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HomeMy WebLinkAboutR_6088_SPUBLIC WORI<S DEPARTMENT BAYSIDE DRIVE, MARINE AVENUE AND JAMBOREE ROAD REHABILITATION C-7224-1 C)PROJECT LOCATION VICINITY MAP NOT TO SCALE SYMBOL ABBREVIATIONS EMERGENCY TELEPHONE NUMBERS -0- ® @ c,o, rill ml ::¢,--------o (- t:,. p � 0 n:;J [ll1] � [IJ ® �l'.'.l'.'.Li'.Li'.i'./ Lj ---- ---- ---it--- ----S---- -----w----- ---G--- --E-- --T-- -CATV- --SP-- -x-x-x- (IN ADDITION TO GREENBOOK SECTION 1-3 2) DAY NIGHT POWER POLE AB AGGREGATE BASE ARV AIR RELIEF VALVE SEWER CLEANOU T ACP ASBESTOS CEMENT PIPE SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY AT&T TELEPHONE COMPANY (800)624-8153(800)611-1911(800)332-1321(949)644-3011(714) 962-2411(714)542-6222(800)526-4158 G CITY ENGINEER, R.C.E. 46214 SEWER MANHOLE AC BC STORM DRAIN MANHOLE BCR BVC FIRE HYDRANT BLK CATV WATER METER Cl STREET LIGHT PULL BOX It CONB TRAFFIC SIGNAL PULL BOX CL CLR STREET LIGHT C&G E WATER VALVE EC GUY \'!RE ECR EVC SURVEY MONUMENT EX E/0 SIGN FLG FE VAULT VENT FL FM TREE G IRRIGATION CONTROL VALVE GV GB CABLE TV PULL BOX GE IP&T CORING LOCATION LOL LT ELECTRICAL MANHOLE MAX ELECTRICAL PULL BOX MJ MIN GAS VALVE NG N BUILDING NTS ASPHALT CONCRETE BEGIN CURVE BEGIN CURB RETURN BEGIN VERTICAL CURVE BLOCK CABLE TV CAST IRON CENTERLINE CITY OF NEWPORT BEACH CLASS CLEAR CURB AND GUTTER EAST /ELECTRIC END CURVE ENO CURB RET URN END VERTICAL CURVE EXISTING EAST OF FLANGE FLANGED END FLOW LINE FORCE MAIN GAS GATE VALVE GRADE BREAK GROOVED END IRON PIPE AND TAG LAYOUT LINE LEFT MAXIMUM MECHANICAL JOINT MINIMUM NA TUR AL GROUND NORTH NOT TO SCALE CITY OF NEWPORT BEACH UTILITIES DIVISION OR.ANGE COUNTY SANITATION DISTRICT TIME WARNER CABLE COX COMMUNICATIONS ENGINEER OF RECORD GENERAL NOTES (949)644-3717 I.ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BECONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS NO EXISTING CONSTRUCTION N/0 NUMBER NORTH OF CONSTRUCTION" AND SUPPLEMENTS TO DATE, EXCEPT AS OTHERWISE STATED IN THE CITY'SSTANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS.PROJECT LOCATION MAP PROPERTY LINE OG PE NEW CONSTRUCTION PROP PB CENTERLINE RCP RET SEWER LINE RHMA WATER LINE RT SCH GAS LINE s sea ELECTRICAL LINE SMH SHT TELEPHONE LINE SW CABLEVISION LINE s SCE SPRINKLER SYSTEM S/0 SQ FENCE STL T BLOCK WALL w W/ W/0 ORIGINAL GROUND PLAIN END PROPOSED PULL BOX REINFORCED CONCRETE PIPE RE TAINING RUBBERIZED HOT MIX ASPHALT RIGHT SCHEDULE SEWER SEWER CLEANOUT SEWER MANHOLE SHEET SIDEWALK SOUTH SOUTHERN CALIFORNIA EDISON SOUTH OF SQUARE STEEL TELEPHONE WEST/WATER IMTH WEST OF 2.EXISTING UNDERGROUND UTILITIES ARE SHOWN AS P[R AVAILABLE RECORDS. THE CONTRACTORSHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVAl"ION IN rHE rlELDPRIOR TO BEGINNING CONSTRUCTION. 3.ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISHTO ADJOINING IMPROVEMENTS. SIDEWALK ALONG THE SOUTH SIDE OF BAYSIDE DRIVE IS COLORED. 4.P.C.C. SHALL BE CLASS 560-C-3250 5.CONTRACTOR SHALL ADJUST CITY UTILITIES (e.g WATER VAULTS, WATER VALVES, SCO, SURVEYMONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADEPER CITY STANDARDS. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS. 6.PROPOSED PAVEMENT AND CURB AND GUTTER SHALL JOIN AND MATCH LINE AND GRADE OFEXISTING IMPROVEMENTS UNLESS NOTED OTHER'MSE. 7.ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE ATTENTIONOF THE ENGINEER. ENGINEER SHALL MAKE CHANGES TO DRAWINGS TO REFLECT AS CONSTRUCTEDCONDITION. FAILURE TO DO SO WILL PLACE RESPONSIBILITY OF THE CONTRACTOR FORCORRECTION AND LIABILITY ON ENGINEER OF RECORD. 8.ANY WORK NOT INDICATED ON THE DRA'MNGS BUT CALLED FOR IN THE SPECIFICATIONS, ORVICE-VERSA, AND ANY WORK REQUEST BY CNB PUBLIC WORKS INSPECTOR SHALL BE FURNISHEDAND PERFORMED AS THOUGH SPECIFICALLY INDICATED AND CALLED FOR IN BOTH. ANY WORKNOT INSTALLED ACCORDING TO DRAl'ANGS AND SPECIFICATIONS OR ORDINANCES AND LAWS SHALLBE REPLACED AT CONTRACTOR'S EXPENSE. BASIS OF BEARINGS: CALL TOLL FREE 1-800-227-2600 BEFORE YOU DIG THE BASIS OF BEARINGS FOR THIS SURVEY IS THE LINE BETWEEN GPS POINT #6280 AND CPS POINT #6266 BASED ON THE STATE PLANE COORDINATE SYSTEM OF. 1983, CALIFORNIA ZONE VI, EPOCH DA TE 2007.00, SAID BEARING BEING N 83" 18' 32" W. BENCHMARK: �� MARK ■■THOMAS 16795 VON KARMAN AVE., SUITE 240 IRVINE, CA 92 606 (949)477-9000THE ELEVATIONS SHOWN HEREON ARE BASED UPON THE COUNTY OF ORANGE BENCH MARK NO. NB4-39-77, (NAVO 88, YEAR 2011). 3 3/4" OCS ALUMINUM BENCH MARK DISK STAMPlD "NB4-39-77". ELEVATION 8.489' No. C70078 Exp. 9-30-20/4 DATE: DA TE: _l_o_-_4""_-_\ e. __ SHEET IN DEX TITLE SHEET 2 KEY MAP 3 TYPICAL SECTIONS 4-10 PLAN 11-12 CONSTRUCTION DETAILS 13-19 STRIPING AND SIGNAGE 20-22 RETAINING WALLS 23-25 TRAFFIC SIGNAL MODIFICATIONS 26-39 LANDSCAPE AND IRRIGATION APPROVAL RECOMMENDED: 1lrk THOM c�u RAN M INTERIM�TOR CONSTRUCTION NOTES CD CONSTRUCT PCC CURB & GUTTER TYPE A PER CONB STD-182-L. 0 CONSTRUCT PCC CURB TYPE B (10") PER CONB STD-182-L.0 CONSTRUCT 4" PCC SIDEWALK PER CONB STD-180-L, STAINED TO ATCH EXISTING.® CONSTRUCT CURB RAMP CASE "B'' PER CONB STD-181-L-A.© CONSTRUCT CURB RAMP CASE "A" PER CALTRANS STANDARD PLAN0 CONSTRUCT CURB RAMP CASE "B" PER CALTRANS STANDARD PLAN0 CONSTRUCT CURB RAMP CASE "C" PER CALTRANS STANDARD PLAN® CONSTRUCT COMMERCIAL DRIVEWAY TYPE II PER CONB ST0-161-L. RADIUS AS NOTED) @ CONSTRUCT RESIDENTIAL DRIVEWAY TYPE I PER CONB STD-162-L. @ CONSTRUCT PCC CROSS GUTTER PER CONB STD-185-L. @ CONSTRUCT RETAINING WALL PER DETAILS ON SHEET 20. 03)CONSTRUCT BLOCK WALL PER DETAILS ON SHEET 21 @ GRIND AC (2" MAX) AND OVERLAY 2" AF!HM. @ INSTALL THERMOPLASTIC MEDIAN TREATMENT ON AC OVERLAY P R SPECIFICATIONS. @ REPLACE BOLLARDS WITH SQUARE, WASAU TILE, MODEL No. TF6004 22 OR APPROVED EQUAL. @ ADJUST EXISTING WATER VALVE TO FINISH GRADE. @ ADJUST SEWER MANHOLE TO FINISH GRADE. @ ADJUST STORM DRAIN TO FINISH GRADE. @ CONSTRUCT NEW ROUND LIDS ON CATCH BASIN. @ RELOCATE FIRE HYDRANT PER CONB STD-500-l. @ REMOVE WATER FOUNTAJN AND INSTALL ELKAY LK4420BF1LDBEZ 20 OUT DOORDRINKING FOUNTAIN WITH BOTTLE FILLING STATION AND PET F UNTAIN, Bl LEVEL, PEDESTAL, ADA, NON-REFR!EGERATED. @ REMOVE AND REPLACE EXISTING RAILING. @ INSTALL 4'x6' NEW TREE WELL. @ ADJUST GAS VALVE TO FINISH GRADE (BY OTHERS) TO COORDINATE WITH GAS COMPANY2 WEEKS PRIOR TO START @ INSTALL TYPE IV ARROW. @ INSTALL TYPE VII ARROW. @ INSTALL TYPE VIII ARROW.® INSTALL "BIKE LANE" PAVEMENT LEGEND AND BIKE LANE ARROW. (Bl INSTALL 12" CROSSWALK. CROSSWALK WIDTH AS SHOWN AND IS MC: . SURED INSIDE TO INSIDE. @ INSTALL 12" YELLOW DIAGONAL LINE AT 45". @ INSTALL STRIPING DETAIL 9. @ INSTALL STRIPING DETAIL 22. @ INSTALL STRIPING DETAIL 26. @ INSTALL STRIPING DETAIL 27B. @ INSTALL STRIPING DETAIL 29. @ INSTALL STRIPING DETAIL 32. @ INSTALL STRIPING DETAIL 38.8 INST ALL STRIPING DETAIL 39. @ INSTALL STRIPING DETAIL 39A. @ INSTALL STRIPING DETAIL 40. @ INSTALL CONTINENTAL CROSSWALK WITH 2' BARS AND 2' GAPS. CR SSWALK SHALL BE 10' WIDE. @ INSTALL YIELD LINE. @ INSTALL 4" l'A-IITE LINE.® INSTALL PAVEMENT MARKING AS NOTED.® PAINT RED CURB, LENGTH AS NO IED.® INSTALL 12" WHITE LIMIT LINE. @ JOIN EXISTING STRIPING. @3) PROTECT IN PLACE EXISTING STRIPING. @ REMOVE EXISTING STRIPING.® INSTALL STRIPING DETAIL 41.® INSTALL STRIPING DETI\IL 378.® PROTECT PAVEMENT MARKER.@ REINSTALL PAVEMENT MARKER RS-6 REVIEWED: C-7224-1 TIT E SHEET BAYSIDE DRIVE, MARINE VENUE AND JAMBOREE RO AD LIST OF DRAWINGS, VICINI Y MAP AND PROJECT LOCATION DESIGNED: CHECKED: AV JT DRAWN PWB PRIVATE DEVELOPMEN -----'-----+--------I CITY OF NEWPOR DATE 10 OJ 18 WORK IN THE R-6088-S BEACH SHEET 01 OF 39 RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. • • • APPROVED: -___:_:=;2 ~~#~,~~~~~K~Si;-, RR].c~.E~_:--;4~7~966'1l- ( 1 I .0.D. RCE 70740 IVIL E'NGINEER • DATE ACTING CITY ENGINEER, R.C.E. 46214 DIRECTOR OF PUBLIC WORKS, R.C.E. 47961 CONSTRUCTION NOTES CITY OF NEWPORT BEACH TITLE SHEET LIST OF DRAWINGS, VICINITY MAP AND PROJECT LOCATION VICINITY MAP PRIVATE DEVELOPMENT WORK IN THE F W O C ALI TY CI O F N E N I A R A H C RT OP B E 01 39 PROJECT LOCATION MAP MA R I N E BA Y S I D E D R I V E BAYSIDE DRIVE, MARINE AVENUE AND JAMBOREE ROAD REHABILITATION PUBLIC WORKS DEPARTMENT C-7224-1 C-7224-1 AV E N U E PA C I F I C C O A S T HWY BALBOA ISLAND JA M B O R E E R O A D BEACON BAY R-6088-S MARK THOMAS AV 08/30/2019 C-7224-1 CITY OF COSTA MESA ~ PROJECT LOCATION JOHN WAYNE > AIRPORT if NOT TO SCALE Ct4i ~~ l5' 01' CITY OF IRVINE # APPROVED: _______________________ _ DA TIE: ------- SYMBOL ABBREVIATIONS EMERGENCY TELEPHONE NUMBERS (IN ADDITION TO GREENBOOK SECTION 1-3.2) DAY NIGHT -0-POWER POLE AB AGGREGATE BASE ARV AIR RELIEF VALVE SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY AT&T TELEPHONE COMPANY (800) 624-8153 (800) 611-1911 (800) 332-1321 (949) 644-3011 (714) 962-2411 (714) 542-6222 (800) 526-4158 APPROVED: _______________________ _ DA TIE: ------- @ ® @ r-0:I !Ill llC [IS] ~ @ <:- A ~ ~ e li:l1I ll'll -' (E) [I] ® ~i::::~~£'.:£'.:lt:'.:£'.:/ ~ ---- ---- ---It--- ----s---- -----w----- ---G--- --E-- --T -CATV- --SP-- -x-x-x- SEWER CLEANOUT ACP SEWER MANHOLE AC BC STORM DRAIN MANHOLE BCR BVC FIRE HYDRANT BLK CATV WATER METER Cl STREET LIGHT PULL BOX It CONB TRAFFIC SIGNAL PULL BOX CL CLR STREET LIGHT C&G E WATER VALVE EC GUY l\1RE ECR EVC SURVEY MONUMENT EX E/0 SIGN FLG FE VAULT VENT FL FM TREE G IRRIGATION CONTROL VALVE GV GB CABLE TV PULL BOX GE IP&T CORING LOCATION LOL LT ELECTRICAL MANHOLE MAX ELECTRICAL PULL BOX MJ MIN GAS VALVE NG N BUILDING NTS NO EXISTING CONSTRUCTION N/0 PROPERTY LINE OG PE NEW CONSTRUCTION PROP PB CENTERLINE RCP RET SEWER LINE RHMA WATER LINE RT SCH GAS LINE s sco ELECTRICAL LINE SMH SHT TELEPHONE LINE SW CABLEVISION LINE s SCE SPRINKLER SYSTEM S/0 SQ FENCE STL T BLOCK WALL w W/ W/0 ASBESTOS CEMENT PIPE ASPHALT CONCRETE BEGIN CURVE BEGIN CURB RETURN BEGIN VERTICAL CURVE BLOCK CABLE TV CAST IRON CENTERLINE CITY OF NEWPORT BEACH CLASS CLEAR CURB AND GUTTER EAST /ELECTRIC END CURVE END CURB RETURN END VERTICAL CURVE EXISTING EAST OF FLANGE FLANGED END FLOW LINE FORCE MAIN GAS GATE VALVE GRADE BREAK GROOVED END IRON PIPE AND TAG LAYOUT LINE LEFT MAXIMUM MECHANICAL JOINT MINIMUM NATURAL GROUND NORTH NOT TO SCALE NUMBER NORTH OF ORIGINAL GROUND PLAIN END PROPOSED PULL BOX REINFORCED CONCRETE PIPE RETAINING RUBBERIZED HOT MIX ASPHALT RIGHT SCHEDULE SEWER SEWER CLEANOUT SEWER MANHOLE SHEET SIDEWALK SOUTH SOUTHERN CALIFORNIA EDISON SOUTH OF SQUARE STEEL TELEPHONE WEST/WATER l\1TH WEST OF CITY OF NEWPORT BEACH UTILITIES DIVISION ORANGE COUNTY SANITATION DISTRICT TIME WARNER CABLE COX COMMUNICATIONS ENGINEER OF RECORD GENERAL NOTES (949) 644-3717 / 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION" AND SUPPLEMENTS TO DATE, 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 CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS. SIDEWALK ALONG THE SOUTH SIDE OF BAYSIDE DRIVE IS COLORED. 4. P.C.C. SHALL BE CLASS 560-C-3250 5. CONTRACTOR SHALL ADJUST CITY UTILITIES (e.g. WATIER VAULTS, WATER VALVES, SCO, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE PER CITY STANDARDS. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS. 6. PROPOSED PAVEMENT AND CURB AND GUTTER SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS UNLESS NOTED OTHERWISE. 7. ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER. ENGINEER SHALL MAKE CHANGES TO DRAWINGS TO REFLECT AS CONSTRUCTIED CONDITION. FAILURE TO DO SO WILL PLACE RESPONSIBILITY OF THE CONTRACTOR FOR CORRECTION AND LIABILITY ON ENGINEER OF RECORD. 8. ANY WORK NOT INDICATED ON THE DRAWINGS BUT CALLED FOR IN THE SPECIFICATIONS, OR VICE-VERSA, AND ANY WORK REQUEST BY CNB PUBLIC WORKS INSPECTOR 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. BASIS OF BEARINGS: CALL TOLL FREE 1-800-227-2600 BEFORE YOU DIG THE BASIS OF BEARINGS FOR THIS SURVEY IS THE LINE BETWEEN GPS POINT i/62B0 AND GPS POINT #6266 BASED ON THE STATIE PLANE COORDINATE SYSTIEM OF 1983, CALIFORNIA ZONE VI, EPOCH DA TIE 2007.00, SAID BEARING BEING N B3" 1 B' 32" W. BENCHMARK: MARK ■■THOMAS 16795 VON KARMAN AVE., SUITE 240 IRVINE, CA 92606 THE ELEVATIONS SHOWN HEREON ARE BASED UPON THE COUNTY OF ORANGE BENCH MARK NO. NB4-39-77, (NAVD 88, YEAR 2011). 3 3/4" OCS ALUMINUM BENCH MARK DISK STAMPED "NB4-39-77". ELEVATION 8.489' (949) 477-9000 AS BUILT CORRECTIONS BY ____ _ CONTRACT NO. _____ _ DATE _________ _ No. C70076 Exp. 9-30-20 crvn., SHEET INDEX TITLE SHEET 2 KEY MAP 3 TYPICAL SECTIONS 4-10 PLAN 11-12 CONSTRUCTION DETAILS 13-19 STRIPING AND SIGNAGE 20-22 RETAINING WALLS 23-25 TRAFFIC SIGNAL MODIFICATIONS 26-39 LANDSCAPE AND IRRIGATION APPROVAL RECOMMENDED: THOM COUGHRAN M.O.D. INTERIM DEP. DIRECTOR DATE ______ _ CD CONSTRUCT PCC CURB & GUTTER TYPE A PER CONB STD-182-L. 0 CONSTRUCT PCC CURB TYPE B (1 O") PER CONB STD-1 B2-L. © CONSTRUCT 4" PCC SIDEWALK PER CONB STD-180-L, STAINED TO MATCH EXISTING. ® CONSTRUCT CURB RAMP CASE "B" PER CONB STD-181-L-A. © CONSTRUCT CURB RAMP CASE "A" PER CALTRANS STANDARD PLANS. 0 CONSTRUCT CURB RAMP CASE "B" PER CALTRANS STANDARD PLANS. G) CONSTRUCT CURB RAMP CASE "c" PER CALTRANS STANDARD PLANS. ® CONSTRUCT COMMERCIAL DRIVEWAY TYPE II PER CONB STD-161-L. (RADIUS AS NOTED) @coNSTRUCT RESIDENTIAL DRIVEWAY TYPE I PER CONB STD-162-L. @ CONSTRUCT PCC CROSS GUTTER PER CONB STD-185-L. @ CONSTRUCT RETAINING WALL PER DETAILS ON SHEET 20. (8) CONSTRUCT BLOCK WALL PER DETAILS ON SHEET 21. @GRIND AC (2" MAX) AND OVERLAY 2" ARHM. @ INSTALL THERMOPLASTIC MEDIAN TREATMENT ON AC OVERLAY PER SPECIFICATIONS. @ REPLACE BOLLARDS WITH SQUARE, WASAU TILE, MODEL No. TF6004W22 OR APPROVED EQUAL. @ ADJUST EXISTING WATER VALVE TO FINISH GRADE. @ ADJUST SEWER MANHOLE TO FINISH GRADE. @ ADJUST STORM DRAIN TO FINISH GRADE. @ CONSTRUCT NEW ROUND LIDS ON CATCH BASIN. § RELOCATE FIRE HYDRANT PER CONB STD-500-L. @ REMOVE WATER FOUNTAIN AND INSTALL ELKAY LK44ZOBF1LDBEZHZO OUTDOOR DRINKING FOUNTAIN WITH BOTTLE FILLING STATION AND PET FOUNTAIN, BI LEVEL, PEDESTAL, ADA, NON-REFRIEGERATED. @ REMOVE AND REPLACE EXISTING RAILING. @ INSTALL 4'x6' NEW TREE WELL. @ ADJUST GAS VALVE TO FINISH GRADE (BY OTHERS) TO COORDINATE WITH GAS COMPANY 2 WEEKS PRIOR TO START @ INSTALL TYPE IV ARROW. @ INSTALL TYPE VII ARROW. @ INSTALL TYPE VIII ARROW. @ INSTALL "BIKE LANE" PAVEMENT LEGEND AND BIKE LANE ARROW. ~ INSTALL 12" CROSSWALK. CROSSWALK WIDTH AS SHOWN AND IS MEASURED INSIDE TO INSIDE. ® INSTALL 12" YELLOW DIAGONAL LINE AT 45". @ INSTALL STRIPING DETAIL 9. @ INSTALL STRIPING DETAIL 22. @ INSTALL STRIPING DETAIL 26. @ INSTALL STRIPING DETAIL 27B. @ INSTALL STRIPING DETAIL 29. @ INSTALL STRIPING DETAIL 32. @ INSTALL STRIPING DETAIL 3B. @ INSTALL STRIPING DETAIL 39. @ INSTALL STRIPING DETAIL 39A. @ INSTALL STRIPING DETAIL 40. @ INSTALL CONTINENTAL CROSSWALK WITH 2' BARS AND 2' GAPS. CROSSWALK SHALL BE 10' WIDE. @ INSTALL YIELD LINE. @ INSTALL 4" WHITIE LINE. @ INSTALL PAVEMENT MARKING AS NOTED. ® PAINT RED CURB, LENGTH AS NOTED. @ INSTALL 12" WHITE LIMIT LINE. ® JOIN EXISTING STRIPING. @ PROTIECT IN PLACE EXISTING STRIPING. ® REMOVE EXISTING STRIPING. @ INSTALL STRIPING DETAIL 41. @ INSTALL STRIPING DETAIL 37B. ® PROTIECT PAVEMENT MARKER. @ REINSTALL PAVEMENT MARKER R5-6. @ REMOVE IN-GROUND SIGN. @ INSTALL 1 Z"x1 Z" YARD CATCH BASIN WITH ATRIUM GRATE PER NDS MANUFACTURER OR APPROVED EQUAL CONNECTED TO A 4" PVC DRAIN THROUGH CURB PER CONB STD-184-L. REVIEWED: PATRICK ARCINIEGA, RCE 70740 SENIOR CIVIL ENGINEER DESIGNED: DRAWN: JT PWB CHECKED: DATE: AV 10 03 18 BAYSIDE DRIVE, MARINE AVENUE AND JAMBOREE ROAD SHEET OF 02 39 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT KEY MAP BAYSIDE DRIVE HORIZONTAL AND VERTICAL CONTROL S H E E T 4 SHEET 6 SHEET 5 SHEET 7 SHEET 8 S H E E T 9 S H E E T 1 0 JAM B O R E E R O A D PACIFIC CO A S T H w y PACIF I C C O A S T H w y M A R I N E A V E N U E BAYSIDE DRIVE BASIS OF BEARINGS BENCH MARK R-6088-S C-7224-1 AS BUILT MARK THOMAS AV 08/30/2019 C-7224-1 THE BASIS OF BEARINGS FOR THIS SURVEY IS THE LINE BETWEEN GPS POINT #6280 AND GPS POINT #6266 BASED ON THE STATE PLANE COORDINATE SYSTEM OF 1983, CALIFORNIA ZONE VI, EPOCH DATE 2007.00, SAID BEARING BEING N 83" 18' 32" W. THE ELEVATIONS SHOWN HEREON ARE BASED UPON THE COUNTY OF ORANGE BENCH MARK NO. NB4-39-77, (NAVO 88, YEAR 2011). 3 3/4" OCS ALUMINUM BENCH MARK DISK STAMPED "NB4-39-77". IN THE NORTHEAST CORNER OF A 4.3 FT. BY 4.8 FT. CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE SOUTHEAST CORNER OF THE INTERSECTION OF BAYSIDE DRIVE AND HARBOR ISLAND DRIVE, 64.6 FT. EASTERLY OF THE CENTERLINE OF HARBOR ISLAND DRIVE AND 38 FR. SOUTHERLY OF THE CENTERLINE OF BAYSIDE DRIVE. MONUMENT IS LEVEL WITH THE SIDEWALK. ELEVATION 8. 489' AND ALSO COUNTY OF ORANGE BENCH MARK NO. NB3-20-92, (NAVO 88, YEAR 1992). 3 3/4" OCS ALUMINUM BENCH MARK DISK STAMPED "NB3-20-92". IN THE TOP OF A 1 FT. WIDE BY 2 FT. TALL CONCRETE WALL. MONUMENT IS LOCATED IN THE SOUTHWEST CORNER OF THE INTERSECTION OF BALBOA ISLAND BRIDGE AND MARINE AVENUE, 18 FT. WESTERLY OF THE CENTERLINE OF MARINE AVENUE AND ON THE SOUTYERL Y SIDE OF THE BRIDGE. MONUMENT IS LEVEL WITH THE WALL. ELEVATION 8.364' MARK ■■THOMAS 16795 VON KARMAN AVE., SUITE 240 IRVINE, CA 92606 (949) 477-9000 ~=1~ ,_,~o "; .. ,t. "' ... ... "' No. C70076 Exp. 9-30-20 ----- i ~ NO. DATE DESCRIPTION OF REVISIONS I I I I I I I I , r APPROVAL RECOMMENDED: PATRICK ARCINIEGA RCE 70740 SENIOR CIVIL ENGINEER DESIGNED: DRAWN: JT PWB APPROVIED CHECKED: DATE: AV 091018 C: ;;: 0 ~ ..Cl C. E C. 0 0 .;i: "' '-"' "' '--<Xl 0 a, ;;: " -.c: (f) C. C :::;; >, Q) "' !,., C m / >--...J ::::, m I (f) <( / en -Q) Q) .c: (f) >, C ;;: " C 0 0:: / en -Q) Q) .c: (f) / 0 <( u / C: a, .iii Q) 0 / CORRECTIONS BY _____ _ ~ en -C: CONTRACT NO. _____ _ Q) E Q) DATE _________ _ > 0 ~ C. E Q) > ·.:: 0 Q) " .ig, C m ~ st 0 ~ ..... I 0:: SHEET OF / 7 27'27'6'6' BAYSIDE DRIVE 28'28'12' & (1.9%)(2.3%) (1.8%)(2.5%) (3.5%)(2.2%) 10'8' (1.2%) 32'32'8'5.4' (2.6%) 10'8' (0.7%) (2.3%) 15 15 4 ȭ ȭ ȭ A 10' FLUSH MEDIAN 8' MEDIAN 51' CR O W N 15 14 RET. WALL (STA 15+85 TO 17+85) A A 6.5' A 38'38' A 40' 17 15 13 4 RET. WALL (STA 32+05.73 TO 37+06.61) A A A A A 15 R/W R/W ȭPROP ESMT EX R/W R/W 15 R/W R/W 12' (2.2%)(3.4%) 40'37' CR O W N 5' A A A ȭ R/W R/W 15 27'27' SW C&GC&G C&G C&G C&GC&G C&G SW SW SW SW C&G B B 6'-9' (1.5%)(4%) 20'-30'20'-40' CR O W N A A A ȭ R/W R/W 15 10'-20'10'- 42' C&GC&G SW 8'-9' STA 10+00 TO 20+00 BAYSIDE DRIVE STA 31+64 TO 36+47 BAYSIDE DRIVE STA 40+10 TO 50+61 MARINE AVENUE "MAR" STA 10+00 TO 13+00 JAMBOREE ROAD "JAM" STA 10+00 TO 17+50 MARINE AVENUE BRIDGE " MAR" STA 13+00 TO 17+75 5'5' ASW SW VAR 0'-18' VARIES 1'-1.5' ASW 3 3 2: 1 O R FL A T T E R 3' 2% 7' & 1.80' 4'4' 10' FLUSH MEDIAN17 5' 5' 15 1'1' 3.5' SA W C U T SA W C U T STA 38+62 TO 40+10 42' Var Var VARIES VARIES 32'32'12'-21'2' BAYSIDE DRIVE ȭ 15 A 34' 15 R/W C&G STA 20+60 TO 21+68 36'28' 8' MEDIAN 49' 2' A 30' 15 A ȭ R/W R/W 15 C&G C&GBAYSIDE DRIVE STA 21+68 TO 23+11 3 3 4'4' 1'1'SA W C U T SA W C U T 12' & Var R/W Exist 7.5" A.C. Exist 7.5" A.C. Exist 5" A.C. 6" A.B. Exist 8.5" A.C. Exist 8.0" A.C. 3.0" A.B. Exist 11" A.C. Exist 5.5" A.C. 8.0" A.B. LIMITS OF ROADWAY EXCAVATION AND TOP SOIL LIMITS OF ROADWAY EXCAVATION AND TOP SOIL (2.2%)(1.6%) 4 STA 10+58 TO 11+27 1 3' SA W C U T Var 4 4 45' & Var MEDIAN PCC CURB (TYPE B) MOD DETAIL NOT TO SCALE 10" 3:12 BATTER AC PATCH 16" 6" NOTE: ALL OTHER SPECIFICATION PER STD PLAN STD-182-L. 34'26'13' 51' ȭ 17 10' FLUSH MEDIAN CR O W N 35' 15 A AA ESMT C&G C&G SW R/W BAYSIDE DRIVE 15 4'6' STA 23+11 TO 31+64 Exist 8.5" A.C. (2.2%)(1.6%) R/W 3'3.5' 4 STA 36+47 TO 38+62 Exist STA 36+47 TO STA 37+70 MEDIAN 36 " 36 " TCE SWALE SEE DETAIL 1 26.5' TCE 16.5' BSW 18" SWALE DETAIL 1 TCE 18"20' FL 4:1 OR FLATTER 3" 03 39 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT TYPICAL SECTIONS BAYSIDE DRIVE, JAMBOREE ROAD MARINE AVENUE DISPOSITION NOTES: CONSTRUCTION NOTES: R-6088-S C-7224-1 MARK THOMAS AV 08/30/2019 C-7224-1 ------ --------I;-----------1-1--- ~ I I ----l t • I I I ~ I I ------- G PROTECT-IN-PLACE (ITEM ~ REMOVE ( ITEM AS NOTED) AS NOTED) 0 CONSTRUCT PCC CURB TYPE B MOD (10") PER CONB STD-183-L. 0 CONSTRUCT 4" PCC SIDEWALK PER CONB STD-180-L. @ CONSTRUCT RETAINING WALL PER DETAILS ON SHEET C7c. 20. 0 CONSTRUCT BLOCK WALL PER DETAILS ON SHEET 21. @ GRIND AC (2" MAX) AND OVERLAY 2" ARHM. @~~~T~~~ci~ftt~foLNAs5.nc MEDIAN TREATMENT ON AC OVERLAY C ;: 0 L .c, c_ E c_ 0 OJ '-. OJ ~ <Xl 0 c,, ;: -□ ...., .c (/) 1/J C 0 :;::; u Q) (/) :!.., 0 i ...J ::::, rn I (/) 5- 1/J ~ Q) Q) .c (/) >, 0 ;: -□ 0 0 !;,- 1/J ~ Q) Q) .c ~ 0 <( ;:!-- c -~ 1/J Q) AS CORRECTIONS BY______ ~ CONTRACT NO.______ j DATE__________ E l~~~~~____:o;=:;;~7r2r~~~~~~~~=-=-=-~~~~~~~~~~~ii'i'iiii'm:-~---------_J J APPROVAL RECOMMENDED: -~ L 0 Q) -□ -~ 0 rn MARK ;\ / 1 \ '2/16/18 / \ .l.OCE\Dl-',A -113 ■ ■ THOMAS <I,~ 0 11 .. r-,----,------------------L--J PATIRICK ARCINIEGA RCE 70740 ~ 16795 VON KARMAN AVE., SUITE 240 IRVINE, CA 92606 No. C7007 (949) 477-9000 Exp. 9-30- crvn., SENIOR CIVIL ENGINEER DESIGNED: DRAWN: JT PWB NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DA TE: AV 091018 SHEET OF 04 39 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PLAN BAYSIDE DRIVE FROM 10+00 TO 19+50 M A T C H L I N E - S T A 1 9 + 5 0 - S E E S H E E T 5 MA T C H L I N E - S T A 1 4 + 5 0 MA T C H L I N E - S T A 1 4 + 5 0 PA C I F I C C O A S T H w y CURVE DATA DISPOSITION NOTES: CONSTRUCTION NOTES: LINE DATA BAYSIDE DRIVE BAYSIDE DRIVE LEGEND: R-6088-S C-7224-1 AL O H A D R I V E SE E B E L O W L E F T SE E A B O V E R I G H T 301 377 333 341 341 445 445 445 401 409 415 421 375-387 MARK THOMAS AV 08/30/2019 C-7224-1 I I 0 cJ) \ \ f--\ <'11 f--<t (1) 1 7 1 7 f--(!) X "' -. __J w (!) (!) 0 u 1 \i 0 VJ O"l cJ) + 0 " .,., ' R/W \ .,., z \ <t 0 X r----u f--z w .,., w VJ w '-✓---• .., __ \ I / / / R/W I I CAL TRANS R/W I 0:: w f--<t 3: <XJ X w --SD --SD u (1) w X w 0 I / ~ CAL TRANS / • 10 C&G SW L 20 -s -E R/W I> . 0:: w f--__J <tu 3: = ~ "z N -XO WN 1 7 I") 0 . (!) (!) + N 1 7 O"l r--- LO " + N C&G SW 0 10 1 7 " 0 20 40 80 N " R/W + " <t f--lu (/) ~u lDi;'.: u l/)(0 VJW Cl II __ ............. ~-------~-~~-+---,r---+~-----:,1'---------''r;:----~,--,--------:---~ --~-=-=---.__ ___ ... • I I =-w-~ w-~-------w----1-------w-------+--W---+--l---+----1 ---~~~-------W---------W---------W--+ t3 C&G SW u 40 80 CD ll1 "' . ll1 <XJ + <.<) - <t f-- (/) D --SD D ~ r-0 ___ 7 __j__ _ 2.00' "' (!) . "' .,., + N -z <t (.'