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HomeMy WebLinkAboutR_7027_SHOSPITAL RD SUPERIOR AVE 1 SHEET 3 SHEET 4 SHEET 4 F W O C ALI TY CI O F N E N I A R A H C R T OP B E SUPERIOR AVENUE AND HOSPITAL ROAD PAVEMENT REHABILITATIONPROJECT LOCATIONS JAMES M. HOULIHAN, P.E., DEPUTY PWD / CITY ENGINEER DAVID A. WEBB, PUBLIC WORKS DIRECTOR CONSTRUCTION NOTES DISPOSITION NOTES SHEET INDEX LOCATION MAP R-7027-S 12 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT VICINITY MAP PROJECT NO. 23R14 TITLE SHEET C-8894-2 CONTRACT NO. C-8894-2 SIGNING AND STRIPING NOTES GENERAL NOTES CONTINUEDGENERAL NOTES SUPERIOR AVENUE AND HOSPITAL ROAD PAVEMENT REHABILITATION CITY OF COSTA MESA PA.c1c1c JOHN WAYNE > AIRPORT ;_t I NOT TO SCALE ~"11 "°t< a' O,p CITY OF IRVINE U N\\JERSln' # RECORD DRAWINGS These Record Drav.ings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omis.sions \-vhich may have been incorporated into these plans as a result PUBLIC WORKS DEPARTMENT OJEC-·T 0 . 2.3R1I4 DA ffi ABBREVIATIONS SYMBOL (IN ADDITION TO GREENBOOK SECTION 1-3.2) • ... TVPB D CCAB D @) TVLT D o---= PB D TSCB D X 0 TB D TCV D o------¢ EPB D -a EM D ® EV D EC D EP D ETR D GV " ~ [QyJ !SV I ® @ Oill '(f ~ 18 WV □ (f) TB D TVLT D TCAB D 0 1---E---,---T---,---TV---1---ss---,---w--- --SL--1---SD---1---G--- 6/6/2024 NO. DATE SIGN SURVEY MONUMENT BENCHMARK CABLE TV PULL BOX CABLE TV CABINET CABLE TV MANHOLE CABLE TV VAULT TRAFFIC SIGNAL TRAFFIC SIGNAL PULL BOX TRAFFIC SIGNAL CABINET PEDESTRIAN CROSSING POLE TELECOMMUNICATION PULL BOX TELECOMMUNICATION VAULT ELECTRIC UGHT ELECTRIC PULL BOX POWER POLE ELECTRIC METER ELECTRIC MANHOLE ELECTRIC VAULT ELECTRIC CABINET ELECTRIC PEDESTAL ELECTRIC TRANSFORMER GAS VALVE GAS METER GAS VAULT SEWER VAULT SEWER MANHOLE STORM DRAIN MANHOLE STORM DRAIN INLET FIRE HYDRANT WATER METER IRRIGATION CONTROL VALVE WATER VAULT TELEPHONE MANHOLE TELEPHONE PULL BOX TELEPHONE VAULT TELEPHONE CABINET CENTERLINE RIGHT OF WAY TREE ELECTRICAL LINE TELEPHONE LINE CABLE TV LINE SEWER LINE WATER LINE STREET LIGHT STORM DRAIN GAS LINE NOTE 14 CORRECTION DESCRIPTION OF REVISIONS A AB AC ARV ACP BC BEG BVC CATV CB CF (1_ CR CNB CLR C&G DWG DWY E EA EC ECR EG ELEC EVC EX FLG FE FG FM G GV GB GE IP&T L LF LT MAX MJ NG N NTS NO OG PE PROP PB pp R RCP RET RT R/W SCH SL s SCE sco SF SMH SHT SW SQ STA STL STD SW T/TEL TS TYP w WV W/ CALL TOLL FREE 1-800-227-2600 BEFORE YOU DIG AREA AGGREGATE BASE ASPHALT CONCRETE AIR RELIEF VALVE ASBESTOS CEMENT PIPE BEGIN OF CURVE BEGIN BEGIN VERTICAL CURVE CABLE TV CATCH BASIN CURB FACE CENTERLINE CURB RAMP CITY OF NEWPORT BEACH CLEAR CURB AND GUTTER DRAl'r1NG DRIVEWAY EAST /ELECTRIC EACH END OF CURVE END CURB RETURN EDGE OF GUTTER ELECTRICAL END VERTICAL CURVE EXISTING FLANGE FLANGED END FINISHED GRADE FORCE MAIN GAS GATE VALVE GRADE BREAK GROOVED END IRON PIPE AND TAG LENGTH LINEAR FEET LEFT MAXIMUM MECHANICAL JOINT NATURAL GROUND NORTH NOT TO SCALE NUMBER ORIGINAL GRADE PLAIN END PROPOSED PULL BOX POWER POLE RADIUS REINFORCED CONCRETE PIPE RETAINING RIGHT RIGHT OF WAY SCHEDULE STREET LIGHT SEWER/SOUTH SOUTHERN CALIFORNIA EDISON SEWER CLEANOUT SQUARE FEET SEWER MANHOLE SHEET SIDEWALK SQUARE STATION STEEL STANDARD SIDEWALK TELEPHONE TRAmc SIGNAL TYPICAL WEST /WA TER/'MDTH WATER VALVE 'MTH TITLE SHEET 2 TYPICAL SECTIONS 3 PLAN SHEET 4 PLAN SHEET 5 SIGNING AND STRIPING PLANS 6 SIGNING AND STRIPING PLANS 7 IRRIGATION LEGEND & NOTES B IRRIGATION PLAN 9 IRRIGATION PLAN 10 IRRIGATION DETAILS 11 PLANTING PLAN 12 PLANTING DETAILS EMERGENCY TELEPHONE NUMBERS SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY AT&T TELEPHONE COMPANY CITY OF NEWPORT BEACH UTILITIES DEPARTMENT ORANGE COUNTY SANITATION DISTRICT SPECTRUM MESA WATER DISTRICT COX COMMUNICATION CROWN CASTLE MCI VERIZON BUSINESS DAY (BOO) 427-2200 (BOO) 611-1911 (800) 332-1321 (949) 644-3011 (714) 962-2411 (8331949-0036 !949 631-1200 844 780-6054 888 632-0931 844 780-6054 NIGHT (949) 644-3717 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTIED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 2015 EDITION AND SUPPLEMENTS TO DA TIE, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. 3. ALL EXPOSED CONCRETIE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS, UNLESS NOTIED OTHERWISE. 4. P.C.C. SHALL BE CLASS 560-C-3250 UNLESS NOTIED OTHERWISE. 5. CONTRACTOR SHALL ADJUST CITY UTILITIES (e.g. WATER VAULTS, WATIER VALVES, SCO, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVIERS TO FINISHED GRADE PER CITY STANDARDS. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS. BASIS OF BEARINGS: NOT TO SCALE TICONDEROGA ST . ' 6. PROPOSED PAVEMENT AND CURB AND GUTTER SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVIEMENTS UNLESS NOTED OTHERWISE. 7. ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE ATTlENTION OF THE ENGINEER. FAILURE TO DO SO WILL PLACE RESPONSIBILITY ON THE CONTRACTOR FOR CORRECTION. 8. ANY WORK NOT INDICATIED ON THE DRAWINGS BUT CALLED FOR IN THE SPECIFICATIONS, OR VICE-VIERSA, SHALL BE FURNISHED AND PERFORMED AS THOUGH SPECIFICALLY INDICATED AND CALLED FOR IN BOTH. ANY WORK NOT INSTALLED ACCORDING TO DRAWINGS AND SPECIFICATIONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. DETAIL LEGEND ~DETAIL IDENTIFICATION ~SHEET NUMBER WHERE DETAIL APPEARS ON THE COORDINATES SHOWN HEREON ARE BASED UPON THE CALIFORNIA COORDINA TIE SYSTEM OF 1983, CCS83, ZONE 6, (2017.50 EPOCH);COORDINATES ARE BASED LOCALLY UPON THE FOLLOWING O.C. PUBLIC WORKS N PUBLISHED CONTROL POINTS: GPS # NORTHING 6286 2175588,24 6287R3 2172583.42 BENCHMARK: EASTING 6044664.22 6048607.08 THE ELEVATIONS SHOWN HEREON ARE BASED UPON THE ORANGE COUNTY PUBLIC WORKS BENCHMARK NO. NB5-17-92, YEAR 2015. ELEV. = 82.011' ARDURRA 3737 BIRCH STREET, SUITE 250 NEWPORT BEACH, CA 92660 (949) 428-1500 PHN (949) 258-5053 FAX HOSPITA RD INSTALL THERMOPLASTIC WHITE SHARED ROADWAY BICYCLE PAVEMENT MARKINGS WITH GREEN BACKGROUND PER DETAIL "D" SHEET 6 AND CALTRANS STD. PLANS A24C. @ INSTALL RAISED BLUE REFLECTIVE MARKER PER CNB STD. PLAN NO. 902. INSTALL YELLOW RAISED PAVEMENT MARKERS ALONG MEDIAN CURB AND GUTTER PER DETAIL "26" ON CALTRANS STD. PLAN A20B. INSTALL THERMOPLASTIC 6" SOLID DOUBLE-DOUBLE YELLOW MEDIAN ISLAND PER CALTRANS STD. PLAN A20B, DETAIL 29. PAINT NEW RED CURB, LENGTH PER PLAN. INSTALL OM2-2H 2' OFF THE MEDIAN NOSE PER DETAIL "E" SHEET 6. APPROVAL RECOMMENDED: JOHN SALAZAR ACTING DEPUTY PUBUC WORKS DIRECTOR ~UNICIPAL OPER TIONS APPROVAL RECOMMENDED: DIRECTOR UTIUTIES DEPARTMENT DATE=~.{"_-_2_r~-_2_1 __ 1 ® 0 0 ® 0 0 ® ® @ @ @ [I] CD ® G) COLD MILL 2-1/2 INCH THICK EXISTING AC PAVEMENT. CONSTRUCT 1-1 /2 INCH THICK ARHM FINISH COURSE. CONSTRUCT 1-INCH THICK MINIMUM AC LEVELING COURSE. EDGE GRIND 2.5" TO O" PER DETAIL A OR B ON SHEET 2 (SEE PLANS FOR WIDTH). REMOVE AND REPLACE WITH NEW SURVEY MONUMENT FRAME AND COVER TO GRADE PER CNB STlD. DWG. NO. 116. THE SURVEY MARKER SHALL BE PROTECTED IN PLACE. SAWCUT AND REMOVE EXISTING SIDEWALK AND RECONSTRUCT PCC SIDEWALK PER CNB STD. DWG. NO. 180. REMOVE EXISTING CURB AND GUTTER AND RECONSTRUCT CURB AND GUTTER (TYPE A, 8" CF) PER CNB STlD. DWG. NO. 182. NOT USED REMOVE EXISTING SIDEWALK, INSTALL SOD. REMOVE EXISTING DRIVEWAY AND RECONSTRUCT DRIVEWAY APPROACH PER CNB STD. DWG. NO. 160. REMOVE EXISTING SPANDREL AND RECONSTRUCT PCC SPANDREL PER CNB STD. DWG. NO. 1 85. NOT USED REMOVE EXISTING CURB RAMP AND RECONSTRUCT CURB RAMP PER CNB STD. DWG. REMOVE AND REPLACE CATCH BASIN DECK WITH NEW HARDWARE PER CNB STD. DWG. NO. 301. PATCH DAMAGED CONCRETE WITlH ARDEX OR APPROVED EQUAL. CONSTRUCT 8-INCH THICK FULL-DEPTH AC. PROTIECT IN PLACE (ITEM PER PLAN). REMOVE AND INSTALIL NEW WATER VALVE BOX AND COVER TO GRADE PER CNB STD. DWG. NO. 513. ADJUST SEWER MANHOLE FRAME AND COVER TO GRADE PER CNB STD DWG NO 321. PROTECT ELECTRICAL VAULT IN PLACE. REMOVE AND INSTALIL NEW UTILITY PULL BOX TO GRADE (AS NOTlED ON PLAN). REMOVE 8" AC, AB, OR UNCLASSIFIED SUBGRADE MATIERIALS. PROTIECT ANY EXISTING UTILITIES IN PLACE. RECOMPACT SUBGRADE TO 95% RELATIVE COMPACTION AFTER REMOVAL. ADJUST STORM DRAIN MANHOLE FRAME AND COVER TO GRADE, PER CNB STD. DWG. NO. 400. UNCLASSIFIED EXCAVATION AND TOPSOIL. REMOVE MEDIAN STAMPED CONCRETlE. ADJUST TELEPHONE MANHOLE TO GRADE. PROTECT EXISTING SIGN OF TYPE INDICATED, INSTALLED ON EXISTING POST, EXISTING CONCRETE BARRIER OR EXISTING STREET LIGHT. INSTALL THERMOPLASTIC DOUBLE YELLOW PER CALTRANS STD. PLAN A20A, DETAIL 22. INSTALL THERMOPLASTIC 12" WHITE LIMIT LINE PER CALTRANS STD. PLAN A24G. INSTALL THERMOPLASTIC 6" SOLID DOUBLE YELLOW MEDIAN ISLAND LINE PER CALTRANS STD. PLAN A20B, DETAIL 28 © INSTALL THERMOPLASTIC 12" WHITE CROSSWALK PER CALTRANS STD. PLAN 24F, BASIC TYPE (WIDTH MEASURED INSIDE TO INSIDE) ® ® INSTALL THERMOPLASTIC 12" SOLID WHITE LINE PER CALTRANS STD. PLAN A20A, DETAIL 9. INSTALL THERMOPLASTIC 6" SOLID WHITE LINE PER CALTRANS STD. PLAN A20D, DETAIL 39. (j) INSTALL THERMOPLASTIC 6" SOLID WHITE LEAD-IN/LEAD-OUT LINE ® ® @ INSTALL THERMOPLASTIC 8" SOLID WHITE CHANNELIZING LINE PER CALTRANS STD. PLAN A20D DETAIL 38. INSTALL THERMOPLASTIC WHITE PAVEMENT MARKING WORDS SPECIFIED PER CALTRANS STD. PLAN A24A TO A24E INSTALL THERMOPLASTIC WHITE 6" BROKEN LINE PER CALTRANS STD. PLAN A20D, DETAIL 39A. INSTALL THERMOPLASTIC 6" SOLID WHITE DIAGONAL LINE AT 45' AND 20' SPACING. INSTALL SPECIAL RAISED PAVEMENT MARKERS PER DETAIL "A" SHEET 5 FROM STA 16+80 TO STA 22+14. INSTALL THERMOPLASTIC WHITE BIKE SYMBOL AND BIKE ARROW PAVEMENT MARKINGS WITH GREEN BACKGROUND PER DETAIL "B" ON SHEET 6 AND CALTRANS STD. PLANS A24A AND A24C. INSTALL CALTRANS TYPE E DETECTOR LOOPS AND MODIFIED CALTRANS TYPE E DETECTOR LOOPS PER CNB STD. DWG NO. 923, AND CONNECT TO DETECTOR LEAD-IN CABLE IN EXISTING TRAFFIC SIGNAL PULL BOX. INSTALL CALTRANS TYPE D DETECTOR LOOP (BIKE LOOP) PER CNB STD. DWG NO. 923. FURNISH AND PULL NEW BIKE LOOP DETECTOR LEAD-IN CABLE TO EXISTING CONTROLLER AND CONNECT NEW LEAD-IN CABLE TO NEW SENSOR UNIT. @ INSTALL GREEN BIKEWAY MARKINGS PER DETAIL "C" SHEET 5. APPROVAL RECOMMENDED: RI, P.E. ITY ENGINEER SHEET "'O 0 E C. ... "' .. ~ ... N ....._ <O a ....._ <O a "' ;i: "'O _j f- F I ...J a. / ., C 0 ~ w .:a VJ ~ -" 0 ..c ., ~ ., > 0 ~ 0 ·c: ., C. ::, ::---..c u 0 ., -" .... ~ 0 C. ;i: ., .5 ., .... u ., -~ 0 ~ a. OF / a: SUPERIOR AVENUE SUPERIOR AVENUE SUPERIOR AVENUE HOSPITAL ROAD SUPERIOR AVENUE SUPERIOR AVENUE R-7027-S 12 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SUPERIOR AVENUE AND HOSPITAL ROAD C-8894-2 PAVEMENT REHABILITATION Know what's R CONSTRUCTION NOTES DISPOSITON NOTES 2 LEGEND TYPICAL SECTIONS WEST R/W I 1 o· 5' . , ... 