND INSTALL PERFORATED PIPES AND GROUT AROUND PIPES 111TH CLASS C MORTAR. CLEAN INSIDE "QUICKSET' VAULT BY REMOVING TOP 2 FEET OF GRAVEL AND DEBRIS AND FILL WITH 2 FEET CLEAN 3/4" GRA\/1:'.L TO EL 7.00 M.S.L EXTEND PERFORATED PIPES 18" INTO EXIST. "QUICKSEY" VAULT, WRAP WITH FILTER FABRIC AND SECURE WITH STAINLESS STER BAND. WRAP PERFORATED PIPE ENDS WITH FILTER FABRIC AND SECURE 111TH STAINLESS STEEL BAND. CONSTRUCT DRIVEWAY APPROACH (MODIFIED) PER CNB STD-161-L. INSTALL BOLLARD PER CNB STD-917-L CONSTRUCT 5• AC OVER 6" AB WllH ASPHALT TEXlURING. CONSTRUCT CURB RAMP PER APWA STD PLAN 111-2, CASE B, TYPE 1. ABBREVIATIONS @ AT EL ELEVATION <X PT ANGLE POINT E'LY EASTERLY AB ASPHALT BASE ENCL ENCLOSURE ABAND ABANDONDED EMH ELEClRICAL MANHOLE AC ASPHALT CONCRETE EPB ELEClRICAL 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 RELIEF VALVE EV ELECTRICAL VALVE FE FLANGED END DEMOLmON NOTES : 41 >-< 42 >-< ~ 44 >-< 45 I >-< 46 >-< 47 >-< COLD Mill 1" EXISTING STREET CONCRETE PAVEMENT. SAWCUT AND REMOVE EXISTING PCC CURB AND GUTTER. SAWCUT AND REMOVE EXISTING 8" THICK 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 PCC CROSS GUTTER. ~ l SAWCUT AND REMOVE EXISTING ACCESS RAMP. l~l SAWCUT AND REMOVE EXISTING AC PAVEMENT. l~l REMOVE EXISTING PLANTER WALL. 51 >-< 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. 153) REMOVE PULL BOX AND CONDUCTORS IN 1HE ABANDONED CONDUIT. E> (REMQVE~AN]) SALVAGE EXISTINl,i SlREET QGHT.) ffi ~) RELOCATE lRAFFIC SIGNAL POLE PER TRAFFIC SIGNAL PLAN. 56 RELOCATE STREET SIGN PER SIGNING AND STRIPING PLAN. >-< 57 CITY TO SALVAGE METER HEAD AND CONTRACTOR TO REMOVE POST AND FOOTING. ,.... 1 58 l SAWCUT AND REMOVE CURB DRAIN. >-< 1 59) REMOVE EXISTING TREE. >-< , 60 l COLD MILL 2• EXISTING AC PAVEMENT. -.:;, @ REM0\/1:'. EXISTING TRASH ENCLOSURE. @ REMOVE AND REPLACE EXISTING FENCE AND GUARD POSTS. STORM DRAIN CONSTRUCTION NOTES : 71 INSTALL 24" R.C.P. STORM DRAIN PIPE WITH BEDDING PER CITY STD. DWG. NO. 106-L. 72 INSTALL 18" R.C.P. STORM DRAIN PIPE WITH BEDDING PER CITY STD. DWG. NO. 106-L. >-< ~ CONSTRUCT J.S. NO. 1, PER CITY STD. DWG. NO. 310-L WITI-1 3 LOCKING DEVICES PER APWA STD. 312-1. 74 CONSTRUCT CONCRETE ANCHOR WITH 24" RCP COUPLING PER DETAIL "C" ON SHEET 37. ~ CONSTRUCT J.S. NO. 2, PER CITY STD. DWG. NO. 311-L. ~ CONSTRUCT M.H. NO. 4, PER CITY STD. DWG. NO. 308-L WITH 3 LOCKING DEVICES PER APWA STD. 312-1. J2 CONSTRUCT MODIFIED CURB OPENING CATCH BASIN W/ MANHOLE IN STREET (CASE A) PER CITY STD. DWG. NO.'S 300-L-A & 300-L-B. ' CONSTRUCT CATCH BASIN, CURB INLET TYPE OS, PER CITY STD. DWG. NO. 306-L. NOT USED. CONSTRUCT ZURN Z-541-HP 12" DIAMETER HEAVY DUTY DRAIN WITH HEEL PROOF GRATE, OR APPROVED EQUAL. @ CONSTRUCT CONCRETE PIPE COLLAR, PER CITY STD. DWG. NO. 313-l. @ CONSTRUCT CONCRETE ENCASEMENT PER C,S.D. OF ORANGE COUNTY STD. DWG. NO. S-020 TYPE I, L=1 O'. @ CONSTRUCT CONCRETE ENCASEMENT PER DETAIL "B" ON SHEET 37. @ SEAL WITH BRICK AND MORTAR PLUG. @ CONSTRUCT VAULT PER DETAILS ON SHEET 37A, INSTALL TIDE GATE VALVE (WATERMAN MODEL P-30ff OR APPROVED EQUAL) AND MOTORIZED ACCUATOR WITI-1 MOTOR. ' @ CONSTRUCT PIPE OUTLET TI-IROUGH EXISTING BULKHEAD PER DETAIL ON SHEET 37. ® CONSTRUCT CONNECTION ASSEMBLY, CASE 1, PER CNB STD-312-L. @ CONSTRUCT 6" PVC, SCHEDULE 40, STORM DRAIN PIPE WITH BEDDING PER CITY STD. DWG. NO. 106-L. @ CONSTRUCT 12" PVC, SCHEDULE 80, STORM DRAIN PIPE WITH BEDDING PER CITY STD. DWG. NO. 106-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 MlR METER TRANS TRANSITION N'LY NOR1HERLY TS lRAFFIC SIGNAL NO NUMBER TSPB TRAFFIC SIGNAL POLE BOX NTS NOT TO SCALE TYP TYPICAL DC ON CENTER SEWER AND WATER CONSTRUCTION N01 1ES: REMOVE EXISTING SEWER PIPE AND INSTALL 8" PVC GRAVITY SEWER PIPE (SDR-35). TRENCH RESURFACING, BACKFILL AND BEDDING PER DETAIL "N" ON SHEET 36 AND GEOTECHNICAL REPORT. SUBSTITUTE 3/8" 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 SID-503-L FOR LANDSCAPE !RI ATION. REFER TO LANDSCAPE PLANS FOR CONTINUATION. CONNECT TO EXISTING WATER SERVICE. INSTALL 4" CLASS 150 (MJ X FE) RESILIENT WEDGE GATE VALVE WITH VALVE BOX AND RISER. REMOVE EXISTING 6" CIP INCLUDING FITTNGS, 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. BACKFI L AND BEDDING PER DETAIL "N" ON SHEET 42. (@) INSTALL NEW 16" PVC C-905 CLASS 150 WITH TRACING WIRE. BACKFII L 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. BACKFI L 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. BACKFILr AND BEDDING PER DETAIL "N" ON SHEET 42. ,I INSTALL NEW 4" PVC C-900 CLASS 150 WITH TRACING WIRE. BACKFIL. 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 VALVE (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" CIP WATER LINE. INSTALL 6" TRANSITION COUPLING (PVC X CIP). ODOR CONTROL NOTES : INSTALL 4• STAINLESS STEEL PERFORATED PIPE. INSTALL 4" TRANSITION COUPLING (PVC X CIP). INSTALL 6" X 6" X 4" DI TEE. CONSTRUCT THRUST BLOCK PER CITY SID-510-l. REMOVE 3-FT SECTION OF EXIST. 12" CIP PIPE. INSTALL 16" 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 16" 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 IS IN SERVICE. INSTALL 16" (FE 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). 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 FE) BUTTERFLY VALVE WITI-1 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. INSTALL 6" CLASS 150 (FE X FE) RESILIENT WEDGE GATE 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 EXISTING 6" WATER MAIN TO THE EXISTING WATER METER. WATER METER SHALL BE REMOVED BY CITY FORCES. INSTALL 1" WATER SERVICE PER CITY SID-502-l. INSTALL 2" WATER SERVICE PER CITY STD-503-L. CONNECT 4" WATER SERVICE TO NEW MAIN. DETECTOR CHECK AND METER ARE INSIDE TI-IE EXISTING VAULT; PROTECT IN PLACE. INSTALL 6", 45' (MJ X MJ) DI BEND. INSTALL 12" (MJ X FE) DI ADAPTER. INSTALL 12" X 6" (FE X FE) DI REDUCER. INSTALL 12" X 12" FE X 12" FE DI TEE. 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 6" DOUBLE CHECK DETECTOR BACKFLOW PREVENTION ASSEMBLY PER CITY STD-517-L. INSTALL 2" REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLY PER CITY STD-520-l. INSTALL 2 WAY, 4" FIRE DEPARTMENT CONNECTION. LITHOCRETE NOTES: (SEE PAVING SCHEDULE IN SPECIFICATIONS) NO. SLAB t.mlOCRETE LITHOCRETE THICKNESS AGOflEGAlE STAIN RNISH 1 4• ROSSO NERO UNSTAINED 2 4• ROSSO NERO DARK WALNUT 3 4• NONE YELLOW 4 4• NONE BLUE 5 4• NONE BLUE AND YELLOW 6 4• ROSSO NERO UNSTAINED 7 4• ROSSO NERO ATTN ATTENTION BC BEGIN CURVE FDC FIRE DEPARTMENT CONNECTION OD PAV'T VAR OUTSIDE DIAMETER vc VARIES VERTICAL CURVE INSTALL PERMALON PLY X-210 GAS MIGRATION BARRIER (OR APPROVED EQUAL. INSTALL CONTECH C-BONW NONWOVEN GEOTEXTILE FABRIC (OR APPROVED EQU L). CONSTRUCT 1' 1HICK CRUSHED AGGREGATE BASE. UNSTAINED BCR BEGIN CURB RElURN FG FINISHED GRADE BKFLW BACKFLOW FH FIRE HYDRANT PB BLDG BUILDING FL FLOW LINE PBOX BW BACK OF WALK FPS FEET PER SECOND PIV C&G CURB AND GUTTER FS FINISHED SURFACE PCC CAB CRUSHED AGGREGATE BASE FT FEET PMRK CATV CABLE TV GB GRADE BREAK POC CB CATCH BASIN GM GAS METER pp CF CURB FACE GP GUARD POST PRC CFS CUBIC FEET PER SECOND GUTR GUTTER PRK CIP CAST IRON PIPE GUY GUY WIRE PROP CL CENTER LINE GV GATE VALVE PVC C NAIL CONCRETE NAIL HC HANDICAP PVI CNB CITY OF NEWPORT BEACH HGL HYDRAULIC GRADE LINE RCP CNTLR CONTROLJ.ER HORIZ HORIZONTAL RET co CLEANOUT HP HIGH POINT RPM CONC CONCRETE ID INSIDE DIAMETER RT CONST CONSlRUCTION INC INCORPORATED R/W CSD COUNTY SANITATION DISTRICT INT INTERSECTION s cu CUBIC INV INVERT SAN DI DUCTILE IRON IP&T IRON PIPE AND TAG SD DWG DRA\\1NG IRR IRRIGATION SOR DWY DRIVEWAY JS JUNCTION STRUCTURE SDMH OYA DIAZ YOURMAN & ASSOCIATES LAT LATERAL SLPB EC END CURVE LF LINEAR FEET S'LY ECR END CURB RElURN L&T LEAD AND TACK SMH EG EDGE OF GUTTER LT LEFT STA MAX MAXIMUM SlD PAVEMENT PULL BOX PULL BOX POST INDICATOR VALVE PORTLAND CEMENT CONCRETE PAINT MARK POINT OF CONNECTION POWER POLE POINT OF REVERSE CURVE PARKING PROPOSED POLYVINYL CHLORIDE POINT OF 1/1:'.RTICAL INTERSECTION REINFORCED CONCRETE PIPE RETAINING RAISED PAVEMENT MARKER RIGHT RIGHT OF WAY SLOPE SANITARY STORM DRAIN STORM DRAIN STORM DRAIN MANHOLE STREET LIGHT POLE BOX SOUTHERLY SEWER MANHOLE STATION STANDARD VCP VITRIFIED CLAY PIPE VERT VERTICAL ~y l'llTH WESTERLY WM WATER METER WV WATER VALVE WWF WELDED WIRE FABRIC X-ING CROSSING 4" NATIVE MATERIAL DISPOSITION NOTES : !1 PROTECT IN PLACE REMOVE AND SALVAGE REMOVE AND DISPOSE [±] RELOCATE BY 01HERS [}J REMOVE AND REPLACE l}J REMOVE AND RELOCATE 8 4• 9 a· 10 a· 11 a· ~ 8" 4• e a· 15 4• 16 NOT USED 17 4• ® 4• ·~9 4• 20 8" NONE ROSSO NERO RED #1 AGGREGATE ROSSO NERO ROSSO NERO BLUE f TRANSLUCEN GLASS BLUE f TRANSLUCEN GLASS STANDARD PCC AQUA 111 TRANSLUCEN1 GLASS FN GREEN ff3 TRANSLUCENT GLASS MOTHER OF PEARL MOTHER OF PEARL BLACK UNSTAINED UNSTAINED UNSTAINED DARK WALNUT UNSTAINED UNSTAINED -------- UNSTAINED UNSTAINED UNSTAINED UNSTAINED r < r: ~ • ' 0 " J } " ' ' ;> : " " ' -? • ~ • E " e r-====-=::----------------r---:::-:-:::::-::-::--::-::::-:-:=-=-:=::--::::-:--=-::-:---,--------~=::-::'.±::::-:::----------,----------.----------------------..I;,, g PREPARED BY: CITY OF NEWPORT BEACH REVlf IONS PROFILE SCALES ~ 3187 Red Hill 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 CONCEPT AND ADHERENCE TO THE CITY STANDARDS AND REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. APPRO~ /1--cJ-o I DATE BALBOA VILLAGE ~ ~ IMPROVEMENTS PLANS ~ 0 CONSTRUCTION NOTES ! NO. DATE BY APPROVED HORIZONTAL NTS PLAN SCALE HORIZONTAL : 1"=10' rT--,1 ----1 --------i-----i,;:;;:;::~~;;vE~R~T~:~N~Ts~-:---+-----------------_J~ t---t----t--t-----+------+----l DESIGNED BY: DRAWN BY: CITY OF NEWPORT BEACH R-5763-S ~ 1 A--,s2:-i.1no/tc1a~/10"'11 N.;-J;;;-G"t-;;-RE;::;-V~C;;;:N;--5~4~,::;R;t.M,-,;::/S7,AL7,V-;:S::;T'L;;;IGH;-;;T;;----+-,n141'1f----l CHECKED BY: DATE : PUBLIC WORKS DEPARTMENT SHEET 1A OF 96 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 SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION," 2000 EDITION, (AND SUPPLEMENTS 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 ABTECH INDUSTRIES ULTRA-URBAN FILTER SERIES C02000 FOR CURB OPENING STORM DRAINS. TELEPHONE (BOO) 974-4495. 3. IT SHALL BE CONTRACTOR'S RESPONSIBILITY TO ARRANGE FOR AND COORDINATE THE RELOCATION OF ANY EXISTING UTILITIES DEEMED NECESSARY BY THE PROPOSED IMPROVIEMENT. 4. WHENEVIER IT BECOMES NECESSARY TO TUNNEL UNDER EXISTING IMPROVEMENTS, THE CONTRACTOR SHALL SUPPORT THOSE IMPROVIEMENTS IN A MANNER APPROVIED 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 VIERIFY THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES (BY POTHOLING OR OTHER MEANS), CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (U.S.A.) (800) 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. STREET CONSTRUCTION AND IMPROVIEMENTS SHALL NOT BE OPENED FOR PUBLIC USE UNTIL ACCEPTED BY THE CITY. 8. PURSUANT TO SECTION 8771 OF THE BUSINESS AND PROFESSIONS CODE, EXISTING SURVIEY MONUMENTS SHALL BE NOTED AND DOCUMENTED BEFORE CONSTRUCTION. IF MONUMENTS. ARE DISTURBED DURING CONSTRUCTION, THE CONTRACTOR 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 WATER SERVICES ON THE CUSTOMER SIDE AND ADJUST TO FINISH GRADE. 11. CONTRACTOR SHALL INSTALL NEW CITY MANHOLE COVIERS, VALVE BOXES AND METERS BOXES IN ALL AREAS OF THE WORK. 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. "' , " "' ;:: w w :,: V, C, "' :, ~ " g ? " • :B -0 ~ "' § 0 1, 0 u 0 C "-/ 0 0 8 C-3333 ~ ~--------------------,--------------------,,---------=-:=-::-=i-=:--:=----------,-----;:;;;;:;;;,-;;:-;;;;::;,-~--,-------------------1~ CITY OF NEWPORT BEACH REVIS ONS PROFILE SCALES BALBOA VILLAGE ~ PREPARED BY • 1---------------------iNO. DATE BY APPROVED HORIZONTAL NTS a THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR i.;.:.::.:..i-=.:.:.:..::=-1--::....:....1-----+------+----1 IMPROVEMENTS PLANS : CONCEPT AND ADHERENCE TO THE CITY STANDARDS AND PLAN SCALE OTE REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR HORIZONTAL : 1"=10' GENERAL N s i?. DESIGN ASSUMPTIONS AND AC~URACY. i---+.--+---ll------+--------jr-----i-,,.=:-:-:::=-=c-,VE::.R:,:..T=::::-,N:7:TS~::-;----lf--------------,-;:~;:::;:=;~::-l~a 3187 Red Hill Avenue ~ , ~ I Suite 250 \ ) \ J..., DESIGNED BY: DRAWN BY: CITY OF NEWPORT BEACH A-5763-S ~· (;1'1)7~~=~3~~ ~ 2 ::t114)545-8883 APPROVED ~ ~ A' ~-0YOJ ~==~====~~==:==========~=============;======~ CHECKED BY: DATE : PUBLIC WORKS DEPARTMENT t-S-H-EET_1_8_oF_9_6-ti L __________________________________________________ j_ ____________________ L _____ :Pu~s'.:u~c_:w~o:R~Ks:.!o:'.EP:.'.T:... _____ :;:DA~JE::_ _ _L_L ___ L..l-----+------...l.----L---....I----....L--------------'---..;;;;----'"- R/W 70'-72' R/W NORlH 1---------------'---"--'--'=------------------i SOUlH It. 5' -13' 10 35'-37' 35' CROWN GRADE BREAK ELEV PER PLAN 5.5'-10' 10' LINE 12'-15' --- FINISHED SURFACE ------ EXISTING PAVEMENT BALBOA BLVD. STA 9+32.n TO STA 13+28 STA. 13+92 TO STA. 15+01 STA 15+65 TO STA 16+21.42 STA 16+85.42 TO STA.17+10.73 STA. 17+68.83 TO 18+20.22 10'-13' ~ W R~ NORlH 1-------------'--"--------------i SOUlH 6' 0'-7' 10 35' 35' CROWN 10' 10' LINE VAR. FLOWLINE FINISHED SURFACE GRADE BREAK ELEV PER PLAN VAR. - BALBOA BLVD. STA. 16+21.42 TO STA. 16+85.42 13' R~ R/W 70'-72' NORlH i------------___:_::--'--=-------------j SOUlH it: VAR. 35'-37' GRADE BREAK ELEV PER PLAN 5.5'-10' FINISHED SURFACE 35' CROWN 10' LINE VAR. 01-7' 8 t--;~=.:::--~ VAR. VAR r' f--4L--lli:::::;;;;:;~&-::::::=t===r*;;:;;:;;::g::;~;;:;;::-::-~· 9".!..:::J~~ EXISTING PAVEMENT BALBOA BLVD. STA. 13+28 TO ST A 13+92 ST A 15+01 TO STA. 15+65 6' ~ W R~ NORlH ,__ ____________ .:...::_ ____________ -! SOUlH 6' I 2.0% - 35' 19' GRADE BREAK ELEV PER PLAN 7 6" -8" C.F. 28 ¢: 35' CROWN 1 o· 1 o' LINE VAR. FINISHED SURFACE VAR. VAR. --=--------- EXISTING PAVEMENT BALBOA BLVD. STA 18+20.22 TO STA. 19+55.38 CONSTRUCTION NOTES: CD CONSTRUCT PCC ALLEY PER CNB SlD-140-L, 141-L AND 142-L 2 CONSTRUCT VARIABLE 1HICKNESS A.C. LEVELING COURSE. 3 PROVIDE AND INSTALL PAVEMENT REINFORCING FABRIC. (j) ® @ @ @ @ @ ® CONSTRUCT 2-INCH 1HICK RUBBERIZED A.C. FINISH COURSE. CONSTRUCT 8-INCH THICK P .C.C. CONCRETE ROADWAY PER CNB SlD-108-L AND STD-109-L OVER 4• AB. CONSTRUCT TYPE "A" P.C.C. CURB AND GUTTER, 8-INCH MAXIMUM CURB FACE PER CNB SlD-182-L (CURB HEIGHT VARIES PER PROFILES). CONSTRUCT TYPE "B" P.C.C. CURB PER CNB SlD-182-L CONSTRUCT 4-INCH P.C.C. SIDEWALK PER CNB SlD-180-L CONSTRUCT 4' l'i1DE CROSS GUTTER PER DETAIL ON SHEET 3. CONSTRUCT 3• 1HICK AC PAVEMENT. 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 CNB SlD-183-L (MODIFIED) AND DETAIL ON SHEET 3. VAR. R/W R/W 40' NORlH 1---------__.:..:: ______ ----i SOUlH 20' 20' BW'-----==------t----..cc..c..----1 I 7.25' 12. 75' 15' 5' 2' R/W NORlH 2.0% - 10 FINISHED I SURFACE VAR. - 29 VAR. ----7--- EXISTING PAVEMENT EAST BAY A VE. STA. 2+98.33 TO STA. 3+60.31 40' R/W SOUlH 20' 20' BW'-----"':'..__------f..----=-----1 1.50' I 7.25' 12.75' 15' 5' 30' I 7 6"-8" C. 2.0% FINISHED I SURFACE 19 PARKING -VAR. VAR. -- 10 ---7--- EXISTING PAVEMENT EAST BAY A VE. ST A.3+91.31 TO ST A. 4+83.11 R/W R/W 40' NORlHl-------_:_:: ______ ----i SOUTH It. 6.25' 10 20' 13. 75' OR VAR. FINISHED SURFACE 7 6"-8" C.F.I VAR. - 20' 15' 29 VAR. - EXI NG PAVEMENT EAST BAY A VE. STA. 5+15.10 TO STA 5+62.10 STA. 5+91.48 TO STA. 6+02.48 STA.6+30.15 TO STA. 7.22.01 5' 10 R/W R/W 30' WEST l-------=:...._------1 EAST <I; 5' 15' CROWN LINE 2.5' 6"C.F. 15' 10' WASHINGTON STREET STA 7+65.00 TO STA. 10+00 FJ EXIST. CURB R/W R/W 30' WEST --------=--=------, EAST It. 15' 15' 5' 15' 10' 7 O -6"C.F. ~I EXISTING PAVEMENT WASHINGTON STREET ST A. 10+00 TO ST A. 10+65.00 R/W 30, R/W WEST --------=--=-------1 EAST 15' 5' VAR. - (/; 13_9'± BLDG. 8' FINISHED SURFACE I VAR-- 5.9'± WASHINGTON STREET ST A 10+65.00 TO ST A 11+56.01 BLDG. BLDG. 29.0'± WEST I-----=,,,:.:.::...::::..__ ___ __, EAST 14.0'± "' 15.0'± % 6.0'± 8' FINISHED SURFACE V I .$.. FLOW 5,LINE 5' 5.0'± VAR. - WASHINGTON STREET STA. 12+12.41 TO STA. 12+86.98 R/W R/W 50' WEST i--------+--",,_:;c_ ________ -j 25' "' 25' EAST R/W WEST 17' 6" -8" C.F. 7 2.0% -------- o' FLOW 12' LINE 4' CROWN Ll~E 10' FINISHED SURFACE 13 VAR. EXISTING PAVEMENT M, IN STREET STA. 10+52.55 TO STA. 11+07.49 50' 25' It. 25' 17' 12' CROWN 10' !LINE 10' 2.0% EXISTING PAVEMENT MAN STREET ST A. 11+0' .49 TO ST A 11+85 R/W R/W 9' 13' VAR. WEST EAST It. VAR. 15' 3' VAR. 10' 5' 611-"C.F1 s"-8"C.F. Fl HED 7 I s AGEi 5 ~I ~ 10 EXISTING PAVEMENT STREET R/W EAST R/W 50' WEST--------~..:::.=. ________ _ R/W EAST 25' 12' <t; VAR. FLOW LINE 25' VAR. FINISHED SURFACE 'jJjj3_,. 12' -\r 10 \_ EXISTING PAVEMENT STREET TO ST A. 9+59.71 R/W WEST R/W WEST R~ WEST 8' 47' It. 23.5' 15.5' 23.5' 15.5' 8' R/W EAST FINISHED SURFACE EXISTING PAVEMENT PALM STREET STA. 7+65.00 TO STA. 10+00.00 50' 25' 25' --- R/W EAST FINISHED SURFACE EXISTING PAVEMENT PALM STREET STA. 10+00.00 TO STA. 12+72.44 26.5' 17' 7 C.F. VARIES VAR. - 51.5' 25' 17' C.F. VARIES 7 VAR. - 8' R/W EAST FINISHED SURFACE EXISTING PAVEMENT PALM STREET STA.12+72.44 TO STA 13+70.00 R/W ft. NORlH 10' FLOW LINE R~ SOUlH 5• I 5• I FINISHED !SURFACE 11iGfESS/O ~fl-!.IES z ~ ? ;:-, EXISTING PAVEMENT ~ ~~ ALLEY 256-U ST A. 5+28.98 TO ST A 7+44.S0 12-31-0 * CJV\\.. or c~ r V i I D • J 5 V 0 0 ;> • • ;: 0 ? • t 0 D .----------------------r-------------'=-----,--------==-=t=:=--------,---,:;;;;;;;;-;;--;;;::;:;-;::;;----,-----------------,1 CITY OF NEWPORT BEACH REVIS,ONS PROFILE SCALES i PREPARED BY : 3187 Red Hill Avenue Suite 250 Costa Mesa, CA 92526 (714)751-7373 Fox(714)545-888J U'1] l---------------------1 NO. DATE BY I APPROVED HORIZONTAL NTS ' TYPICAL SECTIONS : 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~ PUBLIC WORKS DEPT. PLAN SCALE HORIZONTAL : 1"=10' ,, ,, VERT : NTS Z ~=1===~==t=======t==========~====~i-,D=Es=iG=NE=-D-:::BY;:.: :.;...,D~RA~W;:;..N -:::-BY;-: -+-C-I-TY_O_F_N_E_W_P_O_R_T_B_E_A_C_H-,--;R:;--_-;:57=-53=---;:s:;-i~ 1---1------1---1-------l-------+----CHECKED BY: DATE : PUBLIC WORKS DEPAR1MENT SHEET 2 OF 96 SIDEWALK IN ACCORDANCE ~ WITH CNB STD-180-L I~ / CONTROL JOINTS AT BCR/ECR 1-+----+---r+------+ CURB FACE NO LIP AT GUTTER SIDEWALK ACCESS RAMP IN ACCORDANCE WITH TITLE 24 AND ADA I I I * FOR RAMP SPECIFICATIONS AND GENERAL NOTES SEE (APWA STD PLAN NO. 111-2, SHT. 10 OF 10) I/ SIDEWALK IN ACCORDANCE WITH CNB STD-180-L u.. u (D °' 0 u.. ' N RADIUS CORNER N~~T -OFF CURB RAMP CD <J 6" 24" 12" FOR PIER PARKING LOT 1/4" PER FT. <J~'-===;=l=--.;c-.L I /.1 Li 1" 8" PCC CROSS GUTTER (AC PAVEMENT FOR PIER PARKING LOT) 0.67' I I 2" CEMENT MORTAR CAP /-- = -·- 2-#4 CONT. AT ---1'.r 1 ,,...--8"x6"x16" CONC. BLOCK, SLUMP STONE, GRADE N, TOP BOND E EAM ~ / SACK FINISH, PAINT INTERIOR AND EXTERIOR - #4 @ 32" 0 C. ----l'ic14'1 2 COATS FRAZEE 7770W (FROSTY TOFFEE) CENTERED I MASONRY u IT • l 1-#4 BOND BEAM---{lsi4fl-t-t-CONCRETE BLOCK 48 O.C. Mlf VERT. . <D, WALL (TYP.) (D I <D 0.67' I I CONCRETE BLOCK WALL 4' WIDE ~~?ss GUTTER Ci) NO LIP AT GUTTER I SIDEWALK ACCESS RAMP IN ACCORDANCE WITH TITLE 24 AND ADA MODIFIED P.C.C. C~~~ AND GUTTER et) - --~ -----'-- - -~ LEGEND= in <D -- -I--- 8.33% MAX. TRASH ENCLOSURE DETAIL® NOT TO SCALE 3 @-----coNST. NOTE NUMBER 'CF--DETAIL ON SHEET NO. 1. CONSTRUCT BLOCK WALL AND CONCRETE FOOTING PER CITY OF NEWPORT BEACH BUILDING DEPARTMENT STANDARDS. ST N "' " + ST ST N "' " + ST oci oz rs: m "u + ST _J '-.._ u ST " o:i " + ST ST " ci ro + ST 4.81TC 4.84TC 4.03FL\ /4.04FL 4 79TC /] [\ 4.86TC 4.20FL ~ 1 -2-, ~ 1 ----3-.-5-, --- 1 1--2-, ~ 1 4.21FL CB i1 -EAST BAY AVE. 5' ~ NO SCALE \ PT"S" 6.40 3.5' I 5' I PT"P"1 -----:::,, 6.40 ~ 6.67TC 6.66TC; 6.67TC 6.68TC 6.11 FL 5. 93FL 5. 93FL 6.12FL 1-------~ '° N "' '° + 0 5' '° N (j) '° + 0 " 00 Oz <Dill +u 0 _J -'-.._ 0 '° " N <D + 0 CBi7-BALBOA BLVD. NO SCALE 3.5' ' 5' I PT"S" PT"P"1 '-------------6.57 6.54 / '° " rs: <D + 0 - 7.18TC1 7.10TC \7.04TC 6.95TC 6.53FL 6.28FL 6.36FL 6.44FL ~------~ 0 0 "' '° + m 0 0 (j) '° + Q) "' 0 "z ci <D m +U (j) _J ' 0 0 '° N <.O + 0) CB ,ff,13-WASHINGTON ST. NO SCALE 0 '° " <.O + 0) * FOR RAMP SPECIFICATIONS AND GENERAL NOTES SEE (APWA STD PLAN NO. 111 -2, SHT. 1 0 OF 10) CURB RA~:DETAIL® ro " '° N + '° '° ro <D N + '° N NO "z rs: m Nu + '°< u 0 <D o:i N + '° ST 0) 0) N + '° 4.72TC 4.68TC ~------~j3.91FL 3.92FL\ & 4.67TC/] lA 410FL 4.74TC • I 2' I 3.5' I 1.3' 4.07FL '° " "' + I I I CB i2 -EAST BAY AVE. 6.02TC 5.23FL\ NO SCALE ro 0 c:i "1Z " rn + 0 -_J ' 0 '° N (j) "' N -N + 6.00TC !3.23FL 5.99TC 6.02TCJI 5.40FL ~1-2-, ~1 ____ 3 ___ 5_' ---1--~ I 2' I 5.40FL '° N <D ST + "' CB i8 -BALBOA BLVD. ID N o:i ST + ID 6.25TC 5.43FL' NO SCALE 0 0 Oz 0 '° m +u "'_J -" u '° " -ID + '° '° " tc) '° + '° 6.25TC /:l.42FL 6.25TC 6.25TC/I 5.61FL 11--2-, ~1----3-_-5,---~-~ I 2' I 5.60FL CB i14 -BALBOA BLVD. NO SCALE '° N <D ST + 0 - <{) N ro ST + 0 "' 0 0 Oz 5'lm +U 0 _J -, u '° " '° + 0 '° " tr) '° + 0 5.96TC 5.94TC 5.17FL\ !3.23FL 5.97TC/] l\5.93TC 5.35FL ~1-2-, ~1----3-.5---~l -2-, ~I 5.47FL CB i3 -WASHINGTON ST. NO SCALE 5' 3.5' I 5' I \ PT"S" PT"P" 1 -----:::,, ~ 6.36 6.36 ~ 6.63TCi 6.60TU '6.60TC 6.64TC 6.13FL 5.93FL 5.93FL 6.14FL 1-------~ "' " -" + CJ) 0 0 "'z n co '+ u -_J -, 0 '° N "' " + - CB i9-BALBOA BLVD. NO SCALE 5' 3.5' 5' i__.---rl\,cp>'i'T'""'s:'°" -PP TT""~p•"J1• 1 I ~ I r----------._ 6. 31 6. 3 2 ,,....,,...- '° N ci ro + 6.75TC, 6.74TC; \6 73TC 6.74TC 6.09FL 5.90FL 5.90FL 6.08FL ~------~ "' N -ro + '° '° N <D ro + "' "' Oo oz ro ro m +u ,n -_J '-.._ u "' " 0) ro + ,n - CB 115-BALBOA BLVD. NO SCALE "' " "' (j) + ,n - I 2' I 3.5' I 2' I 6.25TC,I ~ ~ i)l_8.106FTLC 5 58FL\J _ V" 6.23T_ .19TC 5.47FL 5.57FL 1-------~ N ro a:i ST + 0 m N CD -cf-+ 0) N ro 0 ,n + 0 - ID '° ST No '° z + om -0 N "' "' '° + 0 CB i4 -WASHINGTON ST. (j) N a:i ST + (j) NO SCALE 0 STO oz Om '° u + (j) _J '-.._ 0 m " -lil + 0) N "' <D '° + 0 m " n '° + (j) 7.08TC 7.03TC 6.41FL' l/5.36FL 7 1 OTC /I I\ 7.00TC 6.60FL ~I ,-2-' ~1 ____ 3 ___ 5_' --~l~-2-' ~16.SOFL ,n " '° " n ST + tr) CB i10 -PALM ST. NO SCALE <D oo "'z <{) ST m +u "' _J -, u ,n N rs: ST + "' lil N + 0) ST + n 5.09)~ ~5.09jTC 4.34) _4.34 F 5.09TC ~~--~------~-~~ 5.16TC 4.43FL I 2' I 3.5' I 2' I 4.50FL CB i16 -PALM ST. NO SCALE LOCAL DEPRESSION DETAILS ro " "' '° + 01 ro " " '° + (j) 6.83TC 6.03FL' '° NO STZ mm '° u + (j) _J '-.._ u ro N <D + 0) ro N n <D + m 6.BOTC 1 6.03F 6.85TC/I 6. 79TC 6.21FL ~ 1 - 2 -, ~ 1 ----3-.- 5 -, --~ 1 -- 2 -, ~ 1 6.21FL 7.07TC 6.40FL ST "' "' + (j) CB i5 -ADAMS ST. NO SCALE I 2' I 3.5' 2' H 7.03TG' 1\n.95TC 6.19FL 6.11FL 1-------~ ST "' n '° + CJ) 0) - 0 - "' 0 "' z + rn m 0 < 0 ST ro <D "' + CJ) CB ,ff,11 -PALM ST. NO SCALE I 2' I 3.5' tj-ro a:i "' + (j) 6. 1TC .24FL 5.13TC 5 ?,QTC ,I ~ ~ I, ~ , 2' I 4.48FL\j _ V4.514FL "' " CJ) tr) + tr) 5.13)T .13)TI 4.35)FL 4.37)F lil " 1-------~ 0 " "' -ri ci ST z + nm -u _J ' u '° N '° ST + "' CB i17 -PALM ST. NO SCALE '° N " ST + tr) 2' 3.5' 2' I I ,,--Ef GE OF Gf TTER 7.03TC ~-~-----~/ _ __,, l(_YP~'J_~ 6.98TC 6. 48FL 6.45FL CD " CD '° + 0) -0 " "' + 0) 7.02T('/ 6.32FL <D " o:i "' + 0) '° <.O 0 0 <D z + m m u < u <D N N <.O + 01 'B.99TC 6.29FL "' N "' CD + 01 CB i6 -ADAMS ST. 0 01 '° + m 6.81TC 5.35FL' NO SCALE N <Dci "z Om '°o + 0) ..J 0' -'° N <D + m -'° "' <D + 0, " N " N rs: 0) " " 0 . " " N 6.87TC / I\ 6. 63TC , 6.08FL ~1-2-, ~l~---3-_-5-' --~l~-2-, ~I 5.95FL '° N + CJ) N + (j) "' + (j) n + CJ) CB i12 -WASHINGTON ST. NO SCALE I 2' I 3.5' I 2' I > 6.03TC 5.32FL' 6.07TC 15.29FL 6.08TC/j 6.07TC 5.50FL 1 1-- 2 -, ~ 1 ---- 3 -.- 5 .---~ 1 -- 2 -, ~ 1 5.44FL ~39~ 445TC ,I ~ k 1".9.5FL CB #19 -BALBOA BLVD. 3.39FL\J _ V"' ro CJ) Q) + N 4.40T_ .43TC 3. 73FL 3. 76FL ~------~ ro ,=- m °' -• Q) -+ ST N N -~ ~ ro >-m _J -(j) (j) + 0 N --~ CB i18 -WASHINGTON ST. NO SCALE ro 0, -,:::-(j) _J + N <') -~ NO SCALE 0 z " ~ C w / 0 -0 0 u ~ ? 0 i-------------------------------------------------------------------------------------------------------------------+-----------------------------------------------lcs 0 ,o 0 " w r----------------------~----------------------~-------------+-------------~---------~-----------------------1~ PREPARED BY : CITY OF NEWPORT BEACH f------------------------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 REVISIONS PROFILE SCALES APPROVED HORIZONTAL NTS / ~ ~ PLAN SCALE MISCELLANEOUS DETAILS ~ JIB7 Red Hill Avenue HORIZONTAL : 1"=10' -'2. VERT: NTS ~ DESIGN ASSUMPTIONS AND ACCURACY. Suite 250 " DESIGNED BY: DRAWN BY: R-5763-S 0 f;t:;7~:~;Ji; 9/;;[714)545-888] APPROVED f-£~,-+1-/_3_0/_0_2+-NJ-G-+A-DD-D-DW_E_L_&_LI_TH-OC-R-ET+--CA-LL-OU-T-----+-----, CITY OF NEWPORT BEACH f-------f]; ,._ _______________________________________________________ _, ______________________ ...1.. ______ Pu_B_L_1c_w_o_RK_s_o_EP_T_. ______ o_AT_E ___ >-._~/;;;_&:::1:/1;s:1;02::N;J;G::AD;D:L;oc;A:L;DE:PR=E;ss;1o=N=========================: .. c_H_E_c_K_rn_B_Y_: ..... □-A-TE_: __ -1. __ P_U_B_L_1_c_w_o_R_K_S_D_E_P_A_R_T_M_E_N_T __ ...1,._s_HE_E_T_3,:__o_F....:.9_6:...J£ 2' 2' A.C. PAVEMENT 8" PCC OR AC PAVMT ' [Il "' 4' WIDE ~~.?.ss GUTTER (Y) "' "' N N .,; iii ,.._ ,.._ + + "' "' 4.81TC 4.03FD 4.79TC/] 4.20F LEGEND: @--coNST. NOTE NUMBER 'C.]3---DETAIL ON SHEET NO. 0 d "' "' 0 z ,.._ ,.._ ,--: [D IXi d ,.._ (.) ,.._ [Il + + + "' .J "' "' d 4.84TC ~.04FL I\ 4.86TC 3.5' 1 4.21FL CB 01-EAST BAY AVE. NO SCALE 5' 3 5' . ' 5' I .....____ \ PT"S" PT"P"1 _? 6.40 6.40 6.67TI", 6.66TC, \6.67TC 6.68TC 6.11 FL 5.93FL 5.93FL 6.12FL ,.._ II) IO 0 d IO IO N N 0 z ,.._ ,.._ ..f a, -r-i ,--: IO II) tO CD tO tO + + + (.) + + 0 0 0 0 0 ---< --(.) CB:tJ:7-BALBOA BLVD. NO SCALE 5' 3 5' I 5' I ""-.......... \ PT"S" PT"P" _..? 6.67 6.64 7.18TC, 7.10TC '7.04TC 6.95TC 6.53FL 6.28FL 6.36FL 6.44FL "' SIDEWALK IN ACCORDANCE '\ WITH CNB STD-180-L I~ ------7 CONTROL JOINTS AT BCR/ECR H----+-----r,1-------+ CURB FACE NO LIP AT GUTTER SIDEWALK ACCESS RAMP IN ACCORDANCE WITH TITLE 24 AND ADA I I I • FOR RAMP SPECIFICATIONS AND GENERAL NOTES SEE (APWA STD PLAN NO. 111-2, SHT. 10 OF 1 OJ I/ SIDEWALK IN ACCORDANCE WITH CNB STD-180-L LL (.) RADIUS CORNER N~~T-OFF CURB RAMP ® NO LIP AT GUTTER-..___ 6" 24" 1" t--~--+--1""2•""'• ""FO~Rc,-,,P-,IE""R--t--1--' PARKING LOT 1 4" PER FT. <1 -r---~===,::::::......;.-L <1 4 L1 · L.l a• PCC CROSS GUTTER (AC PAVEMENT FOR PIER PARKING LOT) 2-#4 CONT AT ---tn TOP BOND EAM H.4@ 32" tj.,c.--~ CENTERED ha • MASONRY U~IT 14.16' 2" CEMENT MORTAR CAP 8"x6"x16" CONC. BLOCK, SLUMP STONE, GRADE N, SACK FINISH, PAINT INTERIOR AND EXTERIOR -2 COATS FRAZEE 7770W (FROSTY TOFFEE) 1-fl4 BOND I.BEAM--1,1.J.l;f-+-t-CONCRETE BLOCK 48 O.C. MIN VERT. ,_ WALL (TYP.) #4 @ 32" o.c. 1-#4 doNT. 1""'. ei""• ""=-""· =• tO .r tO SEE SHEET 7 FOR SLAB CROSS SLOPES AND FINISH GRADES. ------ - - ----- SIDEWALK ACCESS RAMP IN ACCORDANCE WITH TITLE 24 AND ADA MODIFIED P.C.C. C~~~ AND GUTTER el) 1 Ll~~~~;;-CONCRETE FOOTING (TYP.) J__,<.!L-f'-., 3" F'c = 2500 psi 2-#4 6" CONCRETE SLAB, F' c = 2500 psi W/ #4 @ 18" O.C. EA. WAY • FOR RAMP SPECIFICATIONS AND GENERAL NOTES SEE (APWA STD PLAN NO. 111-2, SHT. 10 OF 10) ------- 8.33% MAX. C EXISTING SIDEWALK ------ CURB RA~~-DETAIL® 4.67TC 4.10FL II) ,.._ .,; -+ -- :2 ~ + IO 0 "' tO m oo en N N + + IO IO 4.72TC 4.68TC .---------, .91FL 3.92Fl: ~ 2' 3.5' CB 02 -EAST BAY AVE. NO SCALE [Il II) od IO II) ,.._ IO z N N iii ,--: el m ----N + + + + --~ ------(.) 6.02TC 6.00TC 5.23Fl: l,5.23FL 4.74TC 4.07FL \ 5.99TC 6.02TCJI 5.40FLI'"" _2· _______ 3_.5_' ___ ,_2_·__,I5.40FL CB ffl3 -BALBOA BLVD. NO SCALE "' -II) IO 0 d IO IO N N 0 z ,.._ ,.._ (0 IXi 0 CD -.,; v "' IO IO IO + + + (.) + + IO IO II) .J II) IO -----(.) 6.25TC --·-·· -· s·.'25TC 5.43FD i5.42FL 6 "' II) II) 0 d IO IO N N 0 z ,.._ ,.._ IXi 0 . .,; <O -v "' IO [D IO IO + + + (.) + + 0 0 0 .J 0 0 ---d -- 5.96TC 5.94TC 5.17FL' I;5.23FL 5.97TCJI 5.93TC 5.35FL 1--l -2·_-___ 3_.5 ___ -+,_2_·_, 5.47FL .75TC CB 00 -WASHINGTON ST. .NO. SCALE. 5' II) ,.._ ;::: + m od II) z .,; [D ,.._ (.) + ::: < (.) CB #9-BALBOA BLVD. NO SCALE 5' 3 5' ' 5' I .....____ \ PT"S" Pi P" ~ 6.31 6.32 6.74TC1 !\,,;_73TC IO N d IX) + -- 6.74T 6.09FL 5.90FL . ., 5.90FL C L 6.0BF I 6.25TC, I 5.58FL\i N IX) IXi v + 0 2' 6.23T 5.47FL N IX) d IO + 0 - 3.5' II) II) "' r-i d II) z + 0 CD -(.) .J d ,HHC 5.57FL ~ l,s6.16TC .BOFL N N "' "' -.f tO II) IO + + 0 0 -- CB f-.4 -WASHINGTON ST. NO SCALE m m "'d m m N N oz ,.._ ,.._ u:i IXi d rn -.,; v "' IO(.) IO IO + + + + + m m m ~ m m (.) 7.08TC 7.03TC 6.41FL' i6.36FL 7.lOTC 1 \ 7.00TC 6.60FL I __ 2' _ _,___ ___ 3_.5_, ____ 2_._ 1 6.50FL CB 010-PALM ST. NO SCALE <O -od II) II) "! z N N ~ ,--: + [D m "' "' + (.) + + "' .J "' "' ---(.) • 4.34) 4.34 F [Il ,.._ iii II) + m 6.85TC 6.21 FL 7.07TC 6.40Fl: "' I') -10 + m II) NO [Il ,.._ '<I; z ,--: m rn II) IO(.) + + m m .J (.) 6.83TC 6.03Fl: 2' 3.5' CB -:',5 -ADAMS NO SCALE 2' 3.5' m -0 -v iii d "' II) z .,; + II) m el + m < (.) '.l! ib "' [Il tO IO + m CB 00 -PALM ST. NO SCALE IX) N .,; tO + m 6.79TC 6.21FL 2' . 6.11FL "' IX) IXi IO + m 5.13TC I I :1 I 5.20TC 4.48FL~ ~ ~ !/4.54FL 2' 3.5' 2' 5.13}T _.13)TI , 4.35)F '---------! 4.37)F IO ,.._ 0 ,.._ II) -.,; . IO N TRASH ENCLOSURE DETAIL® NOT TO SCALE 3 1. CONSTRUCT BLOCK WALL AND CONCRETE FOOTING PER CITY OF NEWPORT BEACH BUILDING DEPARTMENT STANDARDS. 3.5' 2' I 2' I 7.03TC OF GUTTER I 6.48Fl: 7.02T 6.32FL -IO tO tO <O ,.._ ,.._ "' IXi II) IO + + m m 0 d <O tO <O z N N + c-.l -.f m CD tO tO (.) + + 0, m < (.) CB 06 -ADAMS ST. NO SCALE N ---«> d --0 0 ,.._ z IO II) ,--: m d rn r-i -.f IO II) tO (.) tO <O + + + + + 0, m m .J m m u 6.81TC f-P{j,) OF GUTTER 5.85Fl: 6.87TC 6.63TC 6.0BFL I 2' 3.5' 2' I 5.95FL CB ill2 -WASHINGTON ST. NO SCALE I 2· I 3.5· I 2· I IX) m 4.40T 3.73FL p IX) et:: m [Il p m . et:: -m ,13TC 3.76FL <X>P "': et:: p C0 DO o. m .J m Z<O r:14411--CONCRETE BLOCK WALL N .2 0 , r " :2 w '" I u, I 0 QC I ;;, -0 0 ~ d 0 0 6.25TC/I 6.25TC 5.61FL li---=-2• ____ ..c:3"'·5=-•----+l--'2=-•----1! 5.eoFL IO IO -II) 0 d IO IO 5.09)~ ~5.09jT • 5.D9TC /]~--~-----~--~~ 5.16TC 4.43FL I 2' I 3.5' I 2' , 4.50FL ~ + '<1'0 +Z r<:> CD -(.) '4 + "' . ~ -+ 0, -N "' + "' -a, m [D • + 0 o.S -m + ~ " 0 0 0 z II) II) ..f ai 0 r-i ,--: II) IO tO [D tO tO + + + (.) + + m m a, .J m m CB (l:14 -BALBOA BLVD. N N 0 ,.._ ,.._ -tO IXi z -.f m IX) [Il IX) el [Il m + + + + + IO IO IO IO IO ---.J --NO SCALE CB 013-WASHINGTON ST. CB -M5-BALBOA BLVD. NO SCALE NO SCALE "' -~ - CB -M6 -PALM ST . NO SCALE CB W -PALM ST. NO SCALE LOCAL DEPRESSION DETAILS --.f N ~ N -~ -.J -~ ~ CB ms -WASHINGTON ST. NO SCALE N - p. 12-31-01 (' CI V \\.. r::,'<::--%i OF C~I>~ 0 ;5- " w ::; " 0 -? 0, C ~ .s 0 'il e ~ 0 1---------------------------------------------------------------------------------------------------------+------------------------------------------lg 0 .,, jE w .----------------------,---------------------,-------------+-----------.....----------,---------------------1~ PREPARED BY: CITY OF NEWPORT BEACH REVISIO s PROFILE SCALES ::, 3187 Red Hill Avenue Suite 250 Cosio Meso, CA 92626 (714)751-7373 Fax(714)545-8883 THIS PLAN IS SIGNED BY THE CllY OF NEWPORT BEACH FOR CONCEPT ANO ADHERENCE TO THE CllY STANDARDS AND REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. APPROVE~el:ftl'.~2 A,,._, PUBLIC WORKS DEPT. DATE NO. DATE BY APPROVED HORIZONTAL NTS ~ PLAN SCALE MISCELLANEOUS DETAILS m N .,, HORIZONTAL : 1"=10' ~ 11--1 --r-----,------,---t-:==~,;.VE,::RT~:~N;_;,T~S-=:--+--------------,-------1$ t---+-----+-----+-----+--------1-----; DESIGNED BY: DRAWN BY: CITY OF NEWPORT BEACH R-5763-S 0 -------1] 1---+---l--+-------+------+------l CHECKED BY: DATE : PUBLIC WORKS DEPARTMENT SHEET 3 OF 96 ° .__ __________________________________________________ ..._ ___________________ _,_ ___________________ _._...i.. __ .i..._i...., _____ -+------......J----.t...------'t....---.....1.--------------'---~-....;...;..,"- -------------------~-------------------~----------------------------------- I I ' I I J I :, " I I -I -I I - ,of:J~ :, ii I ,, rY ti~'' t:; I _, I .... "'"""·-·-··"·· •••• ,..,., ... ---·-~•-<-~•··· -· AJ,l,,~-f-,f-i,,,_,e;.., ,., 47' REMOVE EX. PCC SIDEWALK, PCC C&G AND PCC PAVEMENT. CONSTRUCT 4• PCC SIDEWALK PER CNB SID-180-L AND C&G. . CONSTRUCT 3" AC/ 4" AB. MATCH PHASE 1 SURFACE WITH EXISTING IMPROVEMENTS. INTERIM DEMOLmON AND CONSTRUCTION DETAIL BALBOA BL VD. AND PALM ST. -SOUTH SCALE: 1' "' 20' _J :~ ~ I ·~ 'I.\~, ·~ I : ~- ' I - ,, -•· • ; OCEAN FRONT ..(ll -- ' ~ I <>.,\',"J ·"' ... -' -' r.f;f:;;1 i N '. .r.."~ i ; --- J I . -------... ; ' i' i' ' 1 ·--- -I.: i, -~-1-Z-:f· (/J ) ~ <( ' 3: ' I I/;·· ,· -• >, ;; ' 1/, " _r- ~ &-"!~..t •• ~.,. ·---------·~--~"'"' ~ ---. ' ! ' ' e,1 ;::::::::;::::::::::::;:=2~-16"W -+-----:fl~=//;-'----16"W -- REMOVE EX. PCC SIDEWALK, PCC C&G AND PCC PAVEMENT. CONSTRUCT 4• PCC SIDEWALK PER CNB sm-180-L AND C&G. CONSTRUCT 3"AC/4"AB. MATCH PHASE 1 SURFACE WITH EXISTING IMPROVEMENTS. INTERIM DEMOLmON AND CONSTRUCTION DETAIL BALBOA BLVD. AND PALM ST. -NORTH SCALE• 1• "' 20' =--ss . . e.---tt--~rfP I /-'-!'-"'I I ·: • ·-.)I ----n--,----r,--,~ rH--ttt--H =--=--16 -tttf!--:::!_=fi-i/=~-.0:±:' -T:ll=;::riJti/=__::;-l/rF"iL±-:=--=--:::_=-=-=-=-= 16"W -c ,,____,, •• -1 i ··:' I ·•·•• i i . ... , . T •••• --'" . '"·" ' ··--·----... ~ I I REMOVE EX. PCC SIDEWALK, PCC C&G AND PCC PAVEMENT. CONSTRUCT TYPE "D" PCC CURB PER CNB sm-183-L CONSTRUCT 4" PCC SIDEWALK PER CNB STD-180-L AND C&G. CONSTRUCT 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' ) 'I I ' I ) I -➔•i·ffl. ·.~· '\kck\""·'i.'----,,, ~""'J.'_I , ~.;1'.,_j __ ____,I 1-\ --+-+---,,l Lrl L_J ---f-------i 2-~tp .,.\~--- ,-7-, -~-tl--,-'-"'7'1T--c,--l--!-~i;;.• ' OCEAN FRONT I , I .lJ i (,.)[ . ' I , ! . .. \_ .. .. l~L . ___ @ ___ ' ··-·--·-@ , ' . .. -. ~ --. \ i'. I ! • . __ I_I r 7+) . 0 ti I i / t f £/fiffli/'' I•'' ~ -' ,. -.~.Ji ·~ ~I,; ,~ . ·t; F=Wi , 1\". ' , i . -' f f ' ' ' <?!!...~,, -. . i _,.() ... , ~==:::i -- . . ••-M••-•-•~•-~ ,~,.•-•-<' ••-••••·•-~-•u••-•~-••--- -16"W ss : ' -----· ----...2..s ----_ BLVD. REMOVE EX. PCC SIDEWALK, PCC C&G AND PCC PAVEMENT. CONSTRUCT TYPE "D" PCC CURB PER CNB sm-183-L CONSTRUCT 4• PCC SIDEWALK PER CNB SID-180-L AND C&G. CONSTRUCT 3"AC/4"AB, MATCH PHASE 1 SURFACE WITH EXISTING IMPROVEMENTS. INTERIM DEMOLmON AND CONSTRUCTION DETAIL BALBOA BLVD. AND WASHINGTON ST. -NORTH SCALE: 1' "' 20' I !Ni,,.,, 71./J, LI.ti /// I/ "' i •"' ! ' I ! r P!-IM:!!:11H+/11™,!i!:!1 ' • ' . ! ·1 I ., " -~ .... ,Q I 1+18.7~ ' ' I I I -J i --------- ! I ' I I 0 -o,_ -I + T'-1' :, n . --.. . -·· ._ -... ... ..... .. .. _ - '\. -I '" I, ' '' I ·I' I . ' i '.i ' ' ' REMOVE EX. PCC SIDEWALK, PCC C&G AND AC PAVEMENT. CONSTRUCT 4• PCC SIDEWALK PER CNB sm-1 B0-L AND C&G. CONSTRUCT 3• AC/4" AB. MATCH PHASE 1 SURFACE WITH EX1STING IMPROVEMENTS. INTERIM DEMOLmON AND CONSTRUCTION DETAIL ' OCEAN FRONT AND PALM ST. -SOUTH SCALE• 1' .. 20' LEGEND LIMITS OF TRANSITION CONSTRUCTION ----PHASING LINE 20 ' '·' J • ---~ I. i. .,,, 'r: ... :~,~-'-\ \~:~ { , .. -...... ,,., _____ ,.... . ....,, ·< .. · .. -.. / ......... . 10 0 20 40 GRAPHIC SCALE: 1"=20' • ' ' .,.,_, , < •::;;:,, • _:_,__......-,•-•Hu•--!,-,, I : '.° \)_'. ~-,.--- ; I,, ,.,,,--TYPE ·b· CU~B -< rl,.. __ \~i 1'JI.: i • I '· : ' ·\ ' ' I ' ' \ •. , .•<·~\ I ' ' -•': l\,f'. l}_~i;-:;_~~ ~\ ~;~_-· .· ~-~·-:·~,.;~.:-::'~·~ :~::.-:-;~~:-~~-~ ~~. :. ·,:.~.~-. ~.: ." ~ ~ . ......_ _: L ·.l ~ 1.-( ,L:.J t ;J • L.:.J ·-. ~ .. J , -·r~· -•. ' ! i LL .... ,<-:' i .;·,;. .x.:.:_ ... , ... ~. :, \,,__ ~ ! ; ~r-:-~;;;:;~;;;:;:;::;;;~~;:;:;-;,..;:...t·,..,·~-----... ---·· ,,, ~-..--'._--... -... ·-...,· ... -.. -... -... -·.·,..----,..·----------·_· ··-----·--mrr-r-, -,-,-r-r-,·-r-r-r-r-r -r-r-r-r-i -31-01 4/( C/V\\-,:JI:-~"' -FRONTAGE ROAD !!J 14+00 ~. . ! ,, . PHASe1--+;H: H~~~1 " '' .. . .. '' • . '' ••• -•• --•••• -·-·· ~-~---•• ·-··s,·J•'•:."•• "• -· • -·•-·· •• ····--•••• INTERIM DEMOLmON REMOVE EX. PCC SIDEWALK, PCC C&G AND AC PAVEMENT. CONSTRUCT 4• PCC SIDEWALK PER CNB sm-180-L AND C&G. CONSTRUCT 3"AC/4"AB. MATCH PHASE 2 SURFACE WITH EXISTING IMPROVEMENTS. INTERIM DEMOLmON AND CONSTRUCTION DETAIL EAST BAY A VE. AND MAIN ST. -NORTH SCALE: 1• .. 20' 0 { ~ w w • ' 0 " ' AND CONSTRUCTION DETAIL REMOVE EX. PCC PAVEMENT AND C&G AND AC PAVEMENT. CONSTRUCT 4• PCC SIDEWALK PER CNB STD-180-L AND C&G. CONSTRUCT TYPE ·o· PCC CURB PER CNB sm-183-L CONSTRUCT 3"AC/4"AB. } ~ ··-i FRONT AGE ROAD, MAIN STREET AND WASHINGTON ST. -SOUTH SCALE: 1' .. 20' MATCH PHASE 1 SURFACE WITH EXISTING IMPROVEMENTS. ' :, : ~ ' ? 0 ~ { ~ .------------------,------------------~------------'------------,----------,,---------------c_-_3_3_3_3--1:w.i PREPARED BY: CITY OF NEWPORT BEACH REVISIONS PROFILE SCALES : t------------------,No. DATE BY APPROVED HORIZONTAL ,. = 20' INTERIM DEMOLITION AND ~ 3187 Red Hill Avenue Suite 250 Costa Mesa, CA 92626 (7H) 751-7373 Fox(714)545-8883 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 AS~N~ AND AC RACY. /I-Jo/ DATE 1---1-..;_;_..::;_+.-:C..c+-----l-------+-----I PLAN SCALE CONSTRUCTION DETAILS : • ' 1" = 20' t--t----i---t------i--------t----i-===-"'=-:-T':c-::=:-=:---l-------------,---=--:-----lz t---+---+---+------l------+----DESIGNED BY: DRAWN BY: CITY OF NEWPORT BEACH R-5763-S ! hrl-:;-;;,;;~t-;-;-;;;-+=-=-a:-;c;:--;-;;-;;:;cl--------H'77~-i CHECKED BY: DATE : 2 10 5 01 NJG REV PHASE LIMIT " PUBLIC WORKS DEPARTMENT SHEET 3AoF 96 / . - 8 ,·· ' 40 I t j GRAPHIC SCALE: 1"=40' -------· 1 '··--... CONTINUED ON SHEET 3C '•"• ... , __ _ ' f ' / CONTROL POINTS : #27 #10 #15 flB 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. ? ~ "' ~ ,- l!J I "' I c:, "' I ;;, ~ " 0 0 '.,-w ~ " w 0 t 0, C ~ 2 0 la e Q_ / 8 8 <O C-3333 ~ ,------------------------r----------------------r-------------!-------------,-----------,,------------------------12 ~ PREPARED BY : 3187 Red Hill Avenue Suite 250 Costa Mesa, CA 92626 (714) 751-7373 Fax(714)545-8883 uvu ;:, CITY OF NEWPORT BEACH REVl$10NS PROFILE SCALES 1-----------------------~NO. DATE BY APPROVED HORIZONTAL VERTICAL BALBOA VILLAGE IMPROVEMENT PLANS THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO THE CITY STANDARDS ANO REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. APPROVE~M,~ DATE 1--1--~-1---+-----+---------+-----i PLAN SCALE 1"=40' HORIZONTAL CONTROL FLAN .!::. "' i----t---r---r---------t--------1-----1-:c===::::--,=--r.c=:-:::-c-=:----t---------------.----------l$ t-------t-----i----+-----+------t----------i DESIGNED BY: DRAWN BY: CITY OF NEWPORT BEACH R-5763-S 0 1-------~"2 t----+----11---t-----+--------i----, CHECKED BY: DATE : PUBLIC WORKS DEPARTMENT SHEET 38 OF 96 £ CONTROL POINTS : #8 N 980. 94, E 437. 23 STANDARD SURVEY MONUMENT AT CENTERLINE OF ADAMS ST. #10 N 791.06, E 916.52 STANDARD SURVEY MONUMENT AT CENTERLINE OF WASHINGTON ST. LINE TABLE LINE TABLE LINE BEARING LENGTH LINE BEARING LI N68'25'50"W 5.94 L61 N21 "36'24"E c_-;-L,2---l_-"N""21cc'3e...4c-'' 1=0;;:" E'-t---"-c l1 -;,,,3.""00sc1.L-J ffi LS 2 N 6 B"23' 36 "W ' L3 N21'34'10"E 15.34 L63 N21 '36'24"E L4 N68'25'50"W 7.72 L64 N68'23'36"W LS N21"34'10"E 12.00 L65 N68"23'36"W L6 N21 '34'10"E 12.00 L66 N21 "36'24"E L7 N68"25'50"W 1.78 L67 N68"25'50"W L8 N21 '34'10"E 52.83 L68 N21 "34'1 O"E 1---L~9-ll-'-'N8"-4'-'4,_.4~'2=5~"E-+----'=(5."'22;..."---41 ffi L69 N21 ·34'1 n", L11 N21'34'10"E 19.25 L70 N68"25'50"W L12 N21"34'10"E 8.10 L 71 N21 ·34'1 O"E LENGTH 1.30 9.00 5.60 18.00 9.00 1.45 9.00 7.00 7.00 I\. 9.00 J ~ 1.50 LI 3 N53'59' 45"E 3.35 L 72 N21 ·34'1 o"E 1.50 Ll4 N38"25'50"W 24.13 L73 N68"25'50"W l 9.00 ffi LIS N51'34'10"E 11.00 L74 N21"34'10"E 7.DO L16 N68"25'50"W 1.54 L75 N21·34'1o"E 7.00 L17 N21"36'04"E 33.82 L76 N68"25'5o"w l 9.OO) ffi L18 N68'25'50"W 12.26 L77 N21 '39'23"E 7. 70 Ll9 N21'34'10"E 13.00 L78 N68"23'25"W 12.95 L20 N21"34'10"E 15.00 L 79 N68"23'18"W 12. 29 L21 N68"25'50"W 18.74 LSO N21'32'41"E 8.67 l-c--L2,,.,2,-----l-"'-SOe,3c..,"5'-'-1 -:", 3-"cO':-'-'W'-t-_,{..:;2""2.,e,85-';''---jJ ffi LS 1 N 21 ·35' 40" E 44. 7 3 L23 N68'25'5o"w 7.93 L82 N21 '34'1 O"E 46.31 L24 N21"34'10"E (188.56) /\.. L83 N68"21'34"W 36.75 f---f---~-+-"--~ ~ L25 N68'25'50"W 17.19 L84 N21"38'26"E 9.73 L26 N21"34'10"E 10.15 L85 N21"35'55"E 5.02 L27 N84"44'25"E 34.35 L86 N21 "38'26"E 5.30 L28 N68"25'50"W 4.12 L87 N21 "38'26"E 5.30 L29 N21"34'10"E 13.38 LBS N68"21'34"W 31.69 L30 N68"25'50"W 77.41 L89 N68"25'50"W ( 7.01) ffi L31 N21 ·34'1 O"E 39.21 L90 N 21 '34'1 O"E 20. 78 L32 N68'25'5Q"W 5.85 L91 N38"25'5o"w 29.88 L33 N68"25'50"W 4.75 L92 N51 ·34'1 O"E 11.50 L34 N21 '34'1 O"E 12.61 L93 N38"25'50"W 40.33 L35 N68'25'5Q"W 6.24 L94 N 21 ·34'1 O"E 20.17 L36 N68'25'50"W 6.02 L95 N68"25'50"W 34.93 L37 ( N68"25'50"W ~18.03 , L96 N51 '34'10"E 6.30 1---L3=8~+\c;---'N.,..2c.c1~·3~4•~10~"~E---t-~5~._93~"'"1 & L97 N38"25'50"W 10.00 L39 N21'26'18"E 217.45 L98 N68"25'50"W 11.55 L40 N68"33' 42"W 18.08 L99 N51 '34'1 O"E 1 2.08 L41 S84"44'25"W -22.16 L100 N51'34'10"E 11.08 L42 N04'03'27"E 16.49 L101 N38"25'50"W 6.00 L43 S84'44'25"W 11.55 L 102 N51 '34'1 O"E 7.61 L44 S04"03'27''W 10.26 L103 N68"25'50"W 6.93 L45 S45'59'26"W 24.32 L104 Ns1·34'1o"E 6.96 L46 S38'25'50"E 19.05 L105 N38"25'50"W 6.00 L47 S38"25'50"E 37.09 L106 N51'34'10"E 3.50 L48 (s5'5·45'56"E 23.30') ffi L107 N68'25'50"W 6.93 L49 N68'25'50 w t.58 L108 N08"41'26"E 10.23' LSD S25"58'15"E 20.92 L109 s21·35'42"w 7.14' LINE L 120 L121 L 122 L 123 L124 L 125 L126 L 127 L 128 L129 fl130 /L131 \L132 I ~--- - ----------'"' - - ---+-r'I ---~2+eQ_ ---+-+-' -+-I I ---------- ------------- CONTINUED ON SHEET 3B I ------- -· --+--- ;~ I so - - ---- - ---- - ---- - I ,~-+---- - 6+00 _____ , _____ ~o ____ ~, -+--++----t--r'~''"-_____ ,_ • ------------------- ______________ _, _!l__:!j._00 ~---_ , _____ 10½00 -----------, I I • I I•· " II Ii ,·, I I I • ' II ' II -. --------- - ---+-''-sl - - ---+--...I 1,..--+---- - --- . . i ~lf.· -- 1 1 W11, I ' I a:,:, i I f-il I 15 5~• 15.5c' p I r 7+22.79 BC PALM STREET (15.50' RT) 7+64.82 WASHINGTON ~ Ill I I I I ' • I ': (/) :: I -I • 1, 1-I I • 1 11 o W i ' , I g <t: 1:1 I: ,-, , I I I , STREET ~ ~ .~-,..+,_1_0 00, • ~-~ i a • i L·. .J 5.QQ g 'i I II S 68'23'36"E 222.37' -t--/\ :' "-~ -.,; S 68125'59"E 16.05' ' S 68'25'59"E 216.54' 1 11 - ---~ _-_-__ --~~=-=--=-=-~~~-~1+=-=-t·;.,.J~t:~~,t~j(ti~~S217'6~8:.2:2~•s==6="E==-=-~~~~=2i1==6·=Q=9~• ===j~'ih~~,PT'ii~h;\fett~~"'~•-t1-~-Wl~+Ai~~u1~-,~~7~G~-,·~0-C~~-l~c-~T;R~r~~§I::::=-i=~:;;;',-_-___ --;:::J _-----=-~-~--+f--~~=~""'~-::_:_-,~,_'-_--,r;..c-:ll:__-_t-_-t,,---_'----------------_-___ -.---.-__ -.--_-_-_-_-_-_-_-_------~~7 _:_ :: _ -·· _ = :'1550~---: (&B0,1/2\ WASHINGTON STliU.T I... -_om = <c<cT OCEAN FRONT <BOARDWALK) 0 1 , 0 ; w ;... -' OCEAN FRONT (BOAl=IDWALK)(1o.oo LTX SlJO )\ ' C =i (5.00' RT) OCEAN FRONT (BOARDWAL~) 2 ~ +z s 68"22'52"E 223-01' _-1.::,,,.'-------="!s='='55"'·=27=•-!-23c-\,,;"E=-'-~"'-"2CL06"'.""78"''==L5=1L, I~0:,~1-1~L5~,4~'JL~6'°5--+-fa-9;,, ~ 11 \L7JyL71 s 68"24'37" E (15314'] ~I L72---._L73 ,.126 ~ ~I "':::::'-+1+uL3-~--~-~=-=s~6ccs~-2~2'-•3~2"""'=E~-==cc21"c6=.o'--'7c,.,="+----, ,w -:5 ~.,. y__L63-\55) ~N ;:;' /' \L69 A_2 L74~ "\C: <tj ::i 6+ 79.01 EC 7 ---- - - - ----l ~ ;; g ~ ~!~06:T:ElT z c:0--7,' r_, L68 l.~ L75~28-R fs c~ C43 -r-:~JL:-.IN_RG_TT_)o_N_S_TFl~t~E_T I ~ z ~ ;:: l J LINE TABLE BEARING N68"23'1 S"W N68"25'50"W N21 "34'10"E N 21 ·34'7 O"E S68"23'1 O"E S6T56'25"E N21 '26'18"E N67'44'43"W ;:( 1~5=;_ 5:'::0cc, "cL'ccT'c') ~-,Ln"l~l.v-11 I I'-I w w c3 0 /2 -1/l-,,, 6+87. 78 EC I I O ;... • .Le °A :cl ; c55\I b+~u. /9 ~c WASHINGTON STREET j ~ c44 ~ :c-"' ~ CL INT • .,_. w l: ,; 10 PALM STREET (9 75' LT) C38 ~ GJ I 23? 4_64, 0 ro ~ 25' 25 00' i'i :,: 6+40.00 MAIN STREET );, ::~) ~ (14•85' RT) N 68"25'50" W 157.50' 1 ., ,_ {!J LI "';_, ~u "IE I 135Q2' 13, 13~ ~zl /15+20.27 FRONTAGE ROAD ~ <i:h 1 ;... L28 0 -W L83 I~ -"~":l~I-N-68"21'3 "W-76-.9-0 __ __, I/ LENGTH 5+92.65 BC PALM STREET (1567' LT) CL INT. 5+94.25 PALM STREET= 10+00.00 FRONTAGE ROAD L89~ n _, CURVE TABLE CURVE DELTA RADIUS LENGTH TANGENT C1 90'00'00" 5.00 7.85 5.00 ' "" "' a..,-, -12+ 73.21 FRONTAGE ROAD ~ §! 3 _, '~u:. Yb c40 "~\ L88 ,.... '° N68"21'3, "w 76.9□' "':i"' Iv 6+55 04 EC MAIN STREET 0 zl _oc O ( , ) ~~ 0 ro c:o.-~==4-~~"Tc~" I m ; ~ 15 RT _ w 0 ~ -:JCJ\0:!::::===j='==,<='"C:c4~"/=SEffi_J~~;=_jr=l14'W;===r==='°'L8~5~7c--. / 6+54.37 INT. MAIN STREET w 1 ~ N 12+ 72.11 FRONTAGE ROAD ~T :p 1-, 'C, -s 68"21 34 E 144.11 A I J EC ACCESS ROAD ~ " ,;, z i · _r_13.:zs'l, (19.75' RT) , L7N J"' / f'l ::'.:::'::::::::r' c,1 I~ ,.,,, FNRB08.N2T1•A349Ew ROAD '"°' i ~ 1cL INT. , , ~ -: / ~ ~, 7 50 "., -;.I --~C' 0+05.05 ACCESS ROAD ~: I /\.2 \ ~,.;,, '7s 1::,:':c'/r:=c;::::;::=·5=o=l=::::1:!:::::":c~~=1=':2s'=.=;501,,!·~~====·=-;=\:::;::,2,'c1,i.7""5=1..l·'"~L79 ;:;' L9 ,, ,o 'u',C"2 L49C15 ( Ll30) L53 GJ' 0\cl-L108 L!"-. , " es•oc'sn" w 17R sn' A 9 &l G'b ~ , '1\ '7.. J S 68"21'34" E 1 1.93' -N •ro o u',.,.:'°\I_L. ,~, ' .,,o'o ,~\ -0 L11',=:::J~ '' ~ w,_ 0,.... 10+2724PRC L77 :-.... i--.. N 68'25'50" W I 170.00' ~ -""" v u, "rs'-'-i'l -CL INT. -----L1 ~ S:]0 '-' • Oo on 12+09,26 BC ,/1 ro\.~:, f> L25 _J 13+60.16 FRONTAi E ROAD~ <Ji 2 °0 ""'0 ~• ~n ;;1;:L------+-'~=-L ___ .......!'!cl"' "!.,/;!_:6:::8:..:"2::-5:..:'s""-o_"_.w'.__-+---~-~•"'a~ooc.",'::-:---:'c'-:\o~ L32 0 • • 1.,4'o \ c27 =10+00.00 EXIT D IvE :::,u 29 • 6 «Cl' 's. FRONTAGE ROAD 12+46.72 EC \\l oo:s! S° ,11~"~\,--. 0+49.14 EXIT DRIVE /'c --Ln 1~ e;,i '-" ~ ffi ,,,,c / • is O RONTAGE ROAD LI 25_;C 4S v\:-L 111 C45 ", ,,. 7 LI 6 2 CL INT. .::; . "> + e-"' c, P· j C46 ' °'cs !.91 "5 ,JJ 3. .S~29 C29 • • C2'1.r ___ 6+07.74 WASHINGTON STREET C20 •• •.~ ox O > " C45 >': i'.90 io" ~ 6.;,s? , r-.. ~~ !. =12+57.09 FRONTAGE ROAD !.i,; .J: -w ~ 15+03.28 BC L114 H t>-C~1\.,C45 Ll14 0 ;c_ ___ ..'.;'.c,. 50'' H,$1[)!.-t;, 5?[)~!)'1;, $~'16'$);6 !J);6~!J/ffz!J/ffz~1;,{)% -> (1 4' RT) C461J • ;.,:, \iS4,f,:is ! ~+0408 EC L95 N 68'25'50" W 297.00' / ~ L__/ -L_J ~ / /$~ 1.~ L99 ~ ',-..._C45 c45 )j, _J "] "" m _, I v CURVE C41 ;--........_ _____ .,,,,...,,,,, FOR DIMENSIONS _ __, SEE DETAIL "A" HEREON CURVE TABLE DELTA RADIUS LENGTH TANGENT 45"32'38" 15.00 11.92 6.30 " [l_ ,n >- " t- 12+62.21 FRONTAGE ROAD (29.31' RT) C' 0 N _, L21 0 0 m m I . ., .. ,· ,·, L11& Ll 14 1 '7 ·' r r '· . -_.,,::::_-:::_ .,,.~::~:-rL119 '"~ CL INT. _,,-, '"----.._11+24.34 ACCESS ROAD SEAT W LL \ ~Ll17 A CENTER INE C49 (:?''--=-'-'-'--'lf•,·,:,~;9 I",, 1 .. • ' ' -' ,I C2 77'09'37" 12.00 c3 go·oo·oo" c 10.00 16.16 9.57 /\. 15.71 "10.00) ~ C42 C43 50·37'05" 14.50 101 ·20'32" 3.00 12.81 6.86 5.31 3.66 12+84. 76 FRONTAGE ROAD (15.00' RT) w --OJ) ~· sw-~ 0 .,,() ) ~ rz w C4 78"41'22" 12.00 16.48 9.84 C44 102"50'23" 3.00 5.38 cs 89'58'06" 3.00 4.71 3.00 C45 55·55'33" 4.64 4.53 16.so cs 90·00·00" 10.00 1s.11 10.00 C46 111'51'06" 8.64 16.87 17.12 C7 93'09'11" 3.00 4.88 3.17 C47 27.87 CB 90'00'00" 25.00 39.27 25.00 C48 11.57 C9 116'49'45" 20.00 40.78 32.53 C49 90"00'00" 8.64 13.57 17.91 C10 26"54'02" 100.00 46.95 23.92 27. 56 > ffi >--_c_11_+-_4~4~·0~1'~14~"-+--_9_3_. o_o-+-_7_1._45-+_37~.5~9,--i 6.02 t. /\.. C12 44'01'14' 100.00 76.83 40.42 9. 90 ~ t---C-13--+--44-·-01-• 5-0-,,+-1_0_7_. 0_0__,__8_2_. 2-3-+--4=3~_ 2=5---< 1---c-15-+--9~1-~s~s.~s4~,,+-~5~_0...,.o-+--,-(8.-□2~-5~_~17c--1ffi C50 C51 C52 45·09'52" 43.00 33.90 C53 26"50'52" 50.00 23.43 C54 22·29'33" 57.00 22.38 C16 26'49'45" 80.00 37.46 19.08 C55 90·00·00" 35.00 54.98 C17 26'54'02" 85.00 39.91 20.33 Cl 8 153"55'23" 2.50 6. 72 10.80 C19 57'34'25" 10.00 10.05 5.49 C20 92·25'35" 6.00 9.68 6.26 c21 90·00·00" 20.00 31.42 20.00 c22 90·00·00" s.oo 7.85 s.oo c23 90·00·00" s.oo 7.85 s.oo C24 180'00'00" 7.00 21.99 C25 17"43'24" 60.00 18.56 9.35 C26 90'00'00" 15.00 23.56 15.00 c27 90·00'00" 5.oo 7.85 5.00 c2s 90·00'00" 4 oo 5.28 4.00 c29 150·00·00" ( 2.00 6.28 -/\.. f---c--+--'-"=~---,'--c--,-c-+-----+---J ~ c30 150·00·00" \ 2.00 6.28 - c31 150·00·00" 2.so 7.85 C32 25·49'45" 25.00 11. 71 5.96 C33 90"02'27" 3.00 4.71 3.00 C34 89"57'33" 5.00 7.85 5.00 C35 90·00·00" s.oo 7.85 5.00 C36 90'06'50" 15.00 23.59 15.03 C37 90"02'32" 30.00 47.15 30.02 C38 86'48'18" 12.00 18.18 11.35 C39 65"32'25" 17.99 20.58 11.58 C40 20'43'02" 110.60 39.99 20.22 3.76 2.46 12.77 8.64 17.88 11.93 11.33 35.00 12+96.92 FRONTAGE ROAD (15.00' RT) r N<C, a) N zf!: o ..-z !~ ) -. W N z t y z 11-c-11----H~l _2+_1_9~. 6_4~E_C_E_::+-IT_D_RI_V_E ·-~[]);i~31 .": 1 ,7 00 (10.04' RT) [[] 24 1--:::. '-" i'-. I\ LLJ 12+21.64 BC EXIT DRIVE (29 96' LT) < < c:::!.[7:40 ; L1 32 \_ L131 ' A 40 20 0 ) n Q. " >-" t- L103 A LL102 / Y CURB LINE_/ . DETAIL "A" SCALE 1 "=1 O' 40 80 • " A 0 0 u 2 0. ./ 0 0 n 0 "' GRAPHIC SCALE: 1''~40' C-3333 ~ L L51 S21 '40'44"W 20.27 L110 N68"23'18"W 15.55' L52 N21"34'10"E 6.58 L111 S21"36'42"W l2.7n J ffi ~'1DffSSI0N4! L53 S68"25'51"E 7.85 L112 0' ~~MESc1 c:; ,------------------------,------------------------,--------------+--------------,-----------,-------------------------IN / PREPARED BY : CITY OF NEWPORT BEACH REVISIONS PROFILE SCALES BALBOA VILLAGE IMPROVEMENT PLANS >-------------------------iNQ. DATE BY APPROVED HORIZONTAL VERTICAL N N " 0 L54 S68"25'50"E 3.00 L 113 ff p'v <<-;;, \ 1P ~ ~ THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR L55 S68'25'50"E 3.22 L114 s21·35'42"w 2.00 EB ~ V 0 CONCEPT AND ADHERENCE TO THE CITY STANDARDS AND L56 S21"58'47"W 5.58 L115 = 39308 '° ~ REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR PLAN SCALE HORIZONTAL CONTROL PLAN 8 No._~~~-" L57 S25"58'15"E 15.93 L116 S21"36'42"W 23.29 {l E 12_31 _01 >1-3187 Red Hill Avenue DESIGN ASSUMPTIONS AND ACCURACY. 1''~40' PARKING AREA 8 L58 S25'58'15"E 16.70 L117 S68"23'18"E 2.00 xp.____ Suite 250 i---i-----t---i------------t---------i-----,_ _____ ~------1----------------~--------l;,-J: ,,. DESIGNED BY: DRAWN BY: R-5763-8 ° L59 S21"40'44"W (14.72 \ /\ L11B ~/(" C/V\\., ,r:,'ic-~ Cosla Mesa, CA 92626 APPROVED >---l'-.--+----+--+-------+--------+-------lt---P_H_._--t-__ C._N_. ---J CITY OF NEWPORT BEACH 1---------1" L60 S21"40'44"W '14.53 j ~ L119 S21"36'42"W 13.29 OF (~\',1 (714)751-7373 Fax(714)545-8883 ill 12/27/01 NJG REV GEOMETRY FOR PIER P RKING LOT REVISIONS ::: \ 1--=s=-+--+--+--+--+-------+--------+------l CHECKED BY: DATE : PUBLIC WORKS DEPARTMENT SHEET 3C OF 96 ° 1... __________________________________________________________ .....J _______________________ ....1. _______ Pu_B_L_Ic_w_o_R_K_s_D_E_P_T_. ______ D_A_T_E __ ..J...