.) f--w l/l CD 1 7 1 7 1 7 1 7 l"1 "' (!) N <.<) . (!) . ll1 . "' " " N + 0 + r----+ r----r-----z <t <t f--u <t (.'.) f--u l/l w f--w (/) CD V) CD ~- R=l 80' -(!) --- f'1 >'- N_ <I) Cl --- 0:: w __J 3: u w (/) 0 ' (!) (/) "' - X "' w <XJ • t- ~ -s--------s------s ----W---------W--+---- -+---E-~-----+---E----------E----,---......._,_ 0:: __J w u 3: w !z l/l C (/) -N <XJ . X co w - II __J u uo (1) ' -w X w 1 7 f'1 <I) z----1 Cl :,,- (/) -r---- N II 0:: w __J f--u <t 3: 0 '- <XJ (/) -X O"l w N ------ f--<'11 f--__J <t u 0 -'-(1) V) f---X LO w "' ---- 0:: u CD <XJ r----. 1 4 .,,. u f-- m N f--• 0:: :::: "---N -> <t • w f-N __J l/l "' w R/ G PROTECT-IN-PLACE (ITEM AS NOTED) ~ REMOVE (ITEM AS NOTED) CD CONSTRUCT PCC CURB & GUTTER TYPE A PER CONB STD-182-L. 0 CONSTRUCT 4" PCC SIDEWALK PER CONB STD-1 80-L, STAINED TO MATCH EXISTING. © CONSTRUCT CURB RAMP CASE "C" PER CAL TRANS STANDARD PLANS. @ GRIND AC (2" MAX) AND OVERLAY 2" ARHM. @ INSTALL THERMOPLASTIC MEDIAN TREATMENT ON AC OVERLAY PER SPECIFICATIONS. @ ADJUST EXISTING WATER VALVE TO FINISH GRADE PER CONB STD-511-L. @ ADJUST SEWER MANHOLE TO FINISH GRADE @ ADJUST STORM DRAIN MANHOLE TO FINISH GRADE @ CONSTRUCT NEW ROUND LIDS ON CATCH BASIN @ ADJUST GAS VALVE TO FINISH GRADE (BY OTHERS) TO COORDINATE WITH GAS COMPANY 2 WEEKS PRIOR TO START @ ADJUST OCSD SEWER MANHOLE TO GRADE PER OCSD S.T.D. PLAN S-055. M------------------~ N /-, o. \•) R I':,. T L 2 25. 00' 87°28'00" 23.92' 38.17' 3 25. 00' 89° 49'19" 24.92' 39. 1 9' 4 7 85. 00' 16°54'51" 11 6. 72 231.74' No.® LENGTH BEARING 1 685.35' S24°21'36"E 5 348.42' S41 ° 1 6 '27"E '' '~ i11' 1-w----. --1-----+---w ---+-,,,~_,. ---W --+--trJ------W ---------W -----1-t-----+-W ---t-----+----M R=137' 4.00' RIGHT OF WAY -(!) r--- 1l:!. ----~ " 0 4 E -t---t+--1--1=--- 0:: u u co f--" "' f-- "' s:; I-"': + 0:: 0 "---w , o> <( • w I-N ..l.J l/l "'w -.---.. -- f--z w "' w (/) <t w __J LL <XJ • 0 ~ I-"': +o::o "' ---N o> <t • w f--O"l _J Vl "1 W 8 0:: u w u <XJ f-- " "' . -N f--. N o::-+ -LO ---0 o> <t . w f--(!) __J V) LOW 4 C& I B SW' w I 5' I I I LIMIT OF PAVING Exist o:: u HARDSCAPE co r--- u f-- LO cr, N (!) f-- (!) 0:: -+ -"' ---r---N > <t • w f--<XJ _J l/J LD W 4 f--z w "' w (/J <t w _J " LL O"l . N f--LD r----+ o::a LO ---~> <( .w f--0 _J l/l stW 8 0:: u w u LO f--. 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No. C7007 xp. 9-30-2 crvn., ' . 1 7 NO. -------------- P,, ·u , ------\ __ 1 7 10/30/18 ADDENDUM #2 08/30/19 AS-BUILT DATE DESCRIPTION OF REVISIONS B 4 AC OVERLAY SAWCUT l::::!::::!::::!::::I THERMOPLASTIC PAVEMENT ENHANCEMENT I /7\\/-✓VVVVVVVVVVVVVVVVVVVVVVVVVV',~ '---'--------<, ' APPROVAL RECOMMENDED: PATRICK ARCINIEGA RCE 70740 SENIOR CIVIL ENGINEER DESIGNED: DRAWN: JT PWB APPROVED CHECKED: DATE: AV 091018 f ~ ~ ~ '\j FULL DEPTH AC PVMT l \_A_A_A_A_A_A_A_A_A_A_A_A_A_A_A_A_A_A_A_A_A_A_A_A_A_A_AJj AS CORRECTIONS BY _____ _ CONTRACT NO. _____ _ DATE _________ _ SHEET C ,. 0 L .n Q. E Q. I") 0 -st' Ol '-Ol N '-.. 00 0 "' ,. ""O C Cl Q. :!.., Cl rn / f--_J ::::, rn I (fl <( / Ill ~ ., ., .c (fl >, Cl ,. ""O Cl 0 !?-Ill ~ ., ., .c (fl / 0 <( u / C -~ Ill ., 0 / ~ Ill ~ C ., E ., > 0 L Q. E ., -~ L 0 ., ""CJ ·.; >, Cl rn ~ -st-0 -I'- I a:: OF / -'-; 05 39 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PLAN BAYSIDE DRIVE FROM 19+50 TO 29+50 MA T C H L I N E - S T A 2 4 + 5 0 MA T C H L I N E - S T A 2 9 + 5 0 - S E E S H E E T 6 M A T C H L I N E - S T A 2 4 + 5 0 MA T C H L I N E - S T A 1 9 + 5 0 - S E E S H E E T 4 DISPOSITION NOTES: CONSTRUCTION NOTES: CURVE DATA LINE DATA LEGEND: BAYSIDE DRIVE BAYSIDE R-6088-S C-7224-1 HA R B O R I S L A N D RO A D PR O M O N T O R Y DR W E S T S E E B E L O W L E F T SE E A B O V E R I G H T 375-387 373 363 345-361 333-343 315-331 421 420 601 607 615 315-331 303-313 275-301 245-271 233-243 219-231 201-213 Promontory Point 621 627 633 639 645 651 657 661 701 707DRIVE MARK THOMAS AV 08/30/2019 C-7224-1 I I I I r --SD Vl I C&G SW Vl I I F PAVING 0 10 R/W 20 40 80 u (D ~r / Ne-' <( st r~ V) 0 I I V) u w (J) . <.!) r--- + r ;:;_J <( ~ r . VlN ,,,-----so------+-SD -+-----+----'----"CJ'- ~-E' u (D " r--- LO 0) +r N~ <( g r• Vl LO -.2 -o ft! ---s--i----,---s---~ t-----+---- -GS-+---------1· -@--/ 1 5 ~-~,--'="----GS ----GS-t--- --s CX) 22+00 5' u a:, 0 LO . U) <.!) + N N <( r </) Vl I u a:, <.!) <.!) (J) 0 ,:!:;r N c-' <to r": </l LO - - --_ --~~-t\o o- CONSTRUCTION LINr-\ 1 7 LO CX) . LO + I") Nz <t3 rW </) a:, ~ 0:: w _J "'u w V) 0 -'-co Z X <.!) WN _J u oo QJ '- w Z ' xr---w I") --- I I _J I :;'./U II "' ~ I ~z 1 1 X ex, I W- ---s-- 'c3 I I I _J Ou </) = ~ ~z X r--- W <T Ct'. w "' w </) C </) <.!) w "'-0:: X<( W> R/W -SD PROTECT-IN-PLACE (ITEM AS NOTED) REMOVE ( ITEM AS NOTED) CD CONSTRUCT PCC CURB & GUTTER TYPE A PER CONB STD-182-L. G)coNSTRUCT PCC CURB TYPE B MOD (10") PER CONB STD-182-L. 0 CONSTRUCT 4" PCC SIDEWALK PER CONB STD-180-L, STAINED TO MATCH EXISTING. ® CONSTRUCT CURB RAMP CASE "A" PER CAL TRANS STANDARD PLAN ABBA R .. ® CONSTRUCT CURB RAMP CASE "C" PER CAL TRANS STANDARD PLANS. @coNSTRUCT RESIDENTIAL DRIVEWAY TYPE I PER CONB STD-162-L. @ GRIND AC (2" MAX) AND OVERLAY 2" ARHM. @ INSTALL THERMOPLASTIC MEDIAN TREATMENT ON AC OVERLAY PER SPECIFICATIONS. @ADJUST EXISTING WATER VALVE TO FINISH GRADE. @ ADJUST SEWER MANHOLE TO FINISH GRADE. @ CONSTRUCT NEW ROUND LIDS ON CATCH BASIN. ll,<u-li,---s--~1----f----=::--=---_;-_~--=---=-:==-----i·=--.=1 @_j) RELOCATE FIRE HYDRANT PER NEWPORT BEACH STD-500-L. @ REMOVE WATER FOUNTAIN AND INSTALL ELKAY LK4420BF1LDBEZH20 OUTDOOR DRINKING FOUNTAIN WITH BOTTLE FILLING STATION AND PET FOUNTAIN, ~ I I V) I I n r I 8 LIMIT OF PAVING <.!) 0 u w LO " 0 co + " N <( r V) \ I I :0------ </) <( "' -st X w =t ! I 0) CX) st " + 0 Nz R/W 0:: u w r---r---. 0) l.['} I--lO I-+ 0:: + 0:: 0 O B C&G SW 4 co 0) str + Ct'. N ex, <.!) <( • r-v, st 27 u a:, <.!) . "' LO r + 0:: u w <.!) CX) <.!) + LO O 0 <CO <C •<( • <C • <CO . 0 r---r +o:: N 0 <( 0 r• V) I") CX) N . <.!) r---r + Ct'. N r--- cx, <( • rN </) LI) 25 NT"""No I No N I-W I-(j) I-N I-N I-z I I </)10:, </)61") V)I") Vl V)I") Vl1W VSEE ~--4---------,~-----4-__J II I I rC&G _S_D_::_::_::-~---=-==-~D ---1 _ SD ' , SD-----------,,.,,, ... ----------- ------ r--- <.!) CX) Or +o:: N N ex, r---<( • rLD </) SI' ~ : J -~c-+-.. ~ ,. I,. ·•> • ~-'•• -~:.....· ),._ . 4' .. . •. 4 0) r---. 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N ' ' o. \#) R f::,, T L 7 15.00' 85° 56 '1 o" 13.98' 22.50' 9 2.00' 165° 57'50" 16.25' 5. 79' 10 80. 64' 14°02'1 o" 9.93 1 9. 76' 11 800.00' 15°23'41" 108.13' 214.95' 1 2 4.00' 1 so· oo'oo" -12.57' 1 4 790.00' 2s0 12'55" 198.55' 389.04' N , \ 0 g \.!/ LENGTH BEARING 6 348.42' S41 °16'27"E 1 3 410.82' S56° 40'07"E RIGHT OF WAY AC OVERLAY SAWCUT l;;;;;;;;;;;;;;;;;;;I THERMOPLASTIC PAVEMENT ENHANCEMENT /~\ I -J \ /__,-~__,-~__,-~__,-~__,-~__,-~__,-~__,-~__,-~__,-~__,-~__,-~__,-~__,-,_\ i ~ ~7 FULL DEPTH AC PVMT i (---------------------------J AS BU!L I CORRECTIONS BY _____ _ CONTRACT NO. _____ _ DATE _________ _ C ,. e Ll Q. E Q. "' 0 -st' Ol '-Ol ~ 00 0 "' ,. "CJ C 0 Q. :!.., 0 i _J ::::, m I (fl 5-"' ~ ., ., ..c (fl >, 0 ,. "CJ 0 0 !?-Ill ~ ., ., ..c ~ 0 <( ;:!-- c -~ Ill ., ;3- ~ Ill ~ C ., E ~ e Q. E r---------------------------------,r-~"T"------r-----------------------,------,-:-:==".":""=====--T""----------------------------------1 -~ APPROVAL RECOMMENDED: ,s MARK ■■THOMAS 16795 VON KARMAN AVE., SUITE 240 IRVINE, CA 92606 (949) 477-9000 No. C7007 Xp. 9-30-2 crvn., 10/30/18 ADDENDUM #2 01/15/19 ADDENDUM #3 08/30/19 AS-BUILT PATRICK ARCINIEGA RCE 70740 SENIOR CIVIL ENGINEER ., "CJ -~ 0 m ~ l---+------11---------------------+----r.:D:-:E:::Sl:::GN:::E=D~: --..D:-:R:--:-A-::'.WN:-:-:---;----------------------""T-------; j::: JT PWB 1---------lri: ,._ __________________________________________________________ ...., ____________________________ _.__N_o_ • ..__D_A_T_E_..._D_Es_c_R_1P_TI_o_N_o_F_R_E_V1_s_1o_N_s ___________ .._AP_P_R_o_VE_D..._c_H_Ec_K_E_D, __ AV..._D_A_TE_:0_9..._10.._1_8.._ _____________________ ._s_HE_E_T ___ o_F __ _,~ 06 39 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PLAN BAYSIDE DRIVE FROM 29+50 TO 39+50 MA T C H L I N E - S T A 3 9 + 5 0 - S E E S H E E T 7 MA T C H L I N E - S T A 3 4 + 5 0 MA T C H L I N E - S T A 2 9 + 5 0 - S E E S H E E T 5 M A T C H L I N E - S T A 3 4 + 5 0 DISPOSITION NOTES: CONSTRUCTION NOTES: CURVE DATA LINE DATA BAYSIDE DRIVE BAYSIDE DRIVE LEGEND: R-6088-S C-7224-1 SE E B E L O W L E F T S E E A B O V E R I G H T PR O M O N T O R Y DR I V E EA S T 173-185 155-171 155-171 129-141 129-141 141 115 900 115 715 707 721 727 919 MARK THOMAS AV 08/30/2019 C-7224-1 C/) ✓ " (.J c:, 4 () "' 0 -' "' "' >.;-, "' <n ,., • - (3 I 0 (/'. 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I-. r0 V1 I") lf) LO 4' SHEET 11 u [D co " N 0 f--ct _J I')' <( 0 f--~ Vl LO - B W 4 4' ----- C&G lJ:l..K----I I \ • _ ::,-i':i'·"oo -· -· • -s--------------'N ----- -----------------_____________.-• ------so-- -• -· ------"'~~---~:::::--::::-=----· ,...,...,.-----· ;.·-.:;_~ -::. • • -· . -:-___ ------------------C&G R /W . r0 ">-+ ct: LO "' sr LO <( • >-sr V) LO 4 " co w . r0 LO r-+ o:: LO r0 LO r--<( • >-sr Vl LO PROP R/W R=99' SD r0 co + LO r0 <( r-u 1/) [D 1 7 -·--· • 0 _J V1 u . 0 • ' sr vi N X ex, w r0 EX R/ SEE DETAIL A ON SHEET 11 0 JV) <XJ . N 0 + U) r0 <( r-U VlW 1 7 \- 0 . a:, LO + '-" r0 N . 0 r--f--+ o:: '-" r0 N N <( <( • 1-U 1-UJ V1 []) V') Li) 1 7 .•I -'!. .. ·-. ~oh -• ... " - -GS ------t-o --GS " r0 -(J) ~s ~sZ;~~~INE --s -N r0 r 5' L N sr w~ r-: 0 r-- 0:, r-r--+ 0:: + <.O <.O r0 -r0 N <( • <( STAIRS >-"' >-u (/) U1 (./) w 1 7 .. CONCRETE B BOLLARDS (6 TOTAL) 18 I I u uJ u uJ u uJ ~ ~ ;:_ rn Cf! N o N r--CO r--+ \-+ +1-N...JN N 0:::: r'1 I "" 0 0 4'. 0 -4: 0 l-• I-• l/) \.["l l/l "' - SEE DETAIL ON SHEET 11 I _JJ.-+lf-4-- B W 4 ----cs I fTC~- ---iEX R/W PROP ESMT ----3.5' _.l . .:,_: - u O'.l "' co 0 co + rn "' u O'.l 0 rn • co co co co +1-+i-l"i ...J n o:::: "' "' 0 0 <CO <iC! >-c :;J.:; q-q-l/l --s---· --S ---G~ --S ---GS--- -------17 ___I u l) 0 ., ------z_ uJ >< Q) w rn -' OU V) 0 C '-1.() -z_ ~ ,<.N u.l q- I 0:: -' uJ u 3" L/J 0 f ~ -- 0 -<t s ~--G I "--_'{2, --GS 3 -+---.oo sr -------s -I.[) r--------SD /1 •• /~ =::+"t-\--,-"-t,_-- 4' I •. B W 4 B W 4 r-- 0 B W 4 r-- 0 A C&G "SW _J u " O'> '-" (X) V) 4'. (.'.) - -S--+----1 w C SHEET 11 l-il--+'---~~-C&G[[j +----n 1 SW J I 8 <.O " _J u.. 4 1 0:: u CD u f-- u w co O'> . N r--+ (X) r0 <( =7:-----t;; -- 0 10 20 40 /CONSTRUCTION LINE r \ --- 0 '-" . O'> (X) >-+ 0:: r---"' -N <( • r-<.O Vl LO 4 0 W ~ SW 0 0 >-+ ct: a:, "" r--SW <( ~ r-<.O Vl LO co <.O . r0 w - + >-a:, _J r0 " <( 0 r-• V)" u u (L 11.84'- ---------- 0 B W '": 4 -<( • r-N 1/) LO 3 'D c:i m R/W Nv + • (J) "' r0 LO . <( \ >-S B \V} •. \, 4 ' 0:, (\J • ·-a::-·, . ·.._z:: l I ~--·· • N -LO G PROTECT-IN-PLACE (ITEM AS NOTED) ~ REMOVE (ITEM AS NOTED) 0 CONSTRUCT PCC CURB & GUTTER TYPE A PER CONB STD-182-L. 0 CONSTRUCT PCC CURB TYPE B MOD (1 O") PER CONB STD-182-L. 0 CONSTRUCT 4" PCC SIDEWALK PER CONB STD-180-L, STAINED TO MATCH EXISTING. 0 CONSTRUCT CURB RAMP CASE "B" PER CONB STD-181-L-A. 0) CONSTRUCT CURB RAMP CASE "B" PER CAL TRANS STANDARD PLANS. 0 CONSTRUCT CURB RAMP CASE "C" PER CAL TRANS STANDARD PLANS. @ CONSTRUCT RETAINING WALL PER DETAILS ON SHEET 20. @ GRIND AC (2" MAX) AND OVERLAY 2" ARHM. @ INSTALL THERMOPLASTIC MEDIAN TREATMENT ON AC OVERLAY PER SPECIFICATIONS. @ REPLACE BOLLARDS WITH SQUARE, WASAU TILE, MODEL No. TF6004W22 OR APPROVED EQUAL. @ADJUST EXISTING WATER VALVE TO FINISH GRADE @ ADJUST SEWER MANHOLE TO FINISH GRADE @ ADJUST FIRE HYDRANT PER NEWPORT BEACH STD-500-L 27 INSTALL 4'X6' NEW TREE WELL Lf::;: 30 ADJUST OCSD SEWER MANHOLE TO GRADE PER OCSD S.T.D. PLAN S-055. @ REMOVE IN-GROUND SIGN. SALVAGE ELECTRICAL SUPPLY LINE FOR FUTURE CONNCETION BY OTHERS. @ INSTALL 12"x12" YARD CATCH BASIN WITH ATRIUM GRATE PER NDS MANUFACTURER OR APPROVED EQUAL CONNECTED TO A 4" PVC DRAIN THROUGH CURB PER CONB STD-184-L . RIGHT OF WAY AC OVERLAY SAWCUT THERMOPLASTIC PAVEMENT ENHANCEMENT No. (o) R I':,. T L 1 2 4.00' 1 80° 00'00" -12.57' 1 4 790.00' 28° 12'56" 198.55' 389.04' BO 1 5 784 .oo' 05°05'43" 34. 88' 69.81' 1 6 805.64' 05°43'18" 40.26' 80.45' 1 8 810.00' 18° 14'52" 130.09' 257 .97' 1 9 802 .00' 18°14'12" 128.72' 255.27' 20 806.00' 34 D 59 '05" 254.01' 492.14' 21 25.00' 87° 1412911 23.83' 38.07' 22 25.00' 65°22'22" 1 6. 04' 28.52' 23 2.00' 166°41 '14" 17.14' 5.82' 24 1 50.85 13°18'46" 17.61' 35.05' No. (•C LENGTH BEARING 1 7 100.52' S84 ° 53'03"E 25 137.38' S49° 53'58"E AS BUil T CORRECTIONS BY _____ _ CONTRACT NO. _____ _ DATE __________ _ Ol '-Ol ~ 00 0 "' 3: ""O I: Cl (L :!.., Cl i _J ::::, rn I (fl 5-"' ~ ., ., ..<:: (fl >, Cl 3: ""O Cl 0 !?-Ill ~ ., ., ..<:: ~ 0 <( ;!,- I: -~ Ill ., ;3- ~ Ill ~ I: ., E ~ e C. E \ r---------------------------------,r-~"T"------r-----------------------,------,-:-:==-:-:-=====--T""----------------------------------1 -~ APPROVAL RECOMMENDED: ~ MARK ■■THOMAS 16795 VON KARMAN AVE., SUITE 240 IRVINE, CA 92606 (949) 477-9000 No. C7007 Xp. 9-30-2 crvn., 10/30/18 ADDENDUM #2 PATRICK ARCINIEGA RCE 70740 SENIOR CIVIL ENGINEER 0 ., ""CJ -~ Cl CD ~ -st-0 l---+-------11----------------------+----r.:D:-:E:::Sl:::GN:::E=D~: --..D:-:R:--:-A-::'.WN:-:-:---;----------------------"""T-------; j::: JT PWB 1---------lri: NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DATE: SHEET OF / ,._ ______________________________________________________________ ...._ _____________________________ _._ _ _. ____ ...._ ____________________ ...._ ___ ..._ ______ A_V ..... __ 0_9 ...... 1_.0_1_8.._ ______________________ ..._ _______ _,-'-; 07 39 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PLAN BAYSIDE DRIVE FROM 39+50 TO 49+50 MA T C H L I N E - S T A 4 9 + 5 0 - S E E S H E E T 8 MA T C H L I N E - S T A 4 4 + 5 0 MA T C H L I N E - S T A 3 9 + 5 0 - S E E S H E E T 6 M A T C H L I N E - S T A 4 4 + 5 0 DISPOSITION NOTES: CONSTRUCTION NOTES: CURVE DATA LINE DATA BAYSIDE DRIVE BAYSIDE DRIVE LEGEND: R-6088-S C-7224-1 S E E B E L O W L E F T SE E A B O V E R I G H T 1000-1080 1000-1080 1000-1080 1000-1080 1000-1080 1090 10901000-1080 1099 1099 1099 1099 1099 1099 1099 1099 MARK THOMAS AV 08/30/2019 C-7224-1 -c.., ------ --cs ------3 ------w ----- <.O ,,., '-' "' "' ,,., 0 --cs C&G SW ------------------ -----=-=-------~~- -----------~ -~ ~ s-~---:::: s;r II l"1 0:: m • fV) <( co I---II VJ 3: 0 co . L() <.O + SEE DETAIL 4 ON SHEET 11 --GS------ 26 0:: w f-<t 3: l/l w w -0:: X <( w -\Y --Gs-- --- I N r0 20 40 ---~'\'I :1----w----~ '. 41-"Fe-g_ - ----- 1 --s----------CONSTRUCTION LINE 42+00 _-S --s ------------ ----------URVEY LINE C.O ,_ M ------4 + 0:: • --- 0) -to -- --so __ ------S------- fil~ -N CX) .,,,,,,,. l/l _J <( u '-" 0 '-sr z -X 00 w BO _J u u 0 w '-_J z w -lD X l"1 w w 0:: w ;,c w 1/l ~ LI) r'1 ~ 0:: X <( w > 0:: w f- <( 3: V) ST W N- R/W C&G SW ,,., --,:, _ B RE-e----____ _ R/W °' + ,_ - --<(~ 0~ - -.....__ 4' I - 1--n_; "'1'"._ --- (/) IV) <( 0 ,_o V) .,: I 1 (J) lD r-+ _, u w N ST N CX) + ST ST ST vz -<( <t '-" f-f-w l/l l/l m A C&G SW 26 -- 9 r® -' i ___ _ 45+00 . ST ST + lD " <( D f-z l/l w I ,~ +--, __ _:CXl -]-!--'~"-"'=" ' I ., ' V) I I -_-s ---===- \ CONSTRUCTION LINE ----46+0 0 t ===-.:c=.. ~<:-==---..---s 47-ro:o=--=--s ------;. &1 (30; MANHOL~;~~~-s--~ ~ ::i 1 ~suRvEY LINE_______ ~c&G,'11 ABANDONED 48+0-0-- X CO w f'") SEE DETAIL 7 ON SHEET 12 f'") N . ~ f- +"' 00 ST - <( "' f--l/l r'1 f'") N . w _J (D <t u 0:: w z 0:: <( ,= 1-------- -T----------T-+'------- -T-=::7 1 5 l> 8> tlf -__ f---1_ -49+00 1 5 N \ ----.. ' I / i DRW I I . , . _ _ _ _ , I • v E I : ~ • • c'i ; :;"\:) •" 0 ~ :. : l ~ i' • } : / : E{ , • -• E • • I • --• • --◄ .-' C r S ~ I --8' ./ _;j •, ,' IJ..., "-•E,., • • ~\ • E~,.c·c,,· --- Jt .. 1 9 \ lJ-;7 C&G 7-.'.'.J SW r-..;>j j \.j I (j'l 0) 20 7 w _J m <( u 0:: w z 0 PROTECT-IN-PLACE (ITEM [}] REMOVE ( ITEM AS NOTED) AS NOTED) PCC CURB & GUTTER TYPE A PER CONB STD-182-L. PCC CURB TYPE B MOD (10") PER CONB STD-182-L. 0 CONSTRUCT 0 CONSTRUCT 0 CONSTRUCT 4" PCC SIDEWALK PER CONB STD-180-L, STAINED TO MATCH EXISTING. ® CONSTRUCT COMMERCIAL DRIVEWAY TYPE II PER CONB STD-161-L. (RADIUS AS NOTED) @ CONSTRUCT PCC CROSS GUTTER PER STC-185-L @ GRIND AC (2" MAX) AND OVERLAY 2" ARHM. @ INSTALL THERMOPLASTIC MEDIAN TREATMENT ON AC OVERLAY PER SPECIFICATIONS. @ ADJUST EXISTING WATER VALVE TO FINISH GRADE 20 ADJUST SEWER MANHOLE TO FINISH GRADE @ADJUST OCSD SEWER MANHOLE TO GRADE PER OCSD S.T.D. PLAN S-055. fil N '.\ 0. <.!; R I::,. T L 1 2 4 .oo' 180°00'00" -1 2. 57' 26 775.00' 34 ° 53'58" 243.61' 472.06' N . \ 0 a <# / LENGTH BEARING 25 137.38' S49° 53'58"E 27 759.07' S84°47'56"E 40 BO RIGHT OF WAY AC OVERLAY SAWCUT THERMOPLASTIC PAVEMENT ENHANCEMENT Ol '-Ol ~ 00 0 "' 3: " I: 0 a. :!., 0 i _J ::::, rn I V) 5- 1/l ~ ., ., .c (/J >, 0 3: " 0 0 ,4_ ,,1,' ! -::--J -;;, I (J) I N (J) ~ ' ~ I~ _,, ~;~ '"--~ I O m 6 T-<01-------1-----T-"'+----~---_ { T-+-----aaw'1---+--T~--------T---------T--;----"-'1------~-/ '--=-,, -"° ~ ": ~ f SH IF TED-/ _J ';)i _J _J ---I + '1/ i n--T--~---'i"'!--------T-+--1 --------T----------T---------",_"1 --T----ci+,t----- -T--,;,~<1--- ~ ,___ ~,___ "°,___ ST,___ ( EXIST 1 1/l u >= u u ~z -sr,-ST I • ST ST ~ rr ~"' ! "' ~ rr ', TREE WELL i ~ o w O u o I « co <C ~ <Co ~+ ~ i'.'.: u <C !?-Ill ~ ., ., .c "<;J'" N "<;J'" N "<;J"" ..---'<;J'" l() \ DUE TO WV j '-~ '-W '-I-W I-II I-z I OO l/J Cl) t,; ~ <( '<;J'" <( I"-<:( I'-<( l() '-'-~-"'--~-"....,,..-"~\../_j l"1 Vl ~ l/) ci l/) I l/) a:i (/) 3:: l/) w "-I'" ,q-1 7 1 7 ~ 0 <( i-LO I-N I-N I-N /1 \ X O X N X 00 ("°1 9 1 I <( ST l/H0 Vl l"'1 l/) r<) l/H0 ~-~' W ,;;f'" W "-f W rv) I-N Vl r'1 ;!,- I: ~ f-_J <( u _J 0 w '-f-l/l -X 00 w U) 4 AS BUil T CORRECTIONS BY ____ _ DETAIL 6 ON SHEET 12 CONTRACT NO. _____ _ DATE _________ _ -~ Ill ., ;3- ~ Ill ~ I: ., E ~ e C. E r-------------------""-""'_'c=_ "'"-----,""7,\,-::-:::-:::-1==:-::'.'"-=--------------,---,-;;;;,;;;;;:::-::--;:;,;::::-:::;;,:::=---.-----==============--------...J.~ MAR K -10/30/18 ADDENDUM #2 APPROVAL RECOMMENDED: 0 <l>~o 11 08/30/19 AS-BUILT _:g ■ ■ THOMAS .. -~ PATRICK ARCINIEGA RCE 70740 di 16795 VON KARMAN AVE., SUITE 240 IRVINE, CA 92606 (949) 477-9000 No. C7007 Xp. 9-30-2 crvn., t---+------1--------------------1----J SENIOR CIVIL ENGINEER ~ -st- i---t----+------------------+----t;;;:;:;-;;;:;-;:;;:---r;:;;:;-;;;::;----+---------------------r--------lS' DESIGNED: DRAWN: "- JT PWB 1---------lri: ,._ __________________________________________________________ ....JL ___________________________ _L_::N:::0:..-.1.._:D:_A:.'.T~E-.l.::D'.:E::sc:::R:IP~TI:::o:N_:O::F_:RE~Vl::S::.:10:N::_s ___________ .L'.:A'.'.'.PP~R~O~VE~D1.:C~H=EC:K:E:D:~fiAVd:D~A~TE::02i9~10QL11J!.8L _____________________ 1...:s~H~EE~T--~O~F--j~ 08 39 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PLAN AND MARINE AVENUE FROM STA. 49+50 TO STA. 53+79.42 MATCH LINE - STA 11 + 5 0 - S E E S H E E T 1 0 MA T C H L I N E - S T A 4 9 + 5 0 - S E E S H E E T 7 MAT C H L I N E - S T A 1 7 + 5 0 - S E E S H E E T 9 MA R I N E A V E N U E J A M B O R E E R O A D CURVE DATA BAYSIDE DRIVE, JAMBOREE ROAD DISPOSITION NOTES: CONSTRUCTION NOTES: LINE DATA BAYSIDE DRIVE LEGEND: R-6088-S C-7224-1 1090 1099 1099 1111 1111 1107 1101 1027 MARK THOMAS AV 08/30/2019 C-7224-1 17 sr 0:: w __J L{) w __J u . s: (I] OJ <.O w <( uo VJ u ©'-. + -z m VJ 0:: w sr "' l'"l ww X ,._ -z <( 0 0:: 0:: w I") f-z X <( <( VJ w w > s: __J u w (2 "' -z f- X m w I") ;--; ~/W K I - C&G SW 0:: u w L{) OJ R/W u f- 8 __J W LL L{) . ,._ OJ~m w~-+ __JOJ o.- "'"' _> <( .w f-e-__J VJ r,iw I I ' ~ C&G/ SW fa ~ 'f' I I I C&GI SW I I l 1---1 --t--f fCN~--1---w -----/----~ - --,._ N l'"l OJ ' -L{) sr "' ., L{) "' "' + f--0:: sr "' <( sr f-N VJ "1 I I -m ,._ . 0 w __J CD <( u 0:: w z 0:: <( s: w "' -f- X w 0:: __J __lW u V) Ur-<( <( 0 C) ~ '-V) I") """' --N X ox sr w srw SEE DETAIL 8 ON SHEET 12-~ -1--s~ - 5iJ--JJ)'O--~ ~ - -------------------s --------------- 4 0:: w f-__J <( s: u 0 co '-s: -f--o/J L{) X "' f-__J "' w "' __J u <( u . sr "' f- 0 __J 0 + 0:: '-w '-o_ V) f--V) L{) sr -sr ,._ X OJ <( " WW f-N V) l'"l -, "v...._ ' ) /\ ' /~\ / V \ ~ 0:: u co m L{) u f- 0:: u w N m . ,._ L{) + 0 u f- l") L{) 4 R/W VARIES 38' 0 + 32 ~ARJES \ 32' ~ "'" \~ I \ S ~ ' -z rn 22 , , , i , I I I C&G SW I I f f I I I / I I 0 N o:i f- l() 1/) +-r,-,X l() w <,:< 1---1/) S; 0 10 20 u w 1/) N <( "" C) 1/) 0) co w r-. -+ )( 0:: M <( L{) w :,,. <( 1-- 1/) .... , --------------- LIMJTS OF PAVIN W-- -------------- --T--------+--T--+-------+--T--------- 0:: u co L{) I") . "' "' + 0 u f-,._ "' <( f-U) f-0:: l.11, = -sr ,...... L.()> ~ .w <( L{) __J ~ .---w sr OJ "' sr + 0 __J LL 0 <( f-~ f-°'<.0 l/l = ~> 0:: -w <( ffi__J ~..---w 6 a:: u w sr u f- 0 "' . ,._ N • a:, f-,._ + a::- N --L{) <.D w> <( ,W f-Q__J VJ l<IW 4 N "' • f-,._ l/l "' -+x l'"l w L{) z <( -f-0 l/l ---:, 40 - -- AS 80 --- 0 PROTECT-IN-PLACE (ITEM AS NOTED) ~ REMOVE (ITEM AS NOTED) CD CONSTRUCT PCC CURB & GUTTER TYPE A PER CONB STD-182-L. 0 CONSTRUCT 4" PCC SIDEWALK PER CONB STD-180-L, STAINED TO MATCH EXISTING. ® CONSTRUCT CURB RAMP CASE "B" PER CONB STD-181-L-A. ® CONSTRUCT CURB RAMP CASE "A" PER CAL TRANS STANDARD PLANS. 0 CONSTRUCT CURB RAMP CASE "B" PER CAL TRANS STANDARD PLANS. © CONSTRUCT CURB RAMP CASE "c" PER CAL TRANS STANDARD PLANS . @ CONSTRUCT BLOCK WALL PER DETAILS ON SHEET 21. @ GRIND AC (2" MAX) AND OVERLAY 2" ARHM. @ INSTALL THERMOPLASTIC MEDIAN TREATMENT ON AC OVERLAY PER SPECIFICATIONS. @ ADJUST EXISTING WATER VALVE TO FINISH GRADE @ ADJUST SEWER MANHOLE TO FINISH GRADE 30 ADJUST OCSD SEWER MANHOLE TO GRADE PER OCSD S. T.D. PLAN S-055. ffi -- N ~· o. \#) R t:,. T L 28 35.00' 60° 43'18" 20.50' 3 7. 09' 29 40.00' 74°48'51" 30.59' 52.22' 30 26.93' 95°3310311 29.67' 44. 90' 31 800.00' 9°52 1 44 11 69. 14' 137.93' No.(#) LENGTH BEARING 27 759.07' S84°47'56"E 32 784.94' S00° 46'38"E 33 261 .89' S45°09'14"E RIGHT OF WAY AC OVERLAY SAWCUT BUil T ~!ill!ill!ill!ffi rHERMOPLASTIC PAVEMENT ENHANCEMENT CORRECTIONS BY ____ _ ./~\\(·--vv--vv--vv--vv--vv--vv--vv--vv--vv--vv--vv--vv--vv--v·~\ i ~~~~ FULL DEPTH AC PVMT 1 CONTRACT NO. _____ _ i , '-~--~--~--~--~--~--~--~--~--~--~--~--~--~/ DATE _________ _ Ol '-Ol ~ 00 0 "' 3: -0 I: 0 a_ :!.., 0 i __J ::::, rn I VJ 5-"' ~ ., ., ..<:: (/J >, 0 3: -0 0 0 !?-Ill ~ ., ., ..<:: ~ 0 <( ;!-- I:: -~ Ill ., ;3- ~ Ill ~ I: ., E ~ e C. E r---------------------------------,r-~"T"------r---------------------...,.