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HomeMy WebLinkAboutR_7017_S• • PROJECT LOCATION PACIFJc TOPOGRAPHICAL LEGEND ----POWER POLE *•POWER LIGHT© SEWER CLEANOUT @ SEWER MANHOLE @) STORM DRAIN MANHOLE @) COMMUNICATION MANHOLE -t@t FIRE HYDRANT OC1tg)'.D) BACK FLOW PREVENTER l!l WATER METER � [I] ml l!!I S !!!! PU LL BOX D VAULT :¢:-------o STREET LIGHT :¢;.,----<, TRAFFIC SIGNAL -B-G-TRAFFIC SIGNAL $ WATER VALVF_ Ee--GUY WIRE A SURVEY MONUMENT � SIGN f:/J VAULT VENT *O TREE d' IRRIGATION CONTROL VALVf_ � CORING LOCATION © ELECTRICAL MANHOLE �/c..c..�.1////d BUILDING - - - -EXISTING CONSTRUCTION - ---PROPERTY LINENEW CONSTRUCTION -- --- CENTERLINE - ---CITY BOUNDARY --0--0----0---SILT FENCECONCRETE BARRIER -•-•-FENCE BLOCK WALL UTILITY LINE LEGEND - -----ss-SEWER LINE------•-WATER LINE-----<;-GAS LINE-------£-ELECTRICAL LINE-----r-TELEPHONE LINE-----rs-TRAFFIC SIGNAL-----rv-CABLEVISION LINE-----<RR -SPRINKLER SYSTEM VICINllfY MAP NOT TO SCALE ABBREVIATIONS (IN ADDITION TO GREENBOOK SECTION 1-3.2) AB AGGREGATE BASE MED MEDIAN ARV AIR RELIEF VALVF_ ACP ASBESTOS CEMENT PIPE MH MANHOLE AC ASPHALT CONCRETE MJ MECHANICAL JOINT AGU ABOVE GROUND UTILITY MIN MINIMUMBC BEGIN CURVE MOC MIDDLE OF CURVF_ BCR BEGIN CURVE RETURN MON MONUMENT BFP BACKFLOW PREVENTOR MOVC MIDDLE OF VERTICAL CURVF_ BK BACK NG NATURAL GROUND BVC BEGIN VERTICAL CURVE N NORTH BLK BLOCK NGB NEW GRADE BREAK (SEE PVMT LEGEND) CATV CABLE TV NTS NOT TO SCALE Cl CAST IRON NO NUMBER <t,C/L CENTERLINE OC ON CURVE CB CATCH BASIN OG ORIGINAL GROUND CNB CITY OF NEWPORT BEACH PKM PARKING METER CF CURB FACE IPI PROPOSED CL CLASS PPB PEDESTRIAN PUSH BUTTON CLR CLEAR PE PLAIN END CLSM CONTROLLED LOW PCC PORTLAND CEMENT CONCRETE STRENGTH MATERIAL PROP PROPOSED CONC CONCRETE PB PULL BOX CP CATHODIC PROTECTION PUE PUBLIC UTILITY EASEMENT CTRL CONTROL RCP REINFORCED CONCRETE PIPEC&G CURB AND GUTTER RET RETAINING ow DOMESTIC WATER RSP ROCK SLOPE PROTECTION (E)EXISTING RT RIGHT E EAST /ELECTRIC R/W RIGHT OF WAY EC ENO CURVE SCH SCHEDULE ECR END CURVE RETURN s ,ss SEWER EG EDGE OF GUTTER s co SEWER CLEANOUT ELEC ELECTRICAL SD STORM DRAIN EVC END VERTICAL CURVE STLT STREET LIGHT EXIST EXISTING SSMH SEWER MANHOLEFE FLANGED END SHT SHEET FG FINISHED GROUND SW SIDEWALK FH FIRE HYDRANT s SOUTH FL FLOW LINE SCE SOUTHERN CALIFORNIA EDISON FLG FLANGE SQ SQUARE FM FORCE MAIN STL STEEL FW FORWARD TC TOP OF CURB G GAS TCE TEMPORARY CONSTRUCTION EASEMENT TCMH TELECOMMUNICATIONS MANHOLEGV GAS VALVE TELE, T TELEPHONE GB GRADE BREAK ICV IRRIGATION CONTROL VALVE TG TOP OF GRATE INST NO INSTRUMENT NUMBER TS TRAFFIC SIGNAL INV INVF_RT TSP TRAFFIC SIGNAL POLE IP&T IRON PIPE AND TAG UGU UNDERGROUND UTILITY IP IDENTICAL POINT w WEST/WATER IRRIG IRRIGATION W/ WITH LT LEFT WM WATER METER MAX MAXIMUM DETAIL LEGEND PAVEMENT LEGEND @= DETAIL NUMBER PER PLAN SHEET NUMBER EMERGENCY TELEPHONE NUMBERS GENERAL NOTES 1.ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARDSPECIFlCATIONS FOR PUBLIC WORKS CONSTRUCTION", 2015 EDITION AND SUPPLEMENTS TO DATE, EXCEPT AS OTHERWISE STATED IN THE CITY'SSTANDARD 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 ACTUALLOCATION 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, UNLESS NOTEDOTHERWISE.4.P.C.C. SHALL BE CLASS 560-C-3250.5.CONTRACTOR SHALL ADJUST CITY UllLlllES le.g. WATER 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. FAILURE TO DO SO WILL PLACE RESPONSIBILITY ON THE CONTRACTOR FOR CORRECTION. PUBLIC WORKS DEPARTMENT 8.ANY WORK NOT INDICATED ON THE DRAWINGS BUT CALLED FOR IN THE SPECIFICATIONS, OR VICE-VERSA, SHALL BE FURNISHED AND PERFORMED ASTHOUGH SPECIFICALLY INDICATED AND CALLED FOR IN BOTH. ANY WORK NOT INSTALLED ACCORDING TO DRAWINGS AND SPECIFICATIONS ORORDINANCES AND LAWS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE.9.SEE ADDITIONAL NOTES TO CONTRACTOR ON SHEET 2. JAMBOREE ROAD PAVEMENT REHABILITATION AND RECLAIMED WATER CONVERSION CONTRACT NO. 7885-2 PROJECT NO. 21R15 CONSTRUCTION NOTES CD COLD MILL EXISTING PAVEMENT TO A 2.5" DEPTH. ® CONSTRUCT 1.5" THICK ARHM OVER 1" THICK MIN. AC LEVF_LING COURSE. G)CONSTRUCT RIVF_R ROCK OVER RSP FABRIC !CLASS 8).G)REMOVF_ EXISTING IMPROVEMENTS AND CONSTRUCT CURB (TYPE B,O" CFl PER CNB STD. DWG. NO. 182 AND DETAIL 3 ON SHEET 15.0 CONSTRUCT 1.5" THICK ARHM OVER 2" THICK MIN. AC LEVELING COURSE. 0 CONSTRUCT 1.5" THICK ARHM OVER AC LEVELING COURSE WITH VARIABLE THICKNESS (2" TO 11 PER DETAIL 1 ON SHEET 15. @ REMOVE EXISTING IMPROVF_MENTS AND CONSTRUCT CURB RAMP PERCNB STD. DWG. NO. 181 (CASE "B "l AND DETAIL ON SHEET 19. @ CONSTRUCT MEDIAN FLARE PER SPPWC STD. PLAN NO. 141-2.@ CONSTRUCT MEDIAN TAPER PER SPPWC STD. PLAN NO. 140-3.@ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT CURB AND GUTTER!TYPE A, 8" CFI WITH MODIFIED GUTTER PAN PER CNB STD. DWG. NO. 182,DETAIL 3 ON SHEET 15 AND DETAIL 5 ON SHEET 19. @ REMOVE EXISTING IMPROVEMENTS ANO CONSTRUCT 12" PVC (SDR261 ANDPAVEMENT REPAIR PER CNB STD. DWG NOS. 106-A, 106-B, 106-C AND 323. APPROVED: _ V,�; �&-4:r.-"'\--"'-l�) JJ�-�l4_)��(/�1 -DATE: ))-'7--MZ/ 0 REMOVE EXISTING IMPROVF_MENTS AND CONSTRUCT CURB (TYPE B, 8" CFl PER CNB STD. DWG. NO. 182 ANO DETAIL 3 ON SHEET 15. ® CONSTRUCT STAMPED CONCRETE OVERLAY PER DETAIL 4 ON SHEET 15. ® REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT STAMPED CONCRETE SAFETY STRIP PER DETAIL 2 ON SHEET 15. ® REMOVE EXISTING IMPROVF_MENTS AND CONSTRUCT CURB AND GUTTER !TYPE A, 8" CF) PER CNB STD. DWG. NO. 182 AND DETAIL 3 ONSHEET 15. GUTTER PAN SLOPE SHALL MATCH ADJACENT PAVF_MENT SLOPE.® REMOVE EXISllNG IMPROVEMENTS AND CONSTRUCT PCC CURB (TYPE B, VARIABLE CF) PER CNB STD. DWG. NO. 182. CURB MAY BE INTEGRAL WITH ADJACENT PAVEMENT. DAVID A. WEBB, P.E., PUBLIC WORKS DIRECTOR @ REMOVF_ EXISTING IMPROVF_MENTS AND CONSTRUCT FULL DEPTH ACPAVEMENT REPAIR. DEPTH !INCLUDING SURFACE COURSE) = 14". ® REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT PCC CURB (TYPE B, VARIABLE CFl PER CNB STD. DWG. NO. 182 ANO DETAIL 3 ON SHEET 15. , , APPROVED: _____ ....,,__f---__ Y//4 _____________________ _ DATE: @ REMOVF_ EXISTING TURF; IMPORT, PLACE, AND GRADE TOP SOIL; ANDAPPLY HYDROSEED PER DETAIL 5 ON SHEET 15. @ REMOVE EXISTING IMPROVF_MENTS AND CONSTRUCT FULL DEPTH ACPAVEMENT REPAIR. DEPTH !INCLUDING SURFACE COURSE) = 12". @ ROOT PRUNE EXISTING TREE(SI ADJACENT TO CONCRETE REPAIR ANDINSTALL "CENTURY" ROOT BARRIER CP182 OR APPROVED EQUAL. NOTIFY CITY ARBORIST PRIOR TO WORK.@ REMOVE EXISTING AND CONSTRUCT CATCH BASIN ADJUSTMENT AND LOCAL DEPRESSION IMPROVEMENTS PER DETAIL 3 ON SHEET 16. LEGEND JAMES M. OU�IHAN, P.E., DEPUTY PUBLIC WORKS DIRECTOR/ CITY ENGINEER v I I @ REMOVF_ EXISTING IMPROVEMENTS AND CONSTRUCT WAUSAU TILETRUNCATED DOMES. SIZE ANO PATTERN PER CNB STD. OWG. NO. 181. @ REMOVE EXISllNG IMPROVEMENTS AND CONSTRUCT CURB AND GUffiR(TYPE A, 8" CF) PER CNB STD. DWG. NO. 182 AND DETAIL 3 ON SHEET 15. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT SIDEWALK PERCNB STD. DWG. NO. 180. @ CONSTRUCT PAVEMENT TRANSITION PER DETAIL 7 ON SHEET 15. @ CONSTRUCT 1.5" THICK ARHM OVER AC LEVELING COURSE 'MTH VARIABLETHICKNESS 12" TO I "I PER DETAIL 6 ON SHEET 15. ® REMOVE AND RECONSTRUCT EXISllNG GRATE INLET TO GRADE PER CNB. STD. DWG. NO. 302. PROVIDE TRAFFIC RATED AND BICYCLEFRIENDLY GRATE AND FRAME WITH GALVANIZED FINISHED (SIZE TO MATCH EXISTING). PROTECT IN PLACE EXISTING 12" PVC STORM DRAIN.@ REMOVE EXISTING AND CONSTRUCT MAINTENANCE CURB RAMP PERDETAIL 2 ON SHEET 16. I/ 7 z / 4 / / / / / PROJECT LIMITS @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT MODIFIED PARKWAY DRAIN AND LOCAL DEPRESSION PER CNB STD. DWS. NOS. 306, 307, AND 310. @ REMOVE EXISTING AND CONSTRUCT CROSS GUTTER PER CNB STD.DWG. NO. 185 AND DETAIL 4 ON SHEET 19. II LOCATION MAP NOT TO SCALE SEE SIGNING AND STRIPING PLANS FOR SIGNING AND STRIPING CONSTRUCTION AND DISPOSITION NOTES @ REMOVE EXISTING IMPROVF_MENTS ANO CONSTRUCT PCC CURB !TYPE B,6" CFI PER CNB STD. DWG. NO. 182. CURB MAY BE INTEGRAL WITH ADJACENT PAVF_MENT. @ PATCH DAMAGED CONCRETE CURB 'MTH ARDEX CP OR APPROVF_D EQUAL.@ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT CATCH BASIN(L=18'1 TOP SLAB, MANHOLE LID, AND PORTION OF SIDE WALLS AND LOCAL DEPRESSION PER CNB STD. DWG. NOS. 300, 305, AND 306. PROTECT EXISTING VERTICAL REINFORCEMENT FROM CATCH BASIN WALL TO TIE INTO NEW COVER. MAINTAIN EXISTING TC AN FL ELEVATIONS. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" THICK STAMPEDCONCRETE OVF_R 4" CMB OVER ENGINEERING FILL (IMPORT IF NECESSARY!.@ REMOVF_ EXISTING IMPROVEMENTS AND CONSTRUCT CURB RAMP PERCNB STD. DWG. NO. 181 (CASE "H "). �------------------------1 @ REMOVF_ EXISTING IMPROVF_MENTS AND CONSTRUCT CURB RAMP PER UTILITY COMPANY NOTES CNB STD. DWG. NO. 181 (CASE ''13"1, MODIFIED TO BE ON CURB RETURN. 1--------------------------1 @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT CURB RAMP PERCNB STD. DWG. NO. 181 (CASE "F"I AND DETAIL ON SHEET 19. ® PROTECT IN PLACE (ITEM PER PLAN). (j) ADJUST TELECOM PULL BOX TO GRADE BY AT&T.@ REMOVF_ EXISTING IMPROVEMENTS AND CONSTRUCT DRIVEWAY PERCNB STD. DWG. NO. 160 AND DETAIL 5 ON SHEET 19. @ REMOVE EXISTING TURF, REGRADE, AND APPLY HYDROSEED PERDETAIL SHOWN AND LANDSCAPE PLANTING NOTES ON SHEET 15. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT PCC CURB (TYPE B,VARIABLE CFl PER CNB STD. DWG. NO. 182. EXTEND BOTTOM OF CURB TO AT LEAST 6-INCHES BELOW FINISHED GRADE. @ REMOVE EXISTING IMPROVf_MENTS AND RECONSTRUCT RAMP LANDINGAND RETAINING CURB TO MATCH EXISTING.@ REMOVE EXISTING IMPROVF_MENTS AND CONSTRUCT MOW CURB PERPER CNB STD. DWG. NO. 182 (TYPE B, O" CFI . @ JOIN NEW 12" PVC TO EXISTING 15" CMP WITH CONCRETE COLLARPER CNB STD. DWG. NO. 324. JOIN SOFFITS. @ ADJUST TOP OF EXISTING INLET TO GRADE PER DETAIL 4 ON SHEET 16.@ JOIN EXISTING INLET PER SPPWC STD. PLAN NO. 335-2 (CASE 1).@ INSTALL 24" BROOKS BOX <242481 INLET OR APPROVED EQUAL ANDCONSTRUCT LOCAL DEPRESSION PER DETAIL A ON SHEET 18. ® IRRIGATION SYSTEM IMPROVEMENTS PER SHEETS 20 TO 24. (vj) WATER SYSTEM IMPROVEMENTS PER SHEETS ## AND 25. DISPOSITION NOTES IE) PROTECT IN PLACE !ITEM PER PLAN). .----------------------------�---------------------------i [j] REMOVE EXISTING AND INSTALL NEW STREET LIGHT PULL BOX TO GRADEPER CNB STD. OWG. NO. 204. (j) ADJUST TELECOM MANHOLE RING, FRAME, AND COVER TO GRADE BY AT&T. G)REMOVE EXISTING VAULT AND CONSTRUCT NEW VAULT BY CHARTER.© ADJUST ELECTRICAL MANHOLE RING, FRAME, AND COVE R TO GRADE BY SCE. @ ADJUST GAS VALVF_ BOX TO GRADE BY SCG. [DJ REMOVE EXISTING AND INSTALL NEW STREET LIGHT PULL BOX LID. [j]] [i] REMOVE EXISTING AND INSTALL NEW TRAFFIC SIGNAL PULL BOX LID. SHEET INDEX 1--------------------------�-----------------------------i IT] REMOVE EXISTING ANO INSTALL NEW TRAFFlC SIGNAL PULL BOX TO GRADE.REMOVE EXISTING AND INSTALL NEW CNB SEWER CLEANOUT BOX AND COVF_R TO GRADE PER CNB STD. DWG. NO. 513. MARK LID ''SEWER". TITLE SHEET 16 DETAILS I""',\ r...-7 ii'Ll.J REMOVE EXISTING AND INSTALL NEW CNB WATER VALVE BOX AND i!.±J REMOVE AND SALVAGE EXISTING PEDESTRIAN PUSH BUTTON POST,� 2 INDEX MAP 17 DETAILS COVER TO GRADE PER CNB STD. OWG. NO. 513. REMOVE AND RECONSTRUCT PEDESTRIAN PUSH BUTTON POST i; FOUNDATION, REINSTALL PEDESTRIAN PUSH BUTTON POST WITH NEW o 3 TYPICAL SECTIONS 18 DETAILS [TI ADJUST EXISTING CNB STORM DRAIN MANHOLE RING, FRAME, AND HARDWARE TO GRADE, AND RECONNECT WIRING. g COVER TO GRADE PER CNB STD. DWG. NO. 400. 4 STREET PLAN AND PROFILE FROM COAST HIGHWAY TO STA. 16+00 19 DETAILS [ill REMOVE EXISTING AND INSTALL NEW CNB WATER METER BOX AND g 5 STREET PLAN AND PROFILE FROM STA. 16+00 TO STA. 26+00 20 IRRIGATION SCHEDULES, CALCS & RW NOTES @J ADJUST EXISTING CNB SEWER MANHOLE RING, FRAME, AND COVER TO COVF_R TO GRADE PER CNB STD. DWG. NO. 503. 20 �o GRADE PER CNB STD. DWG. NO. 400. 6 STREET PLAN AND PROFILE FROM STA. 26+00 TO STA. 36+00 21 IRRIGATION DETAILS [ill REMOVE EXISTING IMPROVEMENTS, ADJUST EXISTING 2" COMBINATION g! � IT] ADJUST EXISTING OCSD SEWER MANHOLE RING, FRAME, AND COVER AIR-RELEASE VALVE ASSEMBLY TO GRADE AND INSTALL NEW ENCLOSURE, � ,ii7 STREET PLAN FROM STA. 36+00 TO STA. 46+00 22 IRRIGATION PLAN FROM ISLAND LAGOON DRIVE TO STA. 39+60 TO GRADE PER OCSD STANDARD DRAWINGS NOS. S-050A, S-055, VALVE BOX AND COVER, AND PCC SLAB PER CNB DWG. STD. 517-8. o 1 DAY 8 STREET PROFILE FROM STA. 36+00 TO STA. 46+00 23 IRRIGATION PLAN FROM STA. 39+60 TO 52+20 AND so55A SHOWN ON DETAIL l ON SHEET 16· �] IIz] REMOVf_ EXISTING AND INSTALL NEW CNB CATHODIC PROTECllON TEST ,-•• AT&T (DISTRIBUTION) c714l Bl5-9l70 9 STREET PLAN AND PROFILE FROM STA. 46+00 TO STA. 56+00 24 IRRIGATION PLAN FROM STA. 52+20 TO 64+00 ITJ ADJUST EXISTING CNB WATER MANHOLE RING, FRAME, AND COVER TO STATION (CPTS) BOX AND COVER TO GRADE PER CNB STD. DWG. NO. 513.:.: °i CHARTER COMMUNICATIONS 17141 591-4880 GRADE PER CNB STD. DWG. NO. 400. LABEL SHALL MATCH EXISTING OR AS OTHER'MSE APPROVED BY ENGINEER. □ ·;;COX COMMUNICATIONS 19491 322-0337 10 STREET PLAN AND PROFILE FROM STA. 56+00 TO STA. 66+00 25 RECLAIMED WATER PLAN AND PROFILE � -t CROWN CASTLE 1888' 532-0931 11 STREET PLAN AND PROFILE FROM STA. 66+00 TO STA. 76+00 26 SIGNING AND STRIPING PLAN FROM COAST HIGHWAY TO STA. 26+00 I]] ���0�6v��ISJ�iRii� 1�fJA�BN��ci�iu����1�0NUMENT FRAME [ill ADJUST LEVEL 3 TELECOM MANHOLE RING, FRAME, AND COVf_R TO GRADE.� 8 ��iEfviR1�g�M����:;���s i�bbi ���=���12 STREET PLAN AND PROFILE FROM STA. 76+oo TO STA. 86+00 21 SIGNING AND STRIPING PLAN FROM STA. 26+00 TO STA. 46+oo [I] REMOVE EXISTING AND INSTALL NEW ocwo RECLAIMED WATER VALVF_ BOX §l DISPOSITION OF EXISllNG IRRIGATION IMPROVEMENTS PER SHEETS 20 TO 24-� § ORANGE COU,NTY SANITATION DISTRICT (7l4l 593-7326 13 STREET PLAN FROM STA. 86+00 TO FORD ROAD 28 SIGNING AND STRIPING PLAN FROM STA. 46+00 TO STA. 66+00 TO GRADE PER CNB STD 513. LID COVER SHALL BE MARKED 'RECYCLED I]] DISPOSTION OF EXISTING WATER IMPROVEMENTS PER SHEET 25.:l' � ORANGE COUNTY WATER DISTRICT (714)378-3389 WATER". LID COVF_R ORIENTATION PER PLAN. z ;:,.-SOCAL EDISON (7141 895-0573 14 STREET PROFILE FROM STA. 86+00 TO FORD ROAD 29 SIGNING AND STRIPING PLAN FROM STA. 66+00 TO STA. 86+00 Q � SOCAL GAS DISTRIBUllON (714)385-3386 15 DETAILS 30 SIGNING AND STRIPING PLAN FROM STA. 86+00 TO FORD ROAD [Q] ���u�IiJt�s �iGG�ftt pi�c���E�JAb�G Mj�-H�6i RING, FRAME,C-7885-2 � ! i-----------------,---------,,----------------------------------�---------------,----------:=-------�-------,----------,-------------,--�--------,-----------,------------------------------7�� BASIS OF BEARINGS: () APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: :i: o CALL TOLL FREE 1-800-227-2600BEFORE YOU DIG THE BEA�INGS SHOWN HEREON ARE BASED ON THE o.c.s. HORIZONTAL CONTROL STATIONS 6249. 6267. 6266. AND 6240R2 AS PER RECORDS ON FILE IN THE OFFICE OF Stantec TITLE sHEET �? THE ORANGE COUNTY SURVEYOR. i:, DATUM: 38TECHN0L0GYDRIYE (949)923-6D001EL -11fttlr._v£b_ , JAMBOREE ROAD PAVEMENT REHABILITATION �;;l cTHo E oR0□R1NAtTGEEs cAoRuENTsYA s s EuoRvoENYoTRHE cALIFORNIA cooRDINATE s YsTEM cccs83) zoNE v1. NA□ 83 12011.5□ EPocH A□JusTMENT), As PER REcoRo s oN FILE 1N THE oFF 1cE oF IRVINE, cA 92618 (949) 923-6121 FAX ./cAH ��N iiU�vuK� P.E. . s iNAcoRi. P.E. AND RECLAIM ED WATER CONVERSION � � !-'-'-��'=''' ������=·----------------------------------------------J UNDER THE SUPERVISION OF:DEPUfi PUBLIC WORKS DIRECTOR DIRECTOR T CITY ENGINEER f----------------------�-----------i � � BENCHMARK: MUNICIPAL OPERATIONS UTILITIES DEPARTMENT O O c R 7017 s w ocs BM 3N-56-77; NA'Al88 ELE VATION 119.926'; DESCRIBED BY ocs 2004 -FOUND 3 3\4" ocs ALUMINUM BENCHMARK DISK STAMPED "3N-56-77", SET IN THE TOP NORTHERLY COR NER OF A 4.5 FT. BY 8 JEFFREY w. WILKERSON 10/29 /21 CITY F NEWP RT BEA H - -� � FT. CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE SO UTHEASTERLY PORTION OF THE INTERSECTION OF JAMBOREE ROAD AND SA N JOAQUIN HILLS ROAD, SET IN THE CE NTER MEDIAN FOR SA N JOAQUIN R.C.E. 53455 DATE DA TE: (I-'/• Z. / DATE: //.-f-Z,/ DATE: II -� • ""t.. \ PUBLIC WORKS DEPARTMENT SHEET 1 OF 3Q � B_HILLS ROAD, 14 FT. SOUTHEASTERLY OF THE NORTHWESTERLY NOSE OF THE MEDIAN AND 4 FT. NORTHERLY OF THE SO UTHERLY CURB FACE OF THE MEDIAN. MONUMENT IS SET LEVEL WITH THE SIDEWALK. « o '-----------------"--=�='--'-'--'-"--==-====.:......:;__.:.:..:.::..=.c.c.==.c=--"-'-=-c"-'-=--'==-'-=--'-'--C....C.C'-=-='-C:.-=:....::..:===-c...::.::�'-'='-"'--""c.==-c..;;;;==...:=...=-=.c==.....cc:.c....:.:..:.::...:::::c:.:::.::::.::...__-1... ________________ -1... ________ .,L_ ________ ----1 _________ -1... _________ .,_ ____________________ ----1 ______ __.J,- JOHN WAYNE .> AIRPORT J- CITY OF COSTA t MESA ,;J-~ ~ • ,;,"-< l<>l< ;)'<? (fl CITY OF IRVINE /V RECORD DRAWINGS These Reoord Dravvings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions \l'kiich may have been incorporated into these plans as a result ~ --------------- I I I JOHN WAYNE > AIRPORT GENERAL NOTES CITY OF COSTA ,;- MESA r§ 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICAllONS FOR PUBLIC WORKS CONSTRUCTION", 2015 EDITION AND SUPPLEMENTS TO DATE, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS. (!?: ~ PROJECT LOCATION P1,,c,r,c TOPOGRAPHICAL LEGEND --+-POWER POLE * • POWER LIGHT @ SEWER CLEANOUT @) SEWER MANHOLE @) STORM DRAIN MANHOLE @ COMMUNICATION MANHOLE -+@+ FIRE HYDRANT "-©•• BACK FLOW PREVENTER Iii WATER METER !'