&~, .... ~10~1/~:8~:/~to~1=N~JG;;..i;R~c~v~Nw;;.;.;PA~R~K1~NG;..:;Lo~r~c~oN~rFpu~R~s/~EL~c~v·~s/~A~ss~oc~·o;..;.;co~N~sr...L.. ____ ..J..._~N~.G~. __ ..,_ _____ ,__ _______________ ..._ ______ _,~ I 13.45' 17.96' m m >----'--=--, ' 0:::: ,-----..,0::'. O::'..,.-..._ Q::'.t') LINE TABLE LINE BEARING LI NI 1 '56'27"W L2 N34"31'01''E L3 Nss·oo•o9"E L4 N22"27'01 "E L5 N22'27'01 "E --------- ------1----- --+--------~· __ ----------+ -----+--->----8:00 - GR&N-l::lii,.11[1---?~.00-A-c--- -.vv ------l-------1 -f-------- -- u S=0.30% --~----6:00A--+------+--m--+---'"'""1---1------ ----- I 9t00 BALBOA BL 'D. --9*,0D---.. N 68'23'2!l" W cn N LIMIT OF CONSTRUCl'ON LENGTH 3.03 10.96 3.00 16.64 16.38 CURVE TABLE CURVE DELTA RADIUS LENGTH TANGENT Cl 56'27'01'' 4.00 3.94 2.15 C2 56'27'01" 6.00 5.91 3.22 C3 77"05'30" 10.00 13.46 7.97 C4 102·54•30" 10.00 17.96 12.55 cs 77"04'53" 10.00 13.45 7.97 C6 102·55'07" 10.00 17.96 12.55 C7 73'25'37" 20.00 25.63 14.91 CB 102·55'27" 20.00 35.93 25.11 C9 90·00·11" 10.00 15. 71 10.00 C10 90"00'06" 25.00 39.27 25.00 C13 89"09'30" 10.00 15.56 9.85 C14 9o·so· 30" 10.00 15.85 10.15 C15 56'36'23" 6.00 5.93 3.23 C16 62'52'10" 3.43 3.76 2 09 20 0 2.0 40 GRAPHIC SCALE: 1 "=20' ---+-------l-------j___ ------j -----+---------------------___ --j ---7-00----------+--------- ---+--------1 -----j-f------ ---........... - L=16.38' 15.56' 0 '° -N <D 0 "' ;c-N c 0 en -")0 -,'-'V _., •-••I 'II L-11 '<II""" C- ui ro -+"' 0.C. +N + + N +N 0 0 0 0 +S'.'l 10+00 --;=-+"'--- , 9.27' 0.C. 15.71' o.c. --+------f-------- -----+- --+-----------------. °7.00+--- -_s-o.25% -i _ 0 0) u It-' UI I...UI\U 3: Q ~ ~t? <.D ci (0 .....-.--.....-O::'. 0) 8 :;; >-Q) I.{') Or: lO (_)~ ill O O I' 0)0 ri O:::'. to OW'; )Q <O <O ~r--. I"-ol!• ~ + 0 CO O I") '=lktO J U (0 C.0 ) CD r-- Dt[) lO z .-~6 .-LO lO O " mn c+~co (0 co -c:i + rn (J) .-.-.-II b:i t ~>J en <.O --5:00 n v. ,,:;.-"c++=---+--------;~e:,..d,+-...,.._ ...U.'-'-J--/--+~T~OP~o=F~CU0"·R~~B _ _y-: -------l!c,,4+"'-----~~~cof-----•=i--c-r--'-en_J_C:_ __ --J__ --+------ro·-.. ..,--------',-,·' f:;3 ~ .. ~ .± ~ d ,± ciL0 oci "' /TOP OF CURB e--1l_-,,c-:_--1---1-3% 5 .-en+ N c-. I'\,.,,..,,.. c::-,n ?no/.: I l I s 0.3 0 0.~S%t===~1Hi~---,----1, -----'-'t=t+=~-~=~¢::.::::::~:::"=t----7.09---:S'LY-"f:e./F. -· S O 29% 0 0 s 0.44% S 0. •8% c 0.77% S 0.26% S=0.20% 2 --0---~ ' 6 o-~l-}---+--"° 0 0 en --~0---'--F_L_O_W_LI_NE---,f---' -- N 0 -<D \_FLOW LINE cn N .c 11+00 ~ ~ ~ n ~ ~ ~ ~ c~ ~ ,__ + I' -~. W -~ O ,- to N ~ ~<.D w n +n ----~~~p"~~c:;__---11--------l------l-=-<M.·"'*-----'s:'~~:,.;__ ::= r..ci i 12+00 SEE SI-EET 10 PALM ST. ----------~ --------------- N .,,. 13+00 PROFILE SCALE VERT. HORIZ. 1 "=2' 1"-20· CONSTRUCTION NOTES 0 CONSTRUCT VARIABLE THICKNESS A.C. LEVELING COURSE. G) PROVIDE AND INSTALL FABRIC GLASSGRID 8502. 0 CONSTRUCT 2-INCH THICK RUBBERIZED A.G. FINISH COURSE. f?\ CONSTRUCT 8-INCH THICK P.C.C. CONCRETE ROADWAY PER CNB STD-I 08-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 STD-182-L. (CURB HEIGHT VARIES PER PROFILE). ® CONSTRUCT DRIVEWAY APPROACH (MODIFIED) PER CNB STD-160-L. ® CONSTRUCT 4-INCH P.C.C. SIDEWALK PER CNS STD-180-L. ® CONSTRUCT P.C.C. ALLEY APPROACH PER CNB STD-142-L , TYPE "c" (MODIFIED). @ CONSTRUCT CURB RAMP PER APWA STD. PLAN 111-2 CASE A, TYPE 4. @ CONSTRUCT CURB RAMP PER CNB STD. 181-L-A. @ CONSTRUCT LOCAL DEPRESSION PER APWA STD. PLAN 313-1, CASE G AND DETAIL ON SHEET 3. @ CONSTRUCT LOCAL DEPRESSION PER CNB STD-304-L AND DETAIL ON SHEET 3. @ CONSTRUCT PRIVATE DRAINS THROUGH CURB PER CNB STD-184-L. ~ CONSTRUCT 2'' RUBBERIZED AC PAVEMENT OVER 3" AC PAVEMENT OVER 6" AB. BLOCKOUT TREE WELL. CONSTRUCT 5" AC OVER 6" AB WITH ASPHALT TEXTURING. BORING LEGEND • LEGEND -$-OYA BORING LOCATION. -$-OYA CORING LOCATION. D LANDSCAPE AREA DISPOSITION NOTES : OJ PROTECT IN PLACE 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 disposition of existing improvements not noted on this plan. 3. 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. 4. See Details Shi 3A for Construction of Transitions between Phases " 0 C " / " 0 s .. 0 ' { " C w C E C 0 " C-3333 ! ,--------------------------~-------------------------,-----------------4--------------~------------,---------------------------l8 n 2 ~ PREPARED BY • 3187 Red Hill Avenue Suite 250 Cosio Meso, CA 92626 (714) 751-7373 Fox(714) 545-8883 CITY OF NEWPORT BEACH REVll IONS PROFILE SCALES 1-----------~----~-----~...j NO. DATE BY APPROVED HORIZONTAL 1" = 20' w z BALBOA BOULEVARD ~ 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 f--f----+--J.------+----------J.--------j ~ PLAN SCALE IMPROVEMENT PLANS ~ .. ffi 1/15/02 NJG REV TC & FL Pf OFILE, ADD LOCAL DEP 1" = 20' FROM 9+32.77 TO 13+00 ~ n'f'-r.::~=--:-::+~:-t-=--==~=-=~-:--::-=--±-:-=~--.::...::.-=--=-='----+-----1------~_:__---~~----------------~------_j~ e-'/4=s~ce+-1-'-2/_12:..:_/_:_01(..:.N..:...JG~R-=-E_V __:FL:..:_O_W_:_Ll__:NE~R-=-O__:FIL::::.E ____ --1------4 DESIGNED BY DRAWN BY: CITY OF NEWPORT BEACH R-5763-S ~ f--'-'M'-'-1_1 ~o /,_8:_,_/_0_I l-N--J:_::G-+-R-"E=-V_PH---=L_I N_::_E._; _B+--'LL._A __ RecD /._R--A_:_I L::_:_:R=-EF-----1---------1 CH EC KEO BY: DA TE : /,\ 9/20/01 RGS REVISE CURB A( CESS RAMPS PUBLIC WORKS DEPARTMENT SHEET 4 OF 96 CROWN LINE S'L Y T.C./F.L. ------ ' ' ------____ I ,.... <D '° ---- .11 ' 10.74' -----------+ L -31.88' L-3 .88' 13+00 14+00 CONSTRUCTION NOTES CONSTRUCT 2'' RUBBERIZED AC PAVEMENT OVER 3" AC PAVEMENT OVER 6" AB. BLOCKOUT TREE WELL . CONSTRUCT 5" AC OVER 6" AB WITH ASPHALT TEXTURING. 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 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. 3. SEE DETAILS SHT 3A FOR CONSTRUCTION OF TRANSITIONS BETWEEN PHASES 9 -C. 13.45' o.c. " " " \\OffSSION4 ,1 8.07' 6.16' 5.81' 10.78' 35.92' 0.C. n _ • V--0:::: l() .....,:a::: O.C, et:::lD a:::n :s:::~ f-3::0::::~ UN tn8 " " " " fv ~~ 25n co k ~co S:L.o COc.o ------ -------- L=35.88' L=3 .88' 15+00 PREPARED BY • CITY OF 0 N NEWPORT BEACH L= 4.99' 6 10.05' li O.C. 17+00 ~MES G1, (; < *co f------------------------------1No. DATE ~~ -'~0-~ {b -,, ~ ~ ~ 3187 Red Hill Avenue uvu 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. BY -----+--------+------+-------1--------+-------+----------l ---+f-----------+-------1-------f----------~·---- -------+------+--------+------. --- L ·vv.J/ -----·-·-- ----+---------+-------+--------+----· ----1 1----------------j----------j-------1 ------. ---------+ L 5.39' TOP OF CURB7 O.C. n_..._ ON o o.or--..o CO C.D Or---. 1--C.OOC.Ol.O ----;;.~"'cf-"''°:-\l~o:,t'l_cci--l,_,:;-l,co·~ r.o w + _,. + + ,.... ,.... r------------+------f---rs=il,=~,,~;.,,.,-;-=t1-t?,,..-,.-+----17--B0--------------------+--- s bLOW LINc~ 1-------'F~-=f.~29~%~-p-~ ~;!,.__-+-~&.00 n o_.........,fo o:J q ~q CQ -----"<j-o:JO:, to O °;) <D t'""J CO V ----t ;:; r---. . cir---. 0 .-,,__,, .-l.O II .-r.o (/) L=5.39' 0 <D , ... ~ -'-• , -1 1.-./1 ·- -5.0:+-+------ PROFILE SCALE VERT. HORIZ. 1 "=20' 1 "=2' 18+00 CONSTRUCTION NOTES REVISIDNS PROFILE SCALES APPROVED HORIZONTAL 1" = 20· BALBOA BOULEVARD w PLAN SCALE IMPROVEMENT PLANS N 0 ¥ E 12-31-01 ~ xp. =~~~ Suite 250 1 " = 2 o • FROM 13t00 TO 1Bt00 ;;;-r---r------t-----t-------r------------t-----1------~-----~----------------~---------l'"- o ¾;-" CIVI'--&c-~"' Costa Mesa, CA 92626 APPROVED DESIGNED BY: DRAWN BY: CITY OF NEWPORT BEACH R-5763-8 * SEE SHT 27 FOR GEOMETRIC CONFIGURATION OF RECONSTRUCTED PAYERS AT 1 .. = 20, , OF C ~1_\\\:i (714) 751-7373 Fax(714)545-8883 ffi 1 /30 /02 NJG REV CONST PHASI G AT MAIN ST. f-------------1 'a L ____ ~B~A~L~BO~A~BL~v~o-~/~M~Al~N~S~T~.~1N~TE~R~SE~C~T1~0N~(4~Lo~c~A~T1~0N~si). __________ ~G~R~A~P~Hl:c_s:c~A:L:E~•~~~-----~~~~~--~--------------------~-----~P~UB~L~1c~w~oR~K~s~oE~P~T.~----~D~Af~,--f~&~,~~-120-E;s~1~;oI1~-N~J~G]lRTuE~v-I~s-EC£P~H-A~s~EJ-L~I-N~llt~~~~~~~~~~~~~~t~~~~~~~~Lc:H=E~C~KE=D~BY~:i:DA~T~E~•--~-~P~U~B~L~IC~W~O~R~K:S~D~E~P~A~R~T~M~E~N~T __ ~s~H~EE~T~5~~o~F~9~6~~ N'L Y T.C./F.L. CROWN LINE S'L Y T.C./F.L. co 18+00 L-11.5 ' '' -:(,;;9)5' L5.9' .. l ... .. ~ 0 OJ ~ 0 g w «:i 0:: r,,.._ ---·- • • • I ., .. o.c. u.,." a,..!--. .L .24' . c. ............ 19+00 20+00 ._ ~-,;._•_ - -si":'••;J'·"'-:\,;_,.....,_~ •• ·::---~ ~ r ~~ ...... ,,~. J i I ! ---.•'"W;, ::;_( ~ ~• ---••oo.t-(:"c•,} ! / I / / / / /, ! f ···•.... ___ ,,~} .. ,,, •-~--~·::.::·::_-.... __ E:lwio/:CQN.,_ i ,,' ~i/:~J/-• ,,.f t/ /,' ij "';'.~• ' :--r..,.••• ---• .,, I 1n;:.~lff{Jc ' f?/4 co ' "' r--•· ·· "'--.-,:~1-·o -'--•~61.12 ••• nON f::; , , ~ '-'en' ,h? >< .::.-··-·~ . "· ' ~· · .c.._ ,.,. , ~ -• -··"'..J37: -,' :J.'. " f FLOIY LINE / 1 ~lrLLJ .--,f!, ,:ii'l:i.f --•~ pp -"-·-\ .·•,j ~ I ,-----, , 'i tr)co 2 f.0/ --• ..,.,. -. °'e,.___ i, tt-,:..,...,, {~ "'' • w ~ ,-.: a.. -... ....... _ --i~ ---t I : ,! I ½ ~ ! LO :z ~ ~ !:!} :.} .-= • ~ . .._ --___ ,,?'~/ '{;~~ _ fic5 { -] 1 ;;:; co""' 26 u a . 0 f'.'i O -' 26 --. 'u • ' r-, w110 I I I ' I N ~ U I---;, F= ....., ~S' {iJ QJ 26 • ..., LJJ --~'f ' ,.,, e ' • • i _ I . - ' -.... ~ ~ ,...._, ,!. ,-, _ ,/ ., ;;,,: >=1 ,_ ~ t:, ~ 0 --.\>! ~ . , ,-... r--1..lc • • , / ,· '· : , ~-1~ i SEE A ST. DETAIL l{) U U O ~ ... ~ t-:;:,,. =>-r_, ....,_ G .. ., ,.._. '' c:.;,i-· -~.._ ---c;, ; ~' ' HEREON 1 f.i3 m ~ m o o co· -~ CD CD 11 Jin ~ "'"5 (0 .:ii: "': -' cd a, 0 00 u u c_ u 5 m • ...: ~Iii ,/, f / i' ' CO N CO N · ,-. '-"'··--'' 7_1 ~ ~ QJ N ;_ QJ co gi w CD LL ,,__ m w ... ~ (f) ,-.._, f 1-W !:::J cl;;:!: !:::J ~ '° r--"!r--mr--·1·~is:;:J-=--'.f!u,J; ,1; ~ :;j 10 oo5°u!:;,n 00 ~ .+, ~· cf .'i:!': ;: .' EXISTING1-1/4"P\ICELEC.CONDUIT onr-..:~ di cilcb~;t~~ -~-/0 ""-,..&~~ ...... di+ ,..,"::;; o....,.cc tii 0 < v 1 1 11 ; { W ~ ~ ~ ;1j --~:--i.;::;,--=-i, ~ ~~--e '-'" ./'.(!-~ ~ ~ ~~ ~ ~ ~ ~i .;;.;:,--.;__ f:s.,i ,·!, J:'""•1:x1STING-1" .. WAJfR I .-...-...... ...... /Jo)...__ , .... • --~---, \ :' t',I c:o 10 m mN C Nm m--....!:...._,..~,..,,. . '.!.._IJ1-.A-' ,~ !1 , 10 --~"':.::. --~ '.i>,·-.. , -....L -""'· . ' .. • 19+92.82 I CJ) ' · ,. ' _ _ ,\• ,, . ., . \,lntt# . , ,( .,r ··:,. . •• "-._ "--. "-,_' \ 1~)J. 't)y)' / ; ~----.:BALBOA ·BLVD.= _) w Eu:,_'1',,--1---r. 1" ~:,'-;y: 'r};: ---f-1.tH j 1--=---v ~ 1'.> • ' -.. -r-i-£:.-,.,-·1..c.1--, :~,-·~ 'r =. :.._ ~ ~-;, ,' ,: I ;. ' 10+00.00 "A" -ST. ,1 W ~ ,,. . ·,' ~ Ii '1 .,,..lO '"' •ri; ''oo I' Ci 4~~ tJ I 7 • --Cl) := V-,/, "'2 L J 'J' ,~ ,~ ;:si-~--r::j •" ' ->• ~ :.. ' \ ~ 0 ~ I~ -===~;;;""---~ ~:.l!l ~ ss --0-~ + C12'~ uf;:~ ~fa~ J . 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PT. l2BJ • :-10'..:· ··,m• "'-. ·11+-'-l.CROWN lltv1:../"'""-·--z , e!} ~ ,C9 " y ib ~ ~ ~ i j5_,, 28 ~ ~ @) 5.24 FL -/ ~. / 37 -1 ~ 7.!._ ss • • • . _I .✓ -I co • a, '5 0 JS) "' E ~ ... \ / ' / /~ )l'j LINE r.;.:, \ MOC ~ I ,,, "" ;~-• I'~ c.,c~1, :~--: -1/l/,9-74.14"11"sT.-@-l 6.~.;·1<-.-,... - 0.,,. L ·.ig ., c1 ,, ~-.. .. . .u ........... 7;. .. ........ ,. ., . "·' 1 , N . • ... , , Cp, ~oA BLVD. xisr 0 , "'· ,,., 'i '\. , .. ,:. • ;\::;_•-·=· ···' !li:. 55•4359, .. W .. ~2717f:w-_;};;···,,. S/ -' ·?$.'.f~' • CURB 1-,_ ~ = · ., --..... ,, ,, /i' • ,'\. 'T ,, >.:u-,:; ____ ...... L;-''1~'' 1// q," (: _::--~ -1p)..EL.L ____ ,._ _ , ... , ~ ~ ~~ " i i ----< ~-,-,-,<:;-~; ~ '° : , •~ 1/ L ,, ,,.; ' 7 i\ ""'~ :_.,__---., --.:----- 0 ~ ::.3 .,; ~ ii ~"' i + f,l "' "' u ij ~ 10 I '(5'.4 ~ FL ' ;.•.";'I., INPHASEl ID a. '"'1->-~ lO ,, ,c,; "! -0, cl; 'le -"' ' r--I ~ § I ' , ' I o + ~ tD a:: 3:to .. :, o LO N --··-•• .._. ..... rn ~ iJ CX) I l I w 1 c I J 0 O ..... ......a c ...... u f, ~o .. 00::: 26 @26~ ~ ui Ut C.0 ,1;,.~")1 1 ti"• 1 ,,:. i I !£,? ~ ~ ~ co ~ t-·1! cr-r:i u • ....., N u ij N I· I ~ r I r-,. i -j .r, ...... ...... ...... (0 ..-:z(O tt') 1! 0) t-~ r.:;-: .::-.; a.;,-...~ i ('12,~ I l .. l""J 1 l ·e._,1°; cb di di + cl ffi + r,t) I §! + ct + ..,..! • ~ (.) t6 ~ C0 H I I fr> I I ·i t ..--.-~ !"". CD~ lO ,11 w ~ r.6 _co n o:: ..-;: -4; 9 ....J i 1: 1 .., 1-r • f ' -; -.-Q.. 0 ;;t-OU.. 1 <C N I I • ' PHASE 3 I i ~ iRi~ : [[f, 9'1 z :wl ,/ ,,I ~ ili I L .... ,, -.. • ..... · -, i i i 1 ,·-. · .... ,,_, ·~,~--; .-1 l r 1 ·1 • ! I ,i - • / "A' ST. 10+61.12 (9.5' LT) / JOIN EXIST FL l 4.81) FL • i // i / "A" ST. 10+61.12 (15' LT) / DIN EXIST ALLEY l5,14) FS \ ! ! ' SCALE 1" -10' ... . . I I f I i i ' i ! LINE TABLE PROFILE SCALE VERT . HORIZ. 1 "=2' 1 "-20' CONSTRUCTION NOTES CD CONSTRUCT VARIABLE THICKNESS A.C. LEVELING COURSE. 0 PROVIDE AND INSTALL FABRIC GLASSGRID 8502. © CONSTRUCT 2-INCH THICK RUBBERIZED A.C. FINISH COURSE. © CONSTRUCT 8-INCH THICK P.C.C. CONCRETE ROADWAY PER CNB STD-108-L AND STD-109-L OVER 4• AB. 0 CONSTRUCT lYPE • A" P.C.C. CURB ANO GUTTER, 6" MIN. TO a• MAX. CURB FACE PER CNB SlD-182-L (CURB HEIGHT VARIES PER PROFILE). ® CONSTRUCT lYPE "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 ® CONSTRUCT P.C.C. ALLEY APPROACH PER CNB STD-142-L, lYPE "C" (MODIFIED). @ CONSTRUCT STANDARD 8' WIDE CROSS GUTTER PER CNB SlD-185-L @ CONSTRUCT CURB RAMP PER APWA SlD PLAN 111-2 CASE D, lYPE 2, @ CONSTRUCT CURB RAMP PER APWA SlD PLAN 111-2 CASE A, lYPE 4. @ CONSTRUCT PARKING METER POST PER CNB SlD'S 920-L/921-L/922-L @ CONSTRUCT 2• RUBBERIZED AC PAVEMENT OVER 3" AC PAVEMENT OVER 6" AB. @ BLOCKOUT TREE WELL CURVE TABLE CURVE DELTA RADIUS LENG1H TANGENT C1 38'21'05" 6.00 4.02 2.09 C2 38'21'05" 4.00 2.68 1.39 LINE BEARING LENG1H C3 36'52'12" 4.00 2.57 1.33 L1 N73'15' 43"E 4.84 C4 36'52'12" 6.00 3.86 2.00 L2 N31 ·31 'oo"w 3.33 C5 77'12'14" 15.00 20.21 11.98 L4 N34'31'37"E 9.32 C6 87'20'36" 13.00 19.82 12.41 L5 N60'24'31"E 8.00 C7 82'49'09" 5.00 7.23 4.41 L7 N31.25'340"E 8.63 CB 82'49'09" 3.00 4.34 2.65 LB N01'42'47"E 7.37 C9 22'53'24" 3.00 1.20 0.61 C10 20'19'11" 3.00 1.04 0.54 C11 102'54'49" 4.50 8.08 5.65 C12 77'05'11" 6.00 8.07 4.78 C13 90'02'07" 10.00 15.71 10.01 LEGEND C14 1ao·oo'oo· 6.00 18.85 - C15 12'12'59" 55.00 11.89 5.97 ~ LANDSCAPE AREA . i ~ l ~ ' f ! I F""~;;;~;--;---------,-;::~~~;:-;-;;;~:;:-;:~~---r------==-=±==-=:-------r----::::-::=-::-:-:-:-::-----.--------~C~3~33~3_Jf PREPARED BY: CITY OF NEWPORT BEACH }---,---,--,-----=R..::E:.:Vl:.::H:i:,:.IQN:::.:.::S=._ ______ __Jl--__:p_:_:R:..;,_QF-=ILE:,..S:,:C;.::AL=ES~-l 0 ; 0 ; NOTES: 1. SEE DEMOLITION PLANS, SHEETS 19 TO 26, FOR DISPOSITION OF EXISTING IMPROVEMENTS NOT NOTED ON THIS PLAN. 2. STREET IMPROVEMENTS l'IILL BE CONSTRUCTED FROM BOTH PLAIN AND PATTERNED AC AND FROM LITHOCRETE, COLORED PCC AND PLAIN PCC. SIDEWALKS 1'11LL BE CONSTRUCTED OF UlHOCRETE, COLORED PCC AND PLAIN PCC. CURB AND GUTTER 1'11LL BE CONSTRUCTED FROM COLORED PCC AND PLAIN PCC. SEE SHEETS 27 TO 34 FOR LIMITS. 3. SEE DETAILS SHT 3A FOR CONSTRUCTION OF TRANSITIONS BE1WEEN PHASES ~ 1p q ~ ~ E::':':::~~==5=:::====1 GRAPHIC SCALE: 1 "-20' NO. DATE BY APPROVED HORIZONTAL 1" = 20' , r6) (<;:l fa' fYlv /),. (<;:l THIS PLAN 1s SIGNED BY THE cnY OF NEWPORT BEACH FOR F+.:..:..:..:+=.:...il-----+------~.'...:2.'.~::.l BALBOA BOULEVARD /~-U--~ ~ LJVLJ ~ ~ CONCEPT AND ADHERENCE TO THE CllY STANDARDS AND a REQUIREMENTS ONLY. THE CllY IS NOT RESPONSIBLE FOR PLAN SCALE IMPROVEMENT PLANS ~ 3187 Red Hill Avenue Suite 250 Cosio Meso, CA 92626 (714)751-7373 Fox(714)545-8883 DESIGN ASSUMPTIONS AND ACCURACY. " GJ ~ .. 0J_ 1" -20· FROM 18+00 TO 20-f-4151 ~ APPROVED \(illj-t ~ B-11-o) ~=r===c=t======j==========t====jh,DmESl;;:;;:GN;;::;;EO~BY;;;:-: ::;..;DRA~W:;;--N -;;;;BY:--: +-C-IT_Y_O_F_N-EW..:.P.:.::O::R:..::T :.:.B=E..:.AC=-H~=-R-5_7_6-3--s_Ji PUBUCWO~S DEPT. DATE l---t---+--1--------1---------..l----_J CHECKED BY: DATE : f--------1° PUBLIC WORKS DEPARTMENT SHECT 6 OF 96 I N'L Y T.C./F.L. CENTERLINE 4.00 - 5.00 4.00 - -;.:...::_ .. . O.C. L=16.71' ---__ -___ ,;; ---I - - - - - - -.j-_ ---~,--- PAVEMENT-____ _ ..: ----2.40• : _:23.50' 0 C. --12.55' 3.48' -f-.. -co ..., -.vv <O I') ti [D 10 LO ~· I , 7:85' I V• • I ·UV·· 'V lfl-l{)l.0-l")lO ,-., '""' ---•·-, w • ..-V ----,-· · · "" · • . 71' -,C. -(l:'.l')-N-- I -31.42' - o.c. - ~ A/4 t.;4 ii) 0 . I') ll:'. CXl-.COU-IO ,ti w ·--' . . ---... -.. - -4.00 -4.00 . ---· . - ,._. • • ~ , __ ,_.. 0 -LO~ -u ~ ,~ /4 ,~ um o --0 Nm-.t-_"-10 / -· ;!-:::; [D lli ,ti ,ti iri,ti· co iri m iriG'.j -u + d _ <Dbl,, N '<f Ill -.t -;::j N '<l',tiz C: ---N -[_ __ _: _ ___( _____ ._i_--1-----+-_:_ i_ -+I-~'~--~_;f;L-:..---l-~,":;~. ~-=-,~_-_:--___ •:..•--~--c fil:---)'.._ __ ~"'4-~':£~-1--:..· ---1-:..-------+-----_:-l.:..__.:.._ __ --+-----+-----~f-'~C,iC)~·4':'.'J•-jj8~--------+·1·[_ r--=-T~O:!'.P:._:O~F~CltR~B~-~C0~.:.._~--1COH-.:.._-----l---~N~i;;;;,~,,io~g~--t----H--:iF-:-:-:-:--f-~-~-:-_:--ts;;;o&ll&'.::+i:~l;::::;!;:=~:::j:-~--:-:-:-:-:j::--:-:...-· --i -6.00 ...... .... +--◄ ➔--· :,--t-◄ !) .. -.. "' . . • S'L Y T.C./F.L. 2+00 _,_ LINE TABLE LINE BEARING LENGlH 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 CURVE TABLE SEE SHEET 10 PALM ST. ' Dl I_' PALM ST. SEE SHEET 10 NOTES= 3+00 " --- • o - L + '~ -J; .a: --" u -.i-FL W: LINE_/ en ----o--: -. -,,__tLUW L "~ 8+ ooo --_, ,ti _ ---"1 LO ,-, ~ -;-.J W '<!' 0 -·-:··_:· I') co ~ ----- ------·· ---A 1u 11~1r •• • Jl ~ :; ~------~·+CO ~ "U1 LO - 4+00 PHASE 3 CURVE DELTA RADIUS LENGlH TANGENT 1. SEE DEMOLITION PLANS, SHEETS 19 TO 26, FOR DISPOSITION OF EXISTING IMPROVEMENTS NOT NOTED ON TI·US PLAN. 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 22'59'56" 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" 2.75 8.64 - ca 1ao·oo·oo· 3.00 9.42 - C10 90-00'00" 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 1ao·oo·oo· 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 UTHOCRETE, COLORED PCC AND PLAIN PCC. CURB AND GUTTER WILL BE CONSTRUCTED FROM COLORED PCC AND PLAIN PCC. SEE SHEETS 27 TO 34 FOR LIMITS. ,p 0 PREPARED BY : 3187 Red Hill Avenue Suite 250 31 CONSTRUCT 6" PCC, 4" AB SIDEWALK / DRIVEWAY. CITY OF NEWPORT BEACH REVSIONS 1-----------------------iN..:.O~. __:D::.:A..:.T:..:E=-.j_B::::Y..:....i.-----f--------+A_P_P_R_o_v_E_D-; 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. PROFILE SCALES HORIZONTAL 1" = 20' PLAN SCALE 111 = 20' DESIGNED BY: f---l----l----+-----f----------t----------i DRAWN BY: PROFILE SCALE VERT. HORIZ. * e 1 "= 2' 1 "=20' CL INT 7+50.20 -• EAST BAY AVf..= ' _11+23.67 MAIN ST. --.----,, -... LEGEND LANDSCAPE AREA BORING LEGEND : ~ DYA BORING LOCATION. ~ CORING LOCATION BY OTHERS. C-3333 EAST BAY AVENUE IMPRO\J EMENT PLANS RlOM .+67.10 TO 7+50.20 R-5763-S GRAPHIC SCALE: 1" 20' Cosio Mesa, CA 92626 (714)751-7373 Fox(714) 545-8883 APPROVE~;\~rt~,,, < t£> -0),.0) PUBLIC WORKS DEPT. DATE f---+---+-+----+-------+-----; CHECKED BY: DATE : CITY OF NEWPOf T BEACH PUBLIC WORKS DEPARTMENT SHEET 7 OF 96 I " 9.00 N'LY R/W 8.00 9.00 - FLOW LINE 8.00 oo J" 1-o II r--r= o st co ·z· -.. '---.. .... ::c ... ----~. ·./ - ~ <Xi 0 lO~ . ---------._, ......... ... 0 I{) <Xl -0-(0 r-.... -0 (0 ~ S 0. )U7• ·= .. ~---· ~-~ -.1-_ ~- 00-,-.. 0 <Xl r--• • <Xl 0 <Xl CO + co . . 0 "' ~ co + Q I{) \_ e EXISTIN( r PROPOSED F @ CL + co EDGE OF ALLEY • h---- ~ <Xl ~ § \ . .. i L EXisTING • 'l ® cL e -...... ... . S••0.67% -- 0 ,..,,_, m b w.. :;j. ro r= +-~ r-,. X . w - -:: . --. I · J-1· 11 t-! co · z ;· (/)CC?· _Ju.I z u:::J 4!_ . <(:. O)~ ai ui -~ ~ -- . I'-ct), -9.00 ... - N'LY R/W -8.00 -8.00 L------~-------k---=-·-. __ -_:::::~--:::.--:_ .. __ ·:l_~ __ • ----·--·:_·~-§l-~~t-__ :_·::::· ____ ·:_· i .. :_. -=----::::--~:i!il• ·-~:s~· _J~-------· ·+'·------~:~-.:~,_ ___ ·:_· -~--~ ~~~----g!~'!~~-4~-~~~-----l-------~2M~~:_·_:_·_+~----+------~f-------+-----.:.-::::-J------+t--------+----t:-·t----:-t:-· ___ t-· _:_·~-~"1-. -· ·_· -. ~~----. -~----:---:-. _ .. __ -r __ --.,,~-4----1-7.oo in --..... :+.._, co (0 m O cim + ... . "t0 • • • F PR0P0 ED EDGE ~ ~ Ost 0 r---= .:.t m ro ----co -~ -FLOW LINE t0 •• •• .. ... / ·oFALIEY-· .I! co 0 "' 0 CO S'LY R/W Ir I 9.00 5+00 I ; I C ,q_ IJ.1 , ' SEE SHEET 11 WASHINGTON ST. 1; l Ji+ f-1 -=i~l 1 V i, i i I i i 5+50 ----s --J....-.- - -.,..i..,--t--l J~\ I\ 6' I , I } ' i I . j ,......,, i WASHINGTON ST. SEE SHEET 11 CONSTRUCTION NOTES I I I I (D CONSTRUCT PCC ALLEY PER CNB SID-140-L, 141-L AND 142-L. NOTES= 1. SEE DEMOLITION PLANS, SHEETS 19 TO 26, FOR DISPOSITION OF EXISTING IMPROVEMENTS NOT NOTED ON THIS PLAN. 2. STREET IMPROVEMENTS ¼1LL BE CONSTRUCTED FROM BOTH PLAIN AND PATTERNED AC AND FROM LITH0CRETE, COLORED PCC AND PLAIN PCC. SIDEWALKS ¼1LL BE CONSTRUCTED OF LITH0CRETE, COLORED PCC AND PLAIN PCC. CURB AND GUTTER ¼1LL BE CONSTRUCTED FROM COLORED PCC AND PLAIN PCC. SEE SHEETS 27 TO 34 FOR LIMITS. .. . .. .. . I - i ' I ' ( \_ E ~STING EDGE 6+00 DISPOSmON NOTES S-0.76% 6+50 BORING LEGEND : <Xl co . + ......... --.. -. co 0 ;t .... 7+00 7+50 PROFILE SCALE VERT. 1 "=1' HORIZ. 1 "=1 O' I I I I I I I .1 I I I I • -9.00 S'LY R/W a+oo ~ B a ~ LEGEND ~ I 10' 5' Q' 1p' 20' 5- 0] PROTECT IN PLACE 4 CORING LOCATION BY OTHERS. □ LANDSCAPE AREA ' • GRAPHIC SCALE: l"=l0' t ~------------r-------------,---------l-----------r-~;;-;::-;:;~--i----------C_33_3_31 f PREPARED BY : 3187 Red Hill Avenue Suite 250 Costo Mesa, CA 92626 (714)751-7373 Fox(714)545-8883 uvu CITY OF NEWPORT BEACH l---------------------~NO. DATE BY REVlf IQNS PROFILE SCA1~--1' ALLEY 256-U io~ APPROVED VERTICAL THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO THE CITY STANDARDS ANO REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. APPROVED~~~ C/o"CJ)"'b) PUBLIC WORKS DEPT. DATE HORIZONTAL 1" = 1 O' FROM 5t11.48 TO 8+65.03 I PLAN SCALE 1 • = 1 o' DESIGNED BY: DRAWN BY: l---+---+--+------+-------+---4.. __ P'-'.~H.'---~f----'C=.N~•--, f---+---+-+-----+--------t-----i CHECKED BY: DATE P.H. 02 13 01 , IMPROVEMENT PLANS ~ CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT " R-5763-8 i SHEET 8 OF 96 I " . \ ·--........... _ _,,. ___ -- -• •• •,1·-._ .... -; lt"il t· •• ---· I .. ~ I I I/ ,. ., __ _ _co :; - r-•-.:....:. •••• ---- . .. -. -.. -- • :;,o,,,·u • ,. .. ,. --,. ... -11 - 10+00 BALBOA BLVD. SEE SHEET 5 '. :, ·, ' ' ' \ ' \ ' ' ' \ \ \', ' ' q I'·· ' \ \. I \ \ ~. I \~ al I, ~\ \\ • \ I , I ' ' \ I I ' CL INT 10+00 ALLEY 221 - +u2.1u BALBOA BL VD. ?.i \ . ,;... 0 -· lO "ic) • O? Li. r-.f2·10· ,,, r- Ol lO ·-+~ ·' \. \ ' \ ' - ' \ ' ' \ ' \ BALBOA BLVD. SEE SHEET 5 CONSTRUCTION NOTES CD CONSTRUCT PCC ALLEY PER CNB SID-140-l, 141-L AND 142-L 1. NOTES: SEE DEMOUTION 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 PAmRNED AC AND FROM LITHOCRETE, COLORED PCC AND PLAIN PCC. SIDEWALKS WILL BE CONSTRUCTED OF UTHOCRETE, COLORED PCC AND PLAIN PCC. CURB AND GUmR WILL BE CONSTRUCTED FROM COLORED PCC AND PLAIN PCC. SEE SHEETS 27 TO 34 FOR UMITS. GRAPHIC SCALE: 1" 1 O' S 0.45% z 5 .. -, S-0.08% !;; X w z 5 '" -, ON 0 ,,, d t0 o~ • lO 0 tO 'Z '-' .. --Z oo d<O 9 01{) a,··· iri iri st-,:::-:,: . --·-. . :z 5 --:;. -,_ ._ -o -, N •r<>lD· ---a. --G-40G;c-1:.---~if+-t---~ ,r<> ~:,.i,!::·-'· ·½-~-·-1------l-----· -_···_···-1-· -------1--1----------1-------1----------I-------!-·-· __ ·_-·_--I----·-· _· -___ ··--1· 0 • • ••• ..S.""7.87% ~ _ -· _ ·: ... :/· •. ••.• OF AU EY ~ ~ ----~.· - -X S 048% -- oo ON ON It) lO " <D + '-' ,,, e r PRoPoi :o FL @ cL I OCI N N lO IX) <D +'-' --- co ,. .... J:: • IX) _,. IX) • D.. O> lO ± ._,.~ 0 ......... --. 0 IX) "'" • o:J z Qui~ S=O; J4%_ ... S"-0.00% . z i..: (/) X \ -'--EXISTING EDGE . OF ALLEY ---6~ • • d ' :---""'-z 0 -, ... a I__ PROPOSE EDGE ~ OF ALLE' ~ co lO . VJ ~ ._,. (/)F G'i G'i 0 z -, --;.. -·-- • • • "! ... -i ......:i''i•"i ......... --•• -II 11- ..,;,,;i ,~., ,,..,;;;7t,ilii' • --I I 1/ tY . PROFILE SCALE VERT. HORIZ. 1 " 1' 1 "-1 o' 10+50 11+00 11+50 12+00 EAST BAY AVE. SEE SHEEl 7 ; 6.25' r 20'i l , 20' : \ 40 ' I ·-·.. I I t : EAST BAY AVE. SEE SHEET 7 LEGEND BIi LANDSCAPE AREA BORING LEGEND : + CORING LOCATION BY OTHERS. r ~ ~ ' ~ !, ~ ' i C-3333 f r:===-==---------------r----:-:=--:----:-::-:--:-=-~--------r--------+---------,--------,;------------=--=-=-==-i'" 2 PREPARED BY: CITY OF NEWPORT BEACH REVll:IONS PROFILE SCALES i 3187 Red Hill Avenue Suite 250 Cosio Meso, CA 92626 (714) 751-7373 Fax(714)545-8883 uvll 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<fil_~,,._____ PUBLIC WORKS DEPT. DATE ALLEY 221 j FROM 1o+oo TO 11+53.49 ~ NO. DATE BY APPROVED VERTICAL HORIZONTAL 1" = 1' 1 • = 10' PLAN SCALE • 1· = 10· IMPROVEMENT PLANS ~ H--t--t----t-----t---t-=~~~~+----------r----------1:"' 1----+---1---+-----+--------1-------1-D~Es"""'1Gf"".R"'--~ =BY_, 1-D_RA_;:w~=-NBY,_. '----1 CITY OF NEWPORT BEACH 1--R_-57_6_3_-s---"t 1------+-----;e----+-------l--------------l'------l CHECKED BY: DATE: PUBLIC WORKS DEPARlMENT P.H. 02 13-01 SHEET BA OF 96 t CURVE Cl C2 ~, 7 oc• 011 ·,-•• , -• ---·=:· •.:....:..:. -· •• i-I •-•'-'•/.I .1-. --... -. -::.:· --:..·· :...··. C)C::, (/J -3 7.85 W W .._.v:1~ C) ...i-,1v ~ G) X __ (OU) (X) -CD·· CD-v .• oj(NlO W(O·-•· <O CO + O> , , a·· f"')· co .. --,-... -m -to , <!> a::: <!> u IO CD • -I... ___. d CO~d CO~ = ~ 0 -+ ~+ m 'fl<» II "' V) , 0 0 + <C CD ----,.-- -■-- ...;.:,;;--- • -, ·---- ...;. -:..-___ ...., -------- ,.,-.;:~...;..;;... , ..... -. ., _, •-•--•/• ..... . .. . .;. --'-' ... I L..I I Lll'IL... 0 t l l!l IXl II II ~ Z z v N a!...: O> 1 --------1 -----------j----------+-----t------l--------+-----!o~!.J--J----J.--_.+ + UJ "VJ IXl ,_ = ...: II U II -,i .. · ..... ··_-• _ . . _ _ ~ < ,. .. llP7lrN:j:JR!J-:,-GGl:;'-:i.~ .. 7. i __ ~:'.1fll'-;:;;(';11..,,i--~,~:::::_!-f.''tm~-~+,---f---------t-------j------+-----+-----+------Hf------f-----+-----+------j---_ ---f-_-_-----j .... ."........ + .. ~N~-IXl . ····•· ··•••••• i--------t------+-----+------1-----_--+----"· ·;,e:e·.::e··-1-----· "':.++-. -. +---+--+---+--4."'~~~si:~;~· ~~hk;°'o:i~4'~:n---_ _:__ +-iR'" .-.-==---+--_:_--+---.0°"~"--J.------+------1-------1------l...l------.:.1_:__:__:_ ___ ·.J_ _ _:_ __ __j~·· _:__:__:__:_··.:.:_ .J_ _ _:__:__:_.::.:i:..:..:.:_=_:__:_··.:.:· .:::.J·~- r<) ~ 0 00 l-" oo• 0::: IXl I'-(:il O l!l • • . . ,. , --·- BORING LEGEND : LEGEND -$-DYA BORING LOCATION. + CORING LOCATION BY 011-IERS. ~ LANDSCAPE AREA CURVE TABLE DELTA RADIUS LENGTH TANGENT so·oo·o8· 5.00 7.85 5.00 89"59'52" 5.00 7.85 5.00 2,0 . . I;;; I . I I .>J./ I ........ 7+00 1!) 9 2.0 GRAPHIC SCALE: 1"=20' ..;,;. ·...:...: ....,_...,..., - . il ' , I ., 4.0 • . 00 .r-- -... (X) r-- 26 a+oo .... + 1~,n ~ UO> N .o ~ 0 t0 l!l I'-O O'C O> O> s,,,1. 16~. ro T + "2 w-i oo-;;-.,; oo q °' '? .• C! r;li ~ "! . ..;. ~ '-FLOl LINE CX} 0 q "' r--+"' 00 00 • ro + vi+ ~ ;::TOP OF CUF 3 °' v '° /Jliii -oo u: • u S""1.4o. oo joo v• . ••.. • ;:j + ~ + [g<t>~CD;;!; "-"· ,,. II °' ._m + r--o«i • . a::: ----u o ----ro 0 :isg.~ <ii ri ':2 ~ 00 r-- . , . 5 w ex:, O> * r--,. 0 0 .,; ex:, :;:: '. 0 n:: ex:, u te)W ex:, <!j + + . IO r--+ r<) 0) r----~~ 8 ~ g. 0 0 ti:j ·-·~g")ioO-~°"g~ ~::._• ~g 9+00 10+00 ..... re • v T I"' .,..-I • • • . . . ., . . . A A- -·-- © 0 © PROFILE SCALE VERT. HORIZ. 1 "=2' 1 "=20' CONSTRUCTION NOTES CONSTRUCT 8-INCH 11-IICK P.C.C. CONCRETE ROADWAY PER CNB STD-108-L AND SID-109-L OVER 4" AB. 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 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 sm·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 Will-I ASPHALT TEXTURING. NOTES: 1. SEE DEMOLITION PLANS, SHEETS 19 TO 26. FOR DISPOSlllON OF EXISTING IMPROVEMENTS NOT NOTED ON 11-IIS PLAN. 2. STREET IMPROVEMENTS Will BE CONSTRUCTED FROM LllHOCRElE, COLORED PCC AND PLAIN PCC. SIDEWALKS \\1ll BE CONSTRUCTED OF LllHOCRElE, COLORED PCC AND PLAIN PCC. CURB AND GUTTER WILL BE CONSTRUCTED FROM PLAIN PCC. SEE SHEETS 27 TO 34 FOR LIMITS. • i 9 iJi * 0 / !5-, t • f C-3333 ; r------------------.--------------------,-----------1-----------~----------,---------------_;_..:..::...:._-1, i PREPARED BY: 3187 Red Hill Avenue Suite 250 Costo Meso, CA 92626 (714) 751-7373 Fox(714) 545-8883 uvu 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 Cl'fY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS ANO ACCURACY. APPROVED ~~?-::::v PUBLIC WORKS DEPT. DATE REW IONS PROFILE SCALES NO. DATE BY APPROVED HORIZONTAL 1" = 20' PLAN SCALE PALM STREET IMPROVEMENT PLANS ~ I • / • FROM 7+65 TO 9t68 i 1" = 20' :i.:i r-111t-----t------i------h=;;:::::-;:::-:---r:=,:-:::-;--+----------,r--,--:-----l0 f--+---1---+------1-------1-----1 DESIGNED BY: DRAWN BY: CITY OF NEWPORT BEACH R-5763-S ! f-------1'~ f---f---l'----l-----+--------l----1 CHECKED BY: DATE : PUBLIC WORKS DEPARTMENT SHEET 9 OF 96 ii : .... J, .. -... --,, i,ol,,-.: -,--.- •• --I •-•/ • --•-• ·-;a ..... ..,. ,.;,. -1.-. I --I I_ -_•/ I •-• ""•-- ... ,.;.·;,;;,.: .... ·-- --.-.-... ---,, __ ...,. 0.30% · "~ r<> N + 00 0 in -~ ----.... --.~:1.~~ o.c. '¾ --'¾. ¾ ,__ ' .;.;i.;;;; .:.. -L... '""-'-'. :S=U. 5% ----.. _ O'> D --.l \ \ 'O, o·· . , ~+-0::: ._., t.) ..,, "I""'"'. LU_ . ·-o. ~ i ~._ij,. t., ___ l'~--t · .. •,' \ ·/ ~ ~ --"'. ~ --.-~ ., \(" , • • \ " I\~ ••• -]~ W CL~-----;;: s G ; -·:.::-· =~~,; ' , -·n-o, ~ ~ - en ::...-----a . 1 _·--~~-~ .\ ·-~ ~:'fs, \~~~-'?. .,_0~ 01.'IO· ___ _ \ \ \ , 'i' , o' I' ' E~s"'I a....., -::,' \. \ , \'O. , ,,.-. \' ' -7'l .,-'·-r . 1 -1' .\ ._,.-,\ \ .\ I CURVE TABLE CURVE DELTA RADIUS LENGTH TANGENT Cl 89'48'48" 10.00 15.68 9.97 C2 90'13'28" 20.00 31.49 20.08 C3 90·00·00· 8.00 12.57 8,00 NOTES: 1. SEE DEMOUllON PLANS, SHEETS 19 TO 26, FOR DISPOSITION OF EXISllNG IMPROVEMENTS NOT NOTED ON rnIs PLAN. 2. STREET IMPROVEMENTS 11,lll BE CONSTRUCTED FROM Born PLAIN AND PATTERNED AC AND FROM LITilOCRETE, COLORED PCC AND PLAIN PCC. SIDEWALKS 11,lll BE CONSTRUCTED OF LITilOCRETE, COLORED PCC AND PLAIN PCC. CURB AND GUTTER 11,lLL BE CONSTRUCTED FROM COLORED PCC AND PLAIN PCC. SEE SHEETS 27 TO 34 FOR LIMITS. BALBOA BLVD. SEE SHEET 4 ~ g -\_FLOW LINE . U') - o m-• 0 00 .p·m. . ..-.. - ,;..-:n. ---• 0 0 d N + I') ::: lO 00 0 00 Q ui + . 12 57' -I C C .. I 9:=· a:::~~- . s .49% -- "<j-,...... 00 <D + <D 0 ,,.; '-EXI TING GRADE AT ( ·O 0 ·--···friw ~ o-0 "? • I!) 8 0 0 d 11+00 0 0 ...: ' S"0.40% • \_FLOW LINE PHASE 3 PREPARED BY : 3187 Red Hill Avenue Suite 250 Casto Mesa, CA 92626 (714)751-7373 Fax(714)545-8883 uvu . S 0.53% • ...-.:;....-. , ·--.- --·-- 0 + N - _ 15.68' _ 31.49' 0,0, .. •• !!'i 11.i ~ o.c. G:l "<I; I!) N I') en I') + N (/) <C w ----s-o. 8% -~&~ ·O c.o .. N "<I-,,.; .<Xl ~TOP Na,·. + 00 -I') .f . ..-......... JF CURB (CF VARI 0S) S 0.41%.: .. S 0:23%· 0::: u ON + en·· N .i . ..-_ ..... -- ~ ....::.. -- I•-- i ' , ·-- . __ -•---s-I I_.-•/ I • -• _ ---·----- PROFILE SCALE VERT. HORIZ. 1"=2' 1"=20' 12+00 13+00 14t00 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. APPROVED~~'~' er:i-o~l PUBLIC WORKS DEPT. DATE REVSIONS NO. DATE BY APPROVED 2,0 PROFILE SCALES CONSTRUCTION NOTES CONSTRUCT 8-INCH TillCK P.C.C. CONCRETE ROADWAY PER CNB STIJ-108-L AND STIJ-109-L OVER 4• AB. CONSTRUCT PLUG FOR ABANDONED DRIVEWAY PER CNB STIJ-165-L CONSTRUCT TYPE "A" P.C.C. CURB AND GUTTER, 6" MIN. TO B" MAX. CURB FACE PER CNB STIJ-182-L (CURB HEIGHT VARIES PER PROFILE). CONSTRUCT TYPE "B" P.C.C. CURB PER CNB STIJ-182-L CONSTRUCT DRIVEWAY APPROACH (MODIFIED) PER CNB STIJ-160-L CONSTRUCT 4-INCH P.C.C. SIDEWALK PER CNB STIJ-180-L CONSTRUCT P.C.C. ALLEY APPROACH (MODIFIED) PER CNB STIJ-142-L CONSTRUCT 4' 11,lDE CROSS GUTTER PER DETAIL ON SHEET 3. CONSTRUCT CURB RAMP PER APWA SID PLAN 111-2 CASE A, TYPE 4. CONSTRUCT 3• TillCK AC PAVEMENT OVER 4• AB. CONSTRUCT 3" TillCK AC PAVEMENT OVER B" AB. CONSTRUCT LOCAL DEPRESSION PER CNB STIJ-304-L AND DETAIL ON SHEET J. CONSTRUCT PRIVATE DRAINS TilROUGH CURB PER CNB STIJ-184-L BLOCKOUT TREE WELL CONSTRUCT 5• AC OVER 6" AB Willi ASPHALT TEXTURING. DISPOSITTON NOTES IT] PROTECT IN PLACE. BORING LEGEND : LEGEND -$-DYA BORING LOCATION. -$-DYA CORING LOCATION. LANDSCAPE AREA + CORING LOCATION BY OTilERS. ,,...,. 19 Q 20 49 GRAPHIC SCALE: 1"=20' HORIZONTAL 1" = 20' PALM STREET IMPROVEMENT PLANS , ' I ! :§' • i-,-,--t-----t-------t---~==~1:-:--.. ,=.;2;;0·::;;;'7"~-l--------FRO--M-1_o+34. __ eo_ro_13t_.,,"To ______ ..f! r--+---+--l----+--------1--___jl-D-ES_IGN_E_D _BY_: 1-D_RA_wN_B_Y:---l CITY OF NEWPORT BEACH r--R_57_6_3_-s---Jt PLAN SCALE l---+----!>---+-----1--------1----l CHECKED BY: DATE : PUBLIC WORKS DEPARlMENT SHEET 1Q OF 96 i ., ' -'' ' - - CONSTRUCTION NOTES © CONSTRUCT 8-INCH lHICK P.C.C, CONCRETE ROADWAY PER CNB SlD-108-L AND SlD-109-L OVER 4" AB. G\ CONSTRUCT TYPE • A" P.C.C. CURB AND GUTTER, 6" MIN. TO 8" MAX. CURB \!..J FACE PER CNB SlD-182-L. (CURB HEIGHT VARIES PER PROFILES). © CONSTRUCT DRIVEWAY APPROACH (MODIFIED) PER CNB SlD-160-L. ® CONSTRUCT 4-INCH P.C.C. SIDEWALK PER CNB SlD-180-L. -----.. - ® CONSTRUCT P.C.C. ALLEY APPROACH PER CNB SlD-142-L, TYPE "C" (MODIFIED). @ CONSTRUCT CURB RAMP PER APWA SlD PLAN 111-2 CASE D, TYPE 2. @ CONSTRUCT LOCAL DEPRESSION PER APWA SlD. PLAN 313-1, CASE G AND DETAIL ON SHEET 3. @) CONSTRUCT LOCAL DEPRESSION PER CNB SlD-304-L AND DETAIL ON SHEET 3. @ CONSTRUCT 6" PCC, 4" CAB SIDEWALK / ORIVEWA Y. @ BLOCKOUT lREE WELL. @ CONSTRUCT DRIVEWAY APPROACH (MODIFIED) PER CNB S10-161-L. BORING LEGEND : -$-OYA BORING LOCATION. -$-OYA CORING LOCATION. NOTES: 1. SEE DEMOLITION PLANS, SHEETS 19 TO 26, FOR OISPOSlllON OF EXISTING IMPROVEMENTS NOT NOTED ON lHIS PLAN. 2. STREET IMPROVEMENTS WILL BE CONSTRUCTED FROM BOTH PLAIN ANO PATTERNED AC AND FROM LITHOCRETE, COLORED PCC AND PLAIN PCC. SIDEWALKS WILL BE CONSTRUCTED OF LITHOCRETE, COLORED PCC AND PLAIN PCC. CURB ANO GUTTER WILL BE CONSTRUCTED FROM COLORED PCC ANO PLAIN PCC. SEE SHEETS 27 TO 34 FOR LIMITS. CURVE TABLE CURVE DELTA RADIUS LENGTH TANGENT ' ' ...... ---.. , --- ---.. ·- I 8+58.00 I 8.12 FS O" CF , I 8+72.00 1-1--~><-v~ .• +i,:iii1s:~fS~O'i/feCf:F:_ __ ------ -.~ ST. ---·- I DETAIL "B" SCALE 1"=10' LEGEND lti::~tl LANDSCAPE AREA . ._., ..... :-.: -·-- ------,· ..... ---- , ·-- ._, __ _ ......... , ·-- ,...,,_...,,_ • Io 0/ 1_ o --•-- b ·Ol '1:· 0 NOl ~!') ·m ':':'ro 0 . . tO -.--_It t=: :.: ,,ro co +~t/l+';··+'<I" ,.....,, ·,-.oci ,-.aj ----.,-, - 0 IX) d oci Ob iO ci 'f . --ro + .... I --- ~t-i[) IX) <D IX) + ai Q IX) a oo 00 " Ol IX) a a ~ IX) ••••••• : •• • -FLOW LINE c. f;l · .: JD · ~ 0 ..... 0 <D ci cri • 0 0 IX) 0 a, lOco .o O··'-'o ~N co 1()--• -.-• + .. -o LOl'l -·~;,.;ii ~N .coro ... -_.,!_ ,-o --·· .. 1-mrn"::I:co ·-.....,...., .. COf'. Wf'._ I S O 43% 1-i-' II ~~----- <D N +1...: -~ 8 ai r-TOP F CURB O<a a· -· IX) \ •• S 0 . .7 % ~ · ~FLOW INE 0.;..;.- +'<I; IX) IX) "' + IX) 0 0 ~ LO ~ + ': i:_ • I Iv, vr T • Ol ,-. ' ·-·· ., .. IX) IX) re I--;~~ . ... . to '<I" sf' -.... ---• or c, ---· -~ f')' • .. .. 0000 a+oo 9t00 0 r: 0 LO + a, 40'.vc ---• --@ 9+69. 8-· G1=~2;i % • G2 +O.l 5% m oi . CROWN LI E. ···-~:ti 0 ~.-• CO ·oo-m co·r--,.--oo r'l -·oi cd M -z +..: . ~ Ol "? • Ol LO.. ·Ol LO 00 • 0 -l{) I_~ Q") CC ~ ~ + -<D -+ + . Ol m .. m __ m .m .._ - a , - 0 d,-... ON + "' s.,,1; 72z' 5.,,., -• _J . .J. en cc d, com com U>CC) 10+00 SEE SHEET 5 BALBOA BLVD. .. .. . ·-.. . . . -·------ li-i,,...,.;;..;; •-· •-""". --.. ···-------.... ·-· ... -------- -,. ;;;,.:·· ---u.,·~----.---1-I -----.-:.....·..;. I I " ~ -·· _.,. ·-· PROFILE SCALE VERT. HORIZ. 1 "=2' 1 "-20' ~ l ' i ~iorESSION.4< C-3333 i r--=-------------r----=-:-----------.-------+--------..--------,-----------_:::~::::.:::..:::......a,.. PREPARED BY: CITY OF NEWPORT BEACH REV1 1HONS PROFILE SCALES i {1)~~1>,MES G'1, ~ f:i? ,~ '(< 't, ~ ~"' ,.,, ii:i\,~ _ ID) (cl @ ~ & S) THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR 'f1 R LI ~ w CONCEPT ANO ADHERENCE TO THE CITY STANDARDS AND No-~ -, REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR M ~ 3187 Red Hill Avenue DESIGN ASSUMPTIONS ANO ACCURACY • NO. DATE BY APPROVED HORIZONTAL 1" = 20' PLAN SCALE WASHINGTON STREET IMPROVEMENT PLANS FROM 7+64.82 TO 9+68 ~ I ! j .,. Exp. 12-31 01 ,.,. 1P 9 2.0 40 J: Suite 250 (\\ ~ I:\_(: _.D, _ GRAPHIC SCALE: 1"=20' :-;;-;-( g;v~~\>~to«:--%-"" r:i'111~;~~3~~ g;:;(714)545-8883 APPROVED ~as~-=--' w-oJ~tJI l--+---l--+-----+--------+----:_0_E ___ si_GN=E ..... D=BY-:-+-D-RA_w_N_B_Y_: --I CITY OF NEWPORT BEACH I-R_-_57_6_3_-s_-li c1 go·oo·oo· s.oo 7.85 5.oo C2 89"59'35" 5.00 7.85 5.00 _ '--C:..:3c......J__,9'-"o·_,,o,,_o•,,.,25<-•-'---'5:.c·0:..:0'--.,__..:.7.:.:.8:::.5_,._,;:;5.:::.00=---' 1" == 201 2,0 L ________________________ _:__:_..::.:...:.:=::....:_:::._ _______ __:::;:;~~:._ __ ..L _________________ _j ____ _!P~U~BL~1c~w~o~R~Ks~DE:'.P:!".:T· ____ _!D~AT;.:E _ _jt:jt::::t::1::::::::~~:::::::::::::t::::::~~c~H~Ec~K~ED~BY::~D~AT~E~:--J_-~P~UB~U~C~W~O~RK~S!.£D~EP~A~R~TM~E~N~T~-Ls~H~EET~11!Lo~F~9~6 I ;.·i,-.;:-:. :..:.:..: ---==· •=--i, ... I 11 1-I I •-•I.I •-• ------. ·...;;;,_·-.;._· --·· -· ·-.. -., --,.....,-. . VI .p,1 I -· I _,N_ _;_;· • .. -.. ---:··,.;.;.;,.i -- I I •-•f 1 ,.._, LINE TABLE LINE BEARING LENGTI-1 L1 N55'28'23"W 8.00 CURVE TABLE CURVE DELTA RADIUS LENGTI-1 TANGENT c1 90'0o'oo· 5.00 7.85 5.00 C2 180'00 00" 3.50 11.00 c3 9o•oo·or· 10.00 15.71 10.00 C4 52'23'53" 30.00 27.44 14.76 C5 90'00 28 10.00 15.71 10.00 cs 89'59'19" 5.00 7.85 5.00 C7 90'00'41" 5.00 7.85 5.00 • .,;.,-.rift:" ·- -----."' ·--.r=,::1-.. ···+ ·-~:-__ -~_:;::~· . .:_. _ ·.·m __ . __ :_ ·-~.: 1-- --·--- I o ------ --;;,,..·:..-. -·"'·"'""' .. 10' - IO ~ ri -.. ·····~ t0· . v --:..... -· · b ~ -· 6 ~! ..--lO__ -.--10 _ ,..... LO --........ , .... -. v.vu !Il·--· ' __ ,.-. . '······ ·--'mt'\J ... N lO .. f1J . r--.. O ····Nf1J <N N .N .... I') .. st ..... --o'tt co ---tO co m --«>~ --• rn..-lf) -~ ri 10+00 GRAPHIC SCALE: 1"=20' . -· ' . LLJ(X) lO LU I~ ) [D+ , 0 ~ 7,1 5' 0. ,.· 11.00· ·~•ti ~. ;~ ,¥] ,9' '"o.c. • • -..;_::_ .+ II • + lOVJ I! --th;; ."'!":" V)~ ---+ I -.,.,. l . .._____~ '----:::, . · · · ·· ·· I S-0.: 4% TOP OF i.JRB_J 8 ~ @CL r , SURFACE +· o· ·otn ··oo a< N (.) "! w st • ;. :..;. ..:... • L ... 15. 71 7.85' .... O.C. , •• -~·· _.-TOPOFCURB.~·· OQ.C; RNISHED URFACE --.... ,... 0 "' 0 IO c-l ..; 0 IO. II) II) .. (0 + ....... 0 ... -·----d 0 0 + N .' :-0 o 5,,,7 -32% • _ ----.-- 1:E NTER LiNE. . - /' T.-- ... r--.. . + ~ --Q ..... o .. _J :,= J · t0 · · · 0 :...,.:.;..;: --.. -. >-.. S 0.34%_ . ...... ui. 0 0 · 0 OJ . . r-,: IO OJ - 0 OJ 0 (0 ,....:,,.!· 0 + oOJ 0 lO -- 11+00 "' VJ_ ..._, ". " •• n .. w~ ~ VI w~ ~ · .. ('\J ... ♦• L=12.64' ·• L=ib' L=11.35' ·.~st 15.71' • . o.c. . . "- ~ .IO -- _-: + - c:: • -A' ,... .... ..LO •.1 I• "" FLOW LINE ,.. .. , .. 12+00 N '. . _,... -.;f- . ·o"' 0 (0 . -: .. ::' .....: 0 d lO +...,. I S 0.26% T•-- ---- ' 7.85. . L=8 o.c . ·----L-...,__ 1'· - --. -.. lOlO·· • • • u -.;to, ..... . -·-- · -s 0.86% --A_.._ . S =7.64%✓. /,. 0 CL •• " F oWUNt../ ~ -' CJ DC! Wt"l 13+00 ., -·---·-- FLOW LINE ••••• ••· ...• / ·-,■ • ~ -;;_:-• .;._ .. - .;; L . I I ,.._,,,/ I •'-• .. --.. .. . . . -----· ·-. ' -. ---.. PROFILE SCALE VERT. HORIZ. 1"=2' 1 "=20' CONSTRUCTION NOTES ® CONSTRUCT 8-INCH THICK P.C.C. CONCRETE-ROADWAY PER CNB SID-108-L AND sm-109-L OVER 4• AB. (j) CONSTRUCT TYPE "A" P.C.C. CURB AND GUTTER, 6".MIN. TO 8" MAX. CURB. FACE PER CNB S10-182-L (CURB HEIGHT VARIES PER PRORLES). © CONSTRUCT TYPE "B" P.C.C. CURB PER CNB SID-182-L @ CONSTRUCT 4-INCH P.C.C. SIDEWALK PER CNB SlD-180-L @ CONSTRUCT CURB RAMP PER APWA sm PLAN 111-2 CASE A, TYPE 4. @ CONSTRUCT RADIUS CORNER CUT-OFF CURB RAMP PER DETAIL ON SHEET 3. @ CONSTRUCT LOCAL DEPRESSION PER CNB SlD-304-L AND DETAIL ON SHEET 3. @ CONSTRUCT PRIVATE DRAINS THROUGH CURB PER CNB SlD-184-L CONSTRUCT 5" AC PAVEMENT OVER 6" AB. CONSTRUCT 6" PCC, 4• AB SIDEWALK / DRIVEWAY. BLOCKOUT TREE l'v£Ll.. 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 DISPOSITION OF EXISTING IMPROVEMENTS NOT NOTED ON THIS PLAN. 3. STREET IMPROVEMENTS WlLL BE CONSTRUCTED FROM BOTH PLAIN AND PATTERNED AC AND FROM UTHOCRETE, COLORED PCC AND PLAIN PCC. SIDEWALKS WlLL BE CONSTRUCTED OF UTHOCRETE, COLORED PCC AND PLAIN PCC. CURB AND GUTTER WlUL BE CONSTRUCTED FROM COLORED PCC AND PLAIN PCC. SEE SHEETS 27 TO 34 FOR LIMITS. • WHERE THE CURB IS o• CF, THE CONTRACTOR SHALL CONNECT THE EXISTING ROOF DRAIN TO THE PROPOSED STORM DRAIN. DISPOSITION NOTES LEGEND DJ PROTECT IN PLACE. ~ LANDSCAPE AREA BORING LEGEND : -$-DYA BORING LOCATION. -$-DYA CORING LOCATION. • ~ " ~ • ~ • / < / ; I r---------------r---------------r-------+-----------,.------.-----------C_3_3_33---1·t 1 PROFILE SCALES PREPARED BY : 3187 Red Hill Avenue Suite 250 Costa Mesa, CA 92626 (714)751-7373 Fax(714)545-8883 CITY OF NEWPORT BEACH 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. APPROV~~~ Q:J-oy-oj PUBLIC WORKS DEPT. DATE '.} WASHINGTON STREET I IMPROVEMENT PLANS ; PLAN SCALE • FROM 1ot32.35 TO 12t91.88 i 1" = 20' ~ ~t---ir--t---+-----t----k==-:::-:---T":~-:--=:--+----------,,-------1:' f--+----+--+----1-------+----..-IDESIGNED BY: DRAWN BY: CITY OF NEWPORT BEACH R-5763-S f REVI ilONS NO. DATE BY APPROVED HORIZONTAL 1" = 20' 1-----+----l~-+------l--------l----l CHECKED BY: DATE : PUBLIC WORKS DEPARTMENT SHEET 12 OF 96 J . ------ -• ---- ' ' LINE TABLE LINE BEARING LENGTI-1 L1 N5513'11"W 14.42' L2 N46'04'07"E 12.80' CURVE TABLE CURVE DELTA RADIUS LENGTI-1 TANGENT Cl 90'04'57" 5.00 7.86 5.01 C2 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 DISPOSmON NOTES BORING LEGEND : OJ PROTI:CT IN PLACE. DYA CORING LOCA110N. CORING LOCA 110N BY OTHERS. CONSTRUCTION NOTES 0 CONSTRUCT 8-INCH lHICK P.C.C. CONCRETI: 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. ® CONSTRUCT P.C.C. ALLEY APPROACH PER CNB STD-142-L, TYPE "C" (MODIFIED) @ CONSTRUCT 6" PCC, 4• CAB SIDEWALK / DRIVEWAY. @) BLOCKOUT TREE WELL NOTES: 1. SEE DEMOU110N PLANS, SHEETS 19 TO 26, FOR DISPOSl110N OF EXIS11NG IMPROVEMENTS NOT NOTI:D ON lHIS PLAN. 2. STREET IMPROVEMENTS 111LL BE CONSTRUCTI:D FROM BOlH PLAIN AND PATTI:RNED AC AND FROM UlHOCRETI:, COLORED PCC AND PLAIN PCC. SIDEWALKS 111LL BE CONSlRUClED OF UTHOCRETI:, COLORED PCC AND PLAIN PCC. CURB AND GUTTI:R 111LL BE CONSTRUCTED FROM COLORED PCC AND PLAIN PCC. SEE SHEETS 27 TO 34 FOR LIMITS. 2,0 LEGEND LANDSCAPE AREA 1p 9 GRAPHIC SCALE: 1"=20' 40 ' ' □ 1. r ... _. ··--·'-~ .... I i-_, •-•-•I• •• • ···-- ..,,,,...,...., ..1...i-- 11.-- ----·--- ·-_.;.. . ...,, __ a:: L=1 .85' • .L=14.86' ; . ---- hl .. 7.8! • ~... t-= .• • ~ I ,_vv (;.) _ O.C. m _ .;.;_·;..:...;;. m LL:: ;;:; I~ / TOP OF cu B I'--st O N "'---• ·--+,.._ I oo (O· d c,; m a a:: '--S=0.51 t , TOP OI CURB 0 • I - 0 ,---- Q ;=: g 1;); :;:J. ::J. ··-• .• I TOP OF CUR a:: 0, u 0, 8 7.86 tri --(..) r...:. -w r< ·•-0 ,_ . r.rl • --I'-- + L= 4.86' OJ 1---=-+='-'-----1 -•• L=14.85'. .. + r---r-==iOJ a+oo + 0, -·-- --............... -- ,I·-- 9tOO 0 ID ON 0 O ONO st O,..: ou ostonin -· SURFACE@ C, --({). m ._..w ~ 12.80' • z · -e, · --.o --± 10+00 SEE SHEET 5 BALBOA BLVD. ' - PROFILE SCALE VERT. HORIZ. 1 "=2' 1 "=20' --¥-1 til C-3333 " " I :, l ~ s ' i r------------------------,-------------------------,--------------+---------------,,------------,-------------------------1• ~i()\lSSI0N4( PREPARED BY : CITY OF NEWPORT BEACH REV SIONS PROFILE SCALES f 0 ~r,.MES G1, ~ ------------------NO. DATE BY APPROVED HORIZONTAL 1 • = 20' MAIN STREET /! /ff¢" ?< % [p ~ @. uvl1 &. ~ THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR t---+---+---+------1---------+-----1 FROM 7+65.17 TO 9+58.70 ~ I ~ ~. ~ .. ~ D w CONCEPT AND ADHERENCE TO THE CITY STANDARDS AND -~ 1 39308 ~ REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR PLAN SCALE IMPROVEMENT PLANS ; '-3187 Red Hill Avenue DESIGN ASSUMP110NS AND ACCURACY. l" = 20 , ~ -I< 12-31-01 * ~~ Suite 250 t-,,--,-,------t---------,----1-,.D"'ES""l""GN""E--D-,,,BY,..,.:-,-="DRA""""W"'N'"""'BY"'":-+---------------,.-------l~ ,t;-f' C/V\\. c::,'<--*"' Costa Mesa, CA 92626 APPROVED . c::r½ 0)--<fJ\ t----+----l--+-----+--------+------1 CITY OF NEWPORT BEACH R-5763-S ~ OF c~0~ (714)751-7373 Fax(/14)545-8883-~ f----+---1--+------+--------1------1 CHECKED BY: DATE: PUBLIC WORKS DEPAR1MENT t---13--9--,6-1. L ___________________________________________ ...::::::;;;;;;;~:::._ __ _J ____________________ L ____ ~P~U~B::U~CW'.'.:O::RK~S~DE;:PT::;,:.... ____ ~D~A~JE:...._J.._L _ _J_.J. ____ 4-_______ .J. ___ _JL::.:.=...:....1.:....:... __ .J._...!:~:!.'.:-=~~~==~::!!!.__...J..;S~H!,:E~ET~~O~F~~I --• __,,i-.. ·;. ~ ·.;_ ,;,;_ .. -~ I. I•-•/ 1 •"-• M ..- LINE TABLE LINE BEARING LENGlH L1 N61 '38'19"E 26.33 CURVE TABLE CURVE DELTA RADIUS LENGlH TANGENT C1 14'30'42" 60.00 15.20 7.64 C2 115'59'34" 20.00 40.49 32.00 C3 11'30'59' 80.00 16.08 8.07 C4 89'57'53' 10.00 15.70 9.99 C5 90'02'07' 6.00 9.43 6.00 C6 149'57'53' 5.00 13.09 18.64 C7 so'Oo'oo· 3.00 3.14 1.73 CB' 45·37'37• 2.39 3.00 1.26 C9 4514'10" 10.00 7.90 4.17 cg 90·00·01· 3.00 4.71 3.00 C10 89'59'59" 20.00 31.42 20,00 .I.•--- """""A.:A ··.;,;,;_ "A"A • ---vv ·=n:..... .. --·--,. z,o 31.42' o.c. 10 GUTTE 71.77. .. ~-· ¾ ¾ ··• -.. TRANSITIO o.c. 0 (l) ...... ,.. --·----........ ,-. .... ,. .. ---- ., ... ..... -•-• --· -----L u ro-----.. ·w..-···· .. •• •••• -· ••• <O'""'"• .. ,, •• .. 15.70' •• + _.' ---..--· ---__ ..- __ ll)_ ·J·-····· J .l() r"' .. i.n-~-----~ -- 10+00 11+00 12+00 "_A•...,;:.,;.: ·-· ;;;_;ii·-,-.·....;.·:....;;.-....;; •• .,•--···-·•·'-'--'--·'·"""·' .. -· • -·· 13+00 .... I· .. PROFILE SCALE CONSTRUCTION NOTES VERT. HORIZ . 1 "=2' 1 "=20' /?I CONSTRUCT 8-INCH THICK P.C.C. CONCRElE ROADWAY PER CNB STD-108-L \V AND STD-109-L OVER 4' AB. (j) CONSTRUCT TYPE "A" P.C.C. CURB ANO GUTlER, 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 SID-182-L @) CONSTRUCT 4-INCH P.C.C. SIDEWALK PER CNB SID-180-L @ CONSTRUCT P.C.C. ALLEY APPROACH PER CNB SID-142-L, TYPE •c• (MODIFIED) @) CONSTRUCT 4' \'11DE CROSS GUTTER PER DETAIL ON SHEET 3. @) CONSTRUCT CURB RAMP PER APWA STD PLAN 111-2 CASE A, TYPE 4 @ CONSTRUCT 5" AC PAVEMENT OVER 6" AB. @ CONSTRUCT TYPE "C' P.C.C. CURB AND GUTlER PER CNB SID-183-L (MODIFIED) AND DETAIL ON SHT. 3 @_) BLOCKOUT TREE WELL BORING LEGEND : LEGEND -$-OYA CORING LOCATION. -+ CORING LOCATION BY OTHERS. 1&§1 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 DISPOSITION OF EXISTING IMPROVEMENTS NOT NOlED ON THIS PLAN. 3. STREET IMPROVEMENTS \'11LL BE CONSTRUClED FROM BOTH PLAIN AND PATTERNED AC ANO FROM UTHOCRElE, COLORED PCC AND PLAIN PCC. SIDEWALKS V.,LL BE CONSTRUClED OF LITHOCRETE, COLORED PCC AND PLAIN PCC. CURB ANO GUTlER V.,LL BE CONSTRUClED FROM COLORED PCC AND PLAIN PCC. SEE SHEETS 27 TO 34 FOR LIMITS. 4. SEE DETAILS SHT 3A FOR CONSTRUCTION OF TRANSITIONS BETl'IEEN PHASES i C-3333 I r-""'PREP-;,,._AR_ED_B_Y_: __________ -,-__ C_IT_Y __ O_F_N_E_W_P_O_R_T_B_E_A_C_H __ ~-------RE-:Vl-1-:3-IIO-NS-----------,--P-RO-FI-LE_s_cA-LE-s --,------------------::...::..::__,ti i tp \) 2_0 GRAPHIC SCALE: 1"=20' 4Q 3187 Red Hill Avenue Suite 250 Costa Mesa, CA 92626 (714) 751-7373 Fax(714) 545-8883 uvu i-----------------------lNO. DATE BY APPROVED HORIZONTAL 1" :: 20' MAIN STREET IMPROVEMEi\IT PLANS 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 MPTIONS A~ ACCURACY. ( \;? APPROVED.\:21~ x ,....--, 'PUBLIC WORKS DEPT. )/-1-o} DATE t--+---+--+-----1---------+----1 PLAN SCALE 1" = 20' FROM tof4t.37 TO 12+57.53 ; " " ,; :=:===:==:=======:===========:====~I-DE-s1-GN=ED-B--Y:-.-D--RA=wN-B=Y-, -1--c-,-T-Y_O_F_N-EWP_O_R_T_B_EA_C_H_:=R=--57_ -_63-=_-=_--s~~i t---?<-t-;-::-=,=-l-:-:-:-::-l-:=-:--=~=-ccic-=------1----,,,.p,~1-:--_----j CHECKED BY: DATE : PUBLIC WORKS DEPARTMENT SHEET 14 OF 96 12\ 10/5/01 NJG REV FLOW LINE I tEV ".,,,, I I 3------- I • (10.31 TC) (9.81 FL) (10.16 TC 9 7+60 ~~~s+g ADAMS ST. TRASH ENCLOSURE 17 8 8 3X3 TREE WELL A (9.66 FL) I I I I I I I C&G 9.86 FS ,9 ·S, 0 PHASE HASE -1 N n 8 3X3 TREE WELL 9.87 FS 10.04 10 05 BW FS 8 A 3X3 I A I 2 ' 3X3 .e TREE WELL TREE WELL '° l "' ;( I C&G --,L-----------;_~o'L _____ ____,,,,J_ _____ --1L-~-----"~--_'.~i1__". +c+-----/-~-~--\ PULVERIZE EX. AC -09 PLACE BASE & 3" AC ~ 'v I I (/) 9.88 FS 10.05 FS SEE NOTE 3. BELOW (TYP.) WALK ~ □ C&G □ Q:, NOTES: .2· 8 3X3 TREE WELL --\,./ -------\✓ - ¾ 3X3 TREE WELL - - -\,/ --o-- 0 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 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. 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. 8 3X3 TREE WELL 8 3X3 TREE WELL N 694.49 E 506.38 8 3X3 TREE WELL I I I I \ \ \ \ I \ I \ I 0 8 3X3 TREE WELL 3X3 TREE WELL 9.90 FS N 872.34 E 512.17 C&G 9. FS 1------ 10.44 T 9.94 FS 10.43 TC (9.93) FS 9.94 FS / / ' / : I I I 9.98 FJ I 1.50' "' 10.11 -~ 10.1s Bw· ·•·--- FS . ~ -r- I 10 I I ~ ( in (L N >-f- ~ \ ,-L 10.13 10,25_BIN--- FS 10.17 r 0.29 W 10.03 FS 10.19 FS I I I I I I I I I I I I -::,. I .'6 "? ·o 0 10.11 I \ \ \ \ 10.89 FL 11.55 TC 11.05 FS 10.48 TC 9.98 FS FS 10.23 BW 10. 75 FL (10.82) TC 10.21 FS 11.50 TC 10.99 TC (10.32) FL 10.17 FS 11.91 TC 11.38 TC 11.00 FL 10.49 FS 10.03 BW 11.41 FS 10.88 FS 10.98 LIP (10.4g TC) 10.13 FS \ ~~~2/tE & & \ (9.99 FS) 9 99 FS \ EX. C&G \ 9.89 TC \ .. __ _ 9 20 FS \\\.hc-i~L'Li-:O,UF-----:07 _ _'._~i;=.====:=========~~-;;..~ro;:============~=~-½~~~~~E:::~,~-~~~JJiA~;~1~0t9~.8~6~BW\_.:::~~~~s+~Y6c;?itt(~L=--j__ 1 p 14 -...J 0-i, 0 M TCH EE SH 5 87 9.86 TC + 9 9.36 FL 9.20 FL 9.32 FS 9.26\FS ~ 1,/ --..,.--- PHASE 1 --\/ --- 45' TYP. ALIGNMENT OF PARKING STALLS (SEE PLAN OR SHEETS 25 AND 26) 3X3 TREE WELL DETAIL N.T.S. w -----~ ---'·,/ --ST. LT. -·, --PHASE i--1,--.PHAS!;-2---v 9• 16 FL -I . .. • 0 CF EDGE R/W PAVEMENT 20' NORTH~-----, SOUTH EXIST. BLDG 10' ifd'--_1_0_' ~~ OR CU RB -----------.... .··••· 1 o I FINISHED SURFACE 1!6B_. I F====:::i:==f=:::~'L._~AR;.:'.jn _ _,,.,--EXIST. 1 CURB u OCEAN FRONT CROSS SECTION ADAMS ST. TO 'A" ST. HOR. SCALE: 1'=10' 9.10 FS--,\ ·.;;_ 40 PROTECT IN PLACE EXIST. 6" PERFORATED UNDERDRAIN PIPE. ...___ EXIST. SAND SURFACE APPROX. 