-----,-:-:==".":""=====--T""----------------------------------1 -~ APPROVAL RECOMMENDED: ,s MARK <I,~ THOMAS ■ ■ .. 16795 VON KARMAN AVE., SUITE 240 No. C7007 IRVINE, CA 92606 (949) 477-9000 Xp. 9-30-2 crvn., 10/30/18 I,\ ~ Jl/lc/1°: /\ /3\ :;,,~/:';,C:/1 :-; ADDENDUM #2 /\U~L\UL.\I +l=j t.S-FL,I -PATRICK ARCINIEGA RCE 70740 SENIOR CIVIL ENGINEER ., ""CJ -~ 0 co ~ "SI" 0 l----+--------11------------------------+------r.:D:-:E:::Sl:::GN:::E=D~: --..D:-:R:--:-A-::'.WN:-:-:---;----------------------"""T-------; j::: JT PWB 1----------1 ri: NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DA TE: SHEET OF ./ ._ ______________________________________________________________ .._ _____________________________ _._ _ _. ____ ...., ____________________ ...._ ___ ..._ ___ ....,A_V.._ __ 0_9 __ 1_.0_1_8.._ ______________________ ..._ _______ _,-'; 09 39 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PLAN JAMBOREE ROAD FROM 10+00 TO 17+50 M A T C H L I N E - S T A 1 7 + 5 0 - S E E S H E E T 8 MA T C H L I N E - S T A 1 3 + 5 0 MA T C H L I N E - S T A 1 3 + 5 0 CURVE DATA DISPOSITION NOTES: CONSTRUCTION NOTES: LINE DATA JAMBOREE R O A D JAMBOREE ROAD PA C I F I C C O A S T H w y LEGEND: R-6088-S C-7224-1 S E E B E L O W L E F T SE E A B O V E R I G H T 1027 1019 1015 1009 1001 1007 1023 MARK THOMAS AV 08/30/2019 C-7224-1 ' ' ' ' ' ' ' ' ' ' ' ',, ~S_T_A_1'~0+_0_0_P_O'--'B'---=~ ',N=21 70!'\24. 8441 1',=60621 1(,4. 7777 ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' \ ' ' ' ' ' ' ' ' ' ' ' \ I ' ' \ I ' ' \ I \ I \ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I r---.J LIMIT OF PAVING - I 10 - ,.__ co r-- + 0 S( f- C/) 20 /' 40 BO ---.k: b~ ~ J ,, ~~~ ~,::,,~~7,::~==~c, --. u Q] <!) sr- lf) sr- + N ;: (/) W --i----i f-co f- <( _J w f- X w 0:: w _J f-_J u u <Cu 0 ~ oo 0 ' '-w 00 ✓"'-WW -'I" "' / X -X ()J "' w sr w N ] 1 1 ;0~ ---..:_!I -~-----_ --~ I!! _ N N sr-"' ------w---------w--'-- - I I , I I I & I ~~:s;:~:¥1-:=·=-7:-cs ;--=--~ I 12+00 - . ' N N "1 " I w _J en <( u 0:: w z 0:: <( _J ~u wo ::;; '-;::: ~ ' XO w sr -T--------T--+---- 40 C&G SW w -------- BO ------ _J u ---w-__ f---,~J . . ------------~4 ----+-__ -------------------7-::: ---1--_oo 00 N "' "' 15+oo --ON sr "' f-0:: co w f-_J _J f-_J <( u u <(u ~ _J '-(/] (2 '-w w <( w 00 w f-"' -X 0) X XN w "' w re, WN ---w-------'---w--- ' - I - \_"JAM" CONSTRUCTION LINE - B RETAINING WALL 1 4 --------------------~----- V ---r--- -1---- 16+00 MARK ■ ■ THOMAS 16795 VON KARMAN AVE., SUITE 240 IRVINE, CA 92606 (949) 477-9000 13+00 _J _J u (/] u <( oo "' 0 " '-'--~ ~ w 00 -. X 0) X I'- w "' w "' -----------" 'ti -----------\ ------------------ ------, .1 ~00-\ w __J (I] <( u 0:: w z 0:: __J <( __J (/] u ~ u <( "' 0 w 0 '-"' '-~ -~ 00 f--X I'-X 0 w "' w sr <I,~ 11 .. No. C7007 Xp. 9-30-2 crvn., \-\ \ \ ;\ /1\ --- NO. ::;; w f- (/] >-Vl f-:r: "' __J f-__J WU Wo 0:: '-f-~ V1 -X 0) w "' \ O.J/3C/1:_? DATE R/W ,l-5-6,[_ - DESCRIPTION OF REVISIONS APPROVAL RECOMMENDED: PATIRICK ARCINIEGA RCE 70740 SENIOR CIVIL ENGINEER DESIGNED: DRAWN: JT PWB APPROVED CHECKED: DATE: AV 091018 G PROTECT-IN-PLACE (ITEM AS NOTED) ~ REMOVE ( ITEM AS NOTED) e CONSTRUCT BLOCK WALL PER DETAILS ON SHEET @ GRIND AC (2" MAX) AND OVERLAY 2" ARHM. 21. @ ADJUST EXISTING WATER VALVE TO FINISH GRADE No.(,;;> R !:,. T L 34 417.00' 57° 34 '08" 229.1 O' 418.99' No.(•) LENGTH BEARING 33 261 .89' S45°09'14"E 35 245.48' S12°24'54"W RIGHT OF WAY AC OVERLAY SAWCUT AS BUil T CORRECTIONS BY _____ _ CONTRACT NO. _____ _ DATE _________ _ SHEET C ,. 0 L Ll Q_ E Q_ .,., 0 "" Ol '-Ol N "-00 0 "' ,. --c, C Cl a_ :!.., Cl rn / f-_J ::::, rn I (fl <( / Ill ~ ., ., __c (fl >, Cl ,. --c, Cl 0 !?-Ill ~ ., ., __c (fl / 0 <( u / C -~ Ill ., 0 / ~ Ill ~ C ., E ., > 0 L Q_ E ., -~ L 0 ., --c, ·.; >, Cl rn ~ "SI-0 -,.._ I 0:: OF / -'j 10 39 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PLAN MARINE AVENUE FROM 11+50 TO 17+72.89 MA T C H L I N E - S T A 1 1 + 5 0 - S E E S H E E T 8 LINE DATA DISPOSITION NOTES: CONSTRUCTION NOTES: MARINE AVENUE LEGEND: R-6088-S C-7224-1 NO R T H B A Y F R O N T MARK THOMAS AV 08/30/2019 C-7224-1 NOTE: CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHILE PERFORMING THE AC MILLING OPERATION OF THE BRIDGE TO AVOID ANY DAMAGE TO THE BRIDGE DECK. -----+--W-+--------W --- --- ~ --- -- ---- /.-"-I w ' ----f----J:-----t'----------' 1/) w 0-: <( > 12+00 -\'.@ 1/) w > \_R/W w __J a:, <( u 0-: w z 0-: <( "' w ::. -r- x w \ \ 7 y \ \ \ A C&G SW G PROTECT-IN-PLACE (ITEM AS NOTED) ~ REMOVE (ITEM AS NOTED) @ GRIND AC (2" MAX) AND OVERLAY 2" ARHM. @ADJUST EXISTING WATER VALVE TO FINISH GRADE. i' - SD w D 0 \ w _\ I I F \ -.Q__ ---0 - \ T T - / w w 15)-/ ' --'/ ---GS ---GS ,I -E E -T -T r® " I w w I ' --j - 14-1-Qn-GS ~- '' MAR'-'eON S-rRO~ T-I-0N-lc-lN C: E - ht 4 MARK ■■THOMAS 16795 VON KARMAN AVE., SUITE 240 IRVINE, CA 92606 (949) 477-9000 E -T w -I ' ---GS 1-5±00 E No. C70076 EXp. 9-30-20 <l';, CM\, --@,_" ;@OF Cl,l,l'i_o' - . T. w -' ---GS E NO. DATE T ~ -w .'- -----G::2 0 N '"' cr, 0-: w CX) w __J . r-_J a:, N <( u <( w r--3: u D + 0 0 r-- ' 0-: --N w w 0-: -z a:, <( 0-: r-X -<( _J w 1/) 1/) w -3: u r-r-<( -0-: w 0 "' "' <( "' ' --::. -w X __J r-0 " 0-: "' X -(L u w N (L w A STAIRS <( 0 • I ~ I ---------W---------W---------W--+-----w w - E -------:.:. ----------~ ------'t-1,_ __ ------GS---------GS ---Gs--'---- .1 6±00 _ 1 7+olo • E F E \ - \ C&G ~ SW __J 1/) u <( Do ' CX) 3: - I- ' ' -----GS ' ---GS LIMITS E B ► A STAIRS X l<l w- Z ~~~ ---i@)W-~<-~7 0 10 APPROVAL RECOMMENDED: PATRICK ARCINIEGA RCE 70740 SENIOR CIVIL ENGINEER DESIGNED: DRAWN: JT PWB 20 40 BO No.® LENGTH BEARING 32 784.94' S00°46'38"W RIGHT OF WAY I I AC OVERLAY ~--~ SAWCUT AS BU!L T CORRECTIONS BY _____ _ CONTRACT NO. _____ _ DATE __________ _ DESCRIPTION OF REVISIONS APPRO\/IED CHECKED: DA TE: AV 09/10/18 OF PAVING C ,. 0 L Ll a. E a. .,., 0 -st' Ol '-Ol N -----00 0 "' ,. "O C Cl (L :!.., Cl rn / r-__J ::::, rn I (fl <( / Ill ~ ., ., .c (fl >, Cl ,. "O Cl 0 !?-Ill ~ ., ., .c (fl / 0 <( u / C -~ Ill ., 0 / ~ Ill ~ C ., E ., > 0 L a. E ., -~ L 0 ., "O ·.; >, Cl rn ~ -st-0 -I'- I a:: SHEET OF / -'j SCALE: 1" = 5' BAYSIDE DR. CURB RAMP DETAIL 3 SCALE: 1" = 10' BAYSIDE DR. CROSS GUTTER/DRIVEWAY DETAIL 4 SCALE: 1" = 10' 2 SCALE: 1" = 10' BAYSIDE DR. CROSS GUTTER DETAIL 1 BAYSIDE DR. BAYSIDE DR. 900 BAYSIDE DR. BAYSIDE DR. 11 39 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT CONSTRUCTION DETAILS BAYSIDE DRIVE CURVE DATA R-6088-S C-7224-1 DISPOSITION NOTES: BAYSIDE DR. PEDESTRIAN CROSSWALK/BUS STOP CURB RAMP DETAIL NOT TO SCALE MANHOLE IN MEDIAN DETAIL A NOT TO SCALE PROPOSED NEW DRAIN DETAIL B NOT TO SCALE MODIFY EXISTING DRAINAGE INLET DETAIL C NOT TO SCALE SECTION A-A NOT TO SCALE STORM DRAIN AT RW1 DETAIL E MARK THOMAS AV 08/30/2019 C-7224-1 1 , PROPOSED MEDIAN CURB STA 21+18.52 38. 79' Rt STA 20+69. 77 ECR 32.00' Rt 10.59 TC 1 0.09 FL JOIN STA 21 +53.16 BC 32.00' Rt 10.82 TC 10.32 FL STA 21 +58.66 EC 33.65' Rt 10.86 TC R=1' R=1' PROPOSED NEW WET BARREL FIRE HYDRANT PER STD-500-L 1 0.36 FL EXIST SD PIPE ~ 4' I I I t I JOIN EXIST INVERT I I I 10.57 TC 10.07 FL "'-~v 0"a Cl" 0) ' Oj" Cl @ EXISTING MANHOLE . I 10.60 TC 10.10 FL STA 20+44.98 BCR 57.54' Rt 11.01 TC 10.51 FL SAWCUT AND r----c<'---~LpRQPOSED CURB INLET TYPE OS c_-----,--~--_J AND LOCAL DEPRESSION PER CONB @ SAWCUT AND JOIN STA 31+71.09 32.02' Rt 12.71 TC 12.21 FL STA 31+98.89 32.06' Lt 12.66TC 12.16 FL STD 306-L, AND STD 304-L REMOVE CONFLICTING PORTION OF EXISTING INLET AND SD PIPE 13.30 12.85 Iii STA 31+88.89 32.06' Lt 12.14 FS TC FS ~ 4' SAWCUT AND JOIN 0 AND0JOIN 7' 1 3. 30 TC 1 2. 85 FS A lff AND JOIN .4 STA 32+05.69 32.08' Rt 12.63 TC 12.13 FL STA 32+00.01 32.08' Lt 12.14 FS SAWCUT AND JOIN END 31 . 7 8' Rt 11.61 FL ( 12.1.JiJC-l- (11.61 FL) JOIN EXISTING SAWCUT AND JOIN BEGIN 37.05' Rt (12.01 TC) (11.61 FL) JOIN EXISTJ.f)LG __..-- CURB & GUTTER / / D. / / I SAWCUT ~D JOIN D. <1 ~. 3 - 1, r -' ,, X ,) > PERMANENT SIDEWALK EASEMENT ◄ IA 3.5' \7 r, ['. ,::,-;\ \> --x==~-.:..~~~::--.i:....::..---'...::1 ._' _______ ...2__~1,:·':___ ___ ~.,;;;>~..I:-=..:~~..:::-=~:---:'.:~"=·'=1r~=~~=~~="==~-r ., -ADJUST TO GRADE TREE WELL STA 20+77.24 ECR 51 .29' Rt (11 .21 FS) / B FIRE HYDRANT [ STA 20+60.89 50.97' Rt (10.97 FS) TA 20+50.01 BCR 62.89' Rt (11.20 FS) PCC REMOVE AN ADJACENT D RECONSTRUCT y SW "L" PER PLAN ""' r I I 7 I I@ I I : D I I I I L ___ J I I _______ J ---~-i====rn / z « _J n_ a: w n_ a= / REMOVE EXISTING TOP OF INLET AND CONSTRUCT NEW INLET TOP MH LID, PER STD 306-L WITH ROUND ' \_ REMOVE AND ADJACENT S RECONSTRUCT w CONSTRUCT TOP OF INLET PER STD 306-L STA 21+63.08 BC 36.56' Rt 10.90 TC 1 0.40 FL STA 40+90.44 BCR 46.98' Lt 16.46 TC 15.91 FL JOIN EXISTING STA 40+89 44.45' Lt 16.04 TC 15.47FL I I 1 1 5' TC FS sAwcuT~A~N:D7 ~0~1N~0,_,,~b -:d "'- \ \ EXCAVATION y - (SOIL MITIGATION) -57ENCH -CONC ENCASEMENT NOTE 1. FOOTING TO BRIDGE OVER 12" ACP. FOOTING OVER SD PIPE SHALL BE REINFORCED PER DETAILS ON SHEET 23. NOTE 2. WALL GUTTER TO DRAIN TO CATCH BASIN (BROOKS, MODEL 1818CB OR EQUAL) AND DRAINED USING 4" PVC DRAIN PIPES CONNECTED TO EXISTING SD PIPE. STA 41+45.50 ECR _, 46.84' Lt """ 16.94 TC 16.47 FL JOIN EXISTING STA 41+46.52 PCC 43.03' Lt 16.50 TC 15.92 FL --', tl--1 --l ~ - -2' 15.54 TC 15.04 FS 5' C 3: 0 L .£J Q_ 0, .:::.. 0, ~ <Xl 0 "' 3: -0 ., 0 -., 0 :!., 0 i - - -_,_---I---< 0 ----PROTECT OPENING BARS ..J ::::, m I (fl SAWCUT TOP AND INSTALL #4-1 2" DOWEL, EPOXY INTO EXISTING INLET WALL AT 12" O.C. I I I I I I I I ~ No.(,,) 1 2 3 4 5 6 7 R t::,. 25.00' 91°14'15" 10.00' 33° 22'04" 10.00' 33° 30'34" 1 2. 84' 77° 53'16" 45. 71' 20° 36'55" 15.00' 70° 29'27" 15.00' 44°41'20" T L 25.54' 39.81' 2. 71 ' 5.82' 3.01 ' 5.85' 10.37' 17.45' 8. 31 ' 16.45' 1 0.60' 1 8.47' 6. 1 7' 17.97' G PROTECT-IN-PLACE (ITEM AS NOTED) ~--------------~ REMOVE (ITEM AS NOTED) AS BUILT CORRECTIONS BY ____ _ CONTRACT NO. _____ _ DATE __________ _ 5-., -., ., _c (fl >, 0 3: -0 0 0 !?-OJ -., ., _c ~ 0 <( ;:!-- c -~ ., ., ;3- ~ Ill -C ., E ~ e Q_ E /\ 10/30/18 ./ 1 \._ ADDENDUM #2 r---------------------------T----:77----:----:-T-------------------,-----,r,A:;:P:;;P;;:RO:::V:-;A-;--L-;,R;E~CO~M~M;E;:;ND;E;;D:: =::;:=========:::..._--------------------1.~ 0 ., -0 MARK <I,~ 0 11 THOMAS ■ ■ .. 16795 VON KARMAN AVE., SUITE 240 IRVINE, CA 92606 No, C7007 (949) 477-9000 xp, 9-30-2 crvn., /2·\\ ~ 01/15/19 ADDENDUM #3 /\ /3\ 08/30/19 AS-BUILT PATRICK ARCINIEGA RCE 70740 t---+------1--------------------1----J SENIOR CIVIL ENGINEER -~ 0 m ~ "" i---t----+------------------+-----t;;;:;:;-;;;:;;:;:;:---r;:;;:;;;;::;----+---------------------r--------lS' DESIGNED: DRAWN: ,.._ JT PWB 1---------lri: ._ __________________________________________________________ .....JL ___________________________ .L.:'.:..J_~~-.l.::'.:::::'.:.:.:.'.::.::'.'.....::..:::'..::.: ___________ .L'.:A'.'.'.PP~R~o~VE~D1.:c~H:Ec:K:E:D=~!iAVd:D~A~TE:=02i9~10QLJ_1.!!_8L _____________________ l...:s~H~EE~T--~o~F--j~ NO. DATE DESCRIPTION OF REVISIONS SCALE: 1" = 10' BAYSIDE DR./JAMBOREE RD. (WEST) INTERSECTION 8 SCALE: 1" = 5' BAYSIDE DR./JAMBOREE RD. (EAST) INTERSECTION 9 SCALE: 1" =5 ' MARINE AVE CURB RAMP DETAIL 10 BAYSIDE DR. J A M B O R E E R D . MARINE AV E 12 39 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT CONSTRUCTION DETAILS SCALE: 1" = 10' BAYSIDE DR. CROSS GUTTER/DRIVEWAY DETAIL 6 SCALE: 1" = 10' BAYSIDE DR. CROSS GUTTER/DRIVEWAY DETAIL 7 BAYSIDE DR. 1070 BAYSIDE DR. SCALE: 1" = 10' BAYSIDE DR. CROSS GUTTER/DRIVEWAY DETAIL 5 1000 BAYSIDE DR. DISPOSITION NOTES: J A M B O R E E R D . R-6088-S C-7224-1 CURVE DATA BAYSIDE COVE MARINE AVENUE, JAMBOREE ROAD AND BAYSIDE DRIVE MARK THOMAS AV 08/30/2019 C-7224-1 STA 44+~ .15 BCR 41.88'L f (17.49 T ) (16.97 F ) JOIN EX! TING 1 6. 93 16.43 5' LANDSCAPING PER PLAN STA 51+03.37 EC 45.52' Lt (19.82 TC) ( 19.52 FL) JOIN EXISTING STA 50+98.82 PCC 36.61'Lt 19.09 TC 18.79 FL R=1 O' STA 51+01.77 BC 46.30' Lt 18.71 TC 18.41 FL CONFORM TO EXIST STA 45+26.06 41 .88' Rt (17.74 TC) (17.45 FS) JOIN EXISTING ECR ----r11-=-,-~-+-,'-+-------~3 c1,, r1--716.92 TC 16.42 FS ' L{1 5' -.- <1 --- SAWCUT AND JOIN --f¾ ~o 7 r c ! JOJN 2 FL) tx1s, 2' AND JOIN 16.39 FL o" CF STA 45+39.93 BCR • " -/. 6' 3.5' STA 51+31.39 48.35' Lt (19.92 TC) (19.67 FS) JOIN EXISTING 31.88'Lt 1 7 .07 TC 1 6 .41 FL STA 51+44.44 BC 37.71'Lt \ 14.5' I R=0.5' SAWCUT AND JOIN TYP 19.57 TC 1 9.26 FS STA 51+42.51EC 32.43' Lt 19.31 TC 19.01 FS STA 46+82.37 BCR 32.00' Rt 17.38 TC 1 7. 1 8 F S /FL 0" CF 17 .30 FS/FL O" CF STA 47+50.99 r7 16.89 FL f;, ,> "'o 6' • '-"6' 1/,i,·:~ ,<;/' o _ _ _ 1 3' _ _ _ ,-::SAWCUT ~ND --101N_ _ _ _ _ _1_:3.' i ,;:~+::, --j-----+---~------F------.,-,--------,----------\------+---r1'- 32.00' Rt (17.60 TC) (17.08 FL) JOIN EXISTING vr 0 /. <J. <! <1 A • <1 / L <i. a· . _J <I • -6 /- 17.10 FS/FL 011 C STA 46+96.93 ECR 44.81'Rt (17.43 TC) (17.00 FL) JOIN EXISTING "JAM" STA 18+80.09 24.40' Lt "JAM" STA 18+79.90 EC 21.53' Lt \ \ "JAM" STA 18+83.54 EC 20.18' Lt R=O. 5' "JAM" STA 18+88.78 EC 3.50' I I 18.19'Lt \ =0.5' "JAM" STA 18+94.30 EC ' 16.17' Lt "JAM" STA 1 8+95. 77 BC 16.42' Lt 0 SW "JAM" STA 18+95.77 BC 16.42' Lt I I .J <I .j .. 4 r M TO / / Ii 1 1 A <! <l ,., .. y, EXIST ~, ,., L{1 . <J • " .J . A 1 7 .22 FS/FL A O" CF I I STA 47+36.13 BCR \ 44.81' Rt I I I I "JAM"·-STA 1 8+86.44 BC 24.07' t't" .. \ \ C.URB & GUTTER "'',"' '"',,, (17.51 TC) (17.06 FL) JOIN EXISTING "JAM" STA 18+96.88 BC 28.03' L f·"· '"',~-- R=O. 5' STA 52+22.18 BC 32.04' Lt STA 52+31 .67 EC 32.50' Lt STA 52+27.14 EC 32.66' Lt 11MARINE11 STA 10+57.90 ECR 39.28' Rt JOIN STA 52+41.96 EC 32.14' Lt 8 iz•'~\ , , _,_, ECR 16.50 TC ______________________ _ 16.00 FL --- AS BUil T R=30' CORRECTIONS BY ____ _ CONTRACT NO. _____ _ DATE _________ _ STA 47+67.0 41.83' Lt (17.81 TC) (17.28 FS) JOIN EXIST! G STA 47+52.90 ECR 32.00' Lt 1 6.99 16.87 TC 1 6.49 16.29 FL " 0 PROTECT-IN-PLACE (ITEM AS NOTED) ~ REMOVE (ITEM AS NOTED) ~,,...--~✓ ~-~---,_,_ ) I :: • \ ) > t (l_ <( r--- "' 6" C&G (55 LF) --------------~--·-~-------· --------+- ( / -- ( I TO EXIST __ I N / . 0. \!) R 8 1 5.00' 9 1 5.00' 1 0 1 5.00' 11 1 5.00' 1 2 1 5.00' 1 3 1 5.00' 1 4 3.00' 1 5 3.00' 1 6 1. 50' 1 7 1. 50' 1 8 1. 50' z -0 --, 0 z <( f- ::::, u sc <( (/] STA 47+98 74 ECR 41.81'Lt (17.83 TC (17.32 FS JOIN EXIS ING l::,. 70° 08 '09" 68°25'02" so· 54 '59" s2°56'4B" 70° 08 '09" 68°25'02" 123°05'26" 1 40° 49'26" 147°03'46" 59° 59'03" 152°57'12" 0:: u w L{1 co . r---+-...J "' + 0:: LL r---' SI' 0 CO <( 00 .. f-co SI' (/] N- STA 48+12.82 BCR 32.00' Lt 17.55 TC 16.93 FL SAWCUT AND JOIN T L 1 0. 53' 1 8. 36' 10.20' 1 7. 95' 12. 79' 21.18' 13.26' 21 . 72' 1 0. 53' 1 8. 36' 10.20' 1 7. 95' 27. 68' 6.45' 42.15' 7.37' 50.74' 3.85' 8.66' 1 . 57' 62.37' 4.00' ,..., "' 0 z . --I--s: 0 " u ...J (/) +-I-LL ......., l/l + 0:: X u:, 0) w C(j --"'"' ,--•• za::i <( g~r0-a:::: f-f'-.----..----0::::) (/] N_.......,-:iu 8' --- 7 STA 11+27.33 39.67' Rt 4. 75% z -0 --, 0 z <( ' LO r---. co C: ;< 0 ~ .0 C. O'l '-0'> ~ <Xl 0 "' i< " "' 0 -" 0 !.. 0 2 ...J ::::, ID I (/) 5 "' -" " .c (/) >, 0 i< " 0 0 ~ "' -" " .c ;;;, 0 <( ;3, C .'? "' " ;3-~ "' -C " E ~ e C. E -=====-----~::::::::::::::::::::::::::::::::::::::::::::::::::::::::=:::~~:::::::::::::::::::::::::::::::::::::::::::::~:::::::::::::::::::::::;::::::~~~~~:::::::::::::::~:::=:::::=::.=.---~ -~ APPROVAL RECOMMENDED: ~ /· .. MARK THOMAS "'~ ■ ■ 16795 VON KARMAN AVE., SUITE 240 No. C7007 IRVINE, CA 92606 . 9-30-2 (949) 477-9000 i' \ / \ '2/1C/12 /S\ ' \ Lj/'J/13 /\ /)\ 05/j'.:;/'I 9 i\DDEI\D-'vl J-C D~ I \/=1/1/ AV 'i[\/ISIOl•i s bU l LI PATRICK ARCINIEGA RCE 70740 SENIOR CIVIL ENGINEER 0 " " -~ 0 ID ~ st 0 l---l-------l-------------------+---~;;;:::::;;;;:;;:;;:--r,::;:;-;;;,;;:-----t-------------------,---------1;::: DESIGNED: DRAWN: JT PWB 1----------iri: APPROVED CHECKED: DA TE: SHEET OF / L-------------------------------------------------------....J---------------------------L--.L...---...I..------------------....L..--.....i---......:A.:.:V.L..._.:::0.::..9..:1.::,0.,,:1.:a:,81.... ____________________ 1.... ______ _.-'j NO. DATE DESCRIPTION OF REVISIONS 13 39 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT STRIPING AND SIGNING PLAN BAYSIDE DRIVE FROM STA. 10+00 TO STA. 19+50 STRIPING AND SIGNING GENERAL NOTES STRIPING AND SIGNING CONSTRUCTION NOTES SIGN NOTES PA C I F I C C O A S T H w y BAYSIDE DRIVE BAYSIDE DRIVE MA T C H L I N E - S T A 1 4 + 5 0 SE E B E L O W L E F T S E E S H E E T 1 4 M A T C H L I N E - S T A 1 9 + 5 0 SE E A B O V E R I G H T MA T C H L I N E - S T A 1 4 + 5 0 AL O H A D R I V E R-6088-S C-7224-1 LEGEND DETAIL 1 R26(CA) Mod DETAIL 2 R61-17(CA) Mod MARK THOMAS AV 08/30/2019 C-7224-1 ' I ' I I ' I I ' I I I ' ' ' ' I I ' I I ' I ' ' ' I ' I I ' ' I I ' ' ' ' ' ' I I ' ' I I ' ' ' ' ' I I ' ' ' I I ' ' ' I ' I ' I I I I I I I I I I I I ' ' I I I I I I ' ' I I I ' I I ' I ' I // ,.,,. ........ ---- , / ,' ,,,,, .,, I , I , ,/ /.,,.,," j' • I I ' I ' 0 ~{C W11-2 t-G. ------------------ POST {CALTRANS) R1-2 {CALTRANS) R10-15 {CALTRANS) W11-2 (CALTRANS) -3 W16-7 .l>{C.A~)-____ =_=~~ ;VK' "' --~□£'== == 48 ......._ ----------,... r- ./ 31 LT ---~ i-, --Ji • 0 ~ "~~/ 1 45' V - ---- 200' 262' ,-1----- ... _..1....;:__...,,....:::..._ _____ .L.. _ _;_;.;;_ ___________ a ____ ~EL,,~-= 29 LT ---,r 1--1----1--0 ~ ----- I I I I I r I / / / / / / / / 11 +00 50' • • ------------~-- 11 4 R81 W/ POST 4 R26(CA) M~d SEE DETAJL 1 H =-al=,.,= j do 'ii' • 0 12+00 -0 -r-- -- ------ - ---- "' RED CURB ---0 10 20 40 BO 0 10 20 R61-17{CA)Mod W/POST R61-17{CA)Mod SEE DETAJL 2 -N ,-,; -N ,-,; 40 CURB R 2 6 ( CA) ·•"••···- BO ------v -_::,. ---~ = ---,, --- • II ·• ______ ..,~ 0 ~ -----L ____ --,,-LI r:®d3~~~--~--l,'-IJJ£.-E~~--------~-/4 tt----------.-1~-f--~-~--~~~-------JSr:1~:::~-~=-==-=-,=_=--=-----l'l n ~ ,,, • "'-___ _ LT --- -r- -0 -0 -0 / 1 00' ft_ NO STOPPING ENTIRE BLOCK ·, .. ~ '· ,v,," "' JS 44 8 • • • 52 \ •, > 38 • 1 oo' 16+00 50' 33 8 ~ ~~.....-: ,/ _:~-:---~ ---fD'--- 4 R81 (CA) 4 R26(CA) Mod SEE DETAJL 1 4811 ONLY ONLY -0 -43 0- -"' r- -l 0 -0 -0 -r- RED CURB -N ,-,; -N ,-,; 38 29 LT 17+00 MARK ■■THOMAS 16795 VON KARMAN AVE., SUITE 205 IRVINE, CA 92606 (949) 477-9000 3 4 4 -4::-~.. ---,,:< -\- ------- 0 -- 1 R2-1 (40) R81 (CA) ------R81 B{CA) ---- NO. DATE DESCRIPTION OF REVISIONS 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE PROJECT SPECIAL PROVISIONS, THE STANDARD SPECJFJCATJONS FOR PUBLJC WORKS CONSTRUCTION (GREEN BOOK), 2012 EDJTJON AND ALL SUPPLEMENTS, THE CALTRANS STANDARD PLANS DATED 2010, THE CALJFORNJA MANUAL ON UNJFORM TRAFFJC CONTROL DEVJCES (CA MUTCD), REV 3 DATED MARCH 2018, THESE PLANS AND THE CITY OF NEWPORT BEACH STANDARDS AND POLICIES. R61-17(CA)Mod W/POST 2. THE LAYOUT FOR ALL PROPOSED PAVEMENT MARKING AND/OR TRAFFIC STRIPING SHALL BE "PRE-MARKED" AND /OR 'CAT-TRACKED' FOR JNSPECTJON BY THE ENGJNEER OR HlS REPRESENTATJVE PRJOR TO FlNAL APPLJCATJON OF PAVEMENT MARKINGS OR STRIPING. - .,... --- -r- -0 -0 0 1 00' -r- 3. THE EXACT LOCATION OF ALL PERMANENT PAVEMENT MARKINGS, TRAFFIC STRIPING AND /OR SJGNAGE SHALL BE ACCEPTED BY THE ENGJNEER OR HlS REPRESENTATJVE PRJOR TO APPLICA TJON. 4. MATERIALS SHALL COMPLY WITH SECTION 21 0-1 .6 "PAINT FOR TRAFFIC STRIPING, MARKING AND CURB MARKINGS" OF THE STANDARD SPECIFICATJON OF THE PUBLIC WORKS CONSTRUCTION {GREEN BOOK), 2009 EDITJON AND ALL SUPPLEMENTS. 5. UNLESS OTHERWJSE NOTED, FlNAL STRJPJNG SHALL BE REFLECTORIZED THERMOPLASTIC AND APPLIED PER THE SPECIAL PROVISIONS. 6. INSTALLATION OF TRAFFIC SIGNS SHALL BE PER SPECIAL PROVISIONS AND INSTALLED ON NEW POST, EXISTING POSTS, OR EXJSTING STREET LIGHTS WITH NEW BRACKETS AND STAJNLESS STEEL HARDWARE. ALL SJGNS INSTALLED ON SJDEWALKS SHALL PROVJDE 7 FT. MlNJMUM CLEARANCE TO BOTTOM OF SJGN (EXCEPT 12" x 18" R26 OR R28 SIGNS). 7. THE CONTRACTOR SHALL REMOVE ALL CONFLJCTJNG TRAFFJC STRJPJNG AND PAVEMENT MARKINGS BY WET SANDBLASTING PER REQUIREMENTS OF SECTION 310-5.6.6 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION {GREEN BOOK) OR BY A METHOD APPROVED BY ENGJNEER. 8. R81 (CA) SIGN TO BE 12" X 8". 9. JNSTALL BLUE REFLECTJVE MARKERS AT EVERY FlRE HYDRANT PER CJTY STANDARD PLAN STD-902-L. 10.STRIPING DETAILS AND PAVEMENT MARKING SHALL BE PER THE 2010 CALTRANS STANDARD PLANS. 51 48 LF - @ INSTALL TYPE IV ARROW. @ INSTALL TYPE VII ARROW. @ INSTALL TYPE VIII ARROW. @ INSTALL "BIKE LANE" PAVEMENT LEGEND AND BIKE LANE ARROW. (Bl INSTALL 12" CROSSWALK. CROSSWALK WIDTH AS SHOWN AND IS MEASURED INSIDE TO INSIDE. @ INSTALL 12" YELLOW DIAGONAL LINE AT 45". @ INSTALL STRIPING DETAIL 9. @ INSTALL STRIPING DETAIL 22. @ INSTALL STRIPING DETAIL 27B. @ INSTALL STRIPING DETAIL 29. @ INSTALL STRIPING DETAIL 32. @ INSTALL STRIPING DETAIL 38. 8 INSTALL STRIPING DETAIL 39. @ INSTALL STRIPING DETAIL 39A. @ INSTALL YIELD LINE. @ INSTALL 4" WHITE LINE. @ PAINT RED CURB, LENGTH AS NOTED. @ INSTALL 12" WHITE LIMIT LINE. CB) PROTECT IN PLACE EXISTING STRIPING. VEHICLE SPEED F EDBACK R3-7 [j] REMOVE EXISTING SIGN AS NOTED. 4 R118(CA) []J REMOVE AND REPLACE EXISTING SIGN AS NOTED. [] PROTECT IN PLACE EXJSTING SJGN. [] INSTALL SIGN PER CITY STANDARD PLAN 924-L. 0 SIGNALIZED INTERSECTION AS BUil T = EXISTING RED CURB TO BE REPAINTED □ GREEN PAJNT BACKGROUND (18' LONG, WlDTH PER PLAN) @ SIGNALIZED PEDESTRIAN CROSSING CORRECTIONS BY ____ _ CONTRACT NO. _____ _ DATE _________ _ -DECORATIVE PAVEMENT MARKJNG APPROVAL RECOMMENDED: ANTONY E. BRINE RCE 45521 CITY TRAFFIC ENGINEER DESIGNED: DRAWN: JT PWB APPROVED CHECKED: DA TE: AV 09 10 18 SHEET OF C 3t 0 L .D a. E a. "' I{) "' OJ '-OJ N ---- 0:, 0 "' 3t 'O "' C a. ·c ~ V) !.. 0 rn / >-_J ::::, rn I V) <( / "' ~ a, a, .c V) >, 0 3t 'O 0 0 ~ "' ~ a, a, .c V) / 0 <( u / C .'? "' a, 0 / ~ "' ~ C a, E a, > 0 L a. E a, ."'. L 0 a, 'O 'in >, 0 rn ~ st 0 -r-- I et:: / "? 14 39 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT STRIPING AND SIGNING PLAN BAYSIDE DRIVE FROM STA. 19+50 TO STA. 29+50 BAYSIDE DRIVE BAYSIDE DRIVE MA T C H L I N E - S T A 2 9 + 5 0 SE E S H E E T 1 5 SE E A B O V E R I G H T MA T C H L I N E - S T A 2 4 + 5 0 SE E S H E E T 1 3 MA T C H L I N E - S T A 1 9 + 5 0 S E E B E L O W L E F T M A T C H L I N E - S T A 2 4 + 5 0 HA R B O R IS L A N D RO A D PR O M O N T O R Y DR WE S T STRIPING AND SIGNING CONSTRUCTION NOTES SIGN NOTES R-6088-S C-7224-1 LEGEND DETAIL 1 R26(CA) Mod STRIPING AND SIGNING GENERAL NOTES MARK THOMAS AV 08/30/2019 C-7224-1 ' r--- 0 0 ' 0 ' 0 ' 0 ' 0 ' 0 ' 0 ' 0 R26(.Qj_Mod SEED W/POST --□ 20+00 \ ~ I G1-4 Mod RED CURB I I I 25+00 ....... • • 1 • \@- 50' 1 00' ,;:@ 80' -I 21+00 ~~ ...... ------- 1 811 NO R81 (CA) W/POST ----- 26+00 • I STOPPING N ENTIRE ... BLOCK , 0 0 ' 0 ' 0 ' 0 ' co N-1 (CA) □ 22+00 ' co "' ' "' 1 00 LF 1 ' 1 ' 1 R26(CA) 4 R26A(CA)Mod SEE DETAIL 1 ---- --•---...,...