!! I!] ~ !!!I !,II !'!! PULL BOX D VAULT *"-" STREET LIGHT x;i..-o TRAFFIC SIGNAL -e-,.0--TRAFFIC SIGNAL .. WATER VALVE Ee--GUY WIRE A SURVEY MONUMENT ~ SIGN ell VAULT VENT *O TREE uef IRRIGATION CONTROL VALVE 0 CORING LOCATION © ELECTRICAL MANHOLE ~ / tZL.~1 .. CL./ ~ BUILDING ----EXISllNG CONSTRUCllON ----PROPERTY LINE NEW CONSTRUCllON -----CENTERLINE ----CITY BOUNDARY ---0------0--0-SILT FENCE CONCRETE BARRIER -•-•-FENCE BLOCK WALL VICINITY MAP NOT TO SCALE PUBLIC WORKS DEPARTMENT JAMBOREE ROAD PAVEMENT REHABILITATION AND RECLAIMED WATER CONVERSION CONTRACT NO. 7885-2 PROJECT NO. 21R15 APPROVED:-------------------------------- DAVID A. WEBB, P.E., PUBLIC WORKS DIRECTOR DATE: ______ _ 2. EXISllNG 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, UNLESS NOTED OTHERWISE. 4. P.C.C. SHALL BE CLASS 560-C-3250. 5. CONTRACTOR SHALL ADJUST CITY UllLITIES (e.g. WATER VAULTS, WATER VALVES, SCO, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE PER CITY STANDARDS. ALL OTHER UllLlllES 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. FAILURE TO DO SO WILL PLACE RESPONSIBILITY ON THE CONTRACTOR FOR CORRECllON. 8. ANY WORK NOT INDICATED ON THE DRAWINGS BUT CALLED FOR IN THE SPECIFICAllONS, OR VICE-VERSA, SHALL BE FURNISHED AND PERFORMED AS THOUGH SPECIFICALLY INDICATED AND CALLED FOR IN BOTH. ANY WORK NOT INSTALLED ACCORDING TO DRAl'l1NGS AND SPECIFICATIONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. 9. SEE ADDITIONAL NOTES TO CONTRACTOR ON SHEET 2. CONSTRUCTION NOTES CD COLD MILL EXISTING PAVEMENT TO A 2.5" DEPTH. ® CONSTRUCT 1.5" THICK ARHM OVER 1" THICK MIN. AC LEVELING COURSE. G) CONSTRUCT RIVER ROCK OVER RSP FABRIC (CLASS 8). G) REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT CURB (TYPE B, O" CF) PER CNB STD. DWG. NO. 182 AND DETAIL 3 ON SHEET 15. ® CONSTRUCT 1.5" THICK ARHM OVER 2" THICK MIN. AC LEVELING COURSE. ® CONSTRUCT 1.5" THICK ARHM OVER AC LEVELING COURSE 1'11TH VARIABLE THICKNESS (2" TO 1 "l PER DETAIL 1 ON SHEET 15. (j) REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT CURB (TYPE B, 8" CF) PER CNB STD. DWG. NO. 182 AND DETAIL 3 ON SHEET 15. ® CONSTRUCT STAMPED CONCRETE OVERLAY PER DETAIL 4 ON SHEET 15. ® REMOVE EXISllNG IMPROVEMENTS AND CONSTRUCT STAMPED CONCRETE SAFETY STRIP PER DETAIL 2 ON SHEET 15. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT DRIVEWAY PER CNB STD. DWG. NO. 160 AND DETAIL 5 ON SHEET 19. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT CURB RAMP PER CNB STD. DWG. NO. 181 (CASE '13'1 AND DETAIL ON SHEET 19. @ CONSTRUCT MEDIAN FLARE PER SPPWC STD. PLAN NO. 141-2. @ CONSTRUCT MEDIAN TAPER PER SPPWC STD. PLAN NO. 140-3. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT CURB AND GUTTER ITYPE A, 8" CFJ 1'11TH MODIFIED GUTTER PAN PER CNB STD. DWG. NO. 182, DETAIL 3 ON SHEET 15 AND DETAIL 5 ON SHEET 19. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 12" PVC (SDR26l AND PAVEMENT REPAIR PER CNB STD. DWG NOS. 106-A, 106-8, 106-C AND 323. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT CURB AND GUTTER ITYPE A, B" CFl PER CNB STD. DWG. NO. 182 AND DETAIL 3 ON SHEET 15. GUTTER PAN SLOPE SHALL MATCH ADJACENT PAVEMENT SLOPE. ABBREVIATIONS @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT FULIL DEPTH AC PAVEMENT REPAIR. DEPTH (INCLUDING SURFACE COURSE) = 14". ® REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT PCC CURB (TYPE B, VARIABLE CF) PER CNB STD. DWG. NO. 182. CURB MAY BE INTEGRAL WITH ADJACENT PAVEMENT. (IN ADDITION TO GREENBOOK SECllON 1-3.2) APPROVED:--------------------------------DATE: ______ _ ® REMOVE EXISTING TURF; IMPORT, PLACE, AND GRADE TOPSOIL; AND APPLY HYDROSEED PER DETAIL 5 ON SHEET 15. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT PCC CURB (TYPE B, VARIABLE CF) PER CNB STD. DWG. NO. 182 AND DETAIL 3 ON SHEET 15. AB ARV ACP AC AGU BC BCR BFP BK BVC BLK CATV Cl '1_,C/L CB CNB CF CL CLR CLSM CONG CP CTRL C&G DW (E) E EC ECR EG ELEC EVC EXIST FE FG FH FL FLG FM FW G GV GB ICV INST NO INV IP&T IP IRRIG LT MAX AGGREGATE BASE AIR RELIEF VALVE ASBESTOS CEMENT PIPE ASPHALT CONCRETE ABOVE GROUND UTILITY BEGIN CURVE BEGIN CURVE RETURN BACKFLOW PREVENTOR BACK BEGIN VERllCAL CURVE BLOCK CABLE TV CAST IRON CENTERLINE CATCH BASIN CITY OF NEWPORT BEACH CURB FACE CLASS CLEAR CONTROLLED LOW STRENGTH MATERIAL CONCRETE CATHODIC PROTECllON CONTROL CURB AND GUTTER DOMESllC WATER EXISllNG EAST /ELECTRIC END CURVE END CURVE RETURN EDGE OF GUTTER ELECTRICAL END VERTICAL CURVE EXISllNG FLANGED END FINISHED GROUND FIRE HYDRANT FLOW LINE FLANGE FORCE MAIN FORWARD GAS GAS VALVE GRADE BREAK IRRIGATION CONTROL VALVE INSTRUMENT NUMBER INVERT IRON PIPE AND TAG IDENTICAL POINT IRRIGATION LEFT MAXIMUM PAVEMENT LEGEND PER PLAN MED MH MJ MIN MOC MON MOVC NG N NGB NTS NO OC OG PKM (Pl PPB PE PCC PROP PB PUE RCP RET RSP RT R/W SCH s,ss sco SD STLT SSMH SHT SW s SCE SQ STL TC TCE TCMH TELE, T TG TS TSP UGU w W/ WM MEDIAN MANHOLE MECHANICAL JOINT MINIMUM MIDDLE OF CURVE MONUMENT MIDDLE OF VERTICAL CURVE NATURAL GROUND NORTH LEGEND NEW GRADE BREAK (SEE PVMT LEGEND) NOT TO SCALE ~z z z z 1 _ 7 7 7 7 _ NUMBER ON CURVE ORIGINAL GROUND PARKING METER PROPOSED PEDESTRIAN PUSH BUTTON PLAIN END PORTLAND CEMENT CONCRETE PROPOSED PULL BOX PUBLIC UTILITY EASEMENT REINFORCED CONCRETE PIPE RETAINING ROCK SLOPE PROTECllON RIGHT RIGHT OF WAY SCHEDULE SEWER SEWER CLEANOUT STORM DRAIN STREET LIGHT SEWER MANHOLE SHEET SIDEWALK SOUTH SOUTHERN CALIFORNIA EDISON SQUARE STEEL TOP OF CURB TEMPORARY CONSTRUCTION EASEMENT TELECOMMUNICA llONS MANHOLE TELEPHONE UTILITY LINE LEGEND TOP OF GRATE TRAFFIC SIGNAL TRAFFIC SIGNAL POLE UNDERGROUND UTILITY WEST/WATER WITH WATER METER DETAIL LEGEND -----ss-SEWER LINE ------w-WATER LINE ------o-GAS LINE - - - ---E-ELECTRICAL LINE -----r-TELEPHONE LINE ~ DETAIL NUMBER -----rs-TRAFFIC SIGNAL -----rv-CABLEVISION LINE ~ SHEET NUMBER - - - ---s•• -SPRINKLER SYSTEM JAMES M. HOULIHAN, P.E., DEPUTY PUBLIC WORKS DIRECTOR/ CITY ENGINEER PROJECT LIMITS LOCATION MAP NOT TO SCALE .. & & & & & & & ~-------------------------< @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT FULIL DEPTH AC CONSTRUCTION NOTES (CONT.) PAVEMENT REPAIR. DEPTH (INCLUDING SURFACE COURSE)= 12". >---------------------------< @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT WAUSAU TILE TRUNCATED DOMES. SIZE AND PATTERN PER CNB STD. DWG. NO. 181. @ INSTALL 24" BROOKS BOX (24248) INLET OR APPROVED EQUAL AND CONSTRUCT LOCAL DEPRESSION PER DETAIL A ON SHEET 18. @ INSTALIL 4" PVC IRRIGATION SLEEVE PER DETAIL 1 ON SHEET 4. @ INSTALIL 2" PVC IRRIGATION SLEEVE PER DETAIL 1 ON SHEET 4. @ INSTALL NO. 5 CONCRETE PULIL BOX PER SPPWC STD. PLAN NO. 405-1. @ REMOVE EXISllNG IMPROVEMENTS AND NAllVE MATERIAL TO 30" BELOW TOP OF CURB; AND IMPORT, PLACE, AND GRADE TOPSOIL PER DETAIL 5 ON SHEET 15. ® REMOVE EXISllNG IMPROVEMENTS AND NAllVE MATERIAL TO 30" BELOW TOP OF CURB; IMPORT, PLACE, AND GRADE TOPSOIL; AND APPLY HYDROSEED PER DETAIL 5 ON SHEET 15. ® REMOVE EXISllNG TURF; IMPORT, PLACE, AND GRADE TOPSOIL PER DETAIL 5 ON SHEET 15. ® IRRIGAllON SYSTEM IMPROVEMENTS PER SHEETS 20 TO 27. @ LANDSCAPING IMPROVEMENTS PER SHEETS 28 AND 29. ® WATER SYSTEM IMPROVEMENTS PER SHEET 30. @ REMOVE EXISllNG IMPROVEMENTS AND CONSTRUCT CURB AND GUTTER (TYPE A, 8' CF) PER CNB STD. DWG. NO. 182 AND DETAIL 3 ON SHEET 15. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT SIDEWALK PER CNB STD. DWG. NO. 180. @ CONSTRUCT PAVEMENT TRANSITION PER DETAIL 7 ON SHEET 15. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT MODIFIED PARKWAY DRAIN AND LOCAL DEPRESSION PER CNB STD. DIVS. NOS. 306, 307, AND 310. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT PCC CURB <TYPE B, 6" CF) PER CNB STD. DWG. NO. 182. CURB MAY BE INTEGRAL WITH ADJACENT PAVEMENT. @ PATCH DAMAGED CONCRETE CURB WITH ARDEX CP OR APPROVED EQUAL. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT CATCH BASIN (L=18') TOP SLAB, MANHOLE LID, AND PORTION OF SIDE WALLS AND LOCAL DEPRESSION PER CNB STD. DWG. NOS. 300, 305, AND 306. PROTECT EXISTING VERllCAL REINFORCEMENT FROM CATCH BASIN WALL TD TIE INTO NEW COVER. MAINTAIN EXISTING TC AN FL ELEVATIONS. @ REMOVE EXISllNG IMPROVEMENTS AND CONSTRUCT 4" THICK STAMPED >---------------------------< CONCRETE OVER 4" CMB OVER ENGINEERING FILL (IMPORT IF NECESSARY). UTILITY COMPANY NOTES @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT CURB RAMP PER >---------------------------< CNB STD. DWG. NO. 181 (CASE "H"l. ® PROTECT IN PLACE (ITEM PER PLAN). (D ADJUST TELECOM PULL BOX TO GRADE BY AT&T. (D ADJUST TELECOM MANHOLE RING, FRAME, AND COVER TO GRADE BY AT&T. @ REMOVE EXISllNG VAULT AND CONSTRUCT NEW VAULT BY CHARTER. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT CURB RAMP PER CNB STD. DWG. NO. 181 (CASE '13"), MODIFIED TO BE ON CURB RETURN. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT CURB RAMP PER CNB STD. DWG. NO. 181 (CASE 'f"l AND DETAIL ON SHEET 19. @ ROOT PRUNE EXISllNG TREE(Sl ADJACENT TO CONCRETE REPAIR AND INSTALL "CENTURY" ROOT BARRIER CP1B2 OR APPROVED EQUAL. NOllFY CITY ARBORIST PRIOR TO WORK. @ REMOVE EXISTING AND CONSTRUCT CATCH BASIN ADJUSTMENT AND LOCAL DEPRESSION IMPROVEMENTS PER DETAIL 3 ON SHEET 16. @ CONSTRUCT 1.5" THICK ARHM OVER AC LEVELING COURSE 1'11TH VARIABLE THICKNESS (2" TO 1 "l PER DETAIL 6 ON SHEET 15. ® REMOVE AND RECONSTRUCT EXISllNG GRATE INLET TO GRADE PER CNB. STD. DWG. NO. 302. PROVIDE TRAFFIC RATED AND BICYCLE FRIENDLY GRATE AND FRAME WITH GALVANIZED FINISHED (SIZE TO MATCH EXISTING). PROTECT IN PLACE EXISTING 12" PVC STORM DRAIN. @ REMOVE EXISTING AND CONSTRUCT MAINTENANCE CURB RAMP PER DETAIL 2 ON SHEET 16. @ REMOVE EXISTING AND CONSTRUCT CROSS GUTTER PER CNB STD. DWG. NO. 185 AND DETAIL 4 ON SHEET 19. @ REMOVE EXISTING TURF, REGRADE, AND APPLY HYDROSEED PER DETAIL SHOWN AND LANDSCAPE PLANTING NOTES ON SHEET 15. ® REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT PCC CURB (TYPE B, VARIABLE CFl PER CNB STD. DWG. NO. 182. EXTEND BOTTOM OF CURB TO AT LEAST 6-INCHES BELOW FINISHED GRADE. @ REMOVE EXISTING IMPROVEMENTS AND RECONSTRUCT RAMP LANDING AND RETAINING CURB TO MATCH EXISTING. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT MOW CURB PER PER CNB STD. DWG. NO. 182 (TYPE B, O" CF). @ JOIN NEW 12" PVC TO EXISllNG 15" CMP WITH CONCRETE COLLAR PER CNB STD. DWG. NO. 324. JOIN SOFFITS. @ ADJUST TOP OF EXISTING INLET TO GRADE PER DETAIL 4 ON SHEET 16. @ JOIN EXISllNG INLET PER SPPWC STD. PLAN NO. 335-2 (CASE 1). SEE SIGNING AND STRIPING PLANS FOR SIGNING AND STRIPING CONSTRUCTION AND DISPOSITION NOTES © ADJUST ELECTRICAL MANHOLE RING, FRAME, AND COVER TO GRADE BY SCE. DISPOSITION NOTES @ ADJUST GAS VALVE BOX TO GRADE BY SCG. ~-----------------------------'--------------------------, ~ PROTECT IN PLACE (ITEM PER PLAN). SHEET INDEX llTLE SHEET INDEX MAP TYPICAL SECTIONS STREET PLAN AND PROFILE FROM COAST HIGHWAY TO STA. 16+00 STREET PLAN AND PROFILE FROM STA. 16+00 TO STA. 26+00 STREET PLAN AND PROFILE FROM STA. 26+00 TO STA. 36+00 STREET PLAN FROM STA. 36+00 TO STA. 46+00 STREET PROFILE FROM STA. 36+00 TO STA. 46+00 19 20 DETAILS IRRIGA llON SCHEDULES, CALCS & RW NOTES 21 IRRIGA llON DETAILS 22 IRRIGAllON DETAILS 23 fillRRIGAllON PLAN FROM PACIFIC COAST HIGHWAY TO STA. 26+60 24 IRRIGAllON PLAN FROM STA. 26+60 TO STA. 39+60 25 IRRIGAllON PLAN FROM STA. 39+60 TO 52+20 26 IRRIGAllON PLAN FROM STA. 52+20 TO 64+00 [j] REMOVE EXISTING AND INSTALL NEW STREET LIGHT PULL BOX TO GRADE PER CNB STD. DWG. NO. 204. [I] REMOVE EXISllNG AND INSTALL NEW TRAFFIC SIGNAL PULL BOX TO GRADE. rn REMOVE EXISTING AND INSTALL NEW CNB WATER VALVE BOX AND COVER TO GRADE PER CNB STD. DWG. NO. 513. [±J ADJUST EXISTING CNB STORM DRAIN MANHOLE RING, FRAME, AND COVER TO GRADE PER CNB STD. DWG. NO. 400. [[j ADJUST EXISTING CNB SEWER MANHOLE RING, FRAME, AND COVER TO GRADE PER CNB STD. DWG. NO. 400. ~ ADJUST EXISTING OCSD SEWER MANHOLE RING, FRAME, AND COVER TO GRADE PER OCSD STANDARD DRAWINGS NOS. S-050A, S-055, AND S055A SHOWN ON DETAIL 1 ON SHEET 16. [IT] REMOVE EXISTING AND INSTALL NEW STREET LIGHT PULL BOX LID. [i] [i] REMOVE EXISTING AND INSTALL NEW TRAFFIC SIGNAL PULL BOX LID. REMOVE EXISTING AND INSTALL NEW CNB SEWER CLEANOUT BOX AND COVER TO GRADE PER CNB STD. DWG. NO. 513. MARK LID "SEWER". [IT! REMOVE AND SALVAGE EXISllNG PEDESTRIAN PUSH BUTTON POST, REMOVE AND RECONSTRUCT PEDESTRIAN PUSH BUTTON POST FOUNDA llON, REINSTALL PEDESTRIAN PUSH BUTTON POST I\HH NEW HARDWARE TO GRADE, AND RECONNECT WIRING. [fil REMOVE EXISTING AND INSTALL NEW CNB WATER METER BOX AND COVER TO GRADE PER CNB STD. DWG. NO. 503. D]I REMOVE EXISTING IMPROVEMENTS, ADJUST EXISTING 2" COMBINAllON AIR-RELEASE VALVE ASSEMBLY TD GRADE AND INSTALL NEW ENCLOSURE, VALVE BOX AND COVER, AND PCC SLAB PER CNB DWG. STD. 517-B. I ~ § I g 0 z "' 0 ~ ffi ,. "' . EMERGENCY TELEPHONE NUMBERS 2 3 4 5 6 7 B 9 10 11 12 13 14 15 16 17 18 STREET PLAN AND PROFILE FROM STA. 46+00 TO STA. 56+00 STREET PLAN AND PROFILE FROM STA. 56+00 TO STA. 66+00 STREET PLAN AND PROFILE FROM STA. 66+00 TO STA. 76+00 STREET PLAN AND PROFILE FROM STA. 76+00 TO STA. 86+00 STREET PLAN FROM STA. 86+00 TO FORD ROAD 27 fillRRIGAllON PLAN FROM STA. 64+00 TO SAN JOAQUIN HILLS ROAD 28 filPLANTING PLAN AND DETAILS [TI ADJUST EXISTING CNB WATER MANHOLE RING, FRAME, AND COVER TO GRADE PER CNB STD. DWG. NO. 400. [j] REMOVE EXISTING AND INSTALL NEW CNB CATHODIC PROTECTION TEST STATION ICPTSl BOX AND COVER TO GRADE PER CNB STD. DWG. NO. 513. LABEL SHALL MATCH EXISTING OR AS OTHERl'l1SE APPROVED BY ENGINEER. ~ -" z "' o I AT&T (DISTRIBUllON) CHARTER COMMUNICATIONS COX COMMUNICATIONS CROWN CASTLE LEVEL 3 COMMUNICATIONS MCI (VERIZON BUSINESS) ORANGE COUNTY SANITAllON DISTRICT ORANGE COUNTY WATER DISTRICT SOCAL EDISON SOCAL GAS DISTRIBUllON DAY (714) 815-9170 (714) 591-4880 (949) 322-0337 (BBB) 632-0931 (877) 366-8344 (800) 624-9675 (714) 593-7326 (714) 378-3389 (714) 895-0573 (714) 385-3386 & NO. RECORD DRAWINGS These Record Drawings hove been prepared based on the beat awlloble information. Wile this lnformatlD11 ls ballewtd to be relloble, City of Newport Bead, le not responslble fer lte accuracy, nor the errors or oml•ions 'Mlich may or may not hawi been lncorporllted Into these plane. 04/14/23 RECORD DRAWINGS 04/15/22 LANDSCAPING AND IRRIGATION REVISIONS DATE DESCRIPllON OF REVISIONS STREET PROFILE FROM STA. 86+00 TO FORD ROAD DETAILS DETAILS DETAILS APPROVED DETAILS 29 & PLANTING PLAN 30 RECLAIMED WATER PLAN AND PROFILE 31 32 33 34 35 SIGNING AND STRIPING PLAN FROM COAST HIGHWAY TO STA. 26+00 SIGNING AND STRIPING PLAN FROM STA. 26+00 TO STA. 46+00 SIGNING AND STRIPING PLAN FROM STA. 46+00 TO STA. 66+00 SIGNING AND STRIPING PLAN FROM STA. 66+00 TO STA. 86+00 SIGNING AND STRIPING PLAN FROM STA. 86+00 TO FORD ROAD ~ REMOVE EXISTING AND INSTALL NEW CNB SURVEY MONUMENT FRAME D]I AND COVER TO GRADE PER CNB STD. DWG. NO. 116. [[] REMOVE EXISTING AND INSTALL NEW OCWD RECLAIMED WATER VALVE Box&IIill TO GRADE PER CNB STD 513. LID COVER SHALL BE MARKED "RECYCLED [@ WATER". LID COVER ORIENTATION PER PLAN. [fil [IQ] ADJUST EXISTING OCWD RECLAIMED WATER MANHOLE RING, FRAME, AND COVER TO GRADE PER CNB STD. DWG. NO. 400. ADJUST LEVEL 3 TELECOM MANHOLE RING, FRAME, AND COVER TO GRADE. REMOVE EXISllNG IRRIGATION PULIL BOX. DISPOSITION OF EXISTING IRRIGATION IMPROVEMENTS PER SHEETS 20 TO 27. DISPOSTION OF EXISTING WATER IMPROVEMENTS PER SHEET 30. C-7885-2 "• "' . I!! -,; </ 3' g' C "j: "' ~ ~~ <o -' 0 u "' "' N "' 0 D <O z N < c!; Z N 0 / F -~ <~ !:: g =!/ 1----------------~-B_A_S-IS_O_F_B_E_A_R-IN_G_S_: _ ___.__~~---~------------------~--~-------------~---c-~,~---------'-----~--------~A-P-P-RO_V_A_L_R-EC_O_M-ME_N_D_ED_:_~_AP_P_R~OV_A_L_R-EC_O_M_M-EN_D_E-D:-~-A-PP_R_O_VA_L_R_E-CO_M_M_E-ND_E_D_:_~----------------------------~~~ St ant ec TITLE SHEET ~,_15'°,.. THE BEARINGS SHOWN HEREON ARE BASED ON THE O.C.S. HORIZONTAL CONTROL STATIONS 6249, 6267, 6266, AND 6240R2 AS PER RECORDS ON FILE IN THE OFFICE OF THE ORANGE COUNTY SURVEYOR. JAMBOREE ROAD PAVEMENT REHABILITATION 2i> ~ CALL TOLL FREE 1-800-227-2600 BEFORE YOU DIG DATUM: 38 JECHNOLOGY DRIVE (949) 923-60D0 lEL COORDINATES ARE BASED ON THE CALIFORNIA COORDINATE SYSTEM (CCSB3) ZONE VI, NAO 83 (2017.50 EPOCH ADJUSTMENT), AS PER RECORDS ON FILE IN THE OFFICE OF IRVINE, CA 92618 (949) 923-6121 FAX MICAH MARllN MARK VUKOJEVIC, P.E. MICHAEL J. SINACORI, P.E. AND RECLAIMED WATER CONVERSION ~ ~ t-TH~E_O~R~A~NG~E~C~O~U~NT~Y_S~U~R_VE~Y~O~R·-------------------------------------------, UNDER THE SUPERVISION OF: DEPUTY PUBLIC WORKS DIRECTOR DIRECTOR ASSISTANT CITY ENGINEER c5 ~ BENCHMARK: 1----------------------~----------, "'tl JEFFREY W WILKERSON 10/29/21 MUNICIPAL OPERAllONS UllLITIES DEPARTMENT CITY OF NEWPORT BEACH R-7017-S t:J r:i □cs BM 3N-56-77; NAVDBB ELEVATION 119.926'; DESCRIBED BY ocs 2004 -FOUND 3 3\4" □cs ALUMINUM BENCHMARK DISK STAMPED "3N-56-77", SET IN THE TOP NORTHERLY CORNER OF A 4.5 FT. BY 8 . "'--.._ FT. CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE SOUTHEASTERLY PORTION OF THE INTERSECTION OF JAMBOREE ROAD AND SAN JOAQUIN HILLS ROAD, SET IN THE CENTER MEDIAN FOR SAN JOAQUIN R.C.E. 63466 DATE DATE: _______ DATE: _______ DATE:________ PUBLIC WORKS DEPARTMENT ,__SH_E_E_T_1_0_F_3_5----< ~<S ~--------------___.