9' BIKE LANE 14' LANE 54'-72' 44'-62' MIN:0.5% MAX:3.9% EXISTING PAVEMENT 13' LANE OG/FG Q'-8' 8' 11+59 TO 16+80 NOT TO SCALE WEST R/W ! 100'-108' WEST R/W I WEST R/W NO WORK SHALL BE DONE ON THIS SITE UNTIL BELOW AGENCY IS NOTIFIED OF INTENTION TO GRADE OR EXCAVATE. 4' 8'-10' 5' SOD 9' BIKE LANE 9' BIKE LANE 9' BIKE LANE 12' PER PLAN 11' LANE 50'-54' 40'-44' 12' 14' LANE LANE 11'-12' LANE 16 5 PER PLAN 50' 16 5 PER PLAN OG/FG MIN:3.2% MAX:4.5% K-RAI EXISTING PAVEMENT 50'-54' 40'-44' MIN:2.6% MAX:3.1% 12' LANE OG/FG EXISTING PAVEMENT 40'-42' 12•-13• MIN:2.3% MAX:3.5% LANE EXISTING PAVEMENT 100· 0'-8' 4'-8' 8' ~ 16+80 TO 22+13 NOT TO SCALE 6'-8' 0-8' 22+13 TO 26+57 NOT TO SCALE 13' o'-8' LANE ------- 27+04 TO 32+37.22 below. Call before you dig. TWO WORKING DAYS BEFORE YOU DIG LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE AND DEPTH IS UNKNOWN. CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE START OF EXCAVATION. CONTRACTOR SHALL TAKE CARE DURING EXCAVATION AND PROTECT IN PLACE ALL UTILITIES ENCOUNTERED. DAMAGED UTILITY FACILITIES SHALL BE REPAIRED AT NO ADDITIONAL COST. 44' 13' LANE 54' MIN: 1.3% MAX:3.8% 14' LANE OG/FG EXISTING PAVEMENT C&G 9' BIKE LANE 10' EAST R/W I WEST R/W 8'-10· 8' PER PLAN • "' N 100· 50' 40'-42' 9' 13' 13' BIKE LANE LANE LANE 7' FG o'-8' EDGE • 0 GRIND MIN:2.3% MAX:3.6% ------ 50'-52' 40'-42' 12' 11' 9' LANE LANE BIKE Q'-8' FG LANE OG 7' • EDGE • 0 "' MIN:1.7% GRIND N MAX:2.8% l _____ EXISTING PAVEMENT 8'-10· EAST R/W I 'o I~ I <.!) 1.5" ARHM FINISH COURSE OVER 1 "(MIN) AC LEVELJNG COURSE 8" FULJL DEPTH AC COMPACT SUBGRADE © FULL DEPTH SECTION NOT TO SCALE a, SEE PLAN FOR LENGTH <.!) ol z, ~i OG=FG EXIST BASE EXIST SUBGRADE FG OG SEE DETAIL D '• o, I~ I 52'-54' 42'-44' 13' 12•-14' LANE MIN:0.5% MAX:4.8% EXISTING PAVEMENT 9' BIKE LANE . - 10' EAST R/W I NORlH R/W I 5'-8' 35'-38' 12'-13' LANE 10'-11' EDGE GRIND 30' lo WHERE SHOWN 'b MIN: 1.0% N MAX:2.3% 11'-12' LANE ----------------- 32+37.22 TO 40+96 NOT TO SCALE 37'-38' 30'-38' MIN:2.1% MAX:2.5% 11' LANE Q'-7' 5' -10' EDGE GRIND WHERE SHOWN b t-, N SOUlH R/W I 5'-6' 5' OG I I I ----- I // , 2.5" TYP. ©,____TR~AN=S~VE=R=S=E~TR~A~N=Sl~Tl=ON~D=ET_A_IL_ NOT TO SCALE o'-8' o'-8' NEW LANDSCAPE, TOPSOIL AND IRRIGATION PER SHEETS 7-12 ---------18" DEEP IN AREAS OF LANDSCAPING, SEE DETAIL D EXISTING PAVEMENT 42" DEEP FOR NEW TREES 40'-42' FG/OG 52'-54' 42'-44' 12' LANE OG/FG MIN: 1.3% MAX:3.7% EXISTING PAVEMENT 50'-52' 12· 9' LANE BIKE MIN:1.7% MAX:5.3% LANE 9' BIKE LANE 8'-10· EAST R/W 10· EAST R/W I PER PLAN ffi 0 z a::: <.!) 'b 0 z 5 • 0 10+00 TO 16+59 NOT TO SCALE SEE PLAN FOR WIDTH OG EXISTING PAVEMENT 0 z 5 •• .... •• . , .... ,.,,,,., .. , .. ·.,,·./. r .<..t .(.<(<.<t,,,. / /"""":::::-,- ··• ".'.'.' ,'.'," , ................ .. EXISTING PAVEMENT @EDGE GRIND DETAIL (NON BIKE LANE) NOT TO SCALE EXISTING PAVEMENT SEE PLAN FOR WIDTH o" LIP 0 z 5 • IC) "' 16 5 PER PLAN PER PLAN 0 ® 0 0 ® 0 ® @ ®MEDIAN REMOVAL DETAIL NOT TO SCALE COLO MILL 2-1/2 INCH THICK EXISTING AC PAVEMENT. CONSTRUCT 1-1 /2 INCH THICK ARHM FINISH COURSE. CONSTRUCT 1-INCH THICK MINIMUM AC LEVELING COURSE. EDGE GRIND 2.s· TO o· PER DETAIL A OR B ON SHEET 2 (SEE PLANS FOR WIDTH). SAWCUT AND REMOVE EXISTING SIDEWALK ANO RECONSTRUCT PCC SIDEWALK PER CNB STD. DWG. NO. 180 . REMOVE EXISTING CURB ANO GUTTER AND RECONSTRUCT CURB AND GUTTER {TYPE A, 8" CF) PER CNB STD. DWG. NO. 182. REMOVE EXISTING SIDEWALK, INSTALL SOD. CONSTRUCT 8-INCH llHICK FULL-DEPTH AC. PROllECT IN PLACE (ITEM PER PLAN). REMOVE 8" AC, AB, OR UNCLASSIFIED SUBGRADE MATERIALS. PROllECT ANY EXISTING UTILITIES IN PLACE. RECOMPACT SUBGRADE TO 95% RELATIVE COMPACTION AFTER REMOVAL UNCLASSIFIED EXCAVATION AND TOPSOIL REMOVE MEDIAN STAMPED CONCRETE. ®I I ©V//////1 ® k'·/:;;_;::'.:/;/:::::1 ARHM EDGE AND TRANSVERSE '1z'I 1000000(1 llRANSITION GRIND '-!::I -~- PCC LEVEL COURSE FULL DEPTIH AC SOD E 0 0 0 0 ~ st N --.... "' .::::. ,n 0 ~ 0 ·c: " C. :, EXISTING PAVEMENT ®EDGE GRIND DETAIL (BIKE LANE) NOT TO SCALE ® :--,----------------------,----""-==-;;;;~3-~-~---,-7-""rr;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;~-Timimn------,---------------------------, "E2 I REVIEWED: A RECORD DRAWINGS .o V ~FESS[ These Record Drawings have been prepared based on information submitted, in part, by TTE others. While this information is believed to be reliable, City of Nevvport Beach is not ~ 3737 BIRCH STREET, l----+--11 responsible to its accuracy, nor for errors or omissions 'Mlich may have been incorporated c.. SUITE 250 NEWPORT into these plans as a result t BEACH, CA 92660 (949) DANIEL JORDAN, RCE 94723 ~ 428-1500 PHN l---+------l---------------------1-------1-::-=A:::S:::S:::OC:::IA_T_E_CTIVl:::L::-Ec::N:::G_IN_EE_R_t-____________________ r-______ 7 u ARDURRA (949) 258-5053 FAX DESIGNED: EF DRAWN: EF -~ DATE: 1----------<~ NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: JH 05 03 2024 SHEET OF .. ~----------~-----------------------------------------~~-------------------~---------~-~---~------------------~--~----~-~~-~--------------------~------~(l_ 11 11 10 10 12 12 13 13 14 15 14 15 1 6 1 7 1 8 1 9 2 0 2 1 2 2 23 2 4 25 26 16 17 18 19 2 0 2 1 2 2 2 3 24 2 5 27 26 28 29 30 31 33 34 32 35 36 37 38 40 41 42 27 28 29 30 31 32 34 35 35 36 38 39 40 41 42 43 44 45 46 47 48 49 51 52 53 54 55 56 57 58 59 60 61 62 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 63 64 65 66 67 68 69 69 70 SUPERIOR AVE STA 11+41.08 BC SUPERIOR AVE STA 14+63.15 EC SUPERIOR AVE STA 17+93.60 BC 59 60 61 62 63 64 65 66 67 68 63 64 65 66 67 68 69 70 69 70 71 72 73 74 75 76 71 72 73 74 75 76 77 78 79 77 78 79 80 81 82 80 8 1 8 2 83 84 8 5 8 6 83 84 85 86 87 88 89 8 7 8 8 8 9 90 9 0 90 92 91 92 93 9 3 9 4 95 96 97 94 95 96 97 98 98SUPERIOR AVE STA 21+79.20, EC R-7027-S 12 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SUPERIOR AVENUE AND HOSPITAL ROAD C-8894-2 PAVEMENT REHABILITATION Know what's R Feet 1" = 40' 16080040 DISPOSITON NOTES LEGEND CONSTRUCTION NOTES GENERAL NOTES 3 PLAN SHEET C-8894-2 FROM WEST COAST HWY TO STA 29+50 TRAFFIC P L---+--+-_......~~ LOOPS ., ~S)'-~, ~I ~I 1 f ROP FL (FOR " REFERENCE) '----',-+-- (3)TREE NO WORK SHALL BE DONE ON THIS SITE UNTIL BELOW AGENCY IS NOTIFIED DF INTENTION TO GRADE OR EXCAVATE. TREE R/W 0 A B C R/W (3)TREE R 200.00' 400.00' 400.00' 7 TV PB (j) 22+03 1 L=10' MONUMENT TREE CONCRElE 22+13 END MEDIAN REMOVAL (3)TREE CENTERLINE CURVE TABLE DELTA L TANGENT START STATION 40'25'02" 141.08' 73.62' 10+00.00 46'07'57" 322.07' 170.34' 11+41.08 55·13'59" 385.60' 209.26' 17+93.60 PROP FL (FOR REFERENCE) ffi I:. ii, !I SUPERIOR AVE 6 4 UTILITY PB P ELEC PB DRIVEWAY TO PUBLIC PARKING LOT 6 -ffi 17 , ELEC VAULT / TICONDEROGA ST ,..._ -+ "' N END STATION 11+41.08 14+63.15 21+79.20 SUPERIOR AVE BEARING R DELTA L N/A L1 N/A N/A 330.45 N/A L2 N/A N/A 430.00 N/A L3 N/A N/A 1515.45 6 CROSS GUTTER CENTERLINE LINE TABLE TANGENT START STATION END STATION N/A 14+63.15 17+93.60 N/A 21+79.20 26+09.20 N/A 26+09.20 41+24.65 BEARING S84' 08' 32.17"E N 40' 37' 28. 58"E N40' 39' 01.06"E I <D 6 CONCRETE -st 0 + r--N 9 u... en ---t· w---=----t -SL-----~rn: -· +- WV RECORD DRAWINGS CON •• AISED EDIAN These Record Dravvings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions \llkiich may have been incorporated into these plans as a result / / / R/W / R/W 0 LO + a, C\I ""'" • 1- ~ w Cl) w wI z Cl) -w _J w I C/l ~ ~ 0 ® 0 0 ® ® 0 0 @ @ @ @ 0 OJ 0 IT] m @] COLD MILL 2-1/2 INCH THICK EXISTING AC PAVEMENT. CONSTRUCT 1-1 /2 INCH THICK ARHM FINISH COURSE. CONSTRUCT 1-INCH THICK MINIMUM AC LEVELING COURSE. EDGE GRIND 2.5" TO O" PER DETAIL A OR B ON SHEET 2 (SEE PLANS FOR WIDTH). REMOVE AND REPLACE WITH NEW SURVEY MONUMENT FRAME AND COVER TO GRADE PER CNB STD. DWG. NO. 116. THE SURVEY MARKER SHALL BE PROTECTED IN PLACE. SAWCUT AND REMOVE EXISTING SIDEWALK AND RECONSTRUCT PCC SIDEWALK PER CNB STD. DWG. NO. 180. REMOVE EXISTING CURB AND GUTTER AND RECONSTRUCT CURB AND GUTTER (TYPE A, 8" CF) PER CNB STD. DWG. NO. 182. REMOVE EXISTING SIDEWALK, INSTALL SOD. REMOVE AND REPLACE CATCH BASIN DECK WITH NEW HARDWARE PER CNB STD. DWG. NO. 301 . PATCH DAMAGED CONCRETE WITH ARDEX OR APPROVED EQUAL. CONSTRUCT 8-INCH THICK FULL-DEPTH AC. INSTALL 18" PRECAST CONCRETE DROP INLET BOX WITH STEEL/DUCTILE IRON ATRIUM GRATE. INSTALL 8" SCH 80 PVC DRAIN PIPE TO CONNECT TO EXISTING CATCH BASIN. CORE EXISTING CATCH BASIN TO ACCOMMODATE NEW PIPE. SLOPE TO DRAIN. 4" PVC UNDER MEDIAN COBBLES PER DETAIL G AND LANDSCAPE PLANS. INSTALL 6"W X 24"H PCC CHECK DAM FROM EX. CB TO MEDIAN CURB. TOP OF CHECK DAM TO BE FLUSH WITH TOP OF CB AND MEDIAN CURB. PROTECT IN PLACE (ITEM PER PLAN). REMOVE AND INSTALL NEW WATER VALVE BOX AND COVER TO GRADE PER CNB STD. DWG. NO. 513. ADJUST SEWER MANHOLE FRAME AND COVER TO GRADE PER CNB STD DWG NO 321. PROTECT ELECTRICAL VAULT IN PLACE. REMOVE AND INSTALL NEW UTILITY PULL BOX TO GRADE (AS NOTED ON PLAN). REMOVE 8" AC, AB, OR UNCLASSIFIED SUBGRADE MATERIALS. PROTECT ANY EXISTING UTILITIES IN PLACE. RECOMPACT SUBGRADE TO 95% RELATIVE COMPACTION AFTER REMOVAL. 0 UNCLASSIFIED EXCAVATION AND TOPSOIL. ~ REMOVE MEDIAN STAMPED CONCRETE. ARHM EDGE AND TRANSVERSE TRANSITION GRIND PCC SOD ~I W::77~1 FULL DEPTH AC STAMPED CONCRETE REMOVAL ~ ~ LOOP DETECTORS (BIKE AND VEHICLE) (EXISTING) (PROPOSED) E ELEC1RICAL LINE T TELEPHONE LINE TV CABLE TY LINE ss SEWER LINE w WATER LINE -----SL----STREET LIGHT SD STORM DRAIN G GAS LINE 1. PROTECT IN PLACE ALL CURB AND GUTTER AND EXISTING IMPROVEMENTS UNLESS OTHERWISE SPECIFIED. 2. REFER TO LANDSCAPE SHEETS 7 TO 12 FOR MEDIAN LANDSCAPING IMPROVEMENTS. 3. REMOVE AND REPLACE SIDEWALK TO NEAREST JOINT. 'O C E C. "' N I') ...- ~ ,.._ N '- ~ 0 I 0 <( 0 (l:'. _!, .9,, "' C: C .9,, w .,a (/J .9,, .D C .c Q) (l:'. \I; <( L 0 ·c: Q) C. :, ;;J-.c ~---------------------~---------,--1'<-~---~-------------------~---~---------~------------------------------,u ~F&Ssr 6/6/2024 TTg 11/20/2024 NOTE 14 CORRECTION REll1EWED: MEDIAN DROP INLETS C Q) (D -L 0 C. N 3737 BIRCH STREET, SUITE 250 NEWPORT LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE AND ~ BEACH, CA 92660 (949) ARDURRA 428-1500 PHN -25 (949) 258-5053 FAX crvn. NO. DATE DESCRIPTION OF REll1SIONS DEPTH IS UNKNOWN. CONTRACTOR SHALL VERIFY THE DANIEL JORDAN, RCE 94723 7 LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE START ASSOCIATE CI111L ENGINEER .!') below. oF ExcAvATI0N. coNTRAcToR SHALL TAKE CARE ouRING 1---+-----l--------------------1-----1-=D"'Es::c I8::cN-=E=-D=--,-=-DR=-Ac::w:-:N-= --t---------------------.