5 FT. ABOVE NEW ernc. "'"'°'"" e,ee -; 40 3' FRENCH DRAIN DETAIL N.T.S. -· ----[ -- JI CONSTRUCTION NOTES f7\ CONSTRUCT TYPE "A" P.C.C. CURB AND GUTTER, 6" MIN. TO 8" MAX. CURB v FACE PER CNB STD-182-L. (CURB HEIGHT MAY VARY). ® CONSTRUCT 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. @ CONSTRUCT 4' WIDE CROSS GUTTER PER DETAIL ON SHEET 3. @ CONSTRUCT 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 (MODIFIED) AND DETAIL ON SHEET 3. @ EXCAVATE BEACH SAND AS NECESSARY, INSTALL 6" PERFORATED PIPE, WRAP 1-1/4 TURNS W/FILTER FABRIC AND BACKFILL THE EXCAVATION W/ BEACH SAND. ® REMOVE PORTION OF EXIST. VAULT WALL AND INSTALL PERFORATED PIPES AND GROUT AROUND PIPES WITH CLASS C MORTAR. CLEAN INSIDE "OUICKSET" VAULT BY REMOVING TOP 2 FEET OF GRAVEL AND DEBRIS AND FILL WITH 2 FEET CLEAN 3/4" GRAVEL TO EL. 7.00 M.S.L. EXTEND PER FORA TED PIPES 18" INTO EXIST. "OUICKSET" VAULT, WRAP WITH FILTER FABRIC AND SECURE WITH STAINLESS STEEL BAND. PATCH ALL HOLES. WRAP PERFORATED PIPE ENDS WITH FILTER FABRIC AND SECURE WITH STAINLESS STEEL BAND. DISPOSITION NOTES [2J PROTECT IN PLACE. LEGEND PHASING LINE n--o--u DUAL COBRA HEAD LIGHT □ LANDSCAPE AREA 0--0 SINGLE COBRA HEAD LIGHT n LIGHT POST m 0 z ry s u en r= w w cc "' I Q ,,. I u / 0: / u 0 0 er / .. .. u '" n ~ BORING LEGEND C CT C w / NOTE: FOR STREET LIGHT LOCA llONS IN ~ -$-OYA CORING LOCATION. PARKING LOT SEE SHET. 33 (TYP). ~ 0 C ~ / 0 0 ,., 0 cD C-3333 ~ ,---------------------,------------------------r------------+--------------,------------,----------------------1~ N / VER. SCALE: NTS 20 10 0 20 40 GRAPHIC SCALE: 1"=20' PREPARED BY : 3187 Red Hill Avenue Suite 250 Costa Mesa, CA 92626 (714)751-737] Fax(714)545-8883 uvu 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. APPROVED PUBLIC WORKS DEPT. DATE REVI IONS NO. DATE BY APPROVED PROFILE SCALES HORIZONTAL VERTICAL BALBOA PIER PARKING LOT co PLAN SCALE IMPROVEMENT PLANS GI 1" = 20· PARKING AREA ~ i--t---t--t-------i--------t-----t-----~-------+--------------~------lc::_ f---+---+---l-----l------!------1DESIGNED BY: DRAWN BY: CITY OF NEWPORT BEACH R-q763-S 0 l----'-----11: 1----+~---+--+------1----------1-------1 CHECKED BY: DATE : ffi 1 9 02 NJG REV PARKING LOT CONST, PULVERIZE & RECONSTRUCT -PUBLIC WORKS DEPARTMENT SHEET ,,15 OF 96 ~ 9.89 TC 9.20 FS --~~-~◊ 9.32 FS • 9.86 FS 9.78 TC 9.28 FL ~- ~I L-11..,-v1 ___ JD24_IC_ 9.74 FL 10.55 TC i; ~~ r 10.05 FL l() ,- 1-w w I Cf) w w Cf) 7~f-Qrjt1 9.41 FS 9.76 FS ~ 9. 79 TC 9.29 FS 9.30 FL 33 c...,c" ~ ...J 10.09 TC 0: 9.59 FL ~110.12 TC FS 9.62 FL 10.32 TC )_9.82 FL J_QJJ_/, FS 1 .37 TC .87 FL 10.50 1 , 10.2 TC 9.73 FL 0.50% CURB TRANSi ION I 10.2 TC 9.77 FS <( > 10.76 TC 10.26 FS 10.75 TC 10.25 FS';,:; 10.70 TC 10.20 FS l ·l 10.69 TC 1 10.19 FS • ' = 136' 0.46% 'o ·O N 69'08°42" W 260.61 10.63 TC 10.13 FS 9,.J ' = 68° 9.60 FS ,· ffi <'I Coo 10.70 TC;;,! ~~~· 10.20FS:, 2 9.75 TC 9.25 FL ' CUR "' "' NSI . v> ,9 ,9 ,.-9.44 TC '6' '0' 8.94 FL CATV COND T TO E INSTA ED B OTHFS-',-1 9.52 FS 9.69 TC 9.1 FL 9.7 TC 9. 4 FL 0.11% Ct: > CL INT. 12+57.09 FRONTAGE· RD.= • 21 6+07.74 WASHINGTON ST. ·,, 9.86 FS .:: 10.52 TC 9.31 8.81 10.56 TC 10.06 FS / ,/ ~ETAIL 'C' '-1_.,7 '--- SEE SHEET 17 r-----_:.( FOR FINISHED SURFACE) 9.92 TC 9.42 FL 9.95 TC 9.45 FL 9.98 TC 9.48 FL 1001TC gsfF[ 10.06 TC 9.56 FL 10.17 TC 9.67 FS 20 10.41 TC 9.91 FS 17 3 EQ. SPACES @ 17' = 51' 16.12' El 10+90 \ ... 10.15 FS JOIN EX ST. 10.16 FS JOIN EX ST. I J L_ _] [~J CL INT. 10+00.00 EXIT DRIVE 10.29 FS j 10.60 FS 1----+~ ---)"-10.59 FS 10.69 FS 11.50 TC 11.00 FL END CURB 11.45 TC 11.45 TC 10.95 FS 10.95 FS 10.65 FL 27 TYP. PULVERIZE EX. AC PLACE BASE & 3" AC V 14 92.21 ECR 10 35 TC 000 CF 0.63 TC 0.13 FL " CF 11.28 FS 11.90 TC 11.40 FS 11.85 TC 11.35 FS 10 6+ 70.06 BCR 10.59 TC O" CF 6+71.75 ST. LT. 0 (J) (J) L,_ 13, 9.98 BW (J) ~'JOIN EXIST. LL LL ~~+61 SI I I _ ----i 0 9.91 FS LL LL LO (J) st u 10 u.. '° ai O mo 9.67 FS PHASE 2 OCEAN FRONT) -" L,_ L,_ NU r--: ~ mo 9.87 FS 12' c:, Ct: ◊ □ R m I~ 0 -0 + "1 10.116 FS m I (j) 10.53 FS 10. 6 FS 7+4 BOT SIDES 35 _______ "'l,'r ___ _ / ,-- 1 ---\_DETAIL'E'--- 9.99 I FS 7+ 12 L_/2t-BRCOYTTH~srn1of<Et1 35 I 10.2s I FS ◊<--lhm--~6+~9~6~.4~7~SCCT~. =LT. SE 2 ~,__ PHASE 3 6+82 BOTH SIDES 35 10.59 S □BKFLW 0 /R CL INT. SEE SHEET17 ( FOR FNISHED SURFACE) □IR □/R 15+20.27 FRONTAGE RD. = 6+40.00 MAIN ST. 7"'9+"'"'-"'a.{ 35 6+44.97 ST. LT. 11.40 TC 000 CF PHASE 3 .. DETAIL 'D' 6 CF\_-PIER PLAZA AND ACCESS ROAD 0 0 + \ I I I I SEE SHEET 17 . ( FOR RNISHED SURFACE) IL-'C'--=--J--~11.55 TC -11.13 TC 10.63 FS .03 TC 10 53 FS 10.59 TC 10.09 FS ' \ 0 0 + 3X3 TREE WELC I I 64 □ " 11.70 TC ~ 11.20 ,, ~ 11.05 FL l I "" ''-'O 11.65 HP, FS / / 11.77 TC 11.27 FL 11.79 MOC TC 11.29 FS HP 11.00 □ ---3X3 -- 0 8 3X3 TREE WELL SEE DETAIL ON SHEET 15 11.30 TC 10.80 FL NOTE: FOR STREET LIGHT LOCATIONS IN ARKING LOT SEE SHET. 33 (TYP). 77 1 '<S TREE WELL SEE DETAIL ON SHEET 15 0.34% 7 REMOVE & REPLACE EX. C&G 11.05 TC 10.55 FL --- 17 O ·o ----- SEE NOTE 3. ON SHEET 15 (TYP.) ,§) \'-· --- 0-¢ 3X3 TREE WELL --- SEE DETAIL ON SHEET 15 PULVERIZE EX. AC PLACE BASE & 3" AC 3X3 TREE WELL SEE DETAIL ON SHEET 15 8 \0.'2:0 10.00 • WALK C&G □ □ PHASE 1 □ ---- 10.70 TC 10.20 FS 10.65 TC 10.15 FS 10.63 TC --------- 10.13 FS 10.56 TC N 494.17 E 741.18 \ \ 10.06 FL 3X3 \ \ 10.55 TC TREE WELL \ 10.05 FL SEE DETAIL ON SHEE 15 \0·7,C:J 3X3 \\ \ \ 10.30 TC 9.80 FL \ \ TREE WELL SEE DETAIL ON SHEET 15 ~ 10.09 TC 9.59 FS ()()() \ . 9.99 TC 9.49 FL 9.85 TC (9.02 FL) 11+00 36.96'' LJ) 10.6~ TC 10.15 FL DIN XIST. 10.50 TC 10.00 FL n-Q-u 11+22 ----11+24 . ' \ □ 11+28 .\··~ 10'.41 ifC ~-/, -11+36 9.91 ,F~ 17 11+40 20 . 1 □ 11+44 40B j 11+70 40B ~7 0 I-x w 0 0 + N i XIST. 10. 7 TC 10.2 FL 9.69 FL ,9> ·s PULVERIZE EX. AC PLACE BASE & 300 A OS ·o V 34 REMOVE & REPLACE EX. C&G V SEE DETAl¾ET 15 ----1+1----'G PULVERIZE EX. AC PLACE BASE & 300 A 11+68.73 10.50 TC 10.00 FL '),':, ,0· V 13 tl-0--0 ~ 3X3 TREE WELL 11.77 TC 11.27 FL "-\ ly ,'l"'b "c 11.52 TC 11.02 FL 34r,---t--11 REMOVE & REPLACE EX. C&G ti- 10.25 TC SEE DETAIL ON SHEE 15 9 75 FL 10.65 TC 10.15 FL . 10.46 TC 9.96 FL 10.33 TC 9.83 FL ,9 ._,. 0' C&G 9.95 FL 10.41 TC 9.91 FL • ,, 0 -~ tl-0--0 PULVERIZE EX. C PLACE BASE & 3' AC EXI T. H. RAM 10.90 TC 10.40 FL 0.87 TC 0.37 FL 11.27 TC 10.77 FL -0 -o O - D -0-----~ 11.02 TC 10.52 FL 19' 8 5 12.39) FS J 7 // JOIN EXIST. AC ,/ CONSTRUCTION NOTES ® CONSTRUCT 8-INCH THICK P.C.C. CONCRETE ROADWAY PER CNB STD-108-L AND STD-109-L OVER 4" AB i]' CONSTRUCT TYPE "A" P.C.C. CURB AND GUTTER, 6" MIN. TO 8" MAX. CURB V FACE PER CNB STD-182-L. (CURB HEIGHT MAY VARY). 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 STANDARD 8° WIDE CROSS GUTTER PER CNB STD-185-L. CONSTRUCT 4' WIDE CROSS GUTTER PER 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 800 AB. CONSTRUCT 8-INCH PCC PAVEMENT PER APWA STD. PLAN 131-1. ® CONSTRUCT CURB RAMP PER DETAIL ON SHEET 3. @ 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. @ CONSTRUCT MODIFIED 12' WIDE CROSS GUTTER PER CNB STD-185-L. @ CONSTRUCT TYPE "C" P.C.C. CURB AND GUTTER PER CNB STD-183-L (MODIFIED) AND DETAIL ON SHEET 3. ® BLOCKOUT TREE WELL. @ INSTALL BOLLARD PER CNB STD-917-L. @ CONSTRUCT CURB RAMP PER APWA STD PLAN 111-2, CASE B, TYPE 1. DISPOSITION NOTES OJ PROTECT IN PLACE. 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 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. 0 z □ (10. 3 TC) FRENCH DRAIN (~05~6 F:) ~1~· ~:iH 2 □ □ 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. DETAIL ON SHEET 15 4. FOR STREET LIGHT LOCATIONS SEE PLAN OR SHEET 34. C-3333 0 BORING LEGEND LE ~PR-E-PA_R_Eo-sv-= --------~~~~c.::..,1 r=y~o~F----c-cN=Ec-cw=r==o:=;R~T~B;:=::E:=::A:::.,c;:H::::::.__--,---.----,-,----R-E-v1-s1-+=N:::..s~~:::::::::.--=::::;:::::_.::::::::~,------=p:=:R□~F1:-::-LE--::sc:::-A:-::LEs::-~,--9-A-L_B_O_A_P-IE_R_P_A_R_K-IN_G___:L~O=.:T~~ ~ ffi lo) Cc' try ~v ~ Cc' THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR VHEORRTIIZCOANLTAL AND ACCESS ROAD '.:'o 'IJ OYA BORING LOCATION. - - - - PHASING LINE tl-0--0 DUAL COBRA HEAD LIGHT [J'""' ~ V::::::!) LJVLJ /)d;i ~ CONCEPT AND ADHERENCE TO THE CITY STANDARDS AND NO· DATE BY APPROVED • $ REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR PLA,,N SCALE IMPROVEMENT PLANS 2 -OYA CORING LOCATION. o-n SIGNLE COBRA HEAD LIGHT P, 3187 Red Hill Avenue DESIGN ASSUMPTIONS AND ACCURACY. f----L-=;=r"',IL•..,....-=-,---+--::-c=---=-..,....:-=-=-=-==--=c=-:c-c--,--------1 c\ LANDSCAPE AREA n LIGHT POST 20 10 o \ 20 40 Suite 250 i-=&=+_2'-/1_9.c_/_02-+-N_JG-+-c_LA_R_IFY_L_IM~ITS __ oF_s_"_Pc_c+-AVE_M_EN_T ____ -+-----i DESIGNED BY: DRAWN BY: CITY OF NEWPORT BEACH R-5763-S u + CORING LOCA Tl ON BY OTHERS. Cos to Mesa, CA 92616 AP PROVE D i-=i&c=-+.,.-1 /:c-9-:C/cc0,;:2+Nc-JccG+RE_V_M_AI_N _P A~R:-Kl,-NG-clcc-0-:-T :-(P±L"C"VE:CR--clZE:=-& c:-RE-c-Cc::ON:-:cSc:cTR:-UCc::T::-:) =t------rC_H_E_C_K-ED_B_Y_: -+cD-A~TE-: ---, • L __________________________________ G~R::,:A:;.:P:,:H:'.;.IC;;;,_;s;,,:c::,A:.;L;;;.E:..:..:1_"=:,.;;:20~'-------------1---(1_14_11_51_-1_i1_i_F_a_x(_11_4l-54_5-_ss_s_3 ___________ .J. ______ P_uB_L_1c_w_o_R_Ks_D_E_PT_. ______ D_A_TE __ ...1..,..&a.u..:.1 ... o..:.s;;./..:;o.:.1i.;N.:;J:.::G...1..R'..:.v..:.N..:.w.;.P:..AR:.."..:.1NG.;..;;.;Lo.;.r..:.co:..NTu..:.Rs._/E;;;;L;;.;EV..:.s..:./A..:.ss..:.o.:.c·.:.o.;.co.;..N.;.sr ...... ____ .._ ____ ..._ ____ ...., __ P_U_B_L_IC_W_O_R_K_S_D_E_P_A_R_T_M_E_N_T __ ...._s_H_E_E_T_1_6_o_F_9_6_::, I (0 ..- 1--w w I CJ) w w CJ) ------- 9.72 BW 9.01 FS -~ 9.03 FS 9.19 FS 9.07 FS ~ I 9.79 TC ll... 9.29 FS SEE SHEET 24 MAIN ST. w 1-i:i-., I 9.23 FS 9' 9.28 BW 9.81 TC 8. 71 FS 8.51 FL O" CF OCEAN 9.00 FS 9.52 TC 9.02 FL 9.39 TC 8.89 FL 9.21 TC FS 2% ~ T'!'P. 8.55 F 8.59 FL O" CF 7 1 .0 E \ I I1 CJ) ~ 9.62 TC 9 .12 FL 9 12 TC I 8.62 FL 9.17 TC 8.67 FL MATCH Ll~E SHEET 16 DETAIL C\I ~ ll... ~ w CJ) <( I ll... 9.0$ FL ~--"-¾- TYP. 9.09 FL O" CF 9.64 TC .14 FL -- "C" SCALE, 1" • 10' (9.84) TC 9.68 FS 8% (9.84) TC 9.87 FS 9--~ -EBONJ_ -~--.LL I:;, 9. 72 FS 6' 9.25 FS C\I 9.60 FS 9.29 BW 9.82 BW 10.36 TC (9.84) FL JOIN EXIST . .;.c&G w 10.35 TC i 9.85 FL ll... 10.09 TC 9.59 FL 9.98 TC 9.48 FL 9.78 FS r- lo □ -,"'---''-----,,----'==t-------:-----11-"r-t----i='-------;;.-------l------------------------------.--------------------~.J_hZ'l-'3 to Q1Z Q~~--------~ __ W_'.f _ SLPB ST. LT. _ __ _ \"'7'-----ST. LT. SIGN '27-+I~ ~ IO 1 CJJO.. ~~ ~~ w::;; OCEAN FRONT ox I (0 -..- I-w w I Cl) w w Cl) ~ L_ I ID I I I\ ?' I \\ID oo rt,;;t-=-==-=--=-=-=-==-=--=-=-=-=~-=--=-=-=-=-=-=--=-=-=-=-=-;:;,;,;;=--=l:=-=-=-=-==-='-=-=..:=-=-=-'=--=--'-==-=-c-=-=--==-=-=i~==-:--=---1.i;ia:=:--=---:==c-c_=-=c==c--=-=c==""--=-=c~'d-ow ~ T -(5 ~--+----f ___ --_ -_-_-- I I _, I I ¢ I I i \ I \ I ~ \ ;J I n \ PIER PARKING SEE SHEET 26 SEE SHEET 13 MAIN ST. I I I I I I '" l-i:i-I ~ -., WALK DETAIL "F" SCALE, 1' • 20' I I I 25' TYP. (9.59) BW I '" I 1- 14' 7' 7' SEE SHEET 16 6" CF ' I 6" CF 8 10.8 TC O" C I " ~·· I FRONTAGE ROAD 15+00 / PHASIING LINE O" CF .1..-+l---+1(>91-=cl---PHA~E 2i.;;I -_,,,,. / ,--1---------+---i.:...: ",/\ (0 ..- 1--w w I CJ) w w CJ) ('(•r/(f', I:' ;,11r•i, L , ' ' / : ' ~1 ' ✓ ;. ,· i l J, //; 15.05 T ,-,; 10.80 T I I . N 0 ~ J O ,c; r 15.05 P TYP I I I . / 11.5 FS r; -I ,J11.50 TC O" CF □ +45.3 27.26 1.85 TC " CF \ +34.55 12.02 TC O" CF □ BEG. 10' CURB TRANSITION 12. 76 TC, 12.26 FS □ 14.30 TW 10.80 TF ' ':,ti ,s \7-□ I -14.55 TW 10.80 TF +50.00 12.87 TC 12.37 FS □ s 1'o 'i \\· 14. 10. 15.05 TP TYP 10.80 TF □ ,s \ 7-.':Jo 14.38 TW 10.80 TF ~\:' D i°''s -\ 7-.1 H---J--SEA T WALL CENTERLI E. 12.88 BW I SEE SHEET 91 FOR I DETAILS. I I CL INT. 15+20.27 FRONTAGE RD. = 6+40.00 MAIN ST. 10+05.06 11.31 FS +27.24 11.57 TC O" CF +29.30 BC (11.58) FS O" CF +27.26 JOIN EXIST. WALK ~--'c--'~~~- ' 11.71 FS . '\ +38.64 ® 5 { FINISHED SURFACE 21_ EXISTING GROUND ACCESS ROAD TYPICAL SECTION N.T.S. BEG. 1 O' CURB TRANSITION \2.31 TC, 11.81 FS \ +50.00 12.59 TC \ 12.09 FS \ + 751.oo 13.2,0 TC 12.71) FS "' I fti85.00 . 1 .30 TC 112,80 FS I +92.50 I 13.35 TC/112:85 FS +00 13.35 TC, 112.85 FS .• +o4.D8 Elc 13.33 TC,l 12.83 FS I +07.50 13.30 TC,"12.80 F +15.25 I 13.19 TC, 1 :69 FS . 12.98 B'W ~0 13.00 s'\. I il'l,V v, ,,. ·1 r-----JL \,-\ ';::J'I vi, 1 +18.61 6:N .CURB l_' 8 \ \ \ \ PARK PHASE 3 +75.00 12.92 TC 12.42 FS +04.08 EC 13.05 TC, 12.55 FS +07.50 13.02 TC 12.52 FS +15.00 12.91 TC 12.41 FS +18.80 12.92 TC 12.37 FS BEG. 6' CURB TRANSITION 6" CF TO O" CF (12.9 ) BW I I I 0 0 9.98 BW 10.10 BW 10.22 BW 10.16 BW 10.10 BW 10.16 BW 10.21 BW 10.24 BW lo I . ' □ / / / / / / / / JOIN EXIST (10.26) BW \ JOIN EXIST I 18' ' w I w I I (C '-' I f-I CJ) I ' ' s I I L __ 1 40 F I ']_. A G 12.s D JJ: 14.55 TW 0 ~_6 Fs 15.05 TP TYP 10.80 TF 14.55 TW 10.80 TF 13.00 \S, .62 FS . ~ 13.oa1 q e· (12.50) ts BEGIN 8\ CURB TRANSITl<:JN JOIN XIST.SI EWALK (12.81 TC (12.31) FS END CURB TRANS. JOIN EXIST. CURB - - I , I IO ¢_ --¢ -w -, ---Iii·;;:; I ' w-' I~ -----~ ' CJ) f:!. I I I W<( )/2 I l)J::;; I I □ I □ I\ ~ , I \ io I I •. \\ lo I I I • PIER PARKING SEE SHEET 16 CONSTRUCTION NOTES= 9. 91 FS I ----- 9.86 FS I - I I I CONSTRUCT 8-INCH THICK 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" P.C.C. SIDEWALK PER CNB STD-180-L. LEGEND PHASING LINE 9. 99FS z 9.89 FS I -- I I 10.07 FS 10.05 FS 10.03 FS 10.02 FS 10.01 FS. I -; 'iol / --- 9.92 FS 9.89 FS 9.86 FS / I OCEAN/FRONT 1 ~ DETAIL "E" SCALE, 1" • 20' DEMOLITION NOTES : SAWCUT AND REMOVE EXISTING PCC SIDEWALK. DISPOSITION NOTES OJ PROTECT IN PLACE ---0 I ----9.83 FS (9.80) FS / JOIN EXIST \ \9 f9FS (9.80) FS JOIN EXIST .. 0. 39308 Exp. 12-31-01 4/( C/V\\.. OF u1.1\ 10.01 FS \10.27 BW -I 10.01 FS 10.10 FS <( '' " 0 (9. 73) FS " 9.78 FS N JOIN EXIST \ I - Fs/(9_ .87) FY;/ 9.76 JOIN EXIST (9:76) FS JOIN EXIST EXIST. CURB & GUTTER ~ I r----I -------- L ___ _ WALL--' FG PER PLAN SECTION A-A N.T.S. Ul w FS PER °' PLAN :'; G m I 10.80 TF ,, " 13.02 T(: PHASE 1 (12:52 1FS 12.4 TC (13.13) FS PIE 18.03 TP 10. TF 13.43) FS (13.32) FS (12. 5) FS tNDICURB TRA~SITION 14.61 TW 0 11.40 TF OIN EXIST. PVMT DETAIL "D" PLAZA AND ACCESS ROAD SCALE, 1' • 10' 12.34 TC (12.34) FS BEGIN 6' CURB TRANS. FROM O" CF TO 6" CF 11+24.35 (12.39) FS JOIN EXIST. AC 10· 5• o' IQ' 20' GRAPHIC SCALE: 1''=1 O' - 0 z " w w " O' I a " I ;; ~ " ' ' ~ ' " ' " ~ " C '; " C 0 " " j; ,--------------------,---------------------,-------------+-----------r----------,----------------------1~ 0 0 PROFILE SCALES PREPARED BY : 3187 Red Hill Avenue Suile 250 Casto Mesa, CA 92626 (714) 751-7373 Fox(714) 545-8883 uvu 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. APPROVED PUBLIC WORKS DEPT. DATE REVISI •NS NO. DATE BY APPROVED HORIZONTAL 1" = IO' PLAN SCALE OCEAN FRONT, ACCESS RD AND PIER PLAZA DETAILS ~ '" / ;'! ' , -' ~ 1"=10' N -,--,--i----------1-------t----7-===-=c-r..;.;c:;;-,---;c.,---t--------------,-------l: l----c---+---+---+-----+------e---------1 DESIGNED BY DRAWN BY: CITY OF NEWPORT BEACH R-5763-S } ffi 1/9/02 NJG REV MAIN PARKING LOT CONTOURS/ELEVS/ASSOC'D CONS l----+-~--+--+------1---------1-----.j CHECKED BY: DATE : PUBLIC WORK 17 96 ffi 10 8/01 NJG REV NW PARKING LOT CON OURS/ELEV'S/ASSOC'D CONST S DEPARTMENT SHEET OF PARKJNQDEMO SEESHEET22 l I I I I f I It t 6 i 0 1 3 2 -------• - I ~? + -r J 20 DEMOLmON NOTES : ® @ @) ® ® COLD MILL 1" EXISTING STREET CONCRETE PAVEMENT. SAWCUT AND REMOVE EXISTING PCC CURB AND GUTTER. SAWCUT AND REMOVE EXISTING 8" 11-IICK 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 PLANTER WALL 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 011-IER UTILITIES SHALL BE ADJ\JSlED TO GRADE BY 011-IERS. • REMOVE PULL BOX AND CONDUCTORS IN TI-IE ABANDONED CONDUIT. REMOVE AND SALVAGE EXISTING STREET LIGHT. ill, RELOCATE lRAmc SIGNAL PER lRAffiC SIGNAL PLAN. RELOCATE SlREET SIGN PER SIGNING AND SlRIPING PLAN. CITY TO SALVAGE METER HEAD AND CONlRACTOR TO REMOVE POST. SAWCUT AND REMOVE CURB DRAIN. REMOVE EXISTING lREE. DISPOSITTON NOTES : III [fil PROTECT IN PLACE REMOVE AND SALVAGE LEGEND: COLD MILL CONCRETE PAVEMENT. REMOVE AC PAVEMENT. REMOVE CONCRETE PAVEMENT. o TaEPHONE CONDUIT MUST BE RB.OCATB) TO AVO.'O INTEFIFERe:CES BETWEEN CATCH BA8lNS, 81 HEEi uaH1S, lRAFFIC 8lONAI.S, TFIEES AND 01HER S11iUC1UFIE8. SEE lw.PROVBIEIIT PLANS FOl'I LOCAllONS OF THESE FEAlUliES. 10 0 20 40 l'.llfESSIO !\MES ~ . ._(_/.\\,~- No. 9308 {I p. 12-31- 1 V \\.. ! • 'i • • I ! ~ ' ; • ~ • t ~ 2 0 0 ] r;;~;;;;-;;;-:--------,~~~~~~~-,::;-;::-;~--r------:=:-=t-:--:--------,---===-:-:---~-.---------~C:::.3~3~33~f PREPARED ev: CITY OF NEWPORT BEACH RE 10Ns PROFILE scALES a £ GRAPHIC SCALE: 1"=20' 3187 Red Hill Avenue 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 CITY IS NOT RESPONSIBLE FOR NO. DATE BY APPROVED HORIZONTAL 1" = 20' BALBOA BOULEVARD DEMOLmON PLAN FROM 8t-OO TO 18-1-00 w z , , DESIGN ASSc™f'TIO SI ANO CCURACY. APPROVED PLAN SCALE 1" = 20' I t==t=====t==j==========t==============j========.ihDE~s~,G~N~ED;;-;;B~~~D;,RA;W~N;;-;;~~:--1---------------,------Ji (714) 751-7373 Fax(714)545-8883 /!1-0/ , CITY OF NEWPORT BEACH R-5763-S ~ ' L..., ________________________________________________ j_ ___________________ L----~~:.!~~~::_ ____ _,!D~ATE~ _ _trz72~!E1o[Zs~'.2:01LJbN~J[GtRfilE]v}P~H}uJEN[E"}7&Jc$JsE4:-:ffiRE~M[ZS~A~Lv[[s=T□LITr:t2~~~==~fCH~E=C~KE~D~B~Y:: J.:0~AT~E~' __ l_2P~U~B~U~C~W~O~R~K~S:_!:DE~P~A~R~TM~EN!T~_fs~HE~ET~19~o~r]9~6~J CL INT 5+ 13.98 AllEY = 8+65.00 WASHINGTON ST. ALLEY ,ti, 25 -- ---ss ----ss ---- VI I I PHASE 3 Cl INT 7+69.90 = 8+65.03 T. ---_ _J 52 ;.:=..:"~:· .. 2:;;i~::'7;~,:~::::f:3;;~:~.: • • • .. .-.:;;:$' •\(,', .. : ..... 52 2 r-s···• •. , ~ ti' R· i ' ! FDC V, ), [J " . tl ii ~ 1 0 I .,.. ) ; ' r .. ·; ,, \ ~ '-.., ' I , FDC , I .< l ~ I ·' w l l I ', ;· r, ! □ ' I -" , ! " -• ,_.I' I ~ ..... ,,, ·1 ' , 01 I. ..,,/' ,· /1 . •·-· .... I PHASE 3 .J MM + ss --ee-◊ ss :, : .. ,,, !.,n, . I ' I ' / r I .( I I 1: I I\ ' :, \ ~e ) , \ I I -1~ I ,, ' I''•• <, . ' ' - DEMOLmON NOTES : SAWCUT AND REMOVE EXISTING PCC CURB AND GUTTER. SAWCUT AND REMOVE EXISTING 8" THICK 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 PCC CROSS GUTTER. SAWCUT AND REMOVE EXISTING AC PAVEMENT. 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. REMOVE AND SALVAGE EXISTING STREET LIGHT. & RELOCATE STREET SIGN PER SIGNING AND STRIPING PLAN. CITY TO SALVAGE METER HEAD AND CONTRACTOR TO REMOVE POST. REMOVE EXISTING TREE. COLD MILL 2" EXISTING AC PAVEMENT. DISPOSmON NOTES : PROTECT IN PLACE REMOVE AND SALVAGE LEGEND: REMOVE CONCRETE PAVEMENT. COLD MILL AC PAVEMENT. REMOVE AC PAVEMENT. --PHASING LINE 0 NE CONDUIT w.usT BE RELOCATED TO AVO'D BETWEEN CATCH BASwlS, SIHEEI LIO.HTS, SIONAL8, TREES AND 0'11-!ER 8TRUCTlJl'IES. SEE ~FIO'IBIJ:NT PLANS FOR LOCATIONS OF 1HE8E FEATUFIES. 20 10 0 20 40 GRAPHIC SCALE: 1 "=20' ~i\lrESSION, ~r,.IAES "'0"' 0: No. 39308 {t p. 12-31-01 CIV\\.. OF C~ r ~ I ' ~ ' :,. ► • t ~ C-3333 i r------------------.-------------------,-----------+-----------,---------,-------------------1• g PREPARED BY: CITY OF NEWPORT BEACH PROFILE SCALES 3187 Red Hill Avenue Suite 250 Costo Meso, CA 92626 (714)751-7373 Fox(714)545-8883 u¥il RE IONS i-----------------------NO. DATE BY APPROVED HORIZONTAL 1" = 20' BALBOA BOULEVARD ; 0 ! FROM tB-l-00 TO 2ot41.51 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 D ACCURACY. APPROVED .r----/J-J-o) PU UC WORKS DEPT. DATE AND ALLEY i 256U I PLAN SCALE FROM 5+28.88 TO 7+44.90 : 1· = 20· DEMOLmON PLAN ; :=:===:==:======~===========:====~i-=DE=s1G=NE=D--=B:-:--Y: -r=DRA""w=N-:::BY,.,..: -+-c-, TY_O_F:::..:;N::;;EW.:;.:;P...:;O...:;R::;;T_;_B.;_E.;_A:..;C...:H--=;:;_R~-.:..,57,,--63--S--!i hc-l-;-;c-;:;;-;::c:+-,-:-:::--l-=::-:-:::c-::-:---=+c---;--cc~=cc=-:-:---+~77--j CHECKED BY: DATE : , 10 5 01 NJG REV CN 54 -RE SALV ST LIGHT PUBLIC WORKS DEPAR1MENT SHEET 20 OF 96 I I I I' ........ -, I I I -, I I I < ( I I I I I~ t5 I I 001 I ~ I Ci I I I <( 1< I I I I ; i ' i l ' ' •••.• ---.. -----•·· ............ ----······· ·--···-----•-··-------·-·--···-•··---·-·--··--··-------------------- .,...,,,,,,,,,,,,__,.,,__....,_,,,.=-r..._------,----.-------------,..e==::-:--_"' __ I I I r w L ... 1_! ri i ,, H ·•--~-,.-!. I.! .. ,, .. " ..... ,__ _ __, ····1 I SEE SHEET 22 I I DEMOLmON NOTES : @ ® ® ® ® ® @ SAWCUT AND REMOVE EXISTING PCC CURB AND GUTTER. SAWCUT AND REMOVE EXISTING a• 1HICK 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 PCC CROSS GUTTER. SAWCUT AND REMOVE EXISTING ACCESS RAMP. SAWCUT AND REMOVE EXISTING AC PAVEMENT. 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 RNISH GRADE. ALL 01HER UTILITIES SHALL BE ADJUSTED TO GRADE BY 01HERS. REMOVE PULL BOX AND CONDUCTORS IN 1HE ABANDONED CONDUIT. ~/• REMOVE 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 TRASH ENCLOSURE. REMOVE AND REPLACE EXISTING FENCE AND GAURD POSTS. DISPOSmON NOTES : [I] PROTECT IN PLACE [Ij REMOVE AND SALVAGE III RELOCATE BY OTHERS LEGEND: REMOVE CONCRETE PAVEMENT. REMOVE AC PAVEMENT. 20 10 0 20 40 <?RCll'ESS/O,v, ~i,.IAES G'r, :,,, ?< A/\.A.11~~ 12-31-01 * CJV\\. ~ OF C~\.\~\J t " ~ ' " ' " l GRAPHIC SCALE: 1 "=20' t ~;;;::::::-;:;-:---------r-~~-::-:::-:-:-=:-:=-:-::::--==--:--=-:--:------i-------+---------,-------.---------~C:..::3~3~33~~ PREPARED BY: CITY OF NEWPORT BEACH RE~IONS PROFILE SCALES B 3187 Red Hil Avenue Suite 250 Cos\o Meso, CA 92626 f)(,;l uvkl 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 ASSU~NS AN ACCURACY. APPROVED I APPROVED HORIZONTAL 1" = 20' EAST BAY AVENUE i DEMOL:.mON PLAN ~ PLAN SCALE FROM ot00 TO 7+50.20 ! 1 n = 20' ~ H--t---t-------t----+==~~~-l-------~~---1" NO. DATE BY 1/-/-oJ r--+---+---+-----------+---__j DESIGNED BY: DRAWN BY: CITY OF NEWPORT BEACH R-5763-S I ..... ________________________________________________ _j_ ___________________ L ____ ~P~U~B~LIC~W~O~RK;:S~D~E:PT~·-----D~A~TE~_.L]§2]~1;-;;o[!~s~""o[1t~NCCJ~Gj1]R=E~V~C~N[Y5~4-:--:'BJR=E~M1:C.:~s~AfL5'.:v~s=Tr1Iu1tG~HJ!T::-:-:-:1~1'1~:-=-=j~c:H~EC:K~ED~BY::.fD:AT~E:..'...: __ L_P~U~B~U~C~W~O~RK~S~D~E~PA~R:TM~E~N!T _ _j.,:s~H~EET~21~o~F:_9~6 il I (714) 751-7373 Fax(714)545-8883 I I r I I' i I I ! I ri i I : : I " ' , I~-.; ; ' ·••' • i ' ; _, __ . ,. l ' • I ' i !z ~ I l I i DRAIN '·····'"""""".1:·····1 -·11 • 1 . • . 'r . -.. · 1· .. I I I '. . • ·------ -- \ •• . • - . . ! I I II . '1· I ,. .. I I SEE SHEET 19 BALBOA BLVD. . ·, l \ \ \ \ _. _,,,.- PHASE 2 I \ ~ \1 \1 c1· BALBOA BLVD. SEE SHEET 19 SEE SHEET 19 BALBOA BLVD. Tr I I I I I I I I I I . · ... ·, ...... it ~ I I I I I I I ·.-;-'-1 -. ..... I I J1 BALBOA BLVD. SEE SHEET 19 EAST BAY AVE. I i ·-. . l L ___ __\ DEMOLmON NOTES : SAWCUT ANO REMOVE EXISTING PCC CURB ANO GUTIER. SAWCUT ANO REMOVE EXISTING 8" THICK 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 EXISTING CITY UTILITIES (EXISllNG WAlER VALVES, SANITARY SEWER CLEAN-OUT, SURVEY, MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES ANO COVERS TO FlNISH GRADE. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS. REMOVE PULL BOX AND CONDUCTORS IN THE ABANDONED CONDUIT. REMOVE AND SALVAGE EXISTING STREET LIGHT. & RELOCATE STREET SIGN PER SIGNING ANO STRIPING PLAN. CITY TO SALVAGE METER HEAD AND CONTRACTOR TO REMOVE POST. SAWCUT AND REMOVE CURB DRAIN. REMOVE EXISTING TREE. DISPOSITTON NOTES : IJ] PROTECT IN PLACE m REMOVE AND SALVAGE LEGEND: REMOVE CONCRETE PAVEMENT. REMOVE AC PAVEMENT. iaFESSIO ~1>-!.IES "" No. 3930 {< Exp. 12-31 20 10 0 20 GRAPHIC SCALE: 1"=20' 40 CIV\\. OF C~ C-3333 ! " ' {; ' Jo ~ f ¥ ;'-• ~ r-PR_EP_ARB> __ B_Y_:-----------.--C-IT_Y_O_F __ N_E_W_P_O_R_T __ B_E_A_C_H __ --,-_______ RE_VIS_I_ON-S--------...--PR-O-FILE-SC-AL-ES--.------------------11 1" = 20' PALM STREET I ~ 3187 Red Hill Avenue Suite 250 Coslo Mesa, CA 92626 (714)751-7373 Fax(714)545-8883 i---------------------1 NO. DATE BY APPROVED HORIZONTAL l--l--"-~-1-;;:...c.-1-------------+----1 THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT ANO ADHERENCE TO THE CITY STANDARDS ANO REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMP S ANO ACCURACY. r- APPROVED ))-/-o} DEPT. DATE PLAN SCALE 1" = 20' DEMOLmONPLAN ~ , FROM 7+60 TO 14+40 a § " :=:===:==:==================~====~1-=oE=srG=N=ED-=a::-:-Y:--r=oRA=wc::-:-N--=BY,.,...: -+-C-ITY_O_F_N-EW_P_O_R_T_BE_A_C_H-,---=R--:57=-::6:-::3--S::-ii PUBLIC WORKS DEPARTMENT SHEET 22 OF 96 hr+--,~-l--+------~--cc==---+-h';,-,--; CHECKED BY: 2 10 5 01 NJG REV CN 54 -REM SALV ST LIGHT DATE : PHASE 2 / PHASE 3 'I I I L-. ___ _.,,-, ' .... ,.,1••··.,.~ !,'._,,,' i . , ' , • 'i• -·:· ·r. ·: - : C I I I ii / .✓-------~-·-. ' • I I . I .I I I I I l DEMOLmON NOTES : SAWCUT AND REMOVE EXISTING PCC CURB AND GUTTER. SAWCUT AND REMOVE EXISTING 8" 11-IICK 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 EXISTING CITY UTILITIES (EXISTING WATER VALVES, SANITARY SEWER CLEAN-OUT, SURVEY, MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISH GRADE. ALL 011-IER UTIUllES SHALL BE ADJUSTED TO GRADE BY 011-IERS. , REMOVE PULL BOX AND CONDUCTORS IN 11-IE ABANDONED CONDUIT. RELOCATE STREET SIGN PER SIGNING AND STRIPING PLAN. SAWCUT AND REMOVE CURB DRAIN. DISPOSmON NOTES : [I] PROTECT IN PLACE III REMOVE AND SALVAGE II] REMOVE AND DISPOSE [Ij RELOCATE BY 011-IERS LEGEND: [22] ~ REMOVE CONCRETE PAVEMENl: REMOVE AC PAVEMENT. 20 10 0 20 GRAPHIC SCALE: 1">=20' 40 ~SltESS/ ON-4 r,.MES 9308 p. 12-31-01 CIV\\.. r:Ji:-~ OF C~lf ! " ¥ • ' ~ ' J, I I C-3333 t ,-------------------,----------------------,-------------------------.---------r----------------=:::_~::,:::.:::__-1t PREPARED BY : CITY OF NEWPORT BEACH REVISIONS PROFILE SCALES ! APPROVED HORIZONTAL 1• = 20• WASHING:'TQN STREET lw THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR 11 • , NO. DATE BY CONCEPT AND ADHERENCE TO THE CITY STANDARDS AND DEMOLITION PLAN • REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR PLAN SCALE ! 3187 Red Hill Avenue DESIGN ASSUMPTIONS AND ACCURACY. 1---f---t--t-------------t----7-="""'=-=1 •.,....,=--:2;0.,,, "'7'"-:::-:--+-------FFIO-M_7_+65 __ T0_13+_12_.,...-_____ _j~ Suite 250 ~ ~ 1 Coste Mesa, CA 92626 APPROV J)_, (\ _ ,,....~-0~ "'/ f---l---l----l----------f----..---1 DESIGNED BY: DRAWN BY: CITY OF NEWPORT BEACH R-5763-S ~0° (714) 751-7373 Fax(714)545-8883 µ:, ~ ~ U"-' _ .._ ______________________________________________ J.... _________________ -1 ____ ....;,P.:;U:,:L:,:1c..:w.:..:o~RK=:.::.PT;,:,. ____ _::D::,::ATE~ _ _J-_ -_ __J_J-_ -_ -_ -_ -_+-L---_ +1 -_ -_ -_ -_ -_ -_ -_-_ -_-_ -_ -_ -_-_-_:-_ -_ -_ -_ -_ -_ -_-_+-L---_ -_ -_ -_ -_ --1..Lc_H_Ec_K_ED-BY_: .LD-AT_E_= __ L_:.;PU:::,:B:U:C::.,:W~OR:K::;:S~DE~P.::A::.;R.:,:TM:,:E::;N:.:,T _ __JL.;s!!::H~EET~2::;3~o!F..:9~6~j I ' I I, I I I · I 1 • I I \ ' ' ~ I ~~ ) g"' □"';ii .. ~I I I < I I !11 ! !z Ii I 0 1fE -v~-~-------w---~~~~~~~~F ~ I I 1"'1 I 0 I " " ~ ~11 I 56 . I j CL INT , .. 7+69.9 ALLEY= 8+65.0 MAIN ST. 53 I I I I I I I I -@. I I I I j I DEMOLmON NOTES : SAWCUT AND REMOVE EXISTING PCC CURB AND GUTTER. SAWCUT ANO REMOVE EXISTING a• 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 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. I ~ ----Li~~~ -• \lL\\d;Sri::1\\\·-· r.-'-<F.--;-.,....,;~ ...;+:;~~:,;,L.',~\'..V,8~~+1/fk?"""'~.~/-;=*~:-:-S~ RELOCATE STREET SIGN PER SIGNING AND STRIPING PLAN. SAWCUT AND REMOVE CURB DRAIN. 0 s C) ..,., ....... 0 ·"~· ' l I I I' ---·-·· l ' I I I, I I ·~ ::; :; ' • . . • a::...,_: :-i-'-\ ::..:..-,,,..~~:=;w.~*p.:.:.c:.:.7r~~~::::;-F~~ T· ...... 1 \'O, ··-~--·····-" -··) I\ . . \ \ \ I . 'O, I I I I \ 'O, I PHASE 2 CL INT 1o+OO.00 MAIN ST.= 17+35.53 BALBOA BL VD. I ' I ~ M ' -,,-I I CL INT 10+00.00 MAIN ST.= 17+32.09 BALBOA BL VD. r I I I I I ~ "' " G)r<'I :t::I I , I " I " I I I ' , ... , __ ,,____. I I I I ,~~+~~-~+--++.~~-~~~~~~-U~--~' I 45 45 AINST.i -0 I : PHASE 2 I I I I I I ~ s Q =~§,. ·o t5 _J -zw _(D <(w ~w Cl) f - /11~ I REMOVE EXISTING TREE. DISPOSITION NOTES : OJ PROTECT IN PLACE ~ REMOVE AND SALVAGE LEGEND: r7:7 Ld &§] REMOVE CONCRETE PAVEMENT. REMOVE AC PAVEMENT. ! \ii • i I; 15. GRAPHIC SCALE: 1"=20' i r-;::::::-=-:-::::::--=:----------i----:::=:-:-=-:-:-=-:-:::-:::--::-:::-::-=-:-:~--.----------------.-------,---------~Cc.±33~3~3--I} 2□ 10 0 20 40 PREPARED BY : CITY OF NEWPORT BEACH REVISIONS PROFILE SCALES I i !§. > uvil THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR NO. DATE BY APPROVED HORIZONTAL 1• = 20' MAIN STREET CONCEPT AND ADHERENCE TO THE CITY STANDARDS AND DEMOLITION PLAN REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR PLAN SCALE 3187 Red Hill Avenue DESIGN ASSUMPTIONS AND ACCURACY. FROM 7+65.19 TO 12t55.58 • ~,~1f;~;~~,~~~:;~714)545-sss, APPRov~d~" '= , c&D~l t=Jt===Jt==t=====================j======~hDE=si:=:GN~E=-D.;:,,,.~:-,=.;;;~""w""'N-=BY"'":--I--C-IT_Y_O_F_N_E_W_P_O_R_T_B_E_A_C_H_"T""'_R ___ 57_6_3 ___ s__Ji: ..,_ ______________________________________________ J... _________________ ...J. ____ _::P~UB:::;L~IC.,!W:,::O~RK:;,:S~:_:~P:.:_, _____ ~D:ATE.:,__j_-_-_r-_-_::_::_-JL-:--:r-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:;-[':-:-:-:-:-:-1i:c:HE:C:KE:D~B:Y.:_: J.:D:AT.:_E_:,= __ L_~PU~B~Ll~C:_!!W~OR~K~S~DE~P~A~R!!TM~E~N~T _ _j_,:S~H~EET~2~4.,:0!F.!9~6~J NOTES: lj ' " SD 1 --_ij ,,., I .JMH~·• \ ' ' i I 3 '' TRASH' .. , ..... ' ....... , - - - . . - . --... -·.... .. .: .. ·c ::.. . . :· .. --:·c .. ·:·:-.. ·-----·--.. ---.. , .. ,... ........ ---· -------· ............ ___ ---.................. --- 2 I ' ' ' " •• ' • • • • --' 45 ' •, ' • : ' ' I : • , [ 1 j f. ,·~ ~ i' . , . 1 1 45 ! 45 ! , 45 : ; • i i b ' 45 i • !' · I , : I ( f 1 ;· .. ! ! i i • : ! t I, "I i'. 1 , WALK :1 :, WM 'A' ' ' ' N 671.617 E i368.32 • ' . 1-... -.. i L N ,738.i;3 E 1394.79 I ' i -j . . • . j. ., N 8os.1s9 _ E 421.26 I ! i I . \ : 6X6 SAWC.UT TY,P. ' ' 49; j I : f ' 1 i i ! i N 1649.61 ' i .. ·' . ·•-··\.... . .. -· !--· -i -·· --1·· I I ; \ f j ~• DIA\ (TYP.) N1716.~7 i I i . 783~53 N !348.62 ~A" N 1870.69 E :446.99 'A' 3 2 TREES DEMOLmON NOTES : SAWCUT AND REMOVE EXISTING PCC CURB AND GUTTER. SAWCUT AND REMOVE EXISTING PCC DRIVEWAY APPROACH. SAWCUT AND REMOVE EXISTING PCC SIDEWALK. SAWCUT AND REMOVE EXISTING PCC CROSS GUTTER. SAWCUT AND REMOVE EXISTING AC PAVEMENT. REMOVE EXISTING SlREET LIGHT AND BASE. ADJUST EXISTING CITY UTILITIES (EXISTING WATER VALVES, SANITARY SEWER CLEAN-OUT, SURVEY, M0NUMENlS, 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. REMOVE AND SALVAGE EXISTING STREET LIGHT. ffi DISPOSmON NOTES : OJ PROTECT IN PLACE [fil REMOVE AND SALVAGE I-i ' I '7"'------{IJWALK 49 N 616.16 E .410.82 E !424.12 i ' ! ' E :450.59 I ' ' I 477106 • E 502.80 I ,I ' ;, ' i ' ' ' . :I®°: i. I : i \ • ;: 45 l. !i '. ,; ,· " ,, :i [j I i i ' I . l j . ' i ' I i I ! ' ' _J • ~i~'l t ri,'1 49 : ' • I :...-' ' r·t·""· I ' ' .•.•••.. --; ----• -i·- ' I 49 49 ES: I ! REMOVE CONCRETE PAVEMENT. REMOVE AC PAVEMENT. ----PHASING LINE • ' . ' ;------'---I: \'."'.''.":''.;--~-i N i572.02 E 522.08 SAWCUT LINE PROPOSED CURB SEE DETAIL. ,O~N'...-----:;>< SHEET 15. - 49 N i6o5.J9 E 535.72 --1<-_,,_,,._,,__,L-_!.!.~f~~~~!.!..N!!!.l~=G (SEE PLAN) i 6X6 SAWCUT DETAIL N. T.S. 'A' PROPOSED CURB 1 1REE i PHASE 1 GP 2 CURB 1 C&G 1 . i GATE ' • ' -~ • :,~;, • •'-•• • ,,_,_, ,_~;,:, • .,.,;_,.'.-..._,,A;:...:.,_, .. . i' • ; I 5 ~ ..... -• 1 ...... I 44 'Pi ._ ~ _ ... ->' ' ' ' . I •. ' -___, ' ,--•.' 20 I "i '0 • • " " I E " I , ~' I .~1 Io , ~ ' ~! w • :8 • 0 ~ ~ C F c~ Ii ",RA,:,, SCALE, ;,,. ffl ,I r.:::::::::=--:::-:----------i---;:-;:;:~::-::-::-:-:::::-:=-:-=:--=-=-:-::-:-:---,-------------,-------..---------~C~33~330.._JI~ FREPARB> BY: CITY OF NEWPORT BEACH REVISIONS PROFILE SCALES ;\ .;_; I "" ' THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO THE CITY STANDARDS AND NO. DATE BY APPROVED HORIZONTAL 1• = 20' BALBOA PIER PARKING AREA , 1 1. 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. 3187 Red Hm Avenue REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR PLAN SCALE DESIGN ASSUMPTIONS AND ACCURACY. DEMOLmON PLAN f Suite 250 Cosio Meso, CA 92626 APPROVED Mk/~ //-)-oj 1-----1-----1-----1-----------l-----lDESIGNED ;~: = i:wN BY: CITY OF NEWPORT BEACH R-5763-S 1----------------··----·----------------------------------L...------------------...l.----_:P:.:'.U:;::BL:;::IC:.:.:,WO::,:R:::;K:;:S_::D~E:,:PT,:_. ____ _.'.D!A:'.!TE;__t2,~!1£1"'o!Zs~'.£'01u[iN~J[G~-1-,Rffi'E[y°VJC~N]5[4~-JR~EliM~~S~A~LV[[s-T[LIQIG?liH[---:T---=---=---=l~~"?,:~-:---=---=i:c:HE:C:KE~D~B:Y~: J.'.:D:AT~E~= __ ..L_2P~U~B~Ll~C~W!O~R~K:S!.£DE~P~A~R~TM~EN~T!:__bs~HE~ET!J2~5~o~F~9 (714) 751-7373 F ox(714) 545-8883 :, ' :, :, I I . 49 I ~ w I -I I ~ = I I I I I ~ ~ • TYP . 49 ' _L . ---r -- WALK •·. ' : / \~.~:,.-~---=-~-··•.·--~ cl~-~,!:!.~<i•.:,.j',i:f~~) ~-~~ ·• ---L 42 'A' PROPOSED CURe~·e----(TYP) 586.36 671.17 / 1/ --N 573.13 E 704.65 5' DIA. (TYP.) •A• ·--·-·--, - • -0 .-, .. -- 'A' SEE DETAIL ON SHEET 25 6X6 SAWCUT TYP. 49 -1--- / .__ ______ ..., / C&G 1, I - I . ' .. ' i 2 TREES 'J5 -' .. -· . .. . . . ·"···--------"'·· --·-·••-•· 1 42 3 TRE S 2 TREES .'•, >,«-u,~~•-~ •-~'--' . --••-- e au 1 1------- ' ' 2 TREES TEL 1 2 • TREES 57 ' ' :,,-.:;,.,,_-.;c·· ;;• .. : · .. . . ~•" . . ' .. L::t:::::;s-ci(~-d,-7 \\.:. ___ , __ . I 2 \2S42 I 'A' 1 ~EE I ' \ 49 \ I I I I ,; , 42 ,,~~___,,!'""'.'... . -l 2 TREES 2 TREES ,42 49 1 TREE \ C&G ~ ~EEC&G .--=--m 49 TREE N 512.98 E 990.15 49 5' DIA. (TYP.) N 479.45 E 976.99 C&G ii i "'··~-~----,_ ---,, I' ·' ,, ' DEMOLmON NOTES : SAWCUT AND REMOVE EXISTING PCC CURB ANO GUffiR. SAWCUT ANO REMOVE EXISTING a• THICK PCC ROADWAY. SAWCUT ANO REMOVE EXISTING PCC DRIVEWAY APPROACH. SAWCUT ANO REMOVE EXISTING PCC SIDEWALK. SAWCUT ANO REMOVE EXISTING PCC CROSS GUTTER. SAWCUT ANO REMOVE EXISTING ACCESS RAMP. SAWCUT AND REMOVE EXISTING AC PAVEMENT. 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. RELOCATE STREET SIGN PER SIGNING AND STRIPING PLAN. CITY TO SALVAGE METER HEAD AND CONTRACTOR TO REMOVE POST. DISPOSmON NOTES : [I] m m [I] @] 0 PROTECT IN PLACE REMOVE AND SALVAGE REMOVE AND DISPOSE RELOCATE BY OTHERS REMOVE AND REPLACE REMOVE AND RELOCATE LEGEND: ~ ~ Lill ___ ....,. REMOVE AC PAVEMENT. REMOVE CONCRETE PAVEMENT. PHASING LINE '(\\.\ltESSION4l ~"MES Iv lf~Vv'- p. 12-31- O> • TI <D N -• • £ • I E TI I 3- ~ 0 E • 0 .,: I • TI .; 0 ? t;, C i ~ ':'.f / • ~ Gu;m / , i ·· ;-J::Y'6 rj ~ ,.'"'":" ,~LE, ~ 20· w I CB & FRENCH DRAIN , C-3333 ~ ,----------1---------------,----1---------------------,,-------------------~----..:...-----------,---------------.;:,_~.::.,_:;...:;.__-IZ y NOTES: 1. 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. PHASE 1 PREPARED BY 3187 Red Hm Avenue Suite 250 Costa Mesa, CA 92626 (714) 751-7373 Fox(714) 545-8883 uvu 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 CllY IS NOT RESPONSIBLE FOR DESIGN A( ONS AND ACCURACY. APPROVED ~~l.Al,J;)~!:::.:::::::'.. PUBLIC WORKS DEPT. DATE REVISIONS PROFILE SCALES .. NO. DATE BY APPROVED HORIZONTAL 1" = 20' BALBOA PIER PARl(ING AREA ; 0 PLAN SCALE DEMOLITION PLAN -z ,. = 20' ~ i---r-----t---t'--------------t'-----J..----~------1---------------,-------~;:- l---t----+--+----------+----I DESIGNED BY: DRAWN BY: CITY OF NEWPORT BEACH R-5763-S 0 1---------t'a: t---+---+---t--------------t-----1 CHECKED BY: DATE : PUBLIC WORKS DEPARTMENT SHEET 26oF 96 '5 .,_ __________________________________________________ _,_ ____________________ .._ ___________________ ..... _.._ __ .1-,....,1 ____________ ....,1 ____ .._ _________ -1 _____________ ..i, __ ....., ___ __.a. ::..:: c::: 0 3: ~ "A" 0 3' / ""-: Mr~---•~. •, / ' ------- ~ (( --~-~ .. -~--------~ --------,: p --~=-~-s.- TREE WELL TYP. EQUAL Ct: w CL z <{ <{ f--' (J) CL EQUAL PHASE 1 ' // ,x....._ Ln--'-t----" --:v• B DIETA!L W/ PATTERN "B" SCALE 1"=5' PHASING, PATTERN & FOOTPRINT -~ "~'..:.."11 I • STANDARD BORDER TEMPLATE (STACKED BRICK) PALM ST. SEE SHEET 30 CUSTOM PATTERN TEMPLATE (12" X 12" @ 45') COLOR: BRICK RED TEXTURED ASHPALT PATTERN SCALE 1"=5' WASHINGTON ST. SEE SHEET 31 *PATTERN "B" . *PATTERN "B '--'1-----------_-_------~-;~ 1 A~TT~E~R~N_--.-.=~--.. -------.'cil----....::::---1 1 I ~ __ P_A_TT_E_R--,N "'"_B'_' ----1 PATTER ~:s~~NGTON , _ , _ STREET,,B,, I ~ ~ ~ g ~ ~ ~ B r0l--~~---L,,,,qW} r-,-.. +<t: +a.. N + L_ o n 'T 'T + + "' "' N <0 *PATTERN lf) LI') "B" n co X lo, ,_: CL INT. & ..,,_ . co -' 12+23.19 / + · Nf-BALBQA BOU = -(/) 10+00.00 P M ST E1 -<--~-1'--'---4-'IJ :J; ---cJ-----1 lf--r-rH + r::: + N en en m N co "' + + N N 0 en "" f-ro u, +o N CL *PATTERN "B" GENERAL NOTES: ro m + N N f-- 0-' + ' n f---(/) en en co m °' m + + N N *PATTERN "B" * WITHIN THIS AREA THE SHADING PATTERN IS A CONTINUATION OF ADJACENT FINISHES. en n N + n 4' CROSS GUTTER, SEE DET. 13, SHT. 3 <Cl co N + n 'PATTERN "B" c(l <Cl a:i c() co + + n n + net: -st-~ + + -st-n ....... I--.-l..J...J -st--sj- 'PATTERN "B" z co f-0 (/) +o 'T CL m -+ 'T 0 *PATTERN "B" PHASE 1 "' 'T + 'T 0 0 0 0 0 en "' n r---.: 'T sf-+ + 'T 'T *PATTERN "B" "' co + 'T WASHINGTON ST. SEE SHEET 31 *PATTERN "B" n + "' co co ro co + + + + "' "' en cn c() c() 'PATTERN "B" "' n "" 7.14' 1.00' 3.80' '-"-lf-++----'CO'~---+ 0 0 6" SQ. 6 Wz CL« «-' f-CL (/) R~0.75' TYP. 1' ,?".? ~ ·.9o, ·S&, PATTERN 5 E TYPICAL ST. LIGHT, TRASH & POST 4 X 4 TREE WELL / (TYP -BALBOA BLVD)_/ SCALE 1"=5' -' -' "' WW z 3 CL <{ W<C -' CL Wf-Ct'. (/) f-- I TREE WELL PER STANDARD (TYP.) EQUAL ci r.,~~ EQUAL 5' ~I ~1 ====1J TYPICAL BENCH TOP VIIEW SCALE 1'=5' PER PLAN EQUAL EQUAL SAWCUTY -' -' Ct'. ww z 3 CL <{ w « -' CL w f-fl' (/) A TYPICAL PATTERN "A" W/ TREE WEll ti') "' ,'ffi----f N + <D *PATTERN ti') co st-+ co *PATTERN B *PATTERN "B'' "' "' :2 r-+ + co <o *PATTERN "B" SCALE 1'=5' PH 2 MAIN ST. EE SHEET 32 PATTERN en ,n o n m m + + co <D " " "c" MAIN ST. SEE SHEET 32 PH 2 PH 1 MODIFIED PAVER LAYOUT (EACH CORNER) L CP p A T NP BR PM 3.00' 1B LEGEND: e 0 • e -= CONCRETE LIGHT STANDARD CONCRETE POST W/ HANGING BASKETS 2' DIAMETER PRECAST CONCRETE POT ASH RECEPTACLE TRASH RECEPTACLE TIMBER FORM RENAISSANCE BENCH MODULAR NEWSPAPER RACK BIKE RACK ~ PARKING METER TREE WELL PER STANDARD (TYP.) 4 X 4 TREE WELL (TYP -BALBOA BLVD) TYPICAL PATTERN SCALE 1'0 5' ___ __L_ "B" LITHOCRETE NOTES: (SEE PAVING SCHEDULE IN SPECIFICATIONS) NO. SLAB LITHOCRETE LITHOCRETE THICKNESS AGGREGATE STAIN FINISH 0 4" ROSSO NERO UNSTAINED 0 4" ROSSO NERO DARK WALNUT -~ 4" NONE ~ ll."'"-' l'>oJt. "-1 H 1--( & . 4" NONE I ® 4" NONE BLUE AND YELLOW © 4" ROSSO NERO UNSTAINED 0 4" ROSSO NERO UNSTAINED ® 4" NONE BLACK ry a u ~ N £ " I " £ I 0 / ~ / Id Q_ .,: '-' u, 0 "' " I / " ry C ,o / 0 -0 0 u 0 ? 0 0 '" 0 ~ 'i w SAWCUTTING DECORATIVE JOINTS: 1/8" WIDE X 1/4" DEEP. (LOCATE PER PLAN) ~iorESSIONI/, )i'MES c ~---------------------~----------------------~--------------------------,-------------,-----------------------115 CONTRACTION JOINTS: 1 /8" WIDE X 1 /4 DEPTH OF LI TH OCR ETE. (LOCATE AS DIRECTED BY ENGINEER) 20 10 0 20 oc'!~✓'-"--l'l"~w-t.., ~. >-NI"'«-. 39308 70 . -31-01 40 4;-, C/V\\.. PREPARED BY : CITY OF NEWPORT BEACH e-------------------------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 ASSUMPTIONS AND ACCURACY. REVISIONS APPROVED PROFILE SCALES HORIZONTAL VERTICAL PLAN SCALE BALBOA BOULEVARD HARDSCAPE HORIZONTAL CONTROL PLAN FROM 13+00 TO 18+00 / N 0 '---ry 3187 Red Hill Avenue Suite 250 DESIGNED BY: DRAWN BY: R 5763 S N i---1r----,-,-------------,----i-----~------l----------------,------------l'--- Costa Mesa, CA 92626 APPROVED f---+-----+-----+----------+--------, CITY OF NEWPORT BEACH --o GRAPHIC SCALE: 1''=20' (714)751-7373 Fax(714)545-8883 h,--lc-c:-::-c=:-J-:-:-c:::--r=-:-cc:cc==--===-=:=c::=-ccc::;-;c;-==+-------J CHECKED BY: DATE : f----2-7--9-6--11: L...-------------------------------------------------------....l----------------------..l... ______ P_u_B_L_1c_wo_R_K_s_D_EP_T_. ______ D_M_E __ ..J..&~,._.1,:,..:;3~0~0~2;.i.;;N~JG:a:...J_R_Ev_,_""_o_cR_ET~E,_c_Ro_ss_w_AL_K_c,_o_"'_TR_Y._M_A,_N_sr_P_H_As_,N_c_._ ____ .__ ____ ..,_ ____ _., __ P_U_B_L_IC_W_O_R_K_s_o_E_P_A_R_T_M_E_N_T __ _,__sH_E_E_T __ o_F _ __.£ • I • I I I • "' ~~ mw <Cw 0I m co JW <(WI m co GENERAL NOTES: SAWCUTTING DECORATIVE JOINTS: 1/8" WIDE X 1/4" DEEP. (LOCATIE PER PLAN) CONTRACTION JOINTS: 1 /8" WIDE X 1 / 4 DEPTH OF LITHOCRETIE. 0 "' IX) • + "' ..... a, -+ ,-. - (LOCATIE AS DIRECTIED BY ENGINEER) "' "' 10 ,-..: "' 0 + + ..... IX) --- 20 "' d ~ - 10 PATIERN "A" 0 - ...J <( :::, 5:1 . I ' I I I I I I ,-. "' <X) "' + + <X) <X) /----. -- ~ A t.. I . I \ I, d L ~ ,.,. .... .a.. --,., . .. "' "' I, .. d ...; "' "' "' !-lO + + .... ,., "' '° <X) O> 0 0 --"' "' + + iii ' + PA'n£RN "A" <X) "' "' ---- ' PHASE 3 3' A 20 lREE WELL PER STANDARD (TYP.) 4 X 4 lREE WELL (TYP. -BALBOA BL VD) PER PLAN EQUAL EQUAL TYPICAL PATTERN "A" W/ TREE WELL SCALE 1"•5' 4-0 GRAPHIC SCALE: 1 "=20' I I i.lJ --- E 1 3' LITHOCRETE NOTES= LEGEND: L * CP e 0 CONCRETE LIGHT STANDARD CONCRETE POST W/ HANGING BASKETS 2' DIAMETER PRECAST CONCRETE POT A • ASH RECEPTACLE T 8 TRASH RECEPTACLE TIMBER FORM ~ RENAISSANCE BENCH NP = MODULAR NEWSPAPER RACK BR BIKE RACK PM -PARKING METER {SEE PAVING SCHEDULE IN SPECIFICATIONS) NO. SLAB LJTHOCRETE L.llHOCRETE 1HICKNESS AGGREGATE STAIN FINISH © 4• ROSSO NERO UNSTAINED ~ ~ :(j -.c • I • .c I , J, I ~ :l' ~ 0 "' <( ? C "' ~ 0 0 0 ~ 0 $ g "' a ID a " w ,---PR-E-PA-R-ED_B_Y_: ---------.---C-IT_Y_O_F_N_E_W_P_O_R_T_B_E_A_C_H __ -.--______ R-EV-I-SI_O_N_S--------.--P-RO-FI-LE-S-CA-LES---,----8-A_L_B_O_A_B_O_U_L_EV __ A_R_D_--I ! i------------------------lNO. DATE BY APPROVED HORIZONTAL "' 3187 Red Hill Avenue Suite 250 Cosio Mesa, CA 92626 (714) 751-7373 Fox(714) 545-8883 uvu 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 ::;:a:~'"'~ oi-m-ol l--+------1f---l---------t------1 VIERTICAL HARDSCAPE ~ PLAN SCALE HORIZONTAL CONTROL PLAN N FROM 18+00 TO 19+94.03 Z t----t---t--t---------------j--------1-c:-::c=-c=--,::-,-r==-:--:::-,-+-------------,--=--::-------I g t---+---+---+-------------j DESIGNED BY: DRAWN BY: CITY OF NEWPORT BEACH R-5763-S : , . 1---+--+--+-----------t--------t CHECKED BY: DATE : PUBLIC WORKS DEPARTMENT SHEET 28 OF 96 : .._ __________________________________________________ _,_ ___________________ ....,. ______________________ ,.__i....,_....1 _ _.1,, ____________ _.1,, ___ ......1i...., ___ .....1, ____ ..a., _____________ _,_ __ = ___ _,Q. PUBLIC WORKS DEPT. DATE I i PALM ST. SEE SHEET 30 / "' -.. , L IT e . .. •iii ' .. I-' ,c._ J fJ V ' ' I-,, ' l's-+-+11-llf ~ ~U5 ,-,< -;J; "'I!= -/ ' ! ' .. --.. ' •. ~ ~ ½ -- ~ ~ ~ ~ . ! r-1 .,., 1-~ : ! : ' .. •• • i -. ~"' .. ' '. ·x· ' ' ~ ... r.---:.: "' , l~I 0 + + + '. ' .,. ~ -,-' ; --' L ' I "B" -SAWCUT LEGEND: L * CONCRETE LIGHT STANDARD CONCRETE POST CP 8 W/ HANGING BASKETS 2' DIAMETER O PRECAST CONCRETE POT A • ASH RECEPTACLE T 8 TRASH RECEPTACLE TIMBER FORM ~ RENAISSANCE BENCH NP = MODULAR NEWSPAPER RACK BR BIKE RACK PM -PARKING METER LITHOCRETE NOTES= (SEE PAVING SCHEDULE IN SPECIFICATIONS) NO. SLAB l.lTHOCRETE THICKNESS AGOREGATE © 4• ROSSO NERO un-tOCRETE STAIN RNISH UNSTAINED ~,..~ t--,,--,-; 'l~''l---1; ~-11-':---I.I 1--~' -- j I" : I '~. 7:=====;;;;;;;:::~~~-.,~Rt!,N ~•~....,,,__;___ ___ _:____j PER DETAIL uN SH T 27 PALM ST. SEE SHEET 30 ::: ~ +<O ;J; lO • tn_ r-,.. ~ ;J; PATTERN "A' ;J; PATTERN "A" + 1----::::=-::c:::c'':=:::..:....,,'-'=---=--=l---'C..:..:.:..=:......:.:c.._.:;::"'1 gi PER DETAIL ON SHT. 27 ;); I • 1,, ::J: +m "'< .. / :' 20 II II 10 0 , ... I PHASE 3 PATTERN "A" PER DETAIL ON SHT. 27 N l'ER D.ETAIL O SHT. 27 ~ PHASE 3 '?\\Ol'ESS/ ON4 { ~1>-MES G1, ¢" ?<,. . 39308 Exp. 12-31-01 20 40 GRAPHIC SCALE: 1"=20' ~l'{' CI V \\.-,c::,'<-"'- OF c~\J WASHINGTON ST. SEE SHEET 31 MAIN ST. SEE SHEET32 0 0 MAIN ST. SEE SHEET 32 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" WIDE X 1/4 DEPTH OF LITHOCRETE. (LOCATE AS DIRECTED BY ENGINEER) ~ " .,; !;J ii ~ ~ J,, J w ?; (J (/) 0 "" "' ? ' ~ C ~ B 0 0 " 2 ~ g g ji w z ,---------------------,--------------------.-----------------------r-----="'.:'"":-:-:-:-=----,------------------7::J, PROFILE SCALES EAST BA y A VENUE ! PREPARED BY : CITY OF NEWPORT BEACH REVISIONS 1----------------------,No. DATE BY APPROVED HORIZONTAL "' THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR VERTICAL HARDSCAPE ~ CONCEPT AND ADHERENCE TO THE CITY STANDARDS AND HORIZONTAL CONTROL PLANS REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR PLAN SCALE l:?_ DESIGN ASSUMPTIONS AND ACCURACY. FROM 2+50.t0 TO 7+50.20 12, (\) \\ ~0~ t--t---1--t-----------,-----i-~D~=IG~NE=D~B~~---.,D~RA~W~N.,-:::,~~,-1--C-IT_Y_O_F_N_E_WP __ O_R_T_B_E_A_C_H_-.=R:--::57=:6~3:--:::S::-I~ APPROVED ~&¼-L'1tR,~ -0?>--03-0} f---+----1-----11---------t------i --I PUBLIC WORKS DEPT. DATIE l----+--+--f--------------1------1 CHECKED BY: DATE : PUBLIC WORKS DEPARTMENT SHEET 29 OF 96 u. ~ ~ @ £ ~ 3187 Red Hill Avenue Suite 250 Costa Mesa, CA 92626 (714) 751-7373 Fox(714)545-8883 GENERAL NOTES: SAWCUTTING DECORATIVE JOINTS: 1/8" WIDE X 1/4" DEEP. (LOCATE PER PLAN) CONTRACTION JOINTS: 1/8" WIDE X 1/4 DEPTH OF LITHOCRETE. "' IX) rt "A" ~I~ \ I • "' 1'l "' 1 ,.: 0 ~ .,; . -"' "' + + ~ 0 00 + CX) CX) PATTERN "A" "A' PATTERN "A" \ \ BALBOA BLVD. SEE SHEET 27 (LOCATE AS DIRECTED BY ENGINEER) 20 10 0 GRAPHIC SCALE: ~ + IX) 20 1"=20' I-' -'' . . s "'· ,. -~ ~ 9+ 0 I A. •• "A" PA •RN "A" ·~ - ,...... I cb ~ "' "' .,; (0 CX) 0 + + 00 OJ PATTERN "A" PHASE 2 "' ii 6 - FESS/0 p, - - 40 C/V\\.. "'~ I I I "' "l -· lO "' -0 ,,; c;j -"' + + "' "' a, OJ + + ' PATTERN "A" a, "A" OJ ~ ~ . • -- lO ©~ -PATTERN "A" - PHASE 3 ~ BALBOA BLVD. SEE SHEET 27 I I '--'-. I/ ~~ I . / I,\ . I ~~ BALBOA BLVD. SEE SHEET 27 EAST BAY AVE. SEE SHEET 29 ,-..:,: +< ~ I'!= ~ • ~ ., + c,,~ -+ 0 I 0 ' ~ EAST BAY AVE. SEE SHEET 29 PATTERN "A" PATTERN ,• A" "' "' ~ .,: ,.: ' 0 0 + + "' "' --' ft Di < ~ ·'' 13-tO 0 "' ·~ .. -- J "' II) «i m ,,, "' + + ,,, "' -"T (0 "' + ,,, - w a. PATTERN "A" "' "' (0 + "' - -- (/) < I'!= •r .. ' A ,_._ .... ~ ffi a. w z w;:: :5 I'!= (/) a. PER PLAN EQUAL EQUAL EQUA TYPICAL PATTERN "A" ~f5 a. w z tl:! ;:: :5 I-(/) a. W/ SEA SHELL TREE WELL SCALE1"•5 LIMIT OF WORK I 14+00 I a: ~ m [~-- w ST AMPED SEA SHEU. PATTERN BA K OF CURB 1.5 3' FACE OF CURB ® SEA DETAIL SHELL TREE WELL SCALE1'-5 LITHOCRETE NOTES: (SEE PAVING SCHEDULE IN SPECIFICATIONS) NO. SLAB L.ITHOCRETE LITHOChEIE 1HICKNESS AGGREGATE STAIN FINISH ~ 4• ROSSO NERO UNSTAINED B" ROSSO NERO UNSTAINED LEGEND= L * CONCRETE LIGHT STANDARD CP CONCRETE POST e W/ HANGING BASKETS 2' DIAMETER 0 PRECAST CONCRETE POT A • ASH RECEPTACLE T e TRASH RECEPTACLE ~ TIMBER FORM RENAISSANCE BENCH N? = MODULAR NEWSPAPER RACK BR BIKE RACK e SEA SHELL TREE WELL PM -PARKING METER "' • u g --\j I " ~ I ;:, 0. / Ir -< 0 V, C> "' -< ~ "' C ~ .s 0 D u 0 ;!; 0 g ' g i ~ w z PREPARED BY ~--------------------,-----------------------,,-------------------------.---------,---------------------1_::!- CITY OF NEWPORT BEACH PROFILE SCALES [p ~ @ ~ & ~ 3187 Red Hill Avenue Suite 250 Cosio Mesa, CA 92626 (714)751-7373 Fax(714)545-8883 REVISIONS ::s 1-----------------------lNO. DATE BY APPROVED HORIZONTAL PALM STREET HARDSCAPE HORIZONTAL CONTROL PLANS "' "' " N 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 ND ACCURACY. APPROVED PUBLIC WORKS DEPT. t--t---+--t--------------r----i VERTICAL PLAN SCALE z FROM 7+70 TO 14+40 " ~ t----t---t----t-------------,-------i--==:-,-:-:-,=--,:::-,-r=--="~-:::-:-+-------------.---=-==-=~-=---1 0 f----+---+--+----------j------j DESIGNED BY: DRAWN BY: CITY OF NEWPORT BEACH R-5763-S t--+---t---t-------------i--------i CHECKED BY: DATE: PUBLIC WORKS DEPARTMENT u ru - SHEET 30 OF 96 £ i,-: CJ) w Z> 00 d~ Zw Iw ~ CJ) OCEANFRONT 5~ ;1 IJV ;-' I I ' I I I I ' ' l » //1 I Tl Cl INT !. .. ,,~. 8+65.00 ~ WASHINGTON ST.= ! 5+ 13.98 ALI.EY I / :~ I \ . ' "'• '• •• n,,._,' •••· " •• ·•-·. J,,__. ••• I L I ~s -~ PATTERN "A" <i!I ,--PATTERN "A" ~ I --= PER DETAIL ON SHT. 27 "' 0 "' .... II,_-"' IX) -"' II w rl½ rt: + + + ,-.. IX) IX) 0, " ' ' I I I I I I I \ 0 ' ... , . • • ·~ r· ·•·· ···•· ............. _ . : 0 ! 0 0 0 It) 0 "' + PATTERN "A" "' 0 "' PER DETAIL ON SHT, 27 ✓ © ,-.. " ..;J; I ---1-~. I ' BALBOA BLVD. SEE SHEET 27 VV"" I. -~~ .. L TEXlURED AS HALT PAVING-~ * (SEE S T. 27) I>< ~ I . . ,,-PER DETAIL N SHT. 27 V' '8".Z )',, -~ I -l,r, ·, "' to ~)< LEGEND: L * CONCRETE LIGHT STANDARD CONCRETE POST CP 8 W/ HANGING BASKETS 2' DIAMETER O PRECAST CONCRETE POT A • ASH RECEPTACLE T 8 TRASH RECEPTACLE TIMBER FORM ;;;;;;;i RENAISSANCE BENCH NJ" = MODULAR NEWSPAPER RACK BR BIKE RACK ...J 1-c; W zW -I ~ CJ) a: '---7· " ' --" INT ~ ZS 00 I-...J ow ZCD <( w ll. w CJ) I I I I / I \' ~ r--r- II \ I *( I )) ,> 2 2:«,2~ ~ -)')) / ~ y, ~ VJ,-"\ , I ' ,,_,,,/ -~ ~ 1· .... ---. + I I ,-.. -I \ \ ! I \ I ··-· ... .. --. I \ ) I I... . .... \ OCEANFRONT BALBOA BLVD. SEE SHEET 27 I I \~ N \ ~ <D .... ~ -~ + ~ "B" 0 -' "" ••L f\ ~·., l I ,/I\ h()' BALBOA BLVD. SEE SHEET 27 20 10 0 20 GRAPHIC SCALE: 1"=20' 40 -1 00.00 CL ST\ >-' \ I E--w :HINGTON ST.= ~· , ~ ~ !f CL ST .... ~ N ,:: 1o -~ 0-l 1o «) 8+0~ "' "' 9+,0C6' N ~ 7:J.J -,__ I :f • --it ,J,,----,, , IX) IX) oo oo co en , "' "' OA BLVD. / r-- I, I 1. I i<i r--I I Ii I L-il ,. I " I. ,I I I -, ::::::: ' -IW oow -"" ------. ,, __ -·-·---~-i-~ CJ) v': • WASHINGTON STREET • • •·• ·· ,, <D I ,-.. iJG_: "' IC) "' <D ~ + ' PATTERN "A" + PATTERN "A" di 'f ,-PATTERN "A" IX) "A" IX) i~ PER DETAIL ON SHT. 27 ' i PER DETAIL ON SHT. 27 0 !J LITHOCRETE NOTES: ........ , , '" --------• .,,,. --· -._.,., , .. •' ..,, ... , .. " . ··--·. ,. ••-• _,, • , ,ec • . . ... '• PHASE 2 PHASE 3 i l ' i --.-..... -J .. ---; 1ff"+m:02 I~ :::::, l ' I ! I ' II.)· -, .. , \,i '<i! 1C'l1' ' . ---. ,,, .. •'' ' I I I , . --~· EAST BAY AVE. SEE SHEET 29 - - WASHINGTON ST= - f ,_. I ~ l µ._ I ! >--'- I ! ~ EAST BAY AVE. SEE SHEET 29 ,, --• <'·1 ••••• [q ~ + N - V / " ! )</ i ,> , )< "" -,., I< I PHASI ~ 1 .. BALBOA BLVD. SEE SHEET 27 -3 X 3 TREE WELL (TYP. -WASHINGTON ST.) : -I , I .J <D IC) + N -© I'> (SEE PAVING SCHEDULE IN SPECIFICAllONS) .,,, ·,· ~B¥ NO. SLAB UTHOCRETE ll-llCKNESS AGGREGATE © 4• ROSSO NERO 0 s· ROSSO NERO @) s· RED {11 AGGREGATE UTHOCRETE STAINANlSH UNSTAINED UNSTAINED UNSTAINED "' , ~ 5 ii I m "' I J.- }, w a. c\ "' D "" 3-c "' ;1- B 0 sl ~ ~ g D m ~ w ir:liESSION41 ,----------------------,--------------------,----------------------.----------,-------------------i~ CITY OF NEWPORT BEACH REVISIONS PROFILE SCALES WASHINGTON STREET ~ PREPARED BY : N ~~l,\ES 01, [p ~ @ Exp. 12-31 JI 87 Red Hill Avenue Suite 250 c,v Costa Mesa, CA 92626 (714) 751-7373 Fax(714) 545-8883 uvu £ ~ <---------------------,No. DATE BY APPROVED HORIZONTAL ,,. l--+------,1--+-----------i--------, VERllCAL HARDSCAPE ~ 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 ASSU ONS AND ACCURACY. PLAN SCALE HORIZONTAL CONTROL PLANS N ~ ffi0M 7+64.82 TO 12-f91.98 " t--t----t--1-----------,---.. -=,,..,..,.,.,...,=-..-::-:=:-::-:--=:-:---l-------------.--=--=-----:=-l:S- (1 l---l---+--+----------t-------1 DESIGNED BY: DRAWN BY: CITY OF NEWPORT BEACH R-5763-S 0 UlJ-OJ-0) 1-----1'tj APPROVED PUBLIC WORKS DEPT. DATE 1----+-----1---t------------+---~ CHECKED BY: DATE : PUBLIC WORKS DEPARTMENT SHEET 31 OF 96 ';; L-----------------------------------------------J.--------------------1------------------..1..-L....-...L.-.L..-----------.1....---.1-----'------i------------..... ----....;...10: !z w ~ w ox a:1-<Cw -'w Z:r: Woo <Cw Nw joo CL a: w -CL ) ' i I I l ,..