-"'L ----== ' N "' ' co "' 27+00 58 R5-6 MARK ■■THOMAS 16795 VON KARMAN AVE., SUITE 240 IRVINE, CA 92606 (949) 477-9000 0 10 20 --- t- 23+00 ____ ...., __ _ 28+00 No. C7007 xp. 9-30-2 crvn., R4-7 N-1 (CA) NO. DATE - 0 10 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE PROJECT SPECIAL PROVISIONS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK), 2012 EDITION AND ALL SUPPLEMENTS, THE CALTRANS STANDARD PLANS DATED 2010, THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD), REV 3 DATED MARCH 2018, 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. R26(CA) --- - ----0 20 40 -- 3. THE EXACT LOCATION OF ALL PERMANENT PAVEMENT MARKINGS, TRAFFIC STRIPING AND /OR SIGNAGE SHALL BE ACCEPTED BY THE ENGINEER OR HIS REPRESENTATIVE PRIOR TO APPLICATION. 4. MATERIALS SHALL COMPLY WITH SECTION 210-1 .6 "PAINT FOR TRAFFIC STRIPING, MARKING AND CURB MARKINGS" OF THE STANDARD SPECIFICATION OF THE PUBLIC WORKS CONSTRUCTION (GREEN BOOK), 2009 EDITION AND ALL SUPPLEMENTS. 5. UNLESS OTHERWISE NOTED, FINAL STRIPING SHALL BE REFLECTORIZED THERMOPLASTIC AND APPLIED PER THE SPECIAL PROVISIONS. 6. INSTALLATION OF TRAFFIC SIGNS SHALL BE PER SPECIAL PROVISIONS AND INSTALLED ON NEW POST, EXISTING POSTS, OR EXISTING STREET LIGHTS WITH NEW BRACKETS AND STAINLESS STEEL HARDWARE. ALL SIGNS INSTALLED ON SIDEWALKS SHALL PROVIDE 7 FT. MINIMUM CLEARANCE TO BOTTOM OF SIGN (EXCEPT 12" x 1 8" R26 OR R28 SIGNS). 7. THE CONTRACTOR SHALL REMOVE ALL CONFLICTING TRAFFIC STRIPING AND PAVEMENT MARKINGS BY WET SANDBLASTING PER REQUIREMENTS OF SECTION 310-5.6.6 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK) OR BY A METHOD APPROVED BY ENGINEER. 8. R81 (CA) SIGN TO BE 12" X 8". 9. INSTALL BLUE REFLECTIVE MARKERS AT EVERY FIRE HYDRANT PER CITY STANDARD PLAN STD-902-L. 10.STRIPING DETAILS AND PAVEMENT MARKING SHALL BE PER THE 2010 CALTRANS STANDARD PLANS. @ INSTALL TYPE IV ARROW. ® INSTALL "BIKE LANE" PAVEMENT LEGEND AND BIKE LANE ARROW. @ INSTALL STRIPING DETAIL 9. @ INSTALL STRIPING DETAIL 22. @ INSTALL STRIPING DETAIL 26. @ INSTALL STRIPING DETAIL 278. @ INSTALL STRIPING DETAIL 29. -.JI ------- @ INSTALL STRIPING DETAIL 32. @ INSTALL STRIPING DETAIL 38. 8 INSTALL STRIPING DETAIL 39. @ INSTALL STRIPING DETAIL 39A. @ INSTALL 4" WHITE LINE. 51 35 LF 29+00 0 0 "' co AS BUILT @ INSTALL PAVEMENT MARKING AS NOTED. @ PAINT RED CURB, LENGTH AS NOTED. @ INSTALL 12" WHITE LINE. @ JOIN EXISTING STRIPING. ~ PROTECT IN PLACE EXISTING STRIPING. ® REMOVE EXISTING STRIPING. ® PROTECT PAVEMENT MARKER @ REINSTALL PAVEMENT MARKER R5-6 DJ []] [] [] REMOVE EXISTING SIGN AS NOTED. REMOVE AND REPLACE EXISTING SIGN AS NOTED. PROTECT IN PLACE EXISTING SIGN. INSTALL SIGN PER CITY STANDARD PLAN 924-L. ® SIGNALIZED INTERSECTION = EXISTING RED CURB TO BE REPAINTED CORRECTIONS BY ____ _ D GREEN PAINT BACKGROUND (18' LONG, WIDTH PER PLAN) ® SIGNALIZED PEDESTRIAN CROSSING CONTRACT NO. _____ _ DATE __________ _ El DECORATIVE PAVEMENT MARKING APPROVAL RECOMMENDED: ANTONY E. BRINE RCE 45521 CITY TRAFFIC ENGINEER DESIGNED: DRAWN: JT PWB DESCRIPTION OF REVISIONS APPROVED CHECKED: DATE: AV 091018 SHEET OF C 3: 0 L ..0 C. E C. ,.._ L() "' rn -'-rn N '-OCl 0 "' 3: ""CJ "' C C. ·;: ~ (/) :!.., C rn / t-...J ::::, rn I (/) <( / Ill ~ ., ., .c (/) >, C 3: ""CJ C 0 !?-Ill ~ ., ., .c (/) / 0 <( u / C -~ Ill ., 0 / ~ Ill ~ C ., E ., > 0 L C. E ., -~ L 0 ., ""CJ ·.; >, C rn ~ "Si" 0 -,.._ I a:: / -'j 15 39 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT BAYSIDE DRIVE BAYSIDE DRIVE STRIPING AND SIGNING PLAN BAYSIDE DRIVE FROM STA. 29+50 TO STA. 39+50 MA T C H L I N E - S T A 3 9 + 5 0 SE E S H E E T 1 6 MA T C H L I N E - S T A 3 4 + 5 0 SE E B E L O W L E F T M A T C H L I N E - S T A 3 4 + 5 0 S E E A B O V E R I G H T SE E S H E E T 1 4 MA T C H L I N E - S T A 2 9 + 5 0 PR O M O N T O R Y DR EA S T STRIPING AND SIGNING CONSTRUCTION NOTES SIGN NOTES R-6088-S C-7224-1 LEGEND DETAIL 1 R26(CA) Mod STRIPING AND SIGNING GENERAL NOTES MARK THOMAS AV 08/30/2019 C-7224-1 1 0 LF 51 VEHICLE SPEED FEEDBACK R26(CA) -- -- - 0 10 20 40 --------- - -44 - --- 1 0 LF 51 1 0 -----·--- ----------44 --- -------- ------ 60'TAPER ~ -:::~'<""',._,,_~~3-:_6::,,+;__0""'.0::::::'-"'-'---~37.;::;,~ - ---- - -------------~==-----,......-:; ---- R4-7 R26(CA) 4 N-1 W/DOUBLE ARROW I • 1 811 • I NO STOPPING ENTIRE BLOCK "' A -----0 0 4 R4-7 4 N-1 / 4 R26A(CA) Mod ON POLE SEE DETAIL ---- <'ll :_.....-,\50 "HERE" - ---- 11-!i~ 50 "WAIT" ~ - a-::;:::; :::::r - -- ----------- ---r-- I - - ___ ..... ,r---::Si--------- -1 -----/ /, 1--33+00 ---32+00 -- -- - 34+00 - "' '-" ct) N "' 1 , 1 , -J ~ 0 ~ 0 ~ 0 ~ 0 0 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE PROJECT SPECIAL PROVISIONS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK), 2012 EDITION AND ALL SUPPLEMENTS, THE CALTRANS STANDARD PLANS DATED 2010, THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD), REV 3 DATED MARCH 2018, 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 AND /OR SIGNAGE SHALL PRIOR TO APPLICATION. ALL PERMANENT PAVEMENT MARKINGS, TRAFFIC STRIPING BE ACCEPTED BY THE ENGINEER OR HIS REPRESENTATIVE 4. MATERIALS SHALL COMPLY WITH SECTION 210-1 .6 "PAINT FOR TRAFFIC STRIPING, MARKING AND CURB MARKINGS" OF THE STANDARD SPECIFICATION OF THE PUBLIC WORKS CONSTRUCTION (GREEN BOOK), 2009 EDITION AND ALL SUPPLEMENTS. 5. UNLESS OTHERWISE NOTED, FINAL STRIPING SHALL BE REFLECTORIZED THERMOPLASTIC AND APPLIED PER THE SPECIAL PROVISIONS. 6. INSTALLATION OF TRAFFIC SIGNS SHALL BE PER SPECIAL PROVISIONS AND INSTALLED ON NEW POST, EXISTING POSTS, OR EXISTING STREET LIGHTS WITH NEW BRACKETS AND STAINLESS STEEL HARDWARE. ALL SIGNS INSTALLED ON SIDEWALKS SHALL PROVIDE 7 FT. MINIMUM CLEARANCE TO BOTTOM OF SIGN (EXCEPT 12" x 1 8" R26 OR R28 SIGNS). 7. THE CONTRACTOR SHALL REMOVE ALL CONFLICTING TRAFFIC STRIPING AND PAVEMENT MARKINGS BY WET SANDBLASTING PER REQUIREMENTS OF SECTION 310-5.6.6 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK) OR BY A METHOD APPROVED BY ENGINEER. 8. R81 (CA) SIGN TO BE 12" X 8". -----@ ---9. INSTALL BLUE REFLECTIVE MARKERS AT EVERY FIRE HYDRANT PER CITY STANDARD PLAN STD-902-L. 58 ,//~/· 3 R2-1)AO) R26'(CA)Mod SEE R81 (CA) I -----------I • r-- -0 'I -0 0 -r-- 145 LF /1 --' --- 1/ ' // ------I"-----' ..... ~ ~ -__ -::;:: ----~ ,.. 50' -- 0 40 55 LF 51 0 • ------=: - R26(CA) WILT ARROW D11 -1 - R28A(CA) ---0 10.STRIPING DETAILS AND PAVEMENT MARKING SHALL BE PER THE 2010 CALTRANS STANDARD PLANS. @INSTALL TYPE IV ARROW, ® INSTALL "BIKE LANE" PAVEMENT LEGEND @ INSTALL STRIPING DETAIL 9, ® INSTALL STRIPING DETAIL 22, @ INSTALL STRIPING DETAIL 26, @ INSTALL STRIPING DETAIL 29. @ INSTALL STRIPING DETAIL 32, @ INSTALL STRIPING DETAIL 38, @ INSTALL STRIPING DETAIL 39. @ INSTALL STRIPING DETAIL 39A, @ INSTALL STRIPING DETAIL 40, @ INSTALL CONTINENTAL CROSSWALK WITH @ INSTALL 4" WHITE LINE, @ INSTALL PAVEMENT MARKING AS NOTED, @ PAINT RED CURB, LENGTH AS NOTED, ® INSTALL 12" WHITE LIMIT LINE. AND BIKE LANE ARROW, 2' BARS AND 2' GAPS, CROSSWALK SHALL BE 10' WIDE, C 3: e _(] C. E C. ,.._ L() "' rn '-a, N ........ OCl 0 "' 3: ,:i "' C -----@ PROTECT PAVEMENT MARKER. -----0 ... .. .. ---= - 0 4 N-2(CA) - - ---- 3 R2-1(35) 4 R26(CA) W/DOUBLE ARROW -- 4 N-1 REMOVE 35 LF OF RED CURB ' 0 --' 0 -- AS BUiL T CORRIECTIONS BY ____ _ CONTRACT NO. _____ _ DATE _________ _ OJ REMOVE EXISTING SIGN AS NOTED. [}J REMOVE AND REPLACE EXISTING SIGN AS NOTED. [] PROTECT IN PLACE EXISTING SIGN. [] INSTALL SIGN PER CITY STANDARD PLAN 924-L. 0 SIGNALIZED INTERSECTION = EXISTING RED CURB TO BE REPAINTED □ GREEN PAINT BACKGROUND (1 8' LONG, WIDTH PER PLAN) ® SIGNALIZED PEDESTRIAN CROSSING Im DECORATIVE PAVEMENT MARKING C. 'C: ..., (/) :!.., 0 i _J ::::, m I (/) 5, Ill ..., ., ., _c (/) >, 0 3: ,:i C C !?-Ill ..., ., ., _c ~ 0 <( ;:!,, C ,~ Ill ., ;3- ~ Ill ..., C ., E ~ e C. E .------------------------------.---.---,----"T"-------------------...------,.-----------,---------------------------------1 -~ APPROVAL RECOMMENDED: ,s ;\ MARK THOMAS <I,~ ■ ■ .. 16795 VON KARMAN AVE., SUITE 240 No. C7007 IRVINE, CA 92606 (949) 477-9000 xp. 9-30-2 crvn., /1\ '2/16/18 ,l,OCE\Dl_',A -113 , ·. ANTONY E, BRINE RCE 45521 ., -0 -~ 0 m ~ CITY TRAFFIC ENGINEER l--+-------11-----------------------+----r.:D:-:E:::Sl:::GN:::E=D~: --..D:-:R:7A::'.WN:7:---;----------------------"""T-------; j::: JT PWB 1----------1 ri: APPROVED CHECKED: DA TE: SHEET OF / ,._ __________________________________________________________ ...., ____________________________ _.__...., ____ ..._ ___________________ .._ __ ...., _____ AV...._ __ 0_9..._10.._1 .. B.._ _____________________ ..__ ______ ___. "; NO. DATE DESCRIPTION OF REVISIONS 16 39 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT BAYSIDE DRIVE BAYSIDE DRIVE STRIPING AND SIGNING PLAN BAYSIDE DRIVE FROM STA. 39+50 TO STA. 49+50 SE E S H E E T 1 5 MA T C H L I N E - S T A 3 9 + 5 0 S E E B E L O W L E F T M A T C H L I N E - S T A 4 4 + 5 0 SE E A B O V E R I G H T MA T C H L I N E - S T A 4 4 + 5 0 MA T C H L I N E - S T A 4 9 + 5 0 SE E S H E E T 1 7 STRIPING AND SIGNING CONSTRUCTION NOTES SIGN NOTES LEGEND R-6088-S C-7224-1 DETAIL 1 R26(CA) Mod STRIPING AND SIGNING GENERAL NOTES MARK THOMAS AV 08/30/2019 C-7224-1 ' 0 ' 0 ' 0 ' r-- 33 ----1 , 1 , ' 0 ' ----0 - I W4-2 W/POST ------=--39 - 40+oo ---- --- R26(CA) 4 R26A(CA)Mod SEE DETAIL 1 44 ---- R26(CA) 4 R26A(CA)Mod SEE DETAJL 1 -- ---- ----- -- ----- 4 R4-7 4 N-1 (CA) I • 1 811 • I NO STOPPING "' ENTIRE -" C BLOCK --- ' N "' N "' ---- ---- ---- ----- ------ 1 I ~ --- ----- 3 BUS STOP R26(CA) W/DOUBLE ARROW 1 R26(CA) 33 0 . 0 0 10 1 R26( CA) -- 1n1 \ \ \ u ~ ;)' MARK ■■THOMAS 16795 VON KARMAN AVE., SUITE 240 IRVINE, CA 92606 (949) 477-9000 --- -- - - W9-1 W/POST - "- 31 2' 3 -- -- R26(CA) ' W/DOUBLE ARROW No. C7007 xp. 9-30-2 crvn., 33 -- ---- 0 10 20 40 44 • • 100' GAP ----- • NO. DATE DESCRIPTION OF REVISIONS 2 W74(CA) 3 R26(CA) W/DOUBLE ARROW BO BUS STOP 3 ' r-- ' 0 230' . w ' 0 AS BUil T CORRECTIONS BY ____ _ CONTRACT NO. _____ _ DATE _________ _ 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE PROJECT SPECIAL PROVISIONS, THE STANDARD SPECJFJCATJONS FOR PUBLJC WORKS CONSTRUCTJON (GREEN BOOK), 2012 EDJTJON AND ALL SUPPLEMENTS, THE CALTRANS STANDARD PLANS DATED 2010, THE CALIFORNJA MANUAL ON UNJFORM TRAFFJC CONTROL DEVICES (CA MUTCD), REV 3 DATED MARCH 2018, 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 JNSPECTJON BY THE ENGJNEER OR HIS REPRESENTATJVE PRIOR TO FlNAL APPLICATION OF PAVEMENT MARKINGS OR STRIPING. 3. THE EXACT LOCATION OF ALL PERMANENT PAVEMENT MARKINGS, TRAFFIC STRIPING AND /OR SJGNAGE SHALL BE ACCEPTED BY THE ENGJNEER OR HlS REPRESENTATJVE PRJOR TO APP LI CA TJON. 4. MATERIALS SHALL COMPLY WITH SECTJON 210-1 .6 "PAINT FOR TRAFFIC STRIPING, MARKING AND CURB MARKINGS" OF THE STANDARD SPECIFICATJON OF THE PUBLIC WORKS CONSTRUCTION (GREEN BOOK), 2009 EDJTION AND ALL SUPPLEMENTS. 5. UNLESS OTHERWISE NOTED, FlNAL STRIPJNG SHALL BE REFLECTORJZED THERMOPLASTIC AND APPLIED PER THE SPECIAL PROVISIONS. 6. INSTALLATION OF TRAFFIC SIGNS SHALL BE PER SPECIAL PROVISIONS AND JNSTALLED ON NEW POST, EXJSTING POSTS, OR EXISTING STREET LIGHTS WITH NEW BRACKETS AND STAJNLESS STEEL HARDWARE. ALL SJGNS INSTALLED ON SJDEWALKS SHALL PROVJDE 7 FT. MlNJMUM CLEARANCE TO BOTTOM OF SJGN (EXCEPT 12" x 1 8" R26 OR R28 SIGNS). 7. THE CONTRACTOR SHALL REMOVE ALL CONFLICTJNG TRAFFJC STRIPJNG AND PAVEMENT MARKINGS BY WET SANDBLASTING PER REQUIREMENTS OF SECTION 310-5.6.6 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK) OR BY A METHOD APPROVED BY ENGJNEER. 8. R81 (CA) SIGN TO BE 12" X 8". 9. JNSTALL BLUE REFLECTJVE MARKERS AT EVERY FlRE HYDRANT PER CJTY STANDARD PLAN STD-902-L. 10.STRIPING DETAILS AND PAVEMENT MARKING SHALL BE PER THE 2010 CALTRANS STANDARD PLANS. @ INSTALL TYPE IV ARROW. @ INSTALL "BIKE LANE" PAVEMENT LEGEND AND BIKE LANE ARROW. @ INSTALL 12" YELLOW DIAGONAL LINE @ INSTALL STRIPING DETAIL 9. @ INSTALL STRIPING DETAIL 26. @ INSTALL STRIPING DETAIL 278. @ INSTALL STRIPING DETAIL 29. @ INSTALL STRIPING DETAIL 32. @ INSTALL STRIPING DETAIL 38. @ INSTALL STRIPING DETAIL 39. @ INSTALL STRIPING DETAIL 39A. @ INSTALL STRIPING DETAIL 378. AT 45". [j] REMOVE EXJSTJNG SJGN AS NOTED. []] REMOVE AND REPLACE EXISTING SIGN []] PROTECT JN PLACE EXJSTJNG SIGN. AS NOTED. GJ INSTALL SJGN PER CITY STANDARD PLAN 924-L. ® SIGNALIZED JNTERSECTION = EXJSTJNG RED CURB TO BE REPAINTED □ GREEN PAINT BACKGROUND (18' LONG, WIDTH PER PLAN) ® SIGNALIZED PEDESTRIAN CROSSING ID! DECORATJVE PAVEMENT MARKING APPROVAL RECOMMENDED: ANTONY E. BRINE RCE 45521 CITY TRAFFIC ENGINEER DESIGNED: DRAWN: JT PWB APPROVED CHECKED: DATE: AV 091018 SHEET OF C 3: 0 L ..0 C. E C. <Xl L() "' rn -'-.. rn N '-.. <Xl 0 "' 3: ,:i "' C C. ·;: ~ (/) :!.., C rn / t-...J ::::, rn I (/) <( / Ill ~ ., ., .c (/) >, C 3: ,:i C 0 !?-Ill ~ ., ., .c (/) / 0 <( u / C -~ Ill ., 0 / ~ Ill ~ C ., E ., > 0 L C. E ., -~ L 0 ., ,:i ·.; >, C rn ~ "SI-0 -I'- I a:: / -'j 17 39 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT MA R I N E A V E N U E J A M B O R E E R O A D BAYSIDE DRIVE STRIPING AND SIGNING PLAN BAYSIDE DRIVE, JAMBOREE ROAD FROM STA. 49+50 TO STA. 53+79.42 AND MARINE AVENUE MATCH LINE - STA 11 + 5 0 SEE SHEET 19 SEE S H E E T 1 8 MAT C H L I N E - S T A 1 7 + 5 0 SE E S H E E T 1 6 MA T C H L I N E - S T A 4 9 + 5 0 STRIPING AND SIGNING CONSTRUCTION NOTES SIGN NOTES R-6088-S C-7224-1 LEGEND DETAIL 2 DETAIL 1 R26(CA) Mod R61-3(CA) Mod STRIPING AND SIGNING GENERAL NOTES MARK THOMAS AV 08/30/2019 C-7224-1 41 90' TAPER -a • -N r0 N r0 R2-1(35) R28A(CA) R26(CA)Mod SEE DETAIL 1 44 50+00 43 ' 0 • -0 R1-5 W/POST 43 1 50' 230' ~RT -----sq --- I , 1 • 1 811 • I NO STOPPING ENTIRE BLOCK 30" • I (' CORONA BALBOA DELMAR ISLAND (>J 0 -0 51+00 OVERHEAD SIGN R28A(CA) R61-3(CA) Mod SEE DETAIL 2 WI POST 81 (CA) 3 R2-1(35) 1 R26(S)(CA) 4 R26(CA) Mod EE DETAIL 1 ' <o ..._ TYP '-~ ___ _, ----...::: 52+000 ®f 1 D11-1 I , 85 LF 51 0 + ~ ~ ' ;'1\", r ,, '" ' "'1,1\ ,>, '" 29 MARK ■■THOMAS 16795 VON KARMAN AVE., SUITE 240 IRVINE, CA 92606 (949) 477-9000 1 I ~ <J' 0 I I I\ I ' \I 3 EM-1 a 1 R1-2 ~ .... .... 0 --- - CROSSWALK PATTERN PER DETAIL ON PD-2. 51 180 LF No. C7007 xp. 9-30-2 crvn., NO. DATE 10 20 40 51 1 35 LF 54 140 LF DESCRIPTION OF REVISIONS 80 ---s = --------- 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE PROJECT SPECIAL PROVISIONS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK), 2012 EDITION AND ALL SUPPLEMENTS, THE CALTRANS STANDARD PLANS DATED 2010, THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD), REV 3 DATED MARCH 2018, 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, TRAFFIC STRIPING AND /OR SIGNAGE SHALL BE ACCEPTED BY THE ENGINEER OR HIS REPRESENTATIVE PRIOR TO APPLICATION. 4. MATERIALS SHALL COMPLY WITH SECTION 210-1 .6 "PAINT FOR TRAFFIC STRIPING, MARKING AND CURB MARKINGS" OF THE STANDARD SPECIFICATION OF THE PUBLIC WORKS CONSTRUCTION (GREEN BOOK), 2009 EDITION AND ALL SUPPLEMENTS. 5. UNLESS OTHERWISE NOTED, FINAL STRIPING SHALL BE REFLECTORIZED THERMOPLASTIC AND APPLIED PER THE SPECIAL PROVISIONS. 6. INSTALLATION OF TRAFFIC SIGNS SHALL BE PER SPECIAL PROVISIONS AND INSTALLED ON NEW POST, EXISTING POSTS, OR EXISTING STREET LIGHTS WITH NEW BRACKETS AND STAINLESS STEEL HARDWARE. ALL SIGNS INSTALLED ON SIDEWALKS SHALL PROVIDE 7 FT. MINIMUM CLEARANCE TO BOTTOM OF SIGN (EXCEPT 12" x 1 8" R26 OR R28 SIGNS). 7. THE CONTRACTOR SHALL REMOVE ALL CONFLICTING TRAFFIC STRIPING AND PAVEMENT MARKINGS BY WET SANDBLASTING PER REQUIREMENTS OF SECTION 310-5.6.6 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK) OR BY A METHOD APPROVED BY ENGINEER . 8. R81 (CA) SIGN TO BE 12" X 8". 9. INSTALL BLUE REFLECTIVE MARKERS AT EVERY FIRE HYDRANT PER CITY STANDARD PLAN STD-902-L. 10.STRIPING DETAILS AND PAVEMENT MARKING SHALL BE PER THE 2010 CALTRANS STANDARD PLANS. @ INSTALL TYPE IV ARROW. ® INSTALL "BIKE LANE" PAVEMENT LEGEND AND BIKE LANE ARROW. @ INSTALL 12" CROSSWALK. CROSSWALK WIDTH AS SHOWN AND IS MEASURED INSIDE TO INSIDE. ® INSTALL STRIPING DETAIL 9. @ INSTALL STRIPING DETAIL 22. @ INSTALL STRIPING DETAIL 29. @ INSTALL STRIPING DETAIL 38. 8 INSTALL STRIPING DETAIL 39. @ INSTALL STRIPING DETAIL 39A. @ INSTALL STRIPING DETAIL 40. @ INSTALL YIELD LINE. @ INSTALL 4" WHITE LINE. @ PAINT RED CURB, LENGTH AS NOTED. @ JOIN EXISTING STRIPING. (Bl PROTECT IN PLACE EXISTING STRIPING. ® INSTALL STRIPING DETAIL 41. OJ REMOVE EXISTING SIGN AS NOTED. [}J REMOVE AND REPLACE EXISTING SIGN AS NOTED. [] PROTECT IN PLACE EXISTING SIGN. [}] INSTALL SIGN PER CITY STANDARD PLAN 924-L. 0 SIGNALIZED INTERSECTION = EXISTING RED CURB TO BE REPAINTED AS BUil T □ GREEN PAINT BACKGROUND ( 1 8' LONG, WIDTH PER PLAN) @ SIGNALIZED PEDESTRIAN CROSSING CORRECTIONS BY CONTRACT NO. DATE ffl DECORATIVE PAVEMENT MARKING APPROVAL RECOMMENDED: ANTONY E. BRINE RCE 45521 CITY TRAFFIC ENGINEER DESIGNED: DRAWN: JT PWB APPROVED CHECKED: DATE: AV 091018 SHEET OF C 3: 0 L ..0 C. E C. <Xl L() "' rn -'-.. rn N '-.. <Xl 0 "' 3: ,:i "' C C. ·;: ..., (/) :!.., C rn / t-_J ::::, rn I (/) <( / Ill ..., ., ., .c (/) >-C 3: ,:i C 0 !?-Ill ..., ., ., .c (/) / 0 <( u / C -~ Ill ., 0 / ~ Ill ..., C ., E ., > 0 L C. E ., -~ L 0 ., ,:i ·.; >-C rn ~ "Si' 0 -,-._ I a:: / -'j 18 39 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT JAMBOREE ROAD JAMBOREE ROAD PA C I F I C C O A S T H w y STRIPING AND SIGNING PLAN JAMBOREE ROAD FROM STA. 10+00 TO STA. 17+50 SE E B E L O W L E F T M A T C H L I N E - S T A 1 3 + 5 0 SE E A B O V E R I G H T MA T C H L I N E - S T A 1 3 + 5 0 S E E S H E E T 1 7 M A T C H L I N E - S T A 1 7 + 5 0 STRIPING AND SIGNING CONSTRUCTION NOTES SIGN NOTES LEGEND R-6088-S C-7224-1 DETAIL 1 R26(CA) Mod DETAIL 3 EXISTING OVERHEAD SIGN STRIPING AND SIGNING GENERAL NOTES MARK THOMAS AV 08/30/2019 C-7224-1 ' ' ... ~ ',, ............. ' ' ',' ', ', ' ' ' ' ' ' ', ' ', ' ' ' ' ' ' ' ' I I ..... ~ ..... ~ ~ ~ I • 1 8" ·1 NO STOPPING N ENTIRE -" = BLOCK ' ' ' ' ' ' ' ' ..... ' ' ' ' ----' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' I ' ' ' ' ' ' ' -- ' ' ' ' ' ' ' ' ' ' ' ' ' ' I I I ' ' ' \ I --\ ~ --\ \ ------® \ 1--'\ -' ' ,- ' I ' I I ' I w '-. I I I --------- ' ,-i ' _, ' I ~ -'-✓-;,, ' 1 R73-3(CA) Mod R10-15 (24"x24") r"""-:..::.... ---= ___, - 0 50/ LT --/ - 150' 43 -' C\J ,.,, I I --1+00 ~ ..... ..... -- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I -------- - -- 45" • I . 1'\ CORONA DELMAR I I I I I I I I I I I I I I I I I I I I ------ ---- 45" • 1 · 4511 (' BALBOA BALBOA ISLAND BEACH ---49 50' -- 0 10 20 40 80 ' C\J - -- 3 3 4 R2-1(35) D 11 -1 R26(CA)Mod SEE DETAIL 1 R28(CA) 3 EM-7o - -- 38 12+00 - ------- ' C\J ,.,, ---.,.1 ------------~--- - - ' <.D co ' C\J ,.,, ' C\J - - 15+oo - ' C\J ""' ------= ' - ------ ---1- 250' ----- ------- )t2-~ - :-~ 16+00 --RT 29 -w ---= -- □t -- -- ---- MARK ■■THOMAS 16795 VON KARMAN AVE., SUITE 240 IRVINE, CA 92606 (949) 477-9000 0 -- --- 10 20 4 R26(CA)Mod SEE DETAIL 40 -- - ..... -- BUS ~TO£' •• --# •• ----- ----= -- ------ No. C7007 xp. 9-30-2 crvn., NO. ----- ----- 13+00 W74(CA) W/POST W11-2 W16-7P 4 W11 -1 5 -- --- DATE DESCRIPTION OF REVISIONS 80 N N J> AS BUil T 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE PROJECT SPECIAL PROVISIONS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK), 2012 EDITION AND ALL SUPPLEMENTS, THE CALTRANS STANDARD PLANS DATED 2010, THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD), REV 3 DATED MARCH 2018, 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, TRAFFIC STRIPING AND /OR SIGNAGE SHALL BE ACCEPTED BY THE ENGINEER OR HIS REPRESENTATIVE PRIOR TO APPLICATION. 4. MATERIALS SHALL COMPLY WITH SECTION 210-1 .6 "PAINT FOR TRAFFIC STRIPING, MARKING AND CURB MARKINGS" OF THE STANDARD SPECIFICATION OF THE PUBLIC WORKS CONSTRUCTION (GREEN BOOK), 2009 EDITION ANO ALL SUPPLEMENTS. 5. UNLESS OTHERWISE NOTED, FINAL STRIPING SHALL BE REFLECTORIZED THERMOPLASTIC AND APPLIED PER THE SPECIAL PROVISIONS. 6. INSTALLATION OF TRAFFIC SIGNS SHALL BE PER SPECIAL PROVISIONS AND INSTALLED ON NEW POST, EXISTING POSTS, OR EXISTING STREET LIGHTS WITH NEW BRACKETS AND STAINLESS STEEL HARDWARE. ALL SIGNS INSTALLED ON SIDEWALKS SHALL PROVIDE 7 FT. MINIMUM CLEARANCE TO BOTTOM OF SIGN (EXCEPT 12" x 1 8" R26 OR R28 SIGNS). 7. THE CONTRACTOR SHALL REMOVE ALL CONFLICTING TRAFFIC STRIPING AND PAVEMENT MARKINGS BY WET SANDBLASTING PER REQUIREMENTS OF SECTION 310-5.6.6 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK) OR BY A METHOD APPROVED BY ENGINEER. 8. R81 (CA) SIGN TO BE 12" X 8". 9. INSTALL BLUE REFLECTIVE MARKERS AT EVERY FIRE HYDRANT PER CITY STANDARD PLAN STD-902-L. 10.STRIPING DETAILS AND PAVEMENT MARKING SHALL BE PER THE 2010 CALTRANS STANDARD PLANS. @ INSTALL TYPE IV ARROW. (Bl INSTALL 12" CROSSWALK. CROSSWALK WIDTH AS SHOWN AND IS MEASURED INSIDE TO INSIDE. @ INSTALL STRIPING DETAIL 9. @ INSTALL STRIPING DETAIL 22. @ INSTALL STRIPING DETAIL 29. @ INSTALL STRIPING DETAIL 32. @ INSTALL STRIPING DETAIL 38. @ INSTALL STRIPING DETAIL 40. @ INSTALL 4" WHITE LINE. @ INSTALL STRIPING DETAIL 37B. [j] REMOVE EXISTING SIGN AS NOTED. []] REMOVE AND REPLACE EXISTING SIGN [] PROTECT IN PLACE EXISTING SIGN. AS NOTED. [] INSTALL SIGN PER CITY STANDARD PLAN 924-L. ® SIGNALIZED INTERSECTION = EXISTING RED CURB TO BE REPAINTED CORRECTIONS BY ____ _ D GREEN PAINT BACKGROUND (18' LONG, WIDTH PER PLAN) ® SIGNALIZED PEDESTRIAN CROSSING CONTRACT NO. _____ _ DATE __________ _ APPROVAL RECOMMENDED: ANTONY E. BRINE RCE 45521 CITY TRAFFIC ENGINEER DESIGNED: DRAWN: JT PWB APPROVED CHECKED: DATE: AV 091018 SHEET OF C 3: 0 L _(] C. E C. Ol L() "' Ol -'-. Ol N '-. OCl 0 "' 3: ,:i "' C C. ·;: ..., (/) :!.., C rn / t-_J ::::, rn I (/) <( / Ill ..., ., ., ..c (/) >, C 3: ,:i C 0 !?-Ill ..., ., ., ..c (/) / 0 <( u / C -~ Ill ., 0 / ~ Ill ..., C ., E ., > 0 L C. E ., -~ L 0 ., ,:i ·.; >, C rn ~ -st-0 -I'- I a:: / -'j 19 39 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT STRIPING AND SIGNING PLAN MARINE AVENUE FROM 11+50 TO 17+85 MARINE AVENUE NO R T H B A Y F R O N T SE E S H E E T 1 7 MA T C H L I N E - S T A 1 1 + 5 0 STRIPING AND SIGNING CONSTRUCTION NOTES SIGN NOTES LEGEND R-6088-S C-7224-1 STRIPING AND SIGNING GENERAL NOTES MARK THOMAS AV 08/30/2019 C-7224-1 z -~~f-4@)~-~<:.iiiiiiiiiiiiiiiiiiiiiii::1 ' 0 10 20 40 BO ------ ----- ----- ----- -----h -" " I ES ~ - r® -- --.. -N - (/) w "TI: "" > (/) w - ---f- I L I i.