---------1 I C 11 EXCAVATION AND PROTECT IN PLACE ALL UTILITIES EF EF o a before you dig. ENCOUNTERED. DAMAGED UTILITY FACILITIES SHALL BE I---------< ct APPROVED CHECKED: DA TE: SHEET OF / ~TW_o_w_o_RK_IN_G_D_AYS_B_E_FO_R_E _YO_U_D_IG_~R_EP_A_IR_E_D_A_T_NO_A_D_D_IT_IO_NA_L_c_os_T_. _________________________________ ~---------------------~--------~~-~---~-------------------~---~ ____ JH~_05~/_0_3/~2_0_24~---------------------~-------~ n. 98 99 99 99 99 98 99 99 99 100 100 98 98 97 97 96 95 9 6 9 4 95 93 92 9394 92 92 92 93 92 93 94 94 94 94 93 R-7027-S 12 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SUPERIOR AVENUE AND HOSPITAL ROAD C-8894-2 PAVEMENT REHABILITATION Know what's below. before you dig.Call R Feet SCALE 1" = 40' 12040400 DISPOSITON NOTES LEGEND GENERAL NOTES 4 PLAN SHEET CONSTRUCTION NOTES SUPERIOR AVE FROM STA. 29+50 TO PLACENTIA AVE HOSPITAL ROAD FROM PLACENTIA AVE TO NEWPORT BLVD R-7027-S 12 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SUPERIOR AVENUE AND HOSPITAL ROAD C-8894-2 PAVEMENT REHABILITATION Know what's R SIGNING AND STRIPING PLAN FROM COAST HWY WEST TO STA 29+50 LEGEND SIGNING AND STRIPING NOTES DETAIL "A": SIGNING AND STRIPING GENERAL NOTES: 5 DETAIL "C" Feet SCALE 1" = 40' 16080040 '- '- R26A(S)(CA)(MOD) "NO STOPPING ENTIRE BLOCK" G28-2(1)(CA) M6-4 R3-7R(MOD) 13 R4-4 R26A(S)(CA)(MOD) "NO STOPPING ENTIRE BLOCK" W11-2 ~ -~ .,, --;,. -I"::. 50·--...i ~-,_ 0)---=--- - "SIGNAL" 500' 6 SUPERIOR AVE ---- - "' rs .... '<j-"" LO ~ ~ - R3-1 R26A(S)(CA)(MOD) "NO E STOPPING ENTIRE BLOCK" R/W ~ ~ <&~ ~~ ~~ ~~ ~1" <"'a 1l' ~~ 0 [I] OJ ~ G) © ® ® 0 ® @ PROTECT EXISTING SIGN OF TYPE INDICATED, INSTALLED ON EXISTING POST, EXISTING CONCRETE BARRIER OR EXISTING STREET LIGHT. INSTALL NEW SIGN OF TYPE INDICATED ON EXISTING POST, NEW POST OR EXISTING STREET LIGHT WHERE INDICATED. REMOVE EXISTING SIGN OF TYPE INDICATED ON EXISTING POST, OR EXISTING STREET LIGHT. REMOVE EXISTING SIGN POST IF ALL SIGNS ARE REMOVED . INSTALL THERMOPLASTIC 6" SOLID DOUBLE YELLOW MEDIAN ISLAND LINE PER CALTRANS STD. PLAN A20B, DETAIL 28 INSTALL THERMOPLASTIC 12" WHITE CROSSWALK PER CALTRANS STD. PLAN 24F, BASIC TYPE (WIDTH MEASURED INSIDE TO INSIDE) INSTALL THERMOPLASTIC 12" SOLID WHITE LINE PER CALTRANS STD. PLAN A20A, DETAIL 9. INSTALL THERMOPLASTIC 6" SOLID WHITE LINE PER CALTRANS STD. PLAN A20D, DETAIL 39. INSTALL THERMOPLASTIC 6" SOLID WHITE LEAD-IN/LEAD-OUT LINE INSTALL THERMOPLASTIC WHITE PAVEMENT MARKING WORDS SPECIFIED PER CALTRANS STD. PLAN A24A TO A24E INSTALL THERMOPLASTIC WHITE 6" BROKEN LINE PER CALTRANS STD. PLAN A20D, DETAIL 39A. '-J R2-1(40) R26A(S)(CA)(MOD) "NO STOPPING ENTIRE BLOCK" GJ) INSTALL THERMOPLASTIC 6" SOLID WHITE DIAGONAL LINE AT 45' AND 20' SPACING. ' 13 R/W ..,.. a ,.oo 0-<l ---- D14-l(MOD) M6-3 EM-la W1-2(L) CUSTOM ( CITY) "CITY OF NEWPORT BEACH PARKING" R26A(S)(CA)(MOD) "NO STOPPING ENTIRE BLOCK" @ / @ INSTALL SPECIAL RAISED PAVEMENT MARKERS PER DETAIL "A" SHEET 5 FROM STA 16+80 TO STA 22+ 14. INSTALL THERMOPLASTIC WHITE BIKE SYMBOL AND BIKE ARROW PAVEMENT MARKINGS WITH GREEN BACKGROUND PER DETAIL "B" ON SHEET 6 AND CALTRANS STD. PLANS A24A AND A24C. e.,.. ~ I ~,~! I R81 ( CA) SIZE AS SHOl'IN BELOW \ \ \ \ \ DRIVEWAY'TO -PUBLIC PARKING LOT / / / (8) / @ INSTALL CALTRANS TYPE E DETECTOR LOOPS AND MODIFIED CALTRANS TYPE E DETECTOR LOOPS PER CNB STD. DWG NO. 923, AND CONNECT TO DETECTOR LEAD-IN CABLE IN EXISTING TRAFFIC SIGNAL PULL BOX. INSTALL CALTRANS TYPE D DETECTOR LOOP (BIKE LOOP) PER CNB STD. DWG NO. 923. FURNISH AND PULL NEW BIKE LOOP DETECTOR LEAD-IN CABLE TO EXISTING CONTROLLER AND CONNECT NEW LEAD-IN CABLE TO NEW SENSOR UNIT. NO WORK SHALL BE DONE ON THIS SITE UNTIL BELOW AGENCY IS NOTIFIED OF INTENTION TO GRADE OR EXCAVATE. @ W1-4 W13-1(30) R26A(S)(CA)(MOD) "NO E STOPPING ENTIRE BLOCK" 506' 4+00 • R81 (CA) SIZE AS I SHOl'IN BELOW OCTA BUS STOP SIGN ~ -- "' 25+9 <O 0 ;.,, - N - TICONDEROGA ST OM2-2H OM2-2H CUSTOM (CITY) "PARKING PROHIBITIED IN A RESIDENTIAL DISTIRICT" -~ b • - LO N ~ ---<£) • • @ INSTALL GREEN BIKEWAY MARKINGS PER DETAIL "C" SHEET 5. @ INSTALL RAISED BLUE REFLECTIVE MARKER PER CNB STD. PLAN NO. 902. f.jg1 INSTALL YELLOW RAISED PAVEMENT MARKERS ALONG MEDIAN CURB \!31 AND GUTTER PER DETAIL "26" ON CALTRANS STD. PLAN A20B. ~ = EXISTING SIGN AND POST. 0= SIGNALIZED INTERSECTION. ~ ~ LOOP DETECTORS (BIKE AND VEHICLE) (EXISTING) (PROPOSED) 24' 4' 4' 8' 0 0 0 I] - R/W 1052 9 R26A(S)(CA)(MOD) "NO STOPPING ENTIRE BLOCK" SUPERIOR AVE IV(L 45' 1. ALL WORK SHALL BE DONE WITH THE PROJECT SPECIAL PROVISIONS, THE STANDARD SPECIFlCA TIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK), 2015 EDITION AND ALL SUPPLEMENTS, THE CALTRANS STANDARD PLANS, DATIED 2018, THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA MUCTD), DATIED JANUARY 2014 (REVISION 6), THESE PLANS, AND THE CITY OF NEWPORT BEACH STANDARDS AND POLICIES. 2. THE LAYOUT FOR ALL PROPOSED PAVEMENT MARKING AND/OR TRAFFIC STRIPING SHALL BE "PRE-MARKED" AND/OR "CAT-TRACKED" FOR INSPECTION BY THE ENGINEER OR HIS REPRESENTATIVE PRIOR TO FINAL APPLICATION OF PAVEMENT MARKINGS OR STRIPING. 3. THE EXACT LOCATION OF ALL PERMANENT PAVEMENT MARKINGS, AND TRAFFIC STRIPING SHALL BE ACCEPTED BY THE ENGINEER OR HIS REPRESENTATIVE PRIOR TO APPLICATION. 4. MATERIALS SHALL COMPLY WITH SECTION 214-"TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS AND PAVEMENT MARKERS" OF THE SPECIAL PROVISIONS. 5. ALL CROSSWALKS SHALL BE 10 FEET IN WIDTH. OCTA BUS STOP SIGN 6. ALL STRIPING SHALL BE "SPRAYABLE REFLECTORIZED THERMOPLASTIC" APPLIED AT A MINIMUM THICKNESS OF 0.45 MM. CROSSWALKS AND LIMIT LINES SHALL BE APPLIED AT A MINIMUM THICKNESS OF 0.90 MM. ALL CROSSWALKS AND LIMITS LINES SHALL BE 12" WHITE UNLESS NOTED OTHERWISE. 7. ALL REFLECTIVE PAVEMENT MARKERS SHALL BE 3M SERIES 290 VERSION OR EQUIVALENT WITH GLASS REFLECTIVE FACES. 8. THE CONTRACTOR SHALL REMOVE ALL CONFLICTING TRAFFIC STRIPING AND PAVEMENT MARKINGS BY WATERBLASTING. 9. PROTECT IN PLACE ALL NON-CONFLICTING STRIPING DETAILS, MARKINGS, MARKERS, ETC. 10. UNLESS OTHERWISE NOTED, INDUCTIVE LOOPS SHALL BE 6' CIRCULAR CALTRANS TYPE E OR MODIFIED CALTRANS TYPE E PER CNB STD. DWG NO. 923. LOOPS SHALL BE CENTERED IN THE TRAVEL PORTION OF THE LANE. PLACE LIMIT LINE LOOPS IMMEDIATELY IN ADVANCE OF CROSSWALK OR LIMIT LINE, IF NO CROSSWALK. NEW STRIPING SHALL BE LOCATED AND APPROVED PRIOR TO POSITIONING LOOPS. SEE CITY OF NEWPORT STANDARD DRAWING NO. 923. 11. INSTALL BLUE REFLECTIVE MARKERS AT EVERY FIRE HYDRANT PER CITY STANDARD DRAWING NO. 902. E D15-1(MOD) M6-3 R26A(S)(CA)(MOD) "NO STOPPING ENTIRE BLOCK" I R81 (CA) SIZE AS SHOWN BELOW BIKE ROUTE R81 (CA) 24"X18" R/W TYPE A Y YELLOW NON-REFLECTIVE TYPE H ONE-WAY YELLOW REFLECTIVE ETAIL 39A GREEN MARKING (TYP~ 1 "l. NOT TO SCALE _J_ I= 3~. I (TYP) E 0 ,,., 0 0 - st ETAIL 39 ;';;- '-'° 0 -0 I 0. ~ VJ _!, ~ "' C 0 n: / w ~ VJ ~ .0 0 .c l" ~ 0 ~ 0 ·c: " C. RECORD DRAWINGS " These Record Drav,,ings have been prepared based on information submitted, in part, by _,- others. While this information is believed to be reliable, City of Newport Beach is not ,---------------------,-------------,--~------,c--------------------,---~---------.------------------------------1.c REVIEWED•. "o responsible to its accuracy, nor for errors or omissions wtiich may have been incorporated into these plans as a result A / 3737 BIRCH STREET, ~~~ i LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE AND V" SUITE 250 NEWPORT t DEPTH IS UNKNOWN. CONTRACTOR SHALL VERIFY THE BEACH CA 92660 (949) DANIEL JORDAN, RCE 94723 ,5 LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE START 428-1500 PHN ASSOCIATE CIVIL ENGINEER .!'l below. OF EXCAVATION. CONTRACTOR SHALL TAKE CARE DURING ARDURRA (949) 258-5053 FAX l----l-----l------------------+-----/-:D:-::E=s1=GN=E=D:--rD=:R:--:-A:::WN"'",---t--------------------,----------1 ~ Cal I before You d·lg, EXCAVATION AND PROTECT IN PLACE ALL UTILITIES , ~ ... , EF EF ·e ENCOUNTERED. DAMAGED UTILITY FACILITIES SHALL BE " 1---------< o. No DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DATE: SHEET OF / TWO WORKING DAYS BEFORE YOU DIG REPAIRED AT NO ADDITIONAL COST. . JH 05 03 2024 ~---------~----------------------------------------~-------------------~--------~-~---~-----------------~--~----~~~-~-------------------~------~ti: R-7027-S 12 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SUPERIOR AVENUE AND HOSPITAL ROAD C-8894-2 PAVEMENT REHABILITATION Know what's R SIGNING AND STRIPING PLAN SUPERIOR AVE FROM STA. 29+50 TO PLACENTIA AVE HOSPITAL ROAD FROM PLACENTIA AVE TO NEWPORT BLVD LEGEND DETAIL "B" 6 Feet SCALE 1" = 40' 16080040 DETAIL "D" DETAIL "E" Lane line extension was added (not per plan) Reduced to 12' by stripers during temp stripe to ensure straight lane lines. 2 + 0) C\I lO t') "' RB1 (CA) SIZE AS SHOWN BELOW R2-1(40) R26A(S)(CA)(MOD) "NO STOPPING ENTIRE BLOCK" R9-3 R9-3b E R3-8A R10-12 OM2-2H -- (LT) IV (LT ® (8 LOOPS) -oo -t') t') -0 "' "' ---- - - t') - ... . 0 34+00 R28( CA) (DOUBLE ARROW) • t') - t') R2-1(40) R28( CA) (DOUBLE ARROW) 13 •• '."'€1 ----------=-- • R81 ( CA) SIZE AS SHOWN BELOW R81A(CA) R28(CA) (DOUBLE E 11 TYP ARROW) 18 ~~l--+---------i:~·00:----------3f3+01r+------!1,-'-----c'i9+O~0r----~·~--- -t') 9 IV (LT) / 15' 0 • 1- <C w t5 w <O ◊ w J: ---+t.----\i - <0- . . . . - • ------=- ~ -- '~ ,□ LOOPS) • z Cl) -w _J w J: Cl) ~ ~ R/W EM-1a 6 242' (X2) 13 R9-3 R9-3bP PLACENTIA AVE \ \ R/W OM2-2H SEE@ R/W HOSPITAL RD OCTA BUS STOP SIGN R28(CA) (DOUBLE ARROW) RECORD DRAWINGS D15-1(MOD) M6-3 R2-1 ( 40MPH) These Record Dra'Mngs have been prepared based on information submitted, in part, by others. While this information is believed to be rel iable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions vvhich may have been incorporated into these plans as a result. :__h-f =r=n 14 (2 LOOPS) e::--::=--==-=/=.~-_J ~ 11+00 t §: -12+00 IV (LT) ill 13+ ~1--;--t=i.t:....=-=--=-=-+""'="":;,j~:........ ,_ =-+ --.a ~,=~===-=-=£ ~ §: w,1· REVERSE CURVE I _ i ll ~ R/W 1 326' R2B(CA) (DOUBLE ARROW) W4-7R E OCTA BUS STOP SIGN 17 HOSPITAL RD TYP 360' (X2) OCTA BUS STOP SIGN SUPERIOR AVE R2-1 (35MPH) CUSTOM (CITY) "QUIET HOSPITAL ZONE" 140' R28(CA) (DOUBLE ARROW) .. (!) z 17 a: ~ V, 9 IV (LT) GS I (1 O') z ~ --~""°,c:,e-. -. --------::::--+ --- 0:: ~- R3-7R ~ = EXISTING SIGN AND POST. 0= SIGNALIZED INTERSECTION. R81B (CA) R81 ( CA) SIZE AS SHOWN BELOW ~ ~ LOOP DETECTORS (BIKE AND VEHICLE) (EXISTING) (PROPOSED) I 0 R/W "' + "' - ;:'!: V, ~ • I -l5 0' • CD (75)' @ (75)' @ (75)' e!! @ ill 18+00 ,_ <II> er -I 0 i ~ R28( CA) (DOUBLE ARROW I I I I PLACENtlA AVE SIGNING AND STRIPING NOTES [I] IT] G) 0 G) © ® ® 0 ® ® @ (jJ) @ @ @ PROTECT EXISTING SIGN OF TYPE INDICATED, INSTALLED ON EXISTING POST, EXISTING CONCRETE BARRIER OR EXISTING STREET LIGHT. INSTALL NEW SIGN OF TYPE INDICATED ON EXISTING POST, NEW POST OR EXISTING STREET LIGHT WHERE INDICATED. REMOVE EXISTING SIGN OF TYPE INDICATED ON EXISTING POST, OR EXISTING STREET LIGHT. REMOVE EXISTING SIGN POST IF ALL SIGNS ARE REMOVED . INSTALL THERMOPLASTIC DOUBLE YELLOW PER CALTRANS STD. PLAN A20A, DETAIL 22. INSTALL THERMOPLASTIC 12" WHITE LIMIT LINE PER CALTRANS STD. PLAN A24G. INSTALL THERMOPLASTIC 6" SOLID DOUBLE YELLOW MEDIAN ISLAND LINE PER CALTRANS STD. PLAN A20B, DETAIL 28 INSTALL THERMOPLASTIC 12" WHITE CROSSWALK PER CALTRANS STD. PLAN 24F, BASIC TYPE (WIDTH MEASURED INSIDE TO INSIDE) INSTALL THERMOPLASTIC 12" SOLID WHITE LINE PER CALTRANS STD. PLAN A20A, DETAIL 9. INSTALL THERMOPLASTIC 6" SOLID WHITE LINE PER CALTRANS STD. PLAN A20D, DETAIL 39. INSTALL THERMOPLASTIC 6" SOLID WHITE LEAD-IN/LEAD-OUT LINE INSTALL THERMOPLASTIC 8" SOLID WHITE CHANNELIZING LINE PER CALTRANS STD. PLAN A20D DETAIL 38. INSTALL THERMOPLASTIC WHITE PAVEMENT MARKING WORDS SPECIFIED PER CALTRANS STD. PLAN A24A TO A24E INSTALL THERMOPLASTIC WHITE 6" BROKEN LINE PER CALTRANS STD. PLAN A20D, DETAIL 39A. INSTALL THERMOPLASTIC 6" SOLID WHITE DIAGONAL LINE AT 45" AND 20' SPACING. INSTALL THERMOPLASTIC WHITE BIKE SYMBOL AND BIKE ARROW PAVEMENT MARKINGS WITH GREEN BACKGROUND PER DETAIL "B" BELOW AND CALTRANS STD. PLANS A24A AND A24C. INSTALL CALTRANS TYPE E DETECTOR LOOPS AND MODIFIED CALTRANS TYPE E DETECTOR LOOPS PER CNB STD. DWG NO. 923, AND CONNECT TO DETECTOR LEAD-IN CABLE IN EXISTING TRAFFIC SIGNAL PULL BOX. INSTALL CALTRANS TYPE D DETECTOR LOOP (BIKE LOOP) PER CNB STD. DWG NO. 923. FURNISH AND PULL NEW BIKE LOOP DETECTOR E 0 .... 0 0 ~ 1-----------20' ----------1 LEAD-IN CABLE TO EXISTING CONTROLLER AND CONNECT NEW LEAD-IN CABLE TO NEW SENSOR UNIT. NO WORK SHALL BE DONE ON THIS SITE UNTIL BELOW AGENCY IS NOTIFIED OF INTENTION TO GRADE OR EXCAVATE. SOLID GREEN PANEL IKE SYMBOL BIKE LANE ARRO NOT TO SCALE IKE LANE PRODUCT NO. PM602766L 1---PERFORMED THERMOPLASTIC STENCIL AND INTEGRATED GREEN BACKGROUND PER SPECIFICATIONS 1--------10' --------1 HARED BIKE SYMBOL AND ARROWS ----PERFORMED THERMOPLASTIC STENCIL AND INTEGRATED GREEN BACKGROUND PER SPECIFICATIONS \HARROW SYMBOL PRODUCT NO. PM602766L I( END R81B(CA) SPEED LIMIT 40 )I f~lliiiiillllllllB E G~I N~I R81A(CA) BIKE LANE R2-1 ( 40MPH) R81(CA) 24"X18" INSTALL THERMOPLASTIC WHITE SHARED ROADWAY BICYCLE PAVEMENT MARKINGS WITH GREEN BACKGROUND PER DETAIL "D" SHEET 6 AND CALTRANS STD. PLANS A24C. @ INSTALL RAISED BLUE REFLECTIVE MARKER PER CNB STD. PLAN NO. 902. INSTALL YELLOW RAISED PAVEMENT MARKERS ALONG MEDIAN CURB AND GUTTER PER DETAIL "26" ON CALTRANS STD. PLAN A20B. INSTALL THERMOPLASTIC 6" SOLID DOUBLE-DOUBLE YELLOW MEDIAN ISLAND PER CALTRANS STD. PLAN A20B, DETAIL 29. PAINT NEW RED CURB, LENGTH PER PLAN. INSTALL OM2-2H 2' OFF THE MEDIAN NOSE PER DETAIL "E" SHEET 6. ~ 0 ·c: " C. :, :-- ~--------:..:.NO::,T:........:T..:::O.....::SC:::A..:L:::E:....._ _____ .-----------.----,----r-------------------,r-----r:c==:--------,----------------------------i -5 REVIEWED: 2 ~ ~ ~ / ~ / 3737 BIRCH STREET, TTg l LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE AND V" SUITE 250 NEWPORT " DEPTH IS UNKNOWN. CONTRACTOR SHALL VERIFY THE BEACH, CA 92660 (949) DANIEL JORDAN, RCE 94723 ,5 LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE START MEDIAN IS~i~ ~~2sc2ti..EINSTALLATION 428-1500 PHN ~--l------l------------------+------t=AS;;;:S:;;O:;;-CIA:--T_E_CTIVl;:;;L:;:E-;;:N;;-GI_NE_E_R--t-------------------,---------j] below. oF ExcAvAT10N. coNTRAcToR sHALL TAKE cARE DURING ARDLJRRA c949 ) 258_5053 FAx DESIGNED: DRAWN: C 11 EXCAVATION AND PROTECT IN PLACE ALL UTILITIES , ~ ... , EF EF ·e a before you dig. ENCOUNTERED. DAMAGED UTILITY FACILITIES SHALL BE ... DATE·. t-----------, 0,. No DATE DESCRIPTION OF RE"SIONS APPROVED CHECKED: SHEET OF ~ LTW..::O::....::,WO::_R:,::KIN.::G_:D::_:AYS:.:._:B:::EF_::OR,:::E_:Y_::OU:_:.:,DIG:....JLR..::E:_P:_Al__:RE::D_A__:T_N__:0:.....:..:AD:_:D__:IT_:10__:N__:AL:....::_CO_S_T. ______________________________ ...J.... ___________________ ...J.... ________ L.___·....L ___ __,_ ______ " ___________ _J_ ___ 1..,_ __ ___;J::..:H.J...._..:.05=i...:.0=-<3 c..::2c:::02::..;4.J...._ ___________________ .J...._ _____ ~ ti: 2015 MWELO WATER EFFICIENT LANDSCAPE WORKSHEET Project Superior Ave Median Improve men� Newport Beach Reference Evapotranspiration (ETo): 49.6 Hydrozone # !Planting Descriptiona Plant Factor (PF) Irrigation Irrigation Methodb Efficiency (IE)' Regular Landscape Areas #1 low Short 0.2shrub #2Iow shrub #Jlow shrub #4mix trees 0.2 0.2 0.5 Special Landscape Areas Rotary Rotary Drip Bubblers 0.75 0.75 0.81 0.75 Totals ETAF (PF/IE) 0.27 0.27 0.25 0.67 Landscape Area (sq, ft,) 4,929 4,672 1,321 450 11,372 -Glasir Design l.tdgMion ConscltingCTu 6(1()4-�le;idc,ic;-.• .,�cm ETAF x Area 1,314.40 1,245.87 326.17 3,186.44 Estimated Total Water Use (ETWU)' 40,420.43 38,312.89 10,030.47 9,225.60 97,989.39 - 1 0 0.00 0.00 f----�-To-,-a1-s--1---+----o---t---o-.-oo+-----o .-o--10 ETWU Total 97,989.39 Maximum Allowed Water Allowance (MAWA)e 157,370.28 a Refer to legend for Hydrozone description. d ETWU (Annual Gallons Required)= Eto x 0.62 x ETAF x Area where 0.62 is a conversion factor that converts acre-inches per acre per year to gallons per square foot per year 8MAWA (Annual Gallons Allowed) =(Eto) ( 0.62) {(ETAF x LAj + ((1-ETAF) x SLA)} where 0.62 is a conversion factor that converts acre-inches per acre per year lo gallons per square foot per year, LA is the total landscape area in square feet, SL.A is the total special landscape area in square feet, and ErAF is .55 for residential areas and 0.45 for non-residential areas ETAF Calculations Regular Landscape Areas Total ETAFx Area Total kea Average ETAF 3,186 11.372 0.28 All Landscape Areas Including SLA Total ETAF xArea Total /¥ea Sitewide ETAF NO WORK SHALL BE DONE ON THIS SITE UNT IL BELOW AGENCY IS NOT IFlEO OF INTENT ION TO GRADE OR EXCAVATE. 3,186.44 11,372 0.28 Average ETAF for Regular Landscape Areas must be 0.55 or below for residential areas, and 0.45 or below for non-residential areas. I. ::2. 4. 5. E>. GENERAL IRRIGATION NOTES ALL LOCAL MUNI CIPAL AND STATE LAl,IS, RULES AND RE6ULATIONS tSOVERNIN5 OR RELATIN5 TO ANY PORTION OF THI S i-lORK ARE HEREBY INCORPORATED I NTO AND MADE A PART OF THESE SPE:C,IFICATI ONS AND THEI R PROVISIONS SHALL BE: CARRIED OUT BY THE CONTRAC,TOR. THE CONTRAc.TOR SHALL OBTAI N ALL NECESSARY PERMITS REGUIRl:D TOPERFORM THE ),,(ORK INDICATED HEREIN BEFORE BE:c5INNIN5 ),,(ORK. THIS DE:SlcSN IS DIAcSRAMMATIC. ALL E:Gt.llPME:NT SHOY'lN I N PAVED AREAS IS FOR DE:SlcSN CLARITY ONLY AND IS TO BE: INSTALLED Y'llTHI N PLANTIN5 AREAS. THE CONTRAc.TOR SHALL NOT vslLLFULLY INSTALL ANY E:GlUIPME:NT AS SHOWN ON THE PLANS HHE:N I T IS OBVIOUS I N THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT l'IE:RE NOT EVIDENT AT THE TIME: THESE PLANS l'IE:RE PREPARED. ANY SUCH CONDITIONS SHALL BE BROUcSHT TO THE ATTENTION OF THE CITY PRI OR TO ANY i-lORK OR THE IRRlcSATION CONTRAc.TOR SHALL A�E: ALL RESPONSI BILI TY FOR ANY FI ELD CHANcSE:S DEEMED Nf:CcSSARY BY THE CITY. I NSTALL ALL E:Gt.llPME:NT AS SHOYSN I N THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE: RESPONSI BLE: TO COMPLY Y'llTH LOCAL CITY, COUNTY AND STATE REGUIREME:NTS FOR BOTH E:Gt.llPME:NT AND INSTALLATI ON. ALL PIPE UNDER PAVED AREAS TO BE: INSTALLED IN SLE:l:VIN5 TWICE THE DIAMETER OF THE: PIPE CARRI ED. SEE LE:cSl:ND FOR TYPE:. ALL WI RE UNDER PAVED AREAS TO BE: INSTALLED IN A SCH. 40 SLEEVE THE SIZE REGUIRED TOE:ASIL Y PULL Y'llRE THROUcSH. ALL SLEl:VE:S TO BE: INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE SLE:l:VINcS DETAILS. SLEl:VE:S TO EXTEND AT LEAST 1::2" PAST THE EDcSI: OF THE: PAVI N5. 1.CONTRACTOR SHALL STAKE ALL MAJoR E:GUIPME:NT SUCH AS, BAC.KFLOWS,MASTER VALVE/FLOW SENSOR VAULT, AND CONTROLLERS. THE STAKED LOCATIONS OF MAJOR E:GUIPME:NT SHALL BE: APPROVED BY THE LANDSCAPE: ARC,HITECT AND CITY STAFF PRIOR TO I NSTALLATION. IRRIGATION WATER PRESSURE LOSS CALCULATIONS WATER METER NUMBER P O.C. ELEVATION EX WATER METER SIZE 80 HIGHEST HEAD ELEVATION REMOTE CONTROL VALVE# EX+l MIN. REQ. WATER PRESSURE RCV DEMAND (GPM) 15 TOTAL DEMAND SIZE (INCHES) DESCRIPTION 2.0 ISOLATION VALVE 2.0 PVC CL315 MAINLINE (FT) I 90 1.0 REMOTE CONTROL VALVE ASSEMBLY N/A LATERAL LINE LOSSES N/A FITTING LOSSES TOTAL PRESSURE LOSS OF ALL COMPONENTS PRESSURE REQUIRED AT HEAD (OPERATING PRESSURE) GPM 15 15 15 15 15 •Glasir Design ELEVATION LOSS (FT) 0 Irrigation CornmltingCln#foX:4-gLi sin:lFs1gn .-eom TOTAL PRESSURE REQUIRED STATIC WATER PRESSURE RESIDUAL WATER PRESSURE SET PRESSURE REGULATOR OR MASTER CONTROL VALVE AT PRESSURE BOOST, IF REQUIRED (SET TO ACHIEVE 20 PSI RESIDUAL) EXISTING INCHES 80 FT 42 PSI 15 GPM PRESSURE LOSS 0.5 PSI 0.2 PSI 3.0 PSI 3.0 PSI 0.1 PSI 6.8 PSI 30.0 PSI 0.0 PSI 36.8 PSI 42.0 PSI 5.2 PSI N/A PSI N/A PSI IRRIGATION WATER PRESSURE LOSS CALCULATIONS WATER METER NUMBER EX WATER METER SIZE P.O.C. ELEVATION 80 HIGHEST HEAD ELEVATION REMOTE CONTROL VALVE# EX+7 MIN. REQ. WATER PRESSURE RCV DEMAND (GPM) 15 TOTAL DEMAND SIZE (INCHES) DESCRIPTION 2.0 2.0 1.0 N/A N/A ISOLATION VALVE PVC CL315MAINLINE(FT) I 900REMOTE CONTROL VALVE ASSEMBLY LATERAL LINE LOSSES FITTING LOSSES TOTAL PRESSURE LOSS OF ALL COMPONENTS PRESSURE REQUIRED AT HEAD (OPERA TING PRESSURE) GPM 15 15 15 15 15 •Glasir Design ELEVATION LOSS (FT) -68 Irrigation Consulting ClD:'.1-6001 gk1:,:rdcJign.com TOTAL PRESSURE REQUIRED STATIC WATER PRESSURE RESIDUAL WATER PRESSURE SET PRESSURE REGULATOR OR MASTER CONTROL VALVE AT PRESSURE BOOST, IF REQUIRED (SET TO ACHIEVE 20 PSI RESIDUAL) EXISTING INCHES 12 FT 42 PSI 15 GPM PRESSURE LOSS 0.5 PSI 2.0 PSI 3.0 PSI 4.0 PSI 0.5 PSI 10.0 PSI 40.0 PSI -29.4 PSI 20.6 PSI 42.0 PSI 21.4 PSI N/A PSI N/A PSI IRRIGATION EQUIPMENT LEGEND MANJFAC,"TVRER MODEL NO. I DE5C,RIPTION 6PM PSI RADIUS �IP. DETAIL GI H ·-·-·-·-·-· . :·-·-·-·-·-·-· -·-·-·-·-·-·-··-·-·-·-·-·-· -·-·-·-·-·-·-··-·-·-·-·-·-· -·-·-·-·-·-·-· �- ••••• -� . . . . . . TORO TOR0/1-1\.NreR TORO/HUNTER AAINBIF!D 510Z-6P-FRXWM, 6' POP-UO 8IJ88I..ER HEAD W lo-56Gl-PC!l NOZZLE, EACH S'Y'l-130L REf'RE5ENT5 Tl'IO HEADS PER TREE, PlAC,E HEADS ON OPP05ITE SIDES OF TREE TYPICAL. 510Z-I2P-FRXWM, 12' POP-UP HITH A MP-HTeoosR-'IO/Q/TM)f:560 AD.115TA6LE NOZZLE 510Z-I2P-PRXCOM, 12" POP-UO HITH A MF'-HTIOOO-'lO(Q/T/H),%0 AD.115TABLE: NOZZLE 0.1I (0.22) 0.2:5, 0.42 o.1q,051, XFSCV-o<!