__. I •PATTERN "B" "' "' ~ ui 0, 0, rt rt "' "' ,,; cci en a, + + *PATTERN "Br;-r--*PATTERN "B' BALBOA BLVD. SEE SHEET 27 \ \ I I I \ ~ l;t~t}~f)t:;:Jr; .. 1~ ;, , \ \ 20 1~ -.l I \ I \\ BALBOA BLVD. SEE SHEET27 10 0 20 *PATTERN "B" "' "' inc cci 0 '<O :2+ "' in + + + +IXl a, a, a, a, *PATTERN "B" *"8" I I I I t...., I ' + I g I 00 + 0 0 •·a· I>-I ·w> ...J I ...Jlfg <( C\I *PATTERN 'B" *PATTERN "B" PATTERN "B" -in "' r--. c» 0 -+'° a, a, CX) r--r--+ + + + a, 0:, a, 0:, ~ "' ~ r-- "' + + + 0, a, "' *"B" *"B" *"8" ·s· *PATTERN "B" "B" PHASE 2 *PATTERN "B" *PATTERN 'B" ~ in "' in cci c» -+ "' "' a, 0 + + + -0 0 0 --- "' "' a, + 0 - EAST BAY AVE. SEE SHEET 29 I- -..J + 0 *PATTER c;iB" 0 -+ -- PHASE 2 *PATTERN "B" *PATTERN "B" "' "' "' en c-l .,; "' r--a, + + + ------ "' "' .,, ~ ~ ~ + + + ------*PATTERN "B" *PATTERN "B" e BALBOA BLVD. SEE SHEET 27 I I I I-CL ST I \ BALBOA BLVD. SEE SHEET 27 *PATTERN "B" FOR DET~IL SEE SHT. 27 TYP) 1 12 ' I I I I I I I I I LL I 0 I--2 I ....J I B I I I I LEGEND: L * CONCRETE LIGHT STANDARD CONCRETE POST CP e W/ HANGING BASKETS 2' DIAMETER O PRECAST CONCRETE POT A • ASH RECEPTACLE T 8 TRASH RECEPTACLE TIMBER FORM """' RENAISSANCE BENCH tll" = MODULAR NEWSPAPER RACK BR BIKE RACK GENERAL NOTES: • WlllHIN THIS AREA llHE 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" WIDE X 1/4 DEPTH OF LITHOCRETE. (LOCATE AS DIRECTED BY ENGINEER) LITHOCRETE NOTES: (SEE PAVING SCHEDULE IN SPECIFICATIONS) NO. SLAB LITHOCRETE LITHOCRETE THICKNESS AGGREGATE STAIN FINISH 0 4• ROSSO NERO UNSTAINED © 4• ROSSO NERO DARK WALNUT © 4• NONE YELLOW © 4• ROSSO NERO UNSTAINED © 8" ROSSO NERO UNSTAINED @ 8" ROSSO NERO UNSTAINED ® a· ROSSO NERO DARK WALNUT 3 X J TREE WELL (TYP. -MAIN ST.) 5 SIDEWALK 1 SIDEWALK o.. ffi 0.. ;'.!: "' STREET TYPICAL PATTERN "B" -SAWCUT SCALE 1'•5' "' • .,, N .,., -£ • I • £ j, 3 w e.: 0 </) 0 0: « :c '" g, 2 a 0 .,, e ~ g 0 m ~ w ~-------------------i--------------------.------------------------,---:-:PR:-::0::Fl:-:LE::-::SC:-:A:-:LE=s--,--------------------j~ CITY OF NEWPORT BEACH REVISIONS MAIN STREET ! ,>_\lffSSIOA\: PREPARED BY : 1---------------------,No. DATE BY APPROVED HORIZONTAL o THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR l----l-''---l--'-+--------------1-----1 VERTICAL HARDSCAPE ~ CONCEPT AND ADHERENCE TO THE CITY STANDARDS AND HORIZONTAL CONTROL PLANS N REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR PLAN SCALE FROM 7+50 ""O t2+5l"'" ~ DESIGN ASSUMPTIONS AND ACCURACY. , , .-,.._ M~ J-----t----i--t------------,---t-===-c=:-T-:c=,,.,.-::::-,--I-------------T'""".=--==:-::=-1~ ' ) DESIGNED BY: DRAWN BY: CITY OF NEWPORT BEACH R 5763 s 0 APPROVED '\:r&-----0 '.6-Cb-ol 1--+----t-+-----------t---------i -------1 ~ ~i-MES G';, ~ [F) ~ @ ~ & ~ 39308 p. 12-31-01 3187 Red Hill Avenue Suite 250 C/V\\-Costa Mesa, CA 92626 (714)751-7373 Fax(714)545-8883 PUBLIC WORKS DEPT. DATE 1---+---+---+-------------t-------i CHECKED BY: DATE' PUBLIC WORKS DEPARTMENT SHEET 32oF96 '6 L----------------------=~-_J_ _________ ..J.._ _ ____;~.::.:.:.:.:.::..:.:..;.:_ __ .....:,;,;;,;;;__.1..-.1._..J..-J..._ _____ --1-_.....1.-_--..1-_---J'--------_,__----~a: GRAPHIC SCALE: 1"=20' ' ' ' i !J -+--:@ :- 0, "l. : " t: I' i:-~ !i ii i: " 1; ii 11 " i • , I' ' ' ' ' i I ; ' : i ; i : l ' ' I ' ' ' ' ' ' I ' [2·' i ---->. /:_· ' .. : • ' ' ' .... ---. -·· "· -•- ' ,, T ----0 I I 52' C 18' 35' 20' ' I I I " 88'-'/ . ' 88': i ' ' 88']·.... . ~, " ' ., i :] H ,, !, " ii q : .. ◊ I 1·-· .. ' ' ' !I I •• ·····-· ---·--··1-----· --- 36' TYPICAL PATTERN "C" SCALE 1''=5' 20 10 0 108' 144' 72' i l 144' 72' • -·---l 72' -!. . PHASE 1 20 40 I I ' !1 ◊ ,I ◊ ' - -I 72' 72' 72•: •• ·< - i ' TYP. I PARKING LOT SEE SHEET 34 109' I 132' I ' I 70' ◊ 132' , I 70' 70' 132' CONSTRUCTION NOTES: ® CONSTRUCT 4-INCH P.C.C. SIDEWALK PER CNB STD-180-L --GENERAL NOTES: T @ I ◊ I I ◊ I ., 58' **CONCRETE FINISH PATTERN 1 o· x1 o' GRID ..-- •• 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 APPROVAL OF THE PROPOSED GEOMETRY PRIOR TO FINISHING THE CONCRETE. SAWCUTTING DECORATIVE JOINTS: CONTRACTION JOINTS: 1/8" WIDE X 1/4" DEEP. (LOCATE PER PLAN) 1 /8" WIDE X 1 / 4 DEPTH OF LITHOCRETE. (LOCATE AS DIRECTED BY ENGINEER) T ._ _____ -- :.· •••• ···' •••••• ····••_•i LITHOCRETE NOTES: (SEE PAVING SCHEDULE IN SPECIFICATIONS) NO. ® @) @ @ @) L T SLAB UTHOCRETE lJll-lOCRETE THICKNESS AGGREGATE STAIN FINISH 4• BLUE f7 UNSTAINED TRANSLUCEN GLASS 4• STANDARD PCC UNSTAINED ·4". AQUA Ji1 · ·· UNSTAINED TRANSLUCE T GLASS 4• FN GREEN #3 UNSTAINED 4' MOTHER OF PEARL UNSTAINED LEGEND: -tl-CONCRETE LIGHT STANDARD 8 TRASH RECEPTACLE i ' '* I 1' 1' 1.5' R,.3_75, @T i I 7+00 EDGE OF CONCRETE 17 13.50' OR 12.50' PER PLAN DETAIL "H" SCALE 1"=5' 32 1 .. .. .. .. . • .. . _ --r:,-.;;, ETAIL "H" HEREON . . . . . • \---+-\ ! -,.--:..i18 \--i,---\ : ; . . . ..... ; • \f-----'j' : . . . . . . . . .. . . I • . . . . I • • I • i . • • • • • • . • • • • • • • ~ •••• ; . ' . . . ' . • ! : ; · .. i:.~... .. ..... , .... ! ; .... --J--,--..,-., -• ••CONCRETE FINISH PATTERN l -. I **CONCRETE FINISH i PATTERN ' r· --..! () ·------.--. ---i-- . --------------J-----. ·····························1·,··•1 : : ----:-:1--:-------------------• • I I . . ' : : 1; DETAIL "G" SCALE 1"=20' ~ • "O "' "' ~ r a I a r I ;:, !: %: g f;l "' ?-6, C '.!!-.8 0 a "O e ~ 8 8 <O ~ w r-----------------------.-----------------------,--------------------------.-----------,------------------------1~ CITY OF NEWPORT BEACH REVISIONS PROFILE SCALES p / 0--------------;NO. DATE BY APPROVED HORIZONTAL BALBOA PIER ARKING LOT ~ ~io\'ESSION4{ PREPARED BY ~1>-MES Q THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR t---+--+---t------------+-----t VERTICAL HARDSCAPE ; CONCEPT AND ADHERENCE TO THE CITY STANDARDS AND HORIZONTAL CONTROL PLANS N REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR PLAN SCALE DESIGN ASSUMPTIONS AND ACCURACY. PARl<INQ AREA ~ C\A ~~ t---t---t--r---------i----~D=Es=ic=NE~D~~~:~D=RA=w~N=~~=-1--CI_T_Y_O_F_N_E_W_P_O_R_T_B_E_A_C_H-,-~Rc---:-57=-6-3-S.,.-1f APPROVED ~-Vc)\A._.,,-OB-a::ro) 1---+---1---+----------t-----J 1--------"0 [p ~ @ uvu £ ~ -31-01 )j. 3187 Red Hil Avenue ~ Suite 250 V \\.. Costa Mesa, CA 92626 (714)751-7373 Fax(714)545-8883 GRAPHIC SCALE: 1"=20' PUBLIC WORKS DEPT. DATE t--+---t--+---------------t--------J CHECKED BY: DATE : PUBLIC WORKS DEPARTMENT SHEEf 33 OF 96 ~ L.--------------------------------------------------------.1-----------------------'-----------------------.J...-.1---.J...-.J...-------------..1.-----'-----...i.-----"-------------------------O: PHASE 0 z sz a: ~ L -o-a 6+90 6+87 . T-Sl:j:E f?HE~T 30 18 . . . .f, •:~•··~. . : . LOCATION ; ETAIL "H" ' EET 33 6 •• CONCRETE FINISH PATTERN 10'x10' GRID -r L, -.. '. -t~.--. -. ·------__ ,,. .... _., . '" -. - .... , ·~ STD. 4" P.C.C. -----•-··-·-· ... ,.---, •• 2' STD. 4" P.C.C. CL INT. 10+00.00 FRONTAGE RD.= 5+94.25 PALM ST. ,.,,..__ e, •·"r•-• •••• •·••~"·•• STD. 4" P.C.C. L I 90' . 126' . .................... •·•.. . . . . . . ... . . . . . . ... . . . . . ........ . . ... . . . . . . ............... . • ! ··:.. - - • • - EDGE OF PLANTER • 17 ' •• MEANDERING WALL STD. 4" P.C.C. SEE DETAIL • ON SHEET 33 •• ~ SEE PATTERN ON SHT. 33 ,.C" DETAIL:' • .... ·: TYP; ·· ·· PATTERN "A" PER DETAIL ON SHT. 27 126' FOR REVISED PLANTER GEOMETRY SEE SHEET 89 L 126' .,,_ - < •. z 0:: ,·~ < [L L ◊ L ◊ ◊ -✓{"---~ :-.,-.~-••• ., •• ,.;~ •• '._,_,_.----,.·' ---· •• 1 81'- . .. . WASHINGtoN STl BBE-S~Elt: 31) 19 MAIN S.T. SEE SHEET B ZI 2t Oo Zo -+ :Cr-- J1 2' .-- 6+ 6+ +--- 12+57.09 FRONTAGE RD . .,; 6+07.74 WASHINGTON ST. 43' L Hl ::':'-", .. .,' . _,' •. ' STD. 4" P.c:c. 11+02 u P-0-'-P 11 7 _J'o STD. . 4" P.C.~ ~=1□ 0 • ' 11+61 • • -=1q 11+ 8 11+ 4 ·-. .. -• . . . . . . • . .. . ' •• WALL . ' .• ,_; ' i{/.l}:/if~t.;;: .• ;~; •• CONCRElE FlNISH PAmRN 7+12 7+13: NOT A PART 1 O'x1 O' GRID 7+10. " " 5' ~ PHASE + 1 "' ~ 14+00 CL INT. FRONT AGE ROAD 13+60.16 FRONTAGE RD.= 10+00.00 EXIT DRIVE STD. 4• P.C.C. ... -~·--•"~, ', !" L 11-()-l:t ◊- L 0-0-0 • 6+83.5 .6+82 00 i-: "' -' ~ti . . 10+05.05 ACCESS:RD. : ' .., I 10'x10' GRID ------.,,,;"t • • ............ • ;1112:ALT.: ........._ • m I)! 7+04 ST. LT. +97 ST. LT. L~ ,..,,,/ /IIIV'J'-•. IO . ST. LT. • 6+82 11 12 ALT. 1 2 ALT. 6+52 6+49 TRASH 6+45 Lt. '-.. 'W'r=rt \ -)· LEGEND: L T -tS- 8 PM ~ CONCRETE LIGHT STANDARD TRASH RECEPTACLE PARKING METER .• • 1+~:~7 MAIN SJ. LITHOCRETE NOTES: : ST. LT, (SEE PAVING SCHEDULE IN SPECIFlCATIONS) NO. SLAB UTHOCRETE UTHOCRETE 20 ' C':) UJ 00 <( I a.. ESS AGGREGAiE AIN FINISH ROSSO NERO UNSTAINED 4• ROSSO NERO DARK WALNUT 4• ROSSO NERO UNSTAINED a· RED #1 AGGREGATE UNSTAINED a· ROSSO NERO UNSTAINED a· ROSSO NERO DARK WALNUT 4• BLUE~ UNSTAINED TRANSLUCEN GLASS a· BLUE fi UNSTAINED TRANSLUCEN GLASS 4• STANDARD PCC ------- 4• AQUA f1 lRANSLUCEN GLASS UNSTAINED 4• FN GREEN f13 UNSTAINED ANSLUCENT GLASS 4• MOTHER OF PEARL UNSTAINED a· MOTHER OF PEARL UNSTAINED 10 0 ~ 20 40 GRAPHIC SCALE: 1 "=20' lf----=36,_' ---+!{ ~•· __ ,----'5'-'-4_"_~--1------'-'12=-·------+l~--~5'-'-4_• ----1 ___ 36_' __ -t -· .,._-····---"·, •. - 27' GENERAL NOTES: * WITHIN THIS AREA THE SHADING PATTERN IS A CONTINUATION OF ADJACENT FINISHES. 126' 90' iofESSION.1,: ~r,.MES G';, "/ ., ····-·- ' \ 27' 79' / 12+17 0 0 L , 12+1 in - L 0-0-0 ' ' . j'. - ' '! STA PER PLAN 3' X 3' TREE WELL SCORE LINES TYPICAL PATTERN "B" W/ TREE WELL SCALE 1'•5' GENERAL NOTES: SAWCUTTING DECORATIVE JOINTS: CONTRACTION JOINTS: 1/B" WIDE X 1/4" DEEP. (LOCATE PER PLAN) 1/B" WIDE X 1/4 DEPTH OF LITHOCRETE (LOCATE AS DIRECTED BY ENGINEER) ID ~ u 'i' C, "' • u .; '3 £ ID I ID £ J- 3 w ')c " u, C, ~ I "' C '.;!, 0 0 fa e ~ g 8 m \i: w ~----------------------r----------------------...--------------------------...... ----------,------------------------1~ CITY OF NEWPORT BEACH REVISIONS PROFILE SCALES PREPARED BY 1------------------lNO. DATE BY APPROVED HORIZONTAL BALBOA PIER PARKING LOT ; THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR l---l--'::...:..;,.;...;:_l-'C-'-1------------,f-----l VERTICAL HARDSCAPE (;' ** THE LAYOUT OF THE OCEANFRONT AND PIER PLAZA/ PALM ST/ WASHINGTON ST/ -~~"l' Exp. 12-31-01 U"1] CONCEPT AND ADHERENCE TO THE CITY STANDARDS AND HORIZONTAL CONTROL PLANS N REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR PLAN SCALE DESIGN ASSUMPTIONS AND ACCURACY. PARKINQ AREA ~ 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 APPROVAL OF THE PROPOSED GEOMETRY PRIOR TO FINISHING THE CONCRETE. ~;-,_ c1v11-r:::,'1:-~ ' or c~\.\'< 3187 Red Hill Avenue Suite 250 Costo Meso, CA 92626 (714)751-7373 Fax(714)545-8883 ~ t----t---t----ct----------------r-----1-------------+---------------..-----------1;::. • ) DESIGNED BY: DRAWN BY: CITY OF NEWPORT BEACH R-5763-S 0 APPROVE· d?::OJ-0 1---+----+---t----------1---------1 1-------1~ PUBLIC WORKS DEPT. DATE 1---+---+----J.------------+----; CHECKED BY: DATE: PUBLIC WORKS DEPARTMENT SHEET 34oF96 o L.--------------------------------------------------------'-----------------------J.----------------------"'--'---"'--"'--------------...i.----....i...----------.... '----------------------.. a: ' ' ' ' -,-- . ! PROFILE HORtZ: r-20' VER1! r-x ·r T .. ' ·1 ' i ! I j • l ' CONSTRUCTION NOTES: i. ' • I ' ' I @ INSTALL 24" R.C.P. 2000-D STORM DRAIN PIPE WITH BEDDING PER CITY sm. DWG. NO. 106-L. @ INSTALL 18" R.C.P. 2000-D STORM DRAIN PIPE WITH BEDDING PER CITY sm. DWG. NO. 106-l. @ CONSTRUCT J.S. NO. 1, PER CITY sm. DWG. NO. 310-L WITH 3 LOCKING DEVICES PER APWA sm. 312-1. @ CONSTRUCT CONCRETE ANCHOR WITH 24" RCP COUPLING PER DETAIL "C" ON SHEET 37. @ CONSTRUCT J.S. NO. 2, PER CITY sm. DWG. NO. 311-L @ CONSTRUCT M.H. NO. 4, PER CITY sm. DWG. NO. 308-L. WITH 3 LOCKING DEVICES PER APWA sm. 312-1. @ CONSTRUCT MODIFIED CURB OPENING CATCH BASIN W/ MANHOLE IN STREET (CASE A), PER CITY sm. DWG. NO. 300-L-A. @ CONSTRUCT CATCH BASIN, CURB INLET TYPE OS, PER CITY sm. DWG. NO. 306-l. @ CONSTRUCT ZURN Z-541-HP 12" DIAMETER HEAVY DUTY DRAIN WITH HEEL PROOF GRATE, OR APPROVED EQUAL. @ CONSTRUCT CONCRETE PIPE COLLAR, PER CITY STD. DWG. NO. 313-l. @ CONSTRUCT CONCRETE ENCASEMENT PER C.S.D. OF ORANGE COUNTY sm. DWG. NO. S-020 TYPE I, L=10' @ CONSTRUCT CONCRETE ENCASEMENT PER DETAIL "B" ON SHEET 37. @ SEAL WITH BRICK AND MORTAR PLUG. @ CONSTRUCT VAULT PER DETAILS ON SHEET 37A, INSTALL TIDE GATE VALVE (WATERMAN MODEL P-30ff OR APPROVED EQUAL), AND MOTORIZED ACCUATOR WITH MOTOR. @ CONSTRUCT PIPE OUTLET THROUGH EXISTING BULKHEAD PER DETAIL ON SHEET 37. @ CONSTRUCT CONNECTION ASSEMBLY, CASE 1, PER CNB SID-312-L. @ CONSTRUCT 6" PVC, SCHEDULE 40, STORM DRAIN PIPE WITH BEDDING PER CITY sm. DWG. NO. 106-l. @ CONSTRUCT 12" PVC, SCHEDULE 80, STORM DRAIN PIPE WITH BEDDING PER CITY STD. DWG. NO. 106-l. DISPOSITION NOTES (I] PROTECT IN PLACE 12) REMOVE AND DISPOSE 8] RELOCATE BY OTHERS 20 CB #12 I : , I ST. STA 9+60.76 78 CL MH SHAFT L=3.5', H=3.23' =C1+16.00)LAT "A-1" PROF LAT "A-1" • I~ i=.: ·e· I i ''j ~SHEET36 I ' 11 t EXIST. 72 SEE SHf;ET 37 S 67"19 26" E 13.25' '.1 I !SEWER I CB #13 j S 21•,32:44" W 72 ST. STA 9;!-60.50 , s22•41 •3a"w 77 CL M~ SHAFT , , L=3.5, V"'!3.99 , , {13+91,86) CL INT LINE "A" -( 1+00.06) INT LAT "A-1" ST. STA s+a0.41 (4.09'RT) WASHINGTON ST;· ... ·· ... r • : 73 tL JS SRAi't •••••• ·-· i I CL INT. LINE • A" =(1+00.00JLAT "A-2" INT OF STREET '1CL STA =i 1o+omoo ASHINGTO S •• -· •• •• S,D,· STA·= 1-3+52. I ' ' 6' I CONC COLLA~ j ! 81 STA = 13+46.79 i ! ST. STA 10+12.16 (5.76'L ) IH I WASHINGTON ST. ' • A CL MH SHAFT I I (13+41.21) CL INT. LINE' • A I EXIST. ~ , SEWER • I EXIST. TEL.--....J.-H ~ ~ ~ CB #15 ST. STA 15+87.25 77 r=-:--=.-,.,,,.-,FT 0 - . }LAT "A-'c-2" L=3.5', V=2.99' INV=3.74 j IDII r--<C I ; ~: <( I CD I~ I I I;; 1!: I 1. L ! i I ST I I I STA 10+i'il:22-WASHINGTON ST. , (5,76'RT) (13+37.16)CL INT. LINE ,;A" • = + . LINE "B" = +00.00 LATERAL 76 A=45', 8=24", C=4.9' 01 =24"; D2=24" N 36.36'38" E 71 V"''"· WAlER ,25i TO~i OF WATER MAIN NE "A" / .. ~624", D1 =6" / ! 2.0 OTTO OF STORM DRAIN / ) ~:SEE• ·sHE T A _, • I' o,, l. 1 • EXISTING GAS / / .. : I II , ! I ' < I • ' I : I (' -1 -1 ,._ EXISTING WATER EXISTING SEWER----f-t-i-1 / /:/ I I I I CURVE DATA 0 LENGTH RADIUS DELTA TANGENT A 9.29' 45.0' 11 '49'59" 4.66' GAS B 13.05' 22.5' 33'14'12" 6. 72' C 10.48' 22.5' 25•41•54• 5.34' D 10.51' 22.5' 26'45'09" 5.35' EXIST. WATER CB #1 ST. ,STA 4+77.67 * PHASE 3 CONSTRUCTION { 1+00.00) STORM DRAIN STATION BAY AVE. * L-=3.5 , H=3.26' 78 INV=1.56 3 WATER(SHT 40) S 55'28'23" E * 25.54 72 4 GAS 1.34 BOTTOM OF STORM DRAIN 1.6 TOP OF GAS LINE EXIST. WATER EXIST. ELEC. ----;,,c::..=EXIST. GAS "Ss•ss• -·-, ::_" --- 1.32 BOTTOM OF STORM D 1.64 TOP OF ELECTRIC LINE 11 +55.40 CL INT. LINE "A" ST. STA 11+95.46 T S . CL JS SHAFT * VENJE~AST SHEET 45 SEE DETAIL SHEET 37A B # T. STA 5+27. 72 85 TIDE GV AY AVE. * L=3.5', H=3.15' 78 -INV=1.55' 10 9 CL INT. LINE "A" N 31•31•47" E 0 E F G H CURVE DATA CONT. LENGTH RADIUS DELTA 13.01' 22.5' 33°08'09" 12.92' 3.45' 4.94' 22.5' 32•53'31• 22.5' oa•45•53• 22.5' 12'35'26" N 39'.21' 45" E ·,-.----~--111 • ••.. I • -~----·!·-~ r ..... ~ ___ _L .. .l i • TANGENT 6.69' 6.64' 1.73' 2.48' (J) • " I() '"' ,... w w :r: "' I 0 "' I u / ii'. / £ ./; "' / " {! +' " d :;: / C "' ,;j / d +' .g " 0 .t / 0 0 '"' iaffSSION, ~r,.MES C-3333 ~ r-PRE--PARED--B-Y-:-----------r---C-IT_Y __ O_F_N_E_W_P_O_R_T_B_E_A_C_H ____________ RE_VI_St_O_N_S _______ -,--__ P_RO-FIL-E-SC-A-LES--,-----------------1~ 10 0 20 40 = No. 9308 {[ Exp. 12-31-01 )} GRAPHIC SCALE, 1'=20' C/V\\.. ~ 3187 Red Hm Avenue Suite 250 Costa Mesa, CA 92626 (714) 751-7373 Fax(714) 545-8883 uvu 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 ASSUMPTIO AND AC(':CY. APPROVED ~ IJ-/-0/ PUBLIC WORKS DEPT. DATE NO. DATE BY APPROVED HORIZONTAL 1" = 201 PLAN SCALE BALBOA VILLAGE STORM DRAIN LINE "A" :i: "' ! S? ru -c 1" = 20' STA 10+-59.16 TO STA 14+07.35 :,; ,-,---t---ir-----------------i------J..:===,..,,,,.,...-r-:==:-::,-,--+-----------------,----------1~ r--t----t--t----------i------1 DESIGNED BY: DRAWN BY: CITY OF NEWPORT BEACH R-5763-S -;; t--------1• t-.-b~~J-c,--+------------J-c,-----J CHECKED BY: DATE : PUBLIC WORKS DEPARlMENT SHEET 35 OF 96 :;o & 10 30 01 NJG REVISE OUTLET AT TIDE GATE VAULT a. Q10 = 2.2 cfs 0 10 = 5.4 cfs 010 = 5.9 cfs 010 = 6.5 cfs 0 10 = 6.7 els 0 10 = 9.3 els ' V = 2.8 fps V = 1. 7 fps ' V = 1.9 fps V = 2.1 fps V = 2.1 fps V = 3.0 fps ! f-2 2 2 ; t,; t:: 2 I ; ! er f-f-"-"-er "-er °' I <( <( <( <( ' I N :r: tj-I U) 2 I <J) N V, N <J) N _J <J) N 2 <( n (D f-U) U) U) ' u "-er I :r: I CL :r: U) <( 2 2 2 _J 2 ' II _J :r: m u II u <J) en II II _J _J _J _J u U) u u u u u (D I :r: u u I w I 2 w [IJ 2 I 2 2 _J ~ ~ •• I I ' u 2 ~ @ L \ CONCRETE ENCASEMENT I 83 10 10 1/'b PROP. FINISH SURFACE ' EXIST. FINISH SURFACE ' ' l'c . OVER CL PIPE OVER CL PIPE 6' I.:; ' ·&> i D U_ "--~ • + ~ + ~ ---------------I ' ' ~ --------H-__; ~ I I 5 -• ' I I ' I I . ~ ' ,17 n ~- LAT 'B-3' I I _ 3,16 LINE 'B' _ 3,0i _ 2.67 ~ _~'i? I I.) ~ I I I ~'i..\.-D ?.. ~ 273 (3+4033) i I I '-S=0.0025 S-0.0025 ~ ~ " ' 6 6 TEL DUCT 'o LINE 'B' I I s 0.0025 6 ' LJ s 0.0025 S 0.0025 I ' I I -I I s 0.0025 II OJ I ' l_ L--' OJ -' s 0.0025 CV -I I ~ I I - -_-~ EX. -I , I Ii r,.------; 15" ") . R _ _j :-,. II ' A.. '?: ' - - - - - - - - - - - - - -___..__. --.... -------' ----~-~---------------- SAN SEWER ~ 11 -----------------// ------------------' Ii PROFILE HORIZ• 1' • 20' VERT• 1' • 2' --------------------------------- --------------------- ~ ~ ~ 8]8 > >. z z -N 1-1-> . .,:« U) "'. z > > > > > -"' u > > > ,..., " "'o 0 0 -~ z ~ ~ z z ~ z <-0 ,,;· t'1+·--' ·.,,- 2 lO DJW 0 "' "' N 00 f'-2 2 -m a, f'-f'-U) tj-~ ~ -U) tj-~ ~ ci w n 0 N N N N N N N N CL -tj- CL co n <J) 2 2 2 2 ; J_ I I ! I I ! I "' -r;;: 0 + + in z U) (I) -::: w -~ + 20.84 LF tj- of 18" RCP 54.86 LF of 24" RCP 55.62 LF of 24" RCP 51.86 LF of 24" RCP -51.32 LF of 24" RCP 75.25 LF of 24" RCP 0 2000-D 2000-D I 2000-D 2000-D 2000-D 2000-D t -1:" :.,•:-,,.,'.:' ~, •. '·"· ,,..,,_,,.n-,;.,.-_,10.,.~ ,,,,.._,,,,,,_, ... ...-..i:,-. CB #19 \ ST. STA 10+00.70 ST. STA 11+17.50 ST. STA 9+29 27"' . 73 BALBOA BLVD. 0.81 TOP OF WATER MAIN 78 CL MH SHAFT ,-.a~l(\(.l, 73 BALB(); BLVD. /EXIST. WATER CL JS SHAFT ;;r; 2.63 BOTTOM OF STORM DRAIN ST. STA 1 +57.73 ST. STA 10+61.00 (4+80.80)CL INT. LINE "B' CB #8 76 (3+43.01) L INT.,,LINE,,"B" 3•35 )NV. J~T_9,0 TOP-OF W 1 ,-(: ----/ -· 73 BA!,,BOA BLVD.--v - - - - -v -----1/1-r[v /--v .ST.-STA-11+1.7.50 -0 .. 1 -=EH,OGcOG)LAT-B-·" ( 6+50) ( 6+00) ( 5t50) (5+00) ( 4+50) ( 4+00) ' :-,. .,. . ----·--· . . ' '?: ;c:· ' <t ' ' 0 > > I w > z z z z --_J 00 "' I f-m N U) N ' ' z N N --I w 2 2 I I ~ ' CL ~ a: ' ' z c3 ' w ' co I 227.21 LF of 24" RCP I 2000-D ( 3+50) ( 3+00) ( 2t50) ( 2+00) ( 1+50) ( 1+00) EXIST. TEL. rEXIST WATER " ~/ (13+37.16) CL INT. LINE "A" f / I -Q l 76 = 1+00.00 LAT "A-2' / ---\.:: --V - ------W •J V • } f---°t// L=3.5', H=2.74' ,_) CL JS, iAFTi ,, I \ CL JS SHAFT / \ ~AL~QA !LVD;@ A=50°, 13=18", C=3. 1' ~'i,1'"\3•20 BOTTOM FI D \ (5+37.32)CL INT. LINE "B" / ii \ L-3.5, H-3.10 Dl=.2-4~ D2=24" i---•CL ST PROPOSED 16" PVC WATER~ / = <1 +o8.3D )LINE "B" CL st; 1 / -+---------------~, / I I s 79~~37" w I / w------ N 23'23'25" W 10.40' I r----~--/ §? '--+1-r-1-r---------"-'IN'-"V==~-9,.,1 ________ / +-~=L...c--EJI-Bfr2~·;c23"''-;;2""s'"' ~¥\--\' ·y6-5-TO_P_O_F_S_E_W_E_R __ 16"w --+------""'wl ""w --1~.s~s~1~o~p-o~F~SEWEFW'w ------;,7"'1,----I""~'"-~'--' 4ce7-~:--ccc::---v4!-----16"w ~2.=5=3~B~O~T=T=o~M-o=F~s=T=o=R~M-D=R~Al~N~ N 21·35'31"2t55 BOTTO OF STORM DRAIN LINE PACBELL e 2.44 TOP OF WA TE e 3. 26 BOTTOM OF S S 68'29'23" E (5+00) ~-'-a-,-=;,,,------\72 71 (4+00) R+O .. Q T LINE 'B1 I ,--t--------+----..... ------'"'. - ·6+ 79.22 \ . END PIPE ?2 5+97 ~g BALBOA BLVD. S 21·35'31" W ?2 27.46 :,--···· I -·-----7'r> 'JIT -----_,_,~ --- ' I,' L, D ff_' -ST. STA 10+60.75 77 BALBOA BLVD. CL MH SHAFT L=3.5', V=3.57' INV=3.09 CB #5 ST. STA 9+59.42 78 CL MH SHAFT L=3.5', H=3.63' ~ 51·50•21" E I ,-: CB #6 ST. STA 9+60.51 CL M~ SHAF1: 78 L=3.5, H=4.0 (6+56. 72) CL INT LINE "B" CONSTRUCTION NOTES: RELOCATE WATER (SEE SHT 38) @ INSTALL 24" R.C.P. 2000-D STORM DRAIN PIPE WITH BEDDING PER CITY STD. DWG. NO. 106-L. @ INSTALL 18" R.C.P. 2000-D STORM DRAIN PIPE WITH BEDDING PER CITY STD. DWG. NO. 106-L. I I Cl) I Cl) I ~ I (3 > <( I LAT "B-3" DISPOSITION NOTES OJ PROTECT IN PLACE 0 RELOCATE BY OTHERS _,,,, EXIST. TEL. (4+24 82)CL INT. LINE "B" 82 -S 21·35'31" W 27.65 I2 CB #9 ST. STA 11+73.25 77 BALBOA BLVD. CL MH SHAFT L=3.5', V=3.78' INV=2.81 ---·--, ----- ST. ~~ 9+ 70.45 PALM 's'-XcL MH. (0.58' R) \ CB #10 78 ST. STA 9+50.14 CL MH SHAFT L=3.5', H=3.73' 1 + 74.46 END PIPE 0 LENGTH 12.60' J 34.77' K 16.82' L 17.67' -S 23'23'29" ti5 -I~ _J ~ CURVE DATA RADIUS DELTA 22.5' 32'04'46" 22.5' 88'31' 48" 22.5' 42'50'01" 22.5' 45·00•09" TANGENT 6.47' (3+00) S 68"23'37" E L _L .J I6"W ~------t-4--16"W --------16"\N ------~~---n,'-"4!i--=~~--f.If--'t\--.;+'/ / 16"W -1+ .97 BC LINE 'B' ® (2+00) (1+28.56)EC 20 10 0 20 40 10 5 0 N g 0 ., ry , u co n ~ w w I u, I 0 u, I )', ~ ! V, / m V D -m 0 L / ry C ::!- 3 0 0 u 0 0. / 0 0 '" 0 co @ CONSTRUCT J.S. NO. 1, PER CITY STD. DWG. NO. 310-L. @ CONSTRUCT M.H. NO. 4, PER CITY STD. DWG. NO. 308-L. @ CONSTRUCT MODIFIED CURB OPENING CATCH BASIN W/ MANHOLE IN STREET (CASE A), PER CITY STD. DWG. NO. 300-L-A. ( 1 +00.00) STORM DRAIN STATION GRAPHIC SCALE: 1''=20' C-3333 ~ ~-----------------------..::::::::::'.".'.=---=:::::'.'.=-...::::::::'.'.'.=-.::::::'.".'.:___::=::.... ___________________________________________________________ __:::_.::::::'...:::'..::'....._J~ @ CONSTRUCT CATCH BASIN, CURB INLET TYPE OS, PER CITY STD. DWG. NO. 306-L. @ CONSTRUCT CONCRETE ENCASEMENT PER C.S.D. OF ORANGE COUNTY STD. DWG. NO. S-020 TYPE I, L=10' @) CONSTRUCT CONCRETE ENCASEMENT PER DETAIL "B" ON SHEET 37. N 39308 " p. 12-31-01 IV\\.. \: PREPARED BY : 3187 Red Hill Avenue Suite 250 (Q) ~ CITY OF NEWPORT BEACH >-----------------------"" 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 ACCURACY. REVISIONS BY PROFILE SCALES APPROVED HORIZONTAL PLAN SCALE 20' BALBOA VILLAGE STORM DRAIN LINE "B" N / z 1" ~ 20· STA 1+08.30 TO STA 6+46.80 co ,,---,-,----~--------,----1------------1-------------------------1~ Costa Mesa, CA 91626 APPROVED >----+---+----+------------1-----1 DESIGNED BY DRAWN BY: CITY OF NEWPORT BEACH R-5763-8 ;-. C' (714)751-JJJJ Fax(714)545-8883 >-----------1.: L __________________________________________ ::::'.:::::::::::::.. ___ L ___________________ L ____ __.:::P~B:,:L;'.:c_w:o:'..'.R'.:::K~..:D~P'.:;T,,;_. -----~~T~ __ t3:!~'.I~'.2LLl~~j~~~~!~~~~~~!~~=~~~~E~!===1=======-:::Lc_H_E_cK_E_D_s_Y_, .Lo_AT_E_, __ _j_ _ _'.:P.'.:U::B~l:::_C_.:W:~R.:.'.K:_:S:_E~~~~T~'.!:~!--L~H~E~T:...~~~o~F_;~~~:;_ & 1 15 02 NJG ADD SD LATERAL, CATCH BASIN, JUNCTION SlRUC i . L. j i i --l-- · 1. -i I I _, -" ' .. ' ' ; ' ··+· NOTES: ' I i i . ! ' I 1' TYP. 6" LAT "A 1" SEE ST. PLAN FOR PAVEMENT SECTION 6" EXISTING PAVEMENT SELECT BACKFILL MA TERI AL (MIN S.E. = 2D) OR 1 SACK SLURRY MIX (100-E-100) 450-C-2000 CONCRETE BEDDING 1. PIPE SHALL BE ENCASED FOR PIPE COVER LESS THAN 1'-3". 2. PIPE ENCASEMENT SHALL BE CLASS 520-C-2500 TYPE V CONCRETE. 3. TRENCH RESURFACING IN WASHINGTON STREET SHALL BE 4" AC OVER 6" CMB. 4. TRENCH RESURFACING IN EDGE WATER SHALL BE 6" PCC OVER 6" CMB. • WHERE ENCASEMENT IS NOT REQUIRED, BEDDING MATERIAL SHALL BE PLACED 12" MIN. ABOVE PIPE. DETAIL "B" SEWER STORM DRAIN & EXIST. ENCASEMENT DETAIL NOT TO SCALE CONSTRUCTION NOTES: @) CONSTRUCT CONCRETE ENCASEMENT PER C.S.D. OF ORANGE COUNTY STD. DWG. NO. S-020 TYPE I, L=10' DISPOSITION NOTES: [±J RELOCATE BY OTHERS •ro•···r· .. - \ ' l .. l I .. !. l -.. r i -i i . --+- .. r. T i ' I 1 • , PROPOSED FS PALM ST·, ' OVER CL PIPE i O~RE1~TPI~~-' - ' l 1----- ! ; -1---r··i- 1 j 1- i i l--J r ~ ! -1 I I .. t .. ,- ' • i --· --, , ' • ! ! . -1 •••• f· • • . .' ' ' J ' .L.-11. I --, ' . ' l ·I .;. l 2000-b . !· 1· ·-··-L "-... ,. . .,., .. , ....... , ... . ( 1+o0) I . -. ··.1.· ... ., .. ··i I ---.,. ' .... .L I .' --+ I --I-I ' • ~· -~-1--. I I ·-· ·---. ·-·1··· ' ; •••>< '••~.-~}-JR•.-• ( 2+o0) I I ' --"f" l. 1 ·,-·,,. ' ,,., ·" . . ,L -- ' L I + ' ' ·-1. i : ""'"I---••••••-~••<• I I i ' ; "t"""' I I : i • : ... 1- 1 --!--- •• I I. i ' i .. i-- ' ' ' I -. !· - ' ! i (_ I ' --;--. --{·--· -; ' i l ·1 ., .. i ·\ .. \ . i ! ' ' ' . 1 - ' I ' I ' , . I .... : i i I . LAT "B1" LAT "B2" STRAP REMOVE EXISTING COLLAR AND PORTIONS OF THE EXISTING COPING & BULKHEAD ' I 'f PCC COLLAR CLEAR TYP. 2 -#4 CIRCUMFERENTIAL REBAR. MIN. 18" LAP AS NEEDED TO INSTA,uLL~~==::J::---------j RCP & PCC COLLAR. - 24" I! OPENING THROUGH BULKHEAD FILL VOID BETWEEN RCP & BULKHEAD W/ EPOXY GROUT. COAT FACE OF BULKHEAD l'llTH EPOXY BONDING AGENT l'llTHIN THE LIMITS OF THE PROPOSED PCC COLLAR. APPLY EPOXY BONDING AGENT AGAINST EXISTING PCC COLLAR IN STRICT CONFERENCE W/ MANUFACTURE'S INSTRUCTIONS. (STA TE SPEC. 8040-21M-08) 8" TYP. 36" I! EMBEDMENT CIRCLE 1------=:t---f/6 @ 12" AROUND RCP, EPOXY GROUT f/6 INTO 1" DIAMETER X 6" MIN. DEPTH HOLES. 12· TYPICAL PIPE THROUGH BULKHEAD COLLAR DETAIL NOT TO SCALE 3/4" CHAMPER EDGES (TYP.) DETAIL 3" CLR TYP. A 4 A 4 ,, c" 4 II II II 24" RCP COUPLING 24" RCP COUPLING 4 • 4 4 II II 0 II 0 1/8" x 3" S.S. OR GALV. SlRAP l'llTH 7 /8" ft' HOLES CENTERED 2" FROM ENDS. S.S. 3/4" ANCHOR BOLT OR S.S. 3/4" WEDGE ANCHOR V.,TH MIN. 3 1/4" EMBED. (PEEN THREADS) TYP. CONCRETE ANCHOR DETAIL NOT TO SCALE N .2 SJ ~ u ,-: i'.' !CJ I V, I a V, I _';, ~ J; ;;J- " w }l " 0 ;!, L ~ ~ 0 0 a u 0 L "-/ g "' 0 C-3333 ~ r------------------------,-------------------------r-------------------------------,------------,-------------------------lw _§ PROFILE SCALES ~ioffSS/ ~r,.MES . 39308 xp. 12-31-01 PREPARED BY : ~ 3187 Red :!1111 Avenud 0 0 20 Suite 250 Costa Mesa, CA 92626GRAPHIC SCALE: 1 "=20' (714) 751-7373 Fax(714)545-8883 40 CITY OF NEWPORT BEACH THIS PLAN IS SIGNED BY THE CllY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO THE CITY SfANDARDS AND REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTION AND ACCURACY. APPROVED d)o¾l DATE REVISIONS NO. DATE BY APPROVED HORIZONTAL l'l :::;: 201 BALBOA VILLAGE ::, N ~ <O PLAN SCALE STORM DRAIN LATERALS r-1--t--t---------ir---k==-=1=-" =-r-:2;.,,o·=-=~---__:.A..::N..::D=-=D:.::ET:.:.::....:A:.;:IL=S:____--1! f---+--+--+----------1-----1 DESIGNED BY: DRAWN BY: CITY OF NEWPORT BEACH R-5763-S ti 1---------lt f--+---+--+-----------+-----1 CHECKED BY: DATE : PUBLIC WORKS DEPARTMENT SHEET 37 OF 96 ~ ll. . ,; / 24" RCP MAST FOUNDATION SHT 45 STA 13+03.22 WASHINGTON ST. (£ WASHINGTON ST INV EL 1.90 FS EL (4.37) 1---Fs EL (4.17) FS EL (4.18) ESP INSTALL 1 1/2" PVC (SCH40) TO TIDAL GATE ,--~-------t--,.-... '=J • 00 24" RCP P.B. ' I I I I I _:::J : I : I : ~ I <D +----+I I I PROVIDE AND INSTALL PULL BOX PER CNB SID-205-L (GROUND MOTOR WITH GROUND ROD) R&R EXIST. IMPROVEMENTS AS NEEDED TO CONST. TIDE GA TE STRUCT. 2-3/8" THICK, ALUMINUM LOCKABLE CHECKER PLATE I I I I I 12" PVC (SCHED 80) -t I I '------+--~ I I L.-,--~- 'i,, I N I I I I 24" RCP 1 /2" DIA. HOLES 11 +95.46 4.24' LT 1.52 INV. 18" RCP 18" RCP 11+94.63 1.52 INV. 84 0 PHASES PHASE1 1- ::) 0 ro ~ 1.50 INV. ix, 1.50 INV. I- ::) 0 ro i2 (/) PHASE1 ix, PHASES CONSTRUCTION NOTES; @ SEAL WITH BRICK AND MORTAR PLUG. TIDE GATE --C ! 0 ~-- • "TO ESP (PLACE IN SD TRENCH) WITH 24" COVER '.(MiN.) ~ 37 LF I I I I I I CONTROL UNIT i B INSTALL 1 1/2" PVC (SCH40) TO RESTROOM (90' SWEEP AND PULL BOX AT RESTROOM ) (PLACE IN SD TRENCH) WITH 24" COVER (MIN.) ~ 150 LF. . 8" TIDE GA TE VAULT DETAIL SCALE: 1• .. 5' 2'-8" 8" TOP OF VAULT 7.41 GATE LIFT MOTOR (ACTUATOR) ... C>--#4 @ 12" E.W. #4 @ 12" E.W. ~=i:::;:& FINISHED GRADE EQUAL EQUAL (EL. 4.7±) P-30ff PRESSURE SLIDE GATE ,-- #4 L@ 12• 12· • a:: n;j .. . • 0.96 FL 2% --~. _4' • .. -~ ~-: •• . #5 @ 12" E.W.~ 1'-5 1/2" EL -0.21 4, _0• ---1 SECTION A-A NOTTO SCALE .12 FL d i----24" RCP #4 L @ 12" 12" NOTE: FINISHED EXTERIOR SURFACE OF VAULT ABOVE F.G. TO BE HEAVY SANDBLAST • 00 I I I I L ----------J 1!;;-01------40;;1==-----I--RIVET STAINLESS STEEL 4" x 4" x 1/8" MIN. 8" 4' -0" PLAN VIEW DRAINAGE STRUCTURE NOTTO SCALE 6'-4" 8" ' HINGES TO COVER AND SECURE WITH 4-1/2"DIA x 6" BOLTS 8" 5'-o" 8" TOP OF VAULT 7.41 ,___,, __________ ___ #5 L@ 12" _ _____,, 12" SECTION B-B NOTTO SCALE #4 L@ 12" 12· #5 L @ 12" 12" STORM DRAIN PHASING DETAIL NOTTO SCALE (SEE SHT35) 1-8_"--1·-----5•_-_o_• -----1-8-1" /TOP OF VAULT 7.41 #4 @ 12" E.W. 3-#5 (1 TOP 1 EA SIDE OF RCP) #4 L@ 12• 12· #5 L@ 12•-__,, 12· L 1 • • ..... k.~ .• . .i 1. 2'-8" (£ PIPE #5@ 12·- SECTION c,;,;c· NOTTO SCALE 2-#4 0 PER OPENING #5 L@ 12• 12" C-3333 N 0 ~ o> , "' .,, a w vi I fil I :;, !j=.. E '.';;- • "' -" 0 ;'-a, C ~ .s 0 0 2 ~ g 0 "' Ii w ,--------------------,----------------------,-----------------------,--------------,--------------------1~ PREPARED BY: CITY OF NEWPORT BEACH REVISIONS PROFILE SCALES ; [p S) @ UVU £ ~ THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR O Q V /j CONCEPT AND ADHERENCE TO THE CITY STANDARDS AND i---------------------1 NO. DATE BY APPROVED HORIZONTAL 1---+.;__-+-:....;,._+--------------+-----1 1" = 201 BALBOA VILLAGE 0 ., N "' <O •-REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR PLAN SCALE TIDE GATE VAULT DETAILS 3187 Red Httl Avenue DESIGN ASSUMPTIONS AND ACCURACY. 1,. = 20, ~ 12-31-01 ,} ~~ ~ N p. -'--"---"-'-= Suite 250 • ~ t-------i----t--,-----------,-----i-==-=--i-::-::-=::-:---::c-:--f-------------,------:-:-----l' ~ Cosio Meso, CA 92626 \ cn~o-0) DESIGNED BY: DRAWN BY: CITY OF NEWPORT BEACH R-5763-S 2; C/V\\.. ""'°"If. APPROVED , A-,-..__,'U t---t---t----+----------------,t---------i t------t~ 0 <1\\'-' (714)751-7373 Fax(714)545-8883 --~--E ~ F Cs\. PUBLIC WORKS DEPT. DATE CHECKED BY: DAT : PUBLIC WORKS DEPARTMENT SHEET37AJF 96 ~ L_ _________________ _:::::~:::__J_ ________ _L __ ~~~--~_L.I::__c:r:::========-L_____L==~~-~~~~~~~~~£ EXIST. 4" ACP WATER-~ 149)-----, EXIST. WATER VALVES TO BE REMOVED .J 1)}1--------... ~) ., 143)-------.....~, . .-: z ::::; q ,,., ... , ... /,--1---EXISTiNG i 6" PVC· j_ I. • -· -·- , ..... . . PROPOSED 18" RCP s· ORM DRAIN 5 +o 0 oC? ·1 I ..-..- ....I 10+00 EXIST. 12" GIP WATER--.. ,.....------\-0"0 TO BE REMO~V~ED~---~~::::==:::~~3 '.,....._ 135 141 DETAIL "C" N.T.S. EXISTING 8" PVC--,,....._ ~ / \':""~•'-,,I'• EXISTING 16" PVC__/ '.,: DETAIL "A" N.T.S. STA 1 o+oo.oo =9+60.04 BALBOA OFFSET=19.0' ~-----<142@@ .,-----1112 DISPOSITION NOTES OJ PROTECT IN PLACE CONSIRUl T 350.00' 16" PVC. -:-905 Cl t SS 150 W TER PIPE .. ' 11+00 ID in IX) +~ ~o ~1 PROPOSED 18 RCP STORM D AIN l\ PROFILE SCALE VERT. HORIZ. 1 "= 4' 1 "= 20' 12+00 /EXISTIN1 TEL DUCT r( r I - • I I--- i ~ I -= 40 I IV ... . ... ' • w+ooCONSTRUCTION NOTES t;;'j\ INSTALL NEW 6" PVC C-900 CLASS 150 WllH TRACING WIRE. \'.Y BACKFILL AND BEDDING PER DETAIL "N" ON SHEET 36. /,?I INSTALL NEW 16" PVC C-905 CLASS 150 WllH TRACING WIRE. ~ BACKFILL AND BEDDING PER DETAIL "N" ON SHEET 36. (,';;\ INSTALL NEW 4" PVC C-900 CLASS 150 WllH TRACING WIRE. \'.Y BACKFILL AND BEDDING PER DETAIL "N" ON SHEET 36. e REMOVE EXISTING FIRE HYDRANT AND RETURN OLD FITTINGS, PARTS, ETC. TO 949 WEST 161H STREET, ATTN: ED BURT, AT 949-718-3402. 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). INSTALL 16" MJ X FE DI ADAPTER. CONSTRUCT THRUST BLOCK PER CITY STD-510-L. REMOVE 3-FT SECTION OF EXIST. 12" GIP WATER. @ INSTALL 6" 11.25" (FE X FE) DUCTILE IRON BEND . e INSTALL 16" X 16" MJ X 6" FE DUCTILE IRON TEE. § CONNECT TO EXISTING WATER VALVE. e INSTALL 4" 45" (FE X FE) DI BEND. e PLUG EXIST. 12" GIP WllH CONCRETE ONCE NEW MAIN IS IN SERVICE. e INSTALL 6" X 4" DUCTILE IRON REDUCER (FE X MJ). INSTALL 4" TRANSITION COUPLING (PVC X ACP). CONSTRUCT INVERTED SIPHON PER CITY STD-528-L AT PROPOSED STORM DRAIN CROSSING. SUBSTITUTE 8" CLASS 52 DI PIPE WITH 8" PVC C-900 CLASS 150. DISPOSE OF ~~RClfESSION,1, INTERFERING PORTIONS OF 8" ACP. -J?~~ ~r,.MES G/4' ~ "" <✓./\ qJ. INSTALL 6" CLASS 150 (FE X FE) RESILIENT WEDGE GATE ~ ~ ~ il - VALVE WITH VALVE BOX AND RISER. "" No. ~ REMOVE BLIND FLANGE. {< Exp. 12-31-01 * INSTALL 8" BLIND FLANGE. ~;-~ CIV\\.. ,;,'!:-~'<-OF C~\)~ @ CAP CLOSED. :;, ~ ; ~ i • " ' ] ! { % ' C-3333 ~ GRAPHIC SCALE: 1 "=20' • ,----------------------.----------------------,-----------------------~---------~---------------------1! PREPARED BY : 3187 Red Hm Avenue Suite 250 Costa Mesa, CA 92626 (714) 751-7373 Fox{714) 545-8883 CITY OF NEWPORT BEACH REVISIONS PROFILE SCALES 0 • ~ z BALBOA BOULEVARD ; 1 r----------------------1 NO. DATE BY APPROVED HORIZONTAL 1" = 20' THIS PLAN IS SIGNED BY THE CllY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO THE CllY STANDARDS AND REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS 1AND ACCURACY. APPROVED Y-"' \ . \). )..., A PUBLIC WO !k's-DEPT. 022-m:d DATE t---+---+---+--------------+------l VERTICAL 1" = 4' PLAN SCALE 1" = 20' WATER a IMPROVEMENTS : i----t---t---t--------------t-------j.. ____ ~----+-------------....-------1~1 1----+---+----+----------1-----i._D_Es--"ig-'-C%'---D _BY_, +-D-RA-=-~~=B-Y:----1 CITY OF NEWPORT BEACH R-5763-S 8 1---1---1-----+---------------,1-------1 CHEC~~D BY: DA~P-~ """" PUBLIC WORKS DEPARTMENT SHEET 38 OF 98 r IV 13+o0 EXIST. 6" ACP WATER---..."' ..... _.__ 1471--------..__"" ~- 0 C") . <( t-:-: I- LU VJ • •Lf=! w ......... ...:: EX~_WAtER- 1 . ' ' 14+o0 ----- -· . CONSTRUr T 298.05' 16" PVC l. -905 CLAt::;S 150 WI TER PIPE OVER PROP )SED 12" PVC \ -----. -S ci.1345% 15+00 ~ OF P PELINE ----<PROPOSED 24" RCP STORM DR ,IN f-C. j \ I 1\ I I I I I I ' -·i'.5> (/) z -1--------. --------- /~-PROF OSED 18~ RCP ,D LAT \ II I . PROFILE VERT. HORIZ. S 0.4206% ,.....,,, •-• ''""-r -'- SCALE 1 "= 4' 1 "= 20' 16+o0 . • 17+00 ------- -- IV - .. -. IV ' " .. --'' 18+o0 CONSTRUCTION NOTES e INSTALL 2" WATER SERVICE PER CITY STD-503-L FOR LANDSCAPE IRRIGATION. SEE LANDSCAPE PLANS FOR CONTINUATION. INSTALL NEW 6" PVC C-900 CLASS 150 WITH TRACING WIRE. BACKFILL AND BEDDING PER CITY STD-106-L. INSTALL NEW 16" PVC C-905 CLASS 150 WITH TRACING WIRE. AND BEDDING PER CITY STD-106-L. INSTALL 16" MJ X FE DI ADAPTER. INSTALL 16" X 16" FE X 12" FE DI TEE. INSTALL 12" 11.25• (FE X MJ) DUCTILE IRON BEND. CONSTRUCT THRUST BLOCK PER CITY STD-510-L. REMOVE 3-FT SECTION OF EXIST. 12" CIP PIPE. INSTALL 6" 11.25" (FE X MJ) DUCTILE IRON BEND. INSTALL 16" X 16" MJ X 6" FE DUCTILE IRON TEE. INSTALL 16" X 16" MJ X 12" FE DUCTILE IRON TEE. INSTALL 16" (FE X FE) BUTTERFLY VALVE. INSTALL 6" TRANSITION COUPLING (PVC X ACP). BACKFILL 1---+--+1--.. -~ _,, ___ .J~.i--:..r1.-. ·~ .. -~-.... --------___ ,,_ .• -----_,._ --·~ -~---~ ------l ; ~--'<"-• ------.-... -·) -------1~ '·-• INSTALL 12" CLASS 150 (FE X FE) BUTTERFLY VALVE WITH VALVE BOX AND RISER PER CITY STD-508-L, STD-510-L-C, AND STD-511-L. '.>· .J : l ~:-:, ! ' I EXIST. GAS uJt--1. i • 'i ! : 1! '.: 1 r·--_ : ; c_1 1 .1 1 , 1!1 _:_ . •• -~ ··-··"'"l l 1 ,1 I ; 1 I I 1 I I ~-. . '-· ---. _ . I I ' PROP. 24" RCP STORM DRAIN EXIST. TELEPHONE LINE I e l,,PROP. 12" PVC WATER Co;;\ p SEE SHEET 41 \::V 15" VCP SEWER I @ 123)---~\ .. f i ------\151 e PROPOSED 16" WATER----.. 0 ,.. ------------. ~ y i x• " • ' -- INSTALL 6" CLASS 150 (FE X FE) RESILIENT WEDGE GATE VALVE WITH VALVE BOX AND RISER. INSTALL BLIND FLANGE. CAP CLOSED. INSTALL 6" 45" (MJ X MJ) DI BEND. O> • " "' i'.? w w ~ ~ I :,, f 0 ~ 00 • :8 00 0 3-=::::,.t---2 EXIST. WATER VALVES TO BE REMOVED Q 126 STA 1 0+00.00 v =16+08.08 BALBOA OFFSET=19.0' ...___ __ -l~ c O> C ~ 111)---------- ~ 1641-----------·r- • ______.-\~ EXIST. 12" CIP WATER ~ - TO BE REMOVED =---~~\,,_.=J~::::::::==~!.._ __ -. ---152 )----~STA 13+94.46 r :., -\.141X1:1s, -... =13+54.49 BALBOA -- • OFFSET= 19.0' A ,r----{112 / I I DETAIL "E" 1291-----~ --_,STA 15+16.34 (~Y~, 14+76.37 BALBOA OFFSET=19.0' 1121---~\ • ----PROP. 12" PVC WATER V SEE SHEET 40 ,r---/151 - _/-~·112 r DETAIL "F" DETAIL "J" 20 10 0 2,0 4P N.T.S. GRAPHIC SCALE: 1"=20' 146 C-3333 0 -0 a. "" e ? 0 o. "' 0 ©. ~I w .----------------------,------------------------.-------------------------.-----------r---------------------15 PREPARED BY: CITY OF NEWPORT BEACH REVISIONS PROFILE SCALES :,: APPROVED HORIZONTAL BALBOA BOULEVARD i THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR WATER .,©" CONCEPT AND ADHERENCE TO THE CITY STANDARDS AND NO. DATE BY VERTICAL 1" = 20' 1" = 4' REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR PLAN SCALE IMPROVEMENTS - 3187 Red Hill Avenue DESIGN ASSUMPTinNS AND ACCURACY. 1• = 20, ~ Suite 250 \ l----t--+-+-------------+------\--=.,.,,,.,=--=c---.-..,.,..,.,,,,..,--=-:---l--------------..-------1'--' Costa Mesa, CA 92626 \.' f---+----l---+-----------+-------lDESl%%D BY: DRAi~Y: CITY OF NEWPORT BEACH R-5763-8 ~, (714)751-7373 Fax(714)545-8883 APPROVED ,,.~ "'' C--, • l ' oi-o'?rG) 1--_.::;..:.;.;.._---1-_--=-:"-'-----1 1--------1ai .._ _________ N_.T_.s_. _____________________ N_.T_.s_. _____________ --1, __________________ ..,_ _____ P_u_BL_c_:-w_co_R_Ks_DE_P_T. _____ D_AT_E_ ...... ~=~~::::t::1:::::::::::::::::::::::t::::::-:;1.,c_H_Ec.l,;~;,l,l~-BY_:..i..D.,,1;AJ.:.l~u_T:.li2;,l;loo:;(,lo'--I __ P_UB_u_c_w_o_RK_s_D_EP_A_R_1M_E_N_T __ 1.,s_H_EET_39;..;;.._oF...;.S.:..,6 ! 0 11+71.07 ,---{151 =11+89.02 WASHINGTON 158 OFFSET=7.0' 1----~ 1/~_,114 114 ~ "' n ~ .-1• __...II ' . ,VY "-1 s51------~) ....___--1165 153 l----_,/ 1161-----✓/ DETAIL "G" N.T.S. 135\----- 1,rn1----- .. SEE SHEET 39 BALBOA BLVD. 1 I I . 0 d 9-q" O~· ~1 <> , " 1ot00 PROP .. - s 0.430, . CC NSTRUCT 33 l.94' 12" PV: C-900 CL SS 150 WAlER PIPE /,---+--EXISTING Fl ISHED SURFAC n\ n-l"'li ~ .,.., 1-n1nr:-1 lldl"."' / -, . C.AI~ I. ;::)\ ,t. UU\., I □ , ., -JSED .16" PVC -----1--__ _ --r---- PROPOSED 8" RCP STORM DRAIN - ,<' 11 ,, ,. ' PROP. AIR AN ~ VACUUM ~-+--~ RELEASE VALV O ASSEMBLY \ ~ ... • a. J,'Q I <O lO r..: •- + Ol 0 0 ~ I • I-z (/) (/) z 11+o0 ~-IEXIST. WATER ,111 ' :, \ ' / E !STING FINISHEI SURFACE· 0 /ER Cl_ OF PIPE JNE -- I ...... rosco 1 ·;.J" ~er sro ... ~: .... .. / ; XIST. :CE DUCT BANK s~ 1.211% m ~ lO Ol t> (/) z PROFILE SCALE VERT. HORIZ. 1 "= 4' 1 "= 20' 12+00 PHASE 1 PROPOSED 18" SD LAT EXIST. 8" ACP WATER ' ___ .:..;__......,:._ -------1-7 =·. 0.508% ... 13+o0 ·, z I= (). :::, () I') i-! IL ~ I 0 < ' I \ • \ \ \ \ I I o, ,:i I EXISTING WATER VALVE TOBE.REMOVED 151 ' ' i 1 WATER rA • •" _, - j 1n 0 -10 14+oo I ' ' . . ' . ' ·' CONSTRUCTION NOTES I":::\ INSTALL NEW 6" PVC C-900 CLASS 150 WITH TRACING WIRE. BACKFILL -.:y AND BEDDING PER DETAIL "N" ON SHEET 36. @ REMOVE EXISTING 12" CIP INCLUDING FITTINGS, THRUST BLOCKS AND APPURTENANCES. RETURN TO 949 WEST 16TH STREET, ATTN: ED BURT, AT 949-718-3402. t:::;\ INSTALL NEW 12" PVC C-900 CLASS 150 WITH TRACING WIRE. BACKFILL 0 AND BEDDING PER DETAIL "N" ON SHEET 36. e INSTALL NEW 8" PVC C-900 CLASS 150 WITH TRACING WIRE. BACKFILL AND BEDDING PER .DETAIL "N" ON SHEET 36. @ 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). @ INSTALL 12" TRANSITION COUPLING (PVC X CIP). @ INSTALL 12", 45' (MJ X MJ) DUCTILE IRON BEND. @ CONNECT TO EXISTING BACKFLOW PREVENTER. @ CONNECT TO EXISTING 12" CIP WATER LINE. @ REMOVE 3-FT SECTION OF EXIST. 12" CIP PIPE. @ INSTALL 8" TRANSITION COUPLING (PVC X ACP). @ CONNECT TO EXISTING WATER VALVE. @ INSTALL 12" CLASS 150 (FE X FE) BUTTERFLY VALVE WITH VALVE BOX AND RISER PER CITY STD-508-L, STD-510-L-C, AND STD-511-L. Q INSTALL 6" CLASS 150 (FE X FE) RESILIENT WEDGE GATE 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). @ INSTALL 12" X 8" (FE X FE) DI CROSS. e INSTALL 12" (MJ X FE) DI ADAPTER. @ INSTALL AIR AND VACUUM RELEASE VALVE ASSEMBLY PER CITY STD-515-L. ~iarESSION4, ~ ~r,.MES Q~~ ~ ~~~ ?< 't .... ,,. "" -,, I.a . -• ~ & No. -b,,,,_~9,,,3""08><--'ff._ 'Vl,M\.l, H ! " Exp. 12-31-01 l} o =11+61.89 sD .. EAST BAY AVE. DISPOSITION NOTES ~ ~ ~-11 +89 .02 WASH PROP. 24 RCP SD 4;-f' C/V\\.. r:f:-~ • OFFSET=6.3' OF C~0~ 1' EXIST. SCE DUCT BANK---... CXJ ~--<1JB r.jl PROTECT IN PLACE ,<\,,' '.> ,,j ~ 0 .,-v, ! EXIST. 8" ACP WATER---~-~ I "/ • 116 3' MIN. PR~~ g~x~LV.~~ 7 -H / -~ /' /~--EXIST. 8" ACP WATER G] RELOCATE BY OTHERS 2p 10 2'0 4P i :~54 : \ 6" MIN\ ~ z' '--' 160 ~'-N·----1154/ r:FREP=::ARED==--=ev:-:-:-----------,----=c:-:1::T::-Y:--:O:-=F-:-N-:-:E::W:-:-::P:-:O=-=R::T:--:B:-:E:-A-:--=--:-CH:---r---------R-EVI_S_IO_N_S ________ -,---P--RO--FI_LE_S_CA_LE_S___.:G:,:R.::AP-.;.,H::IC:..:S::::C::AL::::E::...: ..:.1·::.-:.:zo~·---------=c:......:3:.:3:.:3:.:3=-1¾ 116 . )... . ~<O~ +iA .... ____ _, NO. DATE BY APPROVED HORIZONTAL 1" = 20' I ,v x ' 116 [i3) ~ fr:;\ r;y:'l r.\ ~ THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR A • • WASHINGTON STREET 8 154 1--------::/:... ·; __.. ~ ' e • -------f154 u t?J '9J uvu ~ t?J ~~i31~1t~fsAg~L~Er~: J~~lrr6VRr:~g~:1i1EA~gR VERTIC ~LAN SCA:= 4 WATER ! HYDRANT PROFILE "H" @-PROP. 12" X 8" DI CROSS 3187 Red Hill Avenue DESIGN ASSUMPTIONS AND ACCURACY. 1• = 20, IMPROVEMENTS ~ Suit, 2so ~~ H-11------t----b=~~:;-;:;;-;--+----------.------1:· Costa Mesa, CA 92626 l--t---+---1--------------jf-----l DESIGNED BY: DRAWN BY: R 57 ~ (714)751-7373 Fax(714)545-8883 APPROVED ::'\,..,/' CJ'it.vO:;"OI 1-----'DC..CT-'-N -+---=..;DTN"-'---1 CITY OF NEWPORT BEACH l-_-__ 63_-_s-l~ PUBUCWOKSDEPT. DATE t---t----+--+------------4------lCHEC~i~ BY: 0A'l,ti 2000 PUBLIC WORKS DEPARTMENT SHEET 40oF 96 l N.T.S. SEE DETAIL "I" SEE SHEET 39 BALBOA BLVD. I \ \ 'O, I J ·1. 11+00 CONST UGT 104.12' 8"PVC. IPE ••.. •. . . :EXISTING FINIS ED .SURFACE . OVER . ~ OF IPEUNE • ----------- • S.=0,00 00 • o PHASE 3 CONSTRUCTION PROP. 16" PVC WATER SEE SHEET 39 EXIST. 12" CIP WATER TO BE ABANDONED STA 11 +06. 12 \ 1T4 '···\A ,.- STA 10+02.00 1.06 I e'\1? \\:· _ALLEY NO. 221 I I . ~-. ,,,., , ,.._.,,,U"'l ,~ ;._ \ ; : • .-• I I \\ ~ EXIST. ;AS LINE \ \\ • EXIST. 12" CIP WATER \\ \1 *GAS & WATER WHERE APPLICABLE t \ , ' ,. I \\ PHASE 1 BALBOA BLVD. SEE SHEET 39 20 10 0 20 GRAPHIC SCALE: 1 "=20' DISPOSITION NOTES OJ PROTECT IN PLACE u X w 0' 0 I:: 10+00 ·PROFlL • HORIZ .. • 1"= EXIST. 8" ACP WATER 116 3' EXISTING BRICK MANHOLE EXISTING INLET "D"X1' STUB ) I I I oo~w SECTIONAL ELEVATION A-A CORE CUT HOLE OR BREAK OUT BRICKS CAREFULLY AND NEATLY TO FORM MINIMUM PENING OF O.D.+2" UREL Y FASTEN "D" X 1' STU TO HOLE WITH CEMEN RTAR EXISTING PRECAST CONCRETE MANHOLE CORE CUT HOLE (DIAM.=O.D.+2" MAX.) 1 ----" -,_ __ _ EXISTING INLET SECTIO EXISTIN CHA CHISEL OUT EXISTING CONCRETE SHELF FORM NEW CHA SMOOTH CH EL SURFACE H 1/2" ~.=-=%-+ CEMEN ORTAR. EXISTING RE CUT HOLE INLET~C+_:~d:! ..... i:l::~f;-::. (DIAM.=0.D.+2" MAX.) >J1- SECURELY FASTEN ---~- "D"X1' STUB INTO CORED HOLE WITH CEMENT MORTAR INSTALL "D"X6" WYE OR TEE STOPPER B EXIST. PRECAST CONCRETE MANHOLE 6" HOUSE LATERAL SECTIONAL PLAN OF BASE B NOlf A PART EXISTING SHELF EXISTING CHANNEL EXISTING 138 )----, INLET INSTALL "D"X6" WYE OR TEE EXIST. 8" ACP WATER 11 +44.18 =6+27.50 EAST BAY ,--------i118 OFFSET=8.0' 3' MIN. 116 ·" L,--CHISEL OUT EXISTING CONCRETE SHELF FORM NEW CH EL. SMOOTH CH EL SURFACE 1/2" EXISTING CONC. SHELF TO REMAIN STOPPER CEME ORT AR. INSERT "D"X1' STUB NEW CHANNEL SECTIONAL ELEVATION B-B CHANNEL BASE DETAIL "L" N.T.S. I INSTALL 12" CLASS 150 (FE X FE) BUTTE~FLY VALVE WITH VALVE BOX AND RISER PER CITY STD-508-L, STD-510-L-C, AND STD-511-L. ! e INSTALL 6" CLASS 150 (FE X FE) RESILIE~T WEDGE GATE VALVE WITH VALVE BOX AND RISER. 1 @ INSTALL 8" CLASS 150 (MJ X FE) RESILIENT WEDGE GATE VALVE WITH VALVE BOX AND RISER. CAP CLOSED. e INSTALL ZURN Z-508 HEAVY DUTY DRAIN OR APPROVED EQUAL CLEAN-OUT CONSTRUCTION NOTES •, • ,,. r,; . . 4" VCP SS 0.61 INV SEE SEWER & WATER PLANS, SHT 41, FOR CONTINUATION SUMP DETAIL "O" N.T.S. REMOVE EXISTING CONCRETE SEWER PIPE AND INSTALL B" PVC GRAVITY SEWER PIPE (SDR-35). TRENCH RESURFACING, BACKFILL AND BEDDING PER DETAIL "N" ON SHEET 36 AND GEOTECHNICAL REPORT. SUBSTITUTE 3/8" CRUSHED ROCK IN LIEU OF SAND FOR PIPE BEDDING. CORE DRILL EXISTING MANHOLE AND INSTALL NEW SERVICE PER DETAIL "L" HEREON. CONCRETE SUMP -PAD 90-EU30W BEND CONSTIRUCT SUMP DRAIN, CLEAN OUT, AND LATERAL PER DETAIL "O" ON SHEET 41. EXIST. 8" ACP WATER REMOVE EXISTING WATER SERVICE LINE FROM THE EXSITING 6" WATER MAIN TO THE EXISTING WATER METER. WATER METER SHALL BE REMOVED BY CITY FORCES. REMOVE EXISTING MANHOLE AND CONCRETE PIPE AND INSTALL NEW 48" ID MANHOLE PER CITY STD-401-L USE GPK MANHOLE ADAPTERS. \ \ I,--+--H--'J;l.----l,1 GAS : ·. 111 0.63 ' .•• ~. ,=6 h35 -EAST.'BAY !OF SET=3.0' 11+44.18 STA 10+00.0D =16+08.08 BALBOA OFFSET=19.0' '---'138 DETAIL "K" \ \ N.T.S. ,----PROPOSED 1 6" WATER SEE SHEET 39 EXIST. 12" CIP WATER SEE PLAN J. e INSTALL 1" WATER SERVICE PER CITY STD-502-L CONTIRACTOR SHALL RECONNECT ALL SERVICES ON THE CUSTOMER SIDE, AND ADJUST TO THE NEW ALLEY GRADE. INSTALL 6", 45' (MJ X MJ) DI BEND. e INSTALL 12" (MJ X FE) DI ADAPTER. i INSTALL 12" X 6" (FE X FE) DI REDUCER,! INSTALL 12" X 12" FE X 12" FE DI TEE. INSTALL 6" (MJ X FE) DI ADAPTER. ' I SEE PROFILE "M" Q9 t-EXIST. 12" CIP WATER DETAIL "I" N.T.S. I I I I I I ELECTRICAL I I I I ;;: I I : I I I I I I 11 I,' I ~ I I I EAST BAY AVE. PROP. 12" 11.25' BEND-~ PROP. 12" VALVE PROP. 16" WATER PROP. 12" WATER·-- ---pROP. 16" X16 X 12" DI TEE PROFILE "M" N.T.S. -----'166 ~-1165 e INSTALL NEW RING AND COVER. RETURN OLD RING & COVER TO YARD AT 949 WEST 16TH STIREET, ATTN: ED BURT, AT 949-718-3402. INSTALL NEW PVC SEWER LATERAL AND CLEANOUT (SDR-35) PER STD-406-l. SUBSTITUTE 3/8" CRUSHED ROCK IN LIEU OF SAND FOR PIPE BEDDING. @ INSTALL NEW 6" PVC C-900 CLASS 150 WITH TIRACING 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 TIRACING WIRE. BACKFILL BEDDING PER DETAIL "N" ON SHEET 42. e @ @ e @) REMOVE EXISTING 4" CIP INCLUDING FITTINGS, THRUST BLOCKS AND APPURTENANCES. INSTALL NEW 8" PVC C-900 CLASS 150 WITH TIRACING WIRE. BACKFILL BEDDING PER DETAIL "N" ON SHEET 42. INSTALL B" X 8" FE X 6" FE DI TEE. INSTALL 8" MJ X FE DI ADAPTER. INSTALL 12" TIRANSITION COUPLING (PVC X CIP). INSTALL 12" 45' (MJ X MJ) DI BEND. lltESSIQ r,.MES . 39308 a, • ~ ii: ~ I u, ~ I > 15, b J w w 'O -w 0 @) @ @ @ e INSTALL 12" 11.25' (FE X MJ) DI BEN.□. CONSTIRUCT THRUST BLOCK PER CITY STD-510-l. INSTALL 8" TIRANSITION COUPLING (PVC X ACP). Exp. 12 31 3, a, g, CONNECT TO EXISTING B" ACP WATER LINE PER DETAIL "K". 'I', C/V\\.. ~ f' or c~1f1, 0 01 !a : 0 ' t~ ,,, ' C-3333 i •• r-------------------,--------------------,------------L1 --------------,-----------,---------------------1~ PREPARED BY: CITY OF NEWPORT BEACH REVl~IONS PROFILE SCALES ~ 3187 Red Hill 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 CONCEPT AND ADHERENCE TO THE CITY STANDARDS AND REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. APPROVED~~ &=--09).--o::i~o) PUBLIC WOR~ DEPT. DATE NO. DATE BY I APPROVED HORIZONTAL 1' = 20' ALLEY NO. 221 I VERTICAL 1 • = 4• WA TEA AND SEWER IMPROVEMENTS PLAN SCALE z 1" = 20' " ,--t---t---i---------------i------J..,==-c==-=-.....,;~:::-c-=--+--------------,-------1:::- 1--+---+---l------------if-------ll-D-ES--'lic.c,~~:.:...D_BY_: -+-DRA...:::D~.!..C~,_B_Y:-1 CITY OF NEWPORT BEACH ,_R_-_57_63_-_s ___ ; f----+----1--1-----------~-----l CHECiED BY: Di~ : 2000 PUBLIC WORKS DEPARlMENT SHEIT 41 OF 98 £ 1/, \ -I .I - I ··1 t:; ,' , ... ,,..,,_,,. i 16"W / 1-: I I :; I : I ;; I i; I I ' .. ,, ___ ·•-•j ' :3 ~ EXIST. GAb :LINE I , *GAS, EDISON & PACBELL WHERE APPLICABLE I I ·-i 10 00.00 13 I i: ,,,, ; I I I I I ss - - - - -ss - - - -s . ·-· -···-ALLEY NO. 256T ::, ,' I -.i. ' I I I I ::, -' .. l I I I I . ' I ' ' : EXIST. 8" VCP SEWER EklST. ELECTRICAL LINE ''PHASE 2 -.. , j / ( --,----t--l+,cc--,-+-'----14' '-' 'c_· _j_ ___ -·-•··---··"-··-------····-----------·---~---""''"•-~·----·•··· r ~ r EXIST. 6" CIP WATER EXIST. TELEPHONE LINE 1 • -'---- r ': ·······•: ·11-J . I:":;_ -r -· r :---- 1_' f,._ 1 ~;, I ! ', • / I ' I 11' ,-,· ,·.! ::, ' I \,.1,i •-·•-~ ' l ! .,, / !i'••--.,. r--r---i ,I _ _;•~·--=~---~--~·'f'="'-11-~-7-+--'-+--- i I "'I \_ \ ' r--t+-H· r. EXIST. 6" ACP WATER PHASE 2 ' -~·,-,., .... , .. ~--~ ,, .. ------- I \ ·-----,--',-•--..,'.--,-·'--···-·-·· -0-,,, •••• --~--•• ••••--••••-•-'-'•••••••••• ----M•-•--, • •• ,, • .__,_,,,,._,,_, OJ ss ---- PACBELL ' j I /I I .J. 0 0 + r--- I/ NOTES: NOTE 6 1' MIN. SHAPED BEDDING SEE STREET IMP. PLANS FOR FINAL SECTION TRENCH WID1H 2• AHRM OVERLAY ON 3• MINIMUM A.C. •. · • -•. · ·1:r·· • • • EXISTING A.C. OR P.C.C. PAVEMENT ·6•: •.• : • • .. · ·_. · 5/ SELECT BACKFILL MATERIAL (SE=20} .INV,/ ..:::::-.,· -MIN I OR 1 SACK SLURRY MIX (100-E-100) . -O.D. • iIIm-----BEDDING • •• • BAifRlL)' lj • : I TRENCH SHEETING :·':.~-VI·._ ,j OR SHORING IF USED HIP~6" MIN. 0.4 ~-U~DISTURBED SOIL DETAIL •N• N.T.S. 1. TRENCH WIDTH BE O.D. + 12• MINIMUM, OR 0.0. + 20• MAXIMUM, INCLUDING 1HICKNESS OF TRENCH SHORING OR SHEETING. 2. BACKFILL SHALL BE PER STANDARD SPECIFICATIONS SECTION 306.1.3, EXCEPT THAT RELATIVE COMPACTION SHALL BE 90% MINIMUM. 3. WHEN 1HE MAXIMUM TRENCH l'IID1H IS EXCEEDED, 1HE CONTRACTOR SHALL SUBMIT TO 1HE CITY ENGINEER FOR APPROVAL DRAWINGS Wl1H SUBSTANTIATING ENGINEERING CALCULATIONS FOR 1HOSE MODIFICATIONS OF PIPE STRENGTH AND/OR BEDDING WHICH \'ilLL PROVIDE AN IN-PLACE FACTOR OF SAFETY EQUIVALENT TO 1HAT PROVIDED IN 1HE CONTRACT. 4. BEDDING SHALL BE PER STANDARD SPECIFICATIONS SECTION 306-1.2.1 5. TRENdH RESURFACING IN ASPHALT CONCRElE PAVEMENT SHALL BE PER STANDARD SPECIFICATIONS SECTION 306-1.5, EXCEPT 1HAT (A) ASPHALT CONCRElE SHALL BE PLACED IN LIFTS NOT TO EXCEED 4" 1HICKNESS. (B) APPLY TACK COAT AND FEA1HER NEW PAVEMENT AS NECESSARY TO SEAL 1HE CONTACT JOINT AND ELIMINATE PAVEMENT DEPRESSIONS Wl1HIN ONE FOOT OF 1HE CONTACT JOINT. 6. TRENCH RESURFACING ON WASHINGTON STREET SHALL BE 4" A.C. OVER 6" C.M.B. CONSTRUCTION NOTES INSTALL 2" WATER SERVICE PER CITY STD-503-L FOR LANDSCAPE IRRIGATION. REFER TO LANDSCAPE PLANS FOR CONTINUATION. REMOVE EXISTING 6" CIP INCLUDING FITTINGS, THRUST BLOCKS AND APPURTENANCES._ RETIJRN 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". @ CONNECT TO EXISTING 6" CIP WATER LINE. @ INSTALL 6" TRANSITION COUPLING {PVC X CIP). e INSTALL 6" TRANSITION COUPLING {PVC X ACP). @ INSTALL 6" CLASS 150 (MJ X FE) RESILIENT WEDGE GATE VALVE WITH VALVE BOX AND RISER. 