}l.J I -1 7 fel -- -F . ' ' - Ol WU-t I I p • 11 iug , -- 1--- - - ~170 LF -----s R2-1 (25)m/ 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE PROJECT SPECIAL PROVISIONS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK}, 2012 EDITION AND ALL SUPPLEMENTS, THE CALTRANS STANDARD PLANS DATED 2010, THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD), REV 3 DATED MARCH 2018, 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, TRAFFIC STRIPING AND /OR SIGNAGE SHALL BE ACCEPTED BY THE ENGINEER OR HIS REPRESENTATIVE PRIOR TO APPLICATION. 4. MATERIALS SHALL COMPLY WITH SECTION 210-1.6 "PAINT FOR TRAFFIC STRIPING, MARKING AND CURB MARKINGS" OF THE STANDARD SPECIFICATION OF THE PUBLIC WORKS CONSTRUCTION (GREEN BOOK}, 2009 EDITION AND ALL SUPPLEMENTS. 5. UNLESS OTHERWISE NOTED, FINAL STRIPING SHALL BE REFLECTORIZED THERMOPLASTIC AND APPLIED PER THE SPECIAL PROVISIONS. 6. INSTALLATION OF TRAFFIC SIGNS SHALL BE PER SPECIAL PROVISIONS AND INSTALLED ON NEW POST, EXISTING POSTS, OR EXISTING STREET LIGHTS WITH NEW BRACKETS AND STAINLESS STEEL HARDWARE. ALL SIGNS INSTALLED ON SIDEWALKS SHALL PROVIDE 7 FT. MINIMUM CLEARANCE TO BOTTOM OF SIGN (EXCEPT 12" x 18" R26 OR R28 SIGNS). 7. THE CONTRACTOR SHALL REMOVE ALL CONFLICTING TRAFFIC STRIPING AND PAVEMENT MARKINGS BY WET SANDBLASTING PER REQUIREMENTS OF SECTION 310-5.6.6 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK} OR BY A METHOD APPROVED BY ENGINEER. 8. R81 (CA} SIGN TO BE 12" X 8". 9. INSTALL BLUE REFLECTIVE MARKERS AT EVERY FIRE HYDRANT PER CITY STANDARD PLAN STD-902-L. 10.STRIPING DETAILS AND PAVEMENT MARKING SHALL BE PER THE 2010 CALTRANS STANDARD PLANS. -0 0 I ... ' @ INSTALL STRIPING DETAIL 22. @ INSTALL 4" WHITE LINE. @ PAINT RED CURB, LEGTH AS NOTED. = . ' 14+00 - ht 4 MARK ■■THOMAS 16795 VON KARMAN AVE., SUITE 240 IRVINE, CA 92606 (949) 477-9000 M ~ -"' "' 0 ' 15+0 0 - OJ REMOVE EXISTING SIGN AS NOTED. [}] REMOVE AND REPLACE EXISTING SIGN AS NOTED. [] PROTECT IN PLACE EXISTING SIGN. [}J INSTALL SIGN PER CITY STANDARD PLAN 924-L. ® SIGNALIZED INTERSECTION = EXISTING RED CURB TO BE REPAINTED ' . l6+QQ □ GREEN PAINT BACKGROUND ( 18' LONG, WIDTH PER PLAN) ® SIGNALIZED PEDESTRIAN CROSSING No. C70076 Exp. 9-30-20 <l';, CM\, ,@,," 1fi; ap, Cl,l,l'i~ NO. DATE DESCRIPTION OF REVISIONS 17+QQ APPROVAL RECOMMENDED: ANTONY E. BRINE RCE 45521 CITY TRAFFIC ENGINEER DESIGNED: DRAWN: JT PWB APPROVED CHECKED: AV DATE: 09/10/18 . 0 1®. - ' -0 - EJ / / NO BICYCLE cJ RIDING ON 3 BALBOA ISLAND SIDEWALK C 3: 0 L ..0 C. E C. Ol \() "' Ol -'-Ol N '-OCl 0 "' 3: ,:i "' C C. ;: .... (/) :!.., C rn / t--...J ::::, rn I (/) "" / Ill .... ., ., .c (/) >, C 3: ,:i C 0 !?-Ill .... ., ., .c (/) / 0 "" u / C "' Ill ., AS BUiL T 0 / ~ Ill .... C CORRECTIONS BY ____ _ ., E CONTRACT NO. _____ _ ., > 0 L DATE _________ _ C. E ., > L 0 ., "O Ill >, C rn ~ "'" 0 -I'- I a:: SHEET OF / --; 20 39 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT RETAINING WALL No. 1 BAYSIDE DRIVE 10+00.00 TO 15+13.00 CURVE DATA CURVE DATA "RW1" LINE BAYSIDE DRIVE R-6088-S C-7224-1 GUTTER FLOWLINE ELEVATIONS MARK THOMAS AV 08/30/2019 C-7224-1 . . . . . . . . . . . :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: ::::::::::::::::::::::::::::::::::::::: ::::::::::::::::::: ::::::::::::;::························ ••••••••••••••••• . . . . . . . . . . .......................................................................................................................................................................................................................................................................................... . . . . . . . . . . .......................................................................................................................................................................................................................................................................................... . . . . . . . . . •• • • •• • • •• • • •• • • •• TOTAL LEN GTH MEASURED ALONG • "RW1 '' L l NE= 5 13:OQ' • • •• • • •• •• •• • • •• • • •• • • •• • • •• •• •• • • •• • • •• • • •• • • •• • •• • • •• • • •• • • •• • • •• •• •• • • •• • • •• • • •• • • •• •• •• • • •• • • •• • • •• • • •• •• •• • • •• • • •• • • •• • • •• •• •• • • •• • • •• • • •• • • •• • •• • • •• • • •• • • •• • • •• •• •• • • •• • • •• • • •• • • •• • •• • • •• • • •• • • •• • • •• • •• • • •• • • •• i •• 20 t---20_---i -----l .::~ , ~t};.: ~:1~ ! ! ~11~ 1 ,! , , ;,:; , .,, i;! 01 \; i t ' '? ,,1 1, , ~~,,!11 ,ii 1,, ~:r:· , '~t;ii· i ,t~ 1------1 TO: W=14· 1 °-----t T:IWl=ll1141l01717l 111 I l I 711111T1°11W1=1111~11°14131111, 111 I :,:j ~ 11 ~1u1 111 11 __ 1, ,. 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P. 8• : 'l •• I ! •.• ....... ·.•.➔,.-4.·.·.·.·.•.+·······i·······l·····•·:·I·································•·:·•···············I·················•·!=•·I·····················•·'·•·~•.•.•.•.T!:•.o•.•.p•.•.I···o•.•.F•.•.•.•.FI···T•.•.GI···=,,•.1•.l•.11•.•.·•.•4·1·3•.•.•.•.•.•.•.•.•.•.:··:·t·····•·~·•·s·······@·······L···o··=L······································=····························•·'·t······=T···o···p·······o···F·······F···T···G·•==·•·J···2···'···1···Q···•,,.•.•··· J ................ /,___1~0~ ... •: • • •: • • •: • • •: • • •: • •: • • •: • • •: • • •: • • •: • •: • • •: • • •: • • •: • • •: • •: • • •: • • •: • • •: • • •: • • •: • • •: • • •: • • •: • • •: • • •: • • •: • • •: • • •: • • •: • •: • • •: • • •: • • •: • • •: • •: • • •: • • •: • • •: • • •: • •: • • •: • • •: • • •: • • •: • •: • • •: • • •: • • •: • • •: • • •: • t :a r,: •at • :r/c;c:;1 1 ::43 •: • •: • • •: • • • c~~ • @ L oL • • L · OF FTGaot O.82 NOTES: 1. RETAJNJNG WALL FOOTJNG STEP AND JOJNT DETAJLS PER DETAJLS ON SHEET 22 2. CONTRACTOR TO LOCATE ALL EXISTING UTILITIES AND NOTIFY THE ENGINEER OF ANY POTENTIAL CONFLICTS BEFORE THE CONSTRUCTION OF THE RETAJNJNG WALL. 3. REFER TO GEOTECHNICAL ENGINEERING REPORT. No.(~ LINE 1 RW1 2 RW1 10+00 R 751 .00' 843.00' 1-,. T 05°24'44" 35. 50' 23° 13'1 8" 173.22' "RW1 " 1 0+00. 00 BC= 39.50' Lt "CL" 32+05. 73 Beg Ret WALL 'RW1" 9+99.00 UTTER OUTLET 11 +00 :x'i "--' STA ELEV 1 10+00 1 3.48 2 11 +40 1 5. 82 L 3 12+00 1 3.48 70. 94' 4 13+00 1 4. 1 5 341.69' 5 14+00 1 4. 82 6 15+00 1 4. 1 5 , EXTEND SJDEWALK TO WALL FACE. ; STA 11+00 TO 11+60. SEE DETAJL A . ' \...'-,'--'-,'--'-,'--'-,'--'-,'--'-,'--'-,'--'-,'--'-,'--'-,'--'-,'--'-,'--'-,'--'-,'--'-,'--'-,'--'-,'-I "RW1" 10+70.94 EC EXISTING 1 2" ACP / -----J-1.C~~"=""-""E-"'X""l S,_.._T,.,,l..,,N""G""'-1 Z_"_A_C_P -- R/W I -• --SD --s ---GS L AS BUil T CORRECTIONS BY ____ _ CONTRACT NO. _____ _ DATE __________ _ .......... : ................... : ................... : ................... : ......................................................... : ................... : ................... : ...................................... : ................... : ................... : ................... : ............ , .. .......... : ................... : ................... : ................... : ......................................................... : ................... : ................... : ...................................... : ................... : ................... : ................... : ............ , .. .. . . .. . . .. ; ................... ; ................... ; ................... ; ......................................................... ; ................... ; ................... ; ...................................... ; ................... ; ................... ; ................... ; ............ , .. . :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: ::::::::::::::::::: ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::i::························ ••••••••••••••••• .......... : ................... : ................... : ................... : ......................................................... : ................... : ................... : ...................................... : ................... : ................... : ................... : ............ , .. .......... : ................... : ................... : ................... : ......................................................... : ................... : ................... : ...................................... : ................... : ................... : ................... : ............ , .. .......... : ................... : ................... : ................... : ......................................................... : ................... : ................... : ...................................... : ................... : ................... : ................... : ............ , .. .......... : ................... : ................... : ................... : ......................................................... : ................... : ................... : ...................................... : ................... : ................... : ................... : ............ , .. 12+00 13+00 14+00 15+00 ELEVATION FG /' 2·.;-::·w1Di -,_ ·-----, --~,-n ----;i\ HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 4' ;, 12" WlDE (STA 10+60 TO STA 11+65) <, ,, ,,----------------------------------------------------------(2\ ' j/ /.,,_..._A_.,.._A_A._A_A._A_A. A. A. A. A. ~-A,_Aj-._A_A_A_,,_A_,,_A_.~ _,...../ i , EASEMENT R W SJDEWALK EXTENSJON PLANTJNG OPENJNG WALL LOL 60'-011 I DETAIL A '--CURB & GUTTER ) ~I GUTTER PER SSPWC PLAN 617-3. I (OUTLET DETAIL, SEE SHEET 11) L_ 3.5' SPLJT FACE MASONR (HEJGHT PER PLAN) SEE NOTE 1 '-,,,,,2~#5 BUNDLED RETAJNJNG WALL 1t---6c-;c1~2""" d-'!-,,_,_-""-~----'-1-"6=· 5,_'-~----'l1c \....,.~"-.,A~"-.,A~"-.,A~"-.,A~"-.,A~"-.,A~"-.,A~"-.,A~"-.,A~"-.,A~"-.,A~"-.,A~"-.,A~"-.,A~"-.,A~"-.,A~"-.,A~"-.,A~"-.,A~"-.,A~"-.,A~"-.,A~"-.,A~"-.,A~"-.,A~"-.,A~"-.,A~"-.,A~~-' PLANTER! '--. 3' #6 j @1 6 '-,,, EX STORM DRAJN 1 5" RCP --- - --s ---GS "RW1" 11 + 71.46 BC "RW1" 12+00.00 GUTTER OUTLET EXISTING 12" ACP 12 00 S CROSSJNG • D.E4-A I SHEET 11 . ---GS WALL LOL --s CONSTRUCTJON LlNE PLAN SCALE: 1" = 20' TC s --GS --- ------- -s ---cs 3' ---;,, /Y) -' -s ,., '.;S ,co_, ___ _ --- - - -----cs ~~-CROSSING ~'ti.-QrTAIL E 0 N SH IT7"--1-1~ -cs 3' HIGH CUT EXJSTING 1 2" ACP ~1~0 -EC"' 38.00' Lt "CL" END Ret WALL 37+06.61 "RW1" 1 5+1 2.00 GUTTER OUTLET C ~ a ~ .Cl C. E C. <O 0 '<I' Ol "'-Ol N '-00 0 -Q) "' ,!.,, a i ..J ::::, m I (fl 5-"' -Q) Q) .c (fl >, a ~ "' a a !?-Ill -Q) Q) .c ~ 0 <( ;:!-- c -~ Ill Q) ;3- ~ Ill -C Q) E ~ e C. E .------------------------------.---,-/\--,----"T"-------------------...------,.-----------,---------------------------------1 -~ /1\ 01/15/19 ADDENDUM #3 APPROVAL RECOMMENDED: 0 MARK ■■THOMAS 16795 VON KARMAN AVE., SUITE 240 IRVINE, CA 92606 (949) 477-9000 No. C7007 xp, 9-30-2 CIVI\, /2\\ 08/30/19 AS-BUILT _:g -~ PATRICK ARCINIEGA RCE 70740 SENIOR CIVIL ENGINEER a m ~ l--+------11----------------------+-----r.:D:-:E:::Sl:::GN:::E=D~: --..D:-:R:--:-A-::'.WN:7:---;----------------------"""T-------; j::: JT PWB 1----------1 ri: NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DATE: SHEET OF / .._ __________________________________________________________ ....., ____________________________ _.__....._ ____ ..._ ___________________ .._ __ ....., _____ AV...._ __ O_9..._10.._1 .. B...._ _____________________ ._ ______ .....,-'; 21 39 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT RETAINING WALL No. 2 JAMBOREE ROAD 10+25.00 TO 12+00.00 CURVE DATA "JAM" CONSTRUCTION LINE "RW2" LINE JAMBOREE ROAD BAY S I D E D R I V E R-6088-S C-7224-1 GUTTER FLOWLINE ELEVATIONS MARK THOMAS AV 08/30/2019 C-7224-1 : . . . . . . . . . . . . . . . . . . . ' ............................................................................................... : ......................................................... : ................... , .. . . . . . . . . . . . . . . . . . . ' 1------1 · .............................................................................................. : ......................................................... : ................... ' .. . . . . . . . . . . . . . . . . . . ' ............................................................................................... : ......................................................... : ................... , .. . . . . . . . . . . . . . . . . . . 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' ............................................................................................... : ......................................................... : ................... , .. . . . . . . . . . . . . . . . . . . ' 1------i . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................. : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................. : ................... ! .. . . . . . . . . . . . . . . . . . . ' ............................................................................................... : ......................................................... : ................... , .. . . . . . . . . . . . . . . . . . . ' ............................................................................................... : ......................................................... : ................... , .. : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : • : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : TOTiit.:: :u::NciTH : :f,H'.AsUi'it ti : :At:Cif,/(;:: :"RW2":: l:JNt:.:: :ioo :oo'::::::::: : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • : • • • ~;~·.rii', • • • • • • • • • • • • • • • • : : : : : : : : : : : : : : : : : : : • : : : : : : : : : : : : : : : : : : : • : • • • • • • • • • • • • • • • • • • : : : : : : : : : : : : : : : : : : : : • : : : : : : : : : : : : : : : : · · · • · · · · · · · · · · · · · · · · · · · , · · · · · · · · · · · · · · · · · · · , · · · · · · · · · · · · · · · · ... l . : : : : : : : : : : : : : : : : : • : : : : : : : : : : : : : : : : : : : • : : : : : : : : : : : : : : : : : : : • : : : : : : : : : : : : : : : : : : : • : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : 1------i f--------1 1---40----1··················· ......................................................... +Ai~g l• ~ .... hJt~.t' /,,~ .. 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LOCATION OF BEDROCK SHOWN IS APPROXIMATE, AFTER FOOTING STRUCTURAL EXCAVATION AND BEFORE FOOTING CONCRETE IS CONSTRUCTED, THE CONTRACTOR SHALL VERIFY BEDROCK LOCATIONS AND NOTIFY THE ENGINEER OF ANY ABNORMALITIES FOUND, IF ANY, FOR REVIEW. 2. CONTRACTOR TO LOCATE ALL EXISTING UTILITIES AND NOTIFY THE ENGINEER OF ANY POTENTIAL CONFLICTS BEFORE THE CONSTRUCTION OF THE RETAINING WALL. 3. RETAINING WALL FOOTING STEP AND JOINT DETAILS PER DETAILS ON SHEET 22. ----I- ------ ··············EL:.z2.66 EL 22 i 00 ·······FoonNG DEPTH = L5o' ················••:•I ·• ... FODTiNG DEPTH=2,oo··········· ,IFOOTIN:L~::~::2.5o•·l •••••••:•••APPROXIMAIE .TOP OF . BEDROCK:sEENO:fE :1::·· . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . "RW2" 1 0+00.00 BC = 38.00' Lt "JAM" 15+85.25 Beg Ret WALL - - GUTTER (L=195.00') -- 11 +00 ELEVATION HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 4' --r. ------ 11 RW2 11 10+72.68 EC 38.00 Lt 11 JAM11 --------r. ---------------·.-..-z::::_~- J.-----'---S4_5_0 _09_'_1 3"E --GS--T --GSzg_59' ---G ---11 +00 --- --w-----~w ------w------TC ----+-W--W-ALL LOL f- l I 12+00 ---- "RW2" 11 +99.00 GUTTER OULET TO CURB -- -------, --- 1 B+oo -T --+---- ( -; -__ \-i - 18+00 PLAN SCALE: 1" = 20' "x-\ l"-'j STA ELEV 10+05 39.33 2 10+60 36.00 3 11 +30 29.67 4 12+00 24.67 No.\") 1 19+00 // LINE R RW2 379.00' l::,. 1 0° 57'27" I 0 _J T L 36.35' 72.48' 01' ._, (_ AH,I_I\JC 1/1.'ALL ~ I lie :.:f f I G ~..- _J./ □@ t) ··-._ =k:• C) I 8 ~., ____ _ • 1;:::::::::;i • • • 7 C') <I: _J L... 11 TYPICAL SECTION NOT TO SCALE AS BUiL T CORRECTIONS BY ____ _ CONTRACT NO. _____ _ DATE __________ _ C ~ a ~ ..Cl C. E C. <O 0 '<I' Ol "'-Ol N '-00 0 -Q) "' :!.., C i _J ::::, rn I (fl 5- 1/J -Q) Q) ..c (fl >, C ~ -c C a !?-Ill -Q) Q) ..c ~ 0 <( ;:!-- c -~ Ill Q) ;3- ~ Ill -C Q) E ~ e C. E .-----------------------------...... ---,----"T"-------------------....... ----,.-----------,---------------------------------1 -~ APPROVAL RECOMMENDED: ,s MARK ■■THOMAS 16795 VON KARMAN AVE., SUITE 240 IRVINE, CA 92606 (949) 477-9000 No. C7007 xp, 9-30-2 c.rvn., PATRICK ARCINIEGA RCE 70740 SENIOR CIVIL ENGINEER Q) -c -~ C rn ~ l----+-----11---------------------+-----r.:D:-:E:::Sl:::GN:::E=D~, --..D:-:R:--:-A-::'.WN:-:-,---;----------------------"""T-------; j::: JT PWB 1----------1 ri: ...._ __________________________________________________________ ......, ____________________________ ..... _N_o_ • .....__D_A_T_E_...._D_Es_c_R_1P_TI_o_N_o_F_R_E_V1_s_1o_N_s ___________ .._AP_P_R_o_VE_D...._c_H_Ec_K_E_D, __ AV......_D_A_lE_:0_9 __ 10....._1_s...._ _____________________ ._s_HE_E_T ___ o_F __ ..,~ 22 39 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT RETAINING WALL DETAILS BAYSIDE DRIVE R-6088-S C-7224-1 PLAN NOT TO SCALE STORM DRAIN AT RW1 DETAIL E MARK THOMAS AV 08/30/2019 C-7224-1 4" (100 mm) (125 mm) TYPICAL GUTTER ETAIL z :,; 3"x12" (75 x 300 m) OVERFLOW SCUPPER WHERE HOWN • (0 ON PLANS----:--r---.c--, 2" ...,, ___ GRATE (50 m) ri~ mm) ALL DRAIN DETAIL GUTTIER ELEVA N " (150 x 50 mm) STD PIPE -3/4" o" (20 x 250 mm) S TS N PIPE, #5 x 7" REINF (#16M x 175 mm) TACK WELD TO TOP OF PIPE; END FLUSH WITH PIPE 3" 75 mm EQ LY SPACED RECESS FOR PIPE+--+---..- 1" MIN 25 mm WALL ORA 1 " MIN '--PLASTIC PIPE 00 mm) WITH PIPE DOME GRATE DETAIL SIZE TO FIT STANDARD HUBS STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD LAN REINFORCED CONCRETE RETAINING WALL DETAILS 617- SHEET 6 OF 8 H=6'-0" (1830 mm) EXPANSION JOINT EA 100' (30 m) MAX CEMENT MORTAR CAP H=4'-8" (1420 mm) 16" (406 mm 1020 mm ---, -1- 1 I I a EXTEND CAULKING 6" (150 mm) BELOW FINISHED GRADE OMIT MORTAR FROM VERTICAL JOINT IN FIRST COURSE ABOVE FlNISHED GRADE AT 2'-8" (813 mm) CENTERS FOR WEEP HOLES. FILL ALL CELLS WITH GROUT. ELEVATION FINISHED GRADE, FRONT FACE ~1/4" (6 mm) PREMOLDED EXPANSION JOINT FILLER JOO DD~ I H=6'-0" I H=4'-8" I H=3'-2" I 0(1830 mm)' '(1420 mm) Z1020 mm)' ~ E ~--_J l~--~~:#5 (#16M) 1·"' ~ " .----0 #5 @ 12" 24 ~ (#16M @ 300) (500 mm) ELEVATION CAULKING -1" MIN (25 mm) ,,--LOL SECTION A-A PLAN 12" (300 mm) FOOTING STEP DETAILS STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN MASONRY RETAINING WALL 618-3 SHEET 2 OF 3 MARK "'~ THOMAS ■ ■ .. 16795 VON KARMAN AVE., SUITIE 240 No. C7007 IRVINE, CA 92606 (949) 477-9000 . 9-30-2 11\ 01/15/19 / \ i \ f,. 12' 08/30/19 ~ NO. DATE BUNDLE 2-#6 2 SETS EACH SIDE 1" POLYSTYRENE #6@16 0 I " 1 211 CMU BLOCK WALL (2., --.:.. ~Op(' i---FG I '--.. ~ /.:2:1 SLOPE OR FLATTER )-{... WALL GUTTER DRAINAGE, J OG_/ '-J..2CATIONS PER PLAN, :::, '--.. SEE NOTE 2. ~I ......____ ......____ ~I ......____ ADJUST BARS AS NEEDED L -5'BENCH-7 I I L{) I I .... 1 :::J ~I 0 .'." I L{) EXCAVATION y - (SOIL MITIGATION) -5'"73ENCH PERMANENT SIDEWALK EASEMENT -3.5' #6 j @16 (ADJUST AS NEEDED) ......____ ..._____ ..._____ ..._____ r ,-"1_-::__-_-_-_-_-_-::__-_-_-::__-_-_.::,--it_-_-::__-_-_-::__-_-::__-_-_--::__i~ -, -'- ,- 1#6@16 I I J I ----=--7 I . 1 s" I 1: SD \~ l \{ACP)i l EXISTING -----, I CONC ENCASEMENT NOTE 1. FOOTING TO BRIDGE OVER 1 2" ACP. FOOTING OVER SD PIPE SHALL BE REINFORCED PER DETAILS ON SHEET 23. NOTE 2. WALL GUTTER TO DRAIN TO CATCH BASIN {BROOKS, MODEL 1818CB OR EQUAL) AND DRAINED USING 4" PVC DRAIN PIPES CONNECTED TO EXISTING SD PIPE. AS BUILT CORRECTIONS BY _____ _ CONTRACT NO. _____ _ DATE _________ _ ADDENDUM #3 APPROVAL RECOMMENDED: AS-BUILT DESCRIPTION OF REVISIONS PATRICK ARCINIEGA RCE 70740 SENIOR CIVIL ENGINEER DESIGNED: DRAWN: JT PWB APPROVED CHECKED: DA TE: AV 09 10 18 C ;< 0 L .0 C. E □ r---N IX) 0) -::::. 0) 0 '-.. (J) 0 "' ;< 'O " □ ...., Q) 0 -□ 3:: -Q) "' !.. □ rn / >-...J :::J rn I (/) <( / " ...., Q) Q) .c (/) >, □ ;< 'O □ 0 ~ " ...., Q) Q) .c (/) / 0 <( u / C .'? " Q) 0 / ~ " ...., C Q) E Q) > 0 L C. E Q) ."'. L 0 Q) 'O ·;; >, □ rn ~ -st 0 -r--- I "' SHEET OF / -'; LA N E BIK E LA N E BIK E LA N E BIK E LA N E BI K E BIK E LA N E BIK E LA N E BIK E LA N E BIK E LA N E BIK E LA N E BIK E LA N E LA N E POLE SCHEDULE POLE DATA No TYPE HEIGHT MA MA LUMINAIRE LED* SIGNAL MOUNTING POLE PED PPB 24-4-100 24-4-100 1A 24-4-100 1A 30' 30' 30' 10' 30' 10' 35' 35' 35' - 35' - 12' 12' 12' - 12' - 200 200 200 - 200 - 2MAS 2MAS 2MAS - 2MAS - SV-3-T SV-3-T SV-1-T TV-1-T SV-1-T TV-1-T SP-2-T - 2 I.I.S.N.S LEGEND**SIGNAL 1 3 5 6 8 MA ARROWØ SP-1-T 24-4-100 SP-2-T SP-1-T SP-1-T SP-1-T Marine Bayside Bayside Jamboree - - CONDUCTOR SCHEDULE AWG SIZE POLE 12CSC VEH-PED No Ø SIGNAL PPB Ø PPB 3CSC TOTAL CABLES CONDUIT SIZE 6 SMFO LUMINAIRE#10 IISNS#12 -- -- 1 - -- -- -- 1 - 1 2 - - 2 1 -- -- 2 2 1 1 - 1 2 2 2 - 2" 2 2 - 3" 2 2 - 4" 2 2 - 4" 2 2 - 4" 2 2 - 2 2 1 - 1 1 1CCTV CABLE - - -CAT5E C-7224-1 PLANS PREPARED BY: 1700 Carnegie Avenue, Suite 100 Santa Ana, CA 92705-551 Phone: (949)270-9480 Fax: (949) 270-9481 R-6088-S 39 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-7224-1 ITERIS, INC. PMF 09/09/2019 C-7224-1 23 BAYSIDE DR AT PHASE DIAGRAM Ø1 Ø2 Ø3 Ø4 Ø5 Ø6 Ø7 Ø8 1 2 3 4 5 7 8 3 5 6 8 1 SCALE: 1"=20' 15 1 3 5 67 8 4 BAYSIDE DR J A M B O R E E R D M A R I N E A V E SCALE: 1"=10' ALL CONDUITS AND CONDUCTORS ARE NEW UNLESS OTHERWISE SPECIFIED: (E) DENOTES EXISTING 185' TO BACK OF X-WALK 11 5 ' T O B A C K OF X - W A L K 195' TO BACK OF X-WALK 1 9 5 ' T O B A C K O F X - W A L K 1-Ø6 3-Ø6 2-Ø6 1-Ø1 3- Ø 8 1-Ø5 1- Ø 4 1- Ø 7 2- Ø 4 1-Ø2 2-Ø2 3-Ø2 Ø2B 4- Ø 8 1- Ø 3 1-Ø8 2-Ø8 4 (8) LOOPS 4 (8) LOOPS 4(8) LOOPS 4(8) LOOPS 4 (1) LOOP 4 (1) LOOP 4 (1) LOOP 4(2) LOOPS 7 8 EX. 1.5"C EX. 2#12 NEW 1-DLC 7 5 1 2 3 4 NEW 2"C NEW 1-DLC EX. 1.5"C EX. 2#12 NEW 1-DLC EX. 1.5"C EX. 2#10 NEW 1-DLC EX. 1"C EX. 2#10 NEW 1-DLC EX. 1"C NEW 1-DLC EX. 1.5"C EX. 2#12 NEW 1-DLC 1,3,4,6,4P,6P 4 3,5,6,8,6P,8P 6 2,5,2P - 7,8P 2 4,7,4P 1,2P 4 5 6 A -A B B A -A ECR BC R POLE LOCATION DETAIL CC BPB 8 ARROWØ PPB 4'-7" - - ---2 --6 4 2SCALE: 1"=10' 4 CONSTRUCTION NOTES: (THIS SHEET ONLY)LEGEND: (THIS SHEET ONLY) 5 6 Ø3 Ø8 Ø8 Ø6 Ø3 Ø6 Ø1 Ø1 Ø4 Ø4 Ø7 Ø2 Ø2P Ø2 Ø5 Ø4P Ø6P Ø6P Ø8P Ø4P Ø8P Ø2P ---- - -- 1 -22- 6 Ø1 Ø3 DLC - 1 1 1 -1 - -1- 1 - Ø4 - - - -1- - - 1 -1- 1 1 2 1 TOTAL Ø6 Ø5 Ø2 - - -44 -4 - - -4- 4 4 - - -1- -1 - 4 4 44 -4 Ø7 Ø8 Ø4 Ø5 -- -- -- 1 - 1 2 1 2 1 - -- -- --2 1 -2 2 1 1 - 1 2 8 118112345342311 A POLE B -4.5' 3' -12' 2' -2.5' 2.5' -1.5' 2.5' 8' 2.5' -1.5' 2.5' 1' 4' BPB Ø - - - 8 - 4 - - -- - - AB (8) LOOPS AB (1) LOOP AB (8) LOOPS AB(8) LOOPS AB (1) LOOP AB(1) LOOP AB(2) LOOPS AB(8) LOOPS 1-3", 2-3" (E) - 5 5 10 5 17 18 4 7 PPB 4'-7" - - ---4 ---9.5' 2' -----2 -24- 8 -----26 7 1 1 4 4EVP CABLE 1 1 1 8 8 8 7 4 5 10 ' 10' 10 ' 10' 10 ' 6' 11 ' 10 ' 10 ' 10 ' 7' 19 ' 11 ' 11 ' 10 ' 7' 20'11'11'12' 14' 12' 12' 11' 20' 10' 6' EX. 3" C EX. 6 SMFO EX. 3" C EX. 6 SMFO TO COAST HWY. 12' 10 ' 6 F= 1 5 ' F= 1 5 ' F=14' F=16' Ø7 CC -- 9 12 PERCENT FILL (%)24 26 20 28 17 34 29 SCALE: 1"=10' 5 Ø6 2 - 6 1 -- -- -- -- -- 2 1 2 - - - 1 - - 1 - 2 2 2 - 21 3" 8 12 4 6 8 6 NEW 1"C NEW 1-DLC EX 1"C NEW 1-DLC 13 13 9 R/W R/W R/W R/W R/W R/W R/W R/W 82 ' 92' 68' R/W 74 ' 32 ' 32 ' 32' 26'20' 28 ' 1 2 3 1 2 3 1 1 2 1 1 3 3 3 3 3 3 *LED FIXTURE SHALL BE GE EVOLVE SCALABLE SPECIFICATION GRADE COBRAHEAD (ERS2-0-E3-D1-7-40) OR APPROVED BY CITY ENGINEER. SEE SPECIAL PROVISION. ** IISNS SIGNS SHALL BE EDGE-LIT LED WITH CUSTOM SIGN PANELS PER SPECIAL PROVISIONS. 