-I2-XX LANDSCAPE DRIP TUBIN5 W _q 5PH l:MITTER512' ON CENTER DRIP TUBIN5 HA5 elJILT IN CHEcK VN.VE.5. DRIP TUBIN5 5HALL 8E INSTALLED .115T 6ELOH ISRADE, COVERfD B1" MJLCH, AND IN PARALLEL ROHS A MAXIMJM OF 16' 50 ,0 ,0 ON CENTER. THE PERIMETER ROH OF DRIP TUBIN5 5HALL Bf INSTALLED A MAXIMJM OF 4" FROM THE l:D6E OF THE f'LANTIN5 A'R!EA. INSTALL TUBIN5 STAKE5 A MAXIM.l't OF FIVE. (SJ FEET ON CENTER ALON5 THE LEN5TH OF THE TUBIN6. FOR DRIP IN 11JRF 5f'ACE ROHS 12' ON CENTER FOR A �IP. AATE OF o.q6 IN/1-ft. AAINBIF!D XF DRIPLINE FITTINS& W APPROPRIATE PVC FITTIN5 FOR CONNECTION 8ETHEEN PVC LATERAL LINES AND DRIP TUBIN5 !l FT. 6-10 FTI1-14FT !l.00 IN/HR. A'fJ O.llO IN./HR.A OS<I IN./HR A 1.06 IN/HR. (�J CP NO SYMeOL AAINBIF!D/HUNreR ALL CONNECTIONS 8ETHEEN DRIP TUBIN5 5HALL SE MADE USIN5 XF FITTIN55. INSTALL (2) 12' ECO INDICATORS PER DRIP ZONE KIT, ONE AT EACH END OF ZONE AAfA. cp Cf ® ----- NETAFIM il50V BALL VN.Vf -MAit.iN. FLU5H VN.Vf AT l:ND,'),flDDI..E OF PCV FLU5H MANIFOLD LINE, INSTALL FLU5H VN.Vf INSIDE A SEPERATE VN.Vf eox, ONE AT THE END OF TUBIN5 RIA<5 IN EACH DIRECTION. INSTALL MIN. ONE FLU5H VN.Vf PER 1000' OF TUBIN5 IN EACH DIRECTION ON DRIPLINE FLUSH MANIFOLD. INSTALL 15" FROM PAVIN5. INSTALL ALL FLU5H l:G!Ulf'Ml:NT PER DETAILS. MATCO 154 51:Rll:5 2' BALL VN.Vf, INSTALLED IN A Rl:CTAN6ULAR eox FOR VN.Vf MANIFOLD SI-II/T OF!' AAINBIF!D 55-Dl.l<G !l/4' QUICK COUPLER VN.Vf HITH l.OCKIN5 '/1:LLOH GOVER, INSTALL HITHIN 10" ROUND VN.Vf eox AAINBIF!D XCZ-I00-GOM 51:RIES O'J DRIP c;o� ZONE KIT, INSTALLED IN A .J.l,IBO eox, SIZE A5 5HOl>IN eRl5HOLD DH 51:RIES (I', l.5"J BAA55 REMOTE CONTl<OL VN.Vf, SIZE A5 5HOHI, INSTALLED IN STANDARD RECTAN6ULAR VN.Vf eox. A5 APPROVED PVC PIPE '5/4" - 2' SCH. '40 A5 LA TERA!. LINl:5 12" 6ELOH eRADE A5 APPROVED PVC PIPE 2" CL. 515 SOLVE.NT H:LD HITH SCH.Ila FITTINS& A5 MAINLltl':5-24' ElELOH eRADE. ALL MAINLINE FITTINS& 5HALL SE INSTALLED HITH THRIJ5T BI..OCK5, REFER TO DETAILS AND MANIJFAC,1URER'5 Rl:COl+ENDATION5. A5 � PVC PIPE SCH. '40 A5 !iLEl:VIN5, 2 TIM:S THE DIAMETER OF PIPE OR HIRE aJNDLE CARRIED. MINIMJM 2" SLEEVE SIZE. PLAC,E SELOH ALL PAVIN5, HAADSCAPE ETC. AND A5 DIRECTED B1" CITI"'5 REPRESENTATIVE:. NO SYMeOL SPEARS DRl-sPLICE DS-I00 DIRECT BURIN. HAreR-PROOF HIRE CONNECTORS AND DS-600 SEALANT FOR USE ON ALL HIRE CONNECTIONS IIJ.L. APPROVE.DJ. NO SYMeOL A5 Af'Pl!IO,/D I45A DIRECT a."1.I1-J.. SOLID COPPER CORE DIRECT BURIN. IAAh5ATION CONTROL HIRE l"UTH Pl:. INSULATION IIJ.L. APPROVE.DJ. @) SPEARS � AAINElll<D NO SYMeOL AAIN 6IF!D Sl%0-XX SPRIN5 CI-IECK VN.Vf SOCKET TO SOCKET ENDS SIZE TO MATCH LATERAL AS 5HOHN ON PLANS. STANDARD VALVE. BOX A5 FULL BOX. REFER TO PLAN FOR LOCATION 61.AC,K V 1-J.. VI: eoXE:S AND LIDS, SIZE PER l:GIIJIPMENT LE61:ND, T--cov'ER LIDS Alt, CAPTIVE: eoL T AND Loe-KIT. FOR Q(,,Vo AND FLUSH VN.VE.5 USE 10' ROUND BOX, FOR MASreR VALVE, FLOH SENSOR, 6ATE VALVES, EIALL VALVES AND RC.Vo USE 12' STANDAF!D RECT. , FOR I" DRIP RGV• USE: »eo RECT., FOR 1.5 DRIP RC.VS USE: 51,PER .J.l,IBO VN.Vf eox. VN.Vf eoXES SHALL HAVE. HDPE 60l7f AND LIDS. FOR USE IN NON-Vl:HICIJLAR TRAFFIC SITIJATIONS ONLY. DO NOT INSTALL IN CONCRETE OR ASPHALT. HYDROZONE: HYDROZONE DESCRIPTION CONTROL VALVE SYMBOL ,---INDICATES VALVE NO. F'RECIP/,..N-o""':" -'A,...---INDICATE:S SGUARE FOOT AREA I LOW i'IATER SHRUBS WITH MP SHORT RADIUS HZ \5lz.,_, �INDICATES c5PM''--INDICATES VALVE SIZE ::2 LOW i'IATER SHRUBS WITH MP ROTATOR :5 LOH i'IATER SHRUBS HITH DRI P 4 MED i'IATER TRE:E:S WITH BUBBLERS SUPERIOR AVE MEDIAN IMPROVEMENTS IRRIGATION SCHEDULE (MINUTES) JAN CYCLES PER WEEK -TURF 1 TURF CROP COEFFICIENT .61 CYCLES PER WEEK-SHRUB 1 Elo DAILY AVERAGE .07 Hydrozone PLANT TYPE Water Usage Kc FEB MAR APR MAY 2 3 4 4 .64 .75 1.04 .95 1 2 2 2 .09 .12 .16 .17 SPRINKLER EXPOSURE EXPO TYPE FACTOR SHRUB LOW 0.20 SHORTROTARY FUll SUN 100¼ 2 SHRUB LOW 3 SHRUB LOW 4 TREE MEDIUM 0.20 ROTARY 020 DRIP BUBBLER FULL SUN 100% FUll SUN 100% FULL SUN 100¼ JUNE 5 .88 3 .20 PRECIP (in/hr) 0.00 0.39 1 00 300 JULY 5 .94 3 .21 SPKLR EFFIC. 75% 75% 81% 75% AUG SEP OCT NOV DEC Turf Root Depth 4" 4 3 3 2 Shrub Root Depth 6" .86 .74 .75 .69 .60 Depletion Factor (MAO) 40% 3 2 2 1 Soil Type (Textural) CLAY LOAM .20 .16 .12 .09 .07 Field Capacity 27% Pennanent Wilt Point 13% Apparent Specific Gravity 1.35 IRRIGATION RUN TIMES ROOT RUN TIME DEPTH (in) MULTIPLIER JAN FEB MAR APR MAY JUN JUL AUG SEP OCT 6 1.33 10 13 8 11 12 9 10 9 11 8 6 1.33 20 26 17 23 24 19 20 19 23 17 6 1 23 7 9 6 8 8 6 7 6 8 6 12 133 7 8 6 7 8 6 7 6 7 6 NOV 13 26 9 8 DEC 10 20 7 7 CJ;. 6 H I J K K L NIA NIA NIA NIA NIA C-8894-2 :, u "' ·c:.c u " "' I{)ci:i 0 O> ;,:-00 N [I'. [I'. 0 0 ·c:"0.:, V) I N I <O N � zw::::; � 0 [I'. [l_ ::::; z <( 0w::::; � [I'. 0 [I'.w[l_ ::::, V) <O ,-,. 0 .., � .., N0 � � uw--, 0 [I'. [l_ .., z c., V)w0 [I'. V) <(_J 0.0 ..., ,-------------------------.------------,--,-----,-----------------------,-----..===--------.----------------------------------t� / -�-. REVIEWED: " • I /'�{)�;\Pl;'� IRRIGATION LEGEND AND NOTES O LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE AND DEPTH IS UNKNOWN . CONTRACTOR SHALL VER IFY THE 31591 C amino Capislrano RLOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE START SanJuan CapiSlrano,CA92675 GROUP \\�;\\ //l1·//ASSOCIA TE CIVIL EN GINEER L-2.01 cJKnow what's below. OF EXCAVATION. CONTRACTOR SHALL TAKE CARE DURING ���i:;��,;1,roupcom '\t)\ :;::: /J...-1 �--+------11---------------------l-----/-:D::E::Sl::GN::E::D-: --.:D::R,,.A""l'IN,,.:---+----------------------.-R ---7-0_ 2 _7 ___ s_--11 Cal I before You d·ig.EXCAVAT ION AND PROTECT IN PLACE ALL UTILITIES 19491493_2600 phone ,�_,-.'">._--□ate .-.,-·/o·-»'R-'�/// AS DM CITY OF NEWPORT BEACH ., ENCOUNTERED. DAMAGED UTILITY FA CILITIES SHALL BE �,-• ·• •-• � 0/ ::::, L,_iw_o _wo_R_K_ING_DA_:is_BE_FO_R _E _Yo_u_D_IG_L__RE_P _A _IR _ED_AT_N _O _A_D_D _IT _IO _NA_L_co_s_T _. --------------------------------'-----------_., _________ __JL__ __ "_--_9-_"-_c_A __ ':-_1_--'_/ __L,_N _o_ • ..[__D_A _TE _ _j__D_E_s_cR_IP_TI _O _N _O_F_R_E_V1_s1_o_Ns __________ __J_A_P _PR_o_v_rn...L. C _H _Ec_K _ED_: ___ ..[_DA_TE__::::05=.,/...:.10=.,/..=2...:.4L,_ ____ P_U_B_L_lc_w_o_R_K_S_D_E_P_A_R_T_M_E_N_T ____ L,_sH_E_E _T _7_o_F_1_2 __J -;; S'!'MeOL • I I!, 'ff! I:,. V - - ~- ---------- 300.00 ).. ~ @ I ~ • ------ ---- E ✓ . I I.__ N -1 '- 1 I I I 1 I I I ~- 1 ...: 0.51J RECORD DRAWINGS These Record Dra\J\li ngs have been prepared based on information submitted, in part, by others. W hile this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions wh ich may have been incorporated into these plans as a result. ~ -~ • •. L .. 'r>) .. , sN LIC~~.;~~~ SUPERIOR AVENUE AND HOSPITAL ROAD I •• ~ .l.,q,· 1,0 '"A PAVEMENT REHABI LITAT ION : ~-'!~\ I M DESIG N < -0 -t DANIEL JORDAN RCE 94723 ..J s· re-~ -- I I . . -- ' 1/ ·- 3 3 3 4 2 2 2 3 4 2 11 11 10 10 12 12 13 13 14 15 14 1 5 1 6 1 7 1 8 1 9 2 0 2 1 2 2 2 3 2 4 2 5 2 6 16 17 18 1 9 2 0 2 1 2 2 2 3 2 4 2 5 27 26 28 29 30 31 33 34 32 27 2 8 29 3 0 31 32 34 35 35 F F F 31591 Camino Capistrano San Juan Capistrano, CA 92675 www.RJMdesigngroup.com [949] 493-2690 fax [949] 493-2600 phone Signature Renewal Date Date L A RRY P.R Y A N LICEN S E N O . 2 5 0 2 L ICENS E D L A NDSCAPE A R C H I T E CT S T A T E OF CA L I F O R N IA R-7027-S 12 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SUPERIOR AVENUE AND HOSPITAL ROAD C-8894-2 PAVEMENT REHABILITATION Know what's below. before you dig.Call R MA T C H L I N E - S E E S H E E T 9 8 L-2.02 IRRIGATION PLAN ' ' NO WORK SHALL BE DONE ON THIS SITE UNTIL BELOW AGENCY IS NOTIFlEO OF INTENTION TO GRADE OR EXCAVATE. TWO WORKING DAYS BEFORE YOU DIG / LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE AND DEPTH IS UNKNOWN. CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE START OF EXCAVATION. CONTRACTOR SHALL TAKE CARE DURING EXCAVATION AND PROTECT IN PLACE ALL UTILITIES ENCOUNTERED. DAMAGED UTILITY FACILITIES SHALL BE REPAIRED AT NO ADDITIONAL COST. I.Oe,"/HR HZ-I I I I ,J? --✓~:~:--{:~--- ---- l,l:121 I$ -------------- • Glasir Design Irrigation Consulting CID1' 6004-gla&irdcsign.com O' 10' 20' 40' .,.... -- .3Gf"/HR HZ-I ; ~ L.25'·' :< -">~~:<. ABBREVIATED IRRIGATION EQUIPMENT LEGEND SYMBOL MANUFACTURER MODEL NO. / DESCRIPTION Gl H • TORO 510Z-6P-F'RXC,OM, 6' POP-IJP BIJll6I.ER HEAD W 10-seGl-PC,5 NOZZLE "TWO PER ml:E, PLACE HEADS ON OPPOSITE SIDES OF mEE TYPICAL. TORO/HMTER 510Z-12P-PRXCOM, 12' POP-IJP l'ilTH A MP-HTf>OOSFl.-'IO(Gl/T/H)/560 ADJ.JSTAELE NOZZLE TORO/HJNTER 510Z-12P-PRXGOM, 12' POP-IJP l'i!TI-i A MP-HTIOOO-'IO(Gl/T/H)/560 ADJJ5TAELE NOZZLE AAINelRD XFSC,V-O't-12-XX LANDSCAPE DRIP 11!61N5 W _q 5PH EMITTER& 12" ON CENTER AAINelRD XF DRIPI.INE FITTIN55 W APPROPRIATE P-/C FITTIN55 NO SYMBOL AAINelRD/HMTER ALL C,ONNEC,TIONS ElETl'EEN DRIP 11!61N6 SHALL eE MADE USIN5 XF FITTIN55. INSTALL (2) 12' ECO INDICATORS PER DRIP ZONE KIT, ONE AT EACH END OF ZONE AREA. ----- NETAFIM MATCO AAINelRD AAINelRD 5RISl'iOLD 11..SOV BALL VAL VE -MANUAL FLUSH VAL VE 154 51:RIES 2" eALL VALVE, INSTALLED IN A RECTANSU.AA eox. 55-Dl.RG 5/4" GlUICK COl.l'LER VALVE, INSTALLED IN 10" ROlW VALVE eox XC,Z-100-C,OM 51:RIES (I') DRIP CONTROL ZONE KIT, INSTALLED IN A JJMeo eox. Dl'i SERIES (I', 1.5') BRASS REMOTE CONTROL VALVE, INSTALLED STD. RECTAN51.1LAR eox. AS ~ P-/C PIPE 5/4' -2' 5"H. 40 AS LA TERA!. LINES 12' Bl:LOl'i 6AADE. AS~ P-/C PIPE 2' CL. 515 SOLVENT 1'£1.D l'ilTI-i 5"HM FlmN55 AS MAINLINES-24' 8fl.Ol'i 5RADE. AS APPROVED P-/C PIPE 5"H. 40 AS 51.EEVIN6, 2 TIMES THE DIAMETER OF PIPE OR l'ilRE llUIIDLE CARRIED. NO SYMBOL SPl:ARS DRl-5PLICE DS-100 DIRECT BUFI.IAL l'iATER-PFIOOF l'ilRE C,ONIIEC,TORS AND DS-500 SEALANT. NO SYMBOL AS APf'flCNO l-46A DIRECT BURIAL SOLID C,0PPER CORE DIRECT BUFI.IAL IRRl5ATION CONTROL l'ilRE. @ SPEARS Sl580-XX SPRIN5 C,HEC,K VALVE SOCKET TO SOCKET ENDS SIZE. ~ RAIN 61RD STAi'l:>ARD VALVE eox AS PULL eox. REFER TO PLAN FOR LOCATION. NO SYMBOL RAIN 61RD 61.AGK VALVE eoxe; AND LIDS, SIZE PER EGIJIPMENT 1.E5END. CONTROL VALVE SYMBOL ,,--,INDIC.ATES VALVE NO. PREC.IA ,--v-A,,--INDIC.ATES SGUARE FOOT AREA HZ ~...,.,_51:t!.._INDIC.ATES aFM "--11NDIC.ATES VALVE SIZE HYDROZONE HYDROZONE DESc.RIPTION I LOY'! HATER SHFWeS Y'IITH MP SHORT RADIUS 2 LOY'! HATER SHFWeS Y'IITH MP ROTATOR e LOY'! HATER SHFWeS Y'IITH DRIP 4 MED HATER TREES Y'IITH BUBBLER.5 THE ABOVE 15 AN ABBREVIATED LEGEND FOR REFERENC.E ONLY. REFER TO C.OMPLETE LEGEND ON SHEET i. ---~·-< -~..:,-;:;~~ II t :, u "' ·c: .c u E 0 "' I{) ci:i O> ;,: 'O a .;:; ~ N I>'. I>'. -a N j 0 ·c: " a. ::, Ill I N -I ,,,, .,.... ~:;;:'. . ' ====-~--- ,<~ -',\_,~ ,,,,,./ /,,.: .. -·>··=--~.,.........,.:....--_.:..-::-.. '._ \ ---- I / -;1:,~·t;:1_~_~4{:_.6 --e-_ ~~-.;:_-~2:.sE~:?{" ' ' --\- ID N '.;), ~>,.