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 INSTALL 2" WATER SERVICE PER CITY STD-503-L. INSTALL 6" X 6" FE X 6" FE DI TEE. e INSTALL 6" {MJ X FE) DI ADAPTER. DISPOSITION NOTES OJ PROTECT IN PLACE N 0 ~ "' • u ~ w w :c "' I 'a' I ;J, f ~ • :, " 0 ? "' C '.:;!- 0 ~ 0 0 u e ~ 0 0 .,, 0 GENERAL NOTES C-3333 i .----------------------,-----------------------,-------------------------..------------.---------------------1~ )- 1. CONTRACTOR WILL NEED A TEMPORARY CUT AND PLUG AT TIE-IN POINTS. 20 10 0 20 40 GRAPHIC SCALE: 1"=20' FREPARED BY : 3187 Red Hill Avenue Suile 250 Casto Meso, CA 92626 (714)751-7373 Fox(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. APPRov,f\1,~lo , Q!:,-0)-ol PUBLICWORSOEPT. DATE REVISIONS PROFILE SCALES ::i NO . DA TE BY APPROVED HORIZONTAL 1" = 20' '° 1--t---+---+--------+-------l VERTICAL 1" = 4' ALLEY NO. 256T AND PIER PARKING ; t-t---+---+---------1----i---PLA-N~SC-ALE---; WATER IMPROVEMENTS 1" = 20' ~ <O N r--t---t--t--------------t-----i-.,,-,,-,=--,-,--,,-,,-,.--.,,.,.,...-l----------------.--------1;::- t---t----t---lf------------+-----t DEsIi~w BY: 0~1~ BY: c1TY oF NEWPORT sEAcH R-5763-s : -~~~-+-~~-----1 t---------1 -2: t--+---+---+------------+-----1 CHEC~~D BY: D'{j~T: 2000 PUBLIC WORKS DEPARTMENT SHEEr 42 OF 96 £ ' I I , --',/ ___ * __ _ .•' i . ' ' ' . ' ' ' ' ' EAST BAY BLVD. -: I '"1• I , ¥>••a.-•~--j l ' ! * CATV, GAS, SEWER & EDISON WHERE AP~LICABLE (5.0) TOP OJ OF GAS STA 17+63.81 1681------- PHASE 1 ------ I J I I I In' ----------- I I I I I □:~ I --: II I II 11 I ~--EXIST. 6" PVC SEWER ~--i::xlst. t::Ltcmrd11i_ C1i-iE ~---EXIST. ELECTRICAL LINE ~-EXIST. WATER LINE ~--EXIST. GAS LINE 1 SEWER 1 WATER ALLEY NO. 256V -.-,.,. ·----!•-.,. -I . ~-;::;::;,~---'~.----•-··----;··,: ';:!;:;~-~·--_-, -=-·-a·~-""~ -_-=._-w--; --,,~:,v· ~ --= .----EXIST. 2" CU WATER ' EXIST. ELECTRICAL LINE ' ' ~--EXIST. 8" PVC! SEWER 15+61.50 I I WATER I •• I I I EDISON ' "' I EXIST. 2" CU WATER i'' 20 CONSTRUCTION NOTES r:::c,. REMOVE EXISTING 6" CIP INCLUDING FITTINGS, THRUST BLOCKS 0 AND APPURTENANCES. RETURN TO 949 WEST 16TH STREET, ATTN: ED BURT, AT 949-718-3402. ~.,:2~ INSTALL NEW 6" PVC C-900 CLASS 150 WITH TRACING WIRE. l:.::_~ .___,,. BACKFILL AND BEDDING PER DETAIL "N" ON SHEET 36. 10 0 @ 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). @ CONNECT TO EXISTING 6" CIP WATER LINE. @ INSTALL 6" TRANSITION COUPLING (PVC X CIP). @ INSTALL 6" CLASS 150 (FE X FE) RESILIENT WEDGE GATE VALVE WITH VALVE BOX AND RISER. @ 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 @ INSTALL 2" WATER SERVICE PER CITY STD-503-L. e 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 ADAPTER. DISPOSITION NOTES [TI PROTECT IN PLACE 20 40 R\lrESSlo,v4( r,.,IAES Qf . 39308 xp. 12-31-01 C/V \\... t OF C~~ GRAPHIC SCALE: 1"=20' C-3333 r---------------------,---------------------,------------------------r-----------,---------------------1' I ~ PREPARED BY : 3187 Red Hill Avenue Suite 250 Costo Meso, CA 92626 (714) 751-7373 Fax(714)545-8883 CITY OF NEWPORT BEACH i----------------------1 NO. DATE BY 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. REVISIONS PROFILE SCALES APPROVED HORIZONTAL VERTICAL 1" = 20' 1· = 4' PLAN SCALE 1" = 20' ALLEY NO. 256U AND EAST BAY BLVD. WATER IMPROVEMENTS t ' R • ,-t--11-t-----------,---... ===-=,.,....,--=-=-,,,,,,,,.-=,--+------------,--------l0 o'i) ~Q)-0 \ t--+---t---+----------+-----l DESIGt,W BY: D~W~ BY: CITY OF NEWPORT BEACH t--R_-_57_63_-_s_f APPROVED DATE t---t---+----+------------+-----1 CHECKED BY: DATE = PUBLIC WORKS DEPARTMENT SHEET 43 OF 96 1 .._ ________________________________________________ ..._ __________________ __. ___________________ ,._....1 __ ..J.._..,_ ___________ .,..1, ___ _,, _ _...PH.:.,__...a...,.:O~C:.:,T..:2.::O~OO::,..i... ____________ ..._ __ .;.;.._.;;.;..J• I i i ' ' I EXIST. ELECTRICAL LINE SEE SHEET 43 I .1 . ; EXIST. STREET LIGHT CONDUIT 8+65.03 MAIN ST. EXIST. ELECTRICAL LINE ~-. • . .. ,..,,._, ... -·~•··-~,· \MAIN '----'--EXl~T. 4" CIP WATER LIN TO BE ABANDONED IN PAE ! EXIST. WATER VALVE ' ' ! < ~-SEE SHEET 43 FOR CONTINUATION EXIST. SEWER SEE SHEET 43 " • ••• EXIST, STREET LIGHT CONDUIT 0 ,. XIST. 6" PVC SEWER ········STREET \ EXIST. STREET LIGHT COND,lJIT '.f . . rrf • I " o'U 0 1 . . I : EXIST. RESTROOM BLDG ...i..--✓ C ; EXIST. PIER~•-···--- ' ,---ro BE ABANDONED IN PLACE EXIST. 4" CIP WATER INE '";"'· - i /," •""''-,•~•••-.-.e•,0"'" J -. ,_. ..... (' ·, .·'.:,:::·~r -,-~ --,--· ,. . .,.,,_." ....... , ····-' ·-•· "~--··•------•,,. - 157 171 CONSTRUCTION NOTES s CONNECT TO EXISllNG WATER SERVICE. 8 INSTALL NEW 6" PVC C-900 CLASS 150 WITH TRACING WIRE. BACKFILL AND BEDDING PER DETAIL "N". @· REMOVE EXISllNG 4" CIP INCLUDING FIT11NGS, THRUST BLOCKS AND APPURTENANCES. (,?\ INSTALL NEW 4" PVC C-900 CLASS 150 WITH TRACING WIRE. l:J BACKFILL AND BEDDING PER DETAIL "N" ON SHEET 42. @ @ @) @) REMOVE EXISTING FIRE HYDRANT AND RETURN OLD FIT11NGS, 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 VALVE (FE X MJ) AND DUCTILE IRON TEE (MJ X FE). INSTALL 6" X 6" X 4" DI TEE. INSTALL 6" CLASS 150 (FE X FE) RESILIENT WEDGE GATE VALVE WITH VALVE BOX AND RISER. CAP CLOSED. INSTALL 2" WATER SERVICE PER CITY STD-503-L. e INSTALL 6" 45"(MJ X MJ) DI BEND. @ INSTALL 6" X 6" FE X 6" FE DI TEE. e INSTALL 6" (MJ X FE) DI ADAPTER. @ INSTALL 6" 90"(MJ X MJ) DI BEND. @ INSTALL 6" DOUBLE CHECK DETECTOR BACKFLOW PREVENTION ASSEMBLY PER CITY STD-517-L. .,111 , INSTALL-2-" REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENllON ASSEMBLY PER CITY STD-520-L. e INSTALL 2 WAY, 4" FIRE DEPARTMENT CONNECTION. 'i',<lrESS/O ~1>-MES ~ 9!11' .... _"--~ ,{JJ\~fl,. p. 12-31-0 C IV\\.. OF C~\>~ C-3333 "" i ;J: >--w w I "' ~ b / !E,' b a ". /; ., ., 21 ~i 3-! 6, C w· / 2 a 0 V e ~· o. g g ~! w ,-----------------------.----------------------,---------------------------,-----------,----------------------11':i / CITY OF NEWPORT BEACH PROFILE SCALES 20 10 0 20 GRAPHIC SCALE: 1"=20' 40 PREPARIED BY : 3187 Red Hil Avenue Suite 250 Cosio Mesa, CA 92626 (714) 751-7373 Fax(714)545-8883 ~ REVISIONS t-----------------------1 NO. DATE BY APPROVED HORIZONTAL 1· = 20' 1" = 4' 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 AC CY. 1--1---1---+--------------+----~ VERTICAL PLAN SCALE 1" = 20' MAIN STREET AND PIER PLAZA WATER IMPROVEMENTS " " "' m lO I I o' :-,,-1 N; r---i----i-,---------------i-----,..,,.,,==...,,,.,...,r==c:--::::-:--~1----------------.----------1 :;I V~·-029\ t----+------+--t-----------j-----jl-D-ES.....;lt~~E'-'-J_B_Y:-+-DRA-=D','-'~-'--BY-: -I CITY OF NEWPORT BEACH t----R-_5'7_63_-_S----1-g APPROVED DATE CHEC~~D BY: 0ft/ 2000 PUBLIC WORKS DEPARTMENT SHEET 44oF 96 £ 20 10 i ,'; I 0 20 GRAPHIC SCALE: 1 "=20' 40 I I I ' e· I r ;·. , .. I 2' I I f--1--1-"-I I I ; :•;' LL. ; .'· r:-rr•. / ' ! ' ' l. .l ·, I I ; I i O> ' _+ I iL , 18 I+-;;: .•. : 4,Q' I j' ', I I '·i I ' , I 1 ·• l ! .. ~ 11 • 8 ffSSiON,1(' MEs 0~ \ DETAIL "F" SCALE: 1" = 10' \ LIMIT OF_@)~ .. ; • / -:: ,--·1 ·,1 " .,\'i '----1 a" RCP SD LATERAL R/W 40' R/W 20' 20' BWi------~----+-----=-----' 1.50' ----+--t-- R/W 5" AC 6" AB 5" AC 6" AB 20' 2' 8' 8' SECTION A-A EAST BAY AVE. HOR. SCALE: 1" = 10' VER. SCALE: NTS 40' tt. 20' 2' 8' 8' R/W ~ 'fUP,~ ~-'-'r+ ' .. :·,:.;,:·,~_:-·;-..;-.-._,· .,: ·-. ------- SEE DETAIL "E' {,, ~-.,~~ ~ 1r· -:-o· EE DETAIL "E R/W 8" PCC Ci'." AB I 15' SECTION 8-8 EAST BAY AVE. HOR. SCALE: 1" = 10' VER. SCALE: NTS 30' R/W tt. 13.9'± BLDG. 8' 5' ' SEE DETAIL "E" 24" SD BLDG. 29.0'± BLDG. 14.0'± It, 15.0'± ;;;, 8" PCC 1/f,, 4" AB 3' 3' 1'-0" ~~~W:L~4TYP, 12" w~01 SEE DETAIL "E" 24" SD 04 SECTION D-D WASHINGTON ST. HOR. SCALE: 1" = 10' VER. SCALE: NTS ADD 4' NATIVE SOIL ABOVE 3/4" PEA GRAVEL >-> li---1210 WRAP 3/4" PEA GRAVEL •: :,.: j • (2' OVERLAP) ._'::.' ;-.. ~··=· ·:::!.. -== DETAIL "E" NOT TO SCALE "MAST" (PER Cl1Y OF N.B) FOUNDATION FOR "MAST" (PER Cl1Y OF N.B.) 4" SS PIPE 4" SS 90" ELBOW FL X FL. OR WELDED ENDS SECTION G-G NOT TO SCALE N 0 6 , 0, • PHASE 3 4" NON-PERFORATED SS PIPE (2 PIPES) u ODOR CONTROL NOTES : 'fi PROFILE "S" NOT TO SCALE INSTALL 4" STAINLESS S1EEL PERFORA1EO PIPE. INSTALL PERMALON PLY X-210 GAS MIGRATION BARRIER (OR APPROVED EQUAL). INSTALL CON1ECH C-80NW NONWOVEN GEOTEXTILE FABRIC (OR APPROVED EQUAL). CONSTRUCT 1' THICK CRUSHED AGGREGATE BASE. 4" NATIVE MATERIAL INSTALL CLEANOUT PER CITY SlD-406-L (RISER SHALL BE 4" STAINLESS STEEL PIPE) • • • ~ • I u 0 I 3-~ .g ;3-• • u -• 0 3-c 0, C ~ 0 0 0 u 2 °' 8 0 "' 0 <O l1 w r----------------------,-----------------------.------------1 -------------,----------..----------------------1 ~ PREPARED BY: CITY OF NEWPORT BEACH RE~IONS PROFILE SCALES :, THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO THE CITY STANDARDS AND NO. DATE BY APPROVED HORIZONTAL 'l' VERTICAL ODOR CONTROL PLAN ~ REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR PLAN SCALE ~ DESIGN ASSUMPTIONS AND ACC RACY. • , ~ --1 ~ 3187 Red Hill Avenue 1 = 20 ~ Suite 250 i---t---t---t--------------t-----J--=---,------,-------------1---------------'T""------1 "' OcF,vC1-:-Costa Mesa, CA 92626 OC'J -o"--o\ t---t---t---t-------------,1-------l DESIGNED BY: DRAWN BY: CITY OF NEWPORT BEACH R-5763-S ~: " (714)751-7373 Fax(714)545-8883 APPROVED. -~Q....:~~~~=-o, _ J ~ ._ ______________________________________________ ..__ _________________ ...... _____ P_u_sL_1c_w_o_R_Ks_DE_P_r. _____ D_ATE __ ..J.._~-....J..-.L------------.L...---L.c_H_Ec_K_ED-BY_:..J..D-AT_E_: __ ..1.., __ P_us_u_c_w_o_RK_s_o_EP_A_R_TM_E_N_T __ L.s~H;;EET;.;._45.:.:::.,o.;;F..:9::.;6:'-,I £ ,---------------------------------------------------------------------------------------- ------------------------------- BALBOA N 0 ------------------- - - - - - - - - - - - -- - - - - - - -- - - - --- - - - - ---------·- N r T. SP LH RS , < ,.: C'I) I ( / I ' ' L15 0 - N 3 R26(S) s , .. : L1 7 C'I) RS '~ 5 / 5 ·o SP /"' SP L37 RS TYPE IV L38 RS 4 BLVD. 9 TYPE IV 4 , _,.._ ,r-4=-------+-------=--&------i------1----;; I ,'t_ -, ~t_ -~----~+------···L""""''''~----5 >--------· I' ~ 0 --..::::,, .,.,...,, N = 4 r 22· R26(S) ( ~ '-~----~- 8 TYP. ~ o-1 i \ L -L .J 0 0 ci '" ' 0 <( f--(f) Lu z :::, I u f-- <( ::,; 22' , 2 J 3 2 = 2 2 3 ..I L 12a S TYP ------------- 0 0 ci "' + " - <i f--(f) w z :::; I u f-- <( ::,; EXISTING STRIPING L35 10' ,__. C'I) I I £--l"""/-r-°\-IQ' -~ r:;.;=/---/ ·o -, if --1 t SEE DETAIL FOR HI-VIS XWALK R26S BALBOA N - 0 - 0 N RS L12b L 13 4 L "'-= = = "'-= = = = ==-== = = ..------= R26(S) --INST All PHASE il ----<i>- ,__. C'I) 8 TYP ' 2 -L 22· .J i ~ "-"'-" .c:::,,_ = .,_.,__,, .c:::,,_ ~ 1 o· ~ i ! q z q I 7 0 = D . • • ! ! L83 ! RS • q i ~ I i I • " 0 0 U) 0 < Cl. t ' ' ' L82 RS so· BLVD. 9 L 22' ~ == = ==--~ -" = = so· ~ L20 B TYP_ ' --- -L .J 50' ' R L81 a SP S L81b -, L 22' .l. 120· r 22· R26(S) T -L SP R26(S) S L80 RS 22· .J '-. • I r 22' T 22' , / D 22' 22' , '\,,, • 0 - z 0 s R26(S) I- (!J RS L34b ,!:: -R L34a :c L34c Cl) SP < ~ CONSTRUCTION NOTES 0 0 0 0 0 © 0 0 0 ® @ @) 0 INSTALL 4" SKIP WHITE LANE LINE, 7' STRIPE AND 17' GAP_ (DETAIL 9) INSTALL 4" SOLID WHITE LINE, 50' LONG INSTALL 12" DOUBLE YELLOW. (DETAIL 22) INSTALL WHITE PAVEMENT LEGENDS AS SHOWN. I NS TALL 12" WHITE CROSSWALK LINES_ INSTALL PAINTED MEDIAN. (DETAIL 29) INSTALL 12" WHITE LIMIT LINE. INSTALL 4" WHITE PARKING STALL MARKINGS INSTALL 8" SOLID WHITE LANE LINE. (DETAIL 38) REMOVE. SANDBLAST PAINT TO BE REMOVED. RELOCATE EXISTING SIGN TO NEW LOCATION AT NEW CURB LINE. MOUNT SIGN ON NEW ST. LIGHT POLE. INSTALL SIGN PER DESIGNATION. SEE STA TE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, (CAL TRANS) "UNIFORM SIGN CHART." EXISTING SIGN TO REMAIN. AFA File; 457 006 BALVlCHl OWG 10: 42 AM 07 /17/01 2 : u cc 4 3 R26S ~~' ff I 2 30' 3 L73 RS L74 8 TYP s 9 SP @L41a 50' ©41b ,!:: -< :;E . a . -D . . ! . ! i S R26(S) SP 4 6 GENERAL NOTES 1. ALL STRIPING DETAILS, MARKINGS, ETC, SHALL BE PER STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, STANDARD PLANS, 1999 EDITION INST All PHASE 1 -<l>----------.:~----;p INST ALL PHASE 3 I 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. 4_ ALL LIMIT LINES TO BE 12" WHITE @ i[_'l_ UNLESS OTHERWISE NOTED 5. ALL FINAL STRIPING SHALL BE "SPRAYABLE REFLECTORIZED THERMO-PLASTIC' APPLIED AT A MINIMUM THICKNESS OF 0. 45 MM EXCEPT CROSSWALKS AND LIMIT LINES, WHICH SHALL BE 0.90 MM MINIMUM THICKNESS. THE FINAL STRIPING SHALL NOT BE APPLIED UNTIL THE PAVING HAS BEEN IN PLACE FOR AT LEAST 15 DAYS. 5_ TEMPORARY PAINTED TRAFFIC STRIPING AND MARKINGS SHALL BE APPLIED IN ONE COAT ANO AS SOON AS POSSIBLE WITHIN 24 HOURS AFTER THE FINISHED COURSE OF PAVEMENT HAS BEEN APPLIED. 7. REFER TO "SIGN LEGEND" ON SHEET 48 FOR SIGNS LABELED LXX. PARKING ST ALL DETAIL ~" 45 ~~ NOTE: ALL CROSSWALK STRIPING SHALL BE 12" WHITE THERMOPLASTIC UNLESS OTHERWISE NOTED. TYPICAL LAYOUT FOR HI-VIS X·WALK NT S ~:::ft?/' CITY OF 1\JEWPORT BEACH SCALE c::J f_, A us TIN-FOlJS T A SSOCIA TES, INC. 1--T-H-IS-PL_A_N_I_S_S_IG-N-ED_B_Y_T_H_E_C_I T_Y_O_F-NE_W_P_O_R T-BE_A_C_H_F_O_R---11---t---t-----------------i-----i I " = 2 0' r RA r r I c £ N c IN££ RI N c AN o r RAN s Po R r A no N PI AN ,v IN c CONCEPT ANO ADHERENCE TO THE CITY STANDARDS AND 2020 NORTH TUSTIN AVENUE SANTA ANA, CALIFORNIA 92705-7827 TELE~ttt\Nb ) 667-0496 FAX (714) 667-7952 ~--'-4~+"-=1----------'-------DA TE. 7-l?-ol R1~E 20'.:58 ::XPIRE 9-.30-01 REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR DESIGNED DRA½N DESIGN ASSiTIONS AND ACCURACY. RS RS APPROVED _'__Cl,j ditj~ ,J.;Zo 4S _b',15 0 I f-oA_T_E ~-8-' ~-----□-E_sc_R_,e_r,o_N _____ ~A_P_e·--lo >---c-HE_<:_, E-o---+-□-A ,-E-----1 'fRAFFIC EN 1~INEER RE. NO ~ REVISIONS i / I ' SIGNING AND STRIPI\JG PLAN BALBOA BOULEVARD W/O ADAMS ST TO E/O MAIN ST. CITY OF NEWPORT BEACH· R-5 763-S . Pl:!BLIC WORkS DEPARTMENT SH£E T 46 OF 96 I : I i I I I I I i I I V "' V " j ... L10 -.,. E H-+--J ,-----7----,--~"' -F!-~----.'«'.'\"'\--.,.....,,,~::1-v----i=_,J ~ + -2 \--+-lf- [J ,,: :=r-=_:-.-J L ~--,c s~ ~ ~} ~, =-I r-, ,--- ... uJ IT ~ 7 r ., ~L30 I L71C(o/ L71a~ I I L71b L.__J t W53(;'\ L9 ~ '----~--= ... □ □ 21 Rs,---,,...11 I Ci:JXE- ~ ~~ ,n_L__j_----,~'___L__J ~ ~ -18' .1?' 7'---__, L28 ~ 17 ' • I-.... en L50 S R26(S) L51 RSr-------'4' I SP ~ L52 ...___..--@R26(S) J l ~1~7[J 17' • 26' 17' 17' 26' 17' (J) @ -"' ' (J) r---,.:. N ~ a, @ I() N I() N N 8 TYP. I LJ CONSTRUCTION NOTIES 0 0 0 0 ® © 0 0 ® AfA file: 457.006 BALPAR.DWG 11: 02 AM 07 /20/01 INSTALL 4" SKIP WHITE LANE LINE, 7' STRIPE AND 17' GAP. (DETAIL 9) INSTALL 4" SOLID WHITE LINE, 50' LONG. INSTALL 12" DOUBLE YELLOW. (DETAIL 22) INSTALL WHITE PAVEMENT LEGENDS AS SHOWN. INSTALL 12" WHITE CROSSWALK LINES. (DETAIL ON SHEET 46) INSTALL PAINTED MEDIAN. (DETAIL 29) INSTALL 12" WHITE LIMIT LINE. INSTALL 4" WHITE PARKING STALL MARKINGS PAINT WHITE CURB 17' 26' 0 I') (J) N CD N I 11 □ - L '- 1-••• I) I 17' 17' 26' 17' ' ,.:. ~ 0) @ I() N .I() N N a, @ "' -1----17' I -26' ' -__ __._ __ -- 501.5' 59 @ 8.5' INSTALL HANDICAPPED PARKING EMBLEM, STALL MARKINGS, LOADING AREA MARKINGS, AND H.C. PARKING SIGN PER A.D.A. REQUIREMENTS. INSTALL 4" SKIP YELLOW CENTERLINE. (DETAIL 1) REMOVE. SANDBLAST PAINT TO BE REMOVED. RELOCATE EXISTING SIGN TO NEW LOCATION AT NEW CURB LINE. MOUNT SIGN ON NEW ST. LIGHT POLE. INSTALL SIGN PER DESIGNATION. SEE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, (CAL TRANS) "UNIFORM SIGN CHART." EXISTING SIGN TO REMAIN. . . .. . ~ .. • . .. . •-~-~~ .. ' .. .. .. --, Joe& g..., .1h:4·;·c,~~-•;,-,'t\ _./ a, TYP. I() @ 8 a, ro -@ @ N I() N a, -N ro 1----(J) CD ro -a, - @ 17 I 26' I 17' 17' I 26' . . CD D '-. 17' L132 ~ - o RL S@) I R26 S) ----il...L.1-----..s @) 10· I+-+ n I 9 8 RS L61 SP L62 0 ··-·-----··-··-INSTALL PHASE 1 L63a L63d RS SP L63b R L63c N 252' 28 @ 9• (Tvr,) a, a, 2 ' I 17' CD N . ' I -- -~---1--_.__ __ ---I ·~ (J) ,..,..~:;j---lf--JI : 11' 141,------~1=3=5•-'-'15'----"@'-"-9' ___ ----i,I N inf'//// -"'---t'aYg) ,...,....,...,...,.°' ::"";;:;:;l--j\--71--I~ ;. ~ ~· %5 ~//✓ I \ LJ GIENIERAL NOTIES 1. ALL STRIPING DETAILS, MARKINGS, ETC., SHALL BE PER STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, STANDARD PLANS, 1999 EDITION. 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. 4. ALL LIMIT LINES TO BE 12" WHITE @ I[([ UNLESS OTHERWISE NOTED. 5. 6. 7. ALL FINAL STRIPING SHALL BE "SPRAYABLE REFLECTORIZED THERMO- PLASTIC" APPLIED AT A MINIMUM THICKNESS OF 0.45 MM EXCEPT CROSSWALKS AND LIMIT LINES, WHICH SHALL BE 0.90 MM MINIMUM THICKNESS. THE FINAL STRIPING SHALL NOT BE APPLIED UNTIL THE PAVING HAS BEEN IN PLACE FOR AT LEAST 15 DAYS. TEMRIORARY PAINTED TRAFFIC STRIPING AND MARKINGS SHALL BE APPUIED IN ONE COAT AND AS SOON AS POSSIBLE WITHIN 24 HOURS ' AFTER THE FINISHED COURSE OF PAVEMENT HAS BEEN APPLIED. I REFiR TO "SIGN LEGEND" ON SHEET 48 FOR SIGNS LABELED LXX. 0 47 ~ Ii S, § JOE E. FOUST ,ft:// CITY OF NEWPORT BEACH SCALE c:JL AUST/llf·FOUST ASSOCIATE~ 11/fC. r--TH-1s_P_L-AN-1s_s_1G_N_E_D_B_Y_TH_E_c1-TY-0F-N-EW_P_O_RT_B_E_A_CH-FO-R--i1---;--+------------+----1 1" = 40' "' 20258 NO-----/ E,p. 9-30-01 CIVIL TRAFFIC ENGINEERING ANO TRANSPORTATION PLANNING CONCEPT AND ADHERENCE TO THE CITY STANDARDS AND AVENUE SANTA ANA, CALIFORNIA 92705-7827 REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR 67-0496 FAX (714) 667-7952 DESIGN ASSU TIONS AND ACCURA Y. ----::,d::,#:J~~~=c;c;;-=~-;;--:;;;-c;;:;---DATE: ?-27-0/ JOE . RCE 20258 EXPIRE 9-30-01 DATE BY DESCRIPTION DESIGNED RS DRAWN RS APP'D 1--------<,...-----< 1---~-~------------~---iCHECKED DATE REVISIONS l rt r SIGNING AND STRIPING PLAN BALBOA PIER PARKING LOT CITY OF NEWPORT BEACH R-5763-s PUBLIC WORKS DEPARTMENT SHEET 47 OF 96 L102b L102a L102c 8 (9) 22'X7' (6) 22'X 8 L90c L90a L90b 07 L9 L108 L111b L111 C 111 a L 111 d 111 ~L89 BALBOA 9J ,® CONSTRUCTION NOTES 0 0 0 0 0 © 0 0 0 AFA Fite; 457.006 BALEB.DWG 10:54 AM 07/20/01 INSTALL 4" SKIP WHITE LANE LINE, 7' STRIPE AND 17' GAP. (DETAIL 9) INSTALL 4" SOLID WHITE LINE, 50' LONG. INSTALL 12" DOUBLE YELLOW. (DETAIL 22) INSTALL WHITE PAVEMENT LEGENDS AS SHOWN. INSTALL 12" WHITE CROSSWALK LINES. INSTALL PAINTED MEDIAN. (DETAIL 29) INSTALL 12" WHITE LIMIT LINE. INSTALL 4" WHITE PARKING STALL MARKINGS INSTALL HANDICAPPED PARKING EMBLEM, 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 SIGN PER DESIGNATION. SEE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, (CALTRANS) "UNIFORM SIGN CHART." EXISTING SIGN TO REMAIN. L112 E GENERAL NOTES 59 5' • 5 @ 8.5· 1 9' 8' . 1 1 :i· ' r-~ ,-: "' « e C, jg :tt: 88a~ -~"' L88b~ .,.. R L123 0 1. ALL STRIPING DETAILS, MARKINGS, ETC., SHALL BE PER STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, STANDARD PLANS, 1999 EDITION. 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. 4. ALL LIMIT LINES TO BE 12" WHITE @ l[.<i:_ UNLESS OTHERWISE NOTED. 5. ALL FINAL STRIPING SHALL BE "SPRAYABLE REFLECTORIZED THERMO- PLASTIC" APPLIED AT A MINIMUM THICKNESS OF 0.45 MM EXCEPT CROSSWALKS AND LIMIT LINES, WHICH SHALL BE 0.90 MM MINIMUM THICKNESS. THE FINAL STRIPING SHALL NOT BE APPLIED UNTIL THE PAVING 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 WITHIN 24 HOURS AFTER THE FINISHED COURSE OF PAVEMENT HAS BEEN APPLIED. 7. REFER TO "SIGN LEGEND" ON SHEET 48 FOR SIGNS LABELED LXX. rwo 22· PARA X 7' PARkiN L L GS AL L121 LS Cl:) I I . I i • i ! ! I . i • ! . ! ~- . I • i . . L85 j Fil/[ 2 ~, ! t . I . I . i • • P ARkiNRGALL[L Q .2. ~R26(S) .2.--@) E L87 L130a L130b PA < X 7' ®----k.f ~ ~R26(S) STALLS ® SP _____ R26(S) 1 ~ BLV_D_. ___ __ INST AII.L !PHASE 3 I INST ALL PHASE 3 I . . I . . I SIGN LEGEND 1.) o. \\RONG WAY b. NO LEFT TURN SIGN c. STOP 2,) o. \\RONG WAY b. NO LEFT TURN SIGN c, STOP 3.) STOP 4.) o. SIDEWALK USERS,BMPH SPEED LIMIT KEEP RIGHT.UNSAFE OPERATION PROHIBITED NO SKATEBOARDING b. SEE 4a 5.} a. SEE 4a b. SEE 4a. 6.) NO LEFT TURN SIGN 7,) DO NOT ENTER 8.) o. WARNING, DIVING IN OCEAN,SURF,OR BAY IS DANGEROUS. SHALLOW WATER.SUBMERGED ROCKS,SANDBARS,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 CONDITIONS MAY EXIST. BE CAUTIOUS AND PLAY SAFE. b. NO ... ALCOHOL, GLASS, LlTTERING. DOGS. 9AM-5PM. PERSONS WALKING 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 RINGS) FIREWORKS, ,DRIVING OR PARKING MOTORIZED VEHICLES c. BEACH CLOSED 10PM-6AM 9.) NOT A THROUGH STREET 10.) NO PARKING 8:30AM-12:30PM TUESDAY STREET SWEEP I NG 11.) STOP 12,) o. BALBOA ISLAND FERRY RIGHT LANE b. LITTER FREE ZONE STRICTLY ENFORCED 13.) OCTA (714) 636-RIDE 14.) o. SPEED LIMIT 25 b. NO PARKING 8:30AM-12:30PM MONDAY STREET SWEEPING 15.) OCTA (714) 636-RIDE 16.) NO PEDESTRIAN CROSSING/USE CROSSWALK 17.) FERRY TRAFFIC, DO NOT BLOCK, THRU LANE 18.) o. BALBOA ISLAND FERRY b. CITY OF NEWPORT BEACH PARKING 19.) NO LEFT TURN 10AM-5PM 20.) NO LEFT TURN 10AM-5PM 21.) NO PARKING 6AM-8AM MONDAY AND FRIDAY STREET SWEEPING 22.) o. SKATEBOARDING PROHIBITED b. ONE WAY SIGN c. SKATEBOARDING PROHIBITED d. ONE WAY SIGN 23.) NO PARKING 6AM-8AM MONDAY AND FRIDAY STREET SWEEPING 24.) o. ALL SIDEWALK USERS BMPH SPEED LIMIT KEEP RIGHT, UNSAFE OPERATION PROHIBITED b. SEE 24a, 25.) o. STOP b. NO LEFT TURN SIGN c. STOP d. SIDEWALK USERS BMPH SPEED LIMIT KEEP RIGHT, UNSAFE OPERATION PROHIBITED NO SKATEBOARDING SIGN 26.) STOP 27.) a. STOP b. LITTER FREE ZONE. STRICTLY ENFORCED o. SEE 26d. d. LITTER FREE ZONE, STRICTLY ENFORCED e. NO RIGHT TURN SIGN 28.) ONE WAY SIGN 29.) ONE WAY SIGN 30.) o. STOP b. SKATEBOARDING PROHIBITED c. DO NOT ENTER SIGN d. SKATEBOARDING PROHIBITED 31.) a. DO NOT ENTER SIGN b. SKATEBOARDING PROHIBITED 32.) o. ONE WAY SIGN b. ONE WAY SIGN 33.) NO PARKING 6AM-8AM MONDAY AND FRIDAY STREET SWEEPING 34.) o. LITTER FREE ZONE, STRICTLY ENFORCED b. SPEED LIMIT 25MPH c. LITTER FREE ZONE, STRICTLY ENFORCED d. SEE 33 35.) a. LITTER FREE ZONE, STRICTLY ENFORCED b. LITTER 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 DEPOSITED BY THEIR ANIMALS AND MUST CARRY A CONTAINER FOR THIS PURPOSE. 7.20.020 (A)+(B) 36.) o. NO PARKING 6AM-8AM MONDAY AND FRIDAY STREET SWEEPING b. TOW AWAY. NO PARKING SATURDAY AND SUNDAY 37.) RIGHT LANE MUST TURN RIGHT 38.) BALBOA ISLAND FERRY 39.) SEE 36a. 40.) SEE 360. 41.) o. LANE ENDS MERGE RIGHT b. SEE 36a. 42.) BALBOA PAVILLION, HISTORICAL LANDMARK NO. 959 43.) a. ONE WAY SIGN b. DO NOT ENTER SIGN 44.) NO RIGHT TURN SIGN 45.) o. ONE WAY SIGN b, DO NOT ENTER SIGN 46.) 47.) BALBOA ISLAND FERRY 48.) BALBOA ISLAND FERRY 49.) a. SKATEBOARDING PROHIBlTED b. SKATEBOARDING PROHIBITED 50.) LEFT LANE MUST TURN LEFT 51.) o. SKATEBOARDING PROHIBITED b. SKATEBOARDING PROHIBITED 52.) SEE 46 53.) o. ONE WAY SIGN b. PASSENGER LOADING 3 MIN. MAX 54.) NO LEFT TURN SIGN 55.) NO LEFT TURN SIGN 56.) o. STOP b. LITTER FREE ZONE, STRICTLY ENFORCED c. NO LEFT TURN SIGN 57,)ba.SlI>mllALK USERS 8MPH SPEED LIMIT. KEEP RIGHT, UNSAFE OPERATION PROHIBITED, NO SKATEBOARDING 58.) o. STOP b. 80EMBTBRIZED VEHICLES BEYOND THIS POINT d. NO LEFT TURN SIGN e. SKATEBOARDING PROHIBITED 59.) o. SEE 57b. b. SEE 57b. 60.) STOP 61.) SEE 59 62.) SEE 59 63.)ba.LS1TOER FREE ZONE, STRICTLY ENFORCED c. LITTER FREE ZONE, STRICTLY ENFORCED d. SEE 57b. 64.) o. NO LEFT TURN SIGN b. NO LEFT TURN SIGN 65.)<NO-PING IN VEHICLES OR ON BEACH 9PM-9AM 66.) STOP 67.) o. NO LEFT TURN SIGN b. STOP SCALE 68.) NO PARKING IN ALLEYS 69.) STOP 70.) a. NO PARKING 8:30AM-12:30PM TUESDAY STREET SWEEPING b. SKATEBOARDING PROHIBITED 71.) o. LITTER FREE ZONE, STRICTLY ENFORCED b. LITTER FREE ZONE, STRICTLY ENFORCED c. NO OUTLETS 72.) NO PARKING 6AM-8AM MONDAY AND FRIDAY STREET SWEEP I NG 73. ) NO OUTLET 74.) o. b. SEE 72 c. SKATEBOARDING PROHIBITED 75.) NO LEFT TURN SIGN 76.) o. DO NOT ENTER SIGN b. ONE WAY SIGN 77.) o. STOP b. ONE WAY SIGN 78.) ONE WAY SIGN 79.) TOW AWAY. NO PARKING ANY TIME 80.) COUNTY SANITATION DISTRICTS "A" STREET PUMP STATION, CALL (714)962-2411 81.) a. TOW AWAY, NO PARKING ANY TIME b. SEE 72 82.) SEE 72 83.) SKATEBOARDING PROHIBITED 84.) a. SKATEBOARDING PROHIBITED b. SEE72 85.) ONE WAY SIGN 86.) PUBLIC RESTROOMS 87.) o. 3 MIN. PARKING, 7AM-6PM b. SEE 72 88.) o. STOP b. PUBLIC RESTROOMS 89.) NO SKATEBOARDING 90.) o. LITTER FREE ZONE, STRICTLY ENFORCED b. LITTER FREE ZONE, STRICTLY ENFORCED c. CITY OF NEWPORT BEACH PARKING 91.) LEFT LANE MUST TURN LEFT 92.) a. STOP b. SKATEBOARDING PROHIBITED c. SKATEBOARDING PROHIBITED 93.) o. ONE WAY SIGN b. PUBLIC RESTROOMS c, NO RIGHT TURN SIGN d. CITY OF NEWPORT BEACH PARKING 94.) a. SKATEBOARDING PROHIBITED b. SKATEBOARDING PROHIBITED c. NO LEFT TURN SIGN 95.) ONE WAY SIGN 96.) NO PARKING 8:30AM-12:30PM MONDAY STREET SWEEPING 97.) a. ONE WAY SIGN b. SEE 96 98.) ONE WAY SIGN 99.) o. STOP b. SEE 96 c. ONE WAY SIGN d. NO PARKING 8:30AM-12:30PM MONDAY STREET SWEEPING 100.) o. DD NOT ENTER SIGN 101.) STOP 102.) o. ONEY WAY SIGN b. LITTER FREE ZONE, STRICTLY ENFORCED c. TOWAWAY, NO PARKING 4PM-MIDNIGHT SATURDAY AND SUNDAY 103.) NO PARKING 8:30AM-12:30PM, TUESDAY STREET SWEEPING 104.) a. NO PARKING 8:30AM-12:30PM MONDAY STREET SWEEPING b. SEE 102c. 105.) SEE 104 106.) SEE 104 107.) NO PARKING 8:30AM-12:30PM MONDAY STREET SWEEPING 108.) a. STOP b. NO LEFT TURN SIGN 109.) DO NOT BLOCK INTERSECTION 110.) o. SKATEBOARDING PROHIBITED b. SEE 110a. c. SEE 1100. 111.) o. 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 AND FRIDAY STREET SWEEPING 113.) SEE 112 114.) SEE 112 115.) ONE WAY SIGN 116.) SEE 112 117.) SEE 112 118.) o. SKATEBOARDING PROHIBITED b. SEE 1180. 119.) SEE 118 120.) o. STOP b. ONE WAY SIGN c. SKATEBOARDING PROHIBITED d. SKATEBOARDING PROHIBITED 121.) ONE WAY SIGN 122.) NO PARKING 6AM-8AM MONDAY AND FRIDAY STREET SWEEPING 123.) SEE 122 124.) NO PARKING AT ANY TIME 125.) ONE WAY SIGN 126.) a. SKATEBOARDING PROHIBITED b. SEE 122 127.) o. SKATEBOARDING PROHIBITED b. SEE 122 c. 5 MIN PARKING 7AM-6PM 128.) ONE WAY SIGN 129.) NO PARKING ANY TIME 130.) a. 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 132.) BALBOA ISLAND FERRY 133.) o. STOP b. CHANGE MACHINE c. NO RIGHT TURN SIGN 134.) NO PARKING SAT. AND SUN. ANY TIME/ WEEKDAYS 6PM-7AM, LOADING ZONE 20 MIN. LIM IT, 7 AM-6PM 135.) SEE 134 136.) o. DD NOT ENTER SIGN b. WRONG WAY SIGN 137.) a. DO NOT ENTER SIGN b. ND RIGHT TURN SIGN 138.) ONE WAY SIGN 139.) a. CHANGE MACHINE b. CHANGE MACHINE c. LITTER FREE ZONE, STRICTLY ENFORCED 140.) ONE WAY SIGN 141.) o. NO PARKING ANY TIME b. O.C.T.A. EXEMPT 142.) OCTA (714) 636-RIDE 143.) DO NOT BACK INTO SPACES 144.) ONE WAY SIGN 145.) a. DD NOT BACK INTO SPACES b. CHANGE MACHINE 146.) a. O.C.T.A. EXEMPT b. NO PARKING ANY TIME o. LITTER FREE ZONE, STRICTLY ENFORCED 147.) BALBOA ISLAND FERRY/PARKING 148,) CITY OF NEWPORT BEACH PARKING 149.) ONE WAY SIGN 150.) ONE WAY SIGN 151 · l BALBOA ISLAND FERRY 152. DON'T BACK UP INTO SPACES SIGNING AND STRIPING PLAN JOE E. FOUST No. 20258 Exp 9-30-01 CIVIL ~/' CITY OF NEWPORT BEACH c:Jl · AUS T/111-FOUS T ASSOC/A TE~ INC. t--T-H-IS_P_L-AN-IS_S_IG_N_E_D _B_Y_T-HE-CI-TY-OF-N-EW_P_OR-T-BE-A-CH-FO-R----11----l--+------------+---l 1" = 40' TRAFFIC £NC!N££R!NC ANO TRANSPORTA T!ON PL ANN/NC CONCEPT AND ADHERENCE TO THE CITY STANDARDS AND STIN AVENUE SANTA ANA, CALIFORNIA 92705-7827 REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR TELEPH (Z 667-0496 FAX (714) 667-7952 DESIGN ASSU TIONS AND ACCUR CY. 7-:Z?-o/ __ _s...e;a:;,..c:'-#C...,'--~~~~~~~=~~-DATE:~-~------RCE 20258 EXPIRE 9-30-01 JO APPROVED R.E. NO. DATE BY DESCRIPTION DESIGNED RS DRAWN RS APP"□ 1-------+------, J---~--~---------------~--,CHECKED DATE REVISIONS NORTH OF BALBOA AVE CITY OF NEWPORT BEACH R-5763-s PUBLIC WORKS DEPARTMENT SHEET 48 OF 96 i i ' I , I ' GIENIERAL NOTES 1. ALL WORK, MATERIAL AND EQUIPMENT SHALL CONFORM TO THE STATE STANDARD PLANS AND SPECIFICATIONS DA TED 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 POLE AND 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. EXTEND LIMIT LINE LOOPS 1' INTO CROSSWALKS. 4. ALL CONDUIT SHALL BE 2-inch UNLESS SHOWN OTHERWISE. 5. ALL PULLBOXES SHALL BE No. 5 UNLESS SHOWN OTHERWISE. 6. EXIST. 8-PHASE MUL TISONICS 820A CONTROLLER ASSEMBLY IN A TYPE "p" CABINET WITH DETECTION AS SHOWN, VEHICLE COUNTING SYSTEM AND MISCELLANEOUS AUXILLIARY EQUIPMENT, BICYCLE TIMING LOGIC TO BE REUSED. 7. ALL THREADED CONNECTIONS SHALL HAVE ANTI-SEIZE COMPOUND. 8. SEE SHEETS 38 & 39 FOR S"IRIPING PLAN. 9. 10. 11. 12. ALL VEHICLE DESIGNATIONS SHALL BE 12-inch AND RED INDICATIONS SHALL BE LED'S. PEDESTRIAN INDICATIONS SHALL BE TYPE "C" AND POLYCARBONATE. ALL SIGNAL HEADS SHALL BE POL YCARBONA TE(PLASTIC) TYPE. LOCATE ALL SUBSTRUCTURES PRIOR TO CONSTRUCTION. HAND DIG FOUNDATIONS UNTIL CLEAR OF OBSTRUCTIONS. COORDINATE POLE INSTALLATIONS WITH OVERHEAD UTILITY OR SUBSTUCTURE OWNERS. PHONE UNDERGROUND SERVICE ALERT AT (800)422-4143 48 HOURS PRIOR TO CONSTRUCTION. 13. ALL SALVAGED MATERIAL AND EQUIPMENT SHALL BECOME THE PROPERTY OF THE CONTRACTOR. 1. 2. 3. 4. 5. 6. r0 CONSTRUCTION NOTIES EXISTING CONTROLLER TO REMAIN. THE CONTRACTOR SHALL FURNISH AND INSTALL NEW SIGNAL EQUIPMENT AS SHOWN. MODIFICATION OF THE SIGNAL MOUNTINGS ON THE HEADS WILL BE REQUIRED. REMOVE OLD FOUNDATIONS COMPLETE. FURNISH AND INSTALL 16 NEW DETECTOR LOOPS AS SHOWN IN PHASE 1. FURNISH AND INSTALL 3 NEW DETECTOR LOOPS AS SHOWN IN PHASE 3. REPLACE ALL PEDESTRIAN BUTTONS AND ASSEMBLIES WITH ADA APPROVED EQUIPMENT PER STANDARD PLAN ES-5C. BUTTON HEIGHT TO BE 1 METER PER STANDARD PLAN ES-7A. FURNISH AND INSTALL PEDESTRIAN BARRICADES, TYPE 1 PER STANDARD PLAN ES-7P COMPLETE WITH 2 EACH R49 SIGNS PER BARRICADE. (BACK TO BACK) FURNISH AND INSTALL OPTICOM EMERGENCY VEHICLE PREEMPT 3M MODEL 722 DETECTOR, 3M MODEL 760 RACK AND 3M MODEL 138 CABLE FROM DETECTOR TO THE CONTROLLER. DETECTOR MOUNTING PER DETAIL ON THIS SHEET. N N '-.__ MODEL 722 ~ OPTICAL DETECTOR PHASIE DIAGIRArJI ¢1 ¢2 ¢3 -- { - ¢5 ¢6 ¢7 ¢4 ~1+1 - ¢8 SPECIAL ◊ BOLT rc!J,,J--:;:~~ SET SCREWS DRILL & TAP 5/8" HOLE IN MAST ARM '-STRAP/CLAMP IEV!P IOIETIECTOIR MOUNTING DIET AIL AFA File: 457.006 BALPALM.DWG 11: 05 AM 07 /23/01 •••• so: ...... ...... ·S······ .... . _._,s, " ~ 1', <, § JOE E. FOUST ~ No. 20258 E,p. 9-30-01 CIVIL l?OLIE SCNIEIDULIE POLE DATA SIGNAL H.P. SOD. VAP. SIGNAL MOUNTING PED.PUSH BUTTON POLE LOCATION NO. TYPE G) 15 @ 1-A(R) (Pl G) 19-2-70CRl @ BPB POST(R) (Pl @ 15(R) ® 17-3-70 (J) 1A(R) (N) • NEW EQUIPMENT HEIGHT M. A. M.A. WATTS VEH. M.A. PED. TYPE PHASE QUAD "A" 30' -12· 200 SV-1-T(Nl ------5' 10' -- -TV-1-T{N) -SP-1-cs(N) - - -10' 30' 25' 12'(RJ 200CR) SV-1-T(N) MAS-5A{N) SP-1-cs(N) - --2' 3' 10· ------B(N) 4 E 2.5' 30' -12'(R) 200CR) SV-1-T(N) -2 SP-1-CS(Nl B{N) 4P w 7' 30' 20· 12' 200 SV-1-T(N) MAS(N) SP-1-CS(N) B{N) 4P w -3' 10' ---TV-1-T{N) -SP-1-cs(Nl B(N) 6P N -3' (R) • RELOCATE (P) • POTHOLE MAST ARM POLE LOCATIONS PRIOR TO ORDERING POLES POTHOLING SHALL BE PREFORMED TO THE PROPOSED POLE FOUNDATION'S FULL DEPTH AND WIDTH. THESE LOOPS TO BE INSTALLED AFTER PHASE 1 AND AGAIN AFTER PHASE 3. ,, , ' ,, " 1 , , -04 ,, I ,, " " -✓•• " ,, ,, ,, ,, ,, EX. ASPHAL ,,,...,✓ " DRIVEWAY ;,' ' I I ./ / "8" 2.5' 2.5 10' 2.5 2.5 9' 2.5 t " IBAILIBOb\ 2 R96 SIGNS /@ :" I~-' __ EX. STREET LIGHT CONDUI~ _ ~~2P __ $----" IBIL 'YID EX. STREET LIGHT CONDUIT · ······NEW···p··E·D· E •• S.·TRWIA·N· ···BA---'y--RRICAD·E---=-]»-' ----r --~ --· r -1 •••••• • • .,.,,,,,._ 2-...,;;;;<,.--:... • ···•· · •·•• ····• --~61 · : TYPE 1 TYPICAL , (: '. ·1 -·--·-·-·-·----·--· ILLUMINATED SIGN MESSAGE - - Palm St. - - Parking & Pier Balboa Ferry - SCALE: 1 "=20' "' ·W··················· N ....... ~~··· ........ , ... . t/C\V tolJJ)LJr/' 1::.v,.· 125' TO ·.cwAtK ............... . --- ' <.O --------i ................. ···I······ . .. ...... ..... , ... , 2 i • -----------------------;a.a--~----------',------4~~~¥'=-== -------------------------~ 7 I -• ~---------------------- ' I ' I , 0 - . . , ........ ,....,..,,' . ........... ••• ·····1'-'¢5··· ···--·o ...... ..-:-: . 0 .:so .:.: . ·S······ ······ ······ ..... N N ¢2 & ¢5 -DETAIL B ~ .... .,,." .......... .. _,,....,. ____ _ , • • Ill • ·"f····· ·· ................ ··· ·· .... · · · ............ ···· . .... ... .. ..... ' -----¢6~ ' ~ ® . < , V Ol N "' N ---,. ¢4 _, -----------r --------- !--.. ----------------------,.~ -=== --r---.... , - - - - - - - - - - - - - - TO CONTROLLER BALBOA/MAIN Underground Service Alert Call: TOLL FREE 1-800 422-4133 TWO WORKING OAYS BEFORE YOU DIG ~ d ~ ~ I 1 ¢6P \: r; •• ,. ,, : '' ,,~•, ~~ EX. STREET LIGHT CONDUIT :~ ---),l Ii -: '1NJ (J) 4 EX. 1 1/2"C ' _; I 6 PR. #19 I.C. CABLE 3 , " 5 AND 1 DLC , -l ! ! EXISTING TYPE 3R BOX ~ J 11 ~ I r+.--1 1/2"C, 3 #8 , ,I FROM EDISON VAULT t t ! ! TO SERVICE I I I 18.8' 12.6' DETAIL A I' r• I EXISTING 1 1 /2"C WITH PULLROPE FOR PHONE , SERVICE BETWEEN CABINET [~ ! I AND PULLBOX ' E • 11 ' 15.6' 7.8' 15.8 8' 'I G I 1(EXISTING) <.:!_ y ¢5 <.!L G DETAIL 1B 12" ® ¢2 12" 0 ¢2 12" ® MAST ARM 12" (B YELLOW ¢5 1211 (B GREEN CONDUCTOIR SCHEDULIEINI (_') RUN NUMBER 5 CIRCUIT & ffi & & 6 <( ¢2 3 3 - -3 ¢4 --3 -6 ¢5 2 2 2 -4 ¢6 -3 -3 6 2P 2 2 - -2 4P -2 - -4 6P --2 2 4 #14 4PPB -2 -2 4 4BPB (BICYCLES) 1 1 - -1 PPB & BPB COMMON 1 1 1 1 2 ISNS 2 2 -2 2 SPARES 3 3 3 3 6 TOTAL 14 21 11 13 44 SIGNAL & SIGN COM. 1 1 1 1 2 #10 LUMINAIRES 2 2 2 ·2 4 TOTAL 3 3 3 3 6 1-¢2 -- - - - LOOP 2-¢2 -1 - -1 DET 1-¢4 1 1 - -1 CABLE 1-¢5 -1 --1 2#12 1-¢6 --1 -1 2-¢6 --1 -1 TOTAL 1 1 1 4 5 I.C. CABLE (6 PR. #19)(P) -- -1 1 OPTICOM MODEL 138 CABLE 1 1 - -2 CONDUIT SIZE (EXISTING) 2" 2" 2" 3" 2-2" ALL CONDUCTORS SHALL BE NEW EXCEPT I.C. CABLE (P) = PROTECT IN PLACE INSTALL CONDUCTORS IN EXISTING CONDUIT AS REQUIRED TO PROVIDE OPERATION. SENSOR T AIBLE SENSOR CHANNEL DETECTOR OPTION 1 1-¢2 EXTENSION 1 2 2-¢2 NORMAL 3 1-¢4 NORMAL 4 1-¢5(N) DELAY 2 1 1-¢6 EXTENSION 2 2-¢6 NORMAL (N) = NEW \11 , EXISTING SENSOR UNIT -;/~ CITY OF NEWPORT BEACH f!!!!!!!!J ~!JUS T/111-FOUS T ASSOC/A TE~ /11/C. t-T-H-IS_P_L_A_N -IS-S1-GN_E_D_B_Y_T_H_E -C-IT_Y _O_F _N-EW_P_O_RT-BE_A_C_H _F_OR----il-----'---+~-----------t---., SCALE 1" = 20' TRAFFIC SIGNAL MODIFICATION PLAN BALBOA BL VD. AND PALM ST. TRAFFIC ENC/NEER/NC ANO TRANSPORTATION PL ANN/NC CONCEPT AND ADHERENCE TO THE CITY STANDARDS AND STIN AVENUE SANTA ANA, CALIFORNIA 92705_7827 REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSU PTIONS AND ACCURACY. 1 667-0496 FAX (714) 667-7952 ----c~,;;..,q:_,J/2-=c-;:c:=~=;;-;:-=c--::c;--DATE: 7-;?7-0/ JO E. F U T, RCE 20258 EXPIRE 9-30-01 APPROVED ~45 R.E. NO. DATE BY DESCRIPTION DESIGNED JA DRAWN JA APP.D l-------t-----1 1----'-----'-------------~----,cHECKED DATE REVISIONS RS CITY OF NEWPORT BEACH R-5763-s PUBLIC WORKS DEPARTMENT SHEET 49 OF 96 I .1 GIENIEIRAL NOTES 1. ALL WORK, MATERIAL AND EQUIPMENT SHALL CONFORM TO THE STATE STANDARD PLANS AND SPECIFICATIONS DA TED 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 MULTISONICS 820A CONTROLLER ASSEMBLY IN A TYPE "p" CABINET WITH DETECTION AS SHOWN, VEHICLE COUNTING SYSTEM AND MISCELLANEOUS AUXILLIARY EQUIPMENT, BICYCLE TIMING LOGIC TO BE REUSED. 5. ALL THREADED CONNECTIONS SHALL HAVE ANTI-SEIZE COMPOUND. 6. SEE SHEETS 38 & 39 FOR STRIPING PLAN. 7. ALL VEHICLE DESIGNATIONS SHALL BE 12-inch AND RED INDICATIONS SHALL BE LED'S. 8. PEDESTRIAN INDICATIONS SHALL BE TYPE "C" AND POLYCARBONATE. ALL SIGNAL HEADS SHALL BE POL YCARBONA TE(PLASTIC) TYPE. NO. G) (1) @ @ @ POLE DATA SIGNAL TYPE HEIGHT M. A. 17S 28'-6" 20' 1A 10' - 17S 30' 20' BPB POST 4'-7" - 1A 10' - POLIE SCHIEDULIE H.P. SOD. YAP. SIGNAL MOUNTING PED.PUSH BUTTON M.A. WATTS VEH. M.A. PED. TYPE PHASE QUAD 12' 250 SV-2-T(N) MAS(N) SP-2-T(N) B(N) 2P,3P S&E --TV-2-T(N) -SP-2-T(N) B(N) 2P,3P S&W 12· 250 Sl/-1-TCNJ IMAS--5A(N) SP-2-T(N) B(N) 3P,6P W&N - - - - - B(N) 1>4 w --TV-1-T(N) -SP-2-T(N) B(N) 3P,6P E&N CONDUCTOIR SCMIEDULIE POLE LOCATION ILLUMINATED SIGN (.'.) RUN NUMBER "A" "B" MESSAGE EXIST EXIST Main St. 3: CIRCUIT & & & & & <( ¢1 2 2 2 4 4 EXIST EXIST - ¢2 -3 -3 3 EXIST EXIST Main St. ¢4 3 3 -3 3 EXIST EXIST -(1)6 3 3 3 6 6 EXIST EXIST -2P 2 2 -2 2 3P 2 2 2 4 4 6P --2 4 4 #14 2PPB 1 1 -1 1 3PPB 1 1 1 2 2 -- 9. 10. ALL SALVAGED MATERIAL AND EQUIPMENT SHALL BECOME THE PROPERTY OF THE CONTRACTOR. PHASE 1 PHASE I g -4BPB (BICYCLES) 1 1 1 1. 2. 3. 4. CONSTRUCTION NOTE FURNISH AND INSTALL NEW TYPE E LOOPS AS SHOWN. (SEVENTEEN) CONNECT TO EXISTING DLC'S. 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. EXTEND LIMIT LINE LOOPS 1' INTO CROSSWALKS. THE CONTRACTOR SHALL FURNISH AND INSTALL 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 STANDARD PLAN ES-7A. 1-¢6 IBAIL.ISOA "' 0 130' TO B.C.R. ,, >-," I ).... I I [/ LJ.J I <1 0/ I r I I "' I I I I D -o --0 - = D -I -0 I --D - SCALE: 1 "= 20' PHASE 3 !811.. V'[O) ____ R/W 1-¢2 w SEE DETAIL A o .---------=-l{"} -, I • I I O I ,. ___________ ., ,:.r----, "\\I 1--T------------T-----; ~----' 6PPB - - 1 2 2 PPB & BPB COMMON 1 1 1 2 2 ISNS 1 1 1 2 2 SPARES 3 3 3 6 6 TOTAL 19 22 17 42 42 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-¢2 1 1 -1 1 DET 1-¢4 - - - - 1 CABLE 1-¢6 -- - 1 1 4#18 2-¢6 - - -1 1 TOTAL 1 1 1 4 5 I.C. CABLE (6 PR. # 19) ---1 1 CONDUIT SIZE (EXISTING) 2'' 2" 2" 3• 2-2" PHASE 1 PHASE 2 ~=---=!::t:::::=~t, ~:;;:;~E~Xl~ST;;;. ~1 "~C ;::;1 ;=:D~L_C_~---.._~, ;;:.;_ ~:;;:;~;:;,;::;_;:;;::;:::; -=::-~~~- 3 ~,s; ~ ~S ~' ~ 1. I.C. CABLE TO PALM ST. ~ '-"'~ -; ~----~Ex1sr.~:z1-0Lc------~---\+----__ --i --------PHASE -'=i,~=j,,,,~~··-~ =••=11111:1t\c::111=s11-=sum11=:11m11=••=••=r11111:111c:111C1IICIIIIC:IIIC:Hl=••=••=••=••c:::111c::111c:111=••=••=••1::111cr111:1:211c:111c:111c:111e:111c:111c::111-.:::r11c:111ic:::::111c:111i:=:11 1 t = : 1 r I PHASE 2 PHASE DIAGRA~JJ ¢1 ¢2 ¢3 ¢4 ' ' T _) ◄-----► I I I I I I I I I I ' ' ◄-----► ◄-----► ◄-----► ¢5 ¢6 ¢7 ¢8 CONTROLLER SHALL REST IN ¢2/(1)6 "DON'T WALK" DURING NON-COORDINATED OPERATION. AFA File, 457.006 BALMAIN.DWG 11,39 AM 07/23/01 Underground Service Alert Call: TOLL FREE 1-800 422-4133 11',\) WORKING DAYS BEFORE YOU DIG JOE E. FOUST 20258 No,-==--J E,p. 9-30-01 CIVIL I I (: 1 ¢4 Ir r.r1 I i I I I I I >-: I ~ I ~ \ I 1 , 1 I I I V) I w I I 6 0 I I EXIST. SERVICE --<1 12.25 12.75' 12'2 ' I CONDUIT & CONDUCTORS\•=~c"-"'~c....i---="'-r---=t=i---r----TO REMAIN I I .. ---.J ' EXIST. EDISON CO. SERVICE POINT I I I ,-\ t I ._., I I I I I L ____ J l I l DIETAIL A MAST ARM ¢1 G DETAIL B PROGRArJlrJIED VISIBILITY 12" ® 12" 0 12" ® 12" (B YELLOW 12" ~ GREEN '-~---' W1 SENSOR T /AIBLIE SENSOR CHANNEL DETECTOR OPTION 1 1-¢1 DELAY 2 1-¢2 EXTENSION 1 3 2-¢2 NORMAL 4 1-¢4 NORMAL 1 1-¢6 EXTENSION 2(N) 2 2-¢6 NORMAL ;J~ CITY OF NEWPORT BEACH o/J CT.A us TIIII-FOUS T A $SOCIA TE~ II/IC. l-T-H-IS_P_L-AN-IS....:.:.SIG..:.N..:.E_D .:.B.:...Y_T~HE.:..:.Cl:.:..TY....:.:.OF.:.:..NE....:W:.:P:.:OR..:.T::.B:...:E_A_CH-FO_R __ ,--t--r-t----------7 -1 TRAFFIC ENGINEER/NO ANO TRANSPORTATION PL ANNINO CONCEPT AND ADHERENCE TO THE CITY STANDARDS AND SCALE 1" = 20' TRAFFIC SIGNAL MODIFICATION PLAN BALBOA BL VD. AND MAIN ST. USTIN AVENUE SANTA ANA, CALIFORNIA 9 2705-7827 REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSU TIONS AND ACCURACY. 1 ) 667-0496 FAX (714) 667-7952 _/4/t).~~-=-=-=c-==-=~-;:--c;~:;----DA TE: 7-'27-t5 / J d).;1.045 R.E. NO. DATE BY DESCRIPTION DESIGNED JA DRA'M-l JA APP'D 1-------lf------l l----'----'-------------~----1CHECKED DATE REVISIONS RS CITY OF NEWPORT BEACH R-5763-S PUBLIC WORKS DEPARTMENT SHEET so or 96 l==--=-===~-~-==~L.i·.;.r~==--=--=========:::;-; ~i',;:::::=! --~.J,, •• .. . . 26 -+- "' l() I-w w I U) D D w w U) w -z :::J I u I-<( :a; 3 ---1----+---~---- 1 AF A FHec 457.006 UGHTS-P1 A.DWG 11 c 29 AM 07 /27 /01 3 12+00 1 ·c-±--· 1 3 ---- 5 C 7 • • I • • 4 TYP BREAK LINE SEE SHEET 53 LEGEND CJ LJ t:l I I a &:;=,1--ti-=-===+:U;l-1 ~--==.::.-==::..:=-=-=-=-=-=--=-=~~•:"-:==:..::..::..===:..::..::..====.======LL!~=========:~_--~---I-I (Q) [l= Q---o-0 Q-o-0 NEW PULL BOX SEE CONSTRUCTION NOTES 00 EXISTING PULL BOX SEE CONSTRUCTION NOTES 0 NEW POLE AND TOP MOUNTED LUMINAIRE SEE CONSTRUCTION NOTES 0 ® 0 NEW POLE AND MAST ARM LUMINAIRE(S), SEE CONSTRUCTION NOTES 00 ~ & = ~ 00 ~ ~ INSTALi. BO SERVICE C0,,4 v,,,, SEPARATE P ./ -~ • • ' ' 3 1 4 • • \ •• ' • • • I I 4 ,___,, 2 a 2 I • : I • • : I I • JOE E. FOUS No. 20258 Exp. 9-30- CIVIL OF Cl>.\. I I • I 11 I GJ EXISTING POLE AND MAST ARM LUMINAIRE(S), SEE CONSTRUCTION NOTES 0 / a [l= __ / 00 I I ·-----., _______ ,.J __ .,. ~-\ ~ r 14+00 I --I-~ ~ r---~.----11 A 3 f----- 0 0 + 3 "' ',. I ,q (;,.,/ EXISTING POLE AND TOP MOUNTED LUMINAIRE SEE CONSTRUCTION NOTE 0 IESP! EXISTING SER.VICE POINT AND CABINET iNSCj NEW SERVICE CABINET 0 NEW 1-1/4" PVC CONDUIT, SEE CONSTRUCTION NOTE EXISTING 1-1/4" PVC CONDUIT, SEE CONSTRUCTION NOTES STREET LIGHT NUMBER 00 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 0 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" & "8"-PURPLE & ORANGE, l>c", "o" & °F" -RED & BLACK, "E" & "G" -BLUE AND YELLOW. @ EXISTING 1-1/4" CONDUIT WITH 2-#6 INSULATED SlRANDED COPPER CONDUCTORS AND 2-#8 INSULATED STRANDED COPPER CONDUCTORS AND 1-#8 SOLID COPPER CONDUCTOR. SPLICE INTO THE 2-#8 WIRES FOR CIRCUIT "B" LIGHTS WITH PURPLE & ORANGE #8 WIRES. THE #6 WIRES SHALL BE PROTECTED IN PLACE FOR CIRCUIT "F" USE DURING PHASE 2. 0 FURNISH AND INSTALL #3 1/2F CONCRETE PULL BOX PER CNS STD-204-L AND STD-205-L. WHERE 5 OR tifORE 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 FURNISH AND INSTALL #3 1/2(T) TRAFFIC BEARING CONCRETE PULL BOX WITH ARMORCAST(A6001922SMT, W/"ELECTRIC") COMPOSITE TRAFFIC LID PER CNS STD-204-L AND STD-205-L. fAI PROTECT IN PLACE ALL EXISTING LIGHTING POLES, CONDUIT 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) WITH CONTRACTOR FURNISHED AND INSTALLED 50 WA TT, 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 CNS STD-202-L-B. INSTALL AT A LOCATION APPROVED BY THE CITY'S REPRESENTATIVE . 0 FURNISH AND INSTALL 14' CONCRETE STANDARD (AMERON-AEGEAN 21CT13513) WITH CONTRACTOR FURNISHED AND INSTALLED 100 WATT, 240 VOLT H.P.S. TYPE II PRISM A TIC 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. G) FURNISH AND INSTALL 26' CONCRETE STANDARD WITH DUAL BRACKET ARMS PER CNB STD-201-L. WITH CONTRACTOR FURNISHED AND INSTALLED 200 WA TT, 240 VOLT H.P.S. CUTOFF LUMINAIRE WITH ENCLOSED REGULATOR TYPE BALLAST PHOTO ELECTRIC CELL RECEPTACLE, CHARCOAL FILTERED OPTICAL ASSEMBLY, AND TYPE III DISTRIBUTION. FURNISH AND INSTALL DOUBLE FUSE HOLDER W/5 AMP FUSES IN ADJACENT PULL BOX. EACH LUMINAIRE WILL HAVE ITS 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 LUMINAIRE FROM THE OTHER LUMINAIRE. INSTALL ON A 3' RAISED FOUNDATION AT A LOCATION APPROVED BY THE CITY'S REPRESENTATIVE. SEE DETAIL "c" SHEET 62. © FURNISH AND INSTALL 26' CONCRETE STANDARD WITH SINGLE BRACKET ARM PER CNS ST0-201-L. WITH CONTRACTOR FURNISHED ANb INSTALLED 200 WATT, 240 VOLT H.P.S. CUTOFF LUMINAIRE WITH ENCLOSED REGULATOR TYPE BALLAST PHOTO ELEClRIC CELL RECEPTACLE, CHARCOAL FILTERED OPTICAL ASSEMBLY, AND, TYPE 111 DISTRIBUTION. FURNISH AND INSTALL DOUBLE FUSE HOLDER W/5 AMP FUSES IN ADJACENT PULL BOX. INSTALL ON A 3' RAISED FOUNDATION AT A LOCATION APPROVED BY THE CITY'S REPRESENTATIVE. SEE DETAIL "C" SHEET 62. 0 FURNISH AND INSTALL 10' CONCRETE STANDARD (AMERON-DELPHI 22CT10513) WITH CONTRACTOR FURNISHED ANDiNSTALLED 50 WATT, 240 VOLT H.P.S. TYPE II PRISMATIC ACORN LUMINAIRE W/PH TO' ELECTRIC CELL, AND ENCLOSED BALLAST. FURNISH AND INSTALL DOUBLE FUS 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 REPRESENTATIVE TO AVOID CONFLICT WITH UNDERGROUND UTILITIES. @ INSTALL NEW PULL BOX IN EXISTING CONDUIT RUN. SPLICE INTO EXISTING CONDUCTORS AFTER NEW LIGHTS ARE TURNED ON FOR EXISTING LIGHTING EAST OF PULL BOX. REMOVE CONDUCTORS AND ABANDONED CONDUIT WEST OF PULL BOX. I<?\ INSTALL ACI-ETP SERIES TICKET DISPENSER (MODEL ETP-10/20) AND AGP-1700 PARKING GATE \.'.:::.! COMPLETE SYSTEM WITH CONTROL PROVIDED TO EXISTING GUARD HOUSE . @ FURNISH AND INSTALL 26' CONCRETE STANDARD WITH DUAL BRACKET ARMS PER CNB STD-201-L. WITH CONTRACTOR FURNISHED AND INSTALLED 200 WA TT, 240 VOLT H.P.S. CUTOFF LUMINAIRE WITH ENCLOSED REGULATOR TYPE BALLAST PHOTO ELECTRIC CELL RECEPTACLE, CHARCOAL FILTERED OPTICAL ASSEMBLY, AND TYPE III DISTRIBUTION. FURNISH AND INSTALL DOUBLE FUSE HOLDER W/5 AMP FUSES IN ADJACENT PULL BOX. EACH LUMINAIRE WILL HAVE ITS 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 LUMINAIRE FROM THE OTHER LUMINAIRE. INSTALL AT A LOCATION APPROVED BY THE CITY'S REPRESENTATIVE. @ FURNISH AND INSTALL 1 1 /2" PVC CONDUIT, MIN. DEPTH OF 18", W/ 2-#8 INSULATED SlRANDED COPPER CONDUCTORS AND 1-#8 SOLID COPPER CONDUCTOR FOR 115 VAC POWER TO THE GATE SYSTEM. ~ FURNISH AND INSTALL 1 1/2" PVC CONDUIT, MIN. DEPTH OF 18", WITH PULL WIRE FOR LOW VOLTAGE V COMMUNICATION OR CONTROL CABLE TO BE INSTALLED WITH NOTE 16. @ REMOVE AND SALVAGE EXISTING SERVICE CABINET. FURNISH AND INSTALL NEW SERVICE CABINET (MYERS PROD. # MEUG32X-M100/M100) WITH DUAL SERVICE METERS, 24 CIRCUIT BREAKERS(SINGLE AND DOUBLE), BEACH FLOODS TWIST-TIMER, INTERNAL TIME CLOCK, AND A EXTERNAL LOCKABLE STAINLESS-STEEL ENCLOSURE, ON THE EXISTING FOUNDATION. ALL EQUIPMENT SHALL BE NEW, DUPLICATING EXIST. EQUIPMENT. FURNISH AND INSTALL ALL NEW CONDUCTORS FROM PULL BOX TO CABINET. @ FURNISH AND INSTALL 1" PVC SCHEDULE 40 CONDUIT, MIN. DEPTH OF 18", W/ 2-#8 INSULATED STRANDED COPPER CONDUCTORS AND 1-#8 SOLID COPPER CONDUCTOR. CONDUIT SHALL BE INSTALLED FROM EXISTING SERVICE POINT TO NEW IRRIGATION CONTROLLER. 0.7' FURNISH AND INSTALL #3 1/2F CONCRETE PULL BOX PER CNS STD-204-L AND STD-205-L. 'c.!_l PULL BOXES SHALL BE INSTALLED AT A MINIMUM OF 200' ON CONDUIT RUNS AND AS SHOWN. SEPARATE PULL BOXES SHALL BE USED FOR IRRIGATION SERVICE AND STREET LIGHTING CONDUITS. ~// CITY OF NEWPORT BEACH SCALE CJl AUS T/11/•FOUS T ASSOC/A TES, II/IC. r-T-H-IS_P_L-AN-IS_S_IG-N-ED_B_Y_T_HE-CI-TY-OF-NE_W_P_OR_T_B_E_A-CH-FO-R---11-------+--+-----------+--l 1" = 20' BALBOA VILLAGE TRAFFIC £NGINE'E:RING ANO TRANSPORTATION PLANNING CONCEPT AND ADHERENCE TO THE CITY STANDARDS AND NUE SANTA ANA, CALIFORNIA 92705-7827 REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR -0496 FAX (714) 667-7952 DESIGN ASS PTIONS AND ACCURACY. DESIGNED JA DRAWN JA --;::~S8S-Sb-=;c;;-;=,,,,-,,-c;.,,-,,,.--DATE: 7-2 7-ol CE 20258 EXPIRE 9-30-01 APPROVED R.E. NO. ~ • / DATE BY DESCRIPTION APP'D 1------+------l -",B<='..11-'IO,:_I,..__ ~-_J_ __ L__ _____________ .,___~CHECKED DATE A~ REVl~~S PHASE 1 STREET LIGHTING PLAN CITY OF NEWPORT BEACH R-5763-s PUBLIC WORKS DEPARTMENT SHEET51 OF 96 a !l= ifg n -?Jjf r( ~ ~~ ~ ~ (a} ~ C +------.. . /,, ' ' ,y 8 2 A 8 /! ~ "' f' .. . ' , ' ¾ f' .. . ;. ' - 2 9 C 8 AFA FHe: 457.006 UGHTS-P18.DWG 1, 47 PM 07 /27 /01 , , .. . . 0 .. .. 1 .. ------ 1 sc cs.,___ , , , / , , 3 3 4 A 7 3 JOE E. FOUST No. 20258 Exp. 9-30-01 CIVIL .. . . . - -- I I \ ' ' \ . -. r ' ; ' "--".¾ ~ /'-A -- ff~ "'# --. . . \ ; ' I "' ,y /, ' ' J . . .. /,, "" --/'-A ;_ 1 -- ;_ b- • • I -----I: ------1 I • • ----I I , , n u ["'7 ,, I ) D !l= 00 ~ ~ ~ @:i ~ r·~r O:'. w __J __J 0 ~ 15 u zro ;_ 2~ <( 1- 0 w ii'. w 0c: I -U) 3:w WW U) ::_,;_;~(__ -- ;_ 1 3 ['J ['] --El INSTALL BOTH STREET LIGHTING AND IRRIGATION SERVICE CONDUIT ADJACENT TO EACH OTIHER WITH SEPARATE PULL BOXES FOR EACH CONDUIT. --~ ~ . . .. . . 27 11+00 1 -- u ,,,. __ -===--~-----:-------·- !) u 1 1 4 3 1 3r---sc:::---+---- . 1 ~ "' I-w w I U) w w U) w z __J I u I- <( ::;; LEGEND C NEW PULL BOX SEE CONSTRUCTION NOTES 00 C:l EXISTING PULL BOX SEE CONSTRUCTION NOTES 0 a NEW POLE ANO TOP MOUNTED LUMINAIRE SEE CONSTRUCTION NOTES ® © 0 Q-o--0 NEW POLE AND MAST ARM LUMINAIRE(S), SEE CONSTRUCTION NOTES 00 D-<>---D EXISTING POLE AND MAST ARM LUMINAIRE(S), SEE CONSTRUCTION NOTES 0 EXISTING POLE AND TOP MOUNTED LUMINAIRE SEE CONSTRUCTION NOTE 0 !ESPI EXISTING SERVICE POINT AND CABINET NEW 1-1/4" PVC CONDUIT, SEE CONSTRUCTION NOTE G) EXISTING 1-1/4" PVC CONDUIT, SEE CONSTRUCTION NOTES ® © 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 G) FURNISH AND INSTALL 1-1/4" PVC CONDUIT, MIN. DEPTH OF 18", W/ 2-/18 INSULATED STRANDED COPPER CONDUCTORS AND 1-/18 SOLID COPPER CONDUCTOR WITH THE FOLLOWING COLORS PER CIRCUIT. "A" & "8"-PURPLE & ORANGE, "c", "O" & "F" -RED & BLACK, "E" & "G" -BLUE AND YELLOW. 0 FURNISH ANO INSTALL /13 1/2F CONCRETE PULL BOX PER CNB STD-204-L AND ST0-205-L. WHERE 5 OR MORE CONDUITS TERMINATE IN A PULL BOX, A /15F CONCRETE PULL BOX SHALL BE INSTALLED. INSTALL AT A LOCATION APPROVED BY THE CITY'S REPRESENTATIVE . 0 FURNISH ANO INSTALL /13 1/2(T) TRAFFIC BEARING CONCRETE PULL BOX WITH ARMORCAST(A6001922SMT, W/"ELECTRIC") COMPOSITE TRAFFIC LIO PER CNB STD-204-L AND STD-205-L. r,,'\ PROTECT IN PLACE ALL EXISTING LIGHTING POLES, CONDUIT AND PULL BOXES. ANY REMOVALS V ANO ABANDONMENT'S SHALL BE AFTER ACTIVATION OF NEW LIGHTING SYSTEMS. 0 FURNISH ANO INSTALL 26' CONCRETE STANDARD WITIH DUAL BRACKET ARMS PER CNB ST0-201-L. WITIH CONTRACTOR FURNISHED AND INSTALLED 200 WATT, 240 VOLT H.P.S. CUTOFF LUMINAIRE WITH ENCLOSED REGULATOR TYPE BALLAST PHOTO ELECTRIC CELL RECEPTACLE, CHARCOAL FILTERED OPTICAL ASSEMBLY, ANO TYPE Ill DISTRIBUTION. FURNISH ANO INSTALL DOUBLE FUSE HOLDER W/5 AMP FUSES IN ADJACENT PULL BOX. EACH LUMINAIRE WILL HAVE ITS OWN DOUBLE FUSE HOLDER AND WIRE PAIRS UP THE POLE. TAPE SHALL BE USED ON THE CONDUCTORS AND ON EACH SIDE OF TIHE FUSE HOLDERS TO DISTINGUISH ONE LUMINAIRE FROM THE OTHER LUMINAIRE. INSTALL ON A 3' RAISED FOUNDATION AT A LOCATION APPROVED BY THE CITY'S REPRESENTATIVE. SEE DETAIL "C" SHEET 62. © FURNISH AND INSTALL 26' CONCRETE STANDARD WITIH SINGLE BRACKET ARM PER CNB STD-201-L. WITH CONTRACTOR FURNISHED AND INSTALLED 200 WATT, 240 VOLT H.P.S. CUTOFF LUMINAIRE WITIH ENCLOSED REGULATOR TYPE BALLAST PHOTO ELECTIRIC CELL RECEPTACLE, CHARCOAL FILTERED OPTICAL ASSEMBLY, AND TYPE Ill DISTRIBUTION. FURNISH AND INSTALL DOUBLE FUSE HOLDER W/5 AMP FUSES IN ADJACENT PULL BOX. INSTALL ON A 3' RAISED FOUNDATION AT A LOCATION APPROVED BY TIHE CITY'S REPRESENTATIVE. SEE DETAIL "C" SHEET 62. ® INSTALL ALL NEW FOUNDATIONS AT A LOCATION DIRECTED BY THE CITY'S REPRESENTATIVE TO AVOID CONFLICT WITH UNDERGROUND UTILITIES. @ FURNISH AND INSTALL 26' CONCRETE STANDARD WITH DUAL BRACKET ARMS PER CNB STD-201-L. WITIH CONTRACTOR FURNISHED AND INSTALLED 200 WATT, 240 VOLT H.P.S. CUTOFF LUMINAIRE WITH ENCLOSED REGULATOR TYPE BALLAST PHOTO ELECTRIC CELL RECEPTACLE, CHARCOAL FIL TEREO OPTICAL ASSEMBLY, AND TYPE Ill DISTRIBUTION. FURNISH AND INSTALL DOUBLE FUSE HOLDER W/5 AMP FUSES IN ADJACENT PULL BOX. EACH LUMINAIRE WILL HAVE ITS 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 LUMINAIRE FROM THE OTHER LUMINAIRE. INSTALL AT A LOCATION APPROVED BY THE CITY'S REPRESENTATIVE. @ FURNISH AND INSTALL 1" PVC SCHEDULE 40 CONDUIT, MIN. DEPTH OF 18", W/ 2-/18 INSULATED STRANDED COPPER CONDUCTORS AND 1-/18 SOLID COPPER CONDUCTOR. CONDUIT SHALL BE INSTALLED FROM EXISTING SERVICE POINT TO NEW IRRIGATION CONTROLLER. fn\ FURNISH AND INSTALL #3 1/2F CONCRETE PULL BOX PER CNB STD-204-L AND STD-205-L. \c:.:.J PULL BOXES SHALL BE INSTALLED AT A MINIMUM OF 200' ON CONDUIT RUNS AND AS SHOWN. SEPARATE PULL BOXES SHALL BE USED FOR IRRIGATION SERVICE AND STREET LIGHTING CONDUITS. SCALE ~/ t CITY OF NEWPORT BEACH c::JL AUS T/111-FOUS T ASSOC/A TE~ 111/C. 1-T-H-1s-P-LA_N_1s_s_1G_N_ED_B_Y _T-HE-c1-TY-0F-NE_W_P_OR_T_B_E_A_CH-FO_R_--1,___---+--+-------------+------< 1" = 20' BALBOA VILLAGE r RAFF IC EN 6' IN££ RI N 6' ANO TRANS PO R TA TI o N PLAN NIN 6' CONCEPT AND ADHERENCE TO THE CITY STANDARDS AND A ENUE SANTA ANA, CALIFORNIA 92705-7827 REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR 7-0496 FAX (714) 667-7952 DESIGN ASSUMPTIONS AND ACCURACY. ---,~*~cGC\b~-==c:-,=-::-:=-.,,...