10 11 11 10 32' 30 ' 2-4" 5' 13 ' 10' 12' 3' 13 ' 18' 10' 14 7 CC 2 2' MAX 3' - 6 " PASSAGEWAY TS POLE OR PPB POST PPB ASSEMBLY POLE PLACEMENT DETAIL TRAFFIC SIGNAL MODIFICATION 7 2 -- ------1 1721111 1 1--- ALL EQUIPMENT IS NEW UNLESS OTHERWISE SPECIFIED: (E) DENOTES EXISTING. POLES AND FOUNDATION PER 2010 CALTRANS STANDARD PLANS. JAMBOREE RD - MARINE AVE 1 2 4 3 Ø3+Ø8 Ø2+Ø5 Ø1+Ø68 Ø6B Ø4+Ø7 6'x 1 0 ' 6' x 1 0 ' BC 14 9 - - -----8-- ----PPB 4'-7"9 9 - 8 - -- -1 -- -1 -- -1 1 1 -1 -- -- -- -- 1 1 -1 1 1 -1 - 15 1 1 1 1 1 1 1 11 1 1 1 1 1 1 t _J □ □ □ □ □ □ □ □ □ □ □ □ □ □ - \ -l !! ..., ____ ....,. .._ ____ ., II L FURNISH AND INSTALL NEW #6 PULL BOX. FURNISH AND INSTALL NEW #5 PULL BOX. REMOVE EXISTING PULL BOX. \-,-,----..: - - IL G INSTALL TYPE £ AND MODIFIED TYPE £ DETECTOR LOOPS PER CITY STANDARDS. INSTALL CALTRANS TYPE D BICYCLE LOOP. I / RELOCATE EXISTING DOM£ CCTV CAMERA TO NEW SIGNAL POL£. CAMERA SHALL 8£ POINTED TOWARDS MIDDLE OF INT£RS£CT/ON. REMOVE EXISTING SIGNAL POL£ AND FOUNDATION COMPLETE. TEMPORARY SIGNAL POL£ DURING CONSTRUCT/ON OF PROPOSED POL£ PER POL£ SCHEDULE. INSTALL NEW £VP DETECTOR AS SHOWN ON PLAN. REMOVE EXISTING CAB/NIT COMPLETE INCLUDING EXISTING FOUNDATION. RELOCATE EXISTING FIBER PATCH PANEL AND ETHERNET SWITCH TO NEW CAB/NIT. FURNISH AND INSTALL NEW N£MA TYPE P CAB/NIT ASSEMBLY COMPLETE, NEW TYPE If SERVICE CAB/NIT, £CONOLIT£ COBALT ATC CONTROLLER, AND £M£RG£NCY VEHICLE PREEMPTION ON NEW FOUNDATION WITH ALL NECESSARY EQUIPMENT TO PROVIDE TH£ INTENDED OPERATION SHOWN. COMPLETE ALL NECESSARY CONNECTIONS. FURNISH AND INSTALL NEW BATTERY BACKUP SYSTEM IN SEPARATE ENCLOSURE. MOUNT ONTO NEW TYPE P CAB/NIT. REMOVE AND SALVAGE EXISTING STREIT NAM£ SIGNS. REMOVE AND SALVAGE EXISTING BIKE PUSH BUTTON POL£. FURNISH AND INSTALL NEW #6£ PULL BOX. FURNISH AND INSTALL NEW TRAFFIC RATED #5 50+0Cb7 G - ' C I r -- s I, ii -_,, -\ ---- 0 TYPE £ LOOP DETECTOR PER CITY STANDARDS 0 6'x1O' LOOP DETECTOR PER CITY STANDARDS 0 D r MODIFIED TYPE £ LOOP DETECTOR PER CITY STANDARDS CALTRANS TYPE D BICYCLE LOOP NEW N£MA TYPE P CAB/NIT WITH SID£ MOUNTED BBS CAB/NIT EXISTING DOM£ CCTV CAMERA NEW #5/#6/#6£ PULL BOX OPT/COM DETECTOR <, .. ' '- -----+ 52+00 0 O 0 '-•. ...... ----. ....... NO. I \ s \ I I I I I \-- \ I I I I 09/09/19 DATE AS-BUILT I \ ' ' I \ ' ' ' .... .... .... .... .... .... ]-I -I I ..., I DESCRIPllON OF REVISIONS ~ APPROVAL RECOMMENDED: ANTONY BRINE, RCE 45521 CITY TRAFFIC ENGINEER DESIGNED: DRAWN: PMF EKS APPROVED CHECKED: DA TE: PMF 12 17 18 I I I I I I I I I I I I I I I I I I >, Q) Q. .c <I) Q) E Q. " 0 CD 0) "-0) 0 ' 0) 0 c,, ;, u ~ ·-:, .0 I <I) 0 0 0 :::, _J -0: z c., (f) 0 0 CD 0 I co ---, / <I) c., u C 0 u 0 u 0) / .c () 0 Q) m ~ ~ 0 Q. ;, Q) z Q. AS BUILT E Q) > ·c: 0 Q) u CCJl,ITl?f.CT • 1,-______ _ 'i2, I A. I -__________ _ 0 m 0 0 "' 0 I co ---, / <I) .0 0 --, / co / (f) o:'. w (f) ::::, SHEET OF / --, BIKE LANE LANE BIKE BIKE C-7224-1 PLANS PREPARED BY: 1700 Carnegie Avenue, Suite 100 Santa Ana, CA 92705-551 Phone: (949)270-9480 Fax: (949) 270-9481 R-6088-S 39 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-7224-1 ITERIS, INC. PMF 09/09/2019 C-7224-1 SCALE: 1"=40' 24 COAST HWY & JAMBOREE RD DETECTION SCALE: 1"=40' SC JA M B O R E E R D SC SC COAST HWY B A Y S I D E D R 1 1 1 1 1 CONSTRUCTION NOTES: (THIS SHEET ONLY) (2) LOOPS (10) LOOPS (2) LOOPS (8) LOOPS COAST HWY & BAYSIDE DR DETECTION LEGEND: (THIS SHEET ONLY) SC COAST HWY 2 0 5 ' T O B A C K O F X - W A L K 18 5 ' T O B A C K OF X - W A L K (10) LOOPS AB (10) LOOPS (2) LOOPS AB (2) LOOPS (8) LOOPS (2) LOOPS AB (8) LOOPS AB (2) LOOPS R/W R/W R/W R/W R/W R/W LOOP REPLACEMENT --. \ I ~ w \ \ • I s .1 -s----\ , \ -, n ----•--------w w • w -------------------------- --------- □ INSTALL TYPE: E: AND MODIFIED TYPE: E: DDECTOR LOOPS PER CITY STANDARDS. 0 TYPE E: LOOP DETECTOR PER CITY STANDARDS 0 MODIFIED TYPE: E: LOOP DETECTOR PER CITY STANDARDS _J_ I I - -I ------ ------------ -------- I 1 ,. I . I Ii I Ii I 1! I II I I ,., 11 I I ,/1 I I I I I I I I ' 1' I I I I -1: ffi ! I I 1\ I \1 \\ \ \ II I ,I I \ r., ' ' I \ I \ ~ \ I ' I \ I ,, ffi ' I \ \ \ \ \\ I I \, \ \ \ \ G) '\ \ I \ \ \_ \ -I il I ~r1 ·1 , I I\ I ' ,,_ I\ ,- \ I\ , , ,-_ :li. '\ \,_ \ \\\ \ \ -\ \ , AS BUILT 1 I 1 \J I -L ,_.' ·--· , IIU ________ _ ['LT=------------_ . .,'· - >, " Q_ _r: '" " E "-" 0 '° ::, _Q I '" 0 0 0 :,; __J <( z ('.) ui 0 0 '° 0 I DJ cl C: 0 cl 0 u 0) / _r: () 0 " rn " > 'C: 0 " cl ,~ 0 rn 0 0 r-------------------------::::;;;;;;;;:;:;;;;:::-----T--,----,-----------------------r---TiiPi'RIJV1\LR8C01;iMiEN1lli~-1----------------------------------7 ~I APPROVAL RECOMMENDED: ~ ~ ---0 / '" _Q 0 ? ANTONY BRINE, RCE 45521 DJ , 72982 DESIGNED: DRAWN: L-J----+--------------------J----~~ii{iC\~TY~TR~A~F_!:!FlfiC~E~N~G~IN~EE:!:R!.._i _____________________ 7 _______ I ~w PMF EKS 1-----------1 U1 L __________________________________________________________ _J ____________________ ~~~,'.:'.~~,.;~~::'.'.".':._ __ J_~N~o.:..l_...'.D~A'._'.T'.::_E_J_'.:D~Es~c:'.:R'.'..'.1P:_:11~0:N_:O~F_:R~E:.:~:.::s:::10::.:N.:'..s ___________ LAP~P__:_R:::O__:_VE=Dic_H_Ec_K_ED_:~PM~FcLD_A_TE_:_,_.12:L'__171_j_1__18':'L _____________________ __.__s_HE_E_T ___ o_F __ ~~ H E R E W A I T H E R E W A I T HE R E WA I T HE R E WA I T BIK E LA N E BIK E LA N E B I K E L A N E BI K E LA N E BIK E LA N E C-7224-1 PLANS PREPARED BY: 1700 Carnegie Avenue, Suite 100 Santa Ana, CA 92705-551 Phone: (949)270-9480 Fax: (949) 270-9481 R-6088-S 39 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-7224-1 ITERIS, INC. PMF 09/09/2019 C-7224-1 25 BAYSIDE DR PEDESTRIAN SIGNAL PHASE DIAGRAM Ø1 Ø2 Ø3 Ø4 Ø5 Ø6 Ø7 Ø8 SCALE: 1"=20' CONDUCTOR SCHEDULE AWG SIZE POLE 12CSC No Ø SIGNAL PPB Ø 3CSC TOTAL CABLES CONDUIT SIZE SERVICE#8 LUMINAIRE#10 IISNS#12 -- 1 1 1 1 1 1 1 1 2 2 2 2 - 3" - - 3 2-3" POLE SCHEDULE POLE DATA No TYPE HEIGHT MA MA LUMINAIRE LED* SIGNAL MOUNTING POLE PED PPB 19-3-100 30' 30' 20' 15' 200 MASSV-1-T SV-1-T SP-1-T 4 - SIGNAL 1 2 MA ARROWØA POLE SP-1-T PHASE DIAGRAM Ø1 Ø2 Ø3 Ø4 Ø5 Ø6 Ø7 Ø8 1 2 2 1 I.I.S.N.S LEGEND** PED XING 1 RS RS 2 1 3 BAYSIDE DR 2 CONSTRUCTION NOTES: (THIS SHEET ONLY) MAS PED XING17-3-100 30'15' 200 RS RS RS 1 2 NEW 3"C 2#10(LUM) 2#12(IISNS) Ø6 Ø6 Ø4P Ø4P Ø2 Ø2 B 6.5' 5' 2,4P 4 6,4P - A B POLE LOCATION DETAIL ALL CONDUITS AND CONDUCTORS ARE NEW UNLESS OTHERWISE SPECIFIED: (E) DENOTES EXISTING; (R) DENOTES REMOVE 3 R5-6 (MOD.) 4 POLE COMPLETE POLE COMPLETE POLE COMPLETE 3 INSTALL 2"C WITH 2#8 (SIG) POLE COMPLETE *LED FIXTURE SHALL BE GE EVOLVE SCALABLE SPECIFICATION GRADE COBRAHEAD (ERS2-0-E3-D1-7-40) OR APPROVED BY CITY ENGINEER. SEE SPECIAL PROVISION. **IISNS SIGN SHALL BE BLACK TEXT ON YELLOW BACKGROUND 10 10PERCENT FILL (%) 86 ' 86 ' 38 ' 32 ' 38 ' R/W R/W R/W R/W 5 6 6 5 6 6 5 6 (THIS SHEET ONLY) LEGEND: (THIS SHEET ONLY) 2' 9' 32 ' OCTA BUS STOP 4 10' 11' 11' 10' 6' 6' 8' 8' 8' 6' 10' 11' 8' 11' 10' 6' 10' 10' 3' 13 ' 3' 13 ' OCTA BUS STOP7 7 TRAFFIC SIGNAL MODIFICATION 1 2 -4---- -7'-1.5'-3 PPB 4'-7" - 3 4 - - - -- 1 1 1 1 1 I 0 0 IEI D Iii I I I TYPE E LOOP DETECTOR PER CITY STANDARDS MODIFIED TYPE E LOOP DETECTOR PER CITY STANDARDS NEW NEMA TYPE P CABINET WITH SIDE MOUNTED BBS CABINET NEW #5 PULL BOX NEW TYPE Ill-BF SERVICE ENCLOSURE / FURNISH AND INSTALL TYPE M CABINET ON NEW FOUNDATION WITH NEW ECONOLITE COBALT ATC CONTROLLER. .... .... □ □ □ □ □ □ □ FURNISH AND INSTALL TYPE Ill-BF ENCLOSURE ON NEW FOUNDATION. REMOVE AND SALVAGE EXISTING SERVICE CABINET AND FOUNDATION. RELOCATE EXISTING SIGN TO NEW SIGNAL POLE. REMOVE AND RELOCATE EXISTING SIGN. FURNISH AND INSTALL NEW #5 PULL BOX. REMOVE EXISTING PULL BOX. INSTALL RELOCATED SIGN ONTO NEW SIGN POST AND FOUNDATION COMPLETE. ) g ---------- s ---- -- 09/09/19 AS-BUILT ND. DATE DESCRIPTION OF REV1SIONS -- ------------- _, 3+00 -s - ---/ -------_-:::::-:::::-::-:_:=~ :st\_ ____ ------ APPROVAL RECOMMENDED: ANTONY BRINE, RCE 45521 CITY TRAFFIC ENGINEER DESIGNED: DRAWN: PMF EKS APPROVED CHECKED: DA TE: PMF 12 17 18 ------ 0 1 ...! ~oo ' AS BUILT • I I I I t 1,1n ''--',, _______ _ I );c I -__________ _ >, " (l_ .c 1/) " E Q_ " 0 "' m '--m 0 ..____ m 0 "' " u ~ ·-::, .0 I 1/) 0 0 0 ::;; _J <( z "' uj 0 0 "' 0 I CX) ~ ..., / 1/) "' u C 0 u 0 u m / .c u 0 " m ~ ~ 0 Q_ " " z Q_ E " > ·c: 0 " u -~ 0 m 0 0 "' 0 I CX) ~ ..., / 1/) .0 0 ..., / co / (/) O:'. w (/) ::::, SHEET OF / ..., M A T C H L I N E - S T A 1 9 + 5 0 - S E E S H E E T I P - 2 MA T C H L I N E - S T A 1 4 + 5 0 - S E E B E L O W L E F T MA T C H L I N E - S T A 1 4 + 5 0 - S E E A B O V E R I G H T PA C I F I C C O A S T H W Y BAYSIDE DRIVE BAYSIDE DRIVE 39 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6088-S C-7224-1 39 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6088-S C-7224-1 AL O H A D R I V E 26 IP-1 IRRIGATION PLAN BAYSIDE DRIVE FROM 10+00 TO 19+50 40'20'10'0' FOR IRRIGATION NOTES AND LEGEND SEE SHEET IP-5 NO WORK - THIS SHEET AS BUILT MARK THOMAS AV 08/30/2019 C-7224-1 ' I I I ' ' ' I ' I ' ' ' ' I ' I I I ' ' I I ' I I ' I I ' ' I ' ' I I I ' I I ' I ' I I I I I ' I ' ' I ' I ' ' I ' ' ' ' ' I ' I I ' ' ' I ' ' ' ' ' I ' I I I I ' ' . / -=!ib==~"~:k-====-===f=======6~=======L=1!□~E ,!dl=,=~========~=6======'=~~~~==========1,j,,,,J ,, w--· I /,,/ ~ ____________ w_ _______ -_1-----w------w----_l_w------w------w------w------w------w------w------w--~ I .{------I ,// _,,--------/ -----------------I ,/~,,,,-------1 -------~-//---+----11+00 --f-------12:00 --1~00 ---1~00 -----1 l:_,,,,,,,,,,,,) /;-------w-------------w------w------w------w------w------w------w------w----: _/ I . 7 I 1' ,,,,-:: v-----, •• • 0 II aa I / //// I ~-~ /',_,r---/\, ,,,I ;f /~ I /~ I I ,/ I I J ____ ,,------- -----------• "-I "-I " ~ I\ I ~, J / • ------___,,,.-'-...__ ,/ \ ( \ } 0 / I r \ ---------/ "' ( \_ ~ ---------" -'1 \ I \ \ \ \ \ \ ___J -\ \ I ,-w ~ w w ----w------w--------\ - --------\ / \ I I 15+o0 I I :--w------w-_-----t+---- 1 / I w / i r f------16+o0 w {jf --r-- ~ \ I ----f---------+---17+00 w M I' M ~-- V • Al-------~ ------:: -I ~ / " 0 ----------------/ / " I I Al-~ I " '----/ '---- I \ 0 / \ 0 -I /-M~------- ---=\ I .__ / \ /----..... I ' \ " --'-- z._ ~ --------------- -- I I / I / /~'/- ------.. ____ ---------------- APPROVAL RECOMMENDED: CORRECTIONS BY ____ _ he 4 MARK ■■THOMAS 16795 VON KARMAN AVE., SUITE 240 IRVINE, CA 92606 PATRICK ARCINIEGA RCE 70740 l----+---+-----------------1-------l SENIOR CIVIL ENGINEER CONTRACT NO. _____ _ DATE ________ _ (949) 477-9000 DESIGNED: cw DRAWN: cw NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DA TE: ES 09 10 2018 SHEET OF MA T C H L I N E - S T A 2 4 + 5 0 - S E E A B O V E R I G H T MA T C H L I N E - S T A 2 9 + 5 0 - S E E S H E E T I P - 3 M A T C H L I N E - S T A 2 4 + 5 0 - S E E B E L O W L E F T MA T C H L I N E - S T A 1 9 + 5 0 - S E E S H E E T I P - 1 BAYSIDE DRIVE BAYSIDE DRIVE 39 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6088-S C-7224-1 39 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6088-S C-7224-1 HA R B O R I S L A N D R O A D 27 IP-2 IRRIGATION PLAN BAYSIDE DRIVE FROM 19+50 TO 29+50 40'20'10'0' FOR IRRIGATION NOTES AND LEGEND SEE SHEET IP-5 IRRIGATION POINT OF CONNECTION. SEE DETAILID-2 4 LATERAL LINE CONNECTION, TYP. SEE IRRIGATION LEGEND. PR O M E N T O R Y D R I V E WE S T CONNECT NEW CONTROL WIRES TO EXISTING CONTROLLER AT THIS APPROX. LOCATION. ADDITIVE ALTERNATE ITEM - IRRIGATION FOR PALM TREE IN TREE WELL, TYPICAL OF 8 ON THIS SHEET. EXISTING CONCRETE PAVEMENT TO REMAIN FOR BASE BID. AS BUILT MARK THOMAS AV 08/30/2019 C-7224-1 ---.....___ I I I I I I I ,-" tJ ./ \ l / --/ I'--<.__ I v " ' I I I -- I I I I I I I I I --~-I 7 -' r 1 .--I I ~ I ( .---3/4" I ' --~ I \ I l ~ \ \ \ / ---.....___ " -./\ I I \ " / I \ '-.... / I \ □ -------- ....____ / 2o-+-OO 21+00 1 ' ---• \7 ~ \7 ~17~n':¼ ~ 0 17~fft ; y~:;) r ( .,,c::, Iii! ( ~ A-1 \ 1" 1.50 '----• ' / I I / ---...._ / " I \ \ I \ I "--./ ------------- 25--00 --~+-------26+DO ----1- -------n ------- ---+- A-4 1" 4.00 " (\ / \ I \ ~w 1/ ------..: " ---_1_ \ \ ) I \ 7- / ) '----/ \ -/ ,_ / --/ ~ / I I \ \ !\ " ----.....,;i;i.~--,,---_/_ -~ -------::::-_g --------+ 1-------- 27+00 28+00 ------------ \ \ \ ----------, __ , ------\ -....---------24+00 \ I I ------I C--- I I I I __ , ----- 29--00 I I \ I I \ 0 I\ I\ I\ I\ -I\ ---~ ~ I\ ~ ' ----..... (\ I ~?-\ /,\ CORRECTIONS BY ____ _ CONTRACT NO. _____ _ DATE ________ _ \ /,\ MARK ■■THOMAS 16795 VON KARMAN AVE., SUITE 240 IRVINE, CA 92606 (949) 477-9000 I \ I -I I I \ /,\ APPROVAL RECOMMENDED: PATRICK ARCINIEGA RCE 70740 t---t---+-----------------+---------1 SENIOR CIVIL ENGINEER L'G 10/30/18 ADDENDUM #2 DESIGNED: DRAWN: cw cw NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DA TE: ES 09 10 2018 SHEET OF MA T C H L I N E - S T A 3 9 + 5 0 - S E E S H E E T I P - 4 MA T C H L I N E - S T A 3 4 + 5 0 - S E E B E L O W L E F T MA T C H L I N E - S T A 2 9 + 5 0 - S E E S H E E T I P - 2 M A T C H L I N E - S T A 3 4 + 5 0 - S E E A B O V E R I G H T BAYSIDE DRIVE BAYSIDE DRIVE 39 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6088-S C-7224-1 39 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6088-S C-7224-1 28 IP-3 IRRIGATION PLAN BAYSIDE DRIVE FROM 29+50 TO 39+50 40'20'10'0' FOR IRRIGATION NOTES AND LEGEND SEE SHEET IP-5 IRRIGATION POINT OF CONNECTION. SEE DETAIL ID-2 4 LATERAL LINE CONNECTION, TYP. SEE IRRIGATION LEGEND. EXISTING IRRIGATION CONTROL VALVES AND VALVE BOXES TO BE REMOVED, TYP. SEE LEGEND. EXISTING IRRIGATION IN THESE PLANTERS ON THE SOUTH SIDE OF THE ROAD SHALL BE REMOVED AND REPLACED AS SHOWN. CONTRACTOR SHALL PROVIDE AND MAINTAIN SUPPLEMENTAL IRRIGATION FOR EXISTING TREES TO REMAIN THROUGHOUT CONSTRUCTION. ALL TRENCHING UNDER THE DRIP LINE OF EXISTING TREES TO REMAIN SHALL BE HAND DUG WITH NO ROOTS OVER 1 INCH IN DIAMETER BEING CUT OR DAMAGED. PR O M E N T O R Y D R I V E EA S T CONNECT NEW CONTROL WIRES TO EXISTING CONTROLLER LOCATED APPROX. 100' SOUTH OF THIS POINT WITHIN A RAISED PLANTER. CONTRACTOR SHALL REPAIR AND REPLACE ANY PLANTING DAMAGED DUE TO CONSTRUCTION ACTIVITIES. MAINLINE AND CONTROL WIRE POINT OF CONNECTION AT EXISTING MAINLINE AND CONTROL WIRE, THIS APPROXIMATE LOCATION. EXISTING MAINLINE AND CONTROL WIRE TO REMAIN. CONTRACTOR SHALL FIELD VERIFY LOCATION PRIOR TO CONSTRUCTION ACTIVITIES. INSTALL NEW VALVES, VALVE BOXES, AND CONTROL WIRE ON NEW MAINLINE AT BACK OF CONCRETE "V" DITCH, TYP. SEE LEGEND. CONTRACTOR SHALL RECONNECT EXISTING DISTURBED IRRIGATION SYSTEM TO NEW VALVES AND VERIFY PROPER OPERATION TO THE SATISFACTION OF THE PROPERTY OWNER. EXISTING IRRIGATION MAINLINE TO BE REMOVED OR ABANDONED IN PLACE. CONTRACTOR TO VERIFY SIZE, MATERIAL AND LOCATION PRIOR TO CONSTRUCTION. MAINLINE AND CONTROL WIRE POINT OF CONNECTION AT EXISTING MAINLINE, THIS APPROXIMATE LOCATION. ADDITIVE ALTERNATE ITEM - IRRIGATION FOR PALM TREE IN TREE WELL, TYPICAL OF 2 ON THIS SHEET. EXISTING CONCRETE PAVEMENT TO REMAIN FOR BASE BID. NEW IRRIGATION FOR PLANTER STRIP IN FRONT OF RETAINING WALL AREA DISTURBED WITH IN THE IRVINE COMPANY PROPERTY, TYP. SEE LEGEND ON IP-5. 1. ADJUST EXISTING HUNTER ROTOR LAYOUT AS NECESSARY TO MAINTAIN HEAD TO HEAD COVERAGE; 2. INSTALL NEW HUNTER ROTORS AT BACK OF CONCRETE ´9µ',7&+$7 2&720$7&+(;,67,1*+817(5527256 ON FIXED RISERS; 3.EXISTING SYSTEM TO REMAIN OPERATIONAL AND ALL SLOPE TO BE MAINTAINED OPERATIONAL DURING CONSTRUCTION SIDEWALK EXTENSION IN THE PLANTER STRIP, SEE RETAINING WALL PLANS FOR LOCATION. SLEEVE MAINLINE AND LATERAL LINES UNDER PAVEMENT PER DETAIL 6/ID-1. AS BUILT MARK THOMAS AV 08/30/2019 C-7224-1 I I I I I t-- 1 ...... ----~---...... _ I -=----- --- 1-------- I I I I N \ - \ \ ~ - ~~ ~l.2J.!:I ---- J1+oo /) ' B-6 B-7 1½" 17.0 1½" 18.6 I ( \ \ / \ / -------" \ \ I I I / .,.....,._ /) 7 • I 2 CORRECTIONS BY CONTRACT NO. DATE / 3/4'' \ /) :Jr' D-1 I \ / 1" 12.8 / h, 4 MARK ■ ■ THOMAS 16795 VON KARMAN AVE., SUITE 240 IRVINE, CA 92606 (949) 477-9000 1½" 0. \I > L '<' L /) \ /) '* *~ > \ /) L ✓ ✓ ~ "> \ \ --.::..C--....:....._,_ - ¾" . l" 3/4" B-8 B-9 B-10 B-11 1 ½" 16.6 1½" 15.1 1" 2.00 1" 10.8 ~ 09/04/19 </-· ~ 02/13/19 Eli, • 9noiure 12/19/18 R~·J1-,~1 enewolQt OF 10/30/18 NO. DATE 5 \ \ 0 I ADDENDUM #6 ADDENDUM #5 ADDENDUM #3 ADDENDUM #2 DESCRIPTION OF REVISIONS APPROVED I I I I I 2 I APPROVAL RECOMMENDED: PAlRICK ARCINIEGA RCE 70740 SENIOR CIVIL ENGINEER DESIGNED: DRAWN: cw cw CHECKED: DATE: ES 09 10 2018 SHEET OF MA T C H L I N E - S T A 4 9 + 5 0 - S E E S H E E T I P - 5 MA T C H L I N E - S T A 4 4 + 5 0 - S E E A B O V E R I G H T MA T C H L I N E - S T A 3 9 + 5 0 - S E E S H E E T I P - 3 M A T C H L I N E - S T A 4 4 + 5 0 - S E E B E L O W L E F T BAYSIDE DRIVE BAYSIDE DRIVE 39 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6088-S C-7224-1 39 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6088-S C-7224-1 29 IP-4 IRRIGATION PLAN BAYSIDE DRIVE FROM 39+50 TO 49+50 40'20'10'0' FOR IRRIGATION NOTES AND LEGEND SEE SHEET IP-5 LATERAL LINE CONNECTION, TYP. SEE IRRIGATION LEGEND. LATERAL LINE CONNECTION, TYP. SEE IRRIGATION LEGEND. BA Y S I D E C O V E AS BUILT MARK THOMAS AV 08/30/2019 C-7224-1 I I I I I ! I I I I _l --- --I " I -\ \ J I--------,_ 45+00 I I I I\ ,,,---- I ( ---/ ----~-/ I \ ) ---- I " / "' I \ / '----"' / ---- 46-/-00 CORRECTIONS BY, ___ _ CONTRACT NO. ____ _ DATE _______ _ ----I '\ I \ / / -------- 42+00 ./'_ .,,,.,,,.,,, .,,,.,,,.,,, .,,,.,,,.,,, .,,,.,,,.,,, " / " .,,,.,,,.,,, .,,,.,,,.,,, I\ .,,,.,,,.,,, ~ -- "' I I \ ~ --J \ I -------/ \ I \ I / \ / --I ~ I \ \ I \ '-.... I, ✓----,, "' / ---- -----+ ---47+00 he 4 MARK ■■THOMAS 16795 VON KARMAN AVE,, SUITE 240 IRVINE, CA 92606 (949) 477-9000 I ,_ - 48+00 NO. I \ / ( \ / -------/ \ / '-.... -- DATE DESCRIPTION OF REVISIONS 49+00 --_, I " --I " \ / '--... - APPROVAL RECOMMENDED: PAlRICK ARCINIEGA RCE 70740 SENIOR CIVIL ENGINEER DESIGNED: DRAWN: cw cw APPROVED CHECKED: ES DA 1E~ 10 2018 SHEET OF MA T C H L I N E - S T A 4 9 + 5 0 - S E E S H E E T I P - 4 MA R I N E A V E N U E J A M B O R E E R O A D BAYSIDE DRIVE 39 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6088-S C-7224-1 39 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6088-S C-7224-1 30 IP-5 IRRIGATION PLAN AND MARINE AVENUE BAYSIDE DRIVE, JAMBOREE ROAD 40'20'10'0' IRRIGATION NOTES 1.THE IRRIGATION SYSTEMS ARE BASED ON AN AVERAGE OPERATING PRESSURE OF 70 PSI AND THE MAXIMUM FLOW DEMAND SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL VERIFY WATER PRESSURE PRIOR TO CONSTRUCTION. REPORT TO THE LANDSCAPE ARCHITECT ANY DIFFERENCE BETWEEN THE WATER PRESSURE INDICATED AND THE ACTUAL PRESSURE READING AT THE POINT OF CONNECTION. IN THE EVENT PRESSURE DIFFERENCES ARE NOT REPORTED IN WRITING PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY NECESSARY REVISIONS. 2.THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC., SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY. INSTALL PIPING AND VALVES IN PLANTING AREAS WHERE POSSIBLE, AND LOCATE ELECTRIC CONTROL AND QUICK COUPLING VALVES IN GROUND COVER/SHRUB AREAS, 6" TO 12" AWAY FROM EDGE OF SIDEWALK FOR EASY ACCESS. 3.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, STRUCTURES, AND UTILITIES. THE CONTRACTOR SHALL EXERCISE EXTREME CARE AND BE RESPONSIBLE FOR ANY DAMAGE IN EXCAVATING AND WORKING NEAR EXISTING UTILITIES. THE CONTRACTOR SHALL COORDINATE HIS WORK FOR THE LOCATION OF UTILITIES AND THE INSTALLATION OF PIPE SLEEVES THROUGH WALLS, UNDER ROADWAYS, AND NEAR STRUCTURES. PRIOR TO CONSTRUCTION, CONTACT ALL APPLICABLE AGENCIES AND U.S.A. AT (800) 642-2444 TO FIELD LOCATE ALL EXISTING UTILITIES. 4.THE FINAL LOCATION AND CONNECTION TO THE EXISTING CONTROLLERS SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO INSTALLATION. 5 THE CONTRACTOR SHALL FLUSH AND ADJUST ALL LINES, VALVES AND NOZZLES FOR OPTIMUM PERFORMANCE. ADJUST ALL NOZZLES TO ELIMINATE SPRAYING ONTO WALKS, STREETS, BUILDINGS, ETC. 6 FIELD ADJUSTMENTS MAY BE REQUIRED TO PROVIDE OPTIMUM OPERATING EFFICIENCY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE LANDSCAPE ARCHITECT TO REVIEW PROPOSED FIELD ADJUSTMENTS PRIOR TO INSTALLATION. IN THE EVENT THAT NO WRITTEN REQUEST IS RECEIVED BY THE LANDSCAPE ARCHITECT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REVISIONS. 7 SLEEVE ALL PRESSURE MAINLINE PIPE, LATERAL PIPE, AND CONTROL WIRES UNDER STREETS AND CONCRETE WALKWAYS WITH THE PROPER SIZE SCH 40 PVC PIPE AND DEPTH AS SPECIFIED. 8 DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS DIAGRAMMATICALLY SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, EXISTING TREE ROOTS, GRADE DIFFERENCES OR DIFFERENCES IN SITE DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN FORESEEN AND CONSIDERED IN THE ENGINEERING. THE CITY ENGINEER SHOULD BE INFORMED IN WRITING OF SUCH OBSTRUCTIONS AND DIFFERENCES, BUT IN THE EVENT THAT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS AND REPAIR WORK NECESSARY. 9 INSTALL ALL PIPE MATERIALS AND EQUIPMENT AS SHOWN IN THE CONSTRUCTION DETAILS. USE "TEFLON" TAPE ON ALL PVC MALE THREADS OF ALL SPRINKLER SWING JOINTS AND VALVE ASSEMBLIES EXCEPT MARLEX STYLED FITTINGS. 