__H_ILL_S_RO_A~D,~1_4_FT_._SO_U_TH_EA_S_TE_RL_Y_OF_TH_E_NO_R_TH_WE_S_TE_RL_Y_N_OS_E_O_F_TH_E_M_ED_IA_N_A_ND_4_FT_.N_O_RTH_ER_~_O_F_TH_E_SO_UTH_E_R_LY_C_UR_B_F_AC_E_O_F_TH_E_M_ED_IA_N._M_OO_U_M_EN_T_IS_S_ET_L_E_VE_L_l'l1_TH_TH_E_9D_E_~_LK_._~-------------------'---------~---------~-----------'----------~---------------------~------~,o PACIFIC COAST HIGHWAY \ \ ADDITIONAL NOTES TO CONTRACTOR 1. PROTECT ALL EXISTING IMPROVEMENTS UNLESS OTHERWISE SHOWN. \ I I I 2. PROPOSED AC AND PCC REPAIRS PER PLAN. VERIFY EXACT LIMITS WITH ENGINEER IN FIELD. CONFIRM POSITIVE DRAINAGE IN GUTTER REPAIRS. 3. EXISTING PAVEMENT SECTIONS ARE SHOWN ON THE BORING LOG TABLE HEREON. 4. PAVEMENT FINISH SURFACE ELEVATIONS AND GRADES SHALL MATCH EXISTING UNLESS OTHERWISE SHOWN ON PLAN OR PROFILE. 5. PAVEMENT GRADE BREAKS SHALL BE LOCATED ALONG PROPOSED LANE STRIPING. REFER TO SIGNING AND STRIPING PLAN FOR EXACT LOCATION OF PROPOSED LANE STRIPING. 6. PAVEMENT LIPS ADJACENT TO GUTTERS SHALL BE 3/8" EXCEPT AT SPREAD MEDIAN GUTTERS AND BOTTOM OF CURB RAMPS WHICH SHALL BOTH BE O" (NO LIP). REFER TO TYPICAL SECTIONS. 7. FINISH SURFACE ELEVATIONS AND GRADES AT INTERSECTIONS SHALL MATCH EXISTING UNLESS OTHERWISE SHOWN ON PLAN VIEW. 8. CONSTRUCTION OF CURB RAMPS SHALL INCLUDE REMOVAL OF EXISTING IMPROVEMENTS, PCC CURB RAMP, DETECTABLE WARNING SURFACE (COLOR GRAY>, PCC CURB AND GUTTER, PCC CURB, PCC RETAINING CURB, ADJACENT PCC SIDEWALK (BCR TO ECRl, PAVEMENT RECONSTRUCTION, GRADING, UTILITY ADJUSTMENTS AND RELOCATIONS UNSTALL NEW UTILITY BOXES>, AND LANDSCAPING AND IRRIGATION BEHIND AND ADJACENT TO RAMP AND SIDEWALK. ALL IMPROVEMENTS SHALL BE PER CITY OF NEWPORT BEACH STANDARD DRAWINGS. PAVEMENT RECONSTRUCTION SHALL BE PER DETAIL 3 ON SHEET 15. 9. ANY BMPS PLACED OVER CATCH BASINS SHALL BE REMOVED WHEN THE RAIN CHANCE IS 30% AND ABOVE. ONCE PROJECT IS COMPLETE, EACH CATCH BASIN THAT HAD A BMP IN PLACE SHOULD BE INSPECTED FOR ANY SAND BAGS THAT MAY HAVE FALLEN IN THE INTERIOR OF THE CATCH BASIN AND OUTLET LINES. 10. CONTACT CITY ARBORIST, JOHN NELSON AT (949) 644-3197 FOR ANY TREE ISSUES. THIS INCLUDES CONFIRMING LIMITS OF ROOT PRUNING AND ROOT BARRIER INSTALLATIONS AT LOCATIONS SHOWN ON PLANS. 11. AS-BUILT DRAWINGS INDICATE THAT THE EXISTING MEDIAN CURBS BETWEEN BACK BAY DRIVE AND SAN JOAQUIN HILLS ROAD HAVE GUTTER PANS WHICH ARE LIKELY OVERLAID WITH AC PAVEMENT. \ \ \ BACK BAY DRIVE \ I - ----r- 1 HYATT REGENCY ---- -- 6 --- -----7 32 --1----__ , - ------ I 31 ----5 --Tf I 7 I -,-+---0 0 4 --I. C-,3 . -. c- : • . i,, _____ J-__ I 9 33 C-4 -5 I· I ' . + ,_ C0 "- "? UJ C-6 < -I ,_~ _,._-r-__ - - --J...1-1------____ s~~~D~v~----__ _j-----/ t --& ---I ISLANDLAGOONDRIVE JAMBOREE ROAD L- -------_f------------1---l_ - ti) 0 UJ _, ~UJ _, m J:w Ow ,_ U) \ & I \ \ \ \ \ \ --11 .-I . ~ ' - - '%7p r . *A . .. I ' ' -I . I / & 26 & 24 ---34 ---12 --- ___ , ___ _ ----- -----, - --- ------- 13 35 EASTBLUFF ROAD //; I I I I I • .J_ - ------------L ---- JAMBOREE ROAD SEE DETAIL 3 ON SHEET 17 FOR IMPROVEMENTS ON FREE RIGHT TURN LANE ------_J FORD ROAD ~ & GRAPHIC SCALE 200 0 200 600 SCALE: 1'' = 200' SAN JOAQUIN HILLS ROAD 0 0 0 BORING LOG BORING AC (IN) AB (IN) C-1 6.5 17 C-2 6 10 C-3 6.5 8 C-4 10 13 C-5 5.5 7.5 C-6 9 6 C-7 10 7 C-8 9 11 C-9 13 8.5 C-10 10 12 GEOTECHNICAL BORING S C-X (SEE LOCATIONS AND TABLE HERON> RECORD DRAWINGS These Record Drawings hove been prepa~ based on the best <M17able infor,m1tion. \ltiile this information Is bel1eved to be reliable, City of Newport Beach ls not responsble fer 1ts accuracy. nor the errors or emissions which may or moy not hove been Incorporated into these ~ans. INDEX MAP STREET IMPROVEMENT PLAN SCALE: 1 " = 200' RECLAIMED WATER PLAN AND PROFILE SIGNING AND STRIPING PLAN IRRIGATION PLAN & X PLANTING PLAN C-7885-2 rl' ~ .., 0 ~ I g 0 z "' 0 ~ ffi ,. "' . ~ .,, z "' o I "• "' . I!! .,; </ 3' g' C "j: "' ~ ~~ <o -' 0 u "' "' N "' 0 0 "' z N < c!; Z N 0 / F -~ <~ () St a ntec !:: g =!/ -----------------.----------,---------,---,-----,------------------,--Tcrui'wcr;:-------,-----------;-;;:-;-;::::;:;:-;~-;-;;~---------,~~ REVIEWED: IN DEX MAP ~,. 38 lECHNQ0GY DRIVE, SlE 200 IR\INE, CA 92618 UNDER THE SUPERVISION OF: (949) 923-6000 lEL (949) 923-6121 FAX DESIGNED: DRAWN: JWW DML DML JAMBOREE ROAD PAVEMENT REHABILITATION ~: AND RECLAIMED WATER CONVERSION ~~ 1---~+----+------------------j---PATRICIA CARPENTER RCE 89793 !;i! :g 0 .• ASSOCIATE CIVIL ENGINEER 1---------------------,--------:=-----I "'tl CITY OF NEWPORT BEACH R-7017-S t:J r;i fl", 04/14/23 RECORD DRAWINGS & 04/15/22 IRRIGATION AND PLANTING PLAN SHEETS JEFFREY W. WILKERSON 10/29/21 10/29/21 f---------, 15~ DATE APPROVED DATE: __ -'--~---PUBLIC WORKS DEPARTMENT SHEET 2 OF 35 i :i-L _______________________ _::::::==================-_LR:.c:.E~. 6=3~46=6---------___:____:__J_ _______ _j__~i!!f!.~L___!~~1 :.:.::__L_:=:__i_::====.:.:.::..=__:_ _________ _L __ __L ________ ....L __________________ --'--------', o CHECKED: DATE: NO. DATE DESCRIPTION OF REVISIONS JWW MRH 10 29 21 W'L Y R/W (10') I I I I r--1- 1 I L Q a. -::J z 15 • ~co --.. (731 (651 ~ C/L (2 ') ' -(61 - ~~-~~ II II _JI I IL I ,I " ;;;;; ;;;;; z ~ z 15 ~ (751 (55') ~ MATCH[ T, rr ,, ,, ,, I I I L.J -a. ;~ ~ co --.. ,,., E'LY R/W (12 ') I I I -J ,,., t--------<1 21------1 1-------<CI:G)----, W'L Y R/W (10') I I I L_ JAMBOREE ROAD PACIFIC COAST HIGHWAY TO STA. 14+10.39 NOT TO SCALE C/L (66' OR VARIES) (48' OR VARIES) (81 , (81 I ll (751 (55') ~( ~ Cl-\ ('/.\Si J i ___ ---J1 ~MATCHEx ,, IL I \0 -11 I 0 - j " E'LY R/W (12 ') I I I _ J ------11 2>----~ ----71 2>----~ W'L Y R/W (8' OR 10'l I L_ -..,, ,, ,, ,. I I I L.J Q a. -::J ac • <i: co --.. .., JAMBOREE ROAD STA. 14+10.39 TO BACK BAY DRIVE NOT TO SCALE SEE NOTE 1 SEE NOTE 1 C/L (661 (791 E'LY R/W (48' OR 50'l (81 (81 (63') (12 ') & 9 7 & SEE NOTE 11 ON SHEET 2 (TYPICAU 17' OR 19' rr-,, ,, ,, I I I L.J Q a. -::J ac • 51 ~ ~ IR LS f--------{ 1 }--------j OR @oR@ (PER PLAN; NO SAFETY STIRIPS) JAMBOREE ROAD BACK BAY DRIVE TO ISLAND LAGOON DRIVE NOT TO SCALE & ,,., I _ J • BETWEEN STA. 34+99.68 AND STA. 38+87.10. PROVlDE 3/8" LIP AT GUTTER PAN. WLY R/W (8' OR 101 I L - WLY R/W (121 I L_ SEE NOTE 1 SEE NOTE 1 C/L (66' OR 68') (66', 79', OR VARIES) (48' OR 501 <8 'l I <8 'l (48 ', 50 ', OR 63 'l SUPERELEVATED BETWEEN STA. 34+50 AND STA. 39+75 8' 12' i=@.-1 IR 11 END AT STA. 37+50 OR 1------<CI:G)----, ~ SEE NOTE 11 ON SHEET 2 (TYPICAU 8'. 18'. 21 ', OR VARIES . iE & OR® (PER PLAN; JM.teOREE ROAD NO SAFETY STRIPS) ISLAND LAGOON DRIVlE TO STA. 55+16.02 NOT TO SCALE (78') (48') (61 ~ I l,lf\iC\-\~ ~ ",A ~\ Q% i00 -'>•~ 1 1 I -' I I L.J A . b!:l ~ SEE NOTE 11 ~ ON SHEET 2 ~ (TYPICAU (12 ') rn "" ::, u C/L (681 -----I 1 2 >----+-< 21 l--1----------1 & JM.teOREE ROAD STA. 55+16.02 TO SANTA BARBARA DRIVlE NOT TO SCALE (66 ') 13' • BETWEEN STA. 62+80.65 AND STA. 66+98.63. PROVlDE 3/8" AT GUTTER PAN. WLY R/W C/L (78' OR VARIES) (66' OR VARIES) (121 (49') (48' OR 48.5'l (8' OR (8' OR SUPERELEVATED BETWEEEN VARIES) VARIES) STA. 63+00 AND SAN -SE--'E--'N'"'oTE=l-+--i--+-s""E"-E ""NoCC.TE'--1 JOAQUIN HILLS ROAD ~~ ~~ !;: G:: !;: G:: >a >a ~ ~ 8: ~ 8: *~ Lu a:: Lu a:: ~Is: ~Is: OR I 9 7i--11~-..--11~----\7 9 L _ -- --L ELY R/W (8' OR 101 - I J ELY R/W (101 I _J ELY R/W (101 - I _ J -..,, ,, ,, ,. I 1.1t,,.iC\-I~ ~o-"·~ -\.0 rr ,, I I L.J Qa. -_.J ac • <i: co --.. ,,., SEE NOTE 11 ON SHEET 2 (TYPICAU ,, ,, I I I L.J Qa. -_.J ac • <i: co --.. ,,., 1--1------11 21----~ ...__,....__,. ® OR@ (PER PLAN; NO SAFETY STIRIPSl JAMBOREE ROAD SANTA BARBARA DRIVE TO SAN JOAQUIN HILLS ROAD NOT TO SCALE & WLY R/W (10 ') I I I L - WLY R/W (10 ') I I I L _ WLY R/W (10 ') I L _ - C/L ELY R/W (66') (78' OR VARIES) (481 (8 ') , (VAR.l (48' OR VARIES) (10 ') ' VARIES I MATCH I ::---. 0zro --fXtsr 1 I llu ~ ~~-- -S.9z r --..r:1 p +5.6% iO ,, ,, I ~Cl-\ E'/.\Si Jf ~, 7 1 t i ,I " , .. ,r I I L.J Q a. -::J ~:: ~ co --.. ,,., L.J Q 21-----1 .._,.,.._,., a. I LEGEND f7ZZ2l ARHM SURF ACE COURSE ~ AC LEVELING COURSE FULL DEPTH AC PAVlEMENT CONSTRUCTION NOTES CD COLD MILL EXISTING PAVEMENT TO A 2.5" DEPTH. G_) CONSTIRUCT 1.5" THICK ARHM OVER 1" THICK MIN. AC LEVlELING COURSE. ® CONSTIRUCT 1.5' THICK ARHM OVER 2' THICK MIN. AC LEVlELING COURSE. ® CONSTIRUCT 1.5' THICK ARHM OVER AC LEVlELING COURSE WITH VARIABLE THICKNESS (2" TO 1 "l PER DETAIL 1 ON SHEET 15. 0 REMOVlE EXISTING IMPROVlEMENTS AND CONSTIRUCT CURB <TYPE B, 8" CF) PER CNB STID. DWG. NO. 182 AND DETAIL 3 ON SHEET 15. ® CONSTRUCT STAMPED CONCRETE OVERLAY PER DETAIL 4 ON SHEET 15. ® REMOVlE EXISTING IMPROVlEMENTS AND CONSTRUCT STAMPED CONCRETE SAFETY STRIP PER DETAIL 2 ON SHEET 15. @ REMOVlE EXISTING TURF; IMPORT, PLACE, AND GRADE TOPSOIL; AND APPLY HYDROSEED PER DETAIL 5 ON SHEET 15. @ REMOVlE EXISTING IMPROVlEMENTS AND CONSTIRUCT FULL DEPTH AC PAVEMENT REPAIR. DEPTH UNCLUDING SURFACE COURSE) = 12". @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" THICK STAMPED CONCRETE OVER 4" CMB OVER ENGINEERING FILL (IMPORT IF NECESSARY). @ REMOVlE EXISTING IMPROVlEMENTS AND CONSTIRUCT CURB AND GUTTER (TYPE A, 8" CF) PER CNB STID. DWG. NO. 182 AND DETAIL 3 ON SHEET 15. GUTTER PAN SLOPE SHALL MATCH ADJACENT PAVEMENT SLOPE. t----71 2>----~ NOTES TO CONTRACTOR &@ REMOVlE EXISTING IMPROVlEMENTS AND NATIVlE MATERIAL TO 30" BELOW TOP OF CURB; AND IMPORT, PLACE, AND GRADE TOPSOIL PER DETAIL 5 ON SHEET 15. 8' w.1-1'"' ~ ..,, ,, ,, Iv I I I LJ -a. .., ::J ~:: ~ co --.. ,,., ..,, ,, ,, ,. I I I L.J Q a. -::J ac • <i: co --.. ,,., 8' (66') (481 JAMBOREE ROAD & 1. UNLESS OTHERWISE NOTED, NEW MEDIAN CURB HORIZONTAL ALIGNMENT SHALL MATCH EXISTING MEDIAN CURB HORIZONTAL ALIGNMENT. SAN JOAQUIN HILLS ROAD TO STA. 78+20 NOT TO SCALE C/L (8') , (8') 2. 3. 4. (66') (481 HORIZONTAL CONTROL INFORMATION SHOWN IS APPROXIMATE AND SHOULD NOT BE USED TO STAKE THE NEW MEDIAN CURB. PROVlDE ADDITIONAL FULL DEPTH ASPHALT CONCRETE PAVEMENT REPAIRS NOT SHOWN IN TYPICAL SECTIONS PER PLAN. PROVlDE A MINIMUM 4" CURB HEIGHT FOR ALL EXISTING MEDIAN CURBS IN SEGMENTS WHERE THE ADJACENT FINISHED SURFACE IS BEING RAISED. SEE ADDITIONAL NOTES TO CONTRACTOR ON SHEET 2. ELY R/W (10 ') VARIES I W'LY R/W MATCJ( I (661 &@ REMOVlE EXISTING IMPROVlEMENTS AND NATIVlE MATERIAL TO 30" BELOW TOP OF CURB; IMPORT, PLACE, AND GRADE TOPSOIL; AND APPLY HYDROSEED PER DETAIL 5 ON SHEET 15. &@ REMOVlE EXISTING TURF; IMPORT, PLACE, AND GRADE TOPSOIL PER DETAIL 5 ON SHEET 15. ® IRRIGATION SYSTEM IMPROVEMENTS PER SHEETS 20 TO 27. &@ LANDSCAPING IMPROVEMENTS PER SHEETS 28 AND 29. DISPOSITION NOTES [fl PROTECT IN PLACE (ITEM PER PLAN). C/L (661 E'LY R/W oiro --fXtsr 1 (10' OR VARIES) (48' OR VARIES) (58') (10 ') -1.2.t r 8' 6' OR VARIES I ~u ~1' iC\-\ ('/.\Si% ~ p +2A% iO o' -,, ~ j r----~ --,"i I ~, -I I , .. L.J I -\.2% iO -• @ ,I I r 1% MIN IN 1 LANE I I t # 12' r (66') Q a. " FROM 80+50 TO 81+60 ------11 2>----~ JAMBOREE ROAD STA. 78+20 TO STA. 81+60 NOT TO SCALE C/L (66') ELY R/W (481 (8') (8') (481 (10 ') SUPERELEVATED BETWEEN STA. 86+25 AND STA. 86+44 rr-,, ,, ,, I I I L.J Q a. -::J ac • <i: co --.. ,,., f--------11 21-----1 JAMBOREE ROAD STA. 81+60 TO STA. 86+44.03 NOT TO SCALE I _J W'LY R/W (61 ,. I I I L.J QD._ -::J ac • <i: co --.. ,,., 13' IRANs 1%, +~f~ J./% 11 11 11 II ,1 I I I I I I l.J " r--i ,, ,, I I I L.J Qa. -::J z ~OC) --.. -------I 1 2 >-----~,,, (661 (52') JAMBOREE ROAD STA. 86+44.03 TO STA. 91+10.72 NOT TO SCALE C/L (61 SUPERELEVATED BETWEEN STA. 91+10 AND STA. 92+75 (58') (661 E'LY R/W (10 ') rr--i ,, ,, ,, I I I L.J c::ia. -_.J z 15 • ~ co --.. ,,., t----------11 2>-----, JM.teOREE ROAD STA. 91+10.72 TO FORD ROAD NOT TO SCALE C-7885-2 "' • " >-' 0 N 2 I g 0 z "' 0 ~ ffi ,. "' . ~ .,, z "' o I "• "' . I!! .,; <....-3' g' C "j: "' ~ ~~ <o -' 0 u "' "' N "' 0 0 "' z N < c!; Z N 0 ....- F -~ <~ !:: g ;! ....-~---c-~~~------------~--------~---------~--~---~-------------------~---~R_E_Vl_E_W_ED_: ______ ~--------------------------------j ~ ~ Stantec TYPICAL sEcT10Ns :? N~C,~ JAMBOREE ROAD PAVEMENT REHABILITATION ~~ V1 AND RECLAIMED WATER CONVERSION t 2 RECORD DRAWINGS These Record Drawings hove been prepa~ based on the best <M17able infor,m1tion. \ltiile this information Is bel1eved to be reliable, City of Newport Beach ls not responsble fer 1ts accuracy. nor the errors or emissions which may or moy not hove been Incorporated into these ~ans. 38 lECHNQ0GY DRIVE, SlE 200 IR\INE, CA 92618 UNDER THE SUPERVISION OF: JEFFREY W. WILKERSON R.C.E. 63466 (949) 923-6000 lEL (949) 923-6121 FAX 10/29/21 DATE DESIGNED: DRAWN: JWW DML DML CHECKED: DATE: fl", 04/14/23 RECORD DRAWINGS & 04/15/22 REVISED TYPICAL SECTIONS NO. DATE DESCRIPTION OF REll1SIONS PATIRICIA CARPENTER RCE 89793 ASSOCIATE CIVlL ENGINEER 10/29/21 APPROVED DATE: _______ _ C j' < "' 0 .• l----------------------~--------1«a CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-7017-S t:J r:i >---------I 3 ~ SHEET 3 OF 35 i :;-~--------------------------------------------------~-----------------~--------~--~-~--~~~-~----~-------------------~--~----------~---------------------~----------1, o JWW MRH 10 29 21 (/) 0~ 1-----------+------------+----------+----------e -r.::~---------+----------+--1,-4'fQO:iJ0~-1~----+---------------1-----------+-------------+--------------1----------, 1----------+------------+-----------+---------~q_ 1-----------+------------+----------+---------------i §--~I-------Q--"'~------+---------~"'-:P-'-l • .,::_.,,:._165,95)-~-in1~'1;-_ ----4=------------l-----------+-----------+--------------1----------j ~==================l====================:t====================:J:===================i_,l~t~===~g~t:gcnj,:--=--=--=--=--=--=--=-;:J:.;;;.,.=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=-=1+--=+.._~~-{":.::.;--;;0;:::.._=~~:j:l~t' ===~~(~"'~=========1==========+==========1==========+======1 1===================1=====================+====================+======.,~:;;;;=;;;::;;;~~;;;::::t:;;:===~U:-,~1:-;::-,,,_··::_=-=-=--=--=--=8-~--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=-f+-:=-f+-:=--=--=-::':~'_".·':'.:2~~-::"::::::t:::::===~o, ~~-------------------+-------------+-----------+------------< ~===f7in====+==========:t==========t=====1='f~'79t;_.3~'7~B~CtR::'.:7=-:::'--:_:":-:J.:'.':09~)J.r..t-/=--~f:~=---=,-:-=-=-.c -=t-J.. ____ ,---____________ --9-il~,·,_:!"c, ____ -----;5-l-"----+.__.+----------'-";>4) ~-:zj=====-=--=--::;_,,g-_'r=-~"'o:_f =====~iii ===================;t===================;t===================j=======:i~i~:j ~ 75 ,...., r-'?.-78.z,---'-0 1• (....,...,-_ ~N °-U1 60 1- t======='~~~J:::======j====================j====================:t==============-======1========-=====-'.'.l;:;.~_;;::::"'=t'"':::====Jii·-mw------"'='oo. 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BJl!-i.._h=----,;, -· ---1-----------+------------+-----------+-------------+------------F·--4;--r-5 1 --~ ~ ,-_~-+-----=-¾-_-[-'l::_Y_E--G--/,,..,e----·-?da;,J-'>....c,->------~~,=~"","-'----a>--e-----------------------------------------++ ------------_-_-_-_-_-_-_-_-_-_-_-_-_-_-++ _-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-+-+-_-_-_-_-_-_-_-_-_-_---1--1 1------------+------------+-----------+-----------+-----------+-,,-·-S;,:;~~---+-.,; _ ~ ·!!)--+-----------+----------+------------< SCALE: l-----------+------------+----------+-----------+----------+-1-------=-------"'--=--~;!--~+-----------+-------r"'c-<-c--'--,=-+-----------+----------I-----------I j------------t------------t------------t-----------+-----=:-:---=-::-:-:--=-::--tl'--------r::"::-<-:-'--'<:''-t===================jt============~•-~;,a~,,~:;;;t:::"-~➔~==========:t==========t==========:::j HORIZ: 1"=40' 1----------+------------+-----------+-----------+-----+-L..,-v_. [ '¼',L.C--"'--1--------•-~·11,9Q)~°'-<:, v -----------+------------1---------------< " r::: -cu VERT: 1"=8' 10+00 11+00 12+00 13+00 14+00 10+86.52 ECR 19 15 15+00 "' 0 u ~ p "' 0 u ~ p "' 0 u w __, t=' p z 24" MINIMUM /FINISHED SURFACE -/~-/~+-/~-/~-/~~/-~/-~/--,-+/--+-/-/~- -NEW GRIND AND OVERLAY PAVEMENT SECllON AND AC BASE COURSE -SALVAGED BASE MATERIAL 195% REL. COMP.l -NAllVE SOIL (90% REL. COMP.l -CLEAN SAND BEDDING WITH MINIMUM 90% COMPACllON TYPICAL SLEEVING TRENCH DETAIL WITHIN PAVEMENT LEGEND ~ NEW PAVEMENT SECllON ~ SALVAGED BASE MATERIAL ~S:3 NAllVE SOIL I< < I CLEAN SAND BEDDING ~ NEW CONCRETE CURB l_____:j OR MEDIAN CONCRETE l~I EXISllNG AC PAVEMENT ~ EXISllNG MEDIAN CONCRETE 18881 EXISllNG BASE MATERIAL ~~j EXISllNG NAllVE SOIL IRRIGATION SLEEVES DETAIL SCALE: NTS 1 CONSTRUCTION NOTES CD COLD MILL EXISllNG PAVEMENT TO A 2.5" DEPTH. G_) CONSTRUCT 1.5" THICK ARHM OVER 1" THICK MIN. AC LEVELING COURSE. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT FULL DEPTH AC PAVEMENT REPAIR. DEPTH !INCLUDING SURFACE COURSE! = 12". @ REMOVE EXISTING IMPROVEMENTS ANO CONSTRUCT CURB ANO GUTTER !TYPE A, 8" CFJ PER CNB STD. DWG. NO. 182 AND DETAIL 3 ON SHEET 15. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT SIDEWALK PER CNB SID. DWG. NO. 180. @ PATCH DAMAGED CONCRETE CURB 111TH ARDEX CP OR APPROVED EQUAL @ REMOVE EXISllNG IMPROVEMENTS AND CONSTRUCT 4" THICK STAMPED CONCRETE OVER 4" CMB OVER ENGINEERING FILL !IMPORT IF NECESSARY). DISPOSITION NOTES ~ PROTECT IN PLACE !ITEM PER PLANJ. [j] REMOVE EXISTING AND INSTALL NEW STREET LIGHT PULL BOX TO GRADE PER CNB SID. DWG. NO. 204. [I] REMOVE EXISTING AND INSTALL NEW CNB WATER VALVE BOX AND COVER TO GRADE PER CNB STD. DWG. NO. 513. [I] ADJUST EXISllNG CNB STORM DRAIN MANHOLE RING, FRAME, AND COVER TO GRADE PER CNB STD. DWG. NO. 400. [[) ADJUST EXISllNG CNB SEWER MANHOLE RING, FRAME, AND COVER TO GRADE PER CNB SID. DWG. NO. 400. @) ADJUST EXISllNG OCSD SEWER MANHOLE RING, FRAME, AND COVER TO GRADE PER OCSD STANDARD DRAWINGS NOS. S-050A, S-055, AND S055A SHOWN ON DETAIL 1 ON SHEET 16 . UTILITY COMPANY NOTES ® PROTECT IN PLACE (ITEM PER PLANJ_ (D ADJUST TELECOM PULL BOX TO GRADE BY AT&T_ (D ADJUST TELECOM MANHOLE RING, FRAME, AND COVER TO GRADE BY AT&T. PAVEMENT LEGEND ,-------7 I I L _______ _J NOTES COLD MILL AND OVERLAY PAVEMENT SECllON !MATCH EXISllNG) FULL DEPTH AC PAVEMENT SECllON CONCRETE SIDEWALK REPAIR 1. SLEEVE LOCAllONS AND SIZES PER PLANS. ALIGNMENT OF SLEEVES IS APPROXIMATE. 2. POTHOLE EXISTING UllLITIES ALONG ALIGNMENT OF SLEEVES PRIOR TO CONSTRUCTION. ADJUST ALIGNMENT OF SLEEVES TO AVOID CONFLICTS. 3. FOR TRENCHING WITHIN EXISllNG MEDIAN CONCRETE, REMOVE AND REPLACE ENTIRE WIDTH OF MEDIAN CONCRETE !PER CONSTRUCTION NOTE 21) WHERE SHOWN ON PLANS. SAWCUT AND REMOVE EXISTING MEDIAN CONCRETE STAMPED CONCRETE OVERLAY OVER 1 " SAND ,t EXISTING MEDIAN CONCRETE C-7885-2 "' • "" Iii ~ I g 0 z "' 0 ~ ffi ,. "' . ~ -" z "' o I "• "' . I!! -,; <,,,, 3' g' C "j: "' ~ ~~ <o -' 0 u "' "' N "' 0 D <O z N < c!; Z N 0 ,,,, F -~ <~ GRAPHIC SCALE !:: g ;! ,,,, ~---c-~~~-----------~-------~--------~-~---~-----------------~---~RE-~-EW_E_D_:-----~------------------------------1~~ Stantec ~l'-0rEss1~ STREET PLAN AND PROFILE ~? _J,{r,Sl~'l,\-Wil,t ~ N~C,,. . .,.,,-kA JAMBOREE ROAD PAVEMENT REHABILITATION -f ~; 11 ~no~/ l)i -'l'v-~ AND RECLAIMED WATER CONVERSION ~~ 40 0 40 SCALE: 1" = 40' 120 I ' RECORD DRAWINGS These Record Drawings how been prepa~ based on the best <M17able infor,m1tion. \ltiile this .,formation Is bel1eved to be reliable, City of Newport Beach ls not responsble fer 1ts accuracy. nor the errors or emissions which may or moy not hove been lm:orporuted into these ~on:s. 38 lECHNQ0GY DRIVE, SlE 200 IR\INE, CA 92618 UNDER THE SUPERVISION OF: JEFFREY W. WILKERSON R.C.E. 63466 (949) 923-6000 lEL (949) 923-6121 FAX 10/29/21 DATE ~ c.. \, No .v63466 * b..2 04/14/23 RECORD DRAWINGS PATRICIA CARPENTER RCE 89793 COAST HIGHWAY TO STA. 16+00 ~o ~ \) ~ Ln ASSOCIATE Cl~L ENGINEER 1---------------------~----------, "'tl u''i'~ CIV\\. o'#;"' DESIG~w~/DML DRAWN: DML & 04/15/22 ADDED IRRIGATION SLEEVE DETAIL CITY OF NEWPORT BEACH R-7017-S l:l r:i f°OFCAL"W 10/29/21 1--------< 15~ CHECKJJti/MRH DATE: 10;29;21 NO. DATE DESCRIPllON OF RE~SIONS APPROVED DATE:_______ PUBLIC WORKS DEPARTMENT SHEET 4 OF 35 i :;-~---------------------------------------------~---------------~------------~--~~~-~---~-----------------~--~--------~-------------------~------~, o f-----------+---------------1------------+----------Q--Ec<fl~------1--------------t---------------11--------------t------------1--------------t------------1---------------t----------j ~=========~:;=;::::;::::========~t:=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=---=1+--=--=--=--=--=--=--=--=--=--=--=~ino -~----+---------------1f-------------+---------------1f-------------+------------f-------------+------------.-----------1 I---~-o --,"c;,;-----=-1ur----------+-------------+-----------+-------------+-----------+-------------+------------+-----------, ', -0 -.. -.. I' ! 0 I, r o -rn ri'i 0:::: f-------------1--100 -~A?'-.----~ • R-f------,-,-!'·-,__ ____ +---i3+---------+-----------+------------+-----------+-------------+-----------+--------, Vv Q ·:_;: 0 t.{_ ;-;-d--, - L 35j- 45 ... • 35 I - / ,r .:i::: o , +. {I) a ~oc,----+-------------+-----------+-------------+-----------+-------------+-----------+-------------tf---------, f------------+-_:,,.(-,__c:--,----.,,+-~-----9□--Ec-~-----------t------in-,-~ 0 ·m· =======~ >-----------__._-,-/-~ =--~---~-------------+--------,.-~::::===::lo-~ >----+------------+------------+------------+------------+-------------+-----------------------< f------------+--~•,06~~ ~ cNt====::::;::;-wi:=====1=======~1-!"l~===:go-1-c~a-----~o"'"·VJ>--~rn~1c-c~-+-----------+------------+-----------+------------+-----------+-------------¾-------, 1-----------1---_:_ _ __.=...._--:;;:::;;:===:t;11~,~'.::====:&'"" N-------o -,,., IQ~-+------------+---~--------+------------+-----------+-----------+-----------.--------< ......_ I'--p_-Li.. n ± · LO 0:::: f------------+-------~r ...... ~ -..---d~-~====::t;;::====i'~r.-=~=-~;-=-=-=-=-~jc;,~)~~t-=-=-=-=-=-=-=-=~"4·~~2==-=-="~01+~~=+===========~==:i:i!=.;;::=======+===========~=====:::;::::====+;;=====;;;;:;:===== -'" ·:-89"Jti ~.._ LO co (I) .-+ .... .-co r.o en ·-~ 0 Cl) o ~• C::::5'"".:i:_ u.... c;;u.... 45 35 ]- -SCALE: ~----------1--------------1------------l--"",ec19""%1 _..., "'11:1' "C"'" • I-<C w 1-w en :::c w en z 15 CC! 3: 0 " -"' +X "' .,J -"' 17+00 PROTECT EXISTING CURB AND GUTTER IN PLACE AT SLEEVE CROSSINGS. p C&G p p w :J w :::c en o l>f<..,,·...,,,-/'-,1; ~ :E LN: DATA LINE LENGTI-1 BEARING 18+00 p p Cl.l=IVE DATA 19+00 20+00 34 L=34' FllJl I • ll,.Q8_T,) 21+00 22+00 I %) ,0.42%J 10,40%) / : *· E 'LY-++::::.:-'--'------+---------------, 23+00 24+00 MEDIAN CURBS BETWEEN STATION 22+81.65 AND STATION 25+33.26 DO NOT MATCH EXISTING MEDIAN CURB ALIGNMENT. CONTRACTOR SHALL USE HORIZONTAL CONTROL SHOWN ON PLAN TO CONSTRUCT MEDIAN CURBS BETWEEN THESE STATIONS. CONTRACTOR SHALL TIE-IN TO EXISTING MEDIAN CURB ALIGNMENT AT BOTH ENDS. 90' TAPER JAMBOREE ROAD 25+00 15 90' TAPER HORIZ: 1''=40' VERT: 1"=8' 0 0 + co N CO • <C 1-w I- en w w :::c z en :J w :::c w o en ~ :E CONSTRUCTION NOTES CD COLD MILL EXISTING PAVEMENT TO A 2.5" DEPTI-1. G_) CONSTRUCT 1.5" THICK ARHM OVER 1" TI-IICK MIN. AC LEVELING COURSE. ® CONSTRUCT 1.5' THICK ARHM OVER 2' THICK MIN. AC LEVELING COURSE. ® CONSTRUCT 1.5' THICK ARHM OVER AC UEVELING COURSE WITH VARIABLE THICKNESS (2" TO 1 "J PER DETAIL 1 ON SHEET 15. 0 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT CURB (TYPE B, 8" CFI PER CNB STD. DWG. NO. 182 AND DETAIL 3 ON SHEET 15. ® CONSTRUCT STAMPED CONCRETE OVERLAY PER DETAIL 4 ON SHEET 15. ill® REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT STAMPED CONCRETE SAFETY STRIP PER DETAIL 2 ON SHEET 15. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT FULL DEPTIH AC PAVEMENT REPAIR. DEPTH UNCLUDING SURFACE COURSEl = 12". @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT SIDEWALK PER CNB STD. DWG. NO. 180. @ CONSTRUCT PAVEMENT TRANSITION PER DETAIL 7 ON SHEET 15. ill@ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" THICK STAMPED CONCRETE OVER 4" CMB OVER ENGINEERING FILL !IMPORT IF NECESSARY). @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT CURB RAMP PER CNB STD. DWG. NO. 181 (CASE ''H "l. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT CURB RAMP PER CNB STD. DWG. NO. 181 !CASE "B"l, MODIFIED TO BE ON CURB RETURN. @ CONSTRUCT MEDIAN FLARE PER SPPWC STD. PLAN NO. 141-2. @ CONSTRUCT MEDIAN TAPER PER SPPWC STD. PLAN NO. 140-3. ® ROOT PRUNE EXISTING TREEISl ADJACENT TO CONCRETE REPAIR AND INSTALL "CENTURY" ROOT BARRIER CP182 OR APPROVED EQUAL. NOTIFY CITY ARBORIST PRIOR TO WORK. ill@ INSTALL 4" PVC IRRIGATION SLEEVE PER DETAIL 1 ON SHEET 4. ill® REMOVE EXISTING IMPROVEMENTS AND NATIVE MATERIAL TO 30" BELOW TOP OF CURB; AND IMPORT, PLACE, AND GRADE TOPSOIL PER DETAIL 5 ON SHEET 15. ill® IRRIGATION SYSTEM IMPROVEMENTS PER SHEETS 20 TO 27. ill@ LANDSCAPING IMPROVEMENTS PER SHEETS 28 AND 29. DISPOSITION NOTES [fl PROTECT IN PLACE (ITEM PER PLAN). [j] REMOVE EXISTING AND INSTALL NEW STREET LIGHT PULL BOX TO GRADE PER CNB STD. DWG. NO. 204. [Ij REMOVE EXISTING AND INSTALL NEW TRAFFIC SIGNAL PULL BOX TO GRADE. rn REMOVE EXISTING AND INSTALL NEW CNB WATER VALVE BOX AND COVER TO GRADE PER CNB STD. DWG. NO. 513. [I] ADJUST EXISTING CNB STORM DRAIN MANHOLE RING, FRAME, AND COVER TO GRADE PER CNB STD. DWG. NO. 400. [fil ADJUST EXISTING CNB SEWER MANHOLE RING, FRAME, AND COVER TO GRADE PER CNB STD. DWG. NO. 400. [[] ADJUST EXISTING OCSD SEWER MANHOLE RING, FRAME, AND COVER TO GRADE PER OCSD STANDARD DRAWINGS NOS. S-050A, S-055, AND S055A SHOWN ON DETAIL 1 ON SHEET 16. [fil REMOVE EXISTING AND INSTALL NEW CNB SURVEY MONUMENT FRAME AND COVER TO GRADE PER CNB STD. DWG. NO. 116. ill ~ REMOVE EXISTING IRRIGATION PULL BOX. UTILITY COMPANY NOTES ® PROTECT IN PLACE !ITEM PER PLAN). PAVEMENT LEGEND ,-------7 I I L _______ _J l~M I l~I 1~ 111111111111111 I I I I I I I I I I I 1 I .............. ·1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . FULL DEPTH AC PAVEMENT SECTION COLD MILL AND OVERLAY PAVEMENT SECTION !MATCH EXISTING) COLD MILL AND OVERLAY PAVEMENT SECTION (1" RAISE AND TRANSITIONS) CONCRETE SIDEWALK REPAIR MEDIAN HARDSCAPE MEDIAN LANDSCAPING NOTE TO CONTRACTOR 1. UNLESS OTHERWISE NOTED, NEW MEDIAN CURB HORIZONTAL ALIGNMENT SHALL MATCH EXISTING MEDIAN CURB HORIZONTAL ALIGNMENT. HORIZONTAL CONTROL INFORMATION SHOWN IS APPROXIMATE AND SHOULD NOT BE USED TO STAKE THE NEW MEDIAN CURB. GRAPHIC SCALE 40 0 40 SCALE: 1" = 40' C-7885-2 "' • " iii N ~ I g 0 z "' 0 ~ ffi ,. "' . ~ -" z "' o I "• "' . I!!-:;; </ 3' g' C "i: "' ~ ~~ <o ..., 0 u "' "' N "' 0 D <O z N < c!; Z N 0 / F -~ <~ CURVE LENGTH RADIUS DELTA TANGENT ill L1 143.28' N34"42'00''E' C1 6.10' 2.00' 174"41 '20" 43.12' f---t----+-------1 ill L2 264.99' N34"42'00''E' >---+----+-------t !:: g =!/ ~---c-~~~------------~--------~---------~--~---~-------------------~---~R_E_~_E_W_ED_:------~-----------------------------~~~ St an t ec ~i0rEss1~ STREET PLAN AND PROFILE ~? _J,{r,Sl~'l,\-Wil,t ~ N~C,r..>u<rl-rA JAMBOREE ROAD PAVEMENT REHABILITATION -f ~; 11 ~no~/ l)i -.,.v-~ AND RECLAIMED WATER CONVERSION ~~ ill L3 142.48' S34"42'00"W' A1 f---+----+------1 L.D. L4 285.85' N34"42'00''E' RECORD DRAWINGS These Record Drawings hove been prep<J~ based 111'1 the best avu1711ble infllrmotion. \ltiile this infonncitlon Is bel1eved to be rellllble, City of Newport Beoch ls not responsble fer 1ts occurocy. nor the errors or emissions which may or moy not hove been Incorporated into these ~ons. 38 lECHNQ0GY DRIVE, SlE 200 IR\INE, CA 92618 UNDER TIHE SUPERVISION OF: JEFFREY W. WILKERSON R.C.E. 63466 (949) 923-6000 lEL (949) 923-6121 FAX 10/29/21 DATE (t •-\No.v63466 * A2 04/14/23 RECORD DRAWINGS PATRICIA CARPENTER RCE 89793 STA. 16+00 TO STA. 26+00 !;i!0 ~ \) ~ Ln ASSOCIATE Cl~L ENGINEER f-----------------------~---------1 "'c!; "'.J:;,~ CIV\\.. o'#;"' DESIG~w~/DML DRAWN: DML ill 04/15/22 REVISED MEDIAN AND ADDED SLEEVES. CITY OF NEWPORT BEACH R-7017-S l:l r:i f°OFCAL"W 10/29/21 1--------< 15~ CHECKJJti/MRH DATE: 10;29;21 NO. DATE DESCRIPTION OF RE~SIONS APPROVED DATE:_______ PUBLIC WORKS DEPARTMENT SHEET 5 OF 35 i :;-~--------------------------------------------------~-----------------~--------~--~-~--~~~-~----~-------------------~--~----------~---------------------~------~, o 35 35 • - • 0 0 + CD in N • I-<C w 1-w ti) :::c w ti) z w-w ...J ti) 5 ~ :i1: , 0 ... oz 0.82% 27+00 28+00 HYATT REGENCY -LOCATE AND PROTECT EXISTING CITY FIBER OPTIC CONDUIT NEAR ALL EXCAVATIONS (TYPI o:: 0 (Il PROTECT IN PLACE EXISTING LOOPS AND CONDUIT UNDER CROSS GUTTER AND STAMPED CONCRETE 29+00 PAVEMENT LEGEND ,-------7 I I L _______ _J l~I l~~I ···-~~ ····• ffi §2 FULL DEPTH AC PAVEMENT SECTION COLD MILL AND OVERLAY PAVEMENT SECTION (MATCH EXISTING) COLD MILL AND OVERLAY PAVEMENT SECTION (1" RAISE AND llRANSITIONSI CONCRETE SIDEWALK REPAIR 111111111111111 I I I I I I I I I I I II I --------------·1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . .. . .. . . . . . . . . . . . . . . . . . . . .. . .. . . . .. . .. . .. MEDIAN HARDSCAPE MEDIAN LANDSCAPING RECORD DRAWINGS These Record Drawings hove been prepa~ based on the best <M17able infor,m1tion. \ltiile this information Is bel1eved to be reliable, City of Newport Beach ls not responsble fer 1ts accuracy. nor the errors or emissions which may or moy not hove been Incorporated into these ~ans. 30+00 31+00 32+00 33+00 ffi GRAPHIC SCALE 40 0 40 SCALE: 1" = 40' '='-0 --..., • 34+00 ,,. :. W 't::-Y. MEGI-AN =i== W+Y. MEG~A ~-=i== 35+00 SEE DETAIL 1 ON SHEET 18 FOR STORM DRAIN PROFILE ClFIVE DATA L5 18.45' N38'45'30"E' CURVE LENGTH RADIUS DELTA TANGENT L6 187.41' S34"42'00"W' C2 7.22' 2.35' 175'56'38" 66.36' L7 26.26' N36"53'12"E' C3 7.76' 2.50' 177"48'54" 131.10' LB 678.85' N34'42 '00 "E' C4 406.31' 1592.00' 14'37'23" 204.27' L9 397.58' N34'42'00"E' C5 410.39' 1608.00' 14'37'23" 206.32' • 111 - • 50 7- 50 I 50 ]- CONSTRUCTION NOTES CD COLD MILL EXISTING PAVEMENT TO A 2.5" DEPTH. G_) CONSTRUCT 1.5" THICK ARHM OVER 1" THICK MIN. AC LEVELING COURSE. ® CONSTRUCT 1.5' THICK ARHM OVER 2' THICK MIN. AC LEVELING COURSE. ® CONSTRUCT 1.5' THICK ARHM OVER AC LEVELING COURSE WITH VARIABLE THICKNESS (2" TO 1 "J PER DETAIL 1 ON SHEET 15. 0 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT CURB (TYPE B, 8" CFI PER CNB SllD. DWG. NO. 182 AND DETAIL 3 ON SHEET 15. ® CONSTRUCT STAMPED CONCRETE OVERLAY PER DETAIL 4 ON SHEET 15. ® REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT STAMPED CONCRETE SAFETY STRIP PER DETAIL 2 ON SHEET 15. @ REMOVE EXISTING TURF; IMPORT, PLACE, AND GRADE TOPSOIL; AND APPLY HYDROSEED PER DETAIL 5 ON SHEET 15. @ REMOVE EXISTING IMPROVEMENTS AND CONSllRUCT FULL DEPTH AC PAVEMENT REPAIR. DEPTH UNCLUDING SURFACE COURSEI = 12". @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT CURB AND GUTTER (TYPE A, 8" CFI PER CNB STD. DWG. NO. 182 AND DETAIL 3 ON SHEET 15. @ REMOVE EXISTING IMPROVEMENTS AND CONSllRUCT SIDEWALK PER CNB SllD. DWG. NO. 180. @ REMOVE EXISTING IMPROVEMENTS AND CONSllRUCT CATCH BASIN (L=18'1 TOP SLAB, MANHOLE LID, AND PORTION OF SIDE WALLS AND LOCAL DEPRESSION PER CNB STD. DWG. NOS. 300, 305, AND 306. PROTECT EXISTING VERTICAL REINFORCEMENT FROM CATCH BASIN WALL TO TIE INTO NEW COVER. MAINTAIN EXISTING TC AN FL ELEVATIONS. @ REMOVE EXISTING IMPROVEMENTS AND CONSllRUCT CURB RAMP PER CNB SllD. DWG. NO. 181 !CASE ''F'1 AND DETAIL ON SHEET 19. @ CONSllRUCT MEDIAN TAPER PER SPPWC STD. PLAN NO. 140-3. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 12" PVC (SDR261 AND PAVEMENT REPAIR PER CNB STD. DWG NOS. 106-A, 106-B, 106-C AND 323. @ REMOVE EXISTING IMPROVEMENTS AND CONSllRUCT CURB AND GUTTER (TYPE A, 8" CFI PER CNB SllD. DWG. NO. 182 AND DETAIL 3 ON SHEET 15. GUTTER PAN SLOPE SHALL MATCH ADJACENT PAVEMENT SLOPE. ® ROOT PRUNE EXISTING llREE(Sl ADJACENT TO CONCRETE REPAIR AND INSTALL "CENTURY" ROOT BARRIER CP182 OR APPROVED EQUAL. NOTIFY CITY ARBORIST PRIOR TO WORK. @ CONSTRUCT 1.5' THICK ARHM OVER AC LEVELING COURSE WITH VARIABLE THICKNESS (2" TO 1 "J PER DETAIL 6 ON SHEET 15. @ REMOVE EXISTING AND CONSTRUCT CROSS GUTTER PER CNB STD. DWG. NO. 185 AND DETAIL 4 ON SHEET 19. @ JOIN NEW 12" PVC TO EXISTING 15" CMP WITH CONCRETE COLLAR PER CNB STD. DWG. NO. 324. JOIN SOFFITS. @ ADJUST TOP OF EXISTING INLET TO GRADE PER DETAIL 4 ON SHEET 16. @ JOIN EXISTING INLET PER SPPWC STD. PLAN NO. 335-2 (CASE 11. @ INSTALL 24" BROOKS BOX (242481 INLET OR APPROVED EQUAL AND CONSllRUCT LOCAL DEPRESSION PER DETAIL A ON SHEET 18. ffi@ INSTALL 4" PVC IRRIGATION SLEEVE PER DETAIL 1 ON SHEET 4. ffi@ REMOVE EXISTING IMPROVEMENTS AND NATIVE MATERIAL TO 30" BELOW TOP OF CURB; IMPORT, PLACE, AND GRADE TOPSOIL; AND APPLY HYDROSEED PER DETAIL 5 ON SHEET 15. ® IRRIGATION SYSTEM IMPROVEMENTS PER SHEETS 20 TO 27. DISPOSITION NOTES [Ij PROTECT IN PLACE (ITEM PER PLAN). DJ REMOVE EXISTING AND INSTALL NEW STREET LIGHT PULL BOX TO GRADE PER CNB SllD. DWG. NO. 204. [I) REMOVE EXISTING AND INSTALL NEW TRAFFIC SIGNAL PULL BOX TO GRADE. IT] REMOVE EXISTING AND INSTALL NEW CNB WATER VALVE BOX AND COVER TO GRADE PER CNB STD. DWG. NO. 513. [I] ADJUST EXISTING CNB STORM DRAIN MANHOLE RING, FRAME, AND COVER TO GRADE PER CNB STD. DWG. NO. 400. [fil ADJUST EXISTING CNB SEWIER MANHOLE RING, FRAME, AND COVER TO GRADE PER CNB SllD. DWG. NO. 400. [I) ADJUST EXISTING OCSD SEWIER MANHOLE RING, FRAME, AND COVER TO GRADE PER OCSD STANDARD DRAWINGS NOS. S-050A, S-055, AND S055A SHOWN ON DETAIL 1 ON SHEET 16. [I] ADJUST EXISTING CNB WATER MANHOLE RING, FRAME, AND COVER TO GRADE PER CNB STD. DWG. NO. 400. [fil REMOVE EXISTING AND INSTALL NEW CNB SURVEY MONUMENT FRAME AND COVER TO GRADE PER CNB STD. DWG. NO. 116. [@ DISPOSITION OF EXISTING IRRIGATION IMPROVEMENTS PER SHEETS 20 TO 27. UTILITY COMPANY NOTES (D ADJUST TELECOM MANHOLE RING, FRAME, AND COVER TO GRADE BY AT&T. @ ADJUST GAS VALVE BOX TO GRADE BY SCG. & NOTE TO CONTRACTOR 1. UNLESS OTHER\IASE NOTED, NEW MEDIAN CURB HORIZONTAL ALIGNMENT SHALL MATCH EXISTING MEDIAN CURB HORIZONTAL ALIGNMENT. HORIZONTAL CONTROL INFORMATION SHOWN IS APPROXIMATE AND SHOULD NOT BE USED TO STAKE THE NEW MEDIAN CURB. C-7885-2 "' • .,, iii "' ~ I g 0 z "' 0 ~ ffi ,. "' . ~ .,, z "' o I "• "' . I!! .,; <_..., 3' g' C "j: "' ~ ~~ <o -' 0 u "' "' N "' 0 D <O z N < c!; Z N o _..., F -~ <~ !:: g ;! _..., ~---c -~~~------------~--------~---------~--~---~-------------------~---~R_E_~_E_W_ED_:------~-----------------------------~~~ St antec ~l'-0rEss1~ STREET PLAN AN□ PROFILE ~? _J,{r,Sl~'l,\-Wil,t ~ N~C,r. . .,.,,.kA JAMBOREE ROAD PAVEMENT REHABILITATION -f ~; 11 ~no~/ l)i -.,.v-~ AND RECLAIMED WATER CONVERSION ~~ 38 lECHNQ0GY DRIVE, SlE 200 IR\INE, CA 92618 UNDER THE SUPERVISION OF: JEFFREY W. WILKERSON R.C.E. 63466 (949) 923-6000 lEL (949) 923-6121 FAX 10/29/21 DATE ~ c.. \, No.v63466 * b..2 04/14/23 RECORD DRAWINGS PATRICIA CARPENTER RCE 89793 STA. 26+00 TO STA. 36+00 !;i!0 ~ \) ~ Ln ASSOCIATE Cl~L ENGINEER f-----------------------~---------1 "'c!; u''i'~ CIV\\.. o'#;" DESIG~w~/DML DRAWN: DML ffi 04/15/22 MEDIAN RE~SIONS CITY OF NEWPORT BEACH R-7017-S l:l r:i f'oFcAL"W 10/29/21 I--------< 15~ CHECKJJti/MRH DATE: 10;29;21 NO. DATE DESCRIPTION OF REll1SIONS APPROVED DATE:_______ PUBLIC WORKS DEPARTMENT SHEET 6 OF 35 i :;-~--------------------------------------------------~-----------------~--------~--~-~--~~~-~----~-------------------~--~----------~---------------------~------~, o 7 ' I 7- 7- l 7 7- CONSTRUCTION NOTES CD COLD MILL EXISTING PAVEMENT TO A 2.5" DEPTI-1. G_) CONSTRUCT 1.5" THICK ARHM OVER 1" TI-IICK MIN. AC LEVELING COURSE. ® CONSTRUCT 1.5' THICK ARHM OVER 2' THICK MIN. AC LEVELING COURSE. ® CONSTRUCT 1.5' THICK ARHM OVER AC LEVELING COURSE WITH VARIABLE THICKNESS (2" TO 1 "J PER DETAIL 1 ON SHEET 15. 