-,=-~-DA TE: 7',? 7 -o / APPROVEn Q'l.t1,11l,M~ .,IA04s ~AFFICENGINEER R.E. NO. DATE BY DESCRIPTION DESIGNED DRAWN JA JA APP'D CHECKED DATE REVISIONS PHASE 1 STREET LIGHTING PLAN CITY OF NEWPORT BEACH R-5763-S PUBLIC WORKS DEPARTMENT SHEET52 OF 96 I • I ~ .. ~~ ~ .. -<t ..L "' _J >--w w I 1/) w w 1/) w z ::; I 0 T •• L >--<( ::. ____,....,..,___- AFA FHe, 457.006 LIGHTS-PlC.DWG 9,00 AM 07/23/01 1,s,:.:---------tt\ Mlt-1fft S~\/lct. (') -c",o,< CA'11" l"Z..) WA.5\-1, S"i", ('(.•\?.MS. EXISTING SERVICE POINT TO BE ____ ~?1 ; TEMPORARY RELOCATED BY ---'("" Mct-re,c ~--{25 OTHERS, CONTRACTOR TO INSTALL , --f------rtl' NEW SERVICE CABINET AT THIS 23>- LOCATION AS DIRECTED BY THE ENGR. /-;;0 .:,c.t<j; •; I 'S'IJrr~-t • ) < a NEW GATE VALVE/ SEE SHEET 35 1/ I I 1/ , I ~-( '' r ~~ /; }/ ·; j: I I , I I I ---------- ---------- ~ ------[_,"!------ 7 --·· ------- THIS LUMINARIE IS NOT'-...__ TO BE INSTALLED "-..._ BREAK LINE SEE SHEET 51 I I !}:::::,"' I @j) , I ?i I ~I ~)l ~A r83l ~[D) .. L ...L ·-----.. ' cl ts[] n > ( 1 ~ ..,,, t~ts .. ~ I , Ii I I I I I I I , I I , I , , rf I I , , J ~;, I I I I I I , , I ' \ \ \ \ , , I I I I , I I 4 r LEGEND [:] a Q-o-0 C NEW PULL BOX SEE CONSTRUCTION NOTES 00 EXISTING PULL BOX SEE CONSTRUCTION NOTES 0 NEW POLE AND TOP MOUNTED LUMINAIRE SEE CONSTRUCTION NOTES 000 Q-o-D 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 !ESP! 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 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 0 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"-PURPLE & ORANGE, "C", "D" & "F" -RED & BLACK, "E" & "G" -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. (7;:\ FURNISH AND INSTALL 14' CONCRETE STANDARD (AMERON-AEGEAN 21CT13513) "-::.J 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 CNS STD-202-L-B. INSTALL AT A LOCATION APPROVED BY THE CITY'S REPRESENTATIVE. 0 FURNISH AND INSTALL 14' CONCRETE STANDARD (AMERON-AEGEAN 21CT13513) WITH CONTRACTOR FURNISHED AND INSTALLED 100 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 REPRESENTATIVE TO AVOID CONFLICT WITH UNDERGROUND UTILITIES. @ FURNISH AND INSTALL 1 1/2" PVC CONDUIT, MIN. DEPTH OF 18", W/ 2 #6 INSULATED STRANDED COPPER CONDUCTORS AND 1-#6 SOLID COPPER CONDUCTOR. @ FURNISH AND INSTALL NEW SERVICE CABINET (MYERS PROD. # MEUG20X-M100/M100) WITH SINGLE METER, AND INSTALL ON PAD MOUNTING BASE (MYERS PROD. # MEUG20X-BASE) WITH 4 ANCHOR BOLTS (MYERS PROD. # 714548). SCALE JOE E. FOUST 20258 ~, t CITY OF NEWPORT BEACH CJL AUS T/111-FOUS T ASSOC/A TE~ /11/C. r-T-H-IS_P_L-AN-IS_S_IG_N_E_D _B_Y_T_HE-CI-TY-OF-NE_W_P_OR_T_B_E_A_CH-FO-R----11-----l---+------------+---l 1' BALBOA VILLAGE = 20' No.-~~-, Exp. 9-30-01 CIVIL TRAFFIC ENGINEERING ANO TRANSPORTATION Pl ANNING CONCEPT AND ADHERENCE TO THE CITY STANDARDS AND 2020 NORTH TUSTIN AVENUE SANTA ANA, CALIFORNIA 92705-7827 REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR TELEPHQJ>J.P-::v.rt-4 7-0496 FAX (714) 667-7952 DESIGN ASSU PTIONS AND ACCURACY. __ };~~~~;::=c;:--;=as,,-..,,.-=--,;-;--DA TE: 7-,??-<.> I CE 20258 EXPIRE 9-30-01 APPROVED TRAFFIC ENGINEER ;JB04s R.E. NO. DATE BY DESCRIPTION REVISIONS PHASE 1 STREET LIGHTING PLAN DESIGNED DRAWN JA JA APP'D CITY OF NEWPORT BEACH R-5763-S CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET53 OF 96 i ' .! 214' 84' 1 • v"' TERMINATE EXISTING CONDUCTORS REMOVE CONDUCTORS IN CONDUIT EAST OF PULL BOX • 1 -----+----1-TERMINATE EXISTING CONDUCTORS REMOVE CONDUCTORS IN CONDUIT EAST OF PULL BOX " F ® 00 / ~ ~ ~ (Q) ~ AFA File: 457.006 LIGHTS-P10.DWG 2:53 PM 07/13/01 1 -- --TS CJ JOE E. FOUST 20258 No _____ , -!< Exp. 9-30-01 * CIVIL ----=- CONDUIT MUST BE JACKED OR BORED UNDER THE SIDEWALK ON PALM STREET. INSTALL PULL BOX NEAR EXISTING STREET LIGHT FOR USE IN PHASE II. COORDINATE WITH INSTALLATION OF IRRIGATION CONDUIT FOR MAXIMUM PROTECTION OF EXISTING SIDEWALK AND TREES. INSTALL BOTH STREET LIGHTING AND IRRIGATION SERVICE CONDUIT ADJACENT TO EACH OTHER WITH SEPARATE PULL BOXES FOR EACH CONDUIT. -- ~ ' ' ,l ' -· ' I I ' I ' ' I ' I I CJ F 00 ~ d ~ @:, •• • • ' n------hkc:':'l'N-------12 • ---------- 1 ----- • • I 1 • • • • I 2 I • Tes.> . /I j l 11 ---j l. II--- . J 1 ---- --.... --~ J -- 12 .!:'.:!' I') U) I-w w I 11 (/) w w (/) w z :::, I 0 I- <( ,---::, LEGEND Cl NEW PULL BOX SEE CONSTRUCTION NOTES 00 c:1 EXISTING PULL BOX SEE CONSTRUCTION NOTES 0 NEW POLE AND TOP MOUNTED LUMINAIRE SEE CONSTRUCTION NOTES 0 © 0 a Q-o-Q 0-o-D 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 !ESP! 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 LIGHTING CIRCUIT DESIGNATION @ INSTALL PULL BOX IN 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-#8 INSULATED STRANDED COPPER CONDUCTORS AND 1-#8 SOLID COPPER CONDUCTOR WITH THE FOLLOWING COLORS PER CIRCUIT. "A" & "B"-PURPLE & ORANGE, "c", "D" & "F" -RED & BLACK, "E" & "G" -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. r::;'\ PROTECT IN PLACE ALL EXISTING LIGHTING POLES, CONDUIT AND PULL BOXES. ANY REMOVALS V AND ABANDONMENT'S SHALL BE AFTER ACTIVATION OF NEW LIGHTING SYSTEMS. r,;, FURNISH AND INSTALL 14' CONCRETE STANDARD (AMERON-AEGEAN 21CT13513) V WITH CONTRACTOR FURNISHED AND INSTALLED 100 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 REPRESENTATIVE TO AVOID CONFLICT WITH UNDERGROUND UTILITIES. @ REMOVE EXISTING #3 1/2F PULL BOX AND INSTALL NEW #5F PULL BOX. STUB-OUT 3(1-1/4") CONDUITS FOR PHASE II AND PHASE Ill CONSTRUCTION. FURNISH AND INSTALL ALL NEW CONDUCTORS FROM PULL BOX TO SERVICE CABINET. @ FURNISH AND INSTALL 1" PVC SCHEDULE 40 CONDUIT, MIN. DEPTH OF 18", W/ 2-#8 INSULATED STRANDED COPPER CONDUCTORS AND 1-#8 SOLID COPPER CONDUCTOR. CONDUIT SHALL BE INSTALLED FROM EXISTING SERVICE POINT TO NEW IRRIGATION CONTROLLER. ~ FURNISH AND INSTALL #3 1/2F CONCRETE PULL BOX PER CNB STD-204-L AND STD-205-L. V:.:,J PULL BOXES SHALL BE INSTALLED AT A MINIMUM OF 200' ON CONDUIT RUNS AND AS SHOWN. SEPARATE PULL BOXES SHALL BE USED FOR IRRIGATION SERVICE AND STREET LIGHTING CONDUITS. ~@= I I CITY OF NEWPORT BEACH SCALE CJL AUS T/111-FOUS T ASSOC/A TE~ 111/C. t--T-H-IS_P_L-AN-IS_S_IG_N_E_D _B_Y_T_HE-CI-TY-OF-N-EW_P_O_RT-BE_A_CH-FO-R---11----1--+-----------t---l 1" = 20' BALBOA VILLAGE TRAFFIC ENGINEERING ANO TRANSPORTA T!ON PLANNING CONCEPT AND ADHERENCE TO THE CITY STANDARDS AND A)IENUE SANTA ANA, CALIFORNIA 92705-7827 REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR 7-0496 FAX (714) 667-7952 DESIGN ASSUMPTIONS AND ACCURACY. -----,~-:;'/L:.=~±-=-==-===-::--=-:;--;-DATE: J·Z?-O/ APPROVED ~l!!:1--~ MO"fS , CE 20258 EXPIRE 9-30-01 TRAFFlCENGINEER R.E. NO. e/4/41 DATE DATE BY DESCRIPTION DESIGNED JA DRAWN JA APP'D 1-------+-------1 1---'----~---------------L---JCHECKED DATE REVISIONS PHASE 1 STREET LIGHTING PLAN CITY OF NEWPORT BEACH R-5763-s PUBLIC WORKS DEPARTMENT SHEET54 OF 96 LI 0 Cl ll= \ I I 00 00 / ~ L ~ ~ / l ~ -~ I I I J I I " ll= ------~ TYP 4 00 \ --------------wr1c8-f'.-· ---- ~~, ~ ~,' 34 B 9 2 , I , , c{ -------------/,',_ y' , ~ '\ /2 , '\ " -----Cl -----/, O-\) '\ AFA File, 457,006 UGHTS-P2A.DWG 3c 23 PM 07 /13/01 MATCH LINE SEE SHEET 59 ' 1 L . : . I 30 2 ~ B 5 I I I I t I I 2 29 B 5 ---------- I -~ • -• l - I I I I I I \ I I \ r. r I I ---------2 32 l~ B 5 @ REMOVE CONDUCTORS (SCE COORDINATE), REMOVE SERVICE CABINET, PLUG CONDUITS, AFTER 0 I ACTIVATION OF PHASE II LIGHTING (EXISTING "SERIES" (5KV) SERVICE POINT) ~ ' I ) 1 •. 11---me --------w --• .. ( ""' --/ 1,:,, ----·--t -,.. "' -I / J [/ ~ / ~ iL 6 6 ~ 6 ~ 9 ~ g [][ J; l' -"" ( l ,;::::; --'y"-,{ -----------C ,J -;:;::z->--{ ' V ~ I I I I I I I /2 " I "' " " I L -I I - L -I - I L -I ------------a --------L:(;; ✓ "' --I , - - ·l: l I I - I I • ~ 1 I I l --• -~ • - . -)__( I\ - -/ I I ~~ I I r - ~] 1 28 2 I B 5 ... 1/ - Cl I:= I • \ 00 • :::::, I 95 \ G:::i d I • ~ @,, ' I (0 I c~}-<' --------··· -----1 ~ l .,.. r;7 I ~ ~./ - , 6 6- / @D 9 -----C -a r 1 I r j \ .,,...._, > --< - ------ .. ---~ "" a-- ~ ---- ----------- -------~--- /0 -------- / ---, \ \ ~ ~~ J r;7 ~ " l26Vz ~ ---- ' L J C--~ ~ 11+00 -- c:: ,/) , (() If) 1-w w :r: (/) w w (/) w z :J :r: f::: <>: ::;; LEGEND Cl NEW PULL BOX SEE CONSTRUCTION NOTES 00 u EXISTING PULL BOX SEE CONSTRUCTION NOTES 0 a NEW POLE AND TOP MOUNTED LUMINAIRE SEE CONSTRUCTION NOTES 000 Q--o--0 NEW POLE AND MAST ARM LUMINAIRE(S), SEE CONSTRUCTION NOTES 00 Q--o--0 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 LIGHTING CIRCUIT DESIGNATION @ INSTALL PULL BOX IN EXISTING CONDUIT RUN @ INSTALL CONDUIT IN EXISTING PULL BOX @ SPLICE NEW TO EXISTING CONDUCTORS I CONSTRUCTION NOTES i 0 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"-PURPLE & ORANGE, "c", "D" & "F" -RED & BLACK, "E" & "G" -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. © 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 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 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 REPRESENTATIVE 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. :: E. FOUST ~/ I CITY OF NEWPORT BEACH SCALE c:Jl AUS Tlfll-FOUS T ASSOC/A TES, If/IC. t--T-H-IS_P_L-AN-IS_S_IG-N-ED_B_Y_T_HE-CI-TY-OF-NE_W_P_OR_T_B_E_A_CH-FO-R---lf----+--+-------------+---l 1' = 20' BALBOA VILLAGE 20258 9-30-01 * CIVIL ,.:-" 0,. lf C/>..\..\'t TRAFFIC ENC/NEERING' ANO TRANSPORTATION PLANNING' CONCEPT AND ADHERENCE TO THE CITY STANDARDS AND N VENUE SANTA ANA, CALIFORNIA 92705-7827 REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR 67-0496 FAX (714) 667-7952 DESIGN ASSUMPTIONS AND ACCURACY. ----:-;,~(f;,~Zc-:::-:::=~~--;:--c;c;c-;;::;---DATE: 7-2 7-o I APPROVED ~[!t_l~ ,i).,2045 T, RCE 20258 EXPIRE 9-30-01TRAffiCENGINEER R.E. NO. DATE BY DESCRIPTION DESIGNED JA DRAWN JA APP'D 1--------1------1 f---~-~------------~---,CHECKED DATE REVISIONS PHASE 2 STREET LIGHTING PLAN CITY OF NEWPORT BEACH R-5763-s PUBLIC WORKS DEPARTMENT SHEET55 OF 96 t Ot____,c ___ _ w w VJ w z ::J I ~-•• ~ <( ;;; r - I ' \ ,-7 L. ...I L. _, I • I IT O'----.---C I _,,-.__,Cl __ cp ---- ,-7 y ,-7 ,-7 ) V ~ ( ~ I I I t 1 . -------c I • I I --~ I t=J" u --+-----12t00 --' AFA F;le: 457.006 LIGHTS P2B.DWG 1: 12 PM 07 /17 /01 MATCH LINE SEE SHEET 59 2 L2fl3--l----+--t--rt ~ i-( B 5 I~ - - -~ ~ ,,, , [; 1) ~ V, ~~/ II' @i) ' I/ - ~ ~ -• 0 1 I I 1/ \ ----' \er - T L /-G\ ~=r--,, ., 1 '"7 \ -; 20 2 B 9 6 2 ~ 5 .__ J I, -------;., _,.,/ ,, --· I -- I ' I Cl I I .- '"7 C l~ I I I ' I MATCH LINE SEE SHEET 58 I 2 10 B 5 I Ji~~ • • • • • • I I I I 1 1 9 B 5 2 8 B 5 2 LIEGIEND Cl NEW PULL BOX SEE CONSTRUCTION NOTES 00 c:J EXISTING PULL BOX SEE CONSTRUCTION NOTES 0 a NEW POLE AND TOP MOUNTED LUMINAIRE SEE CONSTRUCTION NOTES © © 0 0-o---D NEW POLE AND MAST ARM LUMINAIRE(S), SEE CONSTRUCTION NOTES 0© 0-o---D ------ 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 I I I I \ • I ////// ------ NEW 1-1/4" PVC CONDUIT, SEE CONSTRUCTION NOTE 0 EXISTING 1-1/4" PVC CONDUIT, SEE CONSTRUCTION NOTES 0 © STREET LIGHT NUMBER / I " • " 1 I ,, • -• r l ?, ( 2 12 B 5 I I I , • ~ • 0--- --• : I • • 2 13 B 5 ' ' '-I LJ • -- 1 SC CB 2 15 B 5 \ 4 TYP \ (2}16\ I ~ - 1-- - - "r-{ "r-{ >---Z [ J >---Z u I . I I I I • • I I I / ' 'y -/rl \ 'L /-~ II I y•/ ,..,._ ....... 7 \ ,-~ I • (; □, □0 4 8 5 2 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 0 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" & "8"-PURPLE & ORANGE, "c", "D" & "F" -RED & BLACK, "E" & "G" -BLUE AND YELLOW. @EXISTING 1-1/4" CONDUIT WITH 2-#6 INSULATED STRANDED COPPER CONDUCTORS AND 2-#8 INSULATED STRANDED COPPER CONDUCTORS AND 1-#8 SOLID COPPER CONDUCTOR. SPLICE INTO THE 2-#8 WIRES FOR CIRCUIT "B" LIGHTS WITH PURPLE & ORANGE #8 WIRES. THE #6 WIRES SHALL BE PROTECTED IN PLACE FOR CIRCUIT "F". @ INSTALL IN EXISTING 1-1/4" CONDUIT 2-#8 INSULATED STRANDED COPPER CONDUCTORS (RED & YELLOW) AND 1-#8 SOLID COPPER CONDUCTOR. @ EXISTING 1-1/4" CONDUIT WITH AND 2-#8 INSULATED STRANDED COPPER CONDUCTORS AND 1-#8 SOLID 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 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-8. INSTALL AT A LOCATION APPROVED BY THE CITY'S REPRESENTATIVE. 0 FURNISH AND INSTALL 10' CONCRETE STANDARD (AMERON-DELPHI 22CT1D513) 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 REPRESENTATIVE. @ INSTALL ALL NEW FOUNDATIONS AT A LOCATION DIRECTED BY THE CITY'S REPRESENTATIVE TO AVOID CONFLICT WITH UNDERGROUND UTILITIES. @ REMOVE EXISTING #3 1 /2F PULL BOX AND INSTALL NEW #5F PULL BOX. @ FURNISH AND INSTALL 26' CONCRETE STANDARD WITH DUAL BRACKET ARMS PER CNS STD-201-L. WITH CONTRACTOR FURNISHED AND INSTALLED 200 WATT, 240 VOLT H.P.S. CUTOFF LUMINAIRE WITH ENCLOSED REGULATOR TYPE BALLAST PHOTO ELECTRIC CELL RECEPTACLE, CHARCOAL FILTERED OPTICAL ASSEMBLY, AND TYPE Ill DISTRIBUTION. FURNISH AND INSTALL DOUBLE FUSE HOLDER W/5 AMP FUSES IN ADJACENT PULL BOX. EACH LUMINAIRE WILL HAVE ITS 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 LUMINAIRE FROM THE OTHER LUMINAIRE. INSTALL AT A LOCATION APPROVED BY THE CITY'S REPRESENTATIVE. @ FURNISH AND INSTALL 26' CONCRETE STANDARD WITH SINGLE BRACKET ARM PER CNS STD-201-L. WITH CONTRACTOR FURNISHED AND INSTALLED 200 WATT, 240 VOLT H.P.S. CUTOFF LUMINAIRE WITH ENCLOSED REGULATOR TYPE BALLAST PHOTO ELECTRIC CELL RECEPTACLE, CHARCOAL FILTERED OPTICAL ASSEMBLY, AND TYPE Ill DISTRIBUTION. FURNISH AND INSTALL DOUBLE FUSE HOLDER W/5 AMP FUSES IN ADJACENT PULL BOX. AT A LOCATION APPROVED BY THE CITY'S REPRESENTATIVE, ~e= I I CITY OF NEWPORT BEACH SCALE CJL AUS T/111-FOUS T ASSOC/A TE~ II/IC. t-T-H-IS-P-LA_N_IS_S_IG-N-ED_B_Y _T-HE-CI-TY-OF-NE_W_P_OR_T_B_E_A_CH-FO-R----ll-------l----+-------------+--< 1' = 20' BALBOA VILLAGE TRAFFIC £NCIN££RINC ANO TRANSPORTATION PLANNINC CONCEPT AND ADHERENCE TO THE CITY STANDARDS AND 2020 NORTH TJJSTIN VENUE SANTA ANA, CALIFORNIA 92705-7827 REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR TELEPLI f~) 67-0496 FAX (714) 667-7952 DESIGN ASSU~PTIONS AND ACCURACY. ( ,,fi:;F/_,,-1 / DATE: 7· Zl·O/ APPROVED 1-: ~, -· , / 22o45 B~'Jlof JOE/E. FOOST,IRCE 20258 EXPIRE 9-30-01 RAFFIC 1-,NGINEER RE NO ' / ,,, ~, . , . TE / DATE BY DESCRIPTION DESIGNED JA DRAWN JA APP'D ,___ ___ __,_ ____ __, 1---~-~------------~---1CHECKED DATE REVISIONS PHASE 2 STREET LIGHTING PLAN CITY OF NEWPORT BEACH R-5763-s PUBLIC WORKS DEPARTMENT SHEET56 OF 96 I I AFA File: 457.006 LIGHTS P2C.DWG 3: 19 PM 07 /13/01 MATCH LINE SEE SHEET 58 I I 1 r-- I I I I//~ r- --~--"r~,--c---1 1-w w a: 5) <D ti) f--w w I - ' CJ) I------' w w (/) w z :::; ~ --0 Q-<~------------------- ~ ✓ ----l----- BC ' -i---' I I ' ' ' ' © ~----w,i;~,u,,--' WM WM UM °CO ' - 1 L,--,- (4\ '{jj/ i. CB " " " " II II " I " " 11 ' . I I 11 ' . ' . '{jj/ ---7 -n-, ~~~==-=-::==lddJd= 'I ~-~_---:_-_-;_-:._-:::_ __ = ;.:.::;::~-~:~-:.==-;:-~-:.;::::;:--~ 11 r· --- 18 REMOVE EXIST. 31[_F pl LL BOX / \\ 1 '""" ,CW I/SC Tf '°' ' \ \ ' 15\-------~ 8 ~ 18 -----1' ' ' ' . ,.. '1 i ' ' f7Vw \Q,)'J,-----..._ -- 1 4 2 .1-=6r-t----F LIEGE!i\lD C NEW PULL BOX SEE CONSTRUCTION NOTES 00 EXISTING PULL BOX SEE CONSTRUCTION NOTES 0 NEW POLE AND TOP MOUNTED LUMINAIRE SEE CONSTRUCTION NOTES 00® a Q-o-D Q-o-D 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 IESEl EXISTING SERVICE POINT AND CABINET ------ ------ NEW 1-1/4" PVC CONDUIT, SEE CONSTRUCTION NOTE 0 EXISTING 1-1 / 4" PVC CONDUIT, SEE CONSTRUCTION NOTES 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 00 0 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"-PURPLE & ORANGE, "C", "D" & "F" -RED & BLACK, "E" & "G" -BLUE AND YELLOW. ® INSTALL IN EXISTING 1-1/4" CONDUIT 2-#8 INSULATED STRANDED COPPER I CONDUCTORS (RED & YELLOW) AND 1-#8 SOLID COPPER CONDUCTOR. 0 FURNISH AND INSTALL #3 1/2F CONCRETE PULL BOX PER CNB STD-204-L AND I STD-205-l. WHERE 5 OR MORE CONDUITS TERMINATE IN A PULL BOX, A #5F I CONCRETE PULL BOX SHALL BE INSTALLED. INSTALL AT A LOCATION APPROVED j BY THE CITY'S REPRESENTATIVE. 0 PROTECT IN PLACE ALL EXISTING LIGHTING POLES, CONDUIT AND PULL BOXES. ANY REMOVALS I AND ABANDONMENT'S SHALL BE AFTER ACTIVATION OF NEW LIGHTING SYSTEMS. 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 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 REPRESENTATIVE TO AVOID CONFLICT WITH UNDERGROUND UTILITIES. @ SLANT DRILL FOUNDATION FOR 1" PVC CONDUIT. 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 ASSEMBLY, 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 IN ADJACENT PULL BOX. ~ f CITY OF NEWPORT BEACH SCALE c.::J l AUS T/111-FOUS T ASSOC/A TE~ /JIIC. t--T-H-IS_P_L-AN-IS_S_IG_N_E_D _B_Y_T-HE-CI-TY-OF-N-EW_P_O_RT-BE-A-CH-FO-R----ll--1---+------------+---I 1' = 20' BALBOA VILLAGE TRAFFIC ENC/NEER/NC ANO TRANSPORTATION PLANNINC CONCEPT AND ADHERENCE TO THE CITY STANDARDS AND 2020 NORTH~TIN AVENUE SANTA ANA, CALIFORNIA 92705-7827 REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR TELEP'-'-· -7.. 667-0496 FAX (714) 667-7952 DESIGN ASSU_,MPTIONS AND ACCURACY. c ,lk-DATE: 7~??--0/ APPROVED J:;;t ,./J/1,•4 .I.. .f ~o45 8/4/4,( J'.f E. FOOS,, RCE 20258 EXPIRE 9-30-01 'rRAFFIC ENGINEER R.E. NO. dATE DATE BY DESCRIPTION DESIGNED JA DRAWN JA APP'D t-------t-------1 1---~-~------------~--1CHECKED DATE REVISIONS PHASE 2 STREET LIGHTING PLAN CITY OF NEWPORT BEACH R-5763-S PUBLIC WORKS DEPARTMENT SHEET57 OF 96 ~ f-w w I (/) w w (/) w z ::J I f:! <( ::, ---------- L AFA e;ie: 457.006 LIGHTS-P2E.DWG 3: 41 PM 07 /13/01 4 '--- :....: ts ...L _J ;. _, ----<:3------ ts[] MATCH LINE SEE SHEET 56 I I I I • I I I :,ts '-' • • I • • I JOE E. FOUST 20258 No.-~~-/ i< Exp. 9-30-01 * CIVIL .;,-"<- c~\.\~C)~ L ...1... .J L _j_ .J I ~ . 22 • ' ,, f ,1 " r 7 r T f 7 J ,, I -G- r --~ MATCH LINE SEE SHEET 57 t 0 ~ LEGEND c:1 n Cl NEW PULL BOX SEE CONSTRUCTION NOTES 00 EXISTING PULL BOX SEE CONSTRUCTION NOTES 0 NEW POLE AND TOP MOUNTED LUMINAIRE SEE CONSTRUCTION NOTES 0 © 0 Q-o-0 Q-o-0 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 !ESB EXISTING SERVICE POINT AND CABINET NEW 1-1/4" PVC CONDUIT, SEE CONSTRUCTION NOTE 0 EXISTING 1-1/4" PVC CONDUIT, SEE CONSTRUCTION NOTES 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 00 0 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"-PURPLE & ORANGE, "C", "D" & "F" -RED & BLACK, "E" & "G" -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. ® 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 REPRESENTATIVIE. @ INSTALL ALL NEW FOUNDATIONS AT A LOCATION DIRECTED BY THE CITY'S REPRESENTATIVE TO AVOID CONFLICT WITH UNDERGROUND UTILITIES. e SLANT DRILL FOUNDATION FOR 1" PVC CONDUIT. INSTALL NEW CONDUCTORS FROM NEW 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 ASSEMBLY, 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 IN ADJACENT PULL BOX. @ REMOVE AND SALVAGE EXISTING STREET LIGHT POLE, WITH LUMINAIRE, OR SERVICE CABINET AND • REMOVIE FOUNDATION. FOR ADDITIONAL REMOVALS SEE DEMOLITION PLANS SHEETS 19-26. ;;:;;:;-, 'e) REMOVIE EXISTING POLE AND FOUNDATION, INSTALL NEW FOUNDATION AT GRADE 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 LUMINAIRE (70 WATT LAMP) WITH ENCLOSED REGULATOR TYPE BALLAST PHOTO ELECTRIC CELL RECPTACLE, CHARCOAL FILTERED OPTICAL ASSEMBLY, 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 IN ADJACENT PULL BOX. ~// CITY OF NEWPORT BEACH SCALE c:J l AUS Tl/1/•FOUS T ASSOC/A TE~ 111/C. t--T-H-IS_P_L-AN-IS_S_IG-N-ED_B_Y_T-HE-CI-TY-OF-NE_W_P_OR_T_B_E_A-CH-FO-R-~1--------f----+--------------f---l 1· = 20' BALBOA VILLAGE TRAFFIC ENGINEERING ANO TRANSPORTATION PLANNING CONCEPT AND ADHERENCE TO THE CITY STANDARDS AND irlN VENUE SANTA ANA, CALIFORNIA 92705-7827 REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR 667-0496 FAX (714) 667-7952 DESIGN ASSU TIONS AND ACCURACY. --~":b-=~s'--=-c-=---====----===-c--=-c--ccc--DATE: 7· 27-0I S , RCE 20258 EXPIRE 9-30-01 APPROVED ~5 R.E. NO. ~[ ATE DATE BY DESCRIPTION DESIGNED JA DRAWN JA APP'D l------t------1 1---~-~------------~------1CHECKED DATE REVISIONS PHASE 2 STREET LIGHTING PLAN CITY OF NEWPORT BEACH R-5763-s PUBLIC WORKS DEPARTMENT SHEET58 OF 96 14 .. -....______-- • ··--...:::-,-:r---._i • 2 '\ 1C /}::=:.o @j) ~ c:::c:!J ~ ~ ~--:------- ! I I I I I I I I I ~---'--' I MATCH LINE SEE SHEET 55 AFA FHe: 457.006 LIGHTS-P2D.OWG 8: 21 AM 07 /20/01 @sc I I I I I I 14 I I I I I I I I I I I I I I I I I I I I I I I ----------, I ---------- ------------ ( --------------------- ---------------------- #5F PULL BOX STUB OUT THREE (1 1/4") PVC CONDUITS FOR PHASE Ill USE --I ---- ;--< 1/ I I 1/ I I 1/ I I -, 14 D I I I I I I co l{) f-w w :r: VJ w w VJ w z ::J I ~ <{ :a LIEGIEND Cl NEW PULL BOX SEE CONSTRUCTION NOTES 00 D EXISTING PULL BOX SEE CONSTRUCTION NOTES 0 NEW POLE AND TOP MOUNTED LUMINAIRE SEE CONSTRUCTION NOTES 0®® a Q-o-0 Q-o-0 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 !ESB 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 LIGHTING CIRCUIT DESIGNATION @ INSTALL PULL BOX IN 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-#8 INSULATED STRANDED COPPER CONDUCTORS AND 1-#8 SOLID COPPER CONDUCTOR WITH THE FOLLOWING COLORS PER CIRCUIT. "A" & "B"-PURPLE & ORANGE, "c", "D" & "F" -RED & BLACK, "E" & "G" -BLUE AND YELLOW . @ FURNISH AND INSTALL 1-1/4" PVC CONDUIT, MIN. DEPTH OF 18", W/ 2-#8 INSULATED STRANDED COPPER CONDUCTORS (BLUE AND PINK) AND 1-#8 SOLID COPPER CONDUCTOR FOR PHASE 111 CIRCUIT "G'. EXTEND CONDUCTORS TO EXIST. POLES AND SERVICE CABINET. 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 REPRESENTATIVE. @ INSTALL ALL NEW FOUNDATIONS AT A LOCATION DIRECTED BY THE CITY'S REPRESENTATIVE TO AVOID CONFLICT WITH UNDERGROUND UTILITIES. e SLANT DRILL FOUNDATION FOR 1" PVC CONDUIT. INSTALL NEW 1" CONDUIT AND 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 ASSEMBLY, 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 IN ADJACENT PULL BOX. ~r,---===:.=..==~+==::-=--:===-===⇒~===~~~~~;~;;;~~~~:~~==:~~-==-=~=-:~~~-:~=~=~~~~:::::~-/--1,,.,.-/ - / J M : ... :·----- r T .~ «:: J:cl ~ ,., § JOE E. FOUST "' No. 20258 Exp. 9-30-01 CIVIL L ...L ..J N 0 N 7 ~// CITY OF NEWPORT BEACH SCALE 'C:J l AUS T/111-FOUS T ASSOC/A TE~ /I/IC. 1-T-H-IS_P_L-AN-IS_S_IG-N-ED_B_Y_T-HE-CI-TY-OF-NE_W_P_OR_T_B_E_A-CH-FO-R-----ll----+--+--------------+---t 1' = 20' TRAFFIC ENGINEERING ANO TRANSPORTATION PLANNING CONCEPT AND ADHERENCE TO THE CITY STANDARDS AND A ENUE SANTA ANA, CALIFORNIA 92705-7827 REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR 7-0496 FAX (714) 667-7952 DESIGN ASSU PTIONS AND ACCURACY. ---,2=~6b'\±--=--=-=-=-===-::---=-::-,-DATE: 7-;?7-o / CE 20258 EXPIRE 9-30-01 DATE BY DESCRIPTION DESIGNED JA DRAWN JA APP'O <-------+----__, <---~-~--------------+---,CHECKED DATE REVISIONS BALBOA VILLAGE PHASE 2 STREET LIGHTING PLAN CITY OF NEWPORT BEACH R-5763-S PUBLIC WORKS DEPARTMENT SHEET59 OF 96 i i ! • :::----... ----------------- [}=::,o ro ~ t::::::!J ~ @:, AFA File: 457.006 LIGHTS-P3A.DWG 8: 38 AM 07 /20/01 ------- • • 11 • • 1 ---------.1. 1 • • :; I: : I I: : I I : : I J . • : J I ' ' I ' ' 1----:::,,_-{ 11 ------- u L JOE E. FOUST No. 20258 -------------------- --------------- ----------------------------------- I ...L ·--::--------.:::~,1-__-/ ,---e. -:;.~_ . CB ' ' 1 I EXIST. 1 1/4" C , I I I _J PULL NEW~ONDUCTORS' 2#8. 1#6 ,---,,._ _/ : - • • CB I • • I /}=::,o . @j) 11 f ' ' ~-, . ' , ,.., ,._J ' I 0 1 ~ ~ ~ LIEGIEND ,:i NEW PULL BOX SEE CONSTRUCTION NOTES 0 0 C:J EXISTING PULL BOX SEE CONSTRUCTION NOTES 0 lJ NEW POLE AND TOP MOUNTED LUMINAIRE SEE CONSTRUCTION NOTES 0 © 0 0-,..0 NEW POLE AND MAST ARM LUMINAIRE(S), SEE CONSTRUCTION NOTES 00 tb--P EXISTING POLE AND MAST ARM LUMINAIRE(S), SEE CONSTRUCTION NOTES 0 ~( EXISTING POLE AND TOP MOUNTED LUMINAIRE SEE J~ CONSTRUCTION NOTE 0 IESEl 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 © 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 0 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"-PURPLE & ORANGE, "C", "D" & "F" -RED & BLACK, "E" & "G" -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 REPRESENTATIVE. @ INSTALL ALL NEW FOUNDATION AT A LOCATION DIRECTED BY THE CITY'S REPRESENTATIVE TO AVOID CONFLICT WITH UNDERGROUND UTILITIES. @ 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/PHOT0 ELECTRIC CELL, AND ENCLOSED BALLAST. FURNISH AND INSTALL DOUBLE FUSE HOLDER W/5 AMP FUSES IN ADJACENT PULL BOX. INSTALL ON NEW 3' FOUNDATION PER DETAIL ON SHEET 62 AND CNB STID-202-L-B. INSTALL AT A LOCATION APPROVED BY THE CITY'S REPRESENTATIVE. @ REMOVE AND SALVAGE EXISTING STREET LIGHT POLE, WITH LUMINAIRE, OR SERVICE CABINET AND REMOVE FOUNDATION. FOR ADDITIONAL REMOVALS SEE DEMOLITION PLANS SHEETS 19-26. ~7, CITY OF NEWPORT BEACH SCALE c.:J L AUS TIN·FOUS T ASSOC/A TES, 1/1/C. r--T-H-1s_P_L-AN-1s_s_1G_N_E_D _B_Y_T-HE-c1-TY-OF-N-EW_P_O_RT-BE_A_CH-FO-R---11-------+----+-~------------+----.1 1• = 40' BALBOA VILLAGE TRAFFIC ENGINEERING ANO TRANSPORTATION PLANNING CONCEPT AND ADHERENCE TO THE CITY STANDARDS AND VENUE SANTA ANA, CALIFORNIA 92705-7827 REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR 67-0496 FAX (714) 667-7952 DESIGN ASSU PTIONS AND ACCURACY. DESIGNED DRAWN JA JA PHASE 3 STREET LIGHTING PLAN -~~~::::)_~'..,.,,__-~~~----DATE: 1-21-0 I RCE 20258 EXPIRE 9-30-01 APPROVED ,,?A.o4$ R.E. NO. APP'D 1---------t-------t 1---~-~------------~-----<CHECKED DATE DATE BY DESCRIPTION REVISIONS CITY OF NEWPORT BEACH R-5763-S PUBLIC WORKS DEPARTMENT SHEET6O OF 96 ------------- L ...L _J AFA File: 457.006 LIGHTS-P38.DWG 3: 47 PM 07 /13/01 -------------' ------------- ts□ a []= 00 ------------- I ' I I ' s ' ' I I I I 1 -· ,,,/ ;1 ' I I I ' I I I ' ' ------------------------::::: r -- ----=:::: ------.::::::: 7 .. ...;...----.:.o.:_ _________ --1 r --------=::::: T --c, ....,--- T LJ 1 ~;;-------- 1--w w a: b) -- I ~ ' ' I ' I I J ' .t· ··~ r ' I I I ' '/ ;/ I ' I I ' I I ' J¾ ' Co= ----M ~ 6 0 LIEGIEND c:i NEW PULL BOX SEE CONSTRUCTION NOTES 0 0 C:l EXISTING PULL BOX SEE CONSTRUCTION NOTES 0 Q NEW POLE AND TOP MOUNTED LUMINAIRE SEE CONSTRUCTION NOTES 000 NEW POLE AND MAST ARM LUMINAIRE(S), SEE CONSTRUCTION NOTES 00 Q-o-0 EXISTING POLE AND MAST ARM LUMINAIRE(S), SEE CONSTRUCTION NOTES 0 ~, EXISTING POLE AND TOP MOUNTED LUMINAIRE SEE ,~ CONSTRUCTION NOTE 0 !ESB 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 0 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" -PURPLE & ORANGE, "C", "D" & "F" -RED & BLACK, "E" & "G" -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. © FURNISH AND INSTALL 14' CONCRETE STANDARD (AMERON-AEGEAN 21CT13513) WITH CONTRACTOR FURNISHED AND INSTALLED 100 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-2D2-L-B. INSTALL AT A LOCATION APPROVED BY THE CITY'S REPRESENTATIVE. @ REMOVE EXISTING PULL BOX, SPLICE NEW CONDUCTORS TO EXISTING. @ INSTALL All NEW FOUNDATION AT A LOCATION DIRECTED BY THE CITY'S REPRESENTATIVE TO AVOID CONFLICT WITH UNDERGROUND UTILITIES. /II/////////~ JOE E. FOUST No. 20258 -;< Exp. 9-30-01 * CIVIL *'" cti..\.'~c~ ~j t CITY OF NEWPORT BEACH SCALE c::J [ AUS TIJll·FOUS T ASSOC/A TEST /I/IC. t--T-H-IS-P-LA_N_IS_S_IG-N-ED_B_Y-TH_E_CI-TY-OF-NE_W_P_OR_T_B_E_A-CH-FO_R_--11-----+--+------------+----1 1· = 40' TRAFFIC ENC/NEERING ANO TRANSPORTATION PLANNING CONCEPT AND ADHERENCE TO THE CITY STANDARDS AND TIN AVENUE SANTA ANA, CALIFORNIA 92705-7827 REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR 667-0496 FAX (714) 667-7952 DESIGN ASSU PTIONS AND ACCURACY. ----,~~~~=~=c-==~-=c-=,------DA TE: 7-"21-tJ / APPROVED TRAFFIC ENGINEER elRo4s R.E. NO. DATE BY DESCRIPTION DESIGNED JA DRAWN JA APP'D 1-------t------l 1-----~---'-------------~---1CHECKED DATE REVISIONS BALBOA VILLAGE PHASE 3 STREET LIGHTING PLAN CITY OF NEWPORT BEACH R-5763-s PUBLIC WORKS DEPARTMENT SHEET61 OF 96 SEQUOIA LIGHTING 500 SERIES DUBX-DAWN GLOBE HOLDER SEE "LEVELING DETAIL" HEREON ' L.l II <f II II ll_ ·,l 2' SQ. ' ' ' ' ' ' I I I ' , 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-2BX FOR 100 WATT H.P.S. LAMP ----POLE: 10' AMERON-DELPHI OR 14' AMERON-AEGEAN PER PLAN NOTES: 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 6" 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" PVC CONDUIT 7TO PULL BOX 3/4" X 18" X 4" GALVANIZED ANCHOR BOLTS PROJ. 3½" ABOVE TOP OF FOUNDATION BOLT CIRCLE SHALL BE PER POLE MANUFACTURE'S SPECIACATIONS ELEVATION 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 NOT TO SCALE AFA File: 457.006 L-DET-SHT62.DWG 8: 50 AM 07 /20/01 ~ 1" GROUT COVER ----------------- STAINLESS STEEL NUT STAINLESS -~~~:s;s1._/ STEEL ~ WASHERS POLE LUG FOUNDATION~---~-~_l __ -_"' ____ ~tfLLEJJT 4•-o, 4 "-. . ANCHOR BOLT INSTALL ANTI-SEIZE COMPOUND TO THREADS LEVELING DETAIL I I I I I I DOOR TO FACE STREET PULL BOX (PER CNB STD. 205) • --------- _/ __________ ] __________ " EXIST. FOUNDATION ~f,;jJ':::;;i!~t~~~g; ~Nf£ \ ~~~~~~ 6" X 90° SWEEP ¾" CRUSHED SLANT DRILL FOUNDATION ROCK BASE FOR 1" PVC CONDUIT DETAIL "B" EXIST. GRADE 7 --I I I I I , I I I I :< I I ' I :~, % "<'.I .,,""(:,:-, " I I I. I I I '..q-I I I t'.l I I EXISTING FOUNDATION MODIFICATION NOT TO SCALE / CONCRETE POLE SEE CNB STD 201-L ) \/ / DOOR TO FACE STREET OR SIDEWALK <""---------""-.v q,_ _,a_ ~ L.l . <l ~ <l -- <1 d < . <I <l <JA CONSTRUCT GROUT I <1' I I I I I I I I I I I I I\ ,½~'"'.'-.:: ·~ '$'.>,"»' ,. I I I ' t') _l #7 TOTAL 12 ---....u #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. I ~-s1 --·-Ll_ •• -----~------' i INSTALL 4" PCC PAD NEW STREET LIGHT STANDARD NEW 1" PVC CONDUIT ~-----;;:::_-=_::-m1t--~ NEW 1Y{ PVC COND. INSTALLED AT A MIN. DEPTH OF 36" (TYP) 3' MIN. lO . I 60" EXIST. EDGE OF SIDEWALK NEW PULL BOX #3½ FOR #5F PER SPECS DETAIL "D" TYPICAL INSTALLATION ALONG OCEAN FRONT NOT TO SCALE en w "' <{ > NEW r GROUT 'BASIN' SEE STREET LIGHT ---- NOTE 2 DETAIL "A" STANDARD "' / TOP OF CURB ~ NEW ~ (0 ~FACE OF CURB FOUNDATION AS SHOWN ON PLANS 5' MAX. NEW 1¼" PVC CONDUIT - THROUGH CONDUIT LI INSTALLED AT A MIN. DEPTH OF 18" (TYP) I ' ' ' -- DETAIL "E" THROU COND T INST LED AT A D TH OF 18" (TYP --- NEW PULL BOX NEW 1¼" PVC ~ #3½ F OR #5F PER SPECS CONDUIT (TYP) SEE DETAIL "F" FOR LOCATION IN PATTERN CONC. SIDEWALK ---- L ~ACK OF SID~-WALK TYPICAL INSTALLATION NEW STREET LIGHT STANDARD NEW ULL BO #3 FOR #5F R SPECS OF CURB EW 1 " VC CONDUIT ( P) SCORE LINES (TYP) 1/2 DISTANCE FROM POLE TO BACK OF SIDEWALK (TYP) ---- NOT TO SCALE NOT TO SCALE DETAIL "F" -TYPICAL INSTALLATION FOR PULL BOX IN PATTERN CONC. C-3333 APPROVED /;Jl ~ ~ " § JOE E. FOUST ~ (!j/j@JAUSTIN·FOUST ASSOCIATES, /NC,J------lr----+-----------+----1 --UJ.-~IT-~_E_t_J.N-~-kNl-1Ef __ _ STREET LIGHTING DETAIL SHEET DETAIL "c" MODIFIED FOUNDATION DETAIL FOR CONST. NOTES 7, 8 & 18 NOT TO SCALE 20258 No.-=~-/ -!< Exp. 9-30-01 "' CIVIL ,,,.-. i<><I' c~1..., mu rte ENC/NEEN/NC ANO TNANSPOH TA T!ON PUNNING l---+---+---------------1---l 2020 NORTH l\JS AVENUE SANTA ANA, CALIFORNIA 92705-78271----1----..J..-.------------l----J.~DA:".TE~==:::;=======-i~------------.--------J TELEP 14 ' -0496 FAX (714} 667-7952 DATE BY DESCRIPTION APP'D DESIGNED DRAWN '=~S.±::-=o:=::::::-:-=--:c---DAIE: 7-27-0f JA JA -REVISIONS CHECKED RS DAT~/8/01 CITY OF NEWPORT BEACH R-5763-S PUBLIC WORKS DEPARTMENT SHEET62 OF 96 ti j l . I-Cl) Cl) ~ <C 0 = <iX AFA File: 457.006 P1S10ET.DWG 9:01 AM 07/20/01 _ .... ------------------·······-·····-N ........ ····----- ~ r-:7 0 FERRY DETOUR => □ □ = ,-: " FERRY DETOUR ~~,=> ., ... _-_·_·_··_·_··_··_·_···_···_··_···_···_···_···_· ··_···_· ·_-•:,..._ ___ _,:_.'·_•·_···_···_··_· ----1-__.:::.L··----··-,...-. __ ), ULTIMATE CUR FERRY DETOUR t _, .......... , ~-.,·-· l ..,. .................... .., CJ -- FERRY DETOUR t 1///, JI. ' 00 ,-: " 1G ;I i i 0 □ □ FERRY DETOUR <:= BLVD. 1 0 I [J ~□ ' - L ~- = u ' ' • ri r ,-J l 7 LEGEND o DELINE A TOR "il" SIGN t:I FLASHING ARROW SIGN ~ DIRECTION OF TRAVEL TEMP. TYPE Ill BARRICADE AND SIGN <"" HIGH LEVEL WARNING DEVICE 17771 CONSTRUCTION AREA lLLL1 (THIS PHASE) [j] II] 0 MAINTAIN ACCESS FOR BUSINESS AND/OR RESIDENTS 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 PRO~DED TO ASSURE SAFE TURNING. 20· BUS TURNING TE!.'lPLATE i!I DETOUR GENERAL NOTES 1. ALL WORK AND MATERIALS SHALL COMPLY WITH THE "CAL TRANS MANUAL OF TRAFFIC CONTROLS IN CONSTRUCTION AND MAINTENANCE ZONES" , LA TEST EDITION. 2. ALL STRIPING AND MARKINGS SHALL CONFORM TO THE "STATE OF CALIFORNIA, STANDARD PLANS AND SPECIFICATIONS" , INCLUDING STANDARD PLAN A-20, DETAILS. 3. All SIGNS SHALL BE REFLECTORIZED AND STANDARD SIZE. 4. ALL TUBULAR DELINEATORS AND CONES SHALL BE 28" MINIMUM HEIGHT, 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 NIGHT-TIME HOURS. 5. THE CONTRACTOR SHALL MAINTAIN, ON A CONTINUOUS BASIS, All SIGNS, DELINEATORS, BARRICADES, ETC., TO ENSURE PROPER FLOW AND SAFETY OF TRAFFIC DURING CONSTRUCTION. 6. THE CONTRACTOR SHALL HA VE All SIGNS, DELINEATORS, BARRICADES, ETC., PROPERLY PLACED PRIOR TO COMMENCING CONSTRUCTION. 7. THIS PLAN IS A CONCEPTUAL PLAN TO BE USED AS A GUIDELINE IN PREPARING THE TRAFFIC CONTROL PLANS. THE TRAFFIC CONTROL PLANS FOR EACH SEPARATE PHASE AND STAGE SHALL BE PREPARED BY A LICENSED TRAFFIC ENGINEER, AND SUBMITTED TO THE CITY FOR RE~EW 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 DEVICES NECESSARY TO ASSURE SAFETY TO THE PUBLIC AT All TIMES DURING CONSTRUCTION. 8. ALL TRAFFIC CONTROL PLANS WILL REQUIRE THAT PEDESTRIAN ACCESS IS MAINTAINED OR PROPERLY DETOURED. pedestrians MUST BE ACCOMMODATED AND STAGE 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 BUSINESS. 10. ALL SIGNS THAT ARE NOT PLACED ON BARRICADES SHALL BE PLACED ON TEMPORARY POSTS, MINIMUM HEIGHT OF 7 FEET, WEIGHTED WITH SANDBAGS. 11. THE CONTRACTOR SHALL PROVIDE FOR BOTH VEHICLE AND PEDESTRIAN ACCESS TO ALL ADJACENT PROPERTIES 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 CHANGE OVER WILL BE ALLOWED. 13. CONTRACTOR TO PROVIDE 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 STRIPING SHALL BE REMOVED BY GRINDING. PAINTING OVER EXISTING STRIPING WILL NOT BE ALLOWED. Me'.:7 CITY OF NEWPORT BEACH SCALE ' AUSTl/1/•FOUST ASSOCIATES. //IIC. l------------=-=-.::..;_:_ ___ i-----r-t--------11 1" --so' , THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR BALBOA VILLAGE WORK AREA TRAFFIC CONTROL CONCEPT PLAN TRAFFIC ENCINEERINC ANO TRANSPORTATION PL ANNINO CONCEPT AND ADHERENCE TO THE CITY STANDARDS AND 2020 NORTH USTIN AVENUE SANTA ANA, CALIFORNIA 92705-7827 REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR TELEP== ( ) 667-0496 FAX (714) 667-7952 DESIGN ASSU PTIONS AND ACCU ACY. -~~C-;51~~:-:::-::=-=-===-=--=--=-DA TE: 7-27-0 / APPROVED $045 R.E. NO. DATE BY DESCRIPTION DESIGNED JA DRAWN JA APP'D 1------.......J.------1 1----'----'-----------------'-----ICHECKED DATE REVISIONS PHASE 1 STAGE 1 CITY OF NEWPORT BEACH R-5763-s PUBLIC WORKS DEPARTMENT SHEET 63 OF 96 ..: "' AFA File: 457.006 P1S2DET.0WG 9: 05 AM 07 /20/01 FERRY DETOUR . ~ t ~ --~ ~FE~RR=y= DETOUR --11 => '-----1 CJ FERRY DETOUR BLVD. - LEGEND 0 DELINEATOR ,r SIGN ~ FLASHING ARROW SIGN ~ DIRECTION OF TRAVEL TEMP. TYPE Ill BARRICADE AND SIGN ~ HIGH LEVEL WARNING DEVICE 17771 CONSTRUCTION AREA lLLLI (THIS PHASE) OJ 0 [l] MAINTAIN ACCESS FOR BUSINESS AND/OR RESIDENTS 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. /_, ... ----------... ,.. ~~-......... , .. ,----------'......---_,_ ___ +-___:_c_;L----. \ ,,..-~·••+--~ ,,- ,' ---------------·-····.., JOE E. FOUST o. 20258 Exp. 9-30-01 CIVIL UL llMA TE CUR \ DETOUR 'il' • \ i . l i ; ; \ j . =,i I( FERRY DETOUR 'il' II------" )) 1///, i ..: "' iiii <C ~ 0 I-u ~~n J -~□ -'-. - l L ~- - 0 0 0 r- ri r ' 20' BUB TURtllllQ TEl'.IPLATE DETOUR GENERAL !MOTES 1. ALL WORK AND MATERIALS SHALL COMPLY WITH THE "CAL TRANS MANUAL OF TRAFFIC CONTROLS IN CONSTRUCTION AND MAINTENANCE ZONES" , LATEST EDITION . 2. ALL STRIPING AND MARKINGS SHALL CONFORM TO THE "STATE OF CALIFORNIA, STANDARD PLANS ANO SPECIFICATIONS" , INCLUDING STANDARD PLAN A-20, DETAILS. 3. ALL SIGNS SHALL BE REFLECTORIZED ANO STANDARD SIZE. 4. ALL TUBULAR DELINEATORS AND CONES SHALL BE 28" MINIMUM HEIGHT, 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 REFLECTORIZEO SLEEVE, IF USED DURING NIGHT-TIME HOURS. 5. THE CONTRACTOR SHALL MAINTAIN, 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 PLACED PRIOR TO COMMENCING CONSTRUCTION. 7. THIS PLAN IS A CONCEPTUAL PLAN TO BE USED AS A GUIDELINE IN PREPARING THE TRAFFIC CONTROL PLANS. THE TRAFFIC CONTROL PLANS FOR EACH SEPARATE PHASE AND STAGE SHALL BE PREPARED BY A LICENSED TRAFFIC ENGINEER, AND SUBMITTED TO THE CITY 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 DEVICES NECESSARY TO ASSURE SAFETY TO THE PUBLIC AT ALL TIMES DURING CONSTRUCTION. 8. ALL TRAFFIC CONTROL PLANS WILL REQUIRE THAT PEDESTRIAN ACCESS IS MAINTAINED OR PROPERLY DETOURED. pedestrians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~,/ CITY OF NEWPORT BEACH SCALE AUSTl/1/•Fr'UST ASSOC/A TES. //If("', i-----------------11-----+-+-----------+----1 1" __ 50' V• , c.,, THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR BALBOA VILLAGE WORK AREA TRAFFIC CONTROL CONCEPT PLAN TRAFFIC ENC/NEER/NC ANO TRANSPORTATION PLANNING CONCEPT AND ADHERENCE TO THE CITY STANDARDS AND 2020 NORTH TELEPHBl'JTudi'7 ENUE SANTA ANA, CALIFORNIA 92705-7827 67-0496 FAX (714) 667-7952 _ _,,.::::::,;;C::::::...L:,::..,L'..~~~------DA TE: z-27-0/ RCE 20258 EXPIRE 9-30-01 REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSU PTIONS AND ACCURACY. APPROVED ,/12,045 R.E. NO. DAlE BY DESCRIPTION DESIGNED JA DRAWN JA APP'D 1------f-----l 1----~-~------------~----1CHECKED DAlE REVISIONS PHASE 1 STAGE 2 CITY OF NEWPORT BEACH R-5763-S PUBLIC WORKS DEPARTMENT SHEET 64 OF 96 D ! r-:, 0 FERRY DETOUR =:> □ □ .,:: UJ ----·-·-- AFA FHe: 457.006 P1S3DET.OWG 9:03 AM 07 /20/01 BALBOA~ ! • ... UJ ~ ..I "' D. 1/, 1/ 1/, 1/ JOE E. FOUST 20258 o. --'"'=""--I Exp. 9-30-01 CIVIL ULTIMATE CUR • DJ ULTIMATE CURB ,_. (IJ t • I-UJ ii!: "' 2! 0 BLVD. FERRY DETOUR "--<? 0 0 ~ DJ I I LJ IJ --·--□ ~ I - L ~- u 0 r ri r LIEGIEND 0 DELINEATOR 'll" SIGN f;I FLASHING ARROW SIGN ~ DIRECTION OF TRAVEL . . 'T':n"" TEMP. TYPE Ill BARRICADE AND SIGN HIGH LEVEL WARNING DEVICE CONSTRUCTION AREA (THIS PHASE) MAINTAIN ACCESS FOR BUSINESS AND/OR RESIDENTS 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' ,. -, ' BUB TURNIIIO TEtlPLATE DETOUR GEINIERAL NOTES 1. ALL WORK AND MATERIALS SHALL COMPLY WITH THE "CAL TRANS MANUAL OF TRAFFIC CONTROLS IN CONSTRUCTION AND MAINTENANCE ZONES" , LATEST EDITION. 2. ALL STRIPING AND MARKINGS SHALL CONFORM TO THE "STATE OF CALIFORNIA, STANDARD PLANS AND SPECIFICATIONS" , INCLUDING STANDARD PLAN A-20, DETAILS. 3. ALL SIGNS SHALL BE REFLECTORIZEO ANO STANDARD SIZE. 4. ALL TUBULAR DELINEATORS ANO CONES SHALL BE 28" MINIMUM HEIGHT, REFLECTORIZEO ANO MAINTAINED ERECT IN THE INDICATED POSITION AT ALL TIMES, AND SHALL BE REPAIRED, REPLACED, OR CLEANED AS NECESSARY TO PRESERVE THEIR APPEARANCE ANO CONTINUITY, ANO SHALL INCLUDE A 12" HIGH INTENSITY REFLECTORIZEO SLEEVE, IF USED DURING NIGHT-TIME HOURS. 5. THE CONTRACTOR SHALL MAINTAIN, ON A CONTINUOUS BASIS, ALL SIGNS, OELINEA TORS, BARRICADES, ETC., TO ENSURE PROPER FLOW AND SAFETY OF TRAFFIC DURING CONSTRUCTION. 6. THE CONTRACTOR SHALL HAVE ALL SIGNS, DELINEATORS, BARRICADES, ETC., PROPERLY PLACED PRIOR TO COMMENCING CONSTRUCTION. 7. THIS PLAN IS A CONCEPTUAL PLAN TO BE USED AS A GUIDELINE IN PREPARING THE TRAFFIC CONTROL PLANS. THE TRAFFIC CONTROL PLANS FOR EACH SEPARATE PHASE AND STAGE SHALL BE PREPARED BY A LICENSED TRAFFIC ENGINEER, AND SUBMITTED TO THE CITY 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 DEVICES NECESSARY TO ASSURE SAFETY TO THE PUBLIC AT ALL TIMES DURING CONSTRUCTION. 8. ALL TRAFFIC CONTROL PLANS WILL REQUIRE THAT PEDESTRIAN ACCESS IS MAINTAINED OR PROPERLY DETOURED. pedestrians MUST BE ACCOMMODATED AND STAGE 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 BUSINESS. 10. ALL SIGNS THAT ARE NOT PLACED ON BARRICADES SHALL BE PLACED ON TEMPORARY POSTS, MINIMUM HEIGHT OF 7 FEET, WEIGHTED WITH SANDBAGS. 11. THE CONTRACTOR SHALL PROVIDE FOR BOTH VEHICLE AND PEDESTRIAN ACCESS TO ALL ADJACENT PROPERTIES 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 CHANGE OVER WILL BE ALLOWED. 13. CONTRACTOR TO PROVIDE 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 STRIPING SHALL BE REMOVED BY GRINDING. PAINTING OVER EXISTING STRIPING WILL NOT BE ALLOWED. ~/1 CITY OF NEWPORT BEACH SCALE c_JL AUS T/111-FOUS T ASSOC/A TE~ II/IC. i--T-HI_S_P-LA_N_I_S -S-IG-NE_O_B_Y_T_H_E -C-ITY-OF-NE_W_P-□R_T_B_E-AC_H_F_□-R-~-+----,f--------------+---< 1" = 50' BALBOA VILLAGE WORK AREA TRAFFIC CONTROL CONCEPT PLAN TRAFFIC £Nll!N££RIN!l AND TRANSPORTATION PLANN!Nll CONCEPT AND ADHERENCE TO THE CITY STANDARDS ANO 2020 NORTH STIN AVENUE SANTA ANA, l:!P~'-1(; 4 667-0496 CALIFORNIA 92705-7827 FAX (714) 667-7952 -~/f,~~=-=:c;;-;=:;;c-;:;-:;;:;---;;;--DATE: 7~27-0/ REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSU PTIONS AND ACCURACY. DATE BY DESCRIPTION DESIGNED JA DRAWN JA APP'O 1------+------l 1---~-~------------~---JCHECKED DATE REVISIONS PHASE 1 STAGE 3 CITY OF NEWPORT BEACH R-5763-s PUBLIC WORKS DEPARTMENT SHEET 65 OF 96 ' I i I □ .,: 0 0 ~ <II: Q = r AFA File: 457.006 P1S40ET.DWG 9:04 AM 07/20/01 BALBOA c=fl FERRY DETOUR =;> ~ '--l___[_ __ ,-'--_j_ __ JJl:§1 ..I _____ µ__11<11: ll. 1/, 1/, 1/, 1/ JOE E. FOUST 0 _ ___,2,.e02o,c5oc8 _1 Exp. -- OJ ULTIMATE CURB i .,:: 0 2 < ~ 0 .a. BLVD. FERRY DETOUR "-----~ 0 0 OJ i l LJ 11 ! -□ ' - L ~- = 0 r u f ~--------------- LIEGEND o DELINEATOR ,r SIGN ~ FLASHING ARROW SIGN ~ DIRECTION OF TRAVEL TEMP. TYPE Ill BARRICADE AND SIGN <-4 [Z2] OJ rn [I] HIGH LEVEL WARNING DEVICE CONSTRUCTION AREA (THIS PHASE) MAINTAIN ACCESS FOR BUSINESS AND/OR RESIDENTS 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" BUS TURtllNQ TEf!PLATE IOIETOUR GIENIERAL 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 MARKINGS SHALL CONFORM TO THE "STATE OF CALIFORNIA, STANDARD PLANS AND SPECIFICATIONS" , INCLUDING STANDARD PLAN A-20, DETAILS. 3. ALL SIGNS SHALL BE REFLECTORIZED AND STANDARD SIZE. 4. ALL TUBULAR DELINEATORS AND CONES SHALL BE 28" MINIMUM HEIGHT, 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 NIGHT-TIME HOURS. 5. THE CONTRACTOR SHALL MAINTAIN, 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 PLACED PRIOR TO COMMENCING CONSTRUCTION. 7. THIS PLAN IS A CONCEPTUAL PLAN TO BE USED AS A GUIDELINE IN PREPARING THE TRAFFIC CONTROL PLANS. THE TRAFFIC CONTROL PLANS FOR EACH SEPARATE PHASE AND STAGE SHALL BE PREPARED BY A LICENSED TRAFFIC ENGINEER, AND SUBMITTED TO THE CITY 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 TIHE PLACEMENT OF ANY ADDITIONAL DEVICES NECESSARY TO ASSURE SAFETY TO THE PUBLIC AT ALL TIMES DURING CONSTRUCTION. 8. ALL TRAFFIC CONTROL PLANS WILL REQUIRE THAT PEDESTRIAN ACCESS IS MAINTAINED OR PROPERLY DETOURED. pedestrians MUST BE ACCOMMODATED AND STAGE 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 BUSINESS. 10. ALL SIGNS THAT ARE NOT PLACED ON BARRICADES SHALL BE PLACED ON TEMPORARY POSTS, MINIMUM HEIGHT OF 7 FEET, WEIGHTED WITH SANDBAGS. 11. THE CONTRACTOR SHALL PROVIDE FOR BOTH VEHICLE AND PEDESTRIAN ACCESS TO ALL ADJACENT PROPERTIES UNLESS OTIHERWISE 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 CHANGE OVER WILL BE ALLOWED. 13. CONTRACTOR TO PROVIDE TWO MESSAGE BOARDS TO BE LOCATED AT EACH END OF TIHE PROJECT OR AS APPROVED BY TRANSPORTATION MANAGEMENT TO WARN PEOPLE OF THE CONSTRUCTION AND ROAD CLOSED. 14. EXISTING ROAD STRIPING SHALL BE REMOVED BY GRINDING. PAINTING OVER EXISTING STRIPING WILL NOT BE ALLOWED. ~/7 CITY OF NEWPORT BEACH SCALE c::J l . AUS T/111-FOUS T ASSOC/A TE~ 111/C. t-T-HI_S_P-LA_N_I_S_S_IG-NE_D_B_Y_T_H_E _C_IT-Y -0-F -NE_W_P-OR_T_B_E_AC_H_F_O_R_~--+---+--------------+----1 1 " = 50' BALBOA VILLAGE WORK AREA TRAFFIC CONTROL CONCEPT PLAN TRAFFIC ENCJNEERJNC ANO TRANSPORTATION PLANNJNC CONCEPT AND ADHERENCE TO THE CITY STANDARDS AND STIN AVENUE SANTA ANA, CALIFORNIA 92705-7827 REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR 4) 667-0496 FAX (714) 667-7952 DESIGN ASSU TIONS AND ACCURACY. ,-,£-r-DATE: 7-27-0/ UST, RCE 20258 EXPIRE 9-30-01 APPROVED ~o4s: R.E. NO. DATE BY DESCRIPTION DESIGNED JA DRAWN JA APP'D f--------1--------1 f----'---_L_----------------'--tCHECKED DATE REVISIONS PHASE 1 STAGE 4 CITY OF NEWPORT BEACH R-5763-s PUBLIC WORKS DEPARTMENT SHEET 66 OF 96 \ --I • ,.. i--t " f--"' "' ::,: <O: "' <I• I- (I) '" = 7 ;::?' y y [J AFA F;le: 457.006 P2S1DET.DWG 9:08 AM 07 /20/01 ~ ~ ~ □ □ I \ I I I I I I BALBOA I I I I I I I I I I I I \ ---- I ~ I ULTIMATE CURB BLVD. ~ " • s ;, T • □ C ca, //////Ill///~ a °' □ In 0 I-(lJ ::.: z UJ c::i: ~ CJ I ( ! CJ 0 - - - - " 00 --r - - - - - - --0 -------.......... ,.. I I • I D □ If) g I ,, CJ "' I .. --" \ □ D .. '"" □ I -...;;;.,;:r~:'.'d- ' I • I .. ..J r 8 ' - LEGEND o DELINEATOR "ll" SIGN ~ FLASHING ARROW SIGN ---? DIRECTION OF TRAVEL .,_,_ TEMP. TYPE Ill BARRICADE ....-AND SIGN <"" HIGH LEVEL WARNING DEVICE 17771 CONSTRUCTION AREA lLLL:J (THIS PHASE) -POSTED PEDESTRIAN DETOUR . -- • POSTED BICYCLE/SKATERS DETOUR [j] MAINTAIN ACCESS FOR BUSINESS AND/OR RESIDENTS 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. ,. -, a' BUS TURNIIIO TEl.!PLATE DIETOUR GIENIERAL NOTES 1. ALL WORK AND MATERIALS SHALL COMPLY WITH THE "CAL TRANS MANUAL OF TRAFFIC CONTROLS IN CONSTRUCTION AND MAINTENANCE ZONES" , LATEST EDITION. 2. ALL STRIPING AND MARKINGS SHALL CONFORM TO THE "STATE OF CALIFORNIA, STANDARD PLANS AND SPECIFICATIONS" , INCLUDING STANDARD PLAN A-20, DETAILS. 3. ALL SIGNS SHALL BE REFLECTORIZED AND STANDARD SIZE. 4. ALL TUBULAR DELINE A TORS AND CONES SHALL BE 28" MINIMUM HEIGHT, 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 NIGHT-TIME HOURS. 5. THE CONTRACTOR SHALL MAINTAIN, ON A CONTINUOUS BASIS, ALL SIGNS, DELINEA TORS, BARRICADES, ETC.. TO ENSURE PROPER FLOW AND SAFETY OF TRAFFIC DURING CONSTRUCTION. 6. THE CONTRACTOR SHALL HAVE ALL SIGNS, DELINEATORS, BARRICADES, ETC., PROPERLY PLACED PRIOR TO COMMENCING CONSTRUCTION. 7. THIS PLAN IS A CONCEPTUAL PLAN TO BE USED AS A GUIDELINE IN PREPARING THE TRAFFIC CONTROL PLANS. THE TRAFFIC CONTROL PLANS FOR EACH SEPARATE PHASE AND STAGE SHALL BE PREPARED BY A LICENSED TRAFFIC ENGINEER, AND SUBMITTED TO THE CITY 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 DEVICES NECESSARY TO ASSURE SAFETY TO THE PUBLIC AT ALL TIMES DURING CONSTRUCTION. 8. ALL TRAFFIC CONTROL PLANS WILL REQUIRE THAT PEDESTRIAN ACCESS IS MAINTAINED OR PROPERLY DETOURED. pedestrians MUST BE ACCOMMODATED AND STAGE SHALL BE PREPARED BY A LICENSED TRAFFIC ENGINEER, AND SUBMITTED TO DURING CONSTRUCTION. ~-PO:T :CY~LE:SK:rr:s :TO~R - - - - - - - - - - ~\ D D I I I 9. CONSTRUCTION OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER AS TO CAUSE AS LITTLE INCONVENIENCE AS POSSIBLE TO ABUTTING BUSINESS. 10. ALL SIGNS THAT ARE NOT PLACED ON BARRICADES SHALL BE PLACED ON TEMPORARY POSTS, MINIMUM HEIGHT OF 7 FEET, WEIGHTED WITH SANDBAGS. PROHIBIT PARKING ADJACENT TO DETOUR I 11. THE CONTRACTOR SHALL PROVIDE FOR BOTH VEHICLE AND PEDESTRIAN ACCESS TO ALL ADJACENT PROPERTIES UNLESS OTHERWISE DIRECTED BY THE ENGINEER. JOE E. FOUST 20258 Exp. 9-30-01 CIVIL ' \ \ 8 " ' ' - - - I ' I I I 12. EXISTING TRAFFIC SIGNAL CONTROL SHALL BE MAINTAINED AT ALL TIMES. PLACE TRAFFIC SIGNALS ON RECALL DURING CONSTRUCTION. 4 HOURS FOR CHANGE OVER WILL BE ALLOWED. 13. CONTRACTOR TO PROVIDE 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 STRIPING SHALL BE REMOVED BY GRINDING. PAINTING OVER EXISTING STRIPING WILL NOT BE ALLOWED. ~(I CITY OF NEWPORT BEACH SCALE CJl • AUST/Ill-FOUST ASSOCIATE~ /JIIC. 1--T-HI_S_P-LA-N-IS_S_IG-N-ED-BY-TH_E_C_IT_Y_O_F_NE-W-PO_R_T_B_E-AC-H-FO-R----ll----+--l------------l---l 1" = 50' BALBOA VILLAGE WORK AREA TRAFFIC CONTROL CONCEPT PLAN TRAFFIC ENC/NEERING ANO TRANSPORTA T/ON PLANNINC CONCEPT AND ADHERENCE TO THE CITY STANDARDS AND TUSTIN AVENUE SANTA ANA, CALIFORNIA 92705-7827 REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR 7 4) 667-0496 FAX (714) 667-7952 DESIGN ASSU PTIONS ANO ACCURACY. -~~~¥~=-==-===~-=-:::--DATE: 7-27-o/ APPROVED A«r45: R.E. NO. lf[D' ATE DAK BY DESCRIPTION DESIGNED JA DRAWN JA APP'D ,__ ___ __, ____ __, !---~-~------------~---;CHECKED OAK REVISIONS PHASE 2 STAGE 1 CITY OF NEWPORT BEACH R-5763-s PUBLIC WORKS DEPARTMENT SHEET 67 OF 96 . I I f--- v) (/) I <[ "" <r., 1- U) • ,-: Cl) ~ ""' o:r ~II t£. '. ---!:? I I I I I I I I = 7 ~==-,::9' ::9' ::9' ------BALBOA " ·, " ' 3 N-----' [] ~□ ~_L__J__,,,j -~ ~:~ P:D~~TRl:N-:ET:U~---_ -~ PROHIBIT PARKING ADJACENT TO DETOUR I I I I I I I I I I I I I .,: U) I ... - - - AFA Fk 457.006 P2S2DET.OWG 9,09 AM 07/20/01 a ~ ' ''i. • ' " ' I c I r::i e, 0 -- V u~ I Oo "" 0 I I I "' -"' I ~ I ~ -- \,_ C i , " ' " T , ' T cjJ 0 El I ) -- I ULTIMATE CURB , , 11' 0 a b a <> - - / BLVD. OJ D C //I/I/I/I/I/ti ~ ...... L__ _ _J • 0, [ □ □ .,,., ' C □ □ □ .,,., 0 ------------.. .. -...,;;;_ r I 0: I. ► ~ -I ~ ~ J I ~ ~ I • I .. ..J r I a I ,1,~ -J LEGEND 0 DELINEATOR "i1' SIGN ~ FLASHING ARROW SIGN ~ DIRECTION OF TRAVEL . . TEMP. TYPE Ill BARRICADE ~ AND SIGN <-4 HIGH LEVEL WARNING DEVICE [2.2J CONSTRUCTION AREA (THIS PHASE) -. ---. OJ [I] [I) POSTED PEDESTRIAN DETOUR POSTED BICYCLE/SKATERS DETOUR MAINTAIN ACCESS FOR BUSINESS AND/OR RESIDENTS 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. ,. -, .fl I BUS TURNING TEllPLA TE DETOUIR 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 MARKINGS SHALL CONFORM TO THE "STATE OF CALIFORNIA, STANDARD PLANS AND SPECIFICATIONS" , INCLUDING STANDARD PLAN A-20, DETAILS. 