10 CONTRACTOR SHALL VERIFY OPERABILITY OF ALL EXISTING IRRIGATION SYSTEM SHOWN TO REMAIN. 11 FOR ADDITIONAL INFORMATION, SEE PROJECT DETAILS AND SPECIFICATIONS. 12 CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING ANY PORTIONS OF EXISTING IRRIGATION SYSTEMS TO REMAIN IN ORDER TO ENSURE THAT HEAD TO HEAD COVERAGE IS PROVIDED BETWEEN THOSE TOW SYSTEMS. 13 THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS WERE DESIGNED WITHOUT ANY AS-BUILT OR RECORD DRAWINGS BEING MADE AVAILABLE TO MARK THOMAS. THE DESIGN IS BASED SOLELY ON SITE OBSERVATIONS MADE BY THE LANDSCAPE ARCHITECT AND INFORMATION MADE AVAILABLE BY THE CITY AND THE IRVINE COMPANY. AS SUCH MARK THOMAS AND THE LANDSCAPE ARCHITECT CANNOT BE HELD LIABLE FOR CHANGES, INACCURACIES, OMISSIONS, OR OTHER ERRORS ON THESE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING THESE DOCUMENTS AND INCORPORATING/ INTEGRATING ALL CONSTRUCTION AS REQUIRED TO ACCOMMODATE SAME. THE CONTRACTOR MUST FAMILIARIZE HIMSELF WITH ANY ADJACENT IRRIGATION SYSTEMS AND ALL EXISTING IRRITATION EQUIPMENT LOCATIONS, SIZES, AND CONDITIONS SHALL BE VERIFIED IN FIELD WITH THE CITY'S REPRESENTATIVE AT THE START OF WORK. IRRIGATION POINT OF CONNECTION. SEE DETAIL ID-2 4 CONNECT NEW CONTROL WIRES TO EXISTING CONTROLLER AT THIS APPROX. LOCATION. ALL IRRIGATION RETROFIT WITHIN THE IRVINE COMPANY'S PROPERTY SHALL BE INSTALLED PER IRVINE COMPANY APARTMENT COMMUNITY STANDARDS, DATED JUNE 1, 2018. CONTRACTOR SHALL CONTACT THOMAS SABIN, REPRESENTATIVE OF THE IRVINE COMPANY AT 949-734-6375 TO OBTAIN A COPY PRIOR TO ANY CONSTRUCTION ACTIVITY. AS BUILT MARK THOMAS AV 08/30/2019 C-7224-1 I I I / I \ --- / I-, __ _,.~ I -00 I I I l =a,====;efo===~-~=- 1 ~ = ( ~bi?\ I '----; 1· ; I '---- rn f-/l .. I I 51+00 • ~ ~ ' ' " ' ' -----+ 52+00 -----;:~•~-~------w------w---- " " ' ' " ' w ' " ' ' ' ' "-..... ------+ 53+oO "'w t'l't _,,----1 // /,,/ ~~ / ; i. I I' \\ I I I ' ( \ \ ) ', . ..____ .../ \ I \ i\i \ I \ \ ~\ CORRECTIONS BY ____ _ CONTRACT NO. _____ _ DATE __________ _ MARK ■■THOMAS 16795 VON KARMAN AVE., SUITE 240 IRVINE, CA 92606 (949) 477-9000 0 \ \ I / -e > \ .... .... 0 " -------- w > w > > -------- 2 ill 12/19/18 ADDENDUM #3 NO. DATE DESCRIPTION OF REVISIONS IRRIGATION LEGEND SYMBOL DESCRIPTION ARC GPM RADIUS DETAILS C, SHRUB SPRAY, TORO 5702-12P-PRX 5 SERIES, 12" POP-UP 90 0.09 5' -@--SHRUB SPRAY, TORO 570Z-l 2P-PRX 5 SERIES, 12" POP-UP 120 0.12 5' -@- Q SHRUB SPRAY, TORO 5702-12P-PRX 5 SERIES, 12" POP-UP 180 0.19 5' -@- e SHRUB SPRAY, TORO 5702-12P-PRX 8 SERIES, 12" POP-UP 180 0.50 8' -@- e SHRUB SPRAY, TORO 5702-12P-PRX 10 SERIES, 12" POP-UP 180 0.71 10' -@- ◄ SHRUB SPRAY. TORO 570Z-12P-PRX SHRUB STRIP SPRAY, 12" POP-UP EST 0.45 4'x15' -@- DEEP WATER BUBBLER, RAIN BIRD RWS-B-C, 1401, 360 0.25 3' -@ • 4.0" DIAMETER X 36.0" LONG VINE BUBBLER, PRESSURE COMPENSATING FLOOD BUBBLER, -@-,0. TORO FB-25-PC, INSTALL WITH TORO 5702-04 SPRAY BODY, 4" 360 0.25 Dr'\D_I 1n .-...,_IC: nr-n, 11".IC V V V V V V V V V HUNTER ROTOR TO MATCH EXISTING WITHIN THE IRVINE ' ◊ COMPANY'S PROPERTY ~ -------. . . . . . REMOTE CONTROL VALVE FOR SUBSURFACE IRRIGATION /2\ ~ SYSTEM, GRISWOLD DWS-100, l" SIZE. BALL VALVE, WATTS LBF -@-6001, SIZE AS REQUIRED. l" PRESSURE REGULATING FILTER, RAIN BIRD PRF-100-RBY. ~ REMOTE CONTROL VALVE, GRISWOLD DWS-150, 1-1 /2" SIZE. -@-BALL VALVE, WATTS LBF 6001, SIZE AS REQUIRED, INSTALL PER DETAIL. ~ REMOTE CONTROL VALVE, GRISWOLD DWS-100, l" SIZE. BALL -@-VALVE, WATTS LBF 6001, SIZE AS REQUIRED, INSTALL PER DETAIL. ® GATE VALVE, NIBCO T-113, SIZE PER MAINLINE PIPE DIAMETER -@- ~ QUICK-COUPLING VALVE, RAIN BIRD 44-RC -@- -AREA TO RECEIVE SUBSURFACE DRIP, RAIN BIRD XFS-06-12, LATERALS SPACED AT 12" APART, WITH EMITTERS OFFSET -@ FOR TRIANGULAR PATTERN. OPERATING PRESSURE UP TO 60PSI. INSTALL PER DETAIL 3/ID-2. ..r..rvvvvvv vvvvvvvv~~~~~~~~~~~~ V V V V V V V V V V ' AREA OF EXISTING HILLSIDE IRRIGATION SYSTEM DISTURBED BY CONSTRUCTION ACTIVITIES. ~ (EXISTING RELOCATE, REPAIR, AND/ OR REPLACE EXISTING IRRIGATION EQUIPMENT AND COMPONENTS TO SHRUB AREA) BACK OF CONCRETE 'V' DITCH OR SIDEWALK. CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF EXISTING COMPONENTS PRIOR TO CONSTRUCTION ACTIVITIES. ALL NEW COMPONENTS SHALL ' ~ (EXISTING MATCH OR BE COMPATIBLE WITH EXISTING HILLSIDE IRRIGATION SYSTEM TO REMAIN. IMPROVEMENTS ' TURF AREA) IN THIS AREA SHALL BE COORDINATED WITH THOMAS SABIN, REPRESENTATIVE OF THE IRVINE COMPANY AT 949-734-6375 MINIMUM OF ONE WEEK IN ADVANCE OF LOCATION VERIFICATIONS. 0A 11cr-::r-u1 -·~ .. cu [LLl'-t l'(f-,,.11 LJII' L.J -\...M~ \ IT] AND TBOS2-FTUS, 6 STATIONS, WITH TBOS2-FTUS FIELD /2\ TRANSMITTER. INSTALL WITH REMOTE CONTROL VAL VE PER MANUFACTURER'S SPECS. POINT OF CONNECTION A, TIE INTO EXISTING IRRIGATION -@-POCA SYSTEM, DOWNSTREAM OF A 1" BACKFLOW DEVICE, ON 1" 'I' EXISTING MAINLINE. POC B POINT OF CONNECTION B, TIE INTO EXISTING IRRIGATION -@ 'I' SYSTEM, DOWNSTREAM OF A 2" BACKFLOW DEVICE ON 2" EXISTING MAINLINE. POC C POINT OF CONNECTION C, TIE INTO EXISTING IRRIGATION -@-'I' SYSTEM, DOWNSTREAM OF A 1" BACKFLOW DEVICE ON l" EXISTING MAINLINE. CONNECT NEW IRRIGATION LATERAL TO EXISTING LATERAL AT THIS APPROX. LOCATION. @ CONTRACTOR SHALL FIELD LOCATE EXISTING SYSTEM IRRIGATING PRIVATE PROPERTY LANDSCAPE AND /OR EXISTING PLANTED TREE WELLS. CUT AND INSTALL NEW TEE ON EXISTING LATERAL PIPE TO CONNECT NEW DEEP WATER BUBBLERS. CONTRACTOR SHALL ENSURE OPERABILITY AFTER INSTALLATION. COORDINATE THE IRRIGATION CONNECTIONS WITH THE CITY OF NEWPORT BEACH LANDSCAPE MAINTENANCE SERVICES. CONTACT ANTHONY PETRARCA AT 949-644-3094. IRRIGATION LATERAL LINE, PVC SCHEDULE 40, SIZE PER PLAN. ALL TRENCHING UNDER THE DRIP LINE OF EXISTING TREES SHALL BE HAND DUG WITH NO ROOTS OVER 1 INCH IN -@-DIAMETER BEING CUT OR DAMAGED. IRRIGATION MAINLINE, PVC SCHEDULE 40, 1-1 /2" DIA. ALL TRENCHING UNDER THE DRIP LINE OF EXISTING TREES SHALL BE -@----- ----HAND DUG WITH NO ROOTS OVER 1 INCH IN DIAMETER BEING CUT OR DAMAGED. IRRIGATION MAINLINE FOR IRVINE COMPANY PROPERTY. SIZE -@----------AND MATERIAL TO BE SAME AS EXISTING. FOR PURPOSE OF BIDDING ONLY, ASSUME SCH 40 PVC, 2" DIA. PIPE SLEEVE AND CONDUIT (WHERE REQUIRED), PVC --------SCHEDULE 40, SIZE AS REQUIRED. VALVE CALLOUT --w--EXISTING PRESSURIZED WATER LINE RETAINING WALL SEE CIVIL PLANS AND SPECIFICATIONS. # .,_o----VALVE NUMBER #" #..,. __ VALVE FLOW (GPM) ·, -~=~-VALVE SIZE REMOVE EXISTING IRRIGATION CONTROL VALVES, VALVE BOXES AND CONTROL WIRE AND RETURN TO IRVINE COMPANY. AT NEW LOCATIONS SHOWN ON PLANS, INSTALL NEW RAIN BIRD EFB SERIES REMOTE CONTROL VALVES, IN NEW BLACK VALVE BOX WITH BLACK LID. INSTALL ALONG NEW MAINLINE AT BACK OF CONCRETE "V" DITCH. MATERIAL AND INSTALLATION SHALL CONFORM TO IRVINE COMPANY APARTMENT COMMUNITY STANDARDS, DATED JUNE 1, 2018. CONTACT THOMAS SABIN, REPRESENTATIVE OF THE IRVINE COMPANY AT 949-734-6375. APPROVAL RECOMMENDED: PATRICK ARCINIEGA RCE 70740 SENIOR CIVIL ENGINEER DESIGNED: DRAWN: cw cw APPROVED CHECKED: DATE: ES 09 10 2018 SHEET OF 2 2 4 1' - 0 " M I N 1' - 6 " M I N . 5 1 2 1 3 KEY: 1 FINISH GRADE 2 CLEAN BACKFILL COMPACTED TO 85%. SEE SPECS. 3 LATERAL LINE 4 MAINLINE 5 CONTROL WIRE ADJACENT TO MAINLINE. SEE SPECS. NOTES 1.REFER TO SPECIFICATIONS AND PLAN SHEETS FOR MORE INFORMATION. N.T.S. PIPE TRENCHING IN PLANTING AREAS5 ID-1 2' - 0 " M I N 2" 6" TYP. 1 2 3 5 4 KEY 1 FINISH GRADE OF ASPHALT PAVING, CONCRETE OR OTHER IMPERVIOUS MATERIALS. SEE CIVIL PLANS. 2 CLEAN BACKFILL - 95% COMPACTION UNDER PAVING, SEE SPECS. 3 LATERAL LINE SLEEVE. UNDER PAVING (TWICE THE DIA. OF LATERAL LINE). 4 MAINLINE SLEEVE. UNDER PAVING (TWICE THE DIA. OF MAINLINE). 5 CONTROL WIRE CONDUIT UNDER PAVING. SIZE AS REQUIRED. INSTALL ADJACENT TO MAINLINE. NOTES 1.ALL SLEEVES TO BE SCH 40 PVC. 2. EXTEND ALL SLEEVES 12" BEYOND EDGE OF HARDSCAPING AT BOTH ENDS, CAP ENDS AND FLAG LOCATIONS. 3. REFER TO SPECIFICATIONS AND PLAN SHEETS FOR MORE INFORMATION. N.T.S. PIPE TRENCHING UNDER PAVEMENT6 ID-1 NOTES 1.INSTALL QUICK COUPLING VALVES IN PLANTING BEDS WHEREVER POSSIBLE. 2.PLACE 3/4" DIAMETER DRAIN ROCK PRIOR TO INSTALLATION OF VALVE BOX. 3. REFER TO SPECIFICATIONS AND PLAN SHEETS FOR MORE INFORMATION. 4.SIZE OF ASSEMBLY TO BE EQUAL TO THE FIPT OF THE QUICK COUPLER. 6" KEY 1 FINISH GRADE. 2 QUICK COUPLING VALVE, SEE IRRIGATION LEGEND. 3 ROUND PLASTIC VALVE BOX, AND LOCKING COVER. SEE SPECS. 4 6&+39&ƒ(// ),37;0,37  5 SCH 40 PVC TEE (SLIPXSLIPXFIPT). 6 BRICK TYP. (3) PLACES. 7 3/4" DRAIN ROCK. 8 STAINLESS STEEL SCREW CLAMP, MINIMUM (3) PLACES. 9 SCH 80 PVC THREADED NIPPLE, 12" LONG. 10 #5 REBAR ANGLE IRON (36" LONG). 11 SCH 40 PVC 90" ELL (FIPTXMIPT). 12 SCH 40 PVC 90" ELL (FIPTXFIPT). 13 SCH 80 PVC THREADED NIPPLE (12" LONG). N.T.S. QUICK COUPLING VALVE4 ID-1 1 2 4 5 6 7 2" 3 8 9 10 11 12 13 N.T.S. GATE VALVE2 ID-1 3 4 NOTES: 1.INSTALL GATE VALVES A MINIMUM OF 12" FROM STRUCTURES OR HARDSCAPING. 2. INSTALL GATE VALVES IN PLANTING AREAS WHEREVER POSSIBLE. 3. USE TEFLON TAPE ON ALL THREADED FITTINGS. 4. PLACE 3/4" DIAMETER DRAIN ROCK PRIOR TO INSTALLATION OF VALVE BOX. 5.FINISH GRADE BEFORE PLANTING. 6. REFER TO SPECIFICATIONS AND PLAN SHEETS FOR MORE INFORMATION. KEY: 1 FINISH GRADE. 2 MAINLINE. 3 ROUND PLASTIC VALVE BOX AND LOCKING COVER, W/ BOX EXTENSIONS AS REQUIRED. SEE SPECS. 4 GATE VALVE, SEE IRRIGATION LEGEND. 5 SCH 40 PVC MALE ADAPTOR, FIPTXSLIP, TYP. (2) PLACES. 6 SCH 80 PVC UNION DOWNSTREAM OF VALVE. 7 BRICK, TYP. (4) PLACES. 8 3/4" DIA. DRAIN ROCK (NOT TO EXCEED BOTTOM OF VALVE). 6 7 5 1 8 2 FLOW 6" 4" C L R . MI N . 2" FLOW 6" KEY: 1 RECTANGULAR PLASTIC VALVE BOX WITH BOLT DOWN COVER AND BOX EXTENSION AS REQUIRED. REFER TO SPECIFICATIONS. 2 FLUSH IN PAVED AREAS, 2" IN PLANTING BEDS. 3 PIG TAIL EXPANSION LOOP, MINIMUM 18". 4 ELECTRIC CONTROL VALVE 5 VALVE IDENTIFICATION TAG. 6 CONTROL AND COMMON WIRES 7 LATERAL LINE, ANGLE TO 12" MINIMUM DEPTH AS REQUIRED. 8 STANDARD BRICK, TYP. FOUR (4) PLACES. 9 SCH 80 PVC UNION DOWNSTREAM OF VALVE 10 SCH 40 PVC MALE ADAPTER, TYP. TWO (2) PLACES. 11 3/4" DIAMETER DRAIN ROCK BELOW VALVE. 12 BALL VALVE. SEE IRRIGATION LEGEND FOR MANUFACTURER AN MODEL NUMBER. 1 2 3 4 5 6 7 8 9 10 NOTES: 1 INSTALL VALVES A MINIMUM OF 12" FROM STRUCTURES OR HARDSCAPING. 2 INSTALL VALVES IN PLANTING BEDS WHEREVER POSSIBLE. 3 PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. 4 INSTALL VALVE BOX SO THAT TOP OF VALVE BOX IS FLUSH WITH ADJACENT HARDSCAPE. 5 PLACE 3/4" DIAMETER DRAIN ROCK PRIOR TO INSTALLATION OF VALVE BOX. 6 BALL VALVE AND FITTINGS SHALL BE LINE SIZE UNLESS NOTED OTHERWISE. 7 REFER TO SPECIFICATIONS AND PLAN SHEETS FOR MORE INFORMATION. 12 11 6" 1 2 5 6 7 9 3 4 10 11 12 13 14 8 NOTES: 1.INSTALL VALVES A MINIMUM OF 1' - 0" FROM STRUCTURES OR HARDSCAPING. 2. INSTALL VALVES IN PLANTING BEDS WHEREVER POSSIBLE. 3.PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. 4. INSTALL VALVE BOX SO THAT TOP OF VALVE BOX IS FLUSH WITH ADJACENT HARDSCAPING. 5.PLACE DRAIN ROCK PRIOR TO INSTALLATION OF VALVE BOX. 6. BALL VALVE & FITTINGS SHALL BE LINE SIZE UNLESS NOTED OTHERWISE. 7.REFER TO SPECIFICATIONS AND PLAN SHEETS FOR MORE INFORMATION. 2" KEY: 1 VALVE BOX WITH BOLT DOWN COVER AND BOX EXTENSIONS AS REQUIRED. REFER TO SPECIFICATIONS. 2 FLUSH IN PAVED AREAS, 2" IN PLANTING BEDS. 3 PIG TAIL EXPANSION LOOP, 18" MINIMUM . 4 BALL VALVE. SEE IRRIGATION LEGEND FOR MANUFACTURER AND MODEL NUMBER. 5 ELECTRIC CONTROL VALVE. 6 CONTROL AND COMMON WIRES. 7 VALVE IDENTIFICATION TAG, REFER TO SPECIFICATIONS. 8 FINISHED GRADE. 9 DRIP FILTER. 10 LATERAL LINE, ANGLE TO 12" MINIMUM DEPTH AS REQUIRED. 11 STANDARD BRICK , TYP. FOUR (4). 12 SCH 80 PVC UNION DOWNSTREAM OF VALVE. 13 SCH 40 PVC ADAPTER, TYP. 14 3/4" DIAMETER DRAIN ROCK BELOW VALVE. N.T.S. REMOTE CONTROL VALVE1 ID-1 DRIP IRRIGATION VALVE ASSEMBLY3 ID-1 39 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6088-S C-7224-1 IRRIGATION DETAILS BAYSIDE DRIVE 31 ID-1MARK THOMAS AV 08/30/2019 C-7224-1 . =111111 rt 11 -' I In· l-1111 0 ,_ 0 G 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 AS BUil T CORRECTIONS BYr ___ _ CONTRACT NO. ____ _ DATE _______ _ /J •J CJ II/ he 4 MARK ■■THOMAS 16795 VON KARMAN AVE., SUITE 240 IRVINE, CA 92606 (949) 477-9000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 r;r 0 0 0 0 0 APPROVAL RECOMMENDED: L---1-----1----------------r-7 PAlRICK ARCINIEGA RCE 70740 SENIOR CIVIL ENGINEER DESIGNED: DRAWN: cw cw NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: ES DA 1E~ 10 2018 SHEET OF N.T.S. POP-UP SPRAY / VINE BUBBLER 2 ID-2 KEY: 1 ADJACENT CURB OR PAVEMENT, SEE PLAN. 2 SPRAY NOZZLE OR BUBBLER NOZZLE. SEE IRRIGATION PLANS AND LEGEND. 3 SPRAY POP-UP BODY SEE IRRIGATION PLANS AND LEGEND. 4 FINISH GRADE 5 ELL, SCH. 40 PVC 6 NIPPLE OR FLEX PIPE, SCH. 40 PVC +/- 4" LONG 7 LATERAL LINE WITH SCH. 40 PVC TEE OR ELL 8 IN ACCORDANCE WITH THE CITY OF NEWPORT BEACH REQUIREMENT , OVERHEAD IRRIGATION SHALL NOT BE PERMITTED WITHIN 12" OF ANY NON-PERMEABLE SURFACE. FOR VINE BUBBLER, INSTALL 2" FROM CONCRETE PAVEMENT. 1 3 4 SETBACK 6 7 5 8 2 N.T.S. DEEP WATER BUBBLER1 ID-2 KEY: 1 REFER TO TREE PLANTING DETAIL FOR OTHER REQUIREMENTS. 2 ROOTBALL. 3 TREE STAKES. 4 WATER RETENTION BERM. 5 DEEP WATER BUBBLER ASSEMBLY, SEE IRRIGATION LEGEND FOR MANUFACTURER AND MODEL NUMBER. INSTALL TWO PER TREE AND FOUR PER PALM. 6 PEA GRAVEL 1/2" DIA. 7 PVC LATERAL, TYP. 8 MULCH LAYER. 9 FINISH GRADE. NOTES: 1.REFER TO SPECIFICATIONS AND PLAN SHEETS FOR MORE INFORMATION. 2. FOR TREE PLANTING DETAIL SEE PLAN VIEW 3" 12 " M I N . 1 2 3 67 8 2 5 7 2" EQ EQ 9 4 5 1 PD-1 8 3 4 6 5 21 7 6" F R O M CU R B N.T.S. NOTES: 1. LOCATE AN AIR-RELIEF VALVE AT THE HIGH POINT OF EACH SYSTEM WITHIN A PLASTIC VALVE BOX. INSTALL SIMILAR TO DETAIL SHEET 2. REFER TO SPECIFICATIONS AND PLAN SHEETS FOR MORE INFORMATION. SUBSURFACE DRIP SYSTEM - LINEAR LAYOUT3 ID-2 PE R PL A N KEY: 1 PVC TO DRIP LINE CONNECTION POINT (CENTER FEED SHOWN). SEE TECHLINE TO PVC CONNECTION POINT DETAIL, TYP. 2 DRIP LINE (BURIED 4") WITH EMITTERS. SEE LEGEND 3 AUTOMATIC FLUSH VALVE AND VALVE BOX, TYP. LOCATE FLUSH VALVE AT FURTHEST POINT AWAY FROM WATER SUPPLY SOURCE. INSTALL PER MANUFACTURER SPECIFICATIONS. 4 AIR RELIEF VALVE AND VALVE BOX AT HIGHEST POINT 5 BARBED TEE, TYP. 6 BARBED ELL, TYP. 7 PVC LATERAL. 8 PERIMETER/EDGE OF PLANTING AREA. ID-1 2 KEY: 1 EXISTING BACKFLOW DEVICE 2 IRRIGATION POINT OF CONNECTION (POC) AT EXISTING MAINLINE DOWNSTREAM OF EXISTING BACKFLOW DEVICE. CONTRACTOR SHALL CUT AND INSTALL NEW TEE AND GATE VALVE AS SHOWN 3 EXISTING MAINLINE. SEE IRRIGATION LEGEND FOR SIZES. 4 GATE VALVE 5 IRRIGATION MAINLINE FLOW FLOW N.T.S. NOTES: 1.CONTRACTOR SHALL FIELD VERIFY EXISTING IRRIGATION MAINLINE LOCATION AND PRESSURE, BACKFLOW DEVICE SIZES AND SYSTEM OPERABILITY PRIOR TO ANY CONSTRUCTION ACTIVITIES 2. CONTRACTOR SHALL COORDINATE THE IRRIGATION CONNECTIONS WITH THE CITY OF NEWPORT BEACH, MINIMUM ONE WEEK PRIOR TO OPERATIONS. LANDSCAPE MAINTENANCE SERVICES AT 949-644-3094. IRRIGATION POINT OF CONNECTION LAYOUT4 ID-2 5 4 321 39 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6088-S C-7224-1 IRRIGATION DETAILS BAYSIDE DRIVE 32 ID-2MARK THOMAS AV 08/30/2019 C-7224-1 0 0 § L J • 11 (=-{ 111== ·,:.: ~·•'~"' _ .. ,= I +----------::.~5m==a I I II I I f -e 5--- 0 0 0 0 0 0 0 0 0 ,--> of-------11 I ---55-- 1~-0 AS BUil T CORRECTIONS BY, ___ _ CONTRACT NO. ____ _ DATE _______ _ ,:'.\, "<1 . he 4 MARK ■■THOMAS 16795 VON KARMAN AVE., SUITE 240 IRVINE, CA 92606 (949) 477-9000 0 0 0 0 0 0 0 0 t 11 -e APPROVAL RECOMMENDED: L+---t-------------r-7 PAlRICK ARCINIEGA RCE 70740 SENIOR CIVIL ENGINEER DESIGNED: DRAWN: cw cw NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: ES DA 1E~ 10 2018 0 0 0 0 § 0 SHEET OF M A T C H L I N E - S T A 1 9 + 5 0 - S E E S H E E T P P - 2 MA T C H L I N E - S T A 1 4 + 5 0 - S E E B E L O W L E F T MA T C H L I N E - S T A 1 4 + 5 0 - S E E A B O V E R I G H T PA C I F I C C O A S T H W Y BAYSIDE DRIVE BAYSIDE DRIVE AL O H A D R I V E PLANTING PLAN BAYSIDE DRIVE FROM 10+00 TO 19+50 39 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6088-S C-7224-140'20'10'0' FOR PLANTING NOTES AND LEGEND, SEE SHEET PP-5 EXISTING TREE TO REMAIN, TYP. EXISTING PALM TO REMAIN, TYP. EXISTING TREE WELL TRASH RECEPTACLE, SEE SPECS BENCH, SEE SPECS ROW ROW ROW ROW THERMOPLASTIC MEDIAN PAVEMENT, TYP. SEE SPECIFICATIONS. 5'-0" 4 ' - 0 " 2'-0" PP-1 33 MARK THOMAS AV 08/30/2019 C-7224-1 , ' , , I I I ' ' ' ' , \1\\ 'rill: ! • --- I 1- I ,--s 0 1 / I I I I I 11 I I I I I --111 s s----- aTV ' \ • • ./ . ----.\·· I I • • a A - - ------,/ '. / . - • -----s ,---s lT I l/1 l I / t, . • -Ii- • "' u ,,..-- 1 "\ 2$ ( \ ----- s s --s s-----=------s-~- s --s "' s s ---~ - a a • ------ --- I --. J , □ • s---s II ------- I I u I -- I -1 -s--- E 0 r--1') a, a, .::::.. a, ~ O'l 0 "' ~ " o._ o._l (f) _J ,!, 0 ;S- m -Q) Q) .r. :;J- O) Q_ 0 " "' " C ~ 0 0 <( ;?- "' -C Q) E 1; 0 ~ Q_ E 1; ·c: 0 Q) " ~ AS BUil T 0 ID I ..-0 .----------------------~-~=a,-,;__: __ 1 L _____ _T~---_-_-_-_-_-_T~---_-_-_-_-_-_-_-_-_-_-_-_-_::_::_::_::_::_::_::_::_::_::_::_::_::_::_::_::_::_::_::--l~-=-=-=-=~rA~P~PR~O~VA~L~R~ECio~M~MEiN~DE~D~: =r~-----------------------7 i h, 4 MAR K ~-l-----1------------------r--7 PATRICK ARCINIEGA RCE 70740 ! TH O MAS ,, t==j=======t===========~==================i;;;;~~;;,S:E:NIO~R~C~IVlfL:E;NG~IN~EE;R~~t-----------------i~:~:=-=-=-~~=-=-~ 7 -~~- ■ ■ , ~s-·" " CORRECTIONS BY-____ _ CONTRACT NO.------ DATE ________ _ 16795 VON KARMAN AVE., SUITE 240 B~.;~-;•,l';,~ it DESIGNED: DRAWN: CW IRVINE, CA 92606 CW OF (949) 477-9000 TE SHEET APPROVED CHECKED: ES DA oJ 10 2018 DESCRIPTION OF REVISIONS NO. DATE PLANTING PLAN BAYSIDE DRIVE FROM 19+50 TO 29+50 MA T C H L I N E - S T A 2 4 + 5 0 - S E E A B O V E R I G H T MA T C H L I N E - S T A 2 9 + 5 0 - S E E S H E E T P P - 3 M A T C H L I N E - S T A 2 4 + 5 0 - S E E B E L O W L E F T MA T C H L I N E - S T A 1 9 + 5 0 - S E E S H E E T P P - 1 BAYSIDE DRIVE BAYSIDE DRIVE HA R B O R I S L A N D R O A D 39 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6088-S C-7224-140'20'10'0' FOR PLANTING NOTES AND LEGEND, SEE SHEET PP-5 EXISTING TREE TO REMAIN, TYP. EXISTING PALM TO REMAIN, TYP. 3 TRI CON 5 LAN MON 2 SYA ROM 3 GAU LIN 23 SEN TAL 4 ARC CUN 28 SEN TAL 7 MYO PAR 30 KNI UVA 10 MYO PAR 17 GAU LIN TREE WELL SCHEME 'A' 4 PD-2 THERMOPLASTIC MEDIAN PAVEMENT, TYP. SEE SPECIFICATIONS. ROW ROW ROW ROW PP-2 34 2 PD-1 1 PD-2 EXISTING TREE WELLS TO REMAIN. REMOVE EXISTING TREES AND ROOT MASS PRIOR TO PLANTING THE NEW TREES. CONTRACTOR SHALL FIELD LOCATE EXISTING IRRIGATION EQUIPMENT AND PIPES PRIOR TO ANY EXCAVATION. 12" SETBACK FROM BACK OF CURB FOR ALL PLANTING AREAS IN MEDIAN. TREE ROOT BARRIER, TYP.2 PD-2 PR O M O N T O R Y DR I V E WE S T TREE WELL SEE CIVIL PLANS FOR SIZE AND LOCATION. 1 PD-2 9 LAN MON 2 AGA BLU 2 AGA BLU 2 KNI UVA 3 KNI UVA 2 KNI UVA 12" SETBACK FROM EDGE OF PAVEMENT FOR THIS PLANTER AREA. 1 AGA BLU 3 AGA BLU TREE WELL SCHEME 'A' 4 PD-2 2 PD-1 6 SYA ROM ADDITIVE ALTERNATE ITEM - PALM TREE IN TREE WELL, TYPICAL OF 8 ON THIS SHEET. EXISTING CONCRETE PAVEMENT TO REMAIN FOR BASE BID. MARK THOMAS AV 08/30/2019 C-7224-1 ----I ' -------/\ I -i I I I I I !i ---- / --f-<:.... / I v I ,J r !I I -~ -- ,~ I ,_ I I I C L - n .:, -- ~ 0- ) ---------- (/) I I I I (/) I I I I " \ ' ' ........ " \ ' _. /\ J '-/ .......__../ --. -€- ------- 1-- 20-+00 r --s--~====--=::~s----==-~'-r;;2t';.i;;;;o== .,,c:, :;;;i \ I I ,,,,..-.......... / '\ I \ l J \ I '-/ --- - r ~ _, J ---• ' I t- ::, ::, ...) I (/) I I I I (/) ..!.. ' I I -r .......... I/ \ I i \ \ dV) I -"l: -/-, -_ -.'il - s s AS BUil T CORRECTIONS BY ____ _ CONTRACT NO. _____ _ DATE ________ _ (/) I I ------ -_;,...__ -L --~□ - - / /~ ;~•-~c::-.::-: 8 1 -- 7- ::, ::, MARK ■■THOMAS 16795 VON KARMAN AVE., SUITE 240 IRVINE, CA 92606 (949) 477-9000 1"--, ~ ., , <.. ;;> e ::, -- I. -/ti, 0 .J ~na~ ~ R•-ai-~,o ,.. enewal ate Date OF C~~ ------------·------- -- -- I I l \ I ' / -....... _ _. '-/ IQ _,, --.,, ,c v, (/) I I le \ \ \ -- \ \ \ --• - \ \ -- ·~ s .. ::, -::, APPROVAL RECOMMENDED: ~-4-------t------------------,---PATRICK ARCINIEGA RCE 70740 SENIOR CIVIL ENGINEER &, 10/30/18 ADDENDUM #2 DESIGNED: DRAWN: cw cw NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DATE: ES 09 10 2018 "' ~ a, en 0 ~ - E 0 r--I') a, a, ~ ' a, 0 ' O'l 0 en ~ 'O Q_ a_l If) i 0 ID / "' -a, a, .c If) / a, a_ 0 " "' 'O C 0 7 0 0 <( u / "' -C a, E a, > 0 ~ a_ E a, > ·c: 0 a, 'O 'iii >, 0 ID I ... 0 ~ r--~ I a:: T .c " 0 a, ID -~ 0 a_ ~ a, z SHEET OF / --, PLANTING PLAN BAYSIDE DRIVE FROM 29+50 TO 39+50 MA T C H L I N E - S T A 3 9 + 5 0 - S E E S H E E T P P - 4 MA T C H L I N E - S T A 3 4 + 5 0 - S E E B E L O W L E F T MA T C H L I N E - S T A 2 9 + 5 0 - S E E S H E E T P P - 2 M A T C H L I N E - S T A 3 4 + 5 0 - S E E A B O V E R I G H T BAYSIDE DRIVE BAYSIDE DRIVE 39 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6088-S C-7224-140'20'10'0' FOR PLANTING NOTES AND LEGEND, SEE SHEET PP-5 EXISTING TREE TO REMAIN, TYP. 1 ERY FAL 1 ERY FAL 1 ARC CUN LANDSCAPE BOULDER, TYP. 2 SYA ROM 1 SYA ROM 6 GAU LIN 3 PHO DAC 3 ARC CUN 6 GAU LIN 24 KNI UVA 21 SEN TAL 26 SEN TAL 8 MYO PAR 24 FIC REP 3 AGA BLU 21 SEN TAL 29 GAU LIN ROW ROW THERMOPLASTIC MEDIAN PAVEMENT, TYP. SEE SPECIFICATIONS. ROW ROW TREE WELL SCHEME 'A' 4 PD-2 23 KNI UVA 61 SEN TAL 62 GAU LIN 19 MYO PAR 19 SEN TAL 1 ARC CUN CONCRETE BLOCK LANDSCAPE WALL 3 PD-2 TREE WELL SCHEME 'B' 5 PD-2 15 PEN ALO 50 HEL SEM 16 KNI UVA 24 AGA BLU 10'-0" 10'-0" O.C. TYP. 27 FIC REP 16 KNI UVA 15 SEN TAL 9 HEL SEM 16 AGA BLU 59 SEN TAL 16 KNI UVA 55 GAU LIN 5 GAU LIN 6 GAU LIN 8 GAU LIN 4 KNI UVA 4 GAU LIN 1 KNI UVA 1 ERY FAL 5 AGA BLU 3 GAU LIN 5 GAU LIN 3 AGA BLU 3 GAU LIN 5 GAU LIN 5 AGA BLU 6 KNI UVA 6 GAU LIN 300 XYL CON PP-3 35 62 SEN TAL 21 PEN ALO 14 PEN ALO 2 MYO PAR 9 PEN ALO 24 SIS BEL 10 PEN ALO 119 SEN TAL 39 SEN TAL 86 PEN ALO 25 SIS BEL 23 PEN ALO 32 MYO PAR 70 SEN TAL 26 SIS BEL 94 HEL SEM 31 DRO FLO 24 PEN ALO CONCRETE BLOCK LANDSCAPE WALL 3 PD-2 32 DRO FLO 25 SIS BEL 26 HEL SEM 27 PEN ALO 17 PEN ALO 61 SEN TAL 12 MYO PAR 150 PEN ALO 14 MYO PAR 18 HEL SEM 29 HEL SEM 72 DRO FLO 2 PD-1 2 PD-1 6 PD-2 12" SETBACK FROM BACK OF CURB FOR ALL PLANTING AREAS IN MEDIAN. 12" SETBACK FROM PAVEMENT FOR THIS PLANTER AREA. 12" SETBACK FROM PAVEMENT FOR THIS PLANTER AREA. TREE ROOT BARRIER, TYP.2 PD-2 AREA DISTURBED WITH IN THE IRVINE COMPANY PROPERTY, TYP. REPLACE DAMAGED PLANTS AND REPLANT A MINIMUM OF 15' WIDTH TO THE %$&.2)7+(&21&5(7(´9µ',7&+3/$17 QUANTITIES SHOWN IS FOR ESTIMATION ONLY. CONTRACTOR SHALL FILL IN THE PLANTING AREA AS REQUIRED. 