-c,,,-·:;;~~-. • .0 • • ------. \ • •. ,_ _,-_,,,,.,, ·:.,...,,--,,:...-:· . ex_::--: ·--._ --\_ \_ ,,_..,,-_,,,,,,,·:: ,//' . • -, \ '· \ ,, ,/_""".,........;..--..:-::; -~:·,,,:. _,/, ' ' I\ RECORD DRAWINGS These Record DraWngs have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions wh ich may have been incorporated into these plans as a result. IRRIGATION NOTES NOTE A, MAINLINE AND RELATED EQUIPMENT SHOY'IN Y'IITHIN PAVING FOR CLARITY ONLY, ACTUAL MAINLINE AND RELATED EGUIPMENT LOCATION TO BE Y'IITHIN PLANTERS AND A MINIMUM OF 1e," OFF ADJACENT HAR.DSC.APE AND OTHER OBSTACLES TYP. NOTE B, BUBBLER.5 AND LATERAL LINES ARE SHOY'IN Y'IITHIN PAVING FOR CLARITY ONLY, ACTUAL LOC.ATION TO BE Y'IITHIN PLANTER. BUBBLER.5 SHALL BE ALl5NED Y'IITH TREES AND AS DIRECTED BY CITY'S REPRESENTATIVE. CONFIRM ALL LAYOUT IN FIELD Y'IITH C.ITY'S REPRESENTATIVE PRIOR TO STARTING Y'IORK. NOTE c., CONTRACTOR SHALL PROVIDE THE C.ITY l'IITH A NEATLY DRAY'IN LAMINATED IRRl5ATION CONTROLLER C.HAF1.T. NOTED, THESE PLANS C.OMPLY Y'IITH THE C.RITERIA OF THE IRRl5ATION 151.ilDELINES. APPLY THE 5UIDELINES Ac.c.ORDINGLY FOR THE EFFICIENT USE OF HATER IN THE IRRl5ATION DESl5N PLAN. NOTE E, REFER TO 5HEET51 FOR COMPLETE IRF1.15ATION LE5END AND 10 FOR IRRl5ATION DETAILS. ~ z w ::;; ~ a I>'. o._ ::;; z <( 0 w ::;; ~ <( I>'. a I>'. w o._ ::::, Ill ID ..... a .., ~ .., N a ~ ~ u w --, a I>'. o._ .., 53-z c., Ill w 0 I>'. Ill <( ___J ~ a. 0 ..., ,--------------------------.------------,---,------,------------------------,-----,====----------,------------------------------------t~ --0 ~>. REVIEWED: " /::;;,> -C <:::::'\ f //'f '\\\ ::::, !( f ~ ':i: \i°'I DANIEL JORDAN RCE 94723 ] \, ~; '\ ~ !i )1· // ASSOCIATE CIVIL ENGINEER u \\ \\ // /,' ~---+------+-------------------------+-----1-::===--r::,:-:-=---+---------------------------,---------t-;: \\ / 5'01:2024 // I DESIGNED: AS DRAl'IN: DM ti; '~ .... .// "' ~'--. -----.. ,/ NO DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DATE: SHEET OF ? --•<o----" • 05/10/24 U --·• R MDESIGN GROUP 3 3 3 42 2 3 4 3 3 3 4 2 2 3 4 2 34 35 36 37 38 40 41 42 35 35 3 6 38 39 40 41 42 43 44 45 46 47 48 49 51 52 53 54 55 56 57 58 59 60 61 62 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 63 64 65 66 67 68 69 70 69 70 71 72 7 3 7 4 7 5 7 6 71 72 73 74 75 76 77 78 79 7 7 7 8 7 9 8 0 81 F 9 31591 Camino Capistrano San Juan Capistrano, CA 92675 www.RJMdesigngroup.com [949] 493-2690 fax [949] 493-2600 phone Signature Renewal Date Date L A RRY P.R Y A N LICEN S E N O . 2 5 0 2 L ICENS E D L A NDSCAPE A R C H I T E CT S T A T E OF CA L I F O R N IA R-7027-S 12 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SUPERIOR AVENUE AND HOSPITAL ROAD C-8894-2 PAVEMENT REHABILITATION Know what's below. before you dig.Call R MA T C H L I N E - S E E S H E E T 8 L-2.03 IRRIGATION PLAN NO WORK SHALL BE DONE ON THIS SITE UNTIL BELOW AGENCY IS NOTIFlEO OF INTENTION TO GRADE OR EXCAVATE. ABBREVIATED IRRIGATION EQU I PHENT LEGEND GI H NO S'T'MBOL MANJFAGMER MODEL NO. / DESCRIPTION TORO 510Z-6P-PRXCOM, 6' POP-IJP 8UB6l.ER HEAD W I0-66Gl-PC, NOZZLE T1'IO PER TREE, PLACE HEADS ON OPPOSITE SIDES OF TREE lYPICAL. TORO/HIMTl:R 510Z-12P-PRXCOM, 12" POP-IJP HITH A M"-HTeoosR-'lo(Q/T/H)f.l60 ADJJSTA61..f NOZZLE TOROMJNTI:!< 510Z-12P-l'RXCOM, 12" POP-IJP HITH A MP-HTIOOO-'lo(Q/T/HJ/560 ADJJSTABLI: NOZZLE RAINelf'!D XFSC.V-O'l-12-XX LAJ<)S(;APE DRIP 11JBIN6 W .'I 5PH EMITTERS 12' ON CE1'11ER. RAINelf'!D XF DRIPLINE FITTINSS W APPROPRIA Tl: PVC FITTIN65 RAINelf'!D/HIMTl:R ALL c:;ONNEc:;TIONS BETHEEN DRIP 11JBIN5 SHALL BE MADE USIN5 XF FITTIN65. INSTALL (2) 12" ECO INDICATORS PER DRIP ZONE KIT, ONE AT EACH END OF ZONE A~ NETAFIM MATCO RAINelf'!D RAINelf'!D lLSOV BALL VAL VE -MANUAL FLUSH VAL VE 154 SERIES 2' BALL VALVE, INf>TALLED IN A FeGTANGULAR BOX 33-DLRC '3/4' QUICK G0UPLER VALVE, INSTALL.ED IN 10' RaKl VALVE eox XCZ-loo-GOM SERIES O'J DRIP CONTROL ZONE KIT, INf>TALLED IN A JJMeo eox. • 5Rl5HOLD DH SERIES O", 1.5") BRASS REMOTE CONTROL VALVE, INSTALLED STD. FeGTANalLAR eox. AS APPROVED PVC PIPE '3/4" -2" SCH. 40 AS LATERAL LINES 12' 6ELOH ISRADE. - - - - -AS APPROVED PVC PIPE 2' CL. 315 SOLVEllr HELD HITH SCH.U, FITTIN5S AS MAINLINES-24" eEI.OH ISRADE. AS APPROVED PVC PIPE SCH. 40 AS 5LEEVIN6, 2 TIMES THE DIAMETl:R OF PIPE OR HIRE BUWLI: CARRIED. NO S'l'MBOL SPEARS DRl-sPLICE DS-100 DIFeGT BURIAL HATER-PROOF HIRE c:;ONNEc:;TORS AND DS-300 SEALANT. NO S'l'MBOL AS APPROVD 146A DIFeGT ElURIAL SOI.ID COPPER CORE DIFeGT BURIAL IRRl5ATION CONTRGL HIRE. @ SPEARS 515.ea-XX SPRIN6 c:;HEc:;K VAL VE SOCKET TO SOCKET ENDS SIZE. ~ RAIN BIRD STANDARD VALVE eox AS PULL eox. REFER TO PLAN FOR LOCATION. NO S'T'MBOL RAIN Blf'!D BLACK VALVE BOXES AND LIDS, SIZE PER EQUIPMENT Ll:eEND. HYDROZONE HYDROZONE DESCRIPTION CONTROL VALVE S'l'MeOL ~-INDICATES VALVE NO. FFI.ECIP. rNo---,. ',._,,--INDICATES 5GlUAF1.E FOOT AREA I LOJ,,I J,,IATER 5HfWB5 J,,IITH MF 5HORT RADIUS 2 LOJ,,I J,,IATER 5HfWB5 J,,IITH MF ROTATOR HZ 6F~INDICATES 5PM 3 LOJ,,I J,,IA TER 5HfWB5 J,,IITH DRIP INDICATES VALVE SIZE 4 MED J,,IATER TREl:S J,,IITH eueeLERS THE ABOVE 15 AN ABBREVIATED LEGEND FOR REFERENGE ONLY. REFER TO GOl'-1PLETE LEGEND ON SHEET 1. ( LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE AND DEPTH IS UNKNOWN. CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE START OF EXCAVATION. CONTRACTOR SHALL TAKE CARE DURING EXCAVATION AND PROTECT IN PLACE ALL UTILITIES ENCOUNTERED. DAMAGED UTILITY FACILITIES SHALL BE 1,650 13 • Glasir Design Irrigation Consulting CID1' 6004-gla&irdcsign.com TWO WORKING DAYS BEFORE YOU DIG REPAIRED AT NO ADDITIONAL COST. 0' 10' 20' 40' 225 2 / / / ' ' ' ' ' ' I I I I I I I I ' I I I I C.ONNEC.T NEY'l :2" IRRIGATION-~ MAINLINE Y'llTH EXISTING MAINLINE STUB-OUT AT THIS LOC.ATION. C.ONNEC.T NEY'l VALVES TO EXISTING SEVEN (i) C.ONTROL Y'llRES AND ONE (I) COMMON WIRE. VERIFY ALL C.ONNEC.TIONS, AT THE SITE, PRIOR TO STARTING Y'lORK. 1,e,2"1 HZ-I I I I I I I I I I I I I t :, u "' ·c: .c u E 0 0 0 C1> O> ;,: "O 0 .;:; ~ N I>'. I>'. -0 N j 0 ·c: i ,/ ,/ --.-.!"!': / ~----· 1-_.; _ _.; =!-:=----~ ,,'-_s~~~-'/!rct?t~c;';?;~<"'.( I ' I I I I I I " a. :, Ill I N -I ! , \ \ _____ ,_ I I ...,J./_ ---'1-- -=.__=s=_ ~ ~~ -:-~t-~~- ------r-- RECORD DRAWINGS These Record DraWngs have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. IRRIGATION NOTES NOTE A, MAINLINE AND Fl.ELATED EGUIFMENT SHOJ,,IN J,,IITHIN FAYING FOR CLARITY ONLY, ACTUAL MAINLINE AND Fl.ELATED E:GUIFMENT LOCATION TO BE: J,,IITHIN PLANTERS AND A MINIMUM OF 1.e," OFF ADJACENT HARDSCAFE AND OTHER OBSTACLE> TYP. NOTE 6, 6U66LER5 AND LATERAL LINES ARE 5HOJ,,1N J,,IITHIN FAYING rOR CLARITY ONLY, ACTUAL LOCATION TO BE: J,,IITHIN PLANTER. eueeLERS SHALL BE: ALl5NED J,,IITH TREES AND AS DIRECTED BY CITY'S REFRE:SE:NTATIVE. CONFIRM ALL LAYOUT IN FIELD J,,IITH CITY'S RE:FRE:SE:NTATIVE PRIOR TO STARTING "'ORK. NOTE c, CONTRACTOR SHALL PROVIDE THE: CITY l'IITH A NEATLY DRAJ,,IN LAMINATED IAAl5ATION CONTROLLER CHART. NOTED, THESE FLANS COMPLY J,,IITH THE CRITERIA OF THE IAAl5ATION 151.ilDELINES. APPLY THE oSUIDELINES ACCORDINGLY FOR THE EFFICIENT USE OF J,,IATER IN THE IRRl5ATION DESl5N FLAN. NOTE E:, REFER TO 5HEE:T51 FOR COMPLETE IRRl5ATION LE5E:ND AND 10 FOR IRRl5ATION DETAILS. ID N '.;), ~ z w ::;; ~ 0 I>'. n_ ::;; z <( 0 w ::;; ~ <( I>'. 0 I>'. w n_ ::::, Ill ID ..... 0 .., ~ .., N 0 ~ ~ u w --, a I>'. n_ .., 53-z c., Ill w 0 I>'. Ill <( _J ~ a. 0 ..., ,--------------------------.------------,--,-----,-----------------------,-----,.===---------.----------------------------------t~ --0 ~>-REVIEWED: " /::;;,> -C <:::::'\ f //'f '\\\ ::::, !( f ~ ':i: \i") DANIEL JORDAN RCE 94723 ] \, ~; '\ ~ ;; )J. /; ASSOCIATE CIVIL ENGINEER u \\ \\ // /,' ~---1------l----------------------~----1-::c==:::---r==,,---+------------------------,----------t-;: \\ '/ 5'01:2024 // I DESIGNED: AS DRAl'IN: DM ti; '~ ,, .// "' ~,,"::=~:-",,/ NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DATE:Osj,o/24 SHEET OF t --·• R MDESIGN GROUP 10 31591 Camino Capistrano San Juan Capistrano, CA 92675 www.RJMdesigngroup.com [949] 493-2690 fax [949] 493-2600 phone Signature Renewal Date Date L A RRY P.R Y A N LICEN S E N O . 2 5 0 2 L ICENS E D L A NDSCAPE A R C H I T E CT S T A T E OF CA L I F O R N IA R-7027-S 12 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SUPERIOR AVENUE AND HOSPITAL ROAD C-8894-2 PAVEMENT REHABILITATION Know what's below. before you dig.Call R L-2.04 1" SEE PLD17mm TUBING SPEC FINISH GRADE 3"-4" 12" 13 1 2 3 4 5 1 2 LEGEND: ECO INDICATOR 3 4 PVC LATERAL PIPE FINISHED GRADE ADJACENT MULCH 5 SWING JOINT IRRIGATION DETAILS 5 • CD POP-UP HEAD (1) FINISH GRADE Q) MARLEX STREET ELL G) •' 50-1 BO PVC NIPPLE THREADED BOTH ENDS (1D WALK OR CURB G) PVC SCH 40 TEE OR ELL CJ) PVC LATERAL LINE @ 'tO DEGREE ELL --------ROOT BALL OF TREE • ,---BUBBLER HEADS PER LEGEND AND AS SHOWN ABOVE. INSTALL TWO (2) BUBBLER HEADS PER 24-46 1 BOX TREE. FOUR ( 4) BUBBLER HEADS FOR oO" BOX TREES AND LARGER f I I I I I ~ 1 "- "---- --- _,, " ~ r---...._ I/ FLUSH VALVE PLUMBED TO PVC (TYP) SEE DETAIL E, AND ENSURE GRAVEL SUMP 15 INSTALLED PVC EXHAUST HEADER START CONNECTION, SEE DETAIL D PERIMETER LATERALS 2" TO 4" FROM EDGE DRIPLINE START CONNECTION, SEE DETAIL D MULCH FeR ---.... Pl.ANTI N<S- PLANS S" MIN. !"INISH 6AADe 12>0-DE:6REE: ------~ TYIIO-l"IA'I" Te:!! ~ "IO-DE6REE ELL DRIPLINE TUSIN6 ----...._ FINISH GRADE ---..... _[ LINE FLUSHING -_::~~-~~177~===~t}\\ VALVE - 10" ROUND VALVE BOX W/BLACK I BOLT DOWN LID. HEAT BRAND "FS" ON LID IN 2' HIGH CHARACTERS. L CD 2" SCH 00 PVC NIPPLE THREADED BOTH ENDS I r--.... " I ..... REMOTE CONTROL VALVE WITH FILTER AND PRY TUSIN6 STAKE PER LE6END---:-------.:-~==-::=-rr1c-= HUNTER IH SERIE:e-------..:........:___[_J F'LEXISLE PVC RISER IB" OF BLANK---_:__.~c-/j'-\l DRIP TUBING I l' I I I / ,,....._ V I ,/ PVC SUPPLY HEADER AREA PERIMETER INDICATOR (2) REQUIRED SEE DETAIL F START CONNECTION, SEE DETAIL D PVC TEE (SxSxT)---..__ PVC PIPIN6 ---..... BRICK SUPPORTS (THREE) 3/4" GRAVEL SUMP (I CUBIC FOOT) NOTE, I l!i:: -----m ALL TURF ROTORS TO BE INSTALLED IAIIT!-1 NOTES, RAINBIRD TSJ PRE-ASSEMBLED SWING JOINT. NOTE, AIR RELEASE VALVES NOT REQUIRED WHEN TUBING EMITTERS HAVE BUILT IN CHECK VALVES. I. TEFLON TAPE ALL THREADS (TYP.) NOTE, INSTALL IN SHRUB AREAS ONLY AND A MINIMUM OF 12" FROM PLANTER EDGE POP UP SPRINKLER N.T.S. TREE BUBBLER LAYOUT N.T.S. (9 ~~-IP TUBING LAYOUT ~ ~~-IP TUBING START CONNECTION (:) ~~-IP FLUSt-i VALVE ,;) ) ¼11 " -- NOTES, I. TEFLON TAPE ALL THREADS (TYP.) 0 0 0 0 0 .