3. ALL SIGNS SHALL BE REFLECTORIZED AND STANDARD SIZE. 4. 5 . 6. 7. ALL TUBULAR DELINEATORS AND CONES SHALL BE 28" MINIMUM HEIGHT, 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 NIGHT-TIME HOURS. THE CONTRACTOR SHALL MAINTAIN, ON A CONTINUOUS BASIS, ALL SIGNS, DELINEATORS, BARRICADES, ETC., TO ENSURE PROPER FLOW AND SAFETY OF TRAFFIC DURING CONSTRUCTION. THE CONTRACTOR SHALL HAVE ALL SIGNS, DELINEATORS, BARRICADES, ETC., PROPERLY PLACED PRIOR TO COMMENCING CONSTRUCTION. THIS PLAN IS A CONCEPTUAL PLAN TO BE USED AS A GUIDELINE IN PREPARING THE TRAFFIC CONTROL PLANS. THE TRAFFIC CONTROL PLANS FOR EACH SEPARATE PHASE AND STAGE SHALL BE PREPARED BY A LICENSED TRAFFIC ENGINEER, AND SUBMITTED TO THE CITY 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 DEVICES NECESSARY TO ASSURE SAFETY TO THE PUBLIC AT ALL TIMES DURING CONSTRUCTION. D~DDLJ I I co 00 8. ALL TRAFFIC CONTROL PLANS WILL REQUIRE THAT PEDESTRIAN ACCESS IS MAINTAINED OR PROPERLY DETOURED. pedestrians MUST BE ACCOMMODATED AND STAGE SHALL BE PREPARED BY A LICENSED TRAFFIC ENGINEER, AND SUBMITTED TO DURING CONSTRUCTION. JOE E. FOUST ,_.,,,20"'2s,.,,s_1 Exp 9-.30-01 CIVIL -- - - -- - , ' ' ' ' ' \ □ 8 - - - I I I I I I I 9. CONSTRUCTION OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER AS TO CAUSE AS LITTLE INCONVENIENCE AS POSSIBLE TO ABUTTING BUSINESS. 10. ALL SIGNS THAT ARE NOT PLACED ON BARRICADES SHALL BE PLACED ON TEMPORARY POSTS, MINIMUM HEIGHT OF 7 FEET, WEIGHTED WITH SANDBAGS. 11. THE CONTRACTOR SHALL PROVIDE FOR BOTH VEHICLE AND PEDESTRIAN ACCESS TO ALL ADJACENT PROPERTIES 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 CHANGE OVER WILL BE ALLOWED. 13. CONTRACTOR TO PROVIDE 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 STRIPING SHALL BE REMOVED BY GRINDING. PAINTING OVER EXISTING STRIPING WILL NOT BE ALLOWED. ~I CITY OF NEWPORT BEACH SCALE c:Jl AUST/Ill-FOUST ASSOCIATE~ II/IC. 1-T-H-IS-P-LA_N_IS_S_IG-N-ED-BY-TH_E_CI-TY-◊-F-NE-W-PO_R_T_B_E_AC-H-FO_R _ ___,1----+---+-------------+---l 1" = 50' BALBOA VILLAGE WORK AREA TRAFFIC CONTROL CONCEPT PLAN TRAFFIC ENGINEERING ANO TRANSPORTA T!ON PLANNING CONCEPT AND ADHERENCE TO THE CITY STANDARDS AND REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUM TIONS AND ACCURACY. 2020 NO TUSTIN AVENUE SANTA ANA, CALIFORNIA 92705-7827 TELEt:',Pt,iffijNt.. 7 4) 667-0496 FAX (714) 667-7952 _j~~~I,'/~' =-=-=-=~==--=-=c=--ccc---DA TE, 7-27--0/ UST, RCE 20258 EXPIRE 9-30-01 APPROVED TRAFFIC ENGINEER ~5 R.E. NO. DATE BY DESCRIPTION DESIGNED JA DRAWN JA APP'D ,_ ____ ,_ ___ __, f---.L_ _ __,_ _____________ __,__--!CHECKED DATE REVISIONS PHASE 2 STAGE 2 CITY OF NEWPORT BEACH R-5763-s PUBLIC WORKS DEPARTMENT SHEET 68 OF 96 I I I I / • ~ ~ • T ' , = 7 _=-,~ 7 ~ ~II t£,' --...... • ~ ~ • V MAINTAIN 20' OR PROVIDE FLAGMAN I I \ I I I I I I FERRY DETOUR BALBOA R171- N----' CJ,___ □ ~___L____J_J >--V) V) ::c <I: <=l j;: "' "' ~ <C Q <C H~----- AFA F;le: 457.006 P3S1DET.DWG 9: 10 AM 07 /20/01 i-: "' ~ _, .,: A. ~◊ <) ◊ <0' • D GO a 0 ~S-J 0 a ff § "' 0 "' LEGEND ----------Q otJ 0 0~ r JOE E. FOUST 20258 => 0 FERRY DETOUR )' " 0 0 ° 0 0 Oo • I- i 0 I- (!J 2 -"' <IC ~ 0 I ) 12 00 Q 0 tJ Q 0 0 0 T 0 " ..-----. ..-----. ' ' I~ .II. R DETOUR )' 1rs--::--l---r • I-(/) 2 -<C :al -+--i.---o i i 11 II c t, ' 00 0 • D ////////////~ . • ' □ □ .. J 0 □ C L__ _ _J '°' [ □ .. □ '( r ii' 0 O DELINEA TOR "il' SIGN ~ FLASHING ARROW SIGN ~ DIRECTION OF TRAVEL ..,__,_ TEMP. TYPE Ill BARRICADE .....-AND SIGN <"' HIGH LEVEL WARNING DEVICE 17777 CONSTRUCTION AREA lLLL1 (THIS PHASE) IT] [I] [I] MAINTAIN ACCESS FOR BUSINESS AND/OR RESIDENTS PROVIDE PEDESTRIAN/BICYCLE/SKATERS ACCESS (MIN 6' CLEARANCE'S) PULL BACK WORK AREA TO ALLOW FOR OCTA BUSES TO COMPLETE TURN MOVEMENTS. CONSTRUCT/ON IN THE PULL BACK AREAS SHALL BE AT A TIME WHEN THERE ARE NO BUSES OR FLAGMEN PROVIDED TO ASSURE SAFE TURNING. DETOUR GENIER.AL NOTES 1. ALL WORK AND MATERIALS SHALL COMPLY WITH THE "CAL TRANS MANUAL OF TRAFFIC CONTROLS IN CONSTRUCTION AND MAINTENANCE ZONES" , LATEST EDITION . 2. ALL STRIPING AND MARKINGS SHALL CONFORM TO THE "STATE OF CALIFORNIA, STANDARD PLANS AND SPECIFICATIONS" , INCLUDING STANDARD PLAN A-20, DETAILS. 3. ALL SIGNS SHALL BE REFLECTOR/ZED AND STANDARD SIZE. 4. ALL TUBULAR DELINEA TORS AND CONES SHALL BE 28" MINIMUM HEIGHT, 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 REFLECTOR/ZED SLEEVE, IF USED DURING NIGHT-TIME HOURS. 5. THE CONTRACTOR SHALL MAINTAIN, ON A CONTINUOUS BASIS, ALL SIGNS, DELINEATORS, BARRICADES, ETC., TO ENSURE PROPER FLOW AND SAFETY OF TRAFFIC DURING CONSTRUCT/ON. 6. THE CONTRACTOR SHALL HAVE ALL SIGNS, DELINEATORS, BARRICADES. ETC .. PROPERLY PLACED PRIOR TO COMMENCING CONSTRUCTION. 7. THIS PLAN IS A CONCEPTUAL PLAN TO BE USED AS A GUIDELINE IN PREPARING THE TRAFFIC CONTROL PLANS. THE TRAFFIC CONTROL PLANS FOR EACH SEPARATE PHASE AND STAGE SHALL BE PREPARED BY A LICENSED TRAFFIC ENGINEER, AND SUBMITTED TO THE CITY 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 DEVICES NECESSARY TO ASSURE SAFETY TO THE PUBLIC AT ALL TIMES DURING CONSTRUCTION . 8. ALL TRAFFIC CONTROL PLANS WILL REQUIRE THAT PEDESTRIAN ACCESS IS MAINTAINED OR PROPERLY DETOURED. pedestrians MUST BE ACCOMMODATED AND STAGE 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 BUSINESS. 10. ALL SIGNS THAT ARE NOT PLACED ON BARRICADES SHALL BE PLACED ON TEMPORARY POSTS, MINIMUM HEIGHT OF 7 FEET, WEIGHTED WITH SANDBAGS. 11. THE CONTRACTOR SHALL PROVIDE FOR BOTH VEHICLE AND PEDESTRIAN ACCESS TO ALL ADJACENT PROPERTIES 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 CHANGE OVER WILL BE ALLOWED. DDDDDDO 8 13. CONTRACTOR TO PROVIDE 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. D 14. EXISTING ROAD STRIPING SHALL BE REMOVED BY GRINDING. PAINTING OVER EXISTING STRIPING WILL NOT BE ALLOWED. ~ = /1 CITY OF NEWPORT BEACH SCALE AUSTIJll·Ff'UST ASSOCIATES. IJII(', 1-----------=..::......:___ ___ r-,-t--------t--i 1" --so' V , 11 ~. THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR BALBOA VILLAGE WORK AREA TRAFFIC CONTROL CONCEPT PLAN TRAFFIC £NCIN££RINC ANO TRANSPORTATION PLANNINC CONCEPT AND ADHERENCE TO THE CITY STANDARDS AND S1 N AVENUE SANTA ANA, CALIFORNIA 92705-7827 REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR ) 667-0496 FAX (714) 667-7952 DESIGN ASSU TIONS AND ACCURACY. ::;f(,-4'-DATE: 7-z?-ol APPROVED T, RCE 20258 EXPIRE 9-30-01 Mo4.s R.E. NO. ~I DAE DATE BY DESCRIPTION DESIGNED JA DRAWN JA APP'D ,___ ___ __,_ ____ _, i---~-~------------~----,CHECKED DATE REVISIONS PHASE 3 STAGE 1 CITY OF NEWPORT BEACH R-5763-S PUBLIC WORKS DEPARTMENT SHEET 69 OF96 = 7 ~--=--.:9' / / ~II L£0 I ---...9 ---........ • ~ • • " MAINTAIN TWO-WAY TRAFRC ONE 1 O' LANE WITH FLAGGER OR TWO 10' LANES NO FLAGGER DURING NON-WORKING HOURS TEMP. STRIPING INCLUDES LIMIT i:tN£$.._,l,~STOP'S , ... "' ~ .., <lg' I I I I I I I BALBOA N------' [] ~□ ~_i__J,..,.,.j □ AFA FHe: 457.006 P3S20ET.DWG 9:11 AM 07/20/01 i-: "' a ... cC Q. ' • • " Cia □ ff u 0 ----------0 Or::; 0 0 ° 0 0 0 ., i-: r t i \---______., ,, ➔ CJ::> ----· ~ G I , , ➔ ' 00 - - -- 0 "" 0 " -- ' 00 i-: "' i t BLVD. □ C //I/I/I/Ill/~ □ 0 ~~ [i IJ " □ ! (,-,°'""'TAIN TWO-WAY TRAFFIC r 0 ONE 1 O' LANE WITH FLAGGER AND TWO 1 o• LANE NO FLAGGER DURING NON-WORKING HOURS LEGEND 0 DELINEA TOR "ll" SIGN ~ FLASHING ARROW SIGN ---? DIRECTION OF TRAVEL +3+ r~~p Sl~'{f'E Ill BARRICADE <"' HIGH LEVEL WARNING DEVICE V777 CONSTRUCTION AREA lLLLJ (THIS PHASE) OJ 0 IT] MAINTAIN ACCESS FOR BUSINESS AND/OR RESIDENTS 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. 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 MARKINGS SHALL CONFORM TO THE "STATE OF CALIFORNIA, STANDARD PLANS AND SPECIFICATIONS" , INCLUDING STANDARD PLAN A-20, DETAILS. 3. ALL SIGNS SHALL BE REFLECTORIZED AND STANDARD SIZE. 4. ALL TUBULAR DELINEATORS AND CONES SHALL BE 28" MINIMUM HEIGHT, 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 NIGHT-TIME HOURS. 5. THE CONTRACTOR SHALL MAINTAIN, ON A CONTINUOUS BASIS, ALL SIGNS, DELINEA TORS, BARRICADES, ETC., TO ENSURE PROPER FLOW AND SAFETY OF TRAFFIC DURING CONSTRUCTION. 6. THE CONTRACTOR SHALL HA VE ALL SIGNS, DELINEA TORS, BARRICADES, ETC., PROPERLY PLACED PRIOR TO COMMENCING CONSTRUCTION. 7. THIS PLAN IS A CONCEPTUAL PLAN TO BE USED AS A GUIDELINE IN PREPARING THE TRAFFIC CONTROL PLANS. THE TRAFFIC CONTROL PLANS FOR EACH SEPARATIE PHASE AND STAGE SHALL BE PREPARED BY A LICENSED TRAFFIC ENGINEER, AND SUBMITTED TO THE CITY 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 DEVICES NECESSARY TO ASSURE SAFETY TO THE PUBLIC AT ALL TIMES DURING CONSTRUCTION. 8. ALL TRAFFIC CONTROL PLANS WILL REQUIRE THAT PEDESTRIAN ACCESS IS MAINTAINED OR PROPERLY DETOURED. pedestrians MUST BE ACCOMMODATED AND STAGE SHALL BE PREPARED BY A LICENSED TRAFFIC ENGINEER, AND SUBMITTIED TO DURING CONSTRUCTION. 9. CONSTRUCTION OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER AS TO CAUSE AS LITTLE INCONVENIENCE AS POSSIBLE TO ABUTTING BUSINESS. 10. ALL SIGNS THAT ARE NOT PLACED ON BARRICADES SHALL BE PLACED ON TEMPORARY POSTS, MINIMUM HEIGHT OF 7 FEET, WEIGHTED WITH SANDBAGS. 11. THE CONTRACTOR SHALL PROVIDE FOR BOTH VEHICLE AND PEDESTRIAN ACCESS TO ALL ADJACENT PROPERTIES UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 1100 1200 0 12. EXISTING TRAFFIC SIGNAL CONTROL SHALL BE MAINTAINED AT ALL TIMES. PLACE TRAFFIC SIGNALS ON RECALL DURING CONSTRUCTION. JOE E. FOUST D D D D D D g l D □ D 4 HOURS FOR CHANGE OVER WILL BE ALLOWED. 13. CONTRACTOR TO PROVIDE TWO MESSAGE BOARDS TO BE LOCA TIED AT EACH END OF THE PROJECT OR AS APPROVED BY TRANSPORTATION MANAGEMENT TO WARN PEOPLE OF THE CONSTRUCTION AND ROAD CLOSED. 14. EXISTING ROAD STRIPING SHALL BE REMOVED BY GRINDING. PAINTING OVER EXISTING STRIPING WILL NOT BE ALLOWED. ~II CITY OF NEWPORT BEACH SCALE e.:J l AUS T/111-FOUS T ASSOC/A TE~ II/IC. i--T-H-IS_P_L_AN-1s_s_1G-N-ED_B_Y_T_HE-c1-TY-oF-NE_w_P_oR_T_B_E_A_CH-Fo_R _ _,i----t--1-----------------r----1 1 " = 50' BALBOA VILLAGE WORK AREA TRAFFIC CONTROL CONCEPT PLAN TRAFF I c EN c IN EE RI N c AN o TRANS PORTA Tl o N PLAN NIN C CONCEPT AND ADHERENCE TO THE CITY STANDARDS AND TU CflN AVENUE SANTA ANA, CALIFORNIA 92705-7827 REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR .4) 667-0496 FAX (714) 667-7952 DESIGN ASSUMPTIONS AND ACCURACY. --'.:::,:;b~~c-=c=--==~==--:c---=c-::-:--DATE: 7-Z ?-o/ APPROVED _f}.,1'11Mf/llt~ ::;J;l045 l'(~C ENGINEER R.E. NO. '(pt TE DATE BY DESCRIPTION DESIGNED JA DRAWN JA APP'D 1----------t-------l t---~-~------------~-----tCHECKEO DATE REVISIONS PHASE 3 STAGE 2 CITY OF NEWPORT BEACH R-5763-s PUBLIC WORKS DEPARTMENT SHEET 70 OF 96 REFER TO NOTE "B" BELOW---- WATER PRESSURE CALCULATIONS POC NUMBER! A POC SIZE 1 " HYDRAULIC GRADE LINE N/A POC ELEVATION N/A ELEVATION DIFFERENCE N/A STATIC PRESSURE PSI) 65 REMOTE CONTROL VALVE # A10 REMOTE CONTROL VALVE SIZE 1 " R.C.V. DEMAND (GPMl 16 TOTAL DEMAND (GPMJ 16 MAIN 12' BACK R.C.V. ELEVATION -STATIC PRESSURE AT R.C.V. 30 OF CF. SIZE DESCRl~TION PSI LOSS • 1 " SERVIC8 LINE 1 2.9 PSI \ 1" WATER METER 3 1 .4 PSI 1 ., BACKFLOW PREVENTER 4 12.0 PSI p 2" GATE/BALL VALVES 5 0.5 PSI 11 /4" MASTER CONTROL VALVE 6 1.5 PSI I 2" 600 FEET OF MAINLINE: TYPE "K" COOPER 7 1.9 PSI FEET OF MAINLINE: TYPE 8 0 PSI I" REMOTE CONTROL VALVE 9 2.5 PSI 71' 11' 2· 27' - - - - - - - - - --- - _<f=-=-=-=-=-=-====-=:-::.._=-=:-;=~~:-:::::::--':..!__-----,j< 5 10% LATERAL LINE LOSS 10 2.0 PSI 11 00 12 00 10% FITTING LOSS 11 2.5 PSI 0 ELEVATION CHANGE (P.O.C. TO HIGHEST HEAD) 12 0.0 PSI TOTAL SYSTEM PRESSURE LOSS (SUM OF #1 THRU 1/12) 13 27.2 PSI PRESSURE REQUIRED AT HEAD 14 25.0 PSI OUT TOTAL PRESSURE REQUIRED (SUM OF #13 AND # 14) 1 • 52.2 PSI STATIC WATER PRESSURE CFROM ABOVE) 16 65.0 PSI RESIDUAL PRESSURE (SUBTRACT # 15 FROM # 16) 17 12.8 PSI • SET PRV OR MCV AT 1# 15 PLUS 10 PSI) 18 0,0 PSI PRESSURE BOOST IF REQUIRED Cfll 5-#16 + 20 PSI) 19 0.0 PSI LIMIT OF WORK NOTE B: PALM ST. >: Ill NOTE A: POC 'A' IS A 1" DOMESTIC WATER METER WITH A " SERVICE LINE. VERIFY SIZE, LOCATION, AND PRESSURE, IN FIELD, WITH CITY'S AUTHORIZED REPRESENTATIVE CONTRACTOR SHALL PROVIDE IRRIGATION MAINLINE STUB-OUT WITHIN ADJACENT PLANTER AT THE LIMITS OF WORK FOR FUTURE ADJACENT IRRIGATION IMPROVEMENTS CONNECTION. CONTRACTOR SHALL ROUTE A lWO ADDITIONAL COMMON WIRES AND lWO CONTROL WIRES FROM CONTROLLER 'A' 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 STUB-OUT LOCATIONS AND LAYOUT IN FIELD WITH CITY'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. PRIOR TO COMMENCING WORK. STATIC PRESSURE DESIGN PRESSURE MAXIMUM DEMAND 65 PSI 52 PSI 16 GPM NOTE: MAINLINE SHOWN WITHIN PAVING FOR CLARllY 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. LANDMARK TOWER r--bEE SEPARATE EXHIBIT FOR ELEVATION REFER TO SHEET 74 FOR PRECISE CONTROLLER LOCATION AND MODEL NUMBER REFER TO NOTE "A" ABOVE !:,' 12' SEE SHEET 7 4 w REFER TO NOTE "B" AT LEFT \ 1 l 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. r-----VALVE NUMBER 35--.G.P.M. ~---,-----vALVE SIZE St"'Jrionov • I],, Aoooclatoo, Inc. lrrlaatlon Poalan a. Oonoultln 38730 Okr Ccnron Drtto, Buffo ~ • ,t•~;•~~ l.1unbl<I, CA 02503 : j Pb. 000'401-0030 Fox. 000-481-CIBGO• • • E.mc!!: lc==i~1Cocrlhllnk.no, -f "o 1 1 o-. PHASE 3 WASHINGTON ST. (NORTH) SEE SHEET 75 32' SEE SHEET 80 FOR IRRIGATION; LEGEN SEE SHEET 81 FOR IRRIGATION DETAIL w ~ I a.. >: co !:,' 7 12' &I' 13~f,.ST BALBOA 20 10 0 MAIN 1:2' BACK OF CF. -----MOVED CR0551NG 20 40 PREPARED BY : Expiration Oote Date --------------8 NUVJIS LANDSCAPE ARCHITECTURE AND PLANN1t18 FX: 71l.75l.73l6 PH: 71L75L7311 -~;----r 16 00 17 00 2" .a;:::::::~ -=yf;:/½_) '-----+--___,, .____J IJ.~= REFER TO NOT "B" ABOVE---1f-"°7 ~ ~~ 42• sD'-"'' u ,,.,•-e.· ~ PHASE .,j<--.---=:::----,/'---"':c....c;;_-,!'--"'--'--ir MAIN ST. SEE SHEET76 CITY OF NEWPORT BEACH REVISIONS PROFILE SCALES 1--------------------, NO. DATE BY 1-'--'-.:..:J....:::.:.Cc:.=.-j--t--------------r-----, 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 PLAN SCALE 1 • = 20' DESIGNED BY: DRAWN BY: 1---l--~f----+-----------t----j 1----1----+--t-------------i-------J CHECKED BY: DATE : • • . ' . . . • -U ii II iii I ii ii II itil'.'1(] , I I II 1111111111111111111111111 11111111111111111\II I I I I IHII ,> KEVMAP :..J RECORD DRAWINGS BALBOA BOULEVAR IRRIGATION·· .• ~LANS FROM\13+00 TO 18+o0 CITY OF NEWPORT BEACH, PUBLIC WORKS DEPARTMENT . . SH~ET 7l· • F 96 ', ... _, I ' . I I I I . ! I I I I I ./r--------------------------------------------------------------------------------------, IRRIGATION NOTES 1 ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. 2 THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE CITY'S REPRESENTATIVE. 3 THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK. 4 THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK. 5 THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TO BE INSTALLED WITHIN PLANTING AREAS. 6 DO NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS WERE PREPARED. ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE CITY'S REPRESENTATIVE PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE CITY. 7 INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. B ACTUAL LOCATION FOR THE INSTALLATION OF THE BACKFLOW PREVENTER AND THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE FIELD BY THE CITY'S AUTHORIZED REPRESENTATIVE. 9 CONTRACTOR IS TO PROVIDE AN ADDITIONAL PILOT WIRE TO THE END OF THE MAINLINE RUN IN TWO DIRECTIONS FROM THE CONTROLLER. 10 ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE TWICE THE DIAMETER OF THE PIPE CARRIED. ALL WIRE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE THE SIZE REQUIRED TO EASILY PULL WIRE THROUGH. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE SLEEVING DETAILS. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING. 11 ALL QUICK COUPLER VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. ALL QUICK COUPLER VALVES TO BE INSTALLED AS SHOWN ON THE INSTALLATION DETAILS. INSTALL ALL QUICK COUPLER VALVES WITHIN 18" OF HARDSCAPE. 12 ALL HEADS ARE TO BE INSTALLED WITH THE NOZZLE, SCREEN AND ARCS SHOWN ON THE PLANS. ALL HEADS ARE TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE. THIS INCLUDES, BUT NOT LIMITED TO, ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT SCREW, REPLACEMENT OF PRESSURE COMPENSATING SCREENS, REPLACEMENT OF NOZZLES WITH MORE APPROPRIATE RADIUS UNITS AND THE REPLACEMENT OF NOZZLES WITH ADJUSTABLE ARC UNITS. 18+00 Y. : I .. 20 10 0 20 40 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. 19+00 PREPARED BY c:?::: -~ NUVJLS LANDSCAPE ARCHITECTURE AND PLANNING FX: 714.754.7346 PH: 714.754.7311 20+00 CITY OF NEWPORT BEACH LANDSCAPE MEDIAN ,-----1 IRRIGATION BY THE CITY OfF NEWPORT !BEACH REVISIONS .. 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 1-1/2 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 lATERAI. LINES PER PIPE SIZING CHART IN NO INSTANCE SHALL PIPE SIZE EXCEED DESIGNAlID GPM RANGE. ~----VALVE NUMBER ~ ---G.P.M. ~ ~----VALVE SIZE Swoonoy C. Aoooclotoo, Inc. lr-rlaatlon Doalan G. Oonoult:lng =~1:!AO~-= Drlvo, 8trl!e O fo•~•~~ Pit. 808-481-8830 Fu. 808-48!-8850 • • E-mdi lswoom,y1oearthlilk.not -t "0 1 1 o If. SIEIE SHIEIET 80 IFOR! IR!Rl!GATION LIEGIEND SIEIE SHIEIET 81 IFOR! IRRIGATION DIETAILS -- rn IJI-.J'-J,..LJ~-, . . .. , I _ .,· 0 'Olffi□[]· .·e=-11 G111ll11 ii 111111 I 11.i.1.[ill PROF! LE SCALES • 11111111111111111 11111111111111111111111 II II II 11111111111 II I IIIIIIIIIIIH II KEYMAP C-3333 1-----------------------1 NO. DATE BY APPROVED HORIZONTAL BALBOA BOULEVARD IRRIGATION PLANS 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(/~~ PlJBLlCOl(S DEPT. cK,=°J-v\ DATE t----t----t--+--------------;-------i PLAN SCALE 1" = 20' DESIGNED BY: DRAWN BY: t----t----t--+--------------;-------i CHECKED BY: DATE : FROM 18+00 TO 19+94.03 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5763-S SHEET 72 OF 96 j ,, PHASE 3 rr WASHINGTON STREET·· SEE SHEET 75 20 10 0 PREPARED BY : 20 40 NUVKS LANDSCAPE ARCHITECTURE AND PLANNING FX: 714.754.7346 PH: 714.754.7311 SE 3 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. APPROVED c5o -0>: o \ DATE REVISIONS NO. DATE BY PIPE SIZING CHART OTOS GPM 3 i 4' SCH. 40 PVC PIPE 5 TO 10 GPM 1' SCH. 40 PVC PIPE 10 TO 15 GPM 1-114' SCH. 40 P\IC PIPE 15 TO 20 GPM 1-f72' SCH. 40 PVC PIPE 20 TO 30 GPM 2• SCH. 40 P\IC PIPE 30 TO 45 GPM 2-112' SCH. 40 P\IC PIPE 45 TO 95 GPM 3' SCH. 40 PVC PIPE NOTE: CONTRACTOR SfWL SIZE All LATERAL LINES PER PIPE SIZING Cfl/\RT. IN NO INSTANCE SfWL 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 COMMENCING WORK. ----'VALVE NUMBER ~--G.P.M. '\JIT ........ . '------'VALVE SIZE Swoonoy 1k Aeeoclatoo, Inc. Irrigation Design a.. Conaul1:Jng 38730 Sky Canyon Drive, Sllto C :,,•••~•?~ Mrrfsta. OA 92683 j t I ' ; . : Ph. 909-.48Hl830 Fu. 009-48HlB50 • • • E-md lt,weeneylaamth."llknat -f tt O 1 1 o"' SIEIE SHIEIET 80 f'OIRI !IRIIFUGATIOINI llEGIEND SIEIE SHIE!El 81 IFOIRI IRR~GAT~ON DIE1A~LS KEYMAP PROFILE SCALES APPROVED HORIZONTAL PLAN SCALE 1" = 20' C-3333 EAST BAY AVENUE IRRIGATION PLANS FROM 2+50.10 TO 6+40 f---+----1-----1-------------+----l DESIGNED BY: DRAWN BY: CITY OF NEWPORT BEACH R-5763-S f---+--+---+------------+----l CHECKED BY: DATE : PUBLIC WORKS DEPARTMENT SHEET73 OF 96 a 8+00 10+00 PHASE 1 EAST BALBOA BLVD. SEE SHEET 71 \ PHASE 1 \ \.1 EAST BALBOA BLVD~ \\ SEE SHEET 71 • ' •• 20 10 0 20 9+00 11+00 ·~lcrEJ -;.,.. . ll ~REFER TO NOTE "C" ABOVE RIGHT 40 10+00 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 PHASE 1 EAST BALBOA BLVD. SEE SHEET 72 0 CONNECT VALVE A12 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. PHASE 1 ~ EAST BALBOA BLVD. PREPARED BY : SEE SHEET 72 12+00 13+00 PHASE 3 EAST BAY AVE. SEE SHEET 73 === f--+-+---l-+-lf--+-!-J NUVJlS LANDSCAPE ARCHITECTURE AND PLANNING FX: 714.754.7346 PH: 714.754.7311 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~a. PUUCWORKS DEPT. C?;,D:'ro\ DATE • 14+00 REVISIONS NO. DATE BY 0 TO 5 5 TO 10 10 TO 15 15 TO 20 20 TO JO 30 TO 45 45 TO 95 NOTE: 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 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 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 POC 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 PIPE SIZING CHART ~--G.P.M. GPM J/4" SCH. 40 PVC PIPE ----1VALVE SIZE GPM 1" SCH. 40 PVC PIPE GPM 1-114' SCH. 40 PVC PIPE GPM 1 1 12· SCH. 40 PVC PIPE GPM 2 SCH. 40 PVC PIPE St-.roonoy C. Aaaoclatoa, Inc. Irrigation Ooalgn a. Conoultlng GPM 2-112' SCH. 40 PVC PIPE GPM 3' SCH. 40 PVC PIPE CONTRACTOR SHALL SIZE ALL LATERAL LINES PER 38730 Sky Canyon Orm,, 8ulto C :t•, .. •;••~ t.brleta, CA 92603 "" ;i _•,;[ : o .. <: f£fcl,; -~ ~ Pil. 809-4111-6830 Fax. 80H81-fl850 , • PIPE SIZING CHARr, IN NO INSTANCE SHALL PIPE SIZE EXCEED DESIGNATED GPM RANGE. E-m11.Ili lawocney1owthlln!tnat ,. & 0 1 1 o • SIElE SIHIIEIET 80 FOR IRIRUGATION llEGIEND SlElE SIHIIEIET 81 FOIRI IRIR!IGATION DIET.AILS PROFILE SCALES APPROVED HORIZONTAL PLAN SCALE 1" = 20' KEYMAP C-3333 PALM STREET IRRIGATION PLAN FROM 10+00 TO 14t40 r--+--+--1---------------+-----l DESIGNED BY: DRAWN BY: CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5763-S SHEET74 OF 96 l----l---+--1---------------+-----l CHECKED BY: DATE : PHASE 2 11+00 12+00 REFER TO NOTE "B" ABOVE 20 10 0 20 40 8+00 PHASE 3 WASHINGTON ST. SEE BELOW 13+00 PREPARED BY : 9+00 d > -' 'I'"' CCI'- NUVKS LANDSCAPE ARCHITECTURE AND PLANNING fX: 714.754.7346 PH: 714.754.7311 10+00 I I RESTROOM BUILDING ENLARGEMENT SCALE 1/8D=f-O' 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. NO. DATE REVISIONS BY OT05 5 TO 10 10 TO 15 15 TO 20 20 TO 30 30 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 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 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 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: 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 3/4 SCH. 40 PVC PIPE GPM 1" SCH. 40 PVC PIPE GPM 1 114• SCH. 40 PVC PIPE '-----'VALVE SIZE 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 Sweaney l't Aooocloteo, Inc. Irrigation Doelgn a.. Coneult:lng CONTRACTOR SHALL SIZE ALL LATERAL LINES PER 39730 8lcy Canyon Drlvo, Slilo C :,,~0 •~\ PIPE SIZING CHART, IN NO INSTANCE SHALL PIPE SIZE EXCEED DESIGNATED GPM RANGE. Murrieta. CA 92683 '!, - I it''>'. : Ph. OOll-48Hl830 Fax. 909-40HIBS0 , • E-mell, laweeneyToearth!lt1<.Mt "' "0 1 , o ~ SEE SHEET 80 FOR IRRIGATION LEGEND SEE SHEET 81 FOR IRRIGATION DETAILS • 1111111111111111111 • II llllll 111111111111111 I I IIII IIIIIIIIIIIIIIIIIIIIIIIIIHII KEYMAP PROFILE SCALES APPROVED HORIZONTAL PLAN SCALE 1· = 20' C-3333 WASHINGTON STREET IRRIGATION PLAN FROM 10+00 TO 13+18 APPROVE(y~ C9o-o:::Zo\ 1----t----+--l---------------l-------l DESIGNED BY: DRAWN BY: CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5763-S SHEET 75 OF 96 PUBLIC w RKSDEPT. DATE l---+--+--l---------------1-------l CHECKED BY: DATE : 8+00 10+00 REFER TO NOTE "B" ABOVE 20 11+00 10 PHASE 3 EAST BAY AVE. SEE SHEET 73 0 20 r - I r•• N- I--L-~ 11== ~-, . ' 40 9+00 REFER TO NOTE "A" ABOVE 16 12+00 PREPARED BY 10+00 j /_.,,_, CJZJ..,1 ·----~,,,; NUVJIS LANDSCAPE ARCHITECTURE AND PLANNING fX: 714.75C7346 PH: 714.754.7311 13+00 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. APPROV(oy~~ b-c- PUBIJCW()Ks DEPT. Cm ::'.OTO l DATE REVISIONS NO. DATE BY OT05 5 TO 10 10 TO 15 15 TO 20 20 TO 30 30 TO 45 45 TO 95 N01E: 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 A10 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 A7 THROUGH A9 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: 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 C.P.M. PIPE SIZING CHART GPM 3/4" SCH. 40 PVC PIPE GPM 1" SCH. 40 PVC PIPE ~---~VALVE SIZE GPM 1 114" SCH. 40 PVC PIPE GPM 1-1 12" SCH. 40 PVC PIPE GPM 2" SCH. 40 PVC PIPE Sweeno11 0. Aaooclateo, Inc. 1rr1gatlon Doolgn a. Conoultlng GPM 2-112· SCH. 40 PVC PIPE GPM 3" SCH. 40 PVC PIPE CONTRACTOR SHALL SIZE ALL LATERAL LINES PER o••~• • '••,• 38730 Sky Canyon Drive. Suite C f : . _ •~ Murrbta. CA 82583 ~ -~ t.~~l,,'1; : PIPE SIZING CHART, IN NO INSTANCE SHALL PIPE SIZE EXCEED DESIGNATED GPM RANGE. Ph. ll09-48H!8SO Fox. fl09--18H3B60 , , E-maila bn-wecneytoearthfin:t.nat • t1 0 1 i: o ~ SIEIE SHIEIET 80 !FOR ilRRIGATION ILIEGIENIO SIEIE SHIEIET 81 IFOIRI IIRIIRIIGATION IOIETAIILS PROFILE SCALES APPROVED HORIZONTAL PLAN SCALE 1" = 20' 11111111111111111111111111111 1111111111111111 II 1111 ll lH II KEYMAP :..J C-3333 MAIN STREET PLANTING PLANS FROM 10+00 TO 14+80 l---+--+-+------------+-----1 DESIGNED BY: DRAWN BY: CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5763-S SHEET]6 OF 96 1---+----t---1---------------l------1 CHECKED BY: DATE : J T T == 11 11 IJ11--- II11--- ll,1--- 11 JJ11--- JJ11--- 1111--- 1111--- 11 11 3/4"11,----- 1111--- ll11--- __ ,, I I I II i. I 111 4 I I -_3/f_ _ - --1----- r--.---r--1 -------J/ • I ---1'--- • 1· I u I - ! I U REFER TO NOTE ) AT RIGHT \ n \ I r I -·v / / / V • ,. I lW,111, • }5!1 r,,_-+--t---1~--+-__ -_-+--+-------l----!IH-+--t--t--i---+--+-------J--+--+_---t---l--+--i--_-+-_-+----1~ ti . , 34 / B3\ \ 111/j \ 1.5'1\ \j 11( --\ I ( • " "' r-- 1 I 11 I 11114• I 11 1---- - -f-----"s 1' ------3/ 0 <( (Q \ ';,, V"=" 4 4 Iii• ,, . • '/ / I l---+--+----l--l--t---+-+----¾H--+-t---+--+----l--1--t--t-+-_----i--l--t--+-l--+----i~ I 11 11 11 I 11112· 11 11 r----- - - 11/ ' -·I---- - -r----7 -3/ I 11/2' I 11 25 / BB\ 11 -- 21 / 87\ \ 1· '\ I \ 1' / \ 111/2' ~:0-.:.-t -- r· r----MAIN 12' BACK C.F. ----~ 21 / B5' -~ \ 1" I ~ \I'° l~~V I 1 31 281 1,a• Ii 41' 2 . -" 1 ' 3 1 ~l _#1' I I ,;._, l,1<-..,~--;/~-l---¼--~-+---14" --f"'--------l-----,il'-=+,!9--,tf---J----\l---f---f:=~-f-2--11/~~-~l< .ml~ I I NOTE A: 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: INSTALLE:D 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 OTHE:R OBSTACLE:$ TYP. NOTE:: CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VE:RTICAL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE. HYDRANTS, E.TC. VE.Rf PY ALL HE.AD LAYOUT WITH CITY'S AUTHORIZED REPRESENTATIVE. PRIOR TO COMMENCING WORK. PIPE SIZIN CHART OT05 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 1-1/2" SCH. 40 PVC PIPE 20 TO 30 GPM 2· SCH. 40 PVC PIPE 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 LATERAL LINES PER PIPE SIZING CHART, IN NO INSTANCE SHALL PIPE SIZE EXCEED DESIGNATED GPM RANGE. .----~VALVE NUMBER 35 --<G.P.M. <---+-- '----VALVE SIZE St"Joonoy Li AoooclGtoo, Inc. lrrlaatlon Doelgn A Conoultlng 38730 Sky ccn,.. Drlva, Bullo C :·0·2l;·?-! t!lmbt&I, CA 0203 j : Ph. D0D-401-0D30 Fox. 0OG-4111.QOUO, • , I:•~ IDWOney100::rtht:nk.not -.of .u D 1 1 o 4 SEE SHEET 80 FOR IRRIGATION LEGEND SEE SHEET 81 FOR IRRIGATION DETAILS . I ~ =======c=>=•=='1 == C:::::, =!i = = = = ::::, - ~;:~ •·•• •, 3/4' ~ • f••J/4:• 1• :::. • 31 • A • - 1~-4.. ( J 3{4' ~,, J, J,, I.,.,_ ,_..L--<1P,L.i-. .. ll!,, l-1 1..., 1...,_1_.,,,1 ~-• j 1 .. 11 L. ~I .. 1..., 7J, 11..,11~J,,11ll((j )II''( ' --"'"""--,II~~ -i::::::::.J ~c:.=;J ----..ii --r-!::::i oc:::::J c:::::J, c:::::J• -~ .,__ i~ m· b 1 Qj ' / -._;;f" .N)-,l!====-r--17 20 10 o 20 40 PHASE 1 PARKING LOT -EAST Q / <& -~ .> ;.....I "" ..., Cu <"> °' -~---_, Signature {:C Expiration Date /; Date f OF C~\. SEE SHEET 78 PREPARED BY : CZ: SJ NUVKS LANDSCAPE ARCHITECTURE AIID PLANNIIIQ fX: 714.754.7346 PH: 714.754.7311 ! I -~ --PHASE 2 a PALM STREET SEE SHEET CITY OF NEWPORT BEACH t--------------------1 NO. DATE BY REVISIONS PROFILE SCALES 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. t---t----l--+------------+----l APPROVED PUBLIC WORKS DEPT. DATE PLAN SCALE 1 • = 20' t---t----l--+------------+----l DESIGNED BY: DRAWN BY: t---t------,l---t------------1-----l CHECKED BY: DATE : 111111111111111111111111H 11 :..J KEYMAP C-3333 RECORD DRAWINGS PARKING AREA -WEST IRRIGATION PLANS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5763-S SHEET 77 OF 96 L a a u a- ll--- •wv SMHO L 1~~ n _,...:;;1/ u _,...:;; 1/ -_,...:;; 1/ 11...-:..---1/ 1/ a M IN 35 ----REFER TO NOTE "C" BELOW-----+-~ C I B 6 6 B B B B B 6 I) REFER TO NOTE "B" BELOW INSTALL 1" PVC SCH. 40 CONDUIT IN PARKING LOT. TRENCH 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 CITYS AUTHORIZED REPRESENTATIVE. 21/2' 11 II II,. II II II 18' 6ACK OF CUR6 40 24 6'a' 21' 46' OCTA/TOUR BUS LA YOV OTE A: OC 'B' IS A 11 2" D MES IC W ER RES URE, IN Fl LD, 1TH C TY'S UTH TATI PRE SUR DESIGN PRESSURE MAXIMUM DEMAND NOTE B: ETER WITH A 2" SERVI E LI E. V RIZED REP ESEN ATIVE PRIO TO 65 P I 58 PSI 42 GPM 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 ELECTRICA POC SHALL BE CONFI MED WITH CITY'S AUT ORIZ D REPRESE TATIV PRIO TO OMM NGIN WO K. NOTE 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 INSTALLED AND ROUTED BACK TO PROPOSED CONTROLLER TO FACILITATE FUTURE CONNECTION. VERIFY ALL LAYOUT IN FIELD WITH CITY'S AUTHORIZED REPRESENTATIVE. --1'. J/j__ OTE : 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 BIDDING ND RIOR TO OMM NCIN WO K. ----- 11 I COMMO II 5 CONTR L ---JI---I- WIFaE5 OCATON, ND WO K. NOTE E: 11 • I I 111 5T LI 1· • 3/4' 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 AUTHORIZED REPRESENTATIVE. 21/2 E 1-lT 1· • • 1' coo ,. _jj/. 11 4' • 4 • 3/ /4' 11 ' .__...__REFER TO NOTE "C" BELOW 1· 1' • 4• 1/4' I 21/2" 114• l 2' _2' 11/2" I 11 11 11 1 II 11 4 33 -----w 26 1.5' 11 4• --.....:: """-r If-----'-::::,,,:._ ~ """-'-:: 1" J/. 20 -- ill 2 1/2' STU6 OUT FOR FUTURE 1· 3 4 • ["21/2" __ 45° ELL 12' FROl;1 ~ OF CURie> ---17 B22 I I I 1314• 11 c:=::s c:::::J c:=::I ~ c:::::s c::::::I c:::J 45 ----1 ~ SLPB□ I ----1~ ----1~ ---,~ ----1~ ~ ----1 ~ ----1~ ~ IF= NOTE: 0 = l lHi ... KIEYMAP SEE SHEET 80 FOR IRRIGATION LEGEND SEE SHEET 81 FOR IRRIGATION DETAILS ,-----VALVE NUMBER 35 --<G.P.M. A~SE3 RK E '-'-----VALVE SIZE St"Joonoy e.. Aoooclatoo, Inc. -ET 79 lrrlaotlon Doolan Gr. Conaultlna o••6< • '•~,. ~ ~ 38730 Sky CatJ!lll Drlvo, SU!lo C : :! t.!unblo, CA D28113 ~ ;t Pb. 0OD-40!-8030 Fax. 000·481-0850• ' • E"'1lcl: lm=MJ1Cc:rlMnk.nat -f 11 0 1 1 o"" PIPE SIZING CHART 0 TO 5 GPM 3/4-SCH. 40 P\/C PIPE 5 TO 10 GPM 1 • SCH. 40 PVC PIPE 10 TO 15 GPM 1-1/4" SCH. 40 P\/C PIPE 15 TO 20 GPM 1-1 /2" SCH. 40 PVC PIPE 20 TO 30 GPM 2· SCH. 40 P\/C PIPE JO TO 45 GPM 2-112" SCH. 40 PVC PIPE 45 TO 95 GPM 3-SCH. 40 PVC PIPE NOTE: CONTRACTOR SI-IALL SIZE All LATERAL LINES PER PIPE SIZING CHART, IN NO INSTANCE SHALL PIPE SIZE EXCEED DESIGNATED GPM RANGE. 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. WATER PRESSURE CALCULATIONS POC NUMBER B POC SIZE 11 / 2" HYDRAULIC GRADE LINE NIA POC ELEVATION N/A ELEVATION DIFFERENCE NIA STATIC PRESSURE (PSI) 65 REMOTE CONTROL VALVE # B17 REMOTE CONTROL VALVE SIZE 11 /2" R.C.V. DEMAND I GPM) 42 TOTAL DEMAND (GPM) 42 R.C.V. ELEVATION -STATIC PRESSURE AT R.CV. 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: TYPE CL, 315 7 3, 1 PSI FEET OF MAINLINE: TYPE 8 0.0 PSI 2" REMOTE CONTROL VALVE 9 2.5 PSI 10% LATERAL LINE LOSS 10 2,0 PSI 10% FITTING LOSS 11 2,6 PSI 0 ELEVATION CHANGE (P.O C, TO HIGHEST HEAD) 12 00 PSI TOTAL SYSTEM PRESSURE LOSS (SUM OF #1 THRU #12) 13 28.6 PSI PRESSURE REQUIRED AT HEAD 14 30.0 PSI TOTAL PRESSURE REQUIRED ISUM OF #13 AND II 14) 15 5~.6 PSI STATIC WATER PRESSURE I FROM ABOVE) 16 65,0 PSI RESIDUAL PRESSURE (SUBTRACT II 15 FROM II 16) 17 6,4 PSI SET PRV OR MCV AT(# 15 PLUS 10 PSI) 18 0,0 PSI PRESSURE BOOST IF REQUIRED I# 15-# 16 + 20 PSI) 19 0,0 PSI C-3333 PREPARED BY: CITY OF NEWPORT BEACH REVISIONS PROFILE SCALES RECORD DRAWINGS PARKING AREA EAST IRRIGATION PLANS 20 10 20 40 Expiration Data Dote OF C~I.. 1 NlLJVJ[S LAtlDSCAPE ARCHITECTURE AllD PLANNING IX: 714.754.7346 PH: 714.754.7311 1---------------------1 NO. DATE BY APPROVED HORIZONTAL THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO THE CITY STANDARDS AND REQUIREMENTS ONLY. THE Cl~ IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACrURACY. APPROVED PUBLIC WORKS DEPT. DATE f---+---1----1--------------+-----1 PLAN SCALE 111 = 201 DESIGNED BY: DRAWN BY: f---+---1---1--------------+-----1 CHECKED BY: DATE : CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5763-S SHEET 78 OF 96 •. , '. j . ' ' !-: \ \ \ } Ho l }(Ff W\\ 'I !r,- Jj ft i\ PHASE 1 PAR,<ING -WEST SEE SHEET 78 1' 3/4' 1' ,. ( \~ '"b '\, , ... '\.'¾-·= -..'"'-. "c-,~~,c~ •~-,N;;,./ 11/4' ""'3,..._ ____ -{31_,]3/J.4:...· .J-_]j_3 '.£4'---[3 11/2' 20 10 0 20 40 \ 3/4 \ ·~ \: '\ • 11/4 3/4" "<.">,, . I '. 3 4• 11/bl:9--½J!Jff 11/4' 3 4 2' 2" ' PREPARED BY 48 40 CZ NlUVJrS LANDSCAPE ARCHITECTURE AND PLANNING FX: 714.754.7346 PH: 71C754.7311 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 AND ACCURACY. APPROVED~'= PU8UCWO KSDEPT. c:22, -v--c,, ~ \ DATE 4 REVISIONS NO. DATE BY OT05 5 TO 10 10 TO 15 15 TO 20 20 TO JO JO 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-30X-DXFLOW-DXRF-EV-RADIOF-EV-ANT-FD-PMRKIT IRRIGATION CONTROLLER. INSTALL CONTROLLER INSIDE THE EXISTING STAINLESS STEEL ENCLOSURE (VERIFY ACTUAL LOCATION IN FIELD). CONTACT SCOTT KYLE FOR COORDINATION OF CONTROLLER MODIFICATION AT 949-212-8013. NOTE 8: CONTRACTOR SHALL CONNECT PROPOSED 3" IRRIGATION MAINLINE TO THE EXISTING 3" IRRIGATION SYSTEM MAINLINE DOWNSTREAM (AFTER) 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 ANO 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 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 PIPE SIZING CHART GPM Ji 4' SCH. 40 PVC PIPE '------'vALVE SIZE GPM 1 SCH. 40 PVC PIPE GPM 1-17•1" SCH. 40 PVC PIPE GPM 1 1 12• SCH. 40 PVC PIPE GPM 2• SCH. 40 PVC PIPE Sweeney 0. Aoooclateo, Inc. 1rrlaatlon Ooolgn A Conoultlnt:1 GPM 2-112 SCH. 40 PVC PIPE GPM J' SCH. 40 PVC PIPE CONTRACTOR SHAl.l SIZE ALL LATERAL LINES PER 38730 Sky Canyon Drive, 8ulto C ,{•, __ •;\ Mmbta. CA 92583 j ~ • _ : I'll. 909-46H!830 Fnx. 8011-481-t1850 • , PIPE SIZING CHART. IN NO INSTANCE SHALL PIPE SIZE EXCEEO DESIGNATED GPM RANGE. E..nail, lsweoney1oea.rtt0tltnat ., ,., 0 1 1 o"' SIEIE SHIEIET 80 fOR !IRRIGATION LIEGIENto SIEIE SHIEIET 81 fOR IRRIGATION DIETAllS a a --~,JJ-:,. r;;;:JjD;' · Qj . i ------ PROFILE SCALES APPROVED HORIZONTAL PLAN SCALE 1" = 20' C-3333 PENINSULA PARK IRRIGATION PLANS r--t---+-+---------------1-------l DESIGNED BY: DRAWN BY: CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5763-S SHEET 79 OF 96 t---+--+-+------------.+----__j CHECKED BY: DATE : SYMBOL Q T H F b_ .m. A V W V W (9 [3 El EB [3 ~ 8 □ El 121 V ® ['!) [l;J) IB l'iZI IEI J>O<j @ 0 IO [El IC] NO SYMBOL NO SYMBOL 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 570-6P-COM-10-Q/T/H/5-PC POP-UP TURF HEAD 570-6P-COM-l2-0/T/H/F-PC POP-UP TURF HEAD 570-6P-COM-15-Q/T/H/F-PC POP-UP TURF HEAD 570-SP-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-12-0/T/H/F-PC POP-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. GPM .09, .12, .18 .33, .44, .66, 1.33 .48, .64, .96, 1.92 .75, 1.0, 1 .5, 3.0 .43, .B6 .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) EACH SYMBOL REPRESENTS: 1-.25, 2-.25 , (.75) ONE (1) FB-25-PC-.25 FLOOD BUBBLER DEEP WELL TWO (2) 570-4P-COM-SB-90-PCD-.25 POP-UP SHRUB HEAD ONE IN EACH CORNER OF PLANTER OPPOSITE EACH OTHER PSI 30 30 30 30 30 30 30 30 30 30 30 30 40 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 EACH SYMBOL REPRESENTS: 3-.25, 3-.25 , (1.50) 40 2 FT ONE (1) FB-25-PC-.25 FLOOD BUBBLER DEEP WELL PER PALM ON HARDSCAPE SIDE OF ROOTBALL ONE (1) 570-4P-COM-SB-90-PCD-.25 POP-UP SHRUB PER PALM ON OPPOSITE SIDE OF ROOTBALL INSIDE GROUPING OF PALMS 5006-PC/FC-SAM HEAD-112/231/446 POP-UP ROTOR HEAD 1.12,2.31,4.46 45 32 FT NOTE: 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 'B' 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 'B' 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 '8' 2000-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" EVFMFLOW 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 @ RAINMASTER @ 949-212-8013 CONTROLLER "A" SHALL BE A HYDROSCAPE MODEL NO. HS-16-DX-24X-DXFLOW-DXRF-EV-RADIOF-EV-ANT-FD-PMRKIT CONTROLLER "B" 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-JOX-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 RCV'S ON THE SYSTEM SHALL BE CONVERTED TO DC LEIT SOLENOIDS 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 r-------1'.1ALVE NUMBER _I_ 35 _ ;--;-\ / 1 \ 35 --<;.P.M. ~\1.5"/ 1~---~VALVE SIZE 81.'"Joonoy C. Aoooclatoo, Inc. lrrlaatlon Doolan a. Qonaoltlna .i--·~·. , •• ,. 28441 RQCbo Cctffornf11 Rd. Gto. K : • .-.,.'! Temocu!o, CA 92500 ~ : Ph. 009,605-2367 Fax. 008-605-2467• • E-mcll: l1mtcneJ1@oerthllnk.no1 "' 1.1 0 1 1 o • PREPARED BY: CZ NUVJIS LANDSCAPE ARCHITECTURE AND PLANNlll8 FX: 714.754.7346 PH: 714.754.7311 l I l l l I CITY OF NEWPORT BEACH Controllor : A IRRIGATION CONTROLLER RUN TIMES PLANT TYPE/ SPRINKLER TYPE Dayo Per Weak: 8 Shrub and Ground Covora: Spray Heads Stream Spray Heads Stream Rotor Heads Drtp TurfG=: Spray Heads Stream Rotor Heads Large Quarter Rotor Heads Large Helf Rotor Heads Large Full Rotor Heads Traoo: Bubbler Heads Eto 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 0.60 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 0.80 1.00 RUNTIME (HOURS) 0.06 0.09 0.19 0.13 0.13 0.36 0.06 0.16 0.32 0.08 QUANTITY RUN TIME (HOURS) 16 1.00 0 o.oo 0 0.00 0 0.00 0 0 0 0 0 0 o.oo 0.00 o.oo 0.00 0.00 TOTAL NUMBER OF STATIONS: 16 0.00 1.00 TOTAL RUN TIME IN HOURS: Controllor : B IRRIGATION CONTROLLER RUN TIMES PLANT TYPE/ SPRINKLER TYPE Daya Por Weak: 6 Shrub and Ground Covora: Spray Hoads Turf Graoo: Spray Heads Stream Rotor Hoado Largo Quarter Rotor Hoodo Largo Half Rotor Heado Largo Full Rotor Heado Trooo: Eto 4.90 4.90 4.90 4.90 4.90 4.90- 4.90 4.90 AKc PR RATE IE 0.40 0.40 0.80 0.80 o.eo· 0.80 0.80 1.74 1.24 1.74 0.50 2.40 1.20 0.60 0.70 0.70 0.70 0.80 0.80 0.80 0.80 RUN TIME (HOURS) 0.06 0.09 0.13 0.38 0.08 0.16 0.32 QUANTITY RUN TIME 10 0 4 0 0 0 0 (HOURS) 0.63 o.oo 0.50 o.oo 0.00 0.00 0.00 Bubbler Haads 4.90 0.80 2.00 1.00 0.08 B 0.61 1.74 TOTAL NUMBER OF STATIONS: 22 TOTAL RUN TIME IN HOURS: Controllor : C IRRIGATION CONTROLLER RUN TIMES PLANT TYPE/ SPRINKLER TYPE Eto 4.90 AKc PRRATE IE Daya Per Week: o Shrub and Ground Covom: Spray Heads Stream Spray Heads Stream Rotor Heads Drtp Turf Graoo: Spray Heads Stream Rotor Heads Large Quarter Rotor Heads Large Half Rotor Heads Large Full Rotor Heads Troe.s: Bubbler Heads 4.90 4.90 4.90 4.90 4.90 4.90 4.90 4.90 4.90 4.90 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 r--------DIRECT SUNLIGlfT NOT REQUIRED FOR OPERATION OF CONTROLLER. VERIFY 0.70 0.70 0.80 0.90 0.70 0.80 0.80 0.80 0.80 1.00 THE FINAL LOCATION OF THE CONTROLLER WITH THE COUNTY REPRESENTATIVE PRIOR TO INSTALLATION. t.'='---.=i-o------ALTEC LEIT 8000 LIGHT POWERED nll IRRIGATION CONTROLLER DO NOT EXCEED THE MAXIMUM WIRE RUNS ALLOWABLE FOR THE GONTROLLER. WIRE RUN EQUALS THE LENGTH OF THE COMMON WIRE PLUS THE LENGTH OF THE LONGEST PILOT WIRE RUN. 14AWG 12AWG 10AWG 3,000 FT MAX. RUN 4,600 FT MAX. RUN 7,800 FT MAX. RUN 1 /r-----ALTEC MODEL MCOL-BOOOL 35" TALL MOUNTING COLUMN WITH BASE. ALI. WIRES ROUTE THROUGH BASE/ TUBE. ,---CONCRETE PAD 18" X 18" X 18" .-.,, ';; . ., ,. / BEVEL EDGES FOR DRAINAGE ~~:rfit·:.~_:>/-::-~:'."). --FINISH GRADE "u I ' _,. ' • •••••• I 11 TT)~ : -'./',} ::'_~i;.~ .:!Jwu.~,._-COMPACTED SOIL p (f ~t\:::r;~~:;:;: \'----ALTEC MOUNTING BASE/ELECTRICAL SWEEP FOR LOW VOLTAGE CONTROL WIRES SEE TRENCHING DETAIL FOR WIRE DEPTH AL TEC LEIT 4000 CONTROLLER SCALE: N.T.S. REVISIONS PROFILE SCALES RUNTIME (HOURS) QUANTITY RUN TIME {HOURS) 0.06 0.09 0.19 0.13 0.13 0.38 0.08 0.16 0.32 3 0 0 0 8 5 2 5 5 0.08 0 TOTAL NUMBER OF STATIONS: 28 TOTAL RUN TIME IN HOURS: NOTE: 0.19 o.oo 0.00 0.00 1.00 1.91 • 0.16 0.79 1.59 0.00 5.64 I H1:.S1:. SUGG1:.S I 1:.0 RUN I IM1:.S AR!:. FOR R1:.f lR1:.NC1:. ONLY. ACTUAL RUN TIMES MAY DIFFER DUE TO VARYING SIil:. CONOIIIONS. CONIRACIOR SHALL ADJUST RUN TIMES AS REQUIRED TO PROVIDE APPROPRIATE WATER FOR EACH VALVE CIRCUIT. C-3333 1----------------------, NO. DATE BY APPROVED HORIZONTAL RECORD DRAWINGS BALBOA VILLAGE IRRIGATION LEGEND 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 f---+---+--;..-------------1-------1 t--+----+--;..-------~-----1--------1 PLAN SCALE 111 = 20' DESIGNED BY: DRAWN BY: t--+----+--+--------------1--------1 CHECKED BY: DATE : FROM 2+50.10 TO 5+40 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5763-S SHEET80oF 96 ' ,------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 "BV" ONTO LID. --BALL VALVE, SEE LEGEND FOR SPECIFICATION ~" lli!M_ FINISHED GRADE· IN SHRUB AREAS l_-ill.....:lli w11mm _;ITT'- ~--PVC OR COPPER PRESSURE SUPPLY LINE DEPTH AS PER SPECS. w.n~ni,. '----PVC MALE ADAPTER 2'.,;J---BRICK SUPPORTS '-------BRASS UNION .__ ______ BRASS NIPPLE '---------LANDSCAPE FABRIC NOTE: SE'-cr-1o_N_YJ_EW __ N_LS-.----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. <r • , A' : • A • .'· ... ~ sr .... 1~ ·:· • ./~ • • , , . ··~ PAVING ffi11 I I I I] i • : : • • • • •• ~ SAND BACKFILL COMPACTED • 111 i ~ c\ / l r "i ~~L .'i'ii,,,,, m m-I I :i. • <:/:· : :. ••• .• • : : --CONTROL WIRES m::: I I 1:: :111 I~i:f ff~>< !:et: I~~! ::l;::i:"!, 1illmillmU: ?:l•. :/J : j:>s•·· 1illmill1 ~:cs:~E:E:L~::E 1111 111 111 111 111-1 I I 111 111 111: :icT~iH:iP~IAif~~RE BUNDLE CARRIED. DIMENSION A B C D 1 /2" TO 4" IN SIZE 36" 24" 24" 4" DETAIL ALSO FOR PIPE INSTALLED IN ROCK SOIL SECTION VIEW -N.T,S, PROVIDE ONE TORO ,,,-----RUBBER DRAIN CAP MISSION RUBBER CO. NO. 07D4-015, 4" FB-25-PC .25 GPM BUBBLERS PER TREE ~~"i"<'=r1rR·,:e· ~~<T"'~=------FINISH GRADE • ::/\{:{{}: ___.----BUBBLER HEAD, SEE + + -+ + + + -+ + + + + + + + _b.J!,ir~ LEGEND FOR SPECIFICATION TOP 1" BELOW FINISH GRADE i--H~a-1+.-------SCH 80 NIPPLE, LENGTH -AS REQUIRED, 2 REQUIRED i;c:r,-~.;;;.,,,+-------VALCON 1/2" ANTI DRAIN VALVE Ill I~-------NATIVE SOIL ------PVC LATERAL LINE ,-.:,~,,1;.o,_""""--_______ DRILL THROUGH PIPE O'o f} a 1/2" PVC ELL (SxT) 0/\0,: 0 fo"o 0?'~-e_--------4" DIA. x 36" LONG • ~ PERFORATED PVC DRAIN PIPE "0 FILL WITH 3/4" GRAVEL TO .o..__f-"-__.:,,---1-"-"""~"" •• ==o•=• ;..L.J BOTTOM OF CHECK VALVE '--------------AMMENDED BACKFILL '----------------ROOT BALL OF TREE @~~;~~ELL BUBBLER ,------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 "FS" ONTO LID. FLOW SENSOR, SEE LEGEND FOR SPECIFICATION --FINISHED GRADE IN SHRUB AREAS J_;III~ "!-11\tti'1¥,t:H---24" WIRE LOOP PVC OR COPPER MAINLINE PIPE PER DRAWINGS, DEPENDANT ON LOCATION ~gj~ _ __: BRICK SUPPORTS -------LANDSCAPE FABRIC --------3/4" ROCK, 2 CUBIC FT. '-------------,-----PVC MAINLINE PIPE TD MASTER VALVE PER SPECS. AND PLAN. SECl/QN YIEW -NJ s NOTE: INSTALL FLOW SENSOR AS PER THE MANUFACTURER'S RECOMMENDATIONS WIRE TO IRRIGATION CONTROLLER. ' USE 45 DEGREE ELLS TD ACHIEVE MAINLINE DEPTH ON THE DOWN-STREAM SIDE OF THE FLOW SENSOR. FINISH GRADE 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. (J)~T,~J~ST ALLA TION _ ------. __ --. .,,,r-DRIP LINE OF TREES / ....__,.,,. '-.../ • / r--------, \ / FB-50--PC-.45 FLOOD I \ Or---------, BUBBLER DEEP WELL AT EDGE OF ROOT BALL \ \ ® SYMBOL ON DRAWING ..J---570-4P-COM--SB-90--PCD-.47 POP-UP SHRUB HEAD ADJUST STREAMS TO MISS TRUNKS .,,,.---PVC LATERAL LINE CONNECTION BETWEEN PVC LATERAL LINE PIPE AND" COPPER TUBING 3/4" SCH. 40 PVC LATERAL PVC SCH. 80 S,T. COUPLING KB/ FR--0750-BFLEX RISER S.S. X T COPPER TEE ®~;~rfLANTER LAYOUT Swoanoy l1i Aoooclatoo, Inc. Irrigation DeoJgn & Ooneultlng 1-l. • ,~~ I?(,... "" 28441 Rall®o canfomla Rd. Ste. K ~ -v-:! Temecula, OA 82680 j :;; :~ii/,_ : Ph. 808-685·2367 Fax. 808·686-2467 • '" EMmaH1 faweeneytoearthllnk.net ~ CJ O 1 ~ o ~ PREPARED 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. l '"'"'k V"-V,, SEE LEGEND "' SPEC. .. 'ill:UJ~ _ _ ...,_ FINISHED GRADE IN SHRUB AREAS ill ill I :l_---1 =w--1:. :--'ill-ill' WmIII11 (\lli1!!1ffllllmmmr1,\l':!:!iifiJ:l:lm----24" wIRE LOOP ,,--;-,---,,,,Ff'~li;:;:;jci=i:i;:;Jl:::!J:;~::---VALVE ID TAGS r-'c-'---"--!l--~J'Lr'[HJ--"--J. --r---,-,---'r--PVC SCH 40 FEMALE ADAPTER, 2 REQUIRED .__ __ PVC MAINLINE TO FLOW SENSOR, PIPE PER SPECS. BRICK SUPPORTS '-------BRASS UNION '--------BRASS NIPPLE lYP. '---------LANDSCAPE FABRIC ~-------3/4" ROCK, 2 CUBIC FT. '----------------PVC MAINLINE PIPE FROM BACKFLOW PER SPECS. NOTE: SECTION VIEW -N Is USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH FROM UP-STREAM SIDE OF THE MASTER VALVE ASSEMBLY. STAINLESS STEEL ---i FLIP TOP LID, SHOWN IN OPEN POSITION CONTROLLER ,---DUAL HYDRAULIC PISTONS SUPPORT LID OPEN CONTROLLER ENCLOSURE gk~~N;:101N6~.ww~E~51}gsED: STAINLESS STEEL.~;----'~=;::::•~~ 16" WIDE TOP-ENTRY CONTROLLER ENCLOSURE NEMA 3R RAINPROOF RATED ~--TERMINAL STRIP FOR REMOTE CONTROL VALVE WIRE CONNECTION GFI POWER SWITCH AND RECEPTACLE 0 ! ~-STAINLESS STEEL, U.L LISTED, PREDRILLED, REMOVABLE BACKBOARD. REMOVABLE FRONT PANEL NOT SHOWN ~~.U~Ef8.C~Ngij~fEtAD SLOPE EDGES TO DRAIN . --~'i.S'I FINISHED GAADE ;:_,,.: 111 l7 3• PVC coNbulT FOR .,,,,,.--CONTROL WIRES TO VALVES --~ "------1. 1/4" PVC CONDUITLSWEEP FOR ELECTRICAL SERVICE '-----------1" PVC CONDUIT/SWEEP FOR GROUND ROD CABLE 5/8" DIA. x 8' COPPER GROUND ROD W/110 GROUND WlRE AND CLAMP. INSTALL INSIDE A 10" ROLIN~ BOX (8)H·coNTROLLER ENCLOSURE SCALE: N.T.S. ® SYMBOL ON DRAWING _,,.------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 ADJUST STREAMS TO MISS TRUNKS ,,,--CONNECTION BETWEEN PVC LATERAL LINE PIPE AND COPPER TUBING 3/ 4" SCH. 40 PVC LATERAL PVC SCH. 80 S.T. COUPLING KB/ FR--D750--6FLEX RISER S.S. X T COPPER TEE (M)~!-.J.;T PLANTER LAYOUT ,--------------FINISH GRADE .----------RIP DEVICE SEE LEGEND FbR SPECIFICATION .--------BRASS BALL VALVE TYP. r----+---+-====1e-----BRASS NIPPLES MIN. 4" TYP. ---t----BRASS ELL, 4 REQUIRED ---BACKFLOW ENCLOSURE IF SPECIFIED L-----PRESSURE REGULATOR OR WYE STRAINER IF SPECIFIED, SEE BELOW v----BRASS UNION. 2 REQUIRED ~,,Jt-~~~-~,cc-,!!~ BRASS RISERS LENGTH AS REQ. CJfJ¢l-----PVC MAINLINE TO MASTER VALVE '-----SCH 80 PVC FEMALE ADAPTER ,__ ___ SCH 80 PVC NIPPLE 6" MIN. L---------CONCRETE SLAB, SEE BELOW c__ ____________ 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 BACKFLDW ASSEMBLY PIPING. IF BACKFLOW ENCLOSURE IS SPECIFIED IN THE LEGEND, THE CONCRETE SLAB SHALL BE THE SIZE REQUIRED BY THE MANUFACTURER. @~~f.LOW DEVICE ,------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 IN SHRUB AREAS 4' MIN. j__pmmmnrmrnrtr)-e~ffi---24" WIRE LOOP -r~rllRlr~~'Fij::!l:;:~t===== VALVE ID TAG LATERAL ---, PVC THD. Ell SCH 80 PVC FEMALE ADAP. -SCH. 80 PVC SCH. 80 UNION ---~ '-----=:r--11----CONTROL VALVE ---SCH 80 PVC NIPPLE TYP. 3---BRICK SUPPORTS i----PVC OR COPPER IRRIGATION MAINLINE '---------3/4" CRUSHED GRAVEL TWO CUBIC FEET ~------LANDSCAPE FABRIC SECT/ON YIEW -N I s @~~,9J"E CONTROL VALVE ---CONCRETE THRUST BLOCK, TYPICAL ------t{[t . ,••,' •' '• 45 DEGREE ELL THRU~T BLOCKS TO BE 1 CUBIC FT OF CONCRETE 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 MAINLINE PIPE ----r'-'---~~ UNDISTURBED SOIL __ ;;,ll!!\li, ..... , -, 90 DEGREE ELL \:•t/F{H{•:-··1----CONCRETE THRUST ·.: :, ..•. :,:· •. :.-.,·,•.:. BLOCK, TYPICAL TEE l THRUST BLOCKS SCALE: N.T.S. CITY OF N[WPORT BEACH REVISIONS NOTE: .--------INSTALL SPRINKLER HEAD FLUSH WITH FINISHED GRADE IN TURF AREAS i-----POP-UP SPRINKLER HEAD, SPRAY OR ROTOR SEE LEGEND FOR SPECIFICATION -----,--INSTALL SPRINKLER HEAD 1/2" -ABOVE FINISHED GRADE IN SHRUB -ffimill'--I AND GROUND COVERS AREAS hillil1f _____ UNDISTURBED SOIL !!k:....:millr PRE-ASSEMBLED TRIPLE SWING JOINT . HUNTER SJ SERIES (OR APPROVED EQUAL) ~iE LfrG~rR T~P~l~::E~1~~T~~ .------SCH 40 PVC SxSxT TEE FITTING LATERAL x SPRINKLER INLET SIZE .---LATERAL LINE, SEE SPECIFICATIONS FOR lYPE 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, ®~~~,'. SPRINKLER ~----FINISHED GRADE IN TURF AREAS .---=::-PLASTIC ROUND VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT NUT AND WASHER. HEAT BRANO "acv" ONTO LID. QUICK COUPLER KEY WITH MALE HOSE BIB CONNECTION AS SHOWN, KEY MUST CLEAR VALVE BOX -FINISHED GRADE IN SHRUB AREAS R,il-----\E R=ia!aiffi---QUICK COUPLER VALVE SEE LEGEND FOR SPEC. ~-~---GALV .. PUNCH LOC (2 REQ.) l:l!!!!!I-BRASS NIPPLE (LENGTH AS REQ.) ,.,,_.-BRICK SUPPORTS ?---BRASS TRIPLE SWING JOINT (SIZE PER QCV) USE TWO STREET ELLS ONE NIPPLE (6" MfN. LENGTH), AND ONE-THREADED ELL FOR ASSEMBLY '---~Ll--__,_ __ PVC OR COPPER MAINLINE, SEE SPECS. a----------#4 x 36" REBAR STAKE '---------LANDSCAPE FABRIC '----------3/4" ROCK, 1 CUBIC FT. SECTION VJEW -N T.S, NOTE: • . USE TEFLON TAPE ON ALL THREADED FITTINGS TYPICAL. ®QUICK COUPLER SCALE: N.T.S. ~------. LOW VOLTAGE WIRES, 3 JAX/MUM ,----~ OUTER CASE OF CONNECTOR STRIP AND TWIST WIRES FOR PROPER CONNECTION CRIMP COPPER SLEEVE INSTALLED WITH RECOMMENDED TOOL CONNECTOR INSERT NOTE: , •. FILL OUTER CASE WITH Sc'.AlER PRI0/1 TO FINAL ASSEMBLY. PROFILE SCALES CZ :s;J 1----------t------------NO. DATE BY APPROVED HORIZONTAL EAST BAY AVIENUJ. NUVJlS LANDSCAPE ARCHITECTURE AND PLANNING FX: 714.754.7346 PH: 714.754.7311 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. APPROVE(XJ~•= PUBLIC WORKS DEPT. (£,-Oyo\ DATE 1-+-__Jf--+-----------t----1 PLAN SCALE 1" = 20' DESIGNED BY: DRAWN BY: l--+---+---t-----------1 ---,--7 CHECKED BY: DATE : IRRIGATION DIET AILS FROM 8+60.10 TO 6+40 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5?63-S .SHEET ~1 OF 98 I \ • <.O 6" ,-: I I (/J ! I ~(I) ' ' I i / I 1 ! 0'51:" I I , ' ' I " ' 4' 3' 10+00 6" PLAN VIEW OF TREE WELL 4 !::UC NIC ENLARGED POLE & CABLE SECTION N.T.S. :%," 60X C TREE WELL PLANT GUARD 1------,-,,---,--.-,::-----S CALE: 5 /8" =1'-0" 13+00 LANDMARK TOWER PHASE 3 SEE SEPARATE EXHIBIT FOR ELEVATION I I ___ __,/ ' ~ -~ ------- PHASE 3 11+00 ~ ~ LIG Tl:X 31 LIG Tl:X &GAL. &GAL 8':l 51:NCIN 101 SEN CIN 46 SENCIN IGAL 1 GAL 1 GAL 11 NO : CONTRACTO TO PRO IDE SHOP TOP VIEW N.T.S. 14+00 DRfo: INGS FOR AP ROVAL IOR TO START OF WORK. POST & CABLE SECTION 15+00 .,.... [ G) 12" DIA CONCRETE FOOTING @WRAP POST BELOW GRADE WITI-1 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 DRAWlNGS TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION AND INSTALLATION. 16+00 citl<M r;,Jl,V $w / SEE FLAN FOR ~E TYFE 16 SEN CIN 1 GAL • <O I • ,- / 1 /' 1/ rq:::i::,:-,-.• .1-.L -l..t...},:f--,,.· t=======-:::1·· ,...