350 XYL CON PR O M O N T O R Y D R I V E EA S T 4 PD-1 30'-0" O.C. TYP. ADDITIVE ALTERNATE ITEM - PALM TREE IN TREE WELL, TYPICAL OF 2 ON THIS SHEET. EXISTING CONCRETE PAVEMENT TO REMAIN FOR BASE BID. DAMAGED TURF DUE TO CONSTRUCTION TO BE REPLACED, SEE LEGEND. 6 PHO DAC EX. OCSD MANHOLE 12'-0" SIDEWALK EXTENSION IN THE PLANTER STRIP, SEE RETAINING WALL PLANS FOR LOCATION. MARK THOMAS AV 08/30/2019 C-7224-1 I l ----------- / -- I I ---------- I I I \ / \ -- S------ • ,., /, ,. I _____ 5 ------S -----S -- -\ .I, --s 1---------~-~~~---.:--· -------------· --+----_J • -----s-s --- .· ~---s==::::::~==-, ------~-I --.r.>1,.af'"';;,. ,. -L --1 - -- ~ ~ c<>1-·-=--1· 1----,----~ \ \ ......_ - -- I / - 2 -----------=---- AS BU!L T CORRECTIONS BY ------- CONTRACT NO. _____ _ DATE ________ _ 37+00 s- 8-___J MARK ■■THOMAS 16795 VON KARMAN AVE., SUITE 240 IRVINE, CA 92606 (949) 477-90DO -- 2 - JB-1-0o --s / -, ,- ·'·"""':~--.~-,......LJ,-,,_ ~,_ . " •. • 1.1 - 1 .. - I 09/04/1 ADDENDUM #6 • , -----I ._,.: .. . l/ ( ·'/21 :~ I I APPROVAL RECOMMENDED: 02/13/19 ADDENDUM #5 01/31/19 ADDENDUM #4 ~t t 1:12t;111s9~/;,1t 8AAID~D~E~NiD~uiM~#~3~----------l--=] PAlRICK ARCINIEGA RCE 70740 SENIOR CIVIL ENGINEER 10/30/18 ADDENDUM #2 DESIGNED: DRAWN: cw cw NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DATE: ES 09 10 2018 2 SHEET OF E 0 OCl "' 0) 0) '-0) ~ 0) 0 "' ;t -,, 0.. 0..1 VJ _J :! 0 ~ [/) -" " ..c VJ / " a. 0 " [/) -,, C: 0 ? 0 0 <( u / [/) -C: " E i!! 0 L a. E i!! ·c: 0 " -,, -~ 0 m I i ~ r-- 1 <>:: I ..c " 0 " m PLANTING PLAN BAYSIDE DRIVE FROM 39+50 TO 49+50 MA T C H L I N E - S T A 4 9 + 5 0 - S E E S H E E T P P - 5 MA T C H L I N E - S T A 4 4 + 5 0 - S E E A B O V E R I G H T MA T C H L I N E - S T A 3 9 + 5 0 - S E E S H E E T P P - 3 M A T C H L I N E - S T A 4 4 + 5 0 - S E E B E L O W L E F T BAYSIDE DR I V E BAYSIDE DRIVE BA Y S I D E C O V E 39 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6088-S C-7224-140'20'10'0' FOR PLANTING NOTES AND LEGEND, SEE SHEET PP-5 EXISTING TREE TO REMAIN, TYP. 2 TRI CON 2 TRI CON 2 ARC CUN ROW THERMOPLASTIC MEDIAN PAVEMENT, TYP. SEE SPECIFICATIONS. ROW ROW ROW 16 KNI UVA 8 MYO PAR 32 SEN TAL 3 GAU LIN PP-4 36 5 SEN TAL EXISTING TREE WELLS TO REMAIN. REMOVE EXISTING TREES AND ROOT MASS PRIOR TO PLANTING THE NEW TREES. CONTRACTOR SHALL FIELD LOCATE EXISTING IRRIGATION EQUIPMENT AND PIPES PRIOR TO ANY EXCAVATION. 12" SETBACK FROM BACK OF CURB FOR ALL PLANTING AREAS IN MEDIAN. EXISTING TREE WELLS TO REMAIN. REMOVE EXISTING TREES AND ROOT MASS PRIOR TO PLANTING THE NEW TREES. CONTRACTOR SHALL FIELD LOCATE EXISTING IRRIGATION EQUIPMENT AND PIPES PRIOR TO ANY EXCAVATION. TREE ROOT BARRIER, TYP.2 PD-2 1 PD-2 1 PD-2 MARK THOMAS AV 08/30/2019 C-7224-1 L_ I -t --'. • --,-=:---._ • > . . ---..: .• "'· -·.. --. .I I - / I ---- -- l_c_~==-:::::;;_ ~---====-===== ' . _ _.--a • -a I --. v.v-- I I I T ---T - --- -- 8 s------S -- AS BUil T CORRECTIONS BY, ____ _ CONTRACT NO. _____ _ DATE _________ _ --r - he 4 MARK ■■THOMAS 16795 VON KARMAN AVE., SUITE 240 IRVINE, CA 92606 (949) 477-9000 - ---- ---- ----- I ------- ------- -----I I ---1 - - ----- - - - ----- - ------ -- - NO. DATE DESCRIPTION OF REVISIONS APPROVAL RECOMMENDED: PAlRICK ARCINIEGA RCE 70740 SENIOR CIVIL ENGINEER DESIGNED: DRAWN: cw cw APPROVED CHECKED: ES DA 1E~ 10 2018 rn ~ Q) "' 0 ~ - E 0 OCl "' 0) 0) .::::_ 0) 0 ........ 0) 0 "' ;t .,, a: n. I en "j_ 0 ID / rn -Q) Q) ..c en / Q) a. 0 " rn .,, C 0 ...J / 0 0 <( u / rn -C Q) E Q) > 0 ~ a. E Q) > ·.:: 0 Q) .,, -~ 0 ID I ... 0 -r---I Ct'. I ..c " 0 Q) ID -~ 0 a. ;t Q) SHEET OF 3--, SYMBOL ABBREVIATION BOTANICAL NAME COMMON NAME WATER USE SIZE SPACING TREES ARC CUN ARCHONTOPHOENIX CUNNINGHAMIANA (10'-12' BTF)KING PALM M 36" BOX, MIN.AS SHOWN ERY FAL ERYTHRINA FALCATA BRAZILIAN CORAL TREE M 36" BOX AS SHOWN SYA ROM SYAGRUS ROMANZOFFIANA (10'-12' BTF)QUEEN PALM M 36" BOX, MIN.AS SHOWN TRI CON TRISTANIA CONFERTA BRISBANE BOX L 36" BOX AS SHOWN PHO DAC PHOENIX DACTYLIFERA (25' BTF)DATE PALM L 25' BTF AS SHOWN SHRUBS AGA BLU AGAVE X 'BLUE BLOW'BLUE GLOW AGAVE L 5 GAL AS SHOWN GAU LIN GAURA LINDHEIMERI 'PASSIONATE BLUSH'PASSIONATE BLUSH GAURA L 1 GAL AS SHOWN KNI UVA KNIPHOFIA UVARIA RED-HOT POKER L 5 GAL AS SHOWN LIR MUS LIRIOPE MUSCARI 'MAJESTIC'BIG BLUE LILLY TURF M 1 GAL AS SHOWN XYL CON XYLOSMA CONGESTUM 'COMPACTA'COMPACT XYLOSMA M 5 GAL 3'-0" OC GRASSES /PERRENNIALS HEL SEM HELICTROTRICHON SEMPERVIRENS BLUE OAT GRASS L 1 GAL AS SHOWN PEN ALO PENNISETUM ALOPECUROIDES 'HAMELN'HAMELN FOUNTAIN GRASS L 1 GAL 2'-0" OC SIS BELL SISIRINCHIUM BELLUM CALIFORNIA BLUE-EYED GRASS L 1 GAL 2'-0" OC VINES FIC REP FICUS REPENS CREEPING FIG M 5 GAL AS SHOWN GROUNDCOVERS CAS MAC CARISSA MACROCARPA 'GREEN CARPET'NATAL PLUM L 1 GAL AS SHOWN DRO FLO DROSANTHEMUM FLORIBUNDUM ROSEA ICE PLANT L 1 GAL 3'-0" OC LAN CAM LANTANA CAMARA 'NEW GOLD'NEW GOLD LANTANA L 5 GAL AS SHOWN LAN MON LANTANA MONTEVIDENSIS 'WHITE LIGHTNIN'WHITE LIGHTNIN TRAILING LANTANA L 5 GAL AS SHOWN MYO PAR MYOPORUM PARVIFOLIUM CREEPING MYOPORUM L 1 GAL 4'-0" OC SEN TAL SENECIO TALINOIDES BLUE FINGER L 1 GAL 2'-0" OC TURF REMOVE EXISTING DAMAGED TURF DUE TO CONSTRUCTION WITHIN THE IRVINE COMPANY'S PROPERTY, REPLACE TO MATCH EXISTING TURF UP SLOPE. CONTRACTOR SHALL FIELD VERIFY THE EXACT AREA LIMIT. MATERIAL AND INSTALLATION SHALL MEET THE SATISFACTION OF THE PROPERTY OWNER. MULCH ONLY, SEE PLANTING NOTES AND SPECIFICATIONS PLANTING PLAN AND MARINE AVENUE MA T C H L I N E - S T A 4 9 + 5 0 - S E E S H E E T P P - 4 M A R I N E A V E N U E J A M B O R E E R O A D BAYSIDE DRIVE, JAMBOREE ROAD BAYSIDE DRIVE 39 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6088-S C-7224-140'20'10'0' 10 KNI UVA 5 LAN CAM 71 SEN TAL ROW ROW PLANTING NOTES 1.MULCH: INSTALL A UNIFORM THREE INCH COVERING, OF BARK MULCH, 1/4 INCH TO 3/4 INCH PARTICLE SIZE, IN ALL PLANTING AREAS, INCLUDING AREAS WITH EXISTING TREES TO REMAIN. MULCH SHOULD NOT TOUCH TRUNK OF TREES. MULCH SHALL BE FIR BARK CHIPS IN DARK BROWN COLOR. 2.EXISTING PLANT MATERIAL: PROTECT ALL EXISTING PLANT MATERIAL TO REMAIN. SEE CIVIL PLANS. AVOID OR MINIMIZE SOIL DISTURBANCE WITHIN OR NEAR THE EXISTING TREES TO REMAIN. CONTRACTOR TO REPAIR ANY DAMAGES INCURRED AS A DIRECT RESULT OF THIS CONTRACT TO THE OWNER'S SATISFACTION AT NO ADDITIONAL COST. 3.GROUNDCOVER: PROVIDE GROUNDCOVER AT INDICATED ON-CENTER SPACING THROUGHOUT ALL PLANTING AREAS. GROUNDCOVER SHALL BE PROVIDED UP TO THE WATERING BASIN OF ALL TREES AND SHRUBS. 4.TOPSOIL: CONTRACTOR SHALL EXCAVATE ALL PLANTING AREAS IN MEDIANS AND BETWEEN ROADWAY CURB AND SIDEWALK TO A MINIMUM DEPTH OF 24". ALL EXISTING ROADWAY PAVEMENT AND AGGREGATE BASE SHALL BE REMOVED FROM THE PLANTING AREAS BEFORE INSTALLING AMENDED TOPSOIL. TOPSOIL SHALL BE INSTALLED 3" BELOW FINISH GRADE OF SURROUNDING HARDSCAPE TO ALLOW FOR 3" OF MULCH. TOPSOIL SHALL BE CLASS A AT PLANTING AREAS IN THE ROADWAY MEDIANS, TREE WELLS AND VINE PLANTING ALONG THE RETAINING WALL. TOPSOIL IN ALL OTHER PLANTING AREAS SHALL BE CLASS C. SEE SPECIFICATIONS FOR MORE INFORMATION. 5.ROOT BARRIERS: CONTRACTOR SHALL INSTALL LINEAR ROOT BARRIER PER PLANS. SEE TREE ROOT BARRIER DETAIL 2/PD2. 6. CONTRACTOR SHALL NOT EXCAVATE EXISTING SOIL WITHIN THE DRIP LINE OF EXISTING TREES TO REMAIN. 7.SHRUBS: SHRUBS SHALL NOT BE PLANTED WITHIN 3' MINIMUM OF NEWLY PLANTED TREES. A LAYER OF MULCH SHALL BE PLACED AROUND THE TREES AS NOTED ABOVE. THERMOPLASTIC CROSSWALK PAVEMENT, TYP OF 4. PP-5 37 7 PD-2 PD-2 4 PD-2 5 PLANT LEGEND PRESERVATION AND PRUNING OF EXISTING TREES 1. WHERE THE NATURAL GRADE WITHIN THE DRIPLINE MUST BE DISTURBED MORE THAN PLUS OR MINUS SIX INCHES, PRECAUTIONS MUST BE TAKEN TO PROVIDE PROPER DRAINAGE AND AERATION. THE TREES SHALL BE PRUNED TO REMOVE WOOD AND TO ENHANCE FORM. 2. PRUNING IS TO BE PREFORMED BY TREE WORKERS WHO, THROUGH RELATED TRAINING AND ON-THE-JOB EXPERIENCE, ARE FAMILIAR WITH THE TECHNIQUES AND HAZARDS OF THIS WORK INCLUDING TRIMMING, MAINTENANCE, REPAIRING OR REMOVAL, AND EQUIPMENT USED IN SUCH OPERATIONS. THE USE OF CLIMBING SPURS OR IRONS IS NOT APPROVED IN PRUNING OPERATIONS ON LIVE TREES. THIS TYPE OF WORK IS A POTENTIALLY HAZARDOUS OCCUPATION AND IS TO BE UNDERTAKEN ONLY BY TRAINED PERSONNEL OR UNDER THE SUPERVISION OF TRAINED PERSONNEL, ALL OF WHOM ARE COVERED WITH WORKERS COMPENSATION, PROPERTY DAMAGE, PUBLIC LIABILITY, AND COMPLETED OPERATIONS INSURANCE. PRUNING 1. PRUNING SHALL CONSIST OF THE REMOVAL OF DEAD, DYING, DISEASED, INTERFERING, OBJECTIONABLE, AND WEAK BRANCHES ON THE MAIN TRUNKS AS WELL AS THOSE WITHIN THE LEAF AREA. AN OCCASIONAL BRANCH UP TO ONE INCH IN DIAMETER MAY REMAIN WITHIN THE MAIN LEAF AREA WHERE IS IS NOT PRACTICAL TO REMOVE IT. 2. THE FOLLOWING SPECIFICATIONS SHALL APPLY: - ALL CUTS SHALL BE MADE SUFFICIENTLY CLOSE TO THE TRUNK OF PARENT LIMB, WITHOUT CUTTING INTO THE BRANCH COLLAR OR LEAVING A PROTRUDING STUB, SO THAT CLOSURE CAN READILY STAR UNDER NORMAL CONDITIONS. CLEAN CUTS SHALL BE MADE AT ALL TIMES. - IT IS NECESSARY TO PRECUT BRANCHES TOO HEAVY TO HANDLE TO PREVENT SPLITTING OR PEELING BARK. WHERE NECESSARY TO PREVENT TREE OR PROPERTY DAMAGE, BRANCHES SHALL BE LOWERED TO THE GROUND BY PROPER ROPES OR EQUIPMENT. - TREATMENT OF CUTS AND WOUNDS, WITH TREE WOUND DRESSING, IS OPTIONAL EXCEPT WHERE OPEN WOUNDS IN CERTAIN TREES MAY ATTRACT INSECTS THAT CARRY DISEASE OR ALLOW FUNGUS INVASION. IF SUCH TREATMENT IS MADE, MATERIALS NON-TOXIC TO THE CAMBIUM LAYER MUST BE USED, AND CARE TAKEN TO TREAT ONLY THE EXPOSED WOOD WITH A THINK COAT OF DRESSING. - ON TREES KNOWN TO BE DISEASED, TOOLS ARE TO BE DISINFECTED WITH METHYL ALCOHOL AT 70% (DENATURED WOOD ALCOHOL DILUTED APPROPRIATELY WITH WATER) OR CLOROX SOLUTION AFTER EACH CUT AND BETWEEN TREES WHERE THERE IS KNOWN TO BE A DANGER OF TRANSMITTING THE DISEASE ON TOOLS. - OLD INJURIES ARE TO BE INSPECTED. THOSE NOT CLOSING PROPERLY AND WHERE THE CALLUS GROWTH IS NOT ALREADY COMPLETELY ESTABLISHED SHOULD BE TRACED WHERE APPROPRIATE. IF DESIRED, FOR COSMETIC PURPOSES, THE WOUND MAY BE TREATED WITH A THIN COAT OF WOUND DRESSING. - ALL GIRDLING ROOTS VISIBLE TO THE EYE ARE TO BE CUT. - THE PRESENCE OF ANY STRUCTURAL WEAKNESS, DISEASE CONDITIONS, DECAYED TRUNK OR BRANCHES, SPLIT CROTCHES OR BRANCHES, SHOULD BE REPORTED IN WRITING TO THE OWNER, AND CORRECTIVE MEASURES RECOMMENDED. - EXISTING OAKS SHALL BE SPRAYED WITH SEVIN AND DIAZINON AS PER THE DIRECTIONS OF THE MANUFACTURER TO CONTROL LEAF ROLLERS AND WORMS. ALSO APPLY THE HERBICIDE ROUNDUP UNDERNEATH THE DRIPLINE OF ALL EXISTING TREES TO REMAIN, TO CONTROL WEED GROWTH DURING CONSTRUCTION. APPLY AS PER THE DIRECTION OF THE MANUFACTURER. PRESERVATION 1. EACH TREE OR GROUP OF TREES SHALL BE FENCED BY A CHAIN LINK FENCE PRIOR TO ANY GRADING OR MOVEMENT OF HEAVY EQUIPMENT OF ISSUANCE OF ANY PERMITS. 2. FENCING SHALL BE LOCATED ONE FOOT OUTSIDE THE DRIPLINE OF THE TREE OR TREES. 3. PARKING OF VEHICLES, EQUIPMENT, OR STORAGE OF MATERIAL UNDER THE DRIPLINE OF TREES SHALL NOT OCCUR AT ANY TIME. ADDITIONAL NOTES FOR PLANTING AREAS WITHIN THE PROPERTY OF IRVINE COMPANY: 1.ALL LANDSCAPE RETROFIT WITHIN THE IRVINE COMPANY'S PROPERTY SHALL BE INSTALLED PER IRVINE COMPANY APARTMENT COMMUNITY STANDARDS, DATED JUNE 1, 2018. CONTRACTOR SHALL CONTACT THOMAS SABIN, REPRESENTATIVE OF THE IRVINE COMPANY AT 949-734-6375 TO OBTAIN A COPY PRIOR TO ANY CONSTRUCTION ACTIVITY. 2.MULCH: 08/&+6+$//%($µ/$<(52)´)25(67)/22508/&+µ,16,=(µµ%<$*8,1$*$*5((1 (949-786-9558) 3.THE EXISTING SOIL ON THE SLOPE WITHIN THE DISTURBED AREAS AS SHOWN ON THE PLANS SHALL BE TESTED. CONTRACTOR SHALL SUBMIT AGRONOMIC SOIL TEST RESULTS TO THE REPRESENTATIVE OF THE IRVINE COMPANY PRIOR TO PLANT INSTALLATION. ALL SOIL AMENDMENT RECOMMENDATIONS FROM THE TEST RESULT SHALL BE IMPLEMENTED. DATE PALM PLANTING NOTE CONTRACTOR SHALL SUBMIT DATE PALM (PHOENIX DACTYLIFERA) SELECTION AND INSTALLATION METHOD TO THE LANDSCAPE ARCHITECT. THE ABOVE SUBMITTAL SHALL BE APPROVED BY THE CITY OF NEWPORT BEACH AND THE LANDSCAPE ARCHITECT PRIOR TO TRANSPORTING THE PALMS ON SITE FOR INSTALLATION. MARK THOMAS AV 08/30/2019 C-7224-1 I I ~ I I -----/-'---------- -.,..,,, ---=---- • • =-== = = ' AS BUil T CORRECTIONS BY ____ _ CONTRACT NO. _____ _ DATE ________ _ 3 I 2 0 0 -e 0 - ♦ P3 tee' _::0 3 2 2 2 --- +--- 52+00 I I I I E " IX) I') a, a, .::::.. a, ~ O'l 0 "' ~ -0 Q_ a_l If) i " ~ "' -Q) Q) .c ;:J-- 0) a_ " " "' u C ~ 0 0 <( ;3-- U) -C Q) E !; e a_ E !; ·c: 0 Q) -0 -~ " CD I ... 0 .------------------~;;;;;::--,L---_ 7_.j-_ -_ -_ -_ -_ -_ -_rl--_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ 1t---_ -_ -_ --TAFAP'PiPR'icoiVivA\LLRRECECxiioMw;MillENNCDirrED>:°": -r----------------------1; he 4 MARK ~~/. L---L------t--------------,---~ ■ ■ T H O M AS SENIOR CIVIL ENGINEER ; PATRICK ARCINIEGA RCE 70740 TE 240 ;"' 8 tcE]~~~8~~~~===---------+---tai"a;:--::JiJRiii~---:::t-----------------I~=-=-=-=-=-=-=-=-=-=-J e-" 16795 VON KARMAN AVE., SUI 9•-ai-,0,0 ,0._3 01 /31 /19 ADDENDUM #4 > IRVINE, CA 92606 ~~-01 Dote ~ DESIGNED: DRAWN: cw (949) 477-9000 Dote & 12/19/18 ADDENDUM #3 cw DATE: SHEET OF ? OF C~~ DESCRIPTION OF REVISIONS APPROVED CHECKED: ES 09 10 2018 --, NO. DATE KEY: 1 LIMIT OF PLANTING 2 TYPICAL SPACING (D). SEE PLANTING PLAN. 3 GROUNDCOVER PLANT, SIZE AS DENOTED ON PLANTING PLAN. 4 SHRUB MASS, TYP. EQUAL EQ U A L E Q U A L D D O R 36 " M I N . CL CL D O R 36 " MI N . 2 3 4 1 KEY: 1 TREE TIES AT TWO LOCATIONS, REFER TO SPECIFICATIONS FOR TYPE, (FOUR TOTAL) TYP. PROVIDE 5" - 6"OF SLACK IN TIES TO ALLOW FOR TREE MOVEMENT IN THE WIND. 2 TWO 2" DIA. TREATED LODGEPOLE TREE STAKES (SET PLUMB) DO NOT PENETRATE ROOTBALL. 3 ROOT BALL, SET CROWN 2" ABOVE FINISH GRADE. PROVIDE POSITIVE DRAINAGE AWAY FROM ROOTBALL. 4 WATER RETENTION BERM (EXCEPT IN TURF AREAS). 5 BARK MULCH. REFER TO SPECIFICATIONS. 6 FERTILIZER TABLETS, REFER TO SPECIFICATIONS FOR TYPE. 7 PLANTING PIT TO BE TWICE THE DIAMETER OF ROOT BALL. FOR BACKFILL MIX, REFER TO SPECIFICATIONS. 8 SECURE TREE TIE WITH GALV. FENCE STAPLE. PREVAILING WIND PLAN VIEW TREE 2/ 3 O F T R E E H E I G H T OR L O W E R A S RE Q U I R E D T O KE E P S T A K E S BE L O W L I M B S 3" 1/ 3 O F TR E E H E I G H T 1 2 3 4 5 6 7 8 2 N.T.S. TREE PLANTING1 PD-1 NOTES: 1.REFER TO SPECIFICATIONS AND PLAN SHEETS FOR MORE INFORMATION. KEY: 1 BARK MULCH, SEE SPECIFICATIONS. 2 FERTILIZER TABLETS, SEE SPECIFICATIONS. 3 WATER RETENTION BERM. 4 ROOT BALL- SET CROWN 1" ABOVE FINISH GRADE. PROVIDE POSITIVE DRAINAGE AWAY FROM ROOTBALL. 5 PLANTING PIT TO BE TWICE THE DIAMETER OF ROOTBALL. FOR BACKFILL MIX, REFER TO SPECIFICATIONS. 6 UNDISTURBED NATIVE SOIL UNDER ROOTBALL. PROVIDE POSITIVE DRAINAGE AWAY FROM ROOTBALL. NOTES: 1.REFER TO SPECIFICATIONS AND PLAN SHEETS FOR MORE INFORMATION. 3" 2" 3 2 1 6 5 4 PALM TREE PLANTING 2 PD-1 N.T.S. 1 2 5 6 KEY: 1 SINGLE PLY TWINE, SEE NOTES. 2 PRUNED PALM CROWN. 3 ROOTBALL (BURLAP REMOVED). 4 WASHED SAND, SEE NOTES. 5 3" MULCH, SEE SPECS. 6 BUBBLERS, TYP. OF 4 AT EACH PALM TREE, SEE IRRIGATION PLANS. 7 IMPORT TOPSOIL MINIMUM OF 24" IN DEPTH, SEE SPECS 8 NATIVE SUBSOIL NOTES: 1.PALMS SHALL BE PLANTED IN LATE SPRING OR EARLY SUMMER, NO LATER THAN MID-JULY. 2. ROOTBALL SIZE FOR PALMS SHALL CONFORM TO REQUIREMENTS IN NOTE 4 BELOW. EXCAVATE PLANTING PITS AS OUTLINED BELOW PRIOR TO ON SITE DELIVERY OF TREES, TO MINIMIZE THE TIME THE TREES WILL BE OUT OF THE GROUND. EXCAVATE PLANTING PIT TO DEPTH REQUIRED FOR ROOTBALL DEPTH PLUS 12 INCHES AND TO DIAMETER REQUIRED PLUS 24 INCHES. VERIFY SIZE OF ROOTBALL PRIOR TO CALCULATING AMOUNT OF IMPORT BACKFILL. SCARIFY SIDES AND BOTTOM OF PLANTING PIT. TEST PIT FOR DRAINAGE BY FILLING WITH WATER TO 18 INCH DEPTH AND OBSERVE TIME REQUIRED FOR COMPLETE DRAINAGE. IF ANY WATER IS STILL STANDING IN PIT AFTER 30 MINUTES, CORRECTIVE MEASURES MUST BE TAKEN TO INSURE PROPER AND FAST DRAINAGE OF PIT. RETEST AS NECESSARY. 3. PROTECT PALM `BUD' OR `HEART' BY TYING UP FLEXIBLE FRONDS OVER BUD WITH SINGLE PLY TWINE. WRAP BUD ONCE ONLY, MEDIUM TIGHT (DO NOT EXCESSIVELY TIGHTEN). PRUNE ANY STIFF FRONDS THAT CANNOT BE TIED UP OVER BUD TO REDUCE PLANT TRANSPIRATION. 4. ROOTBALL SIZE FOR PALMS SHALL CONFORM TO THE FOLLOWING REQUIREMENTS. DIG PALM ROOTBALL TO PROVIDE 12 PLUS INCHES OF EARTH AND ROOTS BEYOND EXTERIOR OF TRUNK AT BASE FOR COMPLETE CIRCUMFERENCE (EXAMPLE: IF TRUNK BASE IS 12" IN DIAMETER, ROOTBALL WILL BE 36" IN DIAMETER). ROOTBALL SHALL BE DUG TO DEPTH OF 3 FEET. WRAP ROOTBALL WITH BURLAP AND KEEP LIGHTLY MOISTENED DURING TRANSPORT. REMOVE BURLAP BEFORE PLANTING. ROOTBALL SHALL BE DUG NO SOONER THAN 24 HOURS BEFORE TRANSPLANTING TO JOB SITE. 12"12" BR O W N T R U N K F E E T H E I G H T AS S P E C I F I E D 5.BACKFILL SIDES OF ROOTBALL WITH WASHED SAND TO WITHIN 12" OF FINISH GRADE. COMPACT BACKFILL BY JETTING WITH WATER. 6. WATER PALMS DEEPLY AND INFREQUENTLY. KEEPING MOISTURE LEVELS NEAR OR AT FIELD CAPACITY. FREQUENCY OF WATERING WILL VARY WITH TYPE OF SOIL. 7.DO NOT FERTILIZE UNTIL NEW GROWTH STARTS. THEN APPLY A SLOW RELEASE BALANCED FERTILIZER WITH AN AMMONIUM NITROGEN SOURCE. 8. LEAVE SINGLE STRAND OF TWINE ON TREE HOLDING FRONDS UP OVER BUD UNTIL IT ROTS OR BREAKS, RELEASING FRONDS AFTER PLANTS HAD TIME TO GROW NEW ROOTS AND ADAPT TO NEW LOCATION. 12"12" FINISH GRADE 12 " 8 3 7 4 N.T.S. SHRUB PLANTING3 PD-1 N.T.S. SHRUB AND GROUNDCOVER SPACING5 PD-1N.T.S. N.T.S. 5 6 VINE PLANTING ON WALL KEY: 1 RETAINING WALL, SEE CIVIL PLANS. 2 VINE. TRAIN TO WALL. 3 ROOT BALL, SET 1" ABOVE FINISH GRADE. 4 MULCH 5 PLANT PIT, BACK FILL WITH IMPORT TOP SOIL, REFER TO SPECS. 6 SIDEWALK. SEE CIVIL PLANS. 7 FERTILIZER TABLETS, SEE SPECS. 8 UNDISTURB NATIVE SOIL UNDER ROOTBALL PROVIDE POSITIVE DRAINAGE AWAY FROM ROOTBALL. 2 3 4 8 7 1 24 " M I N 12" WIDE UNLESS OTHERWISE SHOWN ON CIVIL PLANS. FINISH GRADE 4 PD-1 39 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6088-S C-7224-1 PLANTING DETAILS BAYSIDE DRIVE 38 PD - 1MARK THOMAS AV 08/30/2019 C-7224-1 0 0 0 0 0 0 0 0 I 11 I 1 ~I I rt:.,,,W"-'; I ..., .,,_ ' 0 0 0 0 0 0 AS BUil T CORRECTIONS BY - CONTRACT NO DATE • h ◄ MARK ■■THOMAS 16795 VON KARMAN IRVINE, CA ~~~0/UITE 240 (949) 477-9000 0 0 0 0 0 0 0 0 NO. 0 0 0 0 0 0 0 0 DATE DESCRIPTION OF REVISIONS 0 0 0 0 APPROVAL RECOMMENDED: PATRICK ARCINIEGA RCE 70740 SENIOR Cl\.1L ENGINEER DESIGNED: CW DRAWN: cw APPROVED CHECKED: DATE: ES 09 10 2018 I ' I ___ ,/ / J I ' ' SHEET OF N.T.S. TREE WELL1 PD-2 KEY: 1 ROOT BARRIER SEE DETAIL 2 TREE WELL, SEE CIVIL PLANS. 3 TREE AND ASSOCIATED ROOT BALL, CENTER IN TREE WELL. 4 GROUND COVER OR BARK MULCH, SEE PLANTING PLANS. 5 ADJACENT CONCRETE PAVEMENT, SEE CIVIL PLANS. PLAN VIEW 1 2 3 4 5 4 3 5 1 SECTION VIEW KEY: 1 TREE PLANTING, SEE TREE PLANTING DETAIL. 2 BARK MULCH, REFER TO SPECIFICATIONS. 3 ADJACENT CURB OR PAVEMENT, SEE PLAN. 4 NATIVE OR IMPORT SOIL. 5 LINEAR ROOT BARRIER,BY DEEPROOT, INC. OR APPROVED EQUAL. INSTALL CENTERED ON TREE, PARALLEL TO ALL HARD EDGES LESS THAN 5'-0" FROM TREE. ALL CORNERS SHALL BE 90 DEGREES. CONNECT ALL CORNERS WITH MANUFACTURER'S COUPLINGS. INSTALL PER MANUFACTURER'S SPECIFICATIONS. ALIGN TOP OF ROOT BARRIER PANELS FLUSH WITH FINISHED GRADE IN PLANTER. 6 COMPACTED SUBGRADE, SEE PLANS AND SPECS. NOTES: 1.REFER TO SPECIFICATIONS AND PLAN SHEETS FOR MORE INFORMATION. 10 ' - 0 " CL SECTION VIEW: 1 2 3 4 6 5 5 PLAN VIEW: PLANTER 1 N.T.S. TREE ROOT BARRIER2 PD-2 3 N.T.S. TREE WELL PLANTING SCHEME A4 PD-2 KEY: 1 TREE WELL IN SIDEWALK 2 PALM , CENTER IN TREE WELL 3 LIRIOPE MUSCARI, SEE PLANT LIST 4 ADJACENT CONCRETE PAVEMENT, SEE CIVIL PLANS. 5 MULCH LAYER. SEE PLANTING NOTES. PLAN VIEW 1 2 3 4 N.T.S. TREE WELL PLANTING SCHEME B5 PD-2 KEY: 1 TREE WELL IN SIDEWALK 2 PALM, CENTER IN TREE WELL 3 CARISSA MACROCARPA 'GREEN CARPET', SEE PLANT LIST. SPACE PLANTS EQUIDISTANT. 4 ADJACENT CONCRETE PAVEMENT, SEE CIVIL PLANS. 5 MULCH LAYER. SEE PLANTING NOTES. PLAN VIEW 1 2 3 4 3" N.T.S. CONCRETE BLOCK LANDSCAPE WALL 5 KEY: 1 CONCRETE BLOCK WALL UNIT. 2 CONCRETE BLOCK WALL CAP UNIT. GROUT TO TOP COURSE OF BLOCK UNIT. 3 1/8" PEA GAVEL. 4 ADJACENT EXISTING CONCRETE PAVING. 5 FINISH GRADE. 6 MULCH LAYER. 7 AGGREGATE BASE LEVELING PAD, CLASS 2, COMPACT TO 95%. 8 SUBGRADE COMPACT TO 95%. 9 BACKFILL OF NATIVE TOP SOIL COMPACTED TO 80%. 6" 2 1 3 4 6 7 8 9 4" 1 2 3 KEY: 1 BOULDER 3' - 4' LENGTH, 3' - 4' WIDTH, 2' - 3' HEIGHT. 2 BOULDER 2' - 3' LENGTH, 2' - 3' WIDTH, 1'-6" - 2' HEIGHT. 3 PLANTING OR TURF BED, SEE PLANTING PLAN AND SPECIFICATIONS. NOTES: 1.BOULDERS TO BE PLACED 1/3 HEIGHT INTO GRADE WITH NO ACUTE ANGLES BETWEEN ROCK FACE AND FINISH GRADE. MINIMUM SIZE 2'-6" IN DIAMETER. CITY REPRESENTATIVE TO FIELD VERIFY PLACEMENT OF ALL BOULDERS. N.T.S. LANDSCAPE BOULDERS6 PD-2 THERMOPLASTIC CROSSWALK PAVEMENT PATTERN PD-2 7 N.T.S. NOTES: 1 SEE CIVIL PLANS FOR MORE INFORMATION OF ASPHALT PAVEMENT AND CROSSWALK LOCATIONS. 2. SEE SPECIFICATIONS FOR THERMOPLASTIC APPLICATION. KEY: 1 12" WIDE THERMOPLASTIC CROSSWALK MARKING. SEE CIVIL PLANS. 2 ASPHALT PAVEMENT STAMPED WITH WAVE PATTERN AS SHOWN. 3 3" WIDE THERMOPLASTIC STRIP IN SKY BLUE COLOR, TO BE PLACED IN THE STAMPED ASPHALT IMPRESSION BEFORE HEATING. 4 3" WIDE THERMOPLASTIC STRIP IN WHITE COLOR 5 POINT OF CONVEX CURVATURE AT TANGENT, PROVIDE SMOOTH TRANSITION. 6 CENTER LINE OF CROSSWALK 7 CENTER LINE OF ARC 1 24 18'-6 1 4"18'-6 1 4"4'-7"4'-7" 9'-2" CL CL 5 5 3 6 90 CL CL 7 7 3 PD-2 PD-1 1 PD-1 2 5 5 NOTES: 1.SEE SPECIFICATIONS FOR MORE INFORMATION. PD-2 2 39 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6088-S C-7224-1 PLANTING DETAILS BAYSIDE DRIVE 39 PD - 2MARK THOMAS AV 08/30/2019 C-7224-1 I I I ' ' 0 0 0 I I _I I _I _: := 1-1 -0 =Ill ill : 111 r--11 1 1 _11 1 m-0 0 ill I -_==_== I I I T 1111 11 111 111 111 111 111 111 111 11 111 111T 1-----:-_I I I I I J 11. .111 111 111 ffi:: --=I 11-.' 0 0 0 0 ;,; 0 0 0 0 0 0 0 8 0 0 -e 00 =11 0 0 0 0 0 0 0 0 0 -11 m rn 'n-_--'-_-111 Ill Ill Ill ~ef,-11 Ill BUil T CORRECTIONS BY ____ _ CONTRACT NO. _____ _ DATE ________ _ MARK ■■THOMAS 16795 VON KARMAN AVE., SUITE 240 IRVINE, CA 92606 (949) 477-9000 I r ! ~ I --1--__...__ 0 0 0 0 0 0 0 APPROVAL RECOMMENDED: r--r---,--------------------+--_j PATRICK ARCINIEGA RCE 70740 SENIOR Cl\.1L ENGINEER DESIGNED: DRAWN: cw cw NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DA TE: ES 09 10 2018 0 0 0 0 0 0 0 0 0 SHEET OF