-----FINISHED GRADE IN TURF AREAS '----------3/4" ROCK, 2 CUBIC FT. NOTE, BOX TO BE INSTALLED AS TO ALLOW FOR PROPER OPERATION OF BALL VALVE INSTALL AT RIGHT ANGLE TO i-lARDSCAPE EDGE, INSTALL VALVE OFF-CENTER IN BOX. INSTALL VALVE BOX EXTENSIONS AS REQUIRED TO ACJ-llEVE PROPER VALVE INSTALLATION AT MAIN LINE DEPTH. (9 DRIPLINE OPERATION INDICATOR ~ ~~LL VALVE N.T.S. 4 .---<5 CD EXPANSION CURLS WITH WATERPROOF WIRE CONNECTORS AT SPLICES (SEE IRRIGATION SPECS) (1) PVC LATERAL TO SPRINKLERS ANGLE TO SPECIFIED DEPTH W/ 45 ELLS 5 PIPE LEGEND, CD FINISH GRADE {2) PVC MAINLINE @ PVC LATERAL LINE 8) CONTROL WIRES OR COM. CABLE NOTES, 10" ROUND VALVE SOX WSLACK BOLT ~ DOY'lN LID. HEAT BRAND "QCV" ON LID IN 2" / HloSH CHARACTERS. .========.i QUICK COUPLING VALVE W/ LOCKING VINYL COVER ......----314" GRAVEL (3" DEPTH) ......----PVC NIPPLE (LENGTH AS REQUIRED) BRICK SUPPORTS (2 MIN.) ~-PRE-ASSEMBLED SWING JOINT PVC SCH. 00 ELBOW OR TEE \ PVC MAINLINE. SEE IRRIGATION SPECS. FOR PIPE DEPTH. •, (;, -----114 REBAR X 24" LENGTH I. TEFLON TAPE ALL THREADS (TYP.) 2. INSTALL IN SHRUB AREAS ONLY AND A MINIMUM OF 12" FROM PLANTER EDGE QUICK COUPLER VALVE N.T.5. 4 ' 'v' SLEEVE LEGEND, CD PAVING {2) CONTROL WIRES OR COM. CABLE IN CONDUIT USE 2' WIRE SLEEVE FOR 30 WIRES OR LESS. USE 3.5" WIRE SLEEVE FOR 30-46 13 (9 B 9 10 NOTES, CD FINISH GRADE/TOP OF MULCH @JJMBO VALVE BOX WSLACK SOLT DOY'lN LID. HEAT BRAND "!<.CV II" ON LID IN 2" Hl6H CHARACTERS. @ 30-INCI-I LINEAR LENGTH OF WIRE, COILED @ WATERPROOF CONNECTION, @ I-INCH BALL VALVE @ID TAG (}) REMOTE CONTROL VALVE @PRESSURE REGULATING QUICK CHECK BASKET FILTER d @ LASCO PVC UNION @) LATERAL PIPE @ PVC MAINLINE TO MATCH VALVE SIZE @ PVC SCH BO 'tODEG SLIP X SLIP @) PVC SCI-I BO NIPPLE MIPT X SLIP VALVE SIZE (@) PVC SCH BO TEE OR ELL (@ MAINLINE PIPE ([§) 3-INCI-I MINIMUM DEPTH OF 3/4-INCI-I WASHED GRAVEL @ PVC SCH BO NIPPLE, CLOSE @ BRICK SUPPORTS ( 4 REQUIRED) I. INSTALL IN SHRUB AREAS ONLY AND A MINIMUM OF 1211 FROM PLANTER EDGE 2. TEFLON TAPE ALL THREADS (TYP.) DRIP CONTROL ZONE KIT N.T.S. t :, u "' ·c: .c u E 0 0 0 C1> O> ;,: -0 0 .;:; ~ N I>'. I>'. -0 N j 0 ·c: " a. :, Ill I N -I ID N '.;)- ~ z w ::;; ~ Q) RECTANISULAR VALVE SOX WSLACK SOLT DOY'lN LID. HEAT BRAND "!<.CV #" ON LID IN 2" HloSH CHARACTERS. REMOTE CONTROL VALVE FINISH GRADE ® FINE GRANULAR BACKFILL 112" MAX. @ TOPSOIL 7 WIRES. > @ SLEEVE FOR MAINLINE AND/OR LATERAL LINE 8) FINE GRANULAR BACKFILL 1/211 MAX. 0 I>'. o._ ::;; z <( 0 w ::;; NOTES, I. ALL WIRE TO BE INSTALLED PER LOCAL CODES. 2. PROVIDE EXPANSION COILS AT EACH WIRE CONNECTION IN VALVE BOX. WRAP AROUND 112' PIPE 15 TIMES -REMOVE PIPE. 3. COMPACT SOIL AROUND VALVE BOX TO SAME DENSITY AS UNDISTURBED ADJACENT SOIL. 4. INSTALL ONLY I VALVE PER VALVE BOX. 5. TEFLON TAPE ALL THREADS. SCH.00 PVC 90 SLIP X SLIP PVC MAINLINE MATCH VALVE SIZE 3" LAYER OF 3/4' GRAVEL LEAVE l"-2' AIR SPACE BETWEEN BOTTOM OF VALVE AND TOP OF PEA GRAVEL CD BRICK SUPPORT (I) AT EACH CORNER (jQ) PVC MAINLINE FITTINGS @ CONTROLLER WIRES @ LASCO SCH.BO UNION @ SCH.00 NIPPLE MIPT X SLIP MATCH VALVE SIZE @ ID TAG WITH RCV NUMBER •· INSTALL IN SHRUB AREAS ONLY AND A MINIMUM OF 12" FROM PLANTER EDGE e)~~MOTE CONTROL VALVE NO WORK SHALL BE DONE ON THIS SITE UNTIL BELOW AGENCY IS NOTIFlEO OF INTENTION TO GRADE OR EXCAVATE. LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE AND DEPTH IS UNKNOWN. CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE START OF EXCAVATION. CONTRACTOR SHALL TAKE CARE DURING EXCAVATION AND PROTECT IN PLACE ALL UTILITIES ENCOUNTERED. DAMAGED UTILITY FACILITIES SHALL BE TWO WORKING DAYS BEFORE YOU DIG REPAIRED AT NO ADDITIONAL COST. 4" PIPE INSTALLATION NOTES, 4 SECTION NTS I. TAPE AND BUNDLE 24 V. WIRES @ 10' INTERVALS. 2. MINIMUM DEPTH OF 24 V. WIRING SHALL BE 24" BELOW GRADE. 3. TRENCH WIDTH ALLOW 4" MIN. CLEARANCE BETWEEN PARALLEL PIPES. 4. SNAKE PIPES FROM SIDE TO SIDE WITHIN TRENCH TO ALLOW FOR MOVEMENT. 5. TIE A 20" LOOP IN ALL WIRING AT CHANGES OF DIRECTION. UNTIE PRIOR TO BACKFILLING TRENCHES. •· PROVIDE THRUST BLOCKS PER APWA STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION DETAILS ® SAND SLEEVE NOTES, I. IRRIGATION PIPES UNDER ROADWAYS SHALL BE INSTALLED 3o" DEEP, SLEEVED AND IDENTIFIED WITH MARKING TAPE INSTALLED 12" FROM Tl-IE SURFACE, IDENTIFYING TYPE OF LINE WITH APWA STANDARD "CAUTION WATERLINE BURIED BELOW" IN BLUE OR ' CAUTION RECYCLED WATERLINE BURIED BELOW" IN PURPLE. SLEEVES SHALL BE SCHEDULE 40 PVC, TWO TIMES Tl-IE DIAMETER OF THE PIPE BEING SLEEVED. 2. MINIMUM WIRE SLEEVE SIZE 15 2" (0-30 WIRES) USE 2.5" WIRE SLEEVE (31-46 WIRES). MASTER VALVE AND FLOW SENSOR WIRE SHALL BE IN A CONTINUOUS 1.25' CONDUIT FROM Tl-IE CONTROLLER TO Tl-IE MASTER VALVE AND FLOW SENSOR. (9:.;;EVE INSTALLATION RECORD DRAWINGS These Record DralJVings have been prepared based on information submitted, in part, by others. W hile this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions v.ti ich may have been incorporated into these plans as a result ~ <( I>'. 0 I>'. w o._ ::::, Ill ID ..... 0 .., ~ .., N 0 ~ ~ u w -, a I>'. o._ .., 53-z c., Ill w 0 I>'. Ill <( _J ~ a. 0 ..., ,-----------------------.------------,--,-------,---------------------,---r:::::-:::::-=.:--------.--------------------------------t~ ·-0 ~>-REVIEWED: " • Glasir Design Irrigation Consulting CI0#600·1-gldsin.Jesign.com R --·• GROUP MDESIGN /::;;,> -C <:::::'\ f //'f '\\\ ::::, !( f ~ ':i: \1"1 DANIEL JORDAN RCE 94723 ] \, ~; '\ ~ :: l1· // ASSOCIATE CIVIL ENGINEER u \\ \\ // /,' ~--+-------11---------------------l------/-:=,:,-c:::---r::::--::-:-,---+-----------------------.--------1,;: \\ / 5'01:2024 // I DESIGNED: DRAl'IN: ti; '\.. ,. _ • .-/' AS DM "' ~'--. ·---· ,,/ NO DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DATE: SHEET OF ? ··••·-e-,,> • 05/10/24 u 11 11 10 10 12 12 13 13 14 15 14 1 5 1 6 1 7 1 8 1 9 2 0 2 1 2 2 2 3 2 4 2 5 2 6 16 17 18 1 9 2 0 2 1 2 2 2 3 2 4 2 5 2 7 26 28 29 30 31 33 34 32 35 36 27 2 8 29 30 31 32 34 35 35 3 6 4 4 6 2 2 2 4 6 2 4 4 4 4 36 37 38 40 41 42 38 39 40 41 42 43 44 45 46 47 48 49 51 52 53 54 55 56 57 58 59 60 61 62 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 63 64 65 66 67 68 69 70 69 70 71 72 7 3 7 4 7 5 7 6 71 72 73 74 75 76 77 78 79 7 7 7 8 7 9 8 0 81 82 4 4 4 62 2 4 6 4 44 6 2 2 4 6 2 31591 Camino Capistrano San Juan Capistrano, CA 92675 www.RJMdesigngroup.com [949] 493-2690 fax [949] 493-2600 phone Signature Renewal Date Date L A RRY P.R Y A N LICEN S E N O . 2 5 0 2 L ICENS E D L A NDSCAPE A R C H I T E CT S T A T E OF CA L I F O R N IA R-7027-S 12 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SUPERIOR AVENUE AND HOSPITAL ROAD C-8894-2 PAVEMENT REHABILITATION Know what's below. before you dig.Call R MA T C H L I N E - S E E B E L O W L-3.01 SUPERIOR A V E N U E TREE LEGEND CONSTRUCTION LEGEND SHRUB LEGEND HARDSCAPE LEGEND 4 6 2 SUPERIOR AVENUE MA T C H L I N E - S E E A B O V E PLANTING PLAN LIMIT OF WORK LIMIT OF WORK LIMI T O F W O R K LIMIT OF WORK LIMIT OF WORK LI M I T O F W O R K 11 Not available during construction. Replaced with 5 gal Dasylirion Wheeleri Not available during construction. Replaced with 15 gal Caesalpinia Pulcherrima Not available during construction. Replaced with 3 gal Aloe Rudikoppe -· --_.,#/ D ' I 7 1-/ • -- T 6-J EPE -L ~~-------= ~---.-..__ -----::;_-·cc.~-e,,_,,,.,___ ----~ -------- -~~;::__ -...c--~z - ',\' -- "cc/ -· --~I~-~ . - ------- ---- -- RECORD DRAWINGS These Record Dravvings have been prepared based on information submitted, in part by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions which may have been incorporated into these plans as a resu lt - ---- - ""~··'-", ' ' --/ I • " al SYM. 0 0 \ . 0 0 0 3-1 E-2 B-5 B-L ~-s ID T-1 T-2 E-1 E-2 CONSTRUCT, BAJA CRESTA ef<.AY BOULDERS (2' 4' 4 6' DIAMETER) MORTARED COBBLE MEDIAN PLANTINS TC::'·1 NAtvC:: B .. As,_A. cR::s-A i::'.Y'<_.,,::..,~( B/,_.\ CR::S-l\ 6'<.1\ y B,A,¾._,~ cR::s-.A. G~-A·T' Q,:.\SIS 0 [3B-= 4' 8 ' A.'¾-?X "iUl_::H BOTANIC.AL NAME COMMON NAME E.OJ_CER EOJ_JER EOJ_Jl::R r"?ctv c:c--co DETAIL REFERENCE Det"il 4 SheetL-4.01 DetQII 5 SheetL-4.01 Det"II t, , SheetL-4.01 SIZE: c;nv. 2 '.;, 12 BoL,110::.:rs L'-;J 18 F3oulnn,...;:; -0 '.z, ' Bal.-' lce,-s 4" -8" ISC SF 5' L'¾"ER ICS cv SIZE REMARKS V'IATER USE C.HAMAEROPS HUMILIS -EUROPEAN FAN PALM MUL Tl-TRUNK (MIN. 5 TRUNKS) -t>' BTH MIN. St>" BOX DETAIL-I SHEET LOY'l L-4.01 PHOENIX ROEBELENII -PYSMY DATE PALM MUL Tl-TRUNK (MIN. 5 TRUNKS) -t,' BTH MIN. St>" BOX DETAIL-I SHEET LOY'l L-4.0I PROTECT IN PLACE EXISTINS MEXIC.AN FAN PALM PROTECT IN PLACE EXISTINS EUROPEAN FAN PALM ' / \ ~- ' ' I / , ' ,/ / / / / " // NOTES, I. 2. FOR PLANTINS DETAILS SEE SHEET L-4.01 C.ONTRAC.TOR TO PROVIDE 5" LAYER BARK MULCH IN ALL SHRUB AND SROUNDC.OVER PLANTINS AREAS. SUBMIT SAMPLE FOR APPROVAL GTY. E 0 IX) LO 0) ... ,---r---r------------------------,,-----r-----r-------,,------1~ ':QTi'-JJIS"--l H.Ai'-'E CO/Jl··,.10)' "..__,.A.H::-S2E V'i.A T::R JSE 0 .:::::. LO 1---t---t------------------------i,-----t-----+-------i,------10 DC:-AIL-2 ALOE C. _I.ARIS-C.0•1tvCN C.LI viBl,IS-ALOE S GAL 4 3 S-""ET I_O,·, 123 ~ L-4.<::.)I -o 1----<e----+-G-.'¾-·-L-L-IS ___ I E-c-•-c-·,-1-✓-l-i'-'-IC.--'¾-_-IS_'_L_·_1 L-E-._-()-_-.. -i------+------+-C~=~--A-IL---=----------+------< a. 4 3 s-:::Er LO/\ ILO ~ n 5 G'¾L L-4.01 o o-----1>---➔-----------------------------+-------1,------+--------➔------t"C: DC:-AIL-2 " Q_ $ 3 s-~rT l 01\ 110 ::, L-401 '7 D::C-'¾IL-::.: ~ 1----11• <11.· HT-L Ji\S'( _IR Ot~ IT::>;:\NL,vj-TEX/\S SCIC_ S G,AL ~ 3 S-::::tT \/tR.Y. L::Jk\ ~,& J, l----if----+----------------------1------if--"L--.... 4..a.O"-'-I ➔-----f-f-----1 ~ 2RYTHRCS-2HQ' S L_ICSI I c::c-AIL-2 / :::o CS/\L $ 3 s-=l:::T LO/\ :.::2 ~ -31RD o~ PA'<,4DISC SHRL,6 L 4 ~1 I 1---t---t------------------------i,-----t-----.•--·-+-------ir------l N C:C-AIL-= ~ HT-co -T-6 ci s s-:::ET Lo .. A, 2005 J, L-.c:1.01 N 1---+---+-------------------------1------+-----t-------+------tLO D':-'¾IL-2 / {/) 4 :5 s-==::CT l'···!o~:=:RA.-E 61 c: HT--: ••✓t SCA' .... -HUS TRAHSVORR SONEt-<::::1s -[·/[RSR:C[ll :L,L/\_I,\ 5 GAL L-4.01 ° ~--~~--------------------------------~-----~~--------------------t~ -----/ --~-------/ll 'C NO WORK SHALL BE DONE ON THIS SITE UNTIL BELOW AGENCY IS NOTIFIED DF INTENTION TO GRADE OR EXCAVATE. ---------- REVIEWED: ::, ... 0 ·c: " Q_ ::, 1/) I LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE AND N DEPTH IS UNKNOWN. CONTRACTOR SHALL VERIFY THE R M DESIGN DANIEL JORDAN RCE 94723 I LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE START GROUP ASSOCIATE CIVIL ENGINEER ~ OF EXCAVATION. CONTRACTOR SHALL TAKE CARE DURING l----l-----11---------------------+----l-:D::E::Sl::GNc:E::D-: --rD:-:R::A::W::N,---+-----------------------,--------t_'.:)- EXCAVATION AND PROTECT IN PLACE ALL UTILITIES "012024 AS DM co ENCOUNTERED. DAMAGED UTILITY FACILITIES SHALL BE O' 10' 20' 40' DATE: f-----------10, LlW.'