-.i--., e ,. ,-,;.,;..., 1 TYPICAL SHRUB PLANTING LAYOUT SCALE 1 / 4" =1'-0" t . :: . _, ··. .,.-·. ,~· .:•\•, ' ' . . . . 6' -0" i NOTE: CONTRACTOR SHALL PROVIDE SHOP DRAWINGS. 1' SHOP DRAWINGS TO BE APPROVED BY LANDSCAPE I ARCHITECT PRIOR TO CONSTRUCTION AND INSTALLATION. 0 (4) CONRETE BOLLARDS MOD. QR-52B CUSTOM 48" LENGTH PER MANUF. BY QUICK CRETE PRODUCTS CORP. NORCO, CA (909) 737-7032 ,,-;.,,,,,,,,:c;•,,":., •. ,.,a.•"' ::i:\i\:.:: '''•'"''"'8 2" SQUARE CERAMIC TILE. -COLOR ~ I :• . ;;· OCEAN BLUE ,BY SPECCERAMICS, INC . \..!_J-1 ::>: '-: @ MANUF TO INSTALL METAL PLATE IN i < , , . ; · > : BOLLARD TO RECEIVE WELDED METAL RAIL -: ' · • · · •. · , • 0 FINISH SURF ACE AT CONCRETE • : "' ;i,,,._=, ·.=,-=,.,=.:::""'-,=i-·,,,.;,_, '""=====i SIDEWALK ® INST ALL FOOTING & ANCHORS PER MANUF' RECOMMENDATION i; .. :: .. ; : •. ® ALIGN BOLLARD AT BACK OF CURB r--+-..... -+---------'-+----1--/7\ 2" DIA. SCH 40 GALVANIZED PIPE RAIL I fs\ I I \.:..J BEND TO MATCH CURB RADIUS. WELD I I ~ CONT. AT CONNECTION TO BOLLARD L __ _.1 L __ _.1 PAINT COLOR PER CITY OF NEWPORT BEACH [B CONCRETE BOLLARDS W / RAILING D 1------,.----------SCALE 1 / 4" =1'-0" 17+00 ,\ •\ , I x'1 p .,,.-'<I ~a~~6=1n6U~=~~~ m ~------------~~~-~~~~---~)~~~~~~~~~~~~~~~~---~~~~------~ --=--~~~~~·~·o< 2 AF<CCUN /Bf, "'' :--~ ©sMH OJ W U_ - - - - - - - - - - - - - - - - - - - - - _18' er1-1_ ---------------------------------------_& __ 1::3~_';~_,c_x - - - - --~ ~ -'---:, ;EAST BALBOA BLVD. --h~-, ~-SMh©----!-AB!-PHASE 1 -'---H1r~--~ ~ 2 AF<CCUN W < 20 10 0 20 40 4 !::UC NIC T PHASE 2 WASHINGTON ST. (SOUTH) -SEE SHEET 86 PREPARED BY : NUVJIS LANDSCAPE ARCHITECTURE AND PLANNING FX: 714.754.7346 PH: 71'.754.7311 7 18' 6TH 3 !::UC NIC .¾>"60X PHASE 2 MAIN ST. -SEE SHEET 86 CITY OF NEWPORT BEACH REVISIONS --~ aj I ...I CL ::, @ PROFILE SCALES i--------------------1 NO. DATE BY APPROVED HORIZONTAL THIS PLAN IS SIGNED BY TI-JE CllY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO THE CllY STANDARDS AND REQUIREMENTS ONLY. TI-JE CllY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. APPROVE~,~ PUBLIC WORKS DEPT. l---+---t---+-------------11-----, l---+---t---+-------------1----, PLAN SCALE 1" = 20' DESIGNED BY: DRAWN BY: t----+----11-----t--------------t-----; CHECKED BY: DATE : SITE FUANISHtNGS L CP PM A T a B 5' 6' 8' NP r\_ CONCRETE LIGHT STANDARD M PER CITY OF NEWPORT BEACH CONCRETE POST WITH ~ HANGING BASKETS PER ~ CITY OF NEWPORT BEACH fF::i.. 2' DIAMETER QUICK CRETE V CALIFORNIA SERIES ROUND POT #QR-CLS 2422P 0 NOTE: INSTALL JARDINIER (ASI ) W/ DRAIN TUBE, SIZE TO FIT IN ALL QUICK CRETE POTS. PARKING METER PER CITY OF NEWPORT BEACH @ TIMBERFORM RENAISSANCE ASH RECEPTACLE #2812-P 0 TIMBER FORM RENAISSANCE TRASH RECEPTACLE #28-14-FT-P(NO LID). 0 QUICK CRETE CLASSIC SERIES TRASH RECEP AGLE #QRCLS3031WO 0 QUICK CRETE ROUND BOLLARD #QR-52B WITH TILE INSET TIMBER FORM RENAISSANCE BENCH #2806-5 (5' -0") #2806-6 (6'-0") #2806-8 (8' -0") I MODULAR NEWSPAPER RA •K . RAK SYSTEMS INC. ~--~ # 100 COIN OPERATED NE S RACK WITH ELEVATOR SHE F BR CIDDDCI BIKE RACK COLUMBIA CASCADE SUPER CYCLOO S #2175-8 POTTERY PLANTlNG SCHEDULE 0 1-15 GAL PHORMIUM TENAX 'BRONZE BABY' 8-4" POTS CHLOROPHYTUM COMOSUM SPIDER PLANT @ 1-15 GAL STRELITZIA REGINAE BIRD OF PARADISE 8-4" POTS PELARGONIUM SPECIES IVY GERANIUM 0 1-15 GAL PRUNUS CAROLINIANA COMPACTA' ~ COMPACT CAROLINA LAUREL CHE RY 4-1 GAL TRACHELOSPERMUM JASMINOIDES STAR JASMINE SEE SHEET 81 FOR PLANT LEGEND 11111111111111111111111111111 Ill I I I I I I I II II II I I I I I I I I IHI I > KEYMAP C 3333 BALBOA BOULEVA D PLANTING PLANS FROM 13+00 TO 18+00 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 82 OF 96 PLANTING LEGEND 5YM60L l30T ANICAL NAME COMMON NAME 51ZE TREES: 6AU VAR 6auh1nra varlegata Purple Orchid Tree 3b" 6ox EUC NIC Euca l!:Jptus nlcholll Nfchol's WIiiow-ieafed 3b" eox EUC TOR Euca 1!:Jptus tor9ua ta Peppermint Coral Gum 3b" eox PALMS: ARC CUN Archontophoenlx cunnlnghamrana King Palm 12 ', 18' 6TH WAS RO6 Washingtonla robusta Mexican Fan Palm 12' 6TH SHRU6S AGAVAR Agapanthus varlgata variegated Lrl!:J-Of-the-Nile I GAL AGA ATT Agave attenuata Centur~ Plant S GAL ALO AR6 Aloe arborescens Tree Aoe S Gal ALONO6 Aloe nobrlls NCN S Gal 6UXMIC Suxus mfcroph!:Jlla Japonrca Japanese Boxwood 1 Gal CEN CIN Centaurea clnerarra Dus~ Miller 4 11 Pot CHL COM * Chlorop~um comosum Spi er Plant 4 11 Pot EUR 'MUN' Eur~ops ' unchkin' NCN 4" Pot FES CIN Fe& uca clnerea 'Glauca' 61ue Fescue I Gal HEM '6T' Hemeroca Ills hl:Jbrid '6right-n-tlght-orange' I Gal LIG TEX Llgustrum Japonicum 'Texanum' Glos&l:J Privet S, IS Gal MYRCOM M!:Jrtus communi& True M!:Jrt le S Gal PHO '66' * Fhormlum tenax 'Bronze 6abl:J' Bronze 6abl:J Flax I Gal PHO 'JS' Fhormlum tenax 'Jack Spratt' Jack Spratt Flax S Gal FRU CAR * Frunus carolrnlana 'Compacta' Compact Carolina Laurel Cherrl:J IS GAL RAF 'JE' Raphlolepls indica 'Jack Evans' S Gal STRREG * Strelrtzla reglnae 6ird of Paradise IS Gal TRA JAS * Trachelospermum Jasmlnoide& Star Jasmine 1 Gal * = Plants for Fotterl:J Flantrng Schedule Refer to sheets that have potterl:J. VINE: JAS FOL Jasminlum poll:Janthum Fink Jasmine S Gal GROUND COVER: -Aloe aristata NCN S Gal -l811 o.c. -6ougainvlllea 'La Jolla' NCN S Gal -36 11 o.c. -* Felargonlum peltatum 4" Pot -Strelitzia reglnae 61rd of Paradise S Gal -3b" o.c. PLANTING PLAN NOTES Contractor shall provide all labor materials, and equipment necessary to furnish and install plant materials as shown on the drawings and as described in the specifications. Unless designated on the drawings otherwise, structural improvements and hardscape shall be installed prior to planting operations. All work on the irrigation system, including hydrostatic, converge, and operational tests and the backfiling and compaction of trenches shall be performed prior to planting operations. Plant list on the drawings shall be used as a guide only. Constractor shall takeoff and verify sizes and quantity by plan check. Samples of fertilizers, organic amendment, soil conditioners, and seed shall be submitted prior to incorporation. Contractor shall furnish to the City/Owner's Authorized Representative a Certificate of Compliance for such furnished materials. Locations of plant materials shall be reviewed on site by the City/Owner's Authorized Representative prior to installation. Amendments, as indicated in the soils report shown on the drawings, are based on agricultural suitability soils tests performed prior to grading and were presented for bidding purposes. If no soil report exists, Contractor shall purpose on admendments as stated in the specification. Contractor shall obtain agricultural soils testing and recommendations after grading operations and prior to plant installation. Trees shall be planted no closer than ten feet (10') from utilities. Trees planted within five feet (5') of hardscape or structure shall be installed with a deep root barrier and approved by the City/Owner's Authorized Representative. If, during planting operations there seems to be minimal or no percolation in plant pits, Contractor shall cease planting operations and immediately notify the City/Owner's Authorized Representative to discuss alternative to maintaining positive rootball drainage measures. Contractor shall provide labor and material to install the following trees to be provided by the city. Thirty-three (33) Eucalyptus nicholii Thirty-four (34) Eucalyptus torquata • , r I I ··-··-· .. 5 AN FOR TREE TYPE 16 SENCIN !GAL 4 LIG TE TYPICAL SHRUIB PLANTING LAYOUT SCALE 1/4"=f-O" SUQOSSTEO C0\/8'AaE M'I> PLAce.<.ENT Or ALL S?i:<ES COVERAGE: 6" g• 12" 15" 18" PALM DIA. SPIKES USED 2 4 6 8 10 NOTE: ON NEWLY PLANTED AND TRANSPLANTED SITE FURNISHINGS L * CONCRETE LIGHT STANDARD PER CITY OF NEWPORT BEACH CP CONCRETE POST WITH e HANGING BASKETS PER CITY OF NEWPORT BEACH 0 2' DIAMETER QUICK CRETE CALIFORNIA SERIES ROUND POT #OR-CLS 2422P NOTE: INSTALL JARDINIER (ASIS) W/ DRAIN TUBE, SIZE TO FIT IN ALL QUICK CRETE POTS. PM 0 PARKING METER PER CITY OF NEWPORT BEACH A ® TIMBERFORM RENAISSANCE ASH RECEPTACLE #2812-P T e TIMBER FORM RENAISSANCE TRASH RECEPTACLE #28-14-FT-P(NO LID). a e QUICK CRETE CLASSIC SERIES TRASH RECEPTACLE #ORCLS3031WO B 0 QUICK CRETE ROUND BOLLARD #QR-52B WITH TILE INSET TIMBER FORM RENAISSANCE BENCH 5' #2806-5 (5'-0") 6' #2806-6 ( 6' -0") 8' #2806-8 (8' -0") NP MODULAR NEWSPAPER RACK RAK SYSTEMS INC. # 100 COIN OPERATED NEWS RACK WITH ELEVATOR SHELF BR a a a a a BIKE RACK COLUMBIA CASCADE SUPER CYCLOOPS #2175-8 POTIERY PUWTINQ SCHEDULE 0 1-15 GAL PHORMIUM TENAX 'BRONZE BABY' SPIDER PLANT m Succulent Ground Cover Carpobrotus chrlensrs Triangular spacing Contractor will pick up trees from city yard at 592 Superior, Newport Beach, CA 92658 from flats @ 12" O.C. and transport to site where trees are to be installed PALMS SPIKES WILL BE PLACED CLOSEST TO 8-4" POTS CHLOROPHYTUM COMOSUM THE TRUNK. . . . . . . . . . . ' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 83 Turf I I ' . . . •. . I I L ___ _J Excalibre -Seashore Faspalum Sodded Turf Pacific Earth Resources (OO(Z)) 942-&2':lb 11\ (3) CONRETE BOLLARDS MOD. QR-52B v BY QUICK CRETE PRODUCTS CORP. 0 NORCO, CA (909) 737-7032 2" SQUARE CERAMIC TILE -COLOR OCEAN BLUE BY SPECCERAMICS, INC. 0 FINISH SURF ACE AT CONCRETE SIDEWALK "0 INSTALL FOOTING & ANCHORS v PER MANUF' RECOMMENDATION TYPICAL SHIRUB PLANTING LAYOUT , SCALE 1""'1'-0" 20 10 0 20 40 Contractor shall remove all palms planted temporarily in sand area as directed by Engineer and replanted as directed by Engineer. 18+00 19+00 L p _L L 2 EUC NIC EAST 36" eox BALBOA PHASE 3 MUL Tl-TRUNK KEN TIA PALM (SUN/COASTAL ACCLAMATION) WITH MINIMUM BTH OF 10' AND MAXIMUM BTH OF 12'. GROUND COVER AND SHRUBS TO BE FURNISHED BY CONTRACTOR AND APPROVED BY THE CITY. 20+00 36" eox Phone 0 _L _L §~VD. --~ --- S!Jwer Lift Statk;n 6 EUCNIC ::l6"60X PREPARED BY : CITY OF NEWPORT BEACH e¾-f---- REVISIONS Oit:!I •,~,;11 @ 1-15 GAL STRELITZIA REGINAE BIRD OF PARADISE 8-4" POTS PELARGONIUM SPECIES IVY GERANIUM r-;., 1-15 GAL PRUNUS CAROLINIANA COMPACTA' \::,./ COMPACT CAROLINA LAUREL CHERRY 4-1 GAL TRACHELOSPERMUM JASMINOIDES PROFILE SCALES STAR JASMINE r;~~. -~ ...... D • 1111111111111111!11 KEYMAP -. l[J .-. ;) . _·P., C 3333 [£ __ :SJ ....... 1---------------------1 NO. DATE BY APPROVED HORIZONTAL BALBOA BOULEV A D PLANTING PLAN NUVJ[S LANDSCAPE ARCHITECTURE AHD PLANNING FX: 71,.754.7346 PH: 714.754.7311 THIS PLAN IS SIGNED BY THE Cl1Y OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO THE Cl1Y STANDARDS AND REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. APPRov,(Y~= d1:&'i:!J ! PUBLIWORKS DEPT. DATE t--t----t--t-------------j------i t---+---t----1--------------t-----J PLAN SCALE 1· = 20' DESIGNED BY: DRAWN BY: t--t----t--+-------------t-----J CHECKED BY: DATE : FROM 18+00 TO 19-194.03 63-8 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET~ OF 96 1, .. , 1-w (O ~00 1-1- C')O)W I 1 e { ARC CUN 12' 6TH AGA 'VAR' IGAL EAST BAY A VENUE PHASE 3 ¢. ;J A o ,, . )) 'il0 24 LIMIT I e L 2 ARC CUN 12' 6TH .32 AGAVAR I GAL &4 SUXMIC IGAL SUXMIC IGAL AGA 'VAR' IGAL ARC CUN 12' 6TH (J ,,. I,.. ...1... wzW ~ 2 ~ EAST BAY AVE~U1E PHASE 3 I CJ WH'---------[/,iH{/l a..zw :f:00 0) ~ I PM-- {.-h~~~J-lljil --- 1 Pi'v1'--- I I '.L ,r,llrml Pi1-11-v1-- I e 20 10 0 20 LIMIT OF WORK 'i! '% ...1... 40 'i! 'i! a a I-w«> Woo ~tu zW 0I 1---0) ow zw :f:00 0) ~ POTTERY PLANllNG SCHEDULE SITE FURNISHINGS G) 1-15 GAL PHORMIUM TENAX 'BRONZE BABY' 8-4" POTS CHLOROPHYTUM COMOSUM SPIDER PLANT @ 1-15 GAL STRELITZIA REGINAE BIRD OF PARADISE 8-4" POTS PELARGONIUM SPECIES IVY GERANIUM @1-15 GAL PRUNUS CAROLINIANA COMPACTA' COMPACT CAROLINA LAUREL CHERRY 4-1 GAL TRACHELOSPERMUM JASMINOIDES STAR JASMINE SUC2ClESTED COVEFIAaE Al\~ PLACEMENT OFALLSPiKES 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. L CP PM A T a B 5' 6' 8' NP BR 54 32 i------+-1 □ ◊ CONCRETE LIGHT STANDARD PER CITY OF NEWPORT BEACH @ CONCRETE POST WITH HANGING BASKETS PER CITY OF NEWPORT BEACH 0 2' DIAMETER QUICK CRETE CALIFORNIA SERIES ROUND POT #QR-CLS 2422P NOTE: INSTALL JARDINIER (ASIS) W/ DRAIN TUBE, SIZE TO FIT IN ALL QUICK CRETE POTS. 0 PARKING METER PER CITY OF NEWPORT BEACH ® TIMBERFORM RENAISSANCE ASH RECEPTACLE #2812-P e TIMBER FORM RENAISSANCE TRASH RECEPTACLE #28-14-FT-P(NO LID). e QUICK CRETE CLASSIC SERIES TRASH RECEPTACLE #QRCLS3031 WO 0 QUICK CRETE ROUND BOLLARD #QR-52B WITH TILE INSET TIMBER FORM RENAISSANCE BENCH #2806-5 (5'-o") #2806-6 ( 6' -0") #2806-8 (8'-0") I MODULAR NEWSPAPER RACK RAK SYSTEMS INC. # 100 COIN OPERATED NEWS RACK WITH ELEVATOR SHELF a • a 1:11 a BIKE RACK COLUMBIA CASCADE SUPER CYCLOOPS #2175-8 6UX MIC 1 GAL I AGAVAR 1 GAL ARC CUN 12 1 6TH 0 !fou TYPICAL SHRUB PLANTING LAYOUT SCALE 1/8" .. f-O" PLANTING LEGEND SYM60L 60T ANICAL NAME COMMON NAME SIZE TREES: 6AU VAR 6auhlnla varlegata Furple Orchid Tree 31&" 6ox EUC NIC Eucal8plu& Nlcholll Nichol'& Wlllow-Leared 31&" 6ox EUC TOR Euca 18plu& tor9uata Fepperm1nt Coral Gum 31&" 6ox PALMS: ARC CUN Archontophoenlx cunnlnghamlana Klng Falm 12', 18' 6TI-I WAS R06 Wa&hlngtonla robu&ta Mexican Fan Fa Im 12' 6TH SHRUBS AGAVAR Agapanthu& varigala variegated Lll8-or-the-Nr1e I GAL AGA ATT Agave attenuata Centur~ Plant S GAL ALO AR6 Aloe arbore&cen& Tree Aoe S Gal ALO N06 Aloe nob!lr& NCN S Gal eux Mic 6uxu& mlcrof=>~lla Japonrca Japane&e Boxwood 1 Gal CEN CIN Centaurea cineraria Du&~ MIiier 4" Fol Cl-IL COM * Chlorop~um como&um Sp! er Plant 4" Fol EUR 'MUN' Eur:{op& ' uncl-kin' NCN 4" Fol FES CIN Fe& uca clnerea 'Glauca' 61ue Fe&cue I Gal I-IEM '6T' l-lemeroca Ill& h!:Jbrid '6rlghl-n-tlghl-orange' I Gal LIG TEX Ligu&trum Japonlcum 'Texanum' Glo&&8 Privet s, ts Gal MYRCOM M!:Jrlu& communi& True M!:Jrl le S C:ial PHO '66' * Fhormlum tenax 'Bronze 6ab8' Bronze 6ab8 Flax 1 Gal F!-10 'JS' Fhormium tenax 'Jack Spratt' Jack Spratt Flax S C:;a I FRU CAR * Frunu& carolinrana 'Compacta' Compact Carolina Laurel Cherr8 IS GAL RAF 'JE' Raphiolepl& lndica 'Jack Evan&' S Gal STR REG * Slrelllzia reglnae errd or Faradf&e IS Gal TRA JAS * Trachelo&permum Ja&minolde& Star Ja&mine I Gal * = Plant& ror Fotler!:J Flanllng Schedule Refer to &heet& that have poller!:J, VINE: JAS FOL Ja&mfnlum pol!:Janthum Fink Ja&mlne S Gal GROUND COVER: Aloe arf&tata NCN S C:ial -18" oc. 6ougarnvlllea 'La Jolla' NCN S C:ia I -31&" .c. Ill * Felargonium peltatum lv8 geranium 4" Pot -Slrelltzia re91nae 6ird or Faradl&e S Gal -31&" .c. Trian~ular &plclng ~ Succulent Ground Cover Carpobrotu& chilen&i& from lat& e 1 " O.C. . . . . . . . . . . . . . . . . . . . . . Turf Excallbre -Sea&hore Fa&palum Sodded Turr . . . . . . . . . . . . . . . . . . . . . Fac1r1c Earth Re&ource& (8(Z)(Z)) S42-S2Si& --- m ,11-1r+..µ\-1 . \-l;:::;~,~~~:d...~; ::, -: •. ·!r • • 1:ffi□[)•~ E]l I -·c 11tiilillllitlt1li.lJJ. • • -• .. KEYMAP C 3333 PREPARED BY : CZ: CITY OF NEWPORT BEACH REVISIONS PROFILE SCALES NUVJI.S LANDSCAPE ARCHITECTURE AIID PLAtlNING FX: 71-1.754.7346 PH: 714.754.7311 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. APPROV~~o"o PU IC RK DEPT. NO. DATE BY APPROVED HORIZONTAL PLAN SCALE 1" = 20' l--+----Je---l-----------~----1 DESIGNED BY: DRAWN BY: t---+---f----+-------------1-----1 CHECKED BY: DATE : EAST BAY AVENU PLANTING PLANS FROM .2+50.10 TO 5+40 CITY OF NEWPORT BEACH 1--R--~---1 PUBLIC WORKS DEPARTMENT SHEETB4 OF 96 "~., ' ,,, 10+00 PHASE 1 e+oo 1 WAS R06 2&' 6TI-I EAST BALBOA BLVD. SEE SHEET 82 LIMIT OF 11+00 & WAS R06 2&' 6TI-I SUaaESTED COVERAGE Al\'D FLACSVBIJT OFAU.e?00:8 COVERAGE: 6" g" 12" 15" 18" PALM DIA. SPIKES USED 2 4 6 8 10 9t00 NOTE: ON NEWLY PLANTED AND TRANSPLANTED PALMS SPIKES WILL BE PLACED CLOSEST TO THE TRUNK. 20 10 0 20 40 LIMIT OF WORK 12+00 10+00 PHASE 1 EAST BALBOA BLVD. SEE SHEET 82 I I . I C > .J 00 < 0 00 J < 00 PHASE 3 EAST BAY AVE. SEE SHEET 84 , i, PREPARED BY : 13+00 === PLANTING LEGEND SYl16OL TREES: 6AU VAR EUC NIC EUC TOR PALMS: ARC CUN UJAS RO6 S¼4RU13S AGAVAR AGA ATT ALO ARB ALO NO6 6UX MIC CEN CIN Cl-IL COM EUR 'MUN' FES CIN I-IEM '6T' LIG TEX MYRCOM PI-IO '66' PI-IO 'JS' PRU CAR RAP 'JE' STR REG TRA JAS VINE: JAS POL BOTANICAL NAME· 6auhlnla varlegata Euc:a lyptue nlc:ho 1Tr Euc:a lyptue torqua ta Archontophoenlx c:unnlnghamlana Washlngtonla robueta Agapanthue varlgata Agave attenuata Aloe arboreec:ene Aloe nobllle 6uxue mlc:rophylla Japonlc:a Centaurea c:lnerarla * Chlorophytum c:omoeum Euryope 'Munc:::hl<..Tn' Fesf.uc:a c:lnerea 'Glauc:a' l-lemeroc:a Ille hybrid Liguetrum Japonlc:um 'Texanum' Myrtue c:ommunle * Phormlum tenax 'Bronze 6aby' Phormlum tenax 'Jack Spratt' * Prunue c:arollnlana 'Compac:ta' Raphloleple lndlc:a * Strelltzla reg1nae * Tracheloepermum Jaemlnoldee * = Plante for Pottery Planting Schedule Refer to eheete that have pottery. Jaemlnlum polyanthum GROUND COVER: -Aloe arletata -6ouga1nvlllea 'La Jolla' -* Pelargonlum peltatum -Strelltzla reglnae ~ Succulent Ground Cover . . ' . . . . ' . . ' . . . ....... . . . ' ... . . . . . . . ' . . ' . . ' Turf 1FdJlif(Y,qK 1---,-4== ... •: L'i: .. = ...... ::3-......c.~ . ... 1i' ::;= i *@ ' ff i~ ~ COMMON NAME Purple Orchid Tree Nlchol'e Willow-Leafed Peppermint Coral Gum King Palm Mexican Fan Palm Variegated Llly-of-the-Nlle Century Plant Tree Aloe NCN Japanese Boxwood Duety MIiier Sp!cfer Plant NCN 6Iue Feec:ue '6rlght-n-tlght-orange' Gloeey Privet True Myrtle Bronze 6aby Flax Jack Spratt Flax SIZE Compact Carollna Laurel Cherry 'Jack Evans' 6Trd of Paradise Star Jasmine Pink Jasmine NCN NCN Ivy geranium 61rd of Paradise Carpobrotue chllenele Exc:allbre -Seashore Paepalum Pacific: Earth Reeourc:ee (811)(?)) '342-5>2':!t& ! 31&" 6ox 31&" 6ox 31&" 6ox 12 ', 18' 6TI-I 12' 6TI-I 1 G!AL 5, G!AL 5, Gal 5, Gal I Gal 4" Pot 4" Pot 4" Pot I Gal I Gal &, 15> Ga I 5, Gal I Gal 5, Gal 15> GAL 5, Gal 15> Gal I Gal 5, Gal 5, Ga I -18" o.c:. 5, Ga I -31&" o.c:. 4" Pot 5, Gia I -36" o.c:. Triangular epac:lng from flats fi> 12" O.C. Sodded Turf :~ ~ 4 !JA5 FOL tl-':--·.l_, I:: .,.,.,..._.,,, ·~: ~ A.,.-::.,,...·1·· ..,.,.-9',.'-,-:, ,--10:,,.,,,AL-+. ,-k,,..,, .-.··-'t· .p,. ::J tt~ L. ,/"¥~-+~----_.___,,,=-i::::= 4 WAS R06 2&' 6TH CITY OF NEWPORT BEACH SGAL _l_ 28 FE5 CIN 1 GAL TYPICAL PLANTING LAYOUT SCALE 1/4'=1'-0' REVISIONS a SITE FURNISHINGS L CP PM A T a B 5' 6' 8' NP BR * CONCRETE LIGHT STANDARD PER CITY OF NEWPORT BEACH CONCRETE POST WITH ~ HANGING BASKETS PER ~ CITY OF NEWPORT BEACH n,_ 2' DIAMETER QUICK CRETE 'V CALIFORNIA SERIES ROUND POT #QR-CLS 2422P NOTE: INSTALL JARDINIER (ASIS) W/ DRAIN TUBE, SIZE TO FIT IN ALL QUICK CRETE POTS. e PARKING METER PER CITY OF NEWPORT BEACH @ TIMBERFORM RENAISSANCE ASH RECEPTACLE #2812-P 0 TIMBER FORM RENAISSANCE TRASH RECEPTACLE #28-14-FT-P(NO LID). 0 QUICK CRETE CLASSIC SERIES TRASH RECEPTACLE #0RCLS3031 WO 0 QUICK CRETE ROUND BOLLARD #QR-52B WITH TILE INSET TIMBER FORM RENAISSANCE BENCH #2805-5 (5'-o") #2806-6 (6' -0") #2806-8 (8'-0") I MODULAR NEWSPAPER RACK '----~· RAK SYSTEMS INC. # 100 COIN OPERATED NEWS RACK WITH ELEVATOR SHELF a • a a a BIKE RACK COLUMBIA CASCADE SUPER CYCLOOPS #2175-8 PO i I EHY PLANTING SCHEDULE 0 1-15 GAL PHORMIUM TENAX 'BRONZE BABY' SPIDER PLANT 8-4" POTS CHLOROPHYTUM COMOSUM @ 1-15 GAL STRELITZIA REGINAE BIRD OF PARADISE 8-4" POTS PELARGONIUM SPECIES ~dM~~~tN/YA'~oLINA LAUREL CHERRY 0 1-15 GAL PRUNUS CAROLINIANA COMPACTA' STAR JASMINE 4-1 GAL TRACHELOSPERMUM JASMINOIDES ,--~!;;:- r----'.J,' Q~d_Li==_r~ -~ G1111111il11iii11il.iif.fl] . PROFILE SCALES I I I I IIIIIII II I 111111111111111 111111111111111 IIIIIIIIIIHII ~(IEYMAP CZ: ~ t-------------------NO. DATE BY APPROVED HORIZONTAL PALM STREET PLANTING PLAN NUVJIS LANDSCAPE ARCHITECTURE AND PLANNING THIS PLAN IS SIGNED BY THE CllY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO THE CllY SfANDARDS AND REQUIREMENTS ONLY. THE CllY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. PLAN SCALE ,. = 20' FROM 10+00 TO 14+40 C 3333 FX: 714.754.7346 PH: 714.754.7311 APPROVE¾~,-=--ov-m-o) t-----+---t---+------------i---------. DESIGNED BY: DRAWN BY: CITY OF NEWPORT BEACH R-5763-S PUBLIC WORKS DEPT. DATE t----t---t---+---------~--i---------. CHECKED BY: DATE : PUBLIC WORKS DEPARTMENT SHEET85 OF 96 ' . 0 > ..J C\I aJ co \ 6 I ARC CUN I 12' 6TI-I 11+00 Appr PHASE 3 WASHINGTON ST. SEE BELOW STREE~..--"" " , ,,....---..., lb u \ '1-+-++-+-~H-1-+-+--JI "' : _IMll' •.. 3 I ARC CUN OF •• I 12' 6TI-I I , VOR,!,-.i _ _, J ,, I '------' 12+00 PHASE 3 EAST BAY AVE. SEE SHEET 84 PHASE 2 r-c::::::I c:::::::I c::::::I r=:::I c::2 I \_ ff ..-<( 1- WCJ) 0 W _ ______,. aJW <(_JI I<( CJ) ll.. aJ w ~w <( CJ) w [8 8 ARC CUN 12' 6TI-I NOTE, SEE RESTROOM BUILDING ENLARGEMENT PHASE 3 3 43 4S 2 ARC CUN 12' 6TI-I AGA'VAR' 1 GAL FEL FEL 4 11 FOT 6AU VAR 4 11 FOT RESTROOM BUILDING ENILARGEMENT SCALE 1/8""'1'-0" 20 10 0 PHASE 3 EAST BAY AVE. SEE SHEET 84 20 40 8 ARCCUN 12' 6TI-I SUOOESTED COVERAQE Al\'D FI.ACBVE\JT OFAU.SnXES 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. SEE FLAN FOR TREE TYFE / ~ I /\ \ .. I .. •I•}•;.: . . ) 'c,.1, .. ,., :,.,., .. ~~--.,, ,ri.;* * . ' • !* >-·, ;,-"'"' . . '* 12 6UX rilC !:;GAL 4 AGA 'VAR' I 1 GAL ~ ~ V I \ ' , ' I • • . I ., "i I 1· . . '•• ~~-', . . . ; . )* *• ~ , .. , '""' -*\ • ' . '* *i ,.~,\: ~-~ ', / 1· •:,·~·£·\ .. -~· ~ ~' t'. . • ,, " l_ 13tOO ~ t~~ ~--s~- '\ < ' ~~ -~~- ~ -: ,: ~~ I-l~~ n PREPARED BY : \ V )\ \ /~ / ~ y ......._ .---......._ ' TYPICAL SHRUB PLANTING LAYOUT SCALE 1/4• .. 1•-o• PLANTING LEGEND SYMeOL TREES, 6AU VAR EUC NIC EUC TOR PALMS: ARC CUN WAS RO6 51-4RU6S AGAVAR AGA ATT ALO AR6 ALO Noe eux Mic CEN CIN Cl-IL COM EUR 'MUN' FES CIN I-IEM '6T' LIG: TEX M..,.-R COM PI-IO 1661 PI-IO 'JS' PRU CAR RAP 'JE' STR REG: TRA JAS VINE: JAS POL 60TANICAL NAME eauhtnta vartegata Euca lyptue nlcnolfl Eucalyptue torquata Archontophoenlx cunntnghamtana Waehrngtonta robueta Agapanthue varrgata Agave attenuata Aloe arboreecene Aloe nobllre euxue mfcrophylla Japonfca Centaurea clnerarta * Chlorophytum comosum Euryope 'Munchlc.fn' Feeluca clnerea 'G:lauca' l-lemerocallle hybrid Llguetrum Japonlcum 'Texanum' Myrtus communle * Phormtum tenax '6ronze 6aby' Phormlum tenax 'Jack Spratt' * Prunus carollnlana 'Compacta' Raphtolepte tndrca * Strelltzla regtnae * Tracheloepermum Jaemlnoldee * = Plante for Pottery Planttng Schedule Refer to eheete that have pottery. Jasmlnlum polyanthum GROUND COVER: 1111 Aloe arletata 6ougatnvlllea 'La Jolla' m * Pelargonlum peltatum 1111 Strelrtzla reglnae ~ Succulent. Ground Cover 12] Turf CITY OF NEWPORT BEACH COMMON NAME Purple Orchid Tree Ntchol'e Wlllow-Leafed Peppermint. Coral Gum King Palm Mexican Fan Pa Im Variegated Llly-of-the-Nlle Century Plant Tree Aloe NCN Japaneee 6oxwood Duet.y Mll !er Sptcfer Plant. NCN Slue Feecue '6rlght-n-t.Tght-orange' G:loeey Privet True Myrtle 6ronze 6aby Flax Jack Spratt Flax SIZE Compact Carollna Laurel Cherry 'Jack !=vane' 61rd of Paradtee Star Jaemlne Pink Jaemlne NCN NCN Ivy geranium 61rd of Paradlee Carpobrotue chllenete Excallbre -Seaehore Paepalum Pacific Earth Reeourcee (8(l)(l)) '342-!:>2'3~ REVISIONS 36" 6ox 36" 6ox 36" 6ox 12 ', 18' 6TI-I 12' 6TI-I 1 GAL !:> GAL S Gal S Gal I Gal 4" Pot 4" Pot 4" Pot 1 Gal 1 Ga I &, IS Gal S Gal 1 Ga I S Gal 1& GAL S Gal lS Gal 1 Gal !:> Gal S Ga I -18" o.c. S Gal -36" o.c. 4" Pot S Gal -36" o.c. Triangular epactng from flate e 12" O.C. Sodded Turf POTTERY PLANTING SCHEDULE G) 1-15 GAL PHORMIUM TENAX 'BRONZE BABY' 8-4" POTS CHLOROPHYTUM COMOSUM SPIDER PLANT 0 1-15 GAL STRELITZIA REGINAE BIRD OF PARADISE 8-4" POTS PELARGONIUM SPECIES IVY GERANIUM 0 1-15 GAL PRUNUS CAROLINIANA COMPACTA' COMPACT CAROLINA LAUREL CHERRY 4-1 GAL TRACHELOSPERMUM JASMINOIDES STAR JASMINE SITE FURNISHINGS L CP PM A T K CONCRETE LIGHT STANDARD M-PER CITY OF NEWPORT BEACH e CONCRETE POST WITH HANGING BASKETS PER CITY OF NEWPORT BEACH n 2' DIAMETER QUICK CRETE y CALIFORNIA SERIES ROUND POT #QR-CLS 2422P NOTE: INSTALL JARDINIER (ASIS) W/ DRAIN TUBE, SIZE TO FIT IN ALL QUICK CRETE POTS. PARKING METER PER Q CITY OF NEWPORT BEACH a 8 5' 6' 8' @ TIMBERFORM RENAISSANCE ASH RECEPTACLE #2B12-P 0 TIMBER FORM RENAISSANCE TRASH RECEPTACLE #28-14-FT-P(NO LID). 0 QUICK CRETE CLASSIC SERIES TRASH RECEPTACLE #QRCLS3031 WO 0 QUICK CRETE ROUND BOLLARD #QR-52B WITH TILE INSET NP BR TIMBER FORM RENAISSANCE BENCH #2B06-5 (5' -0") #2806-6 (6'-o") #2B06-8 (8' -0") I MODULAR NEWSPAPER RACK . RAK SYSTEMS INC. '----~ # 100 COIN OPERATED NEWS RACK WITH ELEVATOR SHELF a--.-a--o-n BIKE RACK COLUMBIA CASCADE SUPER CYCLOOPS #2175-8 rn, B . . .. i . 'DfflD□[]'t·e:1 1 I --~l ,~ PROFILE SCALES G1111111ii111i111ii.i.ii.ill. r5.ifoni°Ji1111ii111U: - • 111!111111111111111 • 111111111111111 Ill Ill llllllll 111111111111111,'III II I IIIHII KEYMAP C 3333 [Z ::SJ ~------------------1~N.:.:O:.:i· i-:D::.A.:,;,T.::,E--J.-:B:.:Y-1-__________ -+-AP_P_R_O_V_ED7 HORIZONTAL THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR WASHINGTON STREET PLANTING PLAN NUVJLS LANDSCAPE ARCHITECTURE AND PLANNING FX: 714,754.7346 PH: 714.75-!.7311 CONCEPT AND ADHERENCE TO THE CllY STANDARDS AND REQUIREMENTS ONLY. THE CllY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. APPROVE(}~~~~ .__ Qo--03-0) PUBUC~EPT. DATE f----+-----1--+------------t--------i PLAN SCALE 1· = 20' DESIGNED BY: DRAWN BY: f----l----l--1------------t---------J CHECKED BY: DATE : FROM 1ot00 TO 13+18 CITY OF NEWPORT BEACH R-5• 63-8 PUBLIC WORKS DEPARTMENT SHEET 6 OF 96 10+00 <( Wo, a:co <C1-c,w zW -I ~(/) a: <CW CLW ,....Cl) Wl-(1) (/) <(<( IW CL a+oo ·, . , ··, \~. i~.: ·• . ··"· LIMIT 9t00 8 EUC TOR 3&" EIOX t1 ~:OF WORK ~F·• :;_:i;' ·•~'· ~.r:;:::::::.~==L,,_,.,...,-,.1 ~,. j . .•· /'. • /""I" , ~~ / / . . / "' • ,/ .-~>-~_: __ 11+00 12+00 48 MYRCOM IGA!. 13 PHO 'JACK SFRAT' & GA!. 2 PHASE 3 EAST BAY AVE. SEE SHEET 84 32 P6A 'VAR' & GAL LIMIT OF ORK 20 10 0 &4 MYRCOM i 40 MYRCOM I GAL ':I P6A 'VAR' &GAL a& MYRCOM I GA!. 20 I GA!. 3 EUC TOR 3&" EIOX 40 3 EUC TOR 3&" eox 10+00 ., .,. ' }~)· -.. 13+00 IMIT 18 P6A 'VAR' S GA!. MYRCOM I GAL ~; ,, , .. 111111111\llllllllllll' PREPARED BY : NlUVliS LANDSCAPE ARCHITECTURE AND PLANNING FX: 71A.75A.73A6 PH: 71A.75A.7311 / 6EE FLAN FOR TREE TYFE ,// ,// /// / / MYR COM S GAL 4 Fi-10 '66' l GAL CP ~ TYPICAL SHRUB PLANTING LAYOUT SCALE: 1/4'=1'-0' PLANTING LEGEND 6YM60L 60T ANICAL NAME COMMON NAME TREES: BAU VAR Bauhlnla varlegata Purple Orchid Tree EUC NIC Euca 1!:H::itue nlcholll Nlchol-e WIilow-Leafed EUC TOR Euca 1!:jptue torquata Peppermint Coral Gum PALMS: ARC CUN Archontophoenlx cunnlnghamlana King Falm WAS R06 Waehlngtonla robueta Mexican Fan Fa Im S~RUBS AGAVAR Agapanthue varlgata variegated Lll:1-of-the-Nlle AGA ATT Agave attenuata Centur:i Flant ALO ARE> Aloe arboreecene Tree Aloe ALO NOB Aloe nobllle NCN eux Mic Buxue mlcroph:jlla Japonlca Japanese Boxwood CEN CIN Centaurea clnerarla Due~ MIiier CHL COM * Chloroph~ um comoeum Spl er Flant EUR 'MUN' Eur~ope ' unchkrn' NCN FES CIN Fee uca clnerea 'Glauca' 61ue Feecue HEM 'BT' Hemerocallle h!:Jbrld 'Brlght-n-tlght-orange' LIG TEX LTguetrum Japonlcum 'Texanum' Gloee:i Frlvet MYRCOM M:irtue communle True M!:Jrtle FHO 1661 * Fhormlum tenax 'Bronze 6ab:i' Bronze 6ab:i Flax FHO 'JS' Fhormrum tenax 'Jack Spratt' Jack Spratt Flax SIZE FRU CAR * Frunue carolinlana 'Compacta' Compact Carolina Laurel Cherr:i RAF 'JE' Raph1olep1e lndlca 'Jack Evane' STR REG * Strelltzra regrnae Bird of Faradlee TRA JAS * Tracheloepermum Jaemlnoldee Star Jasmine * = Plante for Fotter:i Planting Schedule Refer to eheete that have potter:i. VINE: JAS FOL Jaemlnlum pol!:Janthum Fink Jasmine GROUND COVER: -Aloe arletata NCN -6ougarnvlllea 'La Jolla' NCN -* Felargonlum peltatum lvH geranium -Strelrtzla reglnae 61rd of Faradlee ~ Succulent Giround Cover Carpobrotue chllenele .... ' . ' .31&11 Box .31&11 Box .31&11 Box 12', 18' BTH 12' 6TH I GAL S GAL S Gal S Gal I Gal 4" Fot 4" Fot 4" Fot I Gal I Gal S, IS Gal S Gal I Gal S Gal IS GAL S Gal IS Gal I Gal S Gal S Ga I -18" o.c. S Gal -.31& 11 o.c. 4 11 Fot s Gal -.3i& 11 o.c. Triangular ei:,acrng from flate ,6) 12" O.C. . . . . . . . ' ... ' .. . . ' ' ' . ' ....... . . . ' ... Turf Excalrbre -Seashore Faepalum Sodded Turf Pacific Earth Reeourcee (8e>0) ~42-S2'9i& CITY OF NEWPORT BEACH REVISIONS PO i I EHY PLANTING SCHEDULE 0 1-15 GAL PHORMIUM TENAX 'BRONZE BABY' 8-4" POTS CHLOROPHYTUM COMOSUM SPIDER PLANT @ 1-15 GAL STRELITZIA REGINAE BIRD OF PARADISE 8-4" POTS PELARGONIUM SPECIES IVY GERANIUM a,. 1-15 GAL PRUNUS CAROLINIANA COMPACTA' l.::V COMPACT CAROLINA LAUREL CHERRY 4-1 GAL TRACHELOSPERMUM JASMINOIDES STAR JASMINE SITE RJRNISHINGS L CP PM A T a B 5' 6' 8' NP BR a * CONCRETE LIGHT STANDARD PER CITY OF NEWPORT BEACH CONCRETE POST WITH ~ HANGING BASKETS PER ~ CITY OF NEWPORT BEACH fn., 2' DIAMETER QUICK CRETE 1V) CALIFORNIA SERIES ROUND POT #QR-CLS 2422P NOTE: INSTALL JARDINIER (ASIS) W/ DRAIN TUBE, SIZE TO FIT IN ALL QUICK CRETE POTS. PARKING METER PER Q CITY OF NEWPORT BEACH @ TIMBERFORM RENAISSANCE ASH RECEPTACLE #2812-P 0 TIMBER FORM RENAISSANCE 1V) TRASH RECEPTACLE #28-14-FT-P(NO LID). 0 . QUICK CRETE 'g CLASSIC SERIES TRASH RECEPTACLE #QRCLS3031 WO 0 QUICK CRETE ROUND BOLLARD #QR-52B WITH TILE INSET TIMBER FORM RENAISSANCE BENCH #2806-5 (5'-o") #2806-6 (6'-o") #2806-8 (8' -o") MODULAR NEWSPAPER RACK RAK SYSTEMS INC, # 100 COIN OPERA TED NEWS RACK WITH ELEVATOR SHELF a , a a a BIKE RACK COLUMBIA CASCADE SUPER CYCLOOPS #2175-8 a ~ ,·~b Q . ---- KEYMAP PROFILE SCALES C 3333 1----------------------, NO DATE BY APPROVED HORIZONTAL ~:.:·i..::::..:.:.::=-1-..::::..:.-1------------+----; MAIN STREET PLANTING PLANS 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. APPROVE~~= PUBLIC WORKS DEPT, DATE l---+--+---1--------------t-------j PlAN SCALE 1· = 20' DESIGNED BY: DRAWN BY: f---+--+----l-------------t------1 CHECKED BY: DATE : FROM 1ot00 TO 14+80 CITY OF NEWPORT BEACH 63-S PUBLIC WORKS DEPARTMENT SHEEr81 OF 96 28 PHO 'BB' &GAL 1'3 PHO 'BB' & GAL 10 ALON06 & GAL 12 !:CH FAS & GAL 12 WASR06 10 WAS ROB RELOCATED RELOCATED 12 WASR06 RELOCATED 22 ALON06 & GAL 1& ALOA~I 5 GAL 8 ALON06 &GAL 6 WASROB Rl:LOCATED 6 ALOARI & GAL & PHO TEN &GAL 1 ALON06 &GAL 1 WAS ROB ..- 2&' 6TH w 8 ALON06 & GAL 0) '3 !:CH FAS ~ & GAL I a.. 18 PHO TEN 5 GAL u C\I D D D D D ..:::=::---- D SEE SHEET SO FOR PLANT LEGEND SITE RJRNISHINGS GROUND COVER LEGEND L CP PM A T * CONCRETE LIGHT STANDARD PER CITY OF NEWPORT BEACH CONCRETE POST WITH ~ HANGING BASKETS PER '{';:!2J CITY OF NEWPORT BEACH A 2' DIAMETER QUICK CRETE '-VJ CALIFORNIA SERIES ROUND POT #QR-CLS 2422P 0 NOTE: INSTALL JARDINIER (ASIS) W/ DRAIN TUBE, SIZE TO FIT IN ALL QUICK CRETE POTS. PARKING METER PER CITY OF NEWPORT BEACH ALOE ARIST!).TA 5 GAL -18 0.C. TRIANGULAR SPACING BOUGAINVILLEA 'LA JOLLA' 5 GAL -36" 0. C. TRIANGULAR SPACING SUCCULENT GROUND COVIER CARP0BR0TUS CHILENSIS TRIANGULAR SPACING STRELITIZA REGINAE 5 GAL -36" 0.C. TRIANGULAR SPACING SODDED TURF EXCALIBRE-SEASH0RE PASPAIUM ----. . . . . . . . . . . . . . . . . . ' . . . . . . . . . . . . . . . . . . . . . . ' t--t--t----+--t-K"::»+-l-+-+--+-+--J--+~-Hf-+-f----+-+------+-+~1»-++-J---+-+--+-+--+---f-4~1-+-+----+---at----1 !:CH FAS 0 B 5' 6' 8' NP @ TIMBERFORM RENAISSANCE ASH RECEPTACLE #2812-P 0 TIMBER FORM RENAISSANCE TRASH RECEPTACLE #28-14-FT-P(NO LID). 0 QUICK CRETE 12 WA5R06 Rl:LOCATE = I WAS R06 Rl:LOCATED 8 WASROB !:XIS ING, == NOTE: THROUGHOUT BALBOA VILLAGE A TOTAL OF 160 WASHINGTONIA ROBUSTA'S WILL BE RELOCATED. 86 WASINGTONIAS WILL BE RELOCATED AS CALLED OUT ON THIS SHEET. PHASE 1 PARKING LOT -EAST SEE SHEET 89 .~,,:... --~1 ' . . . . . . . KEYMAP -{:jhl/====- 5' 5' POST l CABLE LAYOUT SCALE: 1/8"=1'-0" 20 10 o 20 40 B 88 [E B 88 POST l CABLE LAYOUT SCALE: 1/8"=1'-0" D PREPARED BY : L2 =SJ NUVJlS LANDSCAPE ARCHITECTURE AND PLANNING FX: 714.754.7346 PH: 714.754.7311 5' 5' 1(2)' POST l &GAL WALL DETAIL 4 WAS ROB Rl:LOCATED c;r 8 PHO TEN &GAL B 88 = (F' = II PHASE 2 PALM STREET SEE SHEET 86 &'-b" 5'-b" 5'-b" lb'-b" - - II WAS ROB 6 ALON06 5 GAL B 88 CABLE LAYOUT SCALE: 1 /8"=1'-0" POST & CABLE LAYOUT SCALE: 1/8"=1'-0" CITY OF NEWPORT BEACH NO. DATE BY 'g CLASSIC SERIES TRASH RECEPTACLE #QRCLS3031 WO 0 QUICK CRETE ROUND BOLLARD #QR-52B WITH TILE INSET TIMBER FORM RENAISSANCE BENCH #2806-5 (5'-0") #2806-6 (6' -o") #2806-8 (8'-0") I MODULAR NEWSPAPER RACK ~--~-RAK SYSTEMS INC. # 100 COIN OPERATED NEWS RACK WITH ELEVATOR SHELF --12' BTH BR a • a a a BIKE RACK COLUMBIA CASCADE SUPER CYCLOOPS #2175-8 SUaaESTED COVERAGE Al\!D PLACB\'B\IT OFALLSFiXES COVERAGE: 6" 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. s· -o" TREE WELL PER PLAN '----20' BTH NOTE: PALMS ARE RELOCATED WASHINGTON ROBUST UNLESS OTHERWISE NOTED ON PLANS ® ~~-LM PLAMTING G) 7 /16" DIA HOLE DRILLED THROUGH INSIDE POSTS. (g) GROUT FILL 4" DIA. POST & ROUND CAP W/ GROUT AS SHOWN @TYPE 304 STAINLESS STEEL CABLE-7X19 STRAND CORE, 1/4" BARE, NYLON COATED 5/16", #8912T754 -,----; 1---1-~-i l---+-,----4+-l-~i,,----( 5 G) 1 /2'' DIA HOLE DRILLED THROUGH END PIPE. • (0 ENLARGEMENT SCALE: N.T.S. • 0 I t") 6 @ 3/8" T0PLOCK NUT #90045 017 CUT STUD SWAGE TO BE FL SH i------17 @WIRE ROPE 1/4" STUD SWAG FITTING #3870T26 (z) 4" DIA. ROUND TUBULAR ST EL i,...,,,.~:;.,.,..--POST POWDER COAT & -~ 11 PAINTED GREEN. COLOR TO BE APPROVED BY CITY OF NEWPORT BEACH :::ffi I " m ~111 1111 ~-- _I I Ill O 0 ~ = = ·:.' . . @CONCRETE FOOTING -SLOP --,._/J,. . TOP 2% MIN. AWAY FROM P ST @WIRAP POST BELOW GRADE TH NON-CORROSION TAPE. +q~ -· ·_. I ffi 111-111-11-111- 12" SECTION SCALE: 3/4"=1'-0" NOTE: @) FINISH GRADE @INTERIOR POSTS (TYPICAL) 1. END POST CONNECTIONS SIMILAR 2. ALL HARDWARE MODEL NUMBERS FROM MCMASTER-CARR SU PLY COMPANY (562) 692-5911 OR APPROVIED EQUAL. 3. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS TO B POST l CAIBILE APPR0VIED BY LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION AND INSTALLATION. SCALE: AS SHOWN c-13333 REVISIONS PROFILE SCALES 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 PLAN SCALE PARKING AREA -wEkr PLANTING PLANS DESIGN ASSUMPTIONS AND ACCURACY. 1• = 20' <\A \(2~ DESIGNED BY: DRAWN BY: APPROVED ~~' = 2,-03-0 \ ,--jf-.----l---1----------+----1 PUBLIC WORKSDEPT. DATE CHECKED BY: DATE : CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5163-S SHEET OF 96 ---.-, I LM STRE,1'-fl-'1----J E SHEET Ill- PHASE 1 '"kV 16 ARC CUN 12' BTH 32 FE& CIN !GAL n 1 LIG TEX U-----t-,,lS~GAL=-:--,--~ 32 FE& CIN 1 GAL 1 LIG TEX L a a u [t- [l- L a ~ u [t- fi-- L a a a □ 27 WAS ROB RELOCATE a a IS GAL 1 WA5ROB RELOCATE A 89 ( 2S' BTH S ALONOB SGAL 3 FHO TEN SGAL G I 6 () 6 32 FE& CIN !GAL 1 LIG TEX ISGAL A 89 6 6 1 LIG TEX ISGAL 32 FE& CIN !GAL 0 @) 20 10 0 6 6 6 6 I Bl ) OCTA/TOUR BUS LAYOVER 3 LIG ISGAL I!:! I!:! FE& CIN I!:! FE& CIN 1!:I FE& CIN le.AL IGAL IGAL 3 LIG TEX 3 LIG TEX 3 LIG TEX IS GAL ISGAL ISGAL Tl'P. ARC CUN 12' 6TH 12 AF<C CUN 12' 6TH 33 FE& CIN 1 GAL S LlG TEX ISGAL 6 ALONOB SGAL S WAS ROB 2S' 6TH 4€> FE& CIN 1 GAL 3 LIG TEX IS GAL 1& LIG TEX ISGAL I& LIG Tl:X lSGAL !:I LIG TEX ISGAL 3& UJA5 ROB . . • • • • • • • • • • • □ • • 6" 9" 12" 15" 18" IGAL 12 MYR COM 4 6 8 10 NOTE: ON NEWLY PLANTED AND TRANSPLANTED PALMS SPIKES WILL BE PLACED CLOSEST TO THE TRUNK. 3611 BOX 1€> UJA5 ROB 2S' 6TH e. a WAS ROB RELOCATE • • 2€) LIGTEX !SGAL • • . . ·:_ as 34 LIG TEX ISGAL LIG TEX IS GAL LIG TEX IS GAL 24 LIG TEX ISGAL 2 UJA5 ROB RELOCATE 12 UJA5 ROB • • RELOCATE • • . . . . e. e. e. 3 FHO 'JS' Sc.AL 4 ALO ARB Sc.AL 3 C"r'Cf<EY 36" BOx ---~---4 f'l.4O ROE 24" BOX 12 5TF< REG IS GAL 4 ALO ARB Sc.AL 4 ALO ARB Sc.AL 3 f'l.4OF<OE 24" BOX 6 5TF< REG lSGAL S ALO ARB SGAL 3 PHO ROE 24" BOX 27 ARC CUN 1&' 6TH 43 RAP IND SGAL 1 C"r'C f<EY 36" BOx PHASE 1 ®O 5'i.P8[j 10 5TF< REG lSGAL 10 AGAATT 51P1 _, S GAL 13 ALO ARB SGAL 1 C"r'C f<EY 8 36"60X 0 41 RAF IND SGAL S Pl-1O ROE 24" BOX NOTE: THROUGHOUT BALBOA VILLAGE A TOTAL 160 WASINGTONIA ROBUSTA'S WILL BE RELOCATED. 104 WASHINGTONIA'S WIil BE RELOCATED AS CALLED our ON THIS SHEET. e Te! l.-'aultC RELOCATE 24 LIG X A 89 20 40 Exp ~bon +~ Dote OF C~ PREPARED BY : A 89 NUVlLS LANDSCAPE ARCHITECTURE AHO PLANNING FX: 714.754.7346 PH: 714.754.7311 6 IS A 89 l.QJ G n 0 CITY OF NEWPORT BEACH REVISIONS PROFILE SCALES i-------------------~N:..;.O:..:.+-=-DA:..;.T..:..:E=-i---=B:..;.Y---1------------+-AP_P_R_o_v_E---jD HORIZONTAL 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. APPROVE[\:~ B-:)-0\ PUBLIC WORKS DEPT. DATE 1---+--+--+------------t-----j PLAN SCALE 1· = 20' DESIGNED BY: DRAWN BY: 1------+--+--+------------t-----1 CHECKED BY: DATE : LINE SEE SH ASE 2 PARK EE SHEET90 c::::I c:::::I c::::s c:::I HASE 3 PARI~~ E SHEETS SEE SHE SO FOR PLANT L GENO GROUND COYER LEG ND eoLtiAIMLU!A 'LAJOUA' & (11,1.. .. '6' o.c. -ep-'CIN(; tPHASE 3 PARK eflCOI err aROI.HD COl.1;R ~O& ct-Ill.EN&!&. 1T<!AN<iUI.M OP-'CINC> 611'1!1.ITIZAIOlS<itlAE & GAL. -»· tf)J;. 1T<lAN<iUI.MOPACIG r SEE lbSHEET 90 ' TREE WELL FER PLAN NOTE, ~-12' BTH ~-20 BTH PALM& ARE f<ELOCATED WAeHINGTONlA F<06U&TA UNLE&S OTI-IEl<llll&E NOTED ON ANS A ~~LM PLAi\!TIN SITE RJRNISHINGS L CP PM A T a 8 5' 6' 8' NP BR * CONCRETE LIGHT STANDARD PER CITY OF NEWPORT BEA H CONCRETE POST WITH ~ HANGING BASKETS PER ~ CITY OF NEWPORT BEACH fA., 2' DIAMETER QUICK CRETE 'VJ CALIFORNIA SERIES ROUND POT #QR-CLS 2422P NOTE: INSTALL JARDINIER ( SIS) W/ DRAIN TUBE, SIZE TO Fl IN ALL QUICK CRETE POTS. PARKING METER PER Q CITY OF NEWPORT BEACH @ TIMBERFORM RENAISSANCE ASH RECEPTACLE #2812-P 0 TIMBER FORM RENAISSANCE '-g ffiASH RECEPTACLE #28-14-FT-P(NO LID). 0 QUICK CRETE CLASSIC SERIES TRASH RE EPTACLE #QRCLS3031WO 0 QUICK CRETE ROUND BOLL RD #QR-52B WITH TILE INSET TIMBER FORM RENAISSANCE BENCH #2806-5 (5'-0") #2806-6 (6'-0") #2806-8 (8' -0") I MODULAR NEWSPAPER ACK L-------'-RAK SYSTEMS INC. # 100 COIN OPERATED NEWS RACK WITH ELEVATOR HELF a • a a a BIKE RACK COLUMBIA CASCADE SUPER CYC OOPS #2175-8 C 3333 PARKING AREA EAS PLAi\ITING PLANS CITY OF NEWPORT BEACH R-• 63-8 PUBLIC WORKS DEPARTMENT SHEET 89 OF 96 j 10 ere REY 3611 130X 3 FI-IOROE 24" 130X 36 CEN CIN 4" FOTS 12' FEL FEL 411 POTS 16 Ff.lo 'J.5.' SGAL IS ALO ARB SGAL 2 /l6A ATT SGAL S STRREG !SGAL !1!>11 !-!EM 'T.13.' 1 GAL 2 /l6A ATT SGAL 2 FI-IO ROE 24" 130X 2 CYC REY 3611 130X 12 RAF 'J.E.' !GAL CEN CIN 411 POTS 1 F1-10 ROE 24" 130X 3 CYCREY 3611 130X 4 FI-IO 'J.5.' &GAL 16" 1-iEM 'T.13.' 1 GAL ISGAL /l6A ATT &GAL 1 ALO AR13 &GAL 2 /l6A ATT !:>GAL S STRREG 15 GAL 2 0 0 a ARCCUN 12' 13TI-I 2 /l6A ATT &GAL S STR REG ISGAL 2 /l6A ATT SGAL /l6A ATT !:>GAL SGAL S STRREG !!:>GAL 2 /l6A ATT SGAL 8 ALO AR13 SGAL FI-IO ROE 24" 130X 0 0 0 0 4 EURMUN SGAL 2 /l6A ATT &GAL 4 STR REG 16 GAL a /lr:,A ATT &GAL 4 CYC REY 3611 130X 2 F!-10 ROE 2 11 X 12"0 FEL PEL 4" POTS I!> /l6A ATT SGAL 4 PHO ROE 8 PI-IO 'J.S.' 24" 130X !; GAL a CYC REY II!>" 1-iEM 'B.T.' 31!>" BOX I GAL 1 PI-IO 'J.5.' S RAF IND S GAL S GAL 43 ALO ARB IS /l6A ATT !; GAL RELOCATED~ S GAL 19 PHO 'J.5.' MONUMENT l-'='J '--'--+'-'-"'--'-c=--(FERDU O 0 SGAL 0 0 STRREG !!;GAL 3 PI-IOROE 24" 130X I!> CYC REY 31!>" 130X 9 PHO 'J.5.' SGAL 3 PHO 'J.S.' SGAL PROP05ED TU"-1= I!> RAF IND SGAL 0 69 CEN CIN 4" POTS 0 PHASE 3 1 PHO 'J.5.' s FI-IO 'J.5.' ~~~W'lf""o --SGAL I!> RAF IND ~ !:>GAL PHASE 1 ~~ I!> ALO ARB !:>GAL 4 CYCREY PARKING -WEST \\' SEE SHEET 89 \\ ~ 5 RAP IND SGAL 1 /l6A ATT t i q ll & CYCREY 31!>" 130X 2 PI-IO ROE 24" 130X 31!>" 130X 1-iEM 'T.6.' !GAL I PHOROE 24" 130X 4 ALO ARB SGAL 3 STR REG lS GAL 4 ALO ARB !; GAL PROP05ED TU"-1= &GAL 6 C'Y"C REY 31!>" 130X 3 FI-IO 'J.5.' SGAL RELOCATED--.__ MONUMENT (LUNDE> 31 PHO 'J.5.' SGAL 2 PHOROE 24" 130X I!> CYC REY 36" 130X , .36" 130X II!>" HEM 'T.13.' 1 GAL RELOCATED Pl-lOENIX CANARIENSIS 12" PEL PEL 4" POTS a FI-IO 'J.s. S CYC REY 36" 130X 4 ALO ARB SGAL 3 STRREG lS GAL 4 ALO ARB SGAL PREPARED BY : 20 10 0 20 ~ ~cc -0 ~$ Ju_ 0 I!, RAP 'J.E.' SGAL 2 STRREG ISGAL 3 RAP 'J.E.' SGAL 3 STRREG I!; GAL PEL FEL 4" POTS 2 PHO ROE 24" BOX 3 RAP 'J.E.' &GAL s STRREG 15 GAL , CYC REY 31!>" 130X , PI-IO 'J.5.' ~ &GAL 12" FEL FEL ISGAL !; ALO ARB SGAL 2 PHO ROE 24" 130X S ALO ARB &GAL 3 STRREG 4" FOTS I!> RAP IND S GAL 2 PI-IO ROE 24" 130X 11 PHO 'J.5.' SGAL 11 ALO ARB SGAL 12" PEL PEL 4" POTS 3 STR REG IS GAL 13 ALO ARB SGAL I!> RAF IND SGAL 3 STRREG 15 GAL PLANTING LEGEND SYMBOL TREES: 6AU VAR EUC NIC EUC TOR PALMS: ARC CUN CYC REV Fl-JO ROE UJAS ROB 5HRUB5 AGAVAR AGA ATT ALO AR6 ALO NO6 eux Mic CEN CIN Cl-lL COM EUR 'MUN' FES CIN 1-lEM '6T' LIG TEX MYR COM Fl-JO 1661 Fl-JO 'JS' PRU CAR RAF 'JE' STR REG TRA JAS VINE: JAS FOL BOTANICAL NAME 6auhtnla Var1e9ata Eucal!:Jptue nlcholrr Euca 1!:Jptue tor9uata Archontophoenlx cunnlnghamlana C!:Jca e revo luta Fhonelx robelenll UJaehlngtonla robueta Agapanthue var19ata Agave attenuata Aloe arboreecene Aloe nob11Te 6uxue mlcroph!:Jlla Japonlca Centaurea clnerarla * Chloropnitum comoeum Euryope 'f1unchkln' Feetuca clnerea 'Glauca' 1-lemeroca Ille h!:Jbrld Llguetrum Japonlcum 'Texanum' M!:Jrtue communle * Fhormlum tenax '6ronze 6ab!:J' Fhormlum tenax 'Jack Spratt' * Frunue carollnlana 'Compacta' Raphloleple lndlca * Strelltzla reglnae * Tracheloepermum Jaemlnoldee * = Plante for Potter!:! Flantlng Schedule Refer to eheete that have potter!:J. Jaemlnlum pol!:Janthum GROUND COVER: -Aloe arletata -6ouga1nvlllea 'La Jolla' -* Pelargonlum peltatum -Strelltzla reglnae § Succulent Ground Cover Turf COMMON NAME 51ZE Purple Orchid Tree Nlchol'e WIiiow-ieafed Peppermint Coral Gum King Palm Sego Palm Plgm!:J Date Palm Mexican Fan Pa Im Variegated Lll!:j-Of-the-Nlle Centur!:J Plant Tree Aloe NCN Japaneee 6oxwood Duety MIiier Spld'er Plant NCN 61ue Feecue '6rlght-n-tlght-orange' Gloee!:J Privet True M!:jrt le 6ronze 6ab!:J Flax Jack Spratt Flax Compact Carolina Laurel Cherr!:J 'Jack Evane' 61rd of Faradlee Star Jaemlne Pink Jaemlne NCN NCN IV!:J geranium 61rd of Paradlee To be eelected Excallbre -Seaehore Paepalum Pacific Earth Reeourcee (6(2)(2)) 'a42-S2'ai& 31&11 6ox 31&11 6ox 31&11 6ox 12 ', 16' 6Tl-l 31&11 6ox Multl Trunked 2411 6ox 12' BTl-l I GAL S GAL S Gal S Gal I Gal 4 11 Pot 4 11 Pot 4 11 Pot I Gal I Gal S, IS Gal S Gal I Gal S Gal IS GAL S Gal IS Gal I Gal S Gal S Gal -16" o.c. S Gal -31&11 o.c. 4 11 Pot S Gal -31&" o.c. Trlangular epaclng I!> PHO ROE 24" 130X 2 CYC REY 31!>" 130X IT OF WORK .3 STR REG IS GAL 3 ALOARB SGAL 2 PHO ROE 2411 130X C-z::S;J NUVJLS LANDSCAPE ARCHITECTURE AND PLANNING FX: 71.!.754.7346 PH: 71A.75A.7311 CITY OF NEWPORT BEACH REVISIONS PROFILE SCALES 1----------------------1 NO. DATE BY l--+---1--,--------------t------i APPROVED HORIZONTAL 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. APPROVED~~~~\c,, A\1\6 ~; \,1 PUBLIC WORKS DEPT. DATE f--+----+--+---------------t-------j PLAN SCALE 1· = 20' DESIGNED BY: DRAWN BY: f-----+--+---+--------------t--------l CHECKED BY: DATE : SITE RJRNISHINQS L CP PM A T a B 5' 6' 8' NP BR __K CONCRETE LIGHT STANDARD ')---< PER CITY OF NEWPORT BEACH CONCRETE POST WITH ~ HANGING BASKETS PER ~ CITY OF NEWPORT BEACH n-, 2' DIAMETER QUICK CRETE V CALIFORNIA SERIES ROUND POT #QR-CLS 2422P 0 NOTE: INSTALL JARDINIER (ASIS) W/ DRAIN TUBE, SIZE TO FIT IN ALL QUICK CRETE POTS. PARKING METER PER CITY OF NEWPORT BEACH @ TIMBERFORM RENAISSANCE ASH RECEPTACLE #2812-P 0 TIMBER FORM RENAISSANCE TRASH RECEPTACLE #28-14-FT-P(NO LID). 0 QUICK CRETE CLASSIC SERIES TRASH RECEPTACL #QRCLS3031WO 0 QUICK CRETE ROUND BOLLARD #QR-52B WITH TILE INSET TIMBER FORM RENAISSANCE BENCH #2805-5 (5'-o") #2806-6 (6' -0") #2806-8 (8'-0") ~--~ MODULAR NEWSPAPER RACK RAK SYSTEMS INC. ~--~ # 100 COIN OPERA TED NEWS RACK WITH ELEVATOR SHELF a • a a a BIKE RACK COLUMBIA CASCADE SUPER CYCLOOPS #2175-8 SUaaESTED COVERAGE Al\!D PI.ACBl.ENT Or All. SfiXES COVERAGE: 5" 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 . ~ ~<EY MAP C-,333 PENINSULA PARK PLANTING PLANS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT .i EYE BOLTS IN MASONRY WALL • 0 I r<') • co I ;i. 2'-0" 2'-0" MAX. MAX. FOR EACH VINE, PLACE EYE BOLTS AS SHOWN, ATTACH WIRE TO BOTTOM EYE SOLT AND EYE BOLTS AT TOP OF WALL. STRING WIRE THOUGH • EYE BOLTS AT 6' FROM TOP OF WALL. EYE BOLTS SHALL BE 1/4" DIA. GALVANIZED WIRE SHALL BE #12 GAUGE, TYPICAL. ATTACH ALL THREE WIRES TO B_OTTOM EYE-BOLT. NOTE: TO SECURE VINE ON TUBULAR STEEL FENCE-USE GREEN PLASTIC TAPE. GALVANIZED EYE- BOLT SET INTO WALL MINIMUM OF 1 1 /2". SET ROOTBALL TIGHT TO FOOTING SPREAD ON WALL OR FENCE AND SECURE ROOT BALL CROWN, 1" ABOVE FINISH GRADE. APPROVED BACKFILL WALL OR TUBULAR STEEL FENCE ts ~ M11i' i:!: ~ ~11i' CLzl WO -ou < _m m ROOT BALL CROWN TO BE 1" ABOVE FINISH GRADE A SHALLOW BASIN 2" DEEP SHALL BE FORMED AROUND ROOTBALL BELOW FIN. GRADE FINISH GRADE NATIVE GRADE OR CERTIFIED COMPACTED SUBGRADE APPROVED BACKFILL; THOROUGHLY MIXED PRIOR TO INSTALLATION PREVAILING WINDS CINCH TIE OR APPROVED EQUAL 1 O' GAL VIN I ZED ~1 S~AMLES PIPE 1 2 DIA N PLACED ON ~ =~ WINDWARD SIDE OF TREE FINISH-~ GRADE 0 NOTES: -SEE PLANTING SPECIFICATIONS PRIOR TO INSTALLATION OF PLANT MATERIALS. -THIS DETAIL APPLIES TO 15 GAL & 24" AND 36" BOX TREES -VERIFY DETAIL TO CITY SPECS PER CITY OF NEWPORT BEACH PRIOR TO INSTALLATION AND CONTRUCTION. -TREES INSTALLED WITHIN TURF AREAS SHALL BE INSTALLED WITH 'ARBOR-GARD' AT BASE OF TRUNK. ~-SURFACE OF 3" WATERING BERM 2 x DIAMETER OF ROOT BALL HOLE TO BE DUSTED WITH GYPSUM BEFORE BACKFILLING in LUTZ MAINTENANCE TREE SPIKE FROND TIE DETAIL I" = 1'-0" PLANTER SOIL ELEVATION ROOT BALL LUTZ MAINTENANCE TREE SPIKE A SHALLOW BASIN 2" DEEP SHALL BE FORMED AROUND BALL BELOW FINISH GRADE. FINISH GRADE NATIVE GRADE OR CERTIFIED COMPACTED SUBGRADE ,,=--APPROVED BACKFILL; THOROUGHLY MIXED BEFORE INSTALLATION 2x DIA ROOT BALL 95% COMPACTED SAND 12" AUGER THROUGH CALICHE OR HARD PAN CALICHE OR HARD PAN NOTE: NOTE: ON NEWLY PLANTED AND TRANSPLANTED AVAILABLE LUTZ PALM FERTILIZER # 30190 (MN) PALMS SPIKES WILL BE PLACED CLOSEST TO SPIKES FOR EACH TRANSPLANT. #30193 PALM THE TRUNK. TREE MAINTENANCE SPIKES FOR USE AFTER "'c=ov""'E,:-RA.,...,G=E·--.-~-~-~--- PALM IS EASTABLISHED LUTZ CORPORATION PALM DIA. 6" 9" 12" 15" 18" 1-(800) 203-7740 OR APPROVED EQUAL. t-----·-1-----+---4---1-----1----l NUMBER OF SPIKES USED WILL DEPEND ON PALM SPIKES USED 2 4 6 8 10 DIAMETER. ®r-~--~-s~_M_TR_E_E_P_LA_N_T_I_N....::;_G ___ _ TYP. PLANT-SPACING VARIES. SEE PLANT LEGEND & PLANS EDGE OF_/ PLANTING AREA NOTES: 1. ALL PLANTS TO l;lE PLANTED @ EQUAL SPACING (TRIANG) UNLESS OTHERWISE INDICATED ON PLANS. 2. <£. OF PLANTS SHALL BE 8" MINIMUM FROM EDGE OF PLANTING 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 @~T~OUNDCOVER SPACING ,,,,--ROOTBALL NOTES: -SEE PLANTING SPECIFICATIONS PRIOR TO INSTALLATION OF PLANT MATERIALS. @ SHRUB PLANTING D--___cc._____ __ N.T.S. © !.~;E STAKING (Single Stake) PALM/VINE TRE LIS B N.T.5. G) 1" CROWN 0 TYP. 2" RADIUS EDGE Q) #4 VERTICAL REBAR @ 24" O.C. #4 HORZ. REBAR @ TOP, MIDDLE & BOTTOM © 12''X8"X16" CMU GROUT ALL CELLS NOTE: ALL CERAMIC TILE AVAILABLE AT SPECCERAMIC,INC (714 )680-6870 3' DIA. PLASTER TO BE SMOOTH TROWELED PAINT COLOR: DUNN EDWARDS "SWISS COFFEE" ALL GROUT JOINTS TO BE #25 WHITE BY CCURE (713) 492-5123 ® 1" MIN. EXT. BROWN COAT W/ SMOOTH TROWEL FINISH COAT W/ SLIGHT SURFACE UNDULATION CONSTRACTOR TO PROVIDE 4'X4' SAMPLE FOR OWNER APPROVAL 1'-6" DIA. PRIOR TO INSTALLATION ® FINISH GRADE 1'-4" DIA. (Z) CONCRETE FOOTING ® COMPACTED SUBGRADE PER SOIL REPORT ® SLOPING PORTION OF PILASTER '-----111 GENERAL CONSTRUCTION NOTE ALL BOLLARDS, PRECAST ELEMENTS, AND PAINTED PLASTER WALLS TO BE COATED WITH "ARMAGLAZE W /B6000" AS MANUFACTURED BY AQUARIUS COATINGS, INC. (1-800-561-6750), DISTIBUTED BY SHERMAN WILLIAMS COLOR AS SCHEDULED (CLEAR) OR APPROVED EQUAL. ") I N Cf) w 0::: <( > ~EQ. = N '-.. 6 .., ~ 0-; co I ' . . ~: .. . J O •. ·' 19 .,; . I • = ~~-. @) TILE CAP TO BE PRE-FABRICATED ON A MESH BY SPECCERAMICS, INC. (714) 680-6870 SEE D AND E. @ GROUT FILL ALL OPEN GAPS @r1~1,'-~-o~ PLASTER/WALL 0 - - --.-.. ,-... -... -... 3' PILASTER SECTION 18 --- --• 1 ..:.. 7 • •• ® ~~~¼•-~~CTION @ 2"X2" CAP TILE -LAVENDER ICE #1 TYP 1" RAD. 1'-4"DIA. @ 1 "X1" CAP TILE -OCEAN BLUE #1 • @ Q1} 1"X1" CAP TILE -VERDE MENTA #1 r~l'0;,r-7;-t7~-----.1-------1 Q @ =~=~========~ 15 POURED-IN-PLACE ~ = CONCRETE SPIRAL PILASTER r-- TYP.2" RAD. = (0 I N 0 I I I I I I -. I . I . 3/4"=1'-o" 1 0 0 (0 I 0 """ ® ® = 0 ~ 1 '-6"DIA. 2'-2"DIA. ,,---115 3'DIA. -----1(] ELEVATION @ PILASTER 3/4"=1'-0" PREPARED BY : CZ =SJ NUVliS LANDSCAPE ARCHITECTURE AND PLANNING FX: 71A.75.i.7346 PH: 71-!.754-7311 12" RAD. 1'-4" DIA. 3/4"=1'-o" 2' 10" 10" @ FINISH GRADE PER ENGINEER PLANS 8X8X16 CONCRETE PREC SION BLOCK. GROUT ALL CEL S 12X8X16 CONCRETE PRE ISION BLOCK. GROUT ALL CEL S #4 VERT. REBAR DOWEL '□□□ SET INTO PILASTER AND SPHERE CAP WITH POUR ROC EX ANDING CEMENT @ '13' 4" 4 \!.::!/ 6B 21 Q1} #4 VERT. REBAR @ 24" O.C. #4 VERT. REBAR @ EAC CORNER . M"• •• , #4 HORZ. REBAR @ TO & BOTTOM ~ ... , © PILASTER & WALL ELEVATION 3/4"=1'-0" @ 4" SQ. CERAMIC TILE COLOR @) #4 HORZ. REBAR @ TOP MIDDLE & BOTTOM (D PRECAST CONC. SPHERE SECTION r-rt~0~~1~~ii~' G~~ Uf~T @) 1 /2 FELT EXPANSION J INT r,:;-., PRECAST CONC. PILASTER CAP WITH MASTIC SEALER \.f:,J MODEL NO. BY @ 2" SQ. CERAMIC TILE COLOR @ CONCRETE PAVING PER PLANS ,.;-. 15" SQUARE TILE INSET MODEL BLUEBERRY, DAL TILE ~ \::,/ '1SCALLOPh' BY PINEAPPLE GROVE (714) 521-5224 GREG KENT @., CONCRETE FOOTING DESIGNS, TEL. NO. (800) 771-4595 @ 2" SQ. CERAMIC TILE COLOR tfg\ NATIVE GRADE OR CER FIED r;\ PRECAST CONCRETE WALL CAP ~~JfR52~RE5Ef24D~~E~LRENT ~ BACKFILL \.V MODEL NO. WC-12 BY SAN DIEGO lzo' PILASTER BEYOND PRECAST CONC. (619) 449-6810 r-j\ SMOOTH TROWEL PLASTER \€::!/ @ 3" WIDE RAISED PRECAST \V FINISH @1 ALL GROUT & MORTAR J INTS CONCRETE CAP SECTIONS COLOR: DUNN EDWARDS TO BE #25-WHITE BY C URE AT 36" O.C. "SWISS COFFEE" (713) 492-5123 NOTE: ALL PRECAST ELEMENTS AND PAINTED PLASTER TO BE PAINTED WITH GRAFFITI RESISTANT SEALANT VERIFY WITH CITY OF NEWPORT BEACH ®SPIRAL PILASTER DETAIL ®PIER PLAZA PILASTER @ WALL DETAIL C 3333 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 ASSU ONS AND ACCURACY. APPROVED PUBLIC WORKS DEPT. REVISIONS NO. DATE BY PROFILE SCALES APPROVED HORIZONTAL PLAN SCALE 1" = 20' l--+----l----l-------------1-------l DESIGNED BY: DRAWN BY: r--t----+-+-----------+------l CHECKED BY: DATE : CONSTRUCTION / PLAN ING DETAILS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-