0 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT CURB (TYPE B 8" CFI PER CNB STD. DWG. NO. 182 AND DETAIL 3 ON SHEET 15.' ® REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT STAMPED CONCRETE SAFETY STRIP PER DETAIL 2 ON SHEET 15. ® REMOVE EXISTING TURF; IMPORT, PLACE, AND GRADE TOPSOIL; AND APPLY HYDROSEED PER DETAIL 5 ON SHEET 15. @ REMOVE EXISTING IMPROVEMENTS AND CONSTIRUCT FULL DEPTIH AC PAVEMENT REPAIR. DEPTH (INCLUDING SURFACE COURSE) = 12". @ REMOVE EXISTING IMPROVEMENTS AND CONSTIRUCT CURB RAMP PER CNB STD. DWG. NO. 181 (CASE ''8'1 AND DETAIL ON SHEET 19. @ REMOVE EXISTING IMPROVEMENTS AND CONSTIRUCT CURB AND GUTTER !TYPE A, 8" CFl PER CNB STD. DWG. NO. 182 AND DETAIL 3 ON SHEET 15. GUTTER PAN SLOPE SHALL MATCH ADJACENT PAVEMENT SLOPE. ® IRRIGATION SYSTEM IMPROVEMENTS PER SHEETS 20 TO 27. DISPOSITION NOTES ~ PROTECT IN PLACE (ITEM PER PLAN). [I) REMOVE EXISTING AND INSTALL NEW CNB WATER VALVE BOX AND COVER TO GRADE PER CNB STD. DWG. NO. 513. [I] ADJUST EXISTING CNB STORM DRAIN MANHOLE RING, FRAME AND COVER TO GRADE PER CNB STD. DWG. NO. 400. ' [[) ADJUST EXISTING CNB SEWER MANHOLE RING, FRAME, AND COVER TO GRADE PER CNB STD. DWG. NO. 400. [[] ADJUST EXISTING OCSD SEWER MANHOLE RING, FRAME, AND COVER TO GRADE PER OCSD STANDARD DRAWINGS NOS. S-050A, S-055 AND S055A SHOWIN ON DETAIL 1 ON SHEET 16. ' [[] REMOVE EXISTING AND INSTALL NEW CNB SURVEY MONUMENT FRAME AND COVER TO GRADE PER CNB STD. DWG. NO. 116. [IT] REMOVE EXISTING AND INSTALL NEW STIREET LIGHT PULL BOX LID. [@ DISPOSITION OF EXISTING IRRIGATION IMPROVEMENTS PER SHEETS 20 TO 27. UTILITY COMPANY NOTES Ef~~f~~f~~f~~f~~f~~f~~f~~f~3tE~f~~f~~f~~f~~f~~f~~f~~f~~f~~J3~f~~f~=f~=f~=f~=f~=f~=~==~==~=1t==~==~~=~~=~~=~~=~~~f~~f~~f~~f!~f~~f~~f~~f~~f~~f~~f~~f~~f~~f~tr~~f~~f~~f~~f~~f~~f~~f~~f~~f~~!E~f~~f~~f~~f~~f~~f~~f~~f~~f~~}~~f~~f~~f~~f~=f~=f~== =~== =~== ===~=~r==~==~==~~=~~=~~=~~=~~=f~~f~~~1~f~~f~~f~~f~~f~~f~~f~~f~~f~~f~±r~~f~~f~~f~~f~~f~~f~~f~~f~~f~3~ s~~~~;= 1"=40' VERT: 1' 8' @ REMOVE EXISTING VAULT AND CONSTIRUCT NEW VAULT BY CHARTER. PAVEMENT LEGEND ' l _;+, GRAPHIC SCALE 40 0 40 SCALE: 1" = 40' 120 I SEA VISTA DRIVE RECORD DRAWINGS These Record Drawings how been prepa~ based on the best <M17able infor,m1tion. \ltiile this .,formation Is bel1eved to be reliable, City of Newport Beach ls not responsble fer 1ts accuracy. nor the errors or emissions which may or may nat have been Incorporated inta these ~ans. () St an t ec 38 lECHNQ0GY DRIVE, SlE 200 IR\INE, CA 92618 UNDER TIHE SUPERVISION OF: JEFFREY W. WILKERSON R.C.E. 63466 (949) 923-6000 lEL (949) 923-6121 FAX 10/29/21 DATE ' I REVIEWED: fl", 04/14/23 RECORD DRAWINGS PATRICIA CARPENTER RCE 89793 irDWESISIGr.iNJFEll-D:_-,_11□1aR,.AWwtNc-":--~/J\~+-~_:..:.:_=--+==:__:_:::..:..:.::::_::::_ ___________ J_ __ _j ASSOCIATE CIVIL ENGINEER JWWtDML DML 1 04/15/22 MEDIAN REVISIONS CHECKED,.,. DATE: NO DATE DESCRI DATE· 1 Q /29 /21 JWWtMRH 10/29/21 · PTION OF REVISIONS APPROVED ·---'----'--- ffi ,-------7 I I L _______ _J FULL DEPTIH AC PAVEMENT SECTION COLD MILL AND OVERLAY PAVEMENT SECTION (MATCH EXISTING) COLD MILL AND OVERLAY PAVEMENT SECTION ~,,@,I l~I (1" RAISE AND TRANSITIONS) -CONCRETE SIDEWALK REPAIR . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............... ••••••••••••••• . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............... ............... . . . . . . . . . . . . . . . MEDIAN LANDSCAPING NOTE TO CONTRACTOR 1. UNLESS OTHERWISE NOTED, NEW MEDIAN CURB HORIZONTAL ALIGNMENT SHALL MATCH EXISTING MEDIAN CURB HORIZONTAL ALIGNMENT. HORIZONTAL CONTIROL INFORMATION SHOWN IS APPROXIMATE AND SHOULD NOT BE USED TO STAKE THE NEW MEDIAN CURB. LINE DATA LINE LENGTH BEARING L10 392.28' N49'19 '23 ''E' L 11 392.28' N49'19 '23 ''E' Cl.AVE DATA CURVE LENGTH RADIUS DELTA TANGENT C4 406.31' 1592.00' 14'37'23" 204.27' C5 410.39' 1608.00' 14'37'23" 206.32' C6 410.39' 1608.00' 14'37'23" 206.32' Cl 406.31' 1592.00' 14'37'23" 204.27' C-7885-2 STREET PLAN JAMBOREE ROAD PAVEMENT REHABILITATION AND RECLAIMED WATER CONVERSION ST A. 36+00 TO ST A. 46+00 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-7017-S SHEET 7 OF 35 "' • .,, >-' u, ... 0 0 N I '-' 0 0 z "' N 0 0 iii ~ "' !s' • • z "' 0 I u -• "' • £ I!! • / ~ "' C 0 •• "' C C ::, ;J-< -' 0 '-' 0 "' "' "' N 0 0 "' z N < ... 0 z N / 0 ~ F < "' ,-0 :::; C iii / < ~ :r: 0 "' ,. 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"' . ~ .,, z "' o I "• "' . I!! -,; </ 3' go C 'j: "' ~ ~~ <o -' 0 u "' "' N "' 0 D <O z N < c!; Z N 0 / F -~ <~ !:: g =!/ ~----C--i=~--------------~----------~-----------~--~----~-----------------------~---~-R_E_~_E_W_E_D_=-------~------------------------------------1~~ St antec ~\l.0rEss1~ STREET PROFILE ~? _J,{r,Sl~'l,\-Wil,t ~ N~C,r. . .,...,.kA JAMBOREE ROAD PAVEMENT REHABILITATION -f ~; 11 ~no~/ l)i -.,.v-~ AND RECLAIMED WATER CONVERSION ~; RECORD DRAWINGS These Record Drawings hove been prepa~ based on the best (ffl■7able infor,m1tion. \lt:ile this information Is bel1eved to be reliable, City of Newport Beach ls not responsble fer 1ts accuracy. nor the errors or emissions which may or may not hove been Incorporated into these ~ans. 38 lECHNQ0GY DRIVE, SlE 200 IR\INE, CA 92618 UNDER TI-IE SUPERVISION OF: JEFFREY W. WILKERSON R.C.E. 63466 (949) 923-6000 lEL (949) 923-6121 FAX 10/29/21 DATE (t •-\, No_v63466 * PATRICIA CARPENTER RCE 89793 STA. 36+00 TO STA. 46+00 ~o ~ \) ~ ASSOCIATE Cl~L ENGINEER f-----------------------~---------1 "'c!; u'"i'~ CIV\\.. o'#;"' DESIG~w~/DML DRAWN: DML .& 04/14/23 RECORD DRA~NGS CITY OF NEWPORT BEACH R-7017-S l:l r:i f"oFcAL"W 10/29/21 ---------< 15~ CHECKJJti/MRH DATE: 10;29;21 NO. DATE DESCRIPTION OF RE~SIONS APPROVED DATE:_______ PUBLIC WORKS DEPARTMENT SHEET 8 OF 35 i :;-+---------------------------------------------------------------------~-----------------------~------------~---~--~---+-~-+---~------+---------------------------~----~-------------+------------------------------+-----------1, o +-----------_._----------------i------------+-----------------i-c,· ,----------------t-------------t----------------t-------------t----------------j--------------t----------------jt-----------1 ~=========t::===========1======;;;;====~~-vLL--~·=-=-=-=-=-=-=-'~8-i:.:. :;:.ii,,-----------+------------+------,.----,::::-x-:-W21::1'-EG·-----------+-------------+------------+-----------------------< t-0 -,;--c,;□.------<§--0>-----------+------------+------,1---=-:..:..:..._:__:_--=-:__:=F------------+-----------+------------+-----------+--------j o' ""o----"'~'""_,-----"'"",·i"<".c:.;----------------t-------------t-------.#1--------t----------------t--------------t----------------t------------------------1 CONSTRUCTION NOTES CD COLD MILL EXISTING PAVEMENT TO A 2,5" DEPTI-1. -=1:.,_ci co ..,.,, 0 "Li: 0 0 "' • < 0:27%) 120 + -__ ".~, -_, L• ~ ' , ". Wt'f-M·E8-h6d , v -1201- -z::g_'\'lo . w ·+------------+-----'l',R1AN3:-fR()M B·" ef~--+-----------_.__ .... ____ ---< (D 0' C) C) u ;-I (L5_._5: CF 00 3'"3~ --• ;:., G_) CONSTRUCT 1.5" THICK ARHM OVER 1" TI-IICK MIN. AC LEVELING COURSE. ® CONSTRUCT 1.5' THICK ARHM OVER 2' THICK MIN. AC LEVELING COURSE. ® CONSTRUCT 1.5' THICK ARHM OVER AC LEVELING COURSE WITH VARIABLE THICKNESS (2' TO 1 "J PER DETAIL 1 ON SHEET 15. 0 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT CURB (TYPE B, 8' CF) PER CNB STD. DWG. NO. 182 AND DETAIL 3 ON SHEET 15. ® REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT STAMPED CONCRETE SAFETY STRIP PER DETAIL 2 ON SHEET 15. ® REMOVE EXISTING TURF; IMPORT, PLACE, AND GRADE TOPSOIL; AND APPLY HYDROSEED PER DETAIL 5 ON SHEET 15. @ REMOVE EXISTING IMPROVEMENTS AND CONSTIRUCT FULL DEPTI-1 AC PAVEMENT REPAIR. DEPTH (INCLUDING SURFACE COURSE) = 12". @ PATCH DAMAGED CONCRETE CURB Win-I ARDEX CP OR APPROVED EQUAL. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" THICK STAMPED CONCRETE OVER 4" CMB OVER ENGINEERING FILL !IMPORT IF NECESSARY). @ REMOVE EXISTING AND CONSTRUCT MAINTENANCE CURB RAMP PER DETAIL 2 ON SHEET 16. & @ INSTALL 4" PVC IRRIGATION SLEEVE PER DETAIL 1 ON SHEET 4. &@ REMOVE EXISTING IMPROVEMENTS AND NATIVE MATERIAL TO 30" BELOW TOP OF CURB; IMPORT, PLACE, AND GRADE TOPSOIL; AND APPLY HYDROSEED PER DETAIL 5 ON SHEET 15. u ,(;)-G <Xl ~-"'-I +---------~=--+--=C!· Ci 1-ci--e----,= --: r-,. 11 I g. -~ L1':i .l(') LO LQ tO <Xl .- ® IRRIGATION SYSTEM IMPROVEMENTS PER SHEETS 20 TO 27 . ® WATER SYSTEM IMPROVEMENTS PER SHEET 30. 120 40 - • , ' :::: lC E 1::¥ ME81-A-N-"f C 's -- , i'R. E 'I::¥ ME81-A-=fC :-'R. E+'f ME81-A-FS 2 47+00 u uJ "' ........ ,-..: _J <Xl 0 +o <D .... <Xl 48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00 GRADE=13% 3~ W WC::: N ~ 0 ..---(D a::: o ------.c • 1-.-::> r--. 11 l""1 u 1-U I-(') ------ f:'2 ~ 8 -= i= II a + _J -~ 8 c::: c::: w c::: I u w ---:::c~.n::.::.:: r--.'. r--. • """' {/) o i:i:i ~ d a • c.. • a:i • / w --co co oo a ...-:i ... , ..... ..... oo J"') o ...i--w + + ~ + + J"'1o .L() o 5! 5! _J p P p 19 ~ ~ r.o 00 ~ .,.... <.0 ... .,. ~ N + ~ ~ i i p b..> LO L.£j., .. .. . .. 4 p p JAMBOREE ROAD 120 I & DISPOSITION NOTES [El PROTECT IN PLACE !ITEM PER PLAN) . rn REMOVE EXISTING AND INSTALL NEW CNB WATER VALVE BOX AND COVER TO GRADE PER CNB STD. DWG. NO. 513. ~ ADJUST EXISTING OCSD SEWER MANHOLE RING, FRAME, AND COVER TO GRADE PER OCSD STANDARD DRAWINGS NOS. S-050A, S-055, AND S055A SHOWN ON DETAIL 1 ON SHEET 16. [fil REMOVE EXISTING AND INSTALL NEW CNB SURVEY MONUMENT FRAME AND COVER TO GRADE PER CNB STD. DWG. NO. 116. [@ DISPOSITION OF EXISTING IRRIGATION IMPROVEMENTS PER SHEETS 20 TO 27. [fil DISPOSTION OF EXISTING WATIER IMPROVEMENTS PER SHEET 30. UTILITY COMPANY NOTES (D ADJUST ELECTRICAL MANHOLE RING, FRAME, AND COVER TO GRADE BY SCE. PAVEMENT LEGEND ,-------7 I I L _______ _J FULL DEPTI-1 AC PAVEMENT SECTION COLD MILL AND OVERLAY PAVEMENT SECTION (MATCH EXISTING) COLD MILL AND OVERLAY PAVEMENT SECTION r~I l~I II I I I I I I I I I 111111111111111 II 1 · -. . . --------. · 1 (1" RAISE AND TRANSITIONS) ••••••••••••••• . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . MEDIAN HARDSCAPE MEDIAN LANDSCAPING NOTE TO CONTRACTOR 1. UNLESS 01HERWISE NOTED, NEW MEDIAN CURB HORIZONTAL ALIGNMENT SHALL MATCH EXISTING MEDIAN CURB HORIZONTAL ALIGNMENT. HORIZONTAL CONTROL INFORMATION SHOWN IS APPROXIMATE AND SHOULD NOT BE USED TO STAKE THE NEW MEDIAN CURB. UIE DATA LINE LENGTI-1 BEARING L12 622.40' N34"42'00"E' L13 672.92' N34'42'00"E' L14 33.44' N29'58'29"E' CURVE DATA CURVE LENGTH RADIUS DELTA TANGENT C6 410.39' 1608.00' 14'37'23" 206.32' C7 406.31' 1592.00' 14'37'23" 204.27' CB 115.42' 1192.00' 5'32'53" 57.76' C9 156.76' 1400.00' 6'24'56" 78.46' C10 57.38' 320.00' 10'16'24" 28.77' C-7885-2 "' • .,, iii "' ~ I g 0 z "' 0 ~ ffi ,. "' . ~ -" z "' o I "• "' . I!! -,; </ 3' g' C "j: "' ~ ~~ <o -' 0 u "' "' N "' 0 D «> z N < c!; Z N 0 / F -~ <~ !:: g =!/ ~---c-~~~------------~--------~---------~--.-----~-------------------~---~R_E_VI_E_W_ED_:------~-----------------------------~~~ St antec ~i0rEss1~ STREET PLAN AND PROFILE ~? _J,{r,Sl~'l,\-Wil,t ~ N~C,r. .. ,...,-kA JAMBOREE ROAD PAVEMENT REHABILITATION - GRAPHIC SCALE 0 40 120 I RECORD DRAWINGS 38 lECHNQ0GY DRIVE, SlE 200 IR\INE, CA 92618 (949) 923-6000 lEL (949) 923-6121 FAX f ~; 11 ~no~/ l)i -.,.v-~ AND RECLAIMED WATER CONVERSION ~~ (t •-\, No .v63466 * b..2 04/14/23 RECORD DRAWINGS PATRICIA CARPENTER RCE 89793 STA. 46+00 TO STA. 56+00 !;i!0 ~ ' SCALE: 1" = 40' These Record Drawings how been prepa~ based on the best <M17able infor,m1tion. \ltiile this .,formation Is bel1eved to be reliable, City of Newport Beach ls not responsble fer 1ts accuracy. nor the errors or emission, which may or may not have been Incorporated into these ~an,. UNDER TI-IE SUPERVISION OF: JEFFREY W. WILKERSON R.C.E. 63466 \) ~ Ln ASSOCIATE CIVIL ENGINEER f-----------------------~---------1 "'c!; u'"i'~ CIV\\.. o'#;"' DESIG~w~/DML DRAWN: DML & 04/15/22 MEDIAN REVISIONS CITY OF NEWPORT BEACH R-7017-S l:l r:i f°OFCAL"W 10/29/21 t--------< 15~ 10/29/21 DATE CHECKJJti/MRH DATIE: 10;29;21 NO. DATE DESCRIPTION OF REVISIONS APPROVED DATE:_______ PUBLIC WORKS DEPARTMENT SHEET 9 OF 35 i :;-~--------------------------------------------------~-----------------~--------~--~-~--~~~-~----~-------------------~--~----------~---------------------~------~, o F ITTO~l l 0.07 I -11,'fQ~ C 0.:2t %, • l 0.17%) , o~zz. t .n 1 ' ".26.%' ' 0.19 <D • 0:-3-4%) ( 0:-36 ...... I ·q,_6_5%) CONSTRUCTION NOTES CD COLD MILL EXISTING PAVEMENT TO A 2.5" DEPTH. 0 CONSTRUCT 1.5" THICK ARHM OVER 1" THICK MIN. AC LEVELING COURSE. ® CONSTRUCT 1.5' THICK ARHM OVER 2' THICK MIN. AC LEVELING COURSE. ® CONSTRUCT 1.5' THICK ARHM OVER AC LEVELING COURSE ~TH VARIABLE THICKNESS (2" TO 1 "l PER DETAIL 1 ON SHEET 15 . 0 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT CURB (TYPE 8, 8" CFI PER CNB SID. DWG. NO. 182 AND DETAIL 3 ON SHEET 15. >---------------------><MA·TCl't-l'.'XIS-T:-f3-!"t!",'lcTION3------MATCl't-l'.'XI' l:-fS--l"t l"VA1lON~ T, .. , ,20'-r-APl""~------,--+--------------+-----------+-------------li----'-c.__------1 ® CONSTRUCT STAMPED CONCRETE OVERLAY PER DETAIL 4 ON SHEET 15. ® REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT STAMPED CONCRETE SAFETY STRIP PER DETAIL 2 ON SHEET 15. --■ / • . • • HROUG --lN-TrnSE-C-TION-----t------t------------t-------------t---------+---t --:..:::::---".::....::"---------l--+------------+-----------+-------------lho~----__,j - ....__ ' =*· W'I::¥ -~ EBI-AN FS '.E. • \ \ \ \ \ \ \ "' -1257- U:-rn,:;== ·u. • • ' =*· W.!J::¥ MEGIA 0 ' : ·R:-w+Y-ME8t',:; -;-c ,RANSfll0,,N----,--------t-----------,;=;;f-----+-------------t------------+------------+------------l--+---~'L~IO~"'-T,~A~~E~c~~---_-_-_-_-_-_-_-_+~----_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-+~----_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-1'::_~,;••~---_-_-_-_-_-_-_-_"j -· 1257- \ \ \ :1 .o--=-• I \ ' ~R. f-!I:: -ME81-AN , __, \ \ ... @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT FULL DEPTH AC PAVEMENT REPAIR. DEPTH llNCLUDING SURFACE COURSE! = 12". @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT CURB AND GUTTER (TYPE A, 8" CFl PER CNB STD. DWG. NO. 182 AND DETAIL 3 ON SHEET 15. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT SIDEWALK PER CNB SID. DWG. NO. 180. @ CONSTRUCT PAVEMENT TRANSITION PER DETAIL 7 ON SHEET 15. @ PATCH DAMAGED CONCRETE CURB WITH ARDEX CP OR APPROVED EQUAL. &@ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" THICK STAMPED CONCRETE OVER 4" CMB OVER ENGINEERING FILL (IMPORT IF NECESSARY) . @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT CURB RAMP PER CNB SID. DWG. NO. 181 (CASE '1--l"l. @ CONSTRUCT MEDIAN TAPER PER SPPWC STD. PLAN NO. 140-3. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT CURB AND GUTTER lTYPE A, 8" CFJ PER CNB SID. DWG. NO. 182 AND DETAIL 3 ON SHEET 15. GUTTER PAN SLOPE SHALL MATCH ADJACENT PAVEMENT SLOPE. @ ROOT PRUNE EXISTING TREElSJ ADJACENT TO CONCRETE REPAIR AND INSTALL "CENTURY" ROOT BARRIER CP182 OR APPROVED EQUAL. NOTIFY CITY ARBORIST PRIOR TO WORK. 1--------~-+-___ 1 __ :::¾_._E2_'l::_¥_M_E_8_I-A_,l1--F-=-S--------1-----------+----------1------------+----'',__j.J_ ~R. ' =*· E 1::¥ ME81-AN E21::¥ MESI-A =fC -&@ INSTALL 4" PVC IRRIGATION SLEEVE PER DETAIL 1 ON SHEET 4. &@ INSTALL 2" PVC IRRIGATION SLEEVE PER DETAIL 1 ON SHEET 4. 57+00 p UIE DATA LINE LENGTH BEARING L16 297.13' S43"30'29''W' L17 404.44' N43'30'29"E' L18 298.19' S43'30'29''W' L19 345.50' N43'30'29"E' ClFIVE DATA CURVE LENGTH RADIUS DELTA TANGENT 58+00 59+00 ' SANTA BARBARA DRIVE GRAPHIC SCALE 40 0 40 120 I ' SCALE: 1" = 40' RECORD DRAWINGS These Record Drawings hove been prepa~ based on the best <M17able infor,m1tion. \ltiile this information Is bel1eved to be reliable, City of Newport Beach ls not responsble fer 1ts accuracy. nor the errors or emissions which may or moy not hove been Incorporated into these ~ans. 60+00 61+00 62+00 63+00 64+00 65+00 NOTE TO CONTRACTOR 1. UNLESS OTHER~SE NOTED, NEW MEDIAN CURB HORIZONTAL ALIGNMENT SHALL MATCH EXISTING MEDIAN CURB HORIZONTAL ALIGNMENT. HORIZONTAL CONTROL INFORMATION SHOWN IS APPROXIMATE AND SHOULD NOT BE USED TO STAKE THE NEW MEDIAN CURB. &@ INSTALL NO. 5 CONCRETE PULL BOX PER SPPWC SID. PLAN NO. 405-1. &@ REMOVE EXISTING IMPROVEMENTS AND NATIVE MATERIAL TO 30" BELOW TOP OF CURB; AND IMPORT, PLACE, AND GRADE TOPSOIL PER DETAIL 5 ON SHEET 15. &@ REMOVE EXISTING TURF; IMPORT, PLACE, AND GRADE TOPSOIL PER DETAIL 5 ON SHEET 15. ® IRRIGATION SYSTEM IMPROVEMENTS PER SHEETS 20 TO 27. &@ LANDSCAPING IMPROVEMENTS PER SHEETS 28 AND 29. ® WATER SYSTEM IMPROVEMENTS PER SHEET 30. DISPOSITION NOTES [fl PROTECT IN PLACE (ITEM PER PLAN!. m [l] REMOVE EXISTING AND INSTALL NEW TRAFFIC SIGNAL PULL BOX TO GRADE. REMOVE EXISTING AND INSTALL NEW CNB WATER VALVE BOX AND COVER TO GRADE PER CNB STD. DWG. NO. 513. [I] ADJUST EXISTING CNB STORM DRAIN MANHOLE RING, FRAME, AND COVER TO GRADE PER CNB STD. DWG. NO. 400. [fil ADJUST EXISTING CNB SEWER MANHOLE RING, FRAME, AND COVER TO GRADE PER CNB SID. DWG. NO. 400. [Kl ADJUST EXISTING OCSD SEWER MANHOLE RING, FRAME, AND COVER TO GRADE PER OCSD STANDARD DRA~NGS NOS. S-050A, S-055, AND S055A SHOWN ON DETAIL 1 ON SHEET 16. [fil REMOVE EXISTING AND INSTALL NEW CNB SURVEY MONUMENT FRAME AND COVER TO GRADE PER CNB STD. DWG. NO. 116. [fil REMOVE EXISTING AND INSTALL NEW OCWD RECLAIMED WATER VALVE BOX TO GRADE PER CNB STD 513. LID COVER SHALL BE MARKED ''RECYCLED WATER". LID COVER ORIENTATION PER PLAN. [j]] ADJUST EXISTING OCWD RECLAIMED WATER MANHOLE RING, FRAME, AND COVER TO GRADE PER CNB STD. DWG. NO. 400. [TI] REMOVE EXISTING AND INSTALL NEW CNB SEWER CLEANOUT BOX AND COVER TO GRADE PER CNB STD. DWG. NO. 513. MARK LID "SEWER". [fil REMOVE EXISTING AND INSTALL NEW CNB WATER METER BOX AND COVER TO GRADE PER CNB STD. DWG. NO. 503. & [gj REMOVE EXISTING IRRIGATION PULL BOX. [@ DISPOSITION OF EXISTING IRRIGATION IMPROVEMENTS PER SHEETS 20 TO 27. UTILITY COMPANY NOTES ® PROTECT IN PLACE (ITEM PER PLAN!. (D ADJUST TELECOM MANHOLE RING, FRAME, AND COVER TO GRADE BY AT&T. PAVEMENT LEGEND i--------7 I I L _______ _J I~ I~~ FULL DEPTH AC PAVEMENT SECTION COLD MILL AND OVERLAY PAVEMENT SECTION (MATCH EXISTING) COLD MILL AND OVERLAY PAVEMENT SECTION (1" RAISE AND TRANSITIONS) II I I I I I I I I I I I 111111111111111 1 · --- -- -- - -- - --· 1 . . . .. . . . . . . . . . . .. . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CONCRETE SIDEWALK REPAIR MEDIAN HARDSCAPE MEDIAN LANDSCAPING "' • .,, iii .... ~ I g 0 z "' 0 ~ ffi ,. "' . ~ -" z "' o I "• "' . I!! -,; </ 3' g' C "j: "' ~ ~~ <o -' 0 u "' "' N "' 0 D <O z N < c!; Z N 0 / F -~ C-7885-2 ~ 1l ,-------=~-------------,---------,-------------,----,----,-----------------------------,----r=-==--------,-----------------------------~~/ ~ St antec ~ROf"ESS/Gt,;' REVIEWED= STREET PLAN AND PROFILE ~{ \I -j~'>'IJ..w1ij.~~ ~~C,~ JAMBOREE ROAD PAVEMENT REHABILITATION ~" 1 ~ I ''>no "' AND RECLAIMED WATER CONVERSION ~ g 38 lECHNQ0GY DRIVE, SlE 200 IR\INE, CA 92618 (949) 923-6000 lEL (949) 923-6121 FAX UNDER THE SUPERVISION OF: f\1r VN'o'.~63466 * 'i 04/14/23 RECORD DRAWINGS PATRICIA CARPENTER RCE 89793 STA. 56+00 TO STA. 66+00 ~o " V u' Ln ASSOCIATE CIVIL ENGINEER 1----------------------,-----------------I "' c!; JEFFREY W. WILKERSON 10/29/21 ~""OFCICV\\..A' 'fio'#;" DESIG~w~/DML DRAWN: DML & 04/15/22 MEDIAN REVISIONS CITY OF NEWPORT BEACH R-7017-S ~ r:i ~ 10 /29 /21 f--------, 0 ' ~-----------------------------------------------'-R_.c_.E_._6_34_6_6 ___________ DA_T_E-1... _______ __J_c_HE_c~~~Ww~~/~IM~R~HLD_A_TE_:1~0L~2~9L~2~1L_N_O._j_ __ DA_T_E _ _j_D_Es_c_RI_PTI_O_N_O_F_R_E_V1_s1_0N_s __________ .1.._AP_P_R_ov_E_DLD_A_TE_===============.l.._ ____ P_U_B_L_1_c_w_o_R_K_S_D_E_P_A_R_T_M_E_N_T ___ _j__s_HE_E_T_1.:..::0~o_F_::3~5:..J!i C11 9.42' 3.00' 180'00'00" INFINITY' --- • • -85 ]- . 120 85 j- CONSTRUCTION NOTES CD COLD MILL EXISTING PAVEMENT TO A 2.5" DEPTH. G_) CONSTRUCT 1.5" THICK ARHM OVER 1" THICK MIN. AC LEVELING COURSE. 0 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT CURB (TYPE B, 8" CFl PER CNB STD. DWG. NO. 182 AND DETAIL 3 ON SHEET 15. ffi® REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT STAMPED CONCRETE SAFETY STRIP PER DETAIL 2 ON SHEET 15. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT FULL DEPTH AC PAVEMENT REPAIR. DEPTH (INCLUDING SURFACE COURSE) = 12". @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT SIDEWALK PER CNB STD. DWG. NO. 180 . @ PATCH DAMAGED CONCRETE CURB 111TH ARDEX CP OR APPROVED EQUAL ffi@ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" THICK STAMPED CONCRETE OVER 4" CMB OVER ENGINEERING FILL IIMPORT IF NECESSARY). @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT DRIVEWAY PER CNB STD. DWG. NO. 160 AND DETAIL 5 ON SHEET 19. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT CURB AND GUTTER IT'fl'E A, 8" CFJ 111TH MODIFIED GUTTER PAN PER CNB STD. DWG. NO. 182, DETAIL 3 ON SHEET 15 AND DETAIL 5 ON SHEET 19. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT CURB AND GUTTER ITYPE A, 8" CF) PER CNB STD. DWG. NO. 182 AND DETAIL 3 ON SHEET 15. GUTTER PAN SLOPE SHALL MATCH ADJACENT PAVEMENT SLOPE. ® ROOT PRUNE EXISTING TREEISl ADJACENT TO CONCRETE REPAIR AND INSTALL "CENTURY" ROOT BARRIER CP182 OR APPROVED EQUAL. NOTIFY CITY ARBORIST PRIOR TO WORK. @ REMOVE EXISTING AND CONSTRUCT CATCH BASIN ADJUSTMENT AND LOCAL DEPRESSION IMPROVEMENTS PER DETAIL 3 ON SHEET 16. ffi@ REMOVE EXISTING IMPROVEMENTS AND NATIVE MATERIAL TO 30" BELOW TOP OF CURB; AND IMPORT, PLACE, AND GRADE TOPSOIL PER DETAIL 5 ON SHEET 15. ffi® IRRIGATION SYSTEM IMPROVEMENTS PER SHEETS 20 TO 27. &@ LANDSCAPING IMPROVEMENTS PER SHEETS 28 AND 29. DISPOSITION NOTES [fl PROTECT IN PLACE (ITEM PER PLANJ. [I] 0 REMOVE EXISTING AND INSTALL NEW TRAFFIC SIGNAL PULL BOX TO GRADE. REMOVE EXISTING AND INSTALL NEW CNB WATER VALVE BOX AND COVER TO GRADE PER CNB STD. DWG. NO. 513. \ CX) -+ ,,-' •I~ {/) + Lt:) 0 -• L.. L. I L..V -r-,.. o:J Q" ~' ·o,-rn N •-'55 CT.I ~===================~~==========\:'.:=1-Lrt\J_t-:::t[j'LJ:=:'.f ::JS'-~~==========+========~-~;;;'°;t::;:====ll'iq: ;~====~---· ;;,1----G· er, • -,;!;· st-• 2,%')~ -~--A L ,..... -::-...: ..-O To a r--.-.,--=----------+-----------t---------f'_5 _ >------------------------t---------------,----------'---,, 92%!-t-f ---~·=------"" :! ,-,~ o -----+-----+------------+------------+---.__ ---" --8J:ij -' SCALE: m ADJUST EXISTING OCSD SEWER MANHOLE RING, FRAME, AND COVER TO GRADE PER OCSD STANDARD DRA\\1NGS NOS. S-050A, S-055, AND S055A SHOWN ON DETAIL 1 ON SHEET 16. >------------------------1----------------t------------t-t 7 -l -lJ%' -r---• :•.•·-= ;..._--+----+-------------+-----------+-----.-_,.-0_45 -, ~-----------l------------l------------+----------:=,-~==F113°(-=f=i'~=-f=-'=-=-=-=-=-=---=·----=---=---=---=---=---=-,:!:-::,~-.;:-g_5i.f-%i::=:-:j:-~::::;;::;:i!?~-==+====+============t===========t============t===========+===========1 HORIZ: 1''=40' m REMOVE EXISTING AND INSTALL NEW CNB SURVEY MONUMENT FRAME AND COVER TO GRADE PER CNB STD. DWG. NO. 116. r\J_ E 'L'-/ r-,,..., v.. -, -f------------------------1----------------t---------t-LA. 1 ---•4 -' VERT·. 1· 8' ~-----------11-------------1------------+------'=-=-:........::....::._;__=-::-t-----------+="'·· ii%) rr.P. [1j REMOVE EXISTING AND INSTALL NEW OCWD RECLAIMED WATER VALVE BOX TO GRADE PER CNB STD 513. LID COVER SHALL BE MARKED "RECYCLED WATER". LID COVER ORIENTATION PER PLAN. ill, ffi 67+00 68+00 (IXD APPROXIMATELY 4,000 SF OF PAVEMENT IN THE SAN JOAQUIN HILLS ROAD EASTBOUND #2 LANE BEGINNING APPROXIMATELY 120 LF FROM CHANNELIZATON ISLAND NOSE. SAN JOAQUIN HILLS ROAD 69+00 RECORD DRAWINGS These Record Drawings hove been prep<J~ based 111'1 the best avu1711ble infllrmotion. \ltiile this infonncitlon Is bel1eved to be rellllble, City of Newport Beoch ls not responsble fer 1ts occurocy. nor the errors or emissions which may or moy not hove been Incorporated into these ~ons. 70+00 71+00 72+00 73+00 74+00 75+00 UIE DATA LINE LENGTH BEARING L18 298.19' S43'30'29"W' L19 345.50' N43'30'29"E' L20 60.01' N44'27'46"E' JAMBOREE ROAD CURVE DATA CURVE LENGTH RADIUS DELTA TANGENT C12 20.42' 6.50' 180'00'00" INFINITY' [j] REMOVE EXISTING AND INSTALL NEW TRAFFIC SIGNAL PULL BOX LID. [fil REMOVE EXISTING IMPROVEMENTS, ADJUST EXISTING 2" COMBINATION AIR-RELEASE VALVE ASSEMBLY TO GRADE AND INSTALL NEW ENCLOSURE, VALVE BOX AND COVER, AND PCC SLAB PER CNB DWG. STD. 517-B. UTILITY COMPANY NOTES ® PROTECT IN PLACE (ITEM PER PLANJ. @ ADJUST GAS VALVE BOX TO GRADE BY SCG. PAVEMENT LEGEND r-------7 I I L _______ _J II I I I I I I I I I I I 111111111111111 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . +•+•+••·····••+ +•++++••··••+•• . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . FULL DEPTH AC PAVEMENT SECTION COLD MILL AND OVERLAY PAVEMENT SECTION IMATCH EXISTING) CONCRETE SIDEWALK REPAIR MEDIAN HARDSCAPE MEDIAN LANDSCAPING ill NOTE TO CONTRACTOR 1. UNLESS OTHER\\1SE NOTED, NEW MEDIAN CURB HORIZONTAL ALIGNMENT SHALL MATCH EXISTING MEDIAN CURB HORIZONTAL ALIGNMENT. HORIZONTAL CONTROL INFORMATION SHOWN IS APPROXIMATE AND SHOULD NOT BE USED TO STAKE THE NEW MEDIAN CURB. GRAPHIC SCALE 40 0 40 SCALE: 1" = 40' 120 I C-7885-2 "' • .,, iii ., ~ I g 0 z "' 0 ~ ffi ,. "' . ~ -" z "' o I "• "' . I!! -,; </ 3' g' C "j: "' ~ ~~ <o -' 0 u "' "' N "' 0 D <O z N < c!; Z N 0 / F -~ <~ !:: g =!/ ~----------------~r---------,-----------.----,-----,--------------------r----.-===---------,-----------------------------7~~ ~ REVIEWED: STREET PLAN AND PROFILE ~,. \I St an t ec -~~~~E~;l~~ ~~C,~ JAMBOREE ROAD PAVEMENT REHABILITATION ~: :11!t~~og;6~;1vE, SlE 200 i:::i :~t:~i,o F~ r i ~ 11 !)no~/ PATRICIA CARPENTER RCE 89793 AND RECLAIMED WATER CONVERSION ! ~ UNDER THE SUPERVISION OF: (1 p1r \ No .v63466 * ill 04/14/23 RECORD DRAWINGS ASSOCIATE CIVIL ENGINEER ~---------S_T_A_._6_6_+_0_0_T_O_S_T_A_._7_6_+_0_0_-.----------I ~ ~ 10/29/21 \_; u'"'i'~ CIV\\.. o'#;" DESIG~w~/DML DRAWN: DML ffi 04/15/22 MEDIAN REVISIONS CITY OF NEWPORT BEACH R-7017-S l:l r:i JEFFREY W. WILKERSON f'oFcAL°W 10/29/21 1--------, 15~ L_ _____________________________________________ __J_R_.c_.E_._6_34_6_6 __________ D_A_TE_L_ _______ __j_c_HE_c~1~i~=u~M~R~HLD_A_~_=1~0~/2~9~/2~1L_N_o._j_ __ DA_T_E_..L_D_Es_c_RIP_TI_O_N_O_F_R_E_V1s_1o_N_s __________ -'-AP_P_R_ov_E_DLD_A_TE_=~~~~~~~~~~~~~~-'-----P-U_B_L_1_c _w_o_R_K_S_D_E_P_A_R_T_M_E_N_T ___ __,__s_HE_E_T_1_1_o_F_3_5~!~ 70 65 ]- 70 65 I '" I-I-I '-'-' f ~ -.._.. Lf° I"'.'~ U1 !-~..es:-.-LO +1 • ..: I,() r--. 0) i-CIJ -0 11 □. 0 °V ~ ""'- -• .:iO.%:J --i-0 ---LO ! LO £!!-1~ . _LO '-g _ -~ Q ::J= ·ci -·'];~ 70 CONSTRUCTION NOTES CD COLD MILL EXISTING PAVEMENT TO A 2.5" DEPTH. G_) CONSTRUCT 1.5" THICK ARHM OVER 1" THICK MIN. AC LEVELING COURSE. ® CONSTRUCT 1.5' THICK ARHM OVER 2' THICK MIN. AC LEVELING COURSE. ® CONSTRUCT 1.5' THICK ARHM OVER AC LEVELING COURSE WITH VARIABLE THICKNESS (2" TO 1 "J PER DETAIL 1 ON SHEET 15. @) REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT FULL DEPTH AC PAVEMENT REPAIR. DEPTH UNCLUDING SURFACE COURSE) = 14". @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT FULL DEPTH AC PAVEMENT REPAIR. DEPTH (INCLUDING SURFACE COURSEl = 12". @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT SIDEWALK PER CNB SID. DWG. NO. 180. @ CONSlRUCT PAVEMENT TRANSITION PER DETAIL 7 ON SHEET 15. @ PATCH DAMAGED CONCRETE CURB WITH ARDEX CP OR APPROVED EQUAL ® ROOT PRUNE EXISTING lREE(Sl ADJACENT TO CONCRETE REPAIR AND INSTALL "CENTURY" ROOT BARRIER CP182 OR APPROVED EQUAL. NOTIFY CITY ARBORIST PRIOR TO WORK. @ REMOVE AND RECONSTRUCT EXISTING GRATE INLET TO GRADE PER CNB. SID. DWG. NO. 302. PROVIDE lRAFFlC RATED AND BICYCLE FRIENDLY GRATE AND FRAME WITH GALVANIZED FINISHED (SIZE TO MATCH EXISTING). PROTECT IN PLACE EXISTING 12" PVC STORM DRAIN. DISPOSITION NOTES [El PROTECT IN PLACE (ITEM PER PLAN). rn REMOVE EXISTING AND INSTALL NEW CNB WATER VALVE BOX AND COVER TO GRADE PER CNB STD. DWG. NO. 513. [fil ADJUST EXISTING CNB SEWER MANHOLE RING, FRAME, AND COVER TO GRADE PER CNB SID. DWG. NO. 400. [fil REMOVE EXISTING AND INSTALL NEW OCWD RECLAIMED WATER VAL VE BOX TO GRADE PER CNB STD 513. LID COVER SHALL BE MARKED ''RECYCLED WATER". LID COVER ORIENTATION PER PLAN. [QI ADJUST EXISTING OCWD RECLAIMED WATER MANHOLE RING, FRAME, AND COVER TO GRADE PER CNB STD. DWG. NO. 400. UTILITY COMPANY NOTES ® PROTECT IN PLACE (ITEM PER PLAN). PAVEMENT LEGEND --~~1:co o · rn a "L.L 1-J .Jg_-- -co -~ =I--·r--: LO I:..; V -II"\,\ ' -E-X-:-E-21=¥-EG--------------f-------------------------t---------------,----,-...,._,_,-------,---------o ··a:,:------"0:cr-~-'[_-=--=--=--=--=--=--=--=--=--=--=-1-=--=--=-~------;~~-( "1 --==--=i,~--;--~----==~b~~~~--l---;:,-c=~~=--=-=-------, 86%) l"'") __ IJ'.) __ -___ .,..,.,, ~~i:=====00~·-::::::=;;;:::::::;;-,=....-______ __,_ ___________ ,._ _____ _ -,;1.-7Qo,,,a,---,-~_-+-_-----a,t----N;-· ---11T ·ri) / ~-l %.)-(.1: ·al---+"ff'_ ._;. ~ -~ --,_,. __ .,:1%)•~--------+-------------< ,., ' -1,1-Q%J,---~(0.-31,,---7o,,,1---1------110 . ."i'57J, _______ --+---t---~ _ _ ,~ .,.. -SCALE: ,-------7 I I FULL DEPTH AC PAVEMENT SECTION -,--===--·--t------2'-_..,o,__ _____ ++',v.. C", 'l::"'-EG , ----,----t-----------+--------------t ~===================::::=======================:=======================:==============--1~--4.z21trc-' -"~ T ' ---'3.! •1 HORIZ: 1''=40' ----'---:-1-4½%,1>---------+-----------+------------1 L _______ _J >------------------------1-------------+-----------1---~'-"'-'"'· "~-;:=....:,...'-------l------------1-------------1------------I--'-=-· ---------1------------1------------1 VERT: 1"=8' ~I ~I COLD MILL AND OVERLAY PAVEMENT SECTION (MATCH EXISTING) 77+00 15 15 78+00 79+00 RECORD DRAWINGS These Record Drawings hove been prepa~ based on the best <M17able infor,m1tion. \ltiile this information Is bel1eved to be reliable, City of Newport Beach ls not responsble fer 1ts accuracy. nor the errors or emissions which may or moy not hove been Incorporated into these ~ans. 80+00 81+00 82+00 83+00 84+00 85+00 JAMBOREE ROAD p p 15 p 34 L=16' 40 0 COLD MILL AND OVERLAY PAVEMENT SECTION (1" RAISE AND TRANSITIONS) GRAPHIC SCALE 40 SCALE: 1" = 40' 120 I C-7885-2 "' • .,, iii 0, ~ I g 0 z "' 0 ~ ffi ,. "' . ~ -" z "' o I "• "' . I!! -,; </ 3' g' C "j: "' ~ ~~ <o -' 0 u "' "' N "' 0 D <O z N < c!; Z N 0 / F -~ <~ !:: g =!/ ~----------------~---------,-------------.----,----,-------------------------.===----------,-----------------------------7~~ ~ REVIEWED: STREET PLAN AND PROFILE ~,. \I St antec -~~~~E~;l~~ ~~c~ JAMBOREE ROAD PAVEMENT REHABILITATION ~: :11!t~~og;6~;1vE, SlE 200 i:::i :~t:~i,o F~ r i ~ Ii !)no~/ PATRICIA CARPENTER RCE 89793 AND RECLAIMED WATER CONVERSION ! ~ UNDER THE SUPERVISION OF: (1 p1r \ No .v63466 * ASSOCIATE CIVIL ENGINEER f-----------S_T_A_._?_6_+_0_0_T_O_S_T_A_._B_6_+_0_0_--. _______ 7 ~ ~ 10/29/21 \,; u''i'?-,-. CiVfl.. .co'#;" DESIG~w~/DML DRAWN: □ML .& 04/14/23 RECORD DRAWINGS CITY OF NEWPORT BEACH R-7017-S ~ .e. JEFFREY W. WILKERSON "0FCALI' 10 /29 /21 1--------, 0 "' L_ _____________________________________________ _j_R_.c_.E_._6_34_6_6 __________ D_A_TE_L_ _______ _j_c_HE_c~1~i~=u~M~R~HLD_A_TE_:1~0~/2~9~/2~1L_N_□._j_ __ □A_T_E_.,L_D_Es_c_RIP_TI_□_N_□_F_R_E_V1s_1□_N_s __________ ..L,_AP_P_R_□v_E_□Lo_A_TE_=~~~~~~~~~~~~~~..L,_ ____ P_U_B_L_1_c_w_o_R_K_S_D_E_P_A_R_T_M_E_N_T ___ __,__s_HE_E_T_1_2_o_F_3_5~!~ L J L J- 7- -• CONSTRUCTION NOTES CD COLD MILL EXISTING PAVEMENT TO A 2.5" DEPTI-1. G_) CONSTRUCT 1.5" THICK ARHM OVER 1" TI-IICK MIN. AC LEVELING COURSE. ® CONSTRUCT 1.5' THICK ARHM OVER 2' THICK MIN. AC LEVELING COURSE. ® CONSTRUCT 1.5' THICK ARHM OVER AC UEVELING COURSE WITH VARIABLE THICKNESS (2" TO 1 "J PER DETAIL 1 ON SHEET 15. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT FULL DEPTI-1 AC PAVEMENT REPAIR. DEPTH UNCLUDING SURFACE COURSE) = 12". @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT WAUSAU TILE TRUNCATED DOMES. SIZE AND PATTIERN PER CNB STD. DWG. NO. 181. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT CURB AND GUTTER !T'l'PE A, 8" CFJ PER CNB STD. DWG. NO. 182 AND DETAIL 3 ON SHEET 15. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT SIDEWALK PER CNB STD. DWG. NO. 180. @ CONSTRUCT PAVEMENT TRANSITION PER DETAIL 7 ON SHEET 15. @ PATCH DAMAGED CONCRETE CURB WITH ARDEX CP OR APPROVED EQUAL. ® ROOT PRUNE EXISTING TREE(Sl ADJACENT TO CONCRETE REPAIR AND INSTALL "CENTURY" ROOT BARRIER CP182 OR APPROVED EQUAL. NOTIFY CITY ARBORIST PRIOR TO WORK. t------------+-------------+-----------+------------+-----------·•--" ,,_,_ ■-- @ REMOVE EXISTING IMPROVEMENTS AND RECONSTRUCT RAMP LANDING AND RETAINING CURB TO MATCH EXISTING. I ]- DISPOSITION NOTES [fl PROTECT IN PLACE (ITEM PER PLANl. IT] REMOVE EXISTING AND INSTALL NEW CNB WATER VALVE BOX AND COVER TO GRADE PER CNB STD. DWG. NO. 513. @J ADJUST EXISTING CNB SEWER MANHOLE RING, FRAME, AND COVER TO GRADE PER CNB STD. DWG. NO. 400. [TI ADJUST EXISTING CNB WATER MANHOLE RING, FRAME, AND COVER TO GRADE PER CNB STD. DWG. NO. 400. @J REMOVE EXISTING AND INSTALL NEW CNB SURVEY MONUMENT FRAME AND COVER TO GRADE PER CNB STD. DWG. NO. 116. [[j REMOVE EXISTING AND INSTALL NEW OCWD RECLAIMED WATER VALVE BOX TO GRADE PER CNB STD 513. LID COVER SHALL BE MARKED "RECYCLED WATER". LID COVER ORIENTATION PER PLAN. [j] REMOVE EXISTING AND INSTALL NEW CNB SEWER CLEANOUT BOX AND COVER TO GRADE PER CNB STD. DWG. NO. 513. MARK LID "SEWER". [j] REMOVE EXISTING AND INSTALL NEW CNB CATHODIC PROTECTION TEST STATION ICPTSl BOX AND COVER TO GRADE PER CNB STD. DWG. NO. 513. LABEL SHALL MATCH EXISTING OR AS OTHERWISE APPROVED BY ENGINEER. t------------+-------------+-----------+------------+-----------+--------------+---------------1-----------+------------+----------+-----------< SCALE: D]j ADJUST LEVEL 3 TEUECOM MANHOLE RING, FRAME, AND COVER TO GRADE. ' \ 8 r--: r--+ <D co RECORD DRAWINGS These Record Drawings h11w been prepa~ based on the best <M17able infor,m1tion. \ltiile this information Is bel1eved to be reliable, City of Newport Beoch ls not responsble fer 1ts occuracy. nor the errors or emissions which may or moy not hove been Incorporated into these ~ons. HORIZ: 1''=40' VERT: 1"=8' EASTBLUFF ROAD UTILITY COMPANY NOTES ® PROTECT IN PLACE (ITEM PER PLAN). PAVEMENT LEGEND ,-------7 I I L _______ _J l~I l~I :Iii .I FULL DEPTI-1 AC PAVEMENT SECTION COLD MILL AND OVERLAY PAVEMENT SECTION !MATCH EXISTING) COLD MILL AND OVERLAY PAVEMENT SECTION 11" RAISE AND TRANSITIONS) CONCRETE SIDEWALK REPAIR GRAPHIC SCALE 40 0 40 SCALE: 1" = 40' 120 I C-7885-2 "' • " ~ ~ I g 0 z "' 0 ~ ffi ,. "' . ~ -" z "' o I "• "' . I!! -,; </ 3' g' C "j: "' ~ ~~ <o --' 0 u "' "' N "' 0 D <O z N < c!; Z N 0 ....- F -~ <~ !:: g =!/ ~---c-~~~-----------~-------~--------~-~---~-----------------~---~RE-~-EW_E_D_:-----~-----------------------------1~~ St antec ~i0rEss1~ STREET PLAN ~? _J,{r,Sl~'l,\-Wil,t ~ N~C,r. .. ,...,-kA JAMBOREE ROAD PAVEMENT REHABILITATION - f ~; 11 ~no~/ l)i -.,.v-~ AND RECLAIMED WATER CONVERSION ~: 38 lECHNQ0GY DRIVE, SlE 200 IR\INE, CA 92618 UNDER TI-IE SUPERVISION OF: JEFFREY W. WILKERSON R.C.E. 63466 (949) 923-6000 lEL (949) 923-6121 FAX 10/29/21 DATE (t •-\, No _v63466 * PATRICIA CARPENTER RCE 89793 STA. 86 +00 TO FORD ROAD ~o ~ \) ~ ASSOCIATE Cl~L ENGINEER 1---------------------~--------, "'c!; u'"i'~ CIV\\.. o'#;" DESIG~w~/DML DRAWN: DML .& 04/14/23 RECORD DRAWINGS CITY OF NEWPORT BEACH R-7017-S l:l r:i f°OFCAL"W 10/29/21 t--------< 15~ CHECKJJti/MRH DATE: 10;29;21 NO. DATE DESCRIPTION OF RE~SIONS APPROVED DATE:_______ PUBLIC WORKS DEPARTMENT SHEET 13 OF 35 i :;-~---------------------------------------------~------------------+-----------+----+-~--~~~-+-----+------------------+------+------------+---------------------+------~, o L J L J- (/) 0 u:: --· "" ti) n u · 0 --+ "' ... ·en ., ,·< ~ _00 -0 -.. "'-·r-c T -.rq LO· ... ""-01 ------ ~ ,t N "' -,<o-f> 1257-_-:, ~ L--1':)_ 1\.% \ :::)( W'lc.¥ E6 ·en " . .. ,,., 0 ··w:.. -. --' . -(/) ,n N <:S . el, N ,;,A4"-ert-EXl3T. -r-s--rttVAi'lelN~ • "' • "' --THROUGH-N+ERS~CllQ" ' ---(/) sf • -- 0 -"'" u 0 ,,., S{ ·l±a ·o, 5-:,'1·' t:i:f _ti.) I-~ ,...,_ -:le_ -l . 0 "' 0 -co "'--.... u.. 0 r::-. --v, --l"N "' -5-59% -,o< s • C"l Q .,. ,.-. "' "' --ti) ci_ -,., "' --"' -,B.'o1_,01 .,.; ~5.'.J ~'!,) . ---= -:· -0 u --~ --(l'o 0 --"' .... o,· --lh. ' 125 I ;:; u.. .,. ---l§.:> N u.. .... :::)( w 'le.¥ MEGI-AN FS g_ ---ttf "' ----:.a ·-r---'!," .... oC:. ,.,._ co _&.\'-, .,._ co . -"' ---"' ------.:::::.\5.<off/,, "' "' 0 1.f!l T .,; -T O" -·-m TRAN£I+I0" C) --co --i . "' _.....::::.(1:,:2.\'/o 0 . (/) <,J,'o% -..-~ -:;:· -0 -ti) ---. 0 u:: "' .@ --,. 0 r---0 --0-BB'f.,1 \ C) 0 . a.. u -• -,· ro --,, . \ :::)( ''' II \.,/ ,n N_ <sf,~,'1, 1£ 0 ■'■ I ... 00 u "" u.. :g. -H L...1 u.. VJ r--~ -0 -"" U -• ci. -11," 0 -~-N ·l:.L------.::n· -<" "' N eo·' -r-< _-,· . -.... o,· 0 "' -lo-0 --"l----e .g_+---o · i"i:i:_ at' +· "' • "' -.. . ~-~ --.:t=--ai-0 ,. --"!!') --~ o,o,'/o \ .... -~ ---; --. -co -,. -_Q -~ "' --,R,-,<oO"I' 0 "' -\ u -6-:\-'i,'!/o' . . 0 Cf 0 PR. v'"lc. \I ME9''," co ·-~ l' • " 125]--c co <--a ----- -6 ,. y 7 . ' • ., , I .._, co u.. 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E'lc.¥ E6 ... ~~ "t..e .ir:11~ ·u:: C) ,.,, 0 0 0 --<O ' o" -_,_ -'" 0 -Of --O> ,.,, c.· -o · ·co lo -(\l"I• >~ 0 -.. -r---~ --0 ~ t0 ~ .. .. . O> o;i -,,_, = u.. ,-, r----: i's el -,o:~lii-0 . 0 l/} ala ~ r------"' -"' _N ·l±a .,.,--,o,?J"/o 0 ~-.... "' -r--(/) + "' o · .,.,, ·,-..: ~-·t::: / ---' .... ... r, --u.. 0,. -q -✓. -(6.aA..~,o ------$" ~--F2 ci. co "--~-"' , 0 -\6 ,1"/.s (/) ·r-c c~ :,; • ,, --=c"-'j.::J.o.,, "' ·oi ,. -_. '!/,',. • 00 --0.£10, " -~ "' -·\-'/! ,. "' ._, " -E-X-:-E 1:-Y-MEBI-A-N-FS 0 -c"(;f;J/o . \ 'C \ 0 "' Cf .<Xi -" • 0 . u.. 'F ·oo -\ i'R. W'l:-Y-MEGI-A~ ~FS CO. ~ --0 -"£:'" ----·--g --~----~\"!,, ci" -. "t..o,o:>,r,, +: . {/.J LA· 0 (/) -·~ .C---· -u.. ala "' -~ cr .. o" co -----ci· .. -ci" Q ----o:':l-,,.,,, 00 ,e.i 65 , 0 "' + ti) N -,, . I- '"' <Xi -0 -~ -;:; -o·?..'b'/o' 0 "' ·-S 6\tr•• ---,·,· ·o -8-l/} + l , 8-(/) + 1 . --tc ·a, 0 . .. !:'1 "" r---0 -"' -,. 0 ci" "c:;i i5-BB%' ci" ·o -'!," ' ci" "' --_o_ (/) ± --Q'/; 0 ' :::X-:-E·l V-EG e -·o • "" \o-<O 0 -0 ,I, -ci -~ <O --6'.'l'i,; ,,., -e'lo' --l . ti) ~ -: -'"·" -0 O> ;..; -- / -0 -11," -\IJ/to ,,., \'i,.\:i·,. ,,,_ \o. -(/) :,: "' -- 0 ·cc: "'- ·o, -0 -'° --_. ~ '" -.• 00 --,o-'g 0 ·u:. 00 <O --o _ 00 ---'" i'o (/) . co -0 u:: ,,., -0 oo· ·::,:;: -7-65 -.• 00 --·-6 ' '5 , ____ u.. 0 -. .. ~ co -0 ' _ -.6.ncf!o, 0 r.· 'F _,,; -0 . !f1 • -00. _t: _. 0 "'. -~ -t..(,. ':/, ci. "" + ,.,; .... . "' ,I, ,,., r-.. -<O ,:-6 ?..Ar'", .. 1 ---~' -~ /-B ':f. /al 65 I- GRAPHIC SCALE SCALE: 40 0 40 120 HORIZ: 1"=40' I VERT: 1"=8' SCALE: 1 " = 40' 87+00 88+00 89+00 90+00 91+00 92+00 93+00 94+00 95+00 C-7885-2 () REVIEWED: STREET PROFILE St ant ec ~1>-0f"ESS1~ ~~c~ JAMBOREE ROAD PAVEMENT REHABILITATION -£.rS>,,q_ 'IJ.· Wil,t ~ 38 lECHNQ0GY DRIVE, SlE 200 (949) 923-6000 lEL ,!;'~-'1>✓ AND RECLAIMED WATER CONVERSION ~ l l 1/ ~no u' RECORD DRAWINGS IR\INE, CA 92618 (949) 923-6121 FAX a ift, No . v63466 * PA1RICIA CARPENTER RCE 89793 STA. 86+00 TO FORD ROAD UNDER TI-IE SUPERVISION OF: ASSOCIATE CIVIL ENGINEER These Record Drawings hove been prep<J~ based 111'1 the best avu1711ble infllrmotion. \ltiile u',,_ ~ DESIGNED·//! DRAWN: .& R-7017-S this infonncitlon Is bel1eved to be rellllble, City of Newport Beoch ls not responsble fer 1ts occurocy. nor the 10/29/21 -</ l', CIV\\.-0~ 04/14/23 RECORD DRA~NGS CITY OF NEWPORT BEACH errors or emissions which may or moy not hove been Incorporated into these ~ons. JEFFREY W. WILKERSON lo 0FCAL°fi JWW □ML □ML 10/29/21 CHECKED:1 /I DATE: DATE: R.C.E. 63466 DATE NO. DATE DESCRIPTION OF REVISIONS APPROVED PUBLIC WORKS DEPARTMENT SHEET 14 OF 35 JWW MRH 10/29/21 PROP. FINISH SURFACE (RAISE PER PLAN) EXIST. FINISH SURFACE UNIFORM THICKNESS "' w a_ ~ AC LEVELING COURSE WIDTH PER PLAN VARIABLE THICKNESS (1" MIN.) AC LEVELING COURSE UNIFORM 2.5" COLD MILL AND 1.5" ARHM SURFACE COURSE "' w a_ a_ «-f-...J • 0Cl'.) z .... w ,,., CONSTRUCT 4" THICK STAMPED CONCRETE OVER CMB (95% RELATIVE COMPACTION). EXTEND CMB TO SUBGRADE OF EXISTING SAFETY STRIP (4" MIN) REMOVE AND RECONSTRUCT NEW MEDIAN CURB OVER CMB (95% RELATIVE COMPACTION>. EXTEND CMB TO SUBGRADE OF EXISTING CURB (6" MIN) PAVEMENT REPAIR PER DETAIL 3 HEREON SEE NOTE 11 ON SHEET 2. 1' WIDE 3/8" LIP (FLUSH AT CURB RAMPS) NEW CONCRETE IMPROVEMENT OVER EXISTIGN COMPACTED BASE MA TERI AL OR SUBGRADE. (SEE NOTE 3) ____ __, ____ _ MEDIAN GRADING AND CLASS A TOPSOIL PER DETAIL 5 HEREON. IRRIGATION IMPROVEMENTS PER IRRIGATION PLANS. REMOVE EXISTING STAMPED CONCRETE SAFETY STRIP NOTES 1. COLOR OF STAMPED CONCRETE SHALL BE TIERRA COTTA TO MATCH EXISTING. PATTERN AND GROOVE DEPTH SHALL MATCH EXISTING. 2. PRO~DE WEAKENED PLANE JOINTS (1" SAWED, QUICK-JOINT OR EQUAU AT 8' O.C. u.. u 2' UNLESS OTHERWISE SHOWN TYPE A f-:::, u 3" w .., z <fl ::J NOTES EXCAVATE TO LEVEL BOTTOM OF NEW CONCRETE IMPROVEMENT, COMPACT EXISTING BASE OR SUBGRADE (95% RELATIVE COMPACTION>, AND REPLACE WITH FULL DEPTH ASPHALT CONCRETE. >-:::, ~ w .., z <fl ::J 2' UNLESS OTHERWISE SHOWN u._ u._ u"' u • 0. Cl'.) 0 ACP 1 -~~~ MEDIAN CURB TYPE B REMOVE AND RECONSTRUCT NEW MEDIAN CURB OVER CMB (95% RELATIVE COMPACTION). EXTEND CMB TO SUBGRADE OF EXISTING CURB (6" MIN) EXCAVATE TO 1" BELOW BOTTOM OF EXISTING AC PAVEMENT SECTION, COMPACT EXISTING BASE OR SUBGRADE (95% RELATIVE COMPACTION), AND REPLACE WITH FULL DEPTH AC PAVEMENT. EDGE TAPER DETAIL STAMPED CONCRETE SAFETY STRIP DETAIL 1. EXISTING BASE MATERIAL ENCOUNTERED AT THE BOTTOM OF THE NEW CONCRETE IMPROVEMENT OR ASPHALT PAVEMENT SHALL BE LEFT IN PLACE AND RECOMPACTED (95% RELATIVE COMPACTION> PRIOR TO CONSTRUCTION OF NEW IMPROVEMENTS. SCALE: NTS 1 CONSTRUCT NEW VARIABLE THICKNESS (3" MINJ STAMPED CONCRETE OVER 1" SAND OVER EXISTING STAMPED CONCRETE. REMOVE AND RECONSTRUCT NEW MEDIAN CURB OVER CMB (95% REL. 2% MAINTAIN EXISTING CROWN LINES. COMPACTION). EXTEND CMB TO SUBGRADE OF EXISTING CURB (6" MIN) tilN PAVEMENT REPAIR PER DETAIL 3 HEREON NOTES 1. COLOR OF STAMPED CONCRETE SHALL BE TERRA COTTA TO MATCH EXISTING. PATTERN AND GROOVE DEPTH SHALL MATCH EXISTING. 2. ADJUST UTILITIES TO GRADE PRIOR TO CONSTRUCTING STAMPED CONCRETE. REMOVE AND REPAIR EXISTING STAMPED CONCRETE AS REQUIRED. 3. PROVIDE WEAKENED PLANE JOINT (1" SAWED, QUICK-JOINT OR EQUAU AT 8' o.c. 4. PROVIDE 3/8" EXPANSION JOINT WHEN JOINING SAFETY STRIPS OR EXISTING MEDIAN PAVEMENT. STAMPED CONCRETE OVERLAY DETAIL SCALE: NTS WIDTH VARIES PER PLAN z 0 REMOVE AND RECONSTRUCT MEDIAN CURB AND CONSTRUCT STAMPED CONCRETE SAFETY STRIP PER DETAIL 2 HEREON (BOTH SIDES) Ew <fl z z -.., ...J EXIST. FINISH SURFACE PROP. FINISH SURFACE (MATCH EXIST.) UNIFORM THICKNESS AC LEVELING COURSE "' z f-3" oo z "' w u VARIABLIE THICKNESS (1" MIN.) AC LEVELING COURSE PROP. FINISH SURFACE (RAISE PER PLAN) UNIFORM THICKNESS AC LEVELING COURSE UNIFORM 2.5" COLD MILL AND 1.5" ARHM SURFACE COURSE INTERSECTION PAVEMENT TRANSITION DETAIL 6 SCALE: NTS SCALE: NTS REFER TO NOTES ON RIGHT GRADE NEW TO LOW POINT IN MIDDLE OF MEDIAN. 1 " tTYP) 5% MIN• 10% MAX 5% MIN• 10% MAX 2% - 2. CONSTRUCT TOP LIFT(S) CONCURRENTIL Y WITH ADJACENT SURFACE AND LEVELING COURSES. 3. PRO~DE NEW CMB (95% RELATIVE COMPACTION) UNDER MEDIAN CURB AND GUTTER. EXTEND CMB TO SUBGRADE OF EXISTING CURB (6" MIN). ____ P_A_V_E_M_EN_T_R_EP_A_IR_D_E_T_AI_L ____ A3 SCALE: NTS V NOTES 1. INSTALL HYDROSEED PER STREET IMPROVEMENT PLANS. REFER TO PLANTING PLANS AND DETAILS FOR ALL OTHER NEW LANDSCAPING IMPROVEMENTS. 2. REFER TO LANDSCAPE PLANTING NOTES ON THIS SHEET. 3. IRRIGATION SYSTEM IMPROVEMENTS PER IRRIGATION PLANS. 4. INSTALL RECYCLED WATER SIGNS IN MEDIAN PER SIGNING AND STRIPING PLAN. 5. PROTECT IN PLACE EXISTING ROOT BARRIERS INSTALLED ADJACENT TO TREES IN EXISTING LANDSCAPED MEDIAN. REPAIR 'iN KIND" ANY ROOT BARRIERS DAMAGED AT NO COST TO THE CITY. 6. FOR NEW LANDSCAPING AREAS WITHIN EXISTING AC PAVEMENT OR MEDIAN HARDSCAPE, REMOVE EXISTING IMPROVEMENTS (INCLUDING NATIVE MATERIAU TO 30" BELOW PROPOSED TOP OF CURB AND REPLACE WITH CLASS A TOPSOIL. LANDSCAPE PLANTING NOTES 1. FERTILIZE THE TURF WITH 21-0-0 PER THE MANUFACTURER'S RECOMMENDED RATE TO ENCOURAGE GOOD GROWTH WHICH WILL ASSURE A GOOD CHEMICAL KILL. 2. FOLLOWING THE FERTILIZATION, WAIT FOR TWO WEEKS AND THEN CHEMICALLY KILL THE TURF WITH ROUND-UP HERBICIDE <OR EQUAU, APPLIED PER THE MANUFACTURER'S RECOMMENDATIONS 3. WAIT AN ADDITIONAL TWO WEEKS AND THEN CHEMICALLY KILL THE TURF AGAIN WITH ROUND-UP HERBICIDE (OR EQUAU, APPLIED PER THE MANUFACTURER'S RECOMMENDATIONS. 4. ONCE THE TURF HAS COMPLETELY DIED AS ACCEPTABLE TO THE CITY'S MUNICIPAL OPERATIONS DIVISION, MOW ALL TURF TO THE GROUND AND REMOVE ALL CLIPPINGS. 5. ADD CLASS A TOPSOIL AS AVAILABLE AT AGUINAGA FERTILIZER COMPANY, INC. (OR EQUAU TO BRING THE GRADE UP TO WITHIN THREE INCHES (3") OF THE TOP OF THE CONCRETE SAFETY STRIPS. REMOVE SOIL CLUMPS GREATER THAN 2 ". GRADE SOIL BY FEATHERING THE "FILL SOIL" DOWN TO THE EXISTING GRADE AS IT NEARS THE MIDDLE OF THE MEDIAN, ASSURING THAT NO SOIL IS DEPOSITED AROUND THE TREE TRUNKS. 6. PRO~DE AGRONOMIC SOIL TO LAB FOR ANALYSIS AND AMEND SOIL PER LAB'S RECOMMENDATIONS AND CITY'S MUNICIPAL OPERATIONS DIVISION APPROVAL. TYPICAL RECOMMENDATIONS INCLUDE SPREADING A TWO-INCH (21 LAYER OF GPS1 SOIL AMENDMENT AS AVAILABLE AT AGUINAGA FERTILIZER COMPANY, INC. (OR EQUAU AND TILLING INTO THE TOP SIX INCHES (6'1 OF' FINISH GRADE. MEDIAN GRADING AND LANDSCAPING DETAIL 7. FINAL GRADES WITHIN THE MEDIAN SHALL BE ONE INCH (1 ") BELOW THE TOP OF THE NEW CONCRETE SAFETY STRIPS. FINISH GRADE SHALL DRAIN TOWARDS THE MIDDLE OF THE MEDIAN SO THAT THE GRADE AROUND THE TREE TRUNKS IS NOT DISTURBED BUT IS PROTECTED IN PLACE. PROP. FINISH SURFACE (MATCH EXIST. OR RAISE PER PLAN) UNIFORM THICKNESS ~ e= 1ii z ., ~ z [;'i CD AC LEVELING COURSE SCALE: NTS TRANSITION LENGTH PER PLAN EXIST. FINISH SURFACE VARIABLE THICKNESS (1" MIN.) AC LEVELING COURSE UNIFORM 2.5" COLD MILL AND 1.5" ARHM SURFACE COURSE z 0 e= 1ii z .., ~ 0 z w PROP. FINISH SURFACE (RAISE PER PLAN) UNI FORM THICKNESS AC LIEVELING COURSE LONGITUDINAL PAVEMENT TRANSITION DETAIL 7 SCALE: NTS 8. UPON ACCEPTANCE OF THE FINAL GRADES BY THE CITY'S MUNICIPAL OPERATIONS Dl~SION, PROVIDE PLANTING PER PLANTING PLANS IN MEDIAN BETWEEN BACK BAY DRIVE AND ISLAND LAGOON DRIVE AND IN MEDIAN BETWEEN SANTA BARBARA DRIVE AND SAN JOAQUIN HILLS ROAD. 9. HYDROSEED ALL OTHER PLANTING AREAS SHOWN WITH ''TRIPLE CROWN DWARF" FROM STOVER (OR APPROVED EQUAU. INSTALL PER SPECIFICATIONS. ALL MATERIALS AVAILABLE AT STOVER SEED COMPANY, LOS ANGELES, (800) 621-0315. ALLOW THE BINDER TO COMPLETELY DRY BEFORE IRRIGATING TO ALLOW IT TO SET. 10. THE CONTRACTOR SHALL PROVIDE MAINTENANCE OF PLANTING AND THE IRRIGATION SYSTEM PER SECTION 801-6 ''MAINTENANCE AND PLANT ESTABLISHMENT" OF THE SPECIFICATIONS. THE PERIOD SHALL BE NINETY (90) DAYS FROM THE DATE OF FINAL ACCEPTANCE OF WORK BY THE CITY INSPECTOR WHO SHALL SET THE START DATE. THE CITY INSPECTOR MAY EXTEND THE DATE OF COMPLETION UNTIL MAINTENANCE OF THE AREAS IS TO THE INSPECTOR'S SATISFACTION. LEGEND VZ(7J] ARHM SURFACE COURSE ~ AC LEVELING COURSE I • . ' R$&S<j FULL DEPTH AC PAVEMENT CONCRETE IMPROVEMENT CRUSHED MISCELLANEOUS BASE (CMBl "' • "" >-' 0 "' 2 I g 0 z "' 0 ~ ffi ,. "' . ~ -" z "' o I "• "' . I!! -,; </ 3' g' C "j: "' ~ ~~ <o -' 0 u "' "' N "' 0 0 "' z N < c!; Z N 0 ....- F -~ C-7885-2 ~ 1l ,-----------:=~-----------,---------,------------,----,-------,-------------------,---TCC::--:-:::=::----------,---------------------------____j~/ () RE~EWED: DETAILS !ll ~ RECORD DRAWINGS These Record Drawings hove been prepa~ based on the best <M17able infor,m1tion. \ltiile this information Is bel1eved to be reliable, City of Newport Beach ls not responsble fer 1ts accuracy. nor the errors or emissions which may or moy not hove been Incorporated into these ~ans. St ant ec !? ~~C,~ JAMBOREE ROAD PAVEMENT REHABILITATION ~"' 38 lECHNQ0GY DRIVE, SlE 200 IR\INE, CA 92618 UNDER THE SUPERVISION OF: (949) 923-6000 lEL (949) 923-6121 FAX fl", 04/14/23 RECORD DRAWINGS PATRICIA CARPENTER RCE 89793 ASSOCIATE Cl~L ENGINEER AND RECLAIMED WATER CONVERSION ~~ c N < "' 0 .• 1---------------------,-----------~«c!; JEFFREY W. WILKERSON 10/29/21 REVISED DETAIL 5 AND LANDSCAPE PLANTING NOTES CITY OF NEWPORT BEACH R-7017-S l:l r:l DESIGNED: DRAWN: & 04/15/22 JWW DML DML RC E 63466 DATE DATE 10 /29 /21 1----------4 15 ~ • • • DESCRIPTION OF RE~SIONS APPROVED =--~~---PUBLIC WORKS DEPARTMENT SHEET 15 OF 35 m , ~-----------------------------------------------'------------------'----------'----'='-""'=-----'-"'-=-J...::.C.L-_.l..._ ___ _j_ _________________ .l_ __ __L ________ _j_ ___________________ _j_ __ _.:_.::__.:::_::_J~c!; CHECKED: DATE: NO. DATE JWW MRH 10 29 21 " ~ C MANHOLE FRAME FILL GAP WITH CONCRETE MORTAR AS REQUIRED CONCRETE GRADE RING SEE DETAIL "A" ~ ___ ~ NOTES: ( \ I I I I" WIDE PVC WELD STRIP Li DETAIL "A" PVC LINER ---------.._ NEW MANHOLE PVC LINER DETAIL MANHOLE COVER AM ERON AMER-PLATE, PVC MANHOLE TOPPER < MANHOLE COVER MANHOLE FRAME 1. MAKE FINAL ADJUSTMENTS ATTHE MORTAR JOINT BETWEEN THE FIRST AND SECOND GRADE RINGS. SETFLUSH WITH PAVEMENT TO ONE-EIGHTH INCH HIGH. 2 ADD OR REMOVE GRADE RINGS, REPAIR PVC OR SPRAYED ON LINER, AND TEST LINER FOR PINHOLES AND "PROBE TEST" FOR WEAK WELDS AS APPROVED BYTHE ENGINEER. ADJUST HEIGHT AT MANHOLE RISER SECTIONS IF THE TOTAL HEIGHT OF GRADE RINGS WOULD EXCEED 24 INCHES. 3 BACKFILL FLUSH WITH SURFACE OR BELOW PAVEMENT SURFACE AS REQUIRED GOVERNING AGENCY WITH 3250 PSI (CLASS B) QUICK SETTING CONCRETE FOR COLLAR. EXPOSED CONCRETE SHALL BE BLACK IN COLOR. 4. FIL_ AREA ABOVE BELOW-GRADE COLLAR WITH AC WEARING SURFACE TO MATCH ADJACENT AC. 5. WHERE ODOR CONDITIONS EXIST OR WHERE DESIGNATED. SEAL MANHOLE RIM AND HOLES WITH DUCT-SEAL MASTIC. RE-SEAL IF EXISTING MANHOLE COVER WAS SEALED. ALTERNATE: CONCRETE COLLAR TO \ " GRADE (BLACK MIX) \11 I 12" MIN I #4 (ql 6" HORIZONTAL #4@ 12" VERTICAL MORTAR JOINTS, TYP NEW OR EXISTING CONE PVC WELD STRIP FOR GRADE RING AND CONE FOR PVC LINER REPAIR (TYP.) NOTES: MANHOLE FRAME AND COVER PER S-053 OR S-054 3" HOT MIX ASPHALT --------· ----------------------------· I CROSS SECTION ------------------------- 12" MIN 24" MAX #4 @ 6" CIRCULAR #4@ 12" RADIAL CONCRETE COLLAR 1. NEATLY REMOVE PAVEMENT AND AGGREGATE BASE AS NECESSARY TO MAKE ADJUSTMENT. 2. MAKE FINAL ADJUSTMENTS AT THE MORTAR JOINT BElWEEN THE FIRST AND SECOND GRADE RINGS. SET FLUSH WITH PAVEMENT TO 1/8" HIGH. 3. AT EXISTING MANHOLES, ADD OR REMOVE GRADE RINGS, REPAIR PVC OR SPRAYED LINER. AND TEST LINER FOR PINHOLES AS APPROVED BY THE ENGINEER. ADJUST HEIGHT AT MANHOLE RISER SECTIONS IF THE TOTAL HEIGHT OF GRADE RINGS WOULD EXCEED 24". 4. BACKFILL FLUSH WITH SURFACE OR BELOW PAVEMENT SURFACE AS REQUIRED BY GOVERNING AGENCY WITH 3250 PSI (CLASS B) QUICK-SETTING CONCRETE TO FORM COLLAR. EXPOSED CONCRETE SHALL BE BLACK IN COLOR. 5. FILL AREA ABOVE BELOW-GRADE COLLAR WITH AC WEARING SURFACE TO MATCH ADJACENT AC. 6. WHERE ODOR CONDITIONS EXIST OR WHERE DESIGNATED, SEAL MANHOLE RIM AND HOLES WITH DUCT-SEAL MASTIC. RE-SEAL IF EXISTING MANHOLE COVER WAS SEALED. MANHOLE FRAME MANHOLE COVER SAWCUT EXIST CONCRETE 1.5" ,,,.----BEAO OF SIKAFLEX I A /-------''-----+-___j ~ SIKA-449/203 PRIMER ILL GAP WITH CONCRETE MORTAR AS REQUIRED CONCRETE GRADE RING REPAIR CONCRETE AS REQUIRED <l SEE DETAIL "A" ~---~ ( \ I I I ' DETAIL "A" AM ERON AMER-PLATE. PVC MANHOLE TOPPER NON PVC-LINED OR CORRODED CONCRETE GRADE RINGS MANHOLE COVER MANHOLE FRAME \ J _______ j_ ______ _ IMPROPERLY TERMINATED PVC LINER AT TOP OF MANHOLE EXISTING PVC LINER CLEAN EXISTING PVC LINER WITH 409 AND BUFF SURFACE, WELD NEW PVC MANHOLE TOPPER ONTO EXISTING PVC LINER WITH 1" PVC WELD STRIP TRIM EXISTING PVC LINER TO SOUND CONCRETE ~ EXISTING MANHOLE PVC LINER DETAIL a ~ { NOTES: " ~ C 1. AT EXISTING MANHOLES, ADD OR REMOVE GRADE RINGS, REPAIR PVC OR SPRAYED ON LINER, AND TEST LINER FOR PINHOLES AND "PROBE TEST" FOR WEAK WELDS AS APPROVED BY THE ENGINEER. ADJUST HEIGHT AT MANHOLE RISER SECTIONS IF THE TOTAL HEIGHT OF GRADE RINGS WOULD EXCEED 24 INCHES. 2 WHERE ODOR CONDITIONS EXIST OR WHERE DESIGNATED, SEAL MANHOLE RIM AND HOLES WITH DUCT-SEAL MASTIC. RE-SEAL IF EXISTING MANHOLE COVER WAS SEALED. ~. ~ ~; I--T"""--..--,-------------------------------1 ~ ~ 1--+---+---JORANGE COUNTY SANITATION DISTRICT :,-; "3 ORANG!;,,GQUNTY/. CALIFORNIA PVC LINER INSTALLATION EXISTING MANHOLE ADJUST TO GRADE NO SCALE ~ r= ,.:_cl ; ~ ""1-::i:::::::i:::::::r"'oa""A""NG"'e""c"'ou"'N"'TY""s"'AN""1T""AT""1o""N""D""1sT""R"'1c"'T -------------,------1 _,, NO SCALE ~; ~=t::::::;===:t:::::::::::j ~~".:"~;'".'.· CALIFO ~NIA: MANHOLE ADJUSTMENT TO STANDARD DWG oC. ~ ~;1---.---"'T'"--.------------------,----------------------1 1'; 1--+---+---JORANGE COUNTY SANITATION DISTRICT 3 ; APP~O~'~D:~~N / CALIFORNIA NO SCALE .5 j_ APP~~OVED~ i / ,4' , :;'i 1 EDAC 02/2.2/2G17 • .-,,-1/ / ) j ,·9 w --t ,l--··><-1&~.&, 20 / {{ ~ j NO. APPROVED DATE Drn6oiiFEiTuiNE -[ti~ DATE STANDARD DWG. S-050A s'-~ 1 EDAC 02'22/2017 ~· / 1/ / GRADE V ,.,-;,-/4.Y',,.,.--£, 20;/,; ~3 NO. APPROVED DATE UIRliWRfENiiNE -[!,Ir • 'DATE NOTE: OCSD 'MLL PROVIDE NEW MANHOLE FRAMES AND COVERS TO INSTALL FOR EACH ADJUSTMENT, S-055 ,;' .'t 1 EDAC 02/2.2/2Gl7 / ~ •• / 1/ / ' 1 '°9 w --t /---··>.,;~i . 0/20/h{ ~ j NO. APPROVED DATE PVC LINER REPAIR EXISTING MANHOLE STANDARD DWG. S-055A OCSD MANHOLE ADJUSTMENT STANDARD DRAWINGS 1 SAWCUT AND REMOVE EXISTING AND CONSTRUCT CATCH BASIN TOP SLAB, MANHOLE FRAME AND COVER, FACE PLATE ASSEMBLY, PORTION OF SIDE WALLS, AND REINFORCEMENT PER CNB STD. DWG, NOS. 300, 305, AND 306 AS MODIFIED BY THIS DETAIL. REFER TO CNB STD DWG, NO. 300 FOR ADDITIONAL TOP SLAB REINFORCEMENT TC AND FL ELEVATIONS PER PLAN VIEW DETAIL 2-1/4 LOCAL DEPRESSION PER CNB STD. DWG 306. MODIFY GRADE AS SHOWN. 3/8" LIP ,----/14@12" OR 1 #4@12" • I _ -#4 -=--=-T __ ~tll'Y~~:::2'.:::%:...L-f--2_%----;~ SAWCUT I \. u....-1:.1.II_______ I , #4 "\_ PROTECT EXIST. 114---fl IV PROTECT \~U------' PAVEMENT REPAIR IN B I EXIST, u \ I PER DETAIL 3 ON ACK AND SIDE WALLS I "~ SHEET 15. (BEND UP) I U 1 #4 2% I Ii ~I 1, PROTECT TYP I I I EXIST. /14 SAWCUT 1-1 /2" DEEP ON INSIDE AND REMOVE CONCRETE MATCH EXISTING 2' ± 3'-9" SECTION A SCALE: NTS CATCH BASIN ADJUSTMENT DETAIL SCALE: NTS SEE SHEET 11 8" C&G_/ 2' N ~ N 0, ci N - SCALE: NTS MATCH EXISTING 2' ± 7' A I .. r-----------------7 iO I I I I I I , ' .-el)'= N f-- \_ ~ I z -~ _J .. (/) "' L.. "' A <( co f--w 0 ..., N ID j;o,e~c co -ci I to Na,_~ ci 0 N ~ ~ 0 N N ---< u _J .... u 8" CURB FACE PLAN VIEW SCALE: NTS 8" C&G SAWCUT AND REMOVE EXISTING AND CONSTRUCT CATCH BASIN TOP SLAB, FACE PLATE ASSEMBLY, PROTECTION BAR (EYE BOLT DETAIL> PORTION SIDE WALLS, AND REINFORCEMENT PER SPPWC STANDARD PLAN NO, 301-3 AS MODIFIED BY THIS DETAIL. REFER TO SPPWC STD PLAN NO. 301-3 FOR ADDITIONAL TOP SLAB REINFORCEMENT 1/4 ,----#4@12" SAWCUT I I I I PROTECT EXIST, #4_,,,,.rj IN BACK AND SIDE WALLS 1 1 1 (BEND UP) I I SAWCUT 1-1 /2" DEEP ON INSIDE AND REMOVE CONCRETE TC AND FL ELEVATIONS PER PLAN VIEW DETAIL REMOVE AND REINSTALL NEW TRAFFIC RATED AND BICYCLE FRIENDLY GRATE AND FRAME WITH GALVANIZED FINISH, MATCH EXISTING SIZE. 3/8" LIP PAVEMENT REPAIR PER DETAIL 3 ON SHEET 15. Q,5% PVMT GRADE PROVIDE /14 EPOXY COATED DOWELS EMBEDDED A MINIMUM OF 6" INTO EXISTING CONCRETE SECTION B SCALE: NTS GRATE INLET ADJUSTMENT DETAIL SCALE: NTS SEE SHEET 6 2' ~ _J (/) L.. L.. ,.._ ON " "' "' "1 00 ,,.,.,., ~ 0, ..., "1 NOTES: 1. SAWCUT AND REMOVE EXISTING STAMPED CONCRETE AND CONSTRUCT 4" PCC OVER 4" CMB MAINTENANCE RAMP, 2. MAINTENANCE RAMP SHALL BE INTEGRAL COLOR CONCRETE TO MATCH ADJACENT STAMPED CONCRETE. mo NOT STAMP) 5' TRANS, CURB L.. u • 0 5' O" CURB L.. u • 0 5' TRANS, CURB MAINTENANCE CURB RAMP DETAIL 2 o,e f--w ::,; c::, "' >< 0 Q_ "' "" MATCH EXIST, ± 4,5' f--w _J z ... '° ~ 0, + < ... "' ..., _J (/) "" ~ L.. L.. <( "' ... «! f--... "' ,.._ 0 (/) <O ci ci Bu=; "' "' .. I • • • 2' _J (/) ...... ~ _o, ID o, "' ,.._ 00 "' "' "1 ,..: SCALE: NTS _J (/) ... ... coo o---"' "' PROVIDE 6-1/4 EPOXY COATED DOWELS EMBEDDED A MINIMUM OF 6" INTO EXISTING CONCRETE LOCAL DEPRESSION PER CNB STD. DWG 306 (BOTH SIDES! 8" CURB (BOTH SIDES> r f----'--r-- , I L_ ________ ...J • I 12" SAFETY STRIP (BOTH SIDES) B JOIN SAFETY STRIP TO INLET (BOTH SIDES! RESET EXISTING SURVEY MONUMENT PLAN VIEW SCALE: NTS "' • " >-' 0 ... 2 I g 0 z "' 0 ~ ffi ,. "' . ~ -" z "' o I "• "' . I!! -,; </ 3' go C "j: "' ~ ~~ <o -' 0 u "' "' N "' 0 0 "' z N < c!; Z N 0 / F -~ i----~~-----~----~-----,-----,------,--------------,------,.:==----.-----------------=C::_-_:_:78:..::8::..:5:_:-2:_j~J Stantec AIL !? () REVIEWED: DET s !ll ~ RECORD DRAWINGS These Record Drawings hove been prepa~ based on the best <M17able infor,m1tion. \ltiile this information Is bel1eved to be reliable, City of Newport Beach ls not responsble fer 1ts accuracy. nor the 38 lECHNQOGY DRIVE, SlE 200 IR\INE, CA 92618 UNDER THE SUPERVISION OF: (949) 923-6000 lEL (949) 923-6121 FAX ~~C,~ JAMBOREE ROAD PAVEMENT REHABILITATION ~"' AND RECLAIMED WATER CONVERSION ~~ a_ ~ PA1RICIA CARPENTER RCE 89793 o ,;; DESIGNED: DRAWN: ASSOCIATE CIVIL ENGINEER 1----------------------.-----------1 ~ i JEFFREY W, WILKERSON 10/29/21 JWW DML DML .& 04/14/23 RECORD DRA'MNGS CITY OF NEWPORT BEACH R-7017-S l:l r:l ~---------------------------------------------_LR_.c_.E_,_6_34_6_6 ___________ DA_T_E_L _______ _j_c_HE_c~~~Ww~:~M~R~HLD_A_TE_:1~0L2~9L2~1L_N=0·---1._=DA=T~E_..1..::.D=ES~C=Rl=PTI=O=N~O=F~R=E=Vl=Sl=ON=S----------LAP~P~R~OV~E~DLD_A_TE_:=== 1 = 0 ~1= 2 = 9 ~/= 2 = 1====.L ___ __:_P~U:B:L=l~C~W:.:..::O~R~K~S=-=D~E~P~A~R~T~M=E~N~T---__l~-S~H-E;E~T~-1;~6~-o;F:~3~5-~~1 i errors or emissions which may or moy not hove been Incorporated into these ~ans. I ,•. .·, .. .,;)if'•:_:: .: ':,-. '•.,: _, .,., ., ... ,· :·.<>-~<.></ ,. • ----COMM I "" I I I ol I I I I I I (116.27) TC (116.00I FS 3" CF (116.23) TC (115.92) FS 4" CF C ~ tt:: ti) ...J ...J -:::c z -::, a ~ A , I I \ ~ z I ~~~ ~ PROTECT EXISTING TRAFFIC SIGNAL LOOPS IN PLACE ti) !117.72) TC !117.29) FS , JOIN 5" Cl:,.--,s <J' ...,,- M~~ :c?_...ctjMM----00'- 0M~ IB:04 TC COMM- --11-?.54ccf.&-- - 6" CF (118.10I TC --TS----TS-- 5 0 GRAPHIC SCALE 5 SCALE: 1" = 5' JAMBOREE ROAD CHANNELIZATION ISLAND DETAIL 15 SCALE: 1 "=5' SEE SHEET 6 N ~ ,p;') ' 2 CONSTRUCTION NOTES CD COLD MILL EXISTING PAVEMENT TO A 2.5" DEPTIH. G_) CONSTRUCT 1.5" THICK ARHM OVER 1" TIHICK MIN. AC LEVELING COURSE. © REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT CURB !TYPE B, O" CF) PER CNB STD. DWG. NO. 182 AND DETAIL 3 ON SHEET 15. ® CONSTRUCT 1.5" THICK ARHM OVER 2" THICK MIN. AC LEVELING COURSE. ® CONSTRUCT 1.5" THICK ARHM OVER AC LEVELING COURSE WITH VARIABLE THICKNESS !2" TO 1 "l PER DETAIL 1 ON SHEET 15. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT WAUSAU TILE TRUNCATED DOMES. SIZE AND PATTERN PER CNB STD. DWG. NO. 181. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT SIDEWALK PER CNB STD. DWG. NO. 180 . @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT PCC CURB (TYPE B, 6" CF) PER CNB STD. DWG. NO. 182. CURB MAY BE INTEGRAL WITH ADJACENT PAVEMENT. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" THICK STAMPED CONCRETE OVER 4" CMB OVER ENGINEERING FILL !IMPORT IF NECESSARY>. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT CURB RAMP PER CNB STD. DWG. NO. 181 (CASE ''B'i AND DETAIL ON SHEET 19. ® REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT PCC CURB !TYPE B, VARIABLE CF> PER CNB STD. DWG. NO. 182. CURB MAY BE INTEGRAL WITH ADJACENT PAVEMENT. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT PCC CURB !TYPE B, VARIABLE CF) PER CNB STD. DWG. NO. 182 AND DETAIL 3 ON SHEET 15 . DISPOSITION NOTES [El PROTECT IN PLACE (ITEM PER PLAN). [I) REMOVE EXISTING AND INSTALL NEW TRAFFIC SIGNAL PULL BOX TO GRADE. [j] REMOVE AND SALVAGE EXISTING PEDESTRIAN PUSH BUTTON POST, REMOVE AND RECONSTRUCT PEDESTRIAN PUSH BUTTON POST FOUNDATION, REINSTALL PEDESTRIAN PUSH BUTTON POST WITH NEW HARDWARE TO GRADE, AND RECONNECT WIRING. PAVEMENT LEGEND ,-------7 I I L _______ _J I~ ~~ tx J 1 11111111 1 FULL DEPTH AC PAVEMENT SECTION COLD MILL AND OVERLAY PAVEMENT SECTION !MATCH EXISTING) COLD MILL AND OVERLAY PAVEMENT SECTION 11" RAISE AND TRANSITIONS) CONCRETE SIDEWALK REPAIR MEDIAN HARDSCAPE CHANNELIZATION ISLAND DETAIL SCALE: 1 "=5' SEE SHEET 11 RECORD DRAWINGS These Record Drawings hove been prepa~ based on the best <M17able infor,m1tion. \ltiile this information Is bel1eved to be reliable, City of Newport Beach ls not responsble fer 1ts accuracy. nor the errors or emissions which may or moy not hove been Incorporated into these ~ans. "' • <Xl X . w "' r---z +o --, 0 "' <Xl "" 00 ~ ti ~ ~ONSTRUCTION CENTERLINL EX. R/W 7Z 1/ A ·3 -·~ 44.4--#'.--• 1/.9P1/ ~ / /. _8'Q8<zf::w -- L=318.58', R=399.00' 1'1=45"44'52", T =168.33 --- 15 "' "' "' "' p p FREE RIGHT TURN LANE DETAIL SCALE: 1 "=40' SEE SHEET 11 a, "' ,-.: "' JC, OU N ID -- L=239.20', R=417.00' 1'1=32"51'56", T=122.99 73+00.19, 68.00' RT JAMBOREE RD.= 207+66.49, 0.00' SAN JOAQUIN HILLS RD. FREE RIGHT 40 GRAPHIC SCALE 0 40 120 SCALE: 1" = 40' "' • "" >-' 0 "' 2 I g 0 z "' 0 ~ ffi ,. "' . ~ .,, z "' o I "• "' . I!! .,; </ 3' g' C "j: "' ~ ~~ <o -' 0 u "' "' N "' 0 0 "' z N < c!; Z N 0 / F -~ C-7885-2 ~ 1l ,---------::=:------------,-----------,----------,---,------,-------------------,----r=::-=-:=------,-----------------------------~~/ () REVIEWED: DETAILS !ll ~ St ant ec !? ~~C,~ JAMBOREE ROAD PAVEMENT REHABILITATION ~"' 38 lECHNQ0GY DRIVE, SlE 200 IR\INE, CA 92618 UNDER TIHE SUPERVISION OF: (949) 923-6000 lEL (949) 923-6121 FAX PATRICIA CARPENTER RCE 89793 ASSOCIATE CIVIL ENGINEER AND RECLAIMED WATER CONVERSION ~~ C i.O < "' 0 .• 1--------------------,-------------i«c!; JEFFREY w. w1LKERsoN 10;29;21 DESIG~w~ DML DRAWN= DML .& 04/14/23 RECORD DRAWINGS c1Tv oF NEWPORT sEAcH R-1011-s l:l r:i RC E 63466 CHECKED: DATE DATE 1 Q /29 /21 1------------, g?, ~-----------------------------------------------'---·-·_· _____________ DA_T_E-1... _______ ___J _ ___,J~WW:::..L..::.M~R~HL__:1~0L2~9L2~1L_N_O.__j_ __ DA_T_E _ _j_D_ES_C_RI_PTI_O_N_O_F_R_E_V1_s1_0N_s __________ .l..._AP_P_R_ov_E_DL___'==============.l..._ ____ P_U_B_L_1_c_w_o_R_K_S_D_E_P_A_R_T_M_E_N_T ___ _j__s_HE_E_T_1.:..:_7 _o_F_::3~5:..J~g l--------------l-----------+------------l---------+-----------1-------«~-~.w•"-----+------------ll-----------+-----------1-----------+------------11-------L-OC-A-L-D-E-Pl+E-S-SI-ON-P-ER------+-------------1 "' ~ w ~ DETAIL A TO RIGHT 60 l-----+--------+--------+---------1-----------t----'----:--:----:-+---;~-1--------t -j~~. E ~.----1-----------+---------+---+-----=-:::..:.:..cc::_.:_+--':._:.::-=-:..:..: __ --t---t--------j 60 I ~ ::::-:: ::ii::: => ll:J 1u1Il:,'----+-----------l---------+----+-----f-,-',-------t-----f------------j 1---------------1-----------+-----------l---------+---------+----,-~-~f--2 1-~n·' I => => => 'I l.i.J 0::: U) (/10 ------11-----------+---------+----+-----'--"ll'')~----+----+------------t 1--------------1-----------+------------l---------+-----------I------+-~ "'w' ~I i;'; 1 -G:Jl----------1 ~ ~~--------1 i~-~ l--------------1-----------+------------1---------+---------+----+--,=-'-----=-'-----=-' --r :>-w w v, w 3=1 w w w ;;:,,,, a.. ~ <Ca.. u ~ l--------------1-----------+------------1---------+---------+---i:n11 ~t-----T -t-~ -o F-----+-------,,,-----+---------1--c:,-r---+------;"-lb!------+-ei~·r-----11--------------, 1 1 • 'l-' :r: u "'i "" FINISHED SURFACE, >-t;; 1---------------1-----------+-----------l---------+---------+----iQ--I--.:. --.:e ---9 ~-OVER C/L OF PIPE , o &J 1--------------1-----------+------------l---------+-----------I------.-'~---~-~--~ -b-~ ---1--------+;o_= -'? , (4~ LO ~ ~-.=""----+-=:I---+------------< ~ 1 U U U LL U1 ~ ' "-. ir.j LO ~-9---------l_::_.:LO-l----1------------j :::s -, I 0 -() ~ co - 1--------------1------------l--------------l---------+---------+---~,~w-l-=!t:! !t:! ----t !t:! !t:! tr) "1, "'-._ j; ~ ~ l-------------+---------+-----------l---------+-,E=-XcclS-=T1=-NGc-ccG=-Ro=-uccN=-D-,----l---+---=t---=+-=t---'Ft-=t--t------t=+-'--------=tr----'---t-'-----11-------------t '<'-..--71o5i. "'1" "' ' ~ ~ -h "' 1-------< 50 11.5 TO 1 SLOPE) , ,, 1 • I , 50 ' / I I Ii 1---------------1-----------+-----------il------------t---------"' '\,-V "------,-+--f -+-+l--t---------l l-+---------ff-------jl-----+---------t----------j7!----j-+-------j-·l-+-I--I---------+------------, 1------------+---------+-----------11-----------;---------,L -+-'---+--~o-~n -~-+0--0--------t-'-----------,,----~ ,----t--==;::-;;~;;-;;-;=i----------j:_I __ TI ~ l _-:==-H-,i -•1---------+------------, .,.--+-----+------+--------t'Q '---------+----0-=------+---"R""EM,,_,0'--'-V=--E__,,IE"---l -"10,_"___,_P___,_VC,,_-----t--------~ ;t==rlt::-~2:~-~~-~======t=========j l------------+---------+-----------11----------+--------,✓,,--I 1 ""-l46~1----,-2=1 I --+'---1---------+------------I , '\ _ _ ' ~ 20.8\% l.. 1------------+---------+-----------11-----------;------r-REMOVE IEI 15" CMP, ~ - --'_J-- 1------------11----------+----------,----------1--:---r-\ 1-------------11---------+---------+----------11-7"-~-1------1----------+-----------, r ' 1' MIN CLEAR 40 ----\.._,I ITYPICAL ALL GROSSI G UTILITIES! 40 /' _.. .... \,,,. ..... -- f----------+--------+-----------11-----,,.7'-------t-------~-"1"''---~-;;;--'t';;. "ffe,-l-----+--------+---------1--------~ffi~laa~'---+---------t---------+---+------t----------t------------i / / ~ -Wffi 1------------+---------+-----------11----,,---------,------:;r---7"""---ll----+------+---------+---------+-------u-,ia-1e-----l-----------+-----------11----+------+---------+-------------1 / / ....-,,,VJ 1------------i----------+---------_vb'----------,-~--,,L-~ ~ 1------------+-___ IE_I _SS_M_AN_H_O_LE __ '-',/-------~✓---+--------