.'.'.'.'.O_'W'.'.'O:'RK~IN~G_'D~AYS'.:_'B~E.'..'.FO'.':R'.:_E_'.'YO:'.:U~D"."IG'._L"R.':'EP~A"'IR'.':E:':'D_'A"'T_"NO"_'_A":'D":'D"IT:IO:NA"'L=-."C':'.OS".'T'.:_. __________________ _:-::':::::::_ ____________ j_ __________ _.. ..... ,_ ________ j__ __ L.""-:=:.":':':. __ _JL_"N"'O:._. J__'D"_A"T':_E _ _l':D'.':E.,,SC,,_R.,,IP_'TI'."O".'N_'O"F_'R"'E:"111':S:IO,,,N-,_s ___________ l_"AP .. P_'R'."O"'VE':':D'Lc_H_Ec_K_E_D: _ _jL_IOJ!'5iL/1<10lJ./~244:.L _____________________ _j__--S ... HE':':E:..'T __ _..o,,_F __ J[L 31591 Camino Capistrano San Juan Capistrano, CA 92675 www.RJMdesigngroup.com [949] 493-2690 fax [949] 493-2600 phone Signature Renewal Date Date L A RRY P.R Y A N LICEN S E N O . 2 5 0 2 L ICENS E D L A NDSCAPE A R C H I T E CT S T A T E OF CA L I F O R N IA R-7027-S 12 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SUPERIOR AVENUE AND HOSPITAL ROAD C-8894-2 PAVEMENT REHABILITATION Know what's below. before you dig.Call R L-4.01 12 PLANTING DETAILS Grout was added on top of mortar for a cleaner surface and the protrusion of the cobble from the grout was reduced to 0.5". 2' min (typ) 2% min, ty p 1" BOTTOM OF FROND PETIOLES 1"-0" ·r ·r ~m=m=m < - -.. ,- 5EC.TION N.T.5. _J 'i. ~~ ~Cl Ill \) ~ 0 @ @ @ ® @ G) @ @) @ ® PALM TREE PLANTING 2', 4' OR 6' DIAMETER 1--1-~ -1 1- 1 - - - - - --111-• • I 1-1=111--I 1=1 11. . I 1=-1 I SECTION -SQULDEFs ON §l½DE SC.ALE: 1/2" = 1'-0" 4 BOULDERS SEC.TION: MEDIAN PLANTING SC.ALE: l"=l'-0" Y'IIDTH PER EXISTINE; ~ONDITIONS 6 MEDIAN GRADING LEGEND: TRUNK -SIZE PER PLANT LEGEND. BAC.KFILL V'llTH C.LEAN, V'lA5HED C.ONC.RETE SAND. PVC. C.AP -BLAC.K, REMOVABLE FOR OBSERVATION. FINISH GRADE. 4" DIA. PVC. PIPE. NATIVE SOIL. FILTER FABRIC., C.ONTINUOU5 AT BOTTOM OF PLANT PIT V'llTH A MIN. 6" V'lRAP-UP 51DE5. 4" DIA. PVC. PERFORATED PIPE. GRADE AND SLOPE FOR DRAINAGE. GRAVEL SUMP BAC.KFILL, 5/4" C.RU5HED AGGREGATE. NO C.OMPAC.TION 15 REQUIRED. PALM ROOTBALL. PVC. END C.AP. SLOPE TO DRAIN, MIN. 2%. (D LEeEND, 'BAJA GRESTA CSRA'T'" BOULDERS, AVAILABLE FROM PEGORATIVE STONE 50UJ'TION5, OR APPROVED EGUAL. C,ONTAC.T: RANDY JUReENSEN (boo) 6"1"1-1818 xlOI. LOCATION 4 SIZE FER FLANTINS FLANS 4 BOULDER LEeEND FINISH SR.ADE. SEE CIVIL PLANS. PREF SUOORADE il'!ITH "1096 RELATIVE C.OMFAc.TION. NQTE, , I I I II /2' 11111JLI II I 11 111 ,I \=./t----r-, "".l"1"" .. I l_ll-11-11-1-11 I11-II 2 LEISENC?, 1 II II I I I Tl'IIC.E ROOTBALL DIAMETER SECJIQN YIEH (N.T.S) SHRUB -C.ENTER IN FIT. NATIVE UNDISTIJRBED SOIL. FINl5H~DE At-'IENDED BAc.KFILL -REFER TO SFEC.IFIC.ATIONS MULC.H FER SFEC.IFIC.ATIONS SC.ARIF'!' SIDES AND BOTTOM OF FLANTINS FIT. SHRUB PLANTING SECTIQN SC.ALE, 1/::2" = l'-0" LEGEND, FER PLAN SEC.TION (N.T.5.) EDSE OF FLANTINS AREA 0 0 0 0 0 0 0 0 0 0 0 (I) @ @ Y'IIDTH VARIES o o o o a FLAN VIEil'I SPAc.lNe (N.T.5.) LEISENp, SROUNDC.OVER FROM FLAT, C.UTTINS, LINER, OR ONE SALLON C.ONTAINER LAYER OF MULC.H, INSTALLED AFTER FLANTINS (DEPTH PER SFEC.IFIC.ATIONS) PLANTINe BED PER SPEC.IFIC.ATIONS. PLANTING SPACING ® SEE PLANTINe FLANS FOR BOULDER LOCATION. PLAN LOCATIONS ARE CONSIDERED DIAeRAMMATIC.. FINAL BOULDER LOCATION, PLACEMENT 4 INSTALLATION SHALL 6E REVIEil'IED AND APPROVED BY THE C.NB ENSINEER AND LANDSC.APE ARCHITECT. ALL SUBSTITUTIONS TO 6E REYIEil'IED AND APPROVED BY THE LANDSC.APE ARCHITECT PRIOR TO PURGHASINS. (D OASI~ F f3I E 4"-t," MORTARED INTO CONCRETE SETTING BED (2" MINJ. AVAILABLE FROM, ~TIVE STONE SOLUTIONS, OR APPROVED EQUAL. co·-, ri<:-r F?.A~I[)'( ._UF?Sf::"·-IS'."::l•I (Seo/ 6G1'0 -l8;f;, :.10 PEBBLE TO BE IMBEDDED 50% MIN. INTO MORTAR BASE, JOINTS SHALL BE I" MAX. © @ EXISTING CURB AND GUTTER BOULDERS SHALL BE PLACED/POSITIONED IN CLOSE PROXIMITY TO ADJACENT BOULDERS IN ORDER TO REPRESENT NATIJRAL BOULDER OUTC.ROPPINSS. ® LANDSC.APE PLANTER AREA, REFER TO PLANTING PLAN. (D ® @ 5 MORT AR.ED COBBLE LEiSENp, ADJACENT EXISTINS t-'IEDIAN CONCRETE CURB 4 SUTTER ORK-RAIL, WHERE OCCURS PER PLAN. BARK MULCH. CONTRACTOR TO PROVIDE 5" LAYER SHREDDED HARDWOOD BARK MULCH IN ALL 5HRU6 AND eROUNDC.OVER PLANTINe AREAS. SUBMIT SAMPLE FOR APPROVAL. MULCH TO BE INSTALLED 2" BELOW TOP OF CURB. EXISTINS SOIL TO BE REMOVED TO A DEPTH OF 12" FOR THE ENTIRE LENeTH OF THE MEDIAN, 4 REPLACED WITH NEW 5%o TOPSOIL. EXISTINS SOIL IN THE LOCATION OF NEW TREE PLANTINeS TO BE REMOVED TO A DEPTH OF 56", NEW so~o TOPSOIL. IMPORTED TOP SOIL SHALL BE ~DED SUCH THAT IRRISATION RUNOFF DRAINS TOWARD THE GENTER OF LANDSCAPE MEDIAN. MAXIMUM DEPTH OF 6" FROM GENTER OF MEDIAN TO CURB EDGE. EXISTINS SOIL LEVEL OF MEDIAN. NOTES, 50~o TOPSOIL, AVAILABLE FROM TIERRA VERDE INDUSTRIES, ("14"1)551-0565. TOPSOIL TO RECEIVE 8596-"1096 MINIMUM C.OMPAC.TION TO ALLOH FOR SOIL POROSITY 4 ROOT eROWTH. ANY SETTLEMENT THAT OCCURS OVER MAINTENANCE PERIOD TO 6E BROUGHT TO A LEVEL ACCEPTABLE TO CITY INSPECTOR. PLANTING NOTES, (D ALL LANDSC.APED AREAS TO REC.EIVE AUTOMATED IRRIGATION. REFER TO PLANTING SPEC.IFIC.ATIONS FOR SOIL PREPARATION, FERTILIZATION, MULC.HING, AND OTHER ADDITIONAL PLANTING INFORMATION. @ ALL PLANT MATERIAL SHALL BE APPROVED BY THE C.ITY'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION. FINAL LOCATION OF ALL PLANT MATERIALS SHALL BE 5UBJEC.T TO THE APPROVAL OF THE CITY'S AUTHORIZED REPRESENTATIVE. C.ONTRAC.TOR 5HAL.L NOTIFY C.ITY'5 REPRESENTATIVE 48 HOURS PRIOR TO C.OMMENC.EMENT OF V'lORK TO C.OORDINATE PROJEC.T IN5PEC.TION 5C.HEDULE5. 5EE DETAILS AND 5PEC.IFIC.ATION5 FOR PLANT PIT DIMENSIONS AND BAC.KFILL REQUIREMENTS. IF C.ONFLIC.T5 ARISE BETV'lEEN SIZE OF AREAS AND PL.ANS, C.ONTRAC.TOR TO C.ONTAC.T C.ITY'5 REPRESENTATIVE FOR RESOLUTION. FAILURE TO MAKE SUCH C.ONFLIC.T5 KNOV'lN TO THE C.ITY'5 REPRESENTATIVE V'llLL RE5UL T IN C.ONTRAC.TOR'5 LIABILITY TO RELOC.ATE THE MATERIALS. IT 15 THE C.ONTRAC.TOR'5 RESPONSIBILITY TO FURNISH PLANT MATERIALS FREE OF PE5T5 OR PLANT Dl5EA5E5. PRE-5ELEC.TED OR 'TAGGED' MATERIAL. MUST BE IN5PEC.TED BY THE C.ONTRAC.TOR AND C.ERTIFIED PEST AND DISEASE FREE. IT 15 THE C.ONTRAC.TOR'5 OBLIGATION TO WARRANTY ALL PLANT MATERIALS PER THE 5PEC.IFIC.ATIONS. C.ONTRAC.TOR SHALL BE RESPONSIBLE FOR MAKING HIM/HERSELF FAMILIAR WITH ALL UNDERGROUND UTILITIES, PIPELINES AND 5TRUC.TURE5. C.ONTRAC.TOR SHALL TAKE SOLE RESPONSIBILITY FOR ANY C.05T INC.URRED DUE TO DAMAGE OF SAID UTILITIES. C.ONTRAC.TOR SHOULD C.ALL UNDERGROUND 5ERVIC.E ALERT (2) FULL V'laRKING DAYS BEFORE C.OMMENC.ING ANY DIGGING. PHONE 811 FOR U.5.A C.ONTRAC.TOR SHALL NOT V'llLLFULLY PROC.EED V'llTH C.ONSTRUC.TION A5 DESIGNED V'lHEN IT 15 OBVIOUS THAT UNKNOV'lN OB5TRUC.TION5 AND/OR GRADE DIFFERENC.ES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. 5UC.H CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE CITY'S AUTHORIZED REPRESENTATIVE. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NEC.ESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFIC.ATION. @ C.ONTRAC.TOR SHALL BE RESPONSIBLE FOR ANY COORDINATION V'llTH 5UBC.ONTRAC.TOR5 AND C.ON5TRUC.TION MANAGER AS REQUIRED TO AC.C.OMPLl5H PLANTING OPERATIONS. @ PLANT MATERIAL QUANTITIES ARE GIVEN FOR C.ONVENIENC.E ONLY. PLANT SYMBOLS AND 5PEC.IFIED SPACING SHALL TAKE PREC.EDENC.E. CONTRACTOR SHALL VERIFY PLANT MATERIAL QUANTITIES PER PLAN. C.ONTRAC.TOR TO ASSURE POSITIVE DRAINAGE IN ALL PLANTING AREAS -2% MINIMUM ALLOV'lED. AFTER ROUGH GRADES HAVE BEEN E5TABLl5HED IN PLANTING AREAS, C.ONTRAC.TOR SHALL HAVE SOIL SAMPLE TAKEN AT 2 LOCATIONS. C.ONTRAC.TOR SHALL INFORM SOIL TESTING LAB OF THE PLANT MATERIAL SPECIFIED IN SOIL TESTING LOC.ATION5 (NATIVE TREES 4 SHRUBS, ORNAMENTAL TREES 4 5HRUB5, PALM TREES, BERMUDA SOD, ETC..) 50 THAT APPROPRIATE PLANTING REC.OMMENDATION5 C.AN BE GIVEN. THESE 5AMPLE5 SHALL BE TESTED BY Y'tA"l"POINT ANALYTICAL, OR APPROVED EQUAL (114) 282-8TT1 FOR SOIL FERTILITY, AGRIC.ULTURAL SUITABILITY TEST AND SOIL PREPARATION REC.OMMENDATION5 .. TV'lO 5AMPL.E5 SHALL. BE TAKEN AT EAC.H LOC.ATION, (I) GROUND LEVEL. TO 10" DEEP. EAC.H SAMPLE SHALL CONTAIN APPROXIMATELY I QUART OF SOIL AND BE LABELED PER LOC.ATION AND DEPTH. C.ONTRAC.TOR SHALL INSTALL SOIL PREPARATION AND BAC.KFILL MIX TO C.ONFORM TO THESE REC.OMMENDATION5 ONLY UPON REC.El PT OF WRITTEN CHANGE ORDER FROM C.ITY. SUBMIT SOIL REPORT TO CITY'S AUTHORIZED REPRESENTATIVE PRIOR TO PLANTING. @) GROUND C.OVER5 AND 5HRUB5 SHALL BE TRIANGULARLY 5PAC.ED, UNLE55 OTHERWISE INDIC.ATED -5EE DETAIL 5 THIS SHEET. @ ALL SOIL FOR LANDSCAPE PLANTING AREAS OR BERMS SHALL BE OBTAINED FROM ON-SITE EXC.AVATION5. SHOULD IMPORT SOIL BE NEC.E55ARY, INDICATE SOURCE LOCATION. SOIL SHALL BE SANDY LOAM C.ONTAINING NO TOXIC. C.HEMIC.AL5 OR ELEMENTS WHICH MAY INHIBIT OR RETARD NORMAL PLANT GROV'lTH. SOIL TESTING RE5UL TS SHALL BE SUBMITTED AND APPROVED PRIOR TO SOIL IMPLEMENTATION. @ C.ONTRAC.TOR TO PROVIDE 5" LAYER BARK MULC.H IN ALL SHRUB AND GROUNDC.OVER PLANTING AREAS. SUBMIT SAMPLE FOR APPROVAL @ AT EDGES OF PLANTING AREAS, THE C.ENTER LINE OF THE LAST ROV'l OF 5HRUB5 AND/OR GROUND C.OVER SHALL BE LOC.ATED NO FARTHER FROM OR C.L05ER TO THE EDGE THAN ONE-HALF THE SPECIFIED ON-C.ENTER 5PAC.ING. @) REMOVE ALL NURSERY STAKES AND ESPALIER RAC.KS IMMEDIATELY AFTER INSTALLATION. A PLANTING NOTES RECORD DRAWINGS These Record Dralfl!lngs have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Nevvport Beach is not responsible to its accuracy, nor for errors or omissions \Mlich may have been incorporated into these plans as a result. .:_i-_, _i) D D Q_ I (_j Q_ co :r, I >I I >I c.~, ' 0 t:==='============:---------------------------------------------------------------'-----'------------------------------------------jD C) I\O 'i/CRI< SI IALL 0[ C:JI\[ :J\I -I IS SIT[ U· .. 11 --3f-D'N ,::,_,:;-r·r:v :: \JC I If-f-1) '.:if- 11\TE''-ITIO\J r,_::: SRi'-:.:,E OR E/C/, ,,,_-~_ LJC!"-TIC: 15 !JF EX 5-1 C ,_,-L T:c, t 0:E i.''PF0i il/-TE !".I-:, Lc-'IH [; i_.\l 11'.Yi-/\. C:JI-. \-.CCICf: ',>1ALL \\c\"lfl lf-l LX!"-TICI !-JW DET -OF ;\_L _ITILITIE\! FCIJF Ti: T-E :IP-F:T c:, ,-.-;-.:;:-.-IC:1.1_ !C:1-.lffJ.CTJ! ',I Ii.I I T:\IT u-r:-rJPII-IG 1\CAV.t.TIOI. Al\! F!:T1:·T II "I AC-\ I IF I -1-s E -1/0l_!lrC:RD. JA.\IAGED ,r u-\ ---._:: L -ES :3HA __ Ee 1·•.'.".: '/·.ic~<i\C; I\"-.\":; 8--,::~-•'CU 1::c; ~=-)Ahl_J /'-. [\JO .AL:JIIIJI\Lt.L ::_:0::,:1. ~ ,--------------::::::jjjj~--,-----=7";:-;:-;:;;::-----:-,-7---7-----------------7---"Gi=T-:\i;-1=-wi1,VFTI_'.-:--: -----7--------------------------, 0 R MDESIGN GROUP 5/10/2024 r;i-.TF ~Arri ORIJAII ,~-,147 77 ASSJ(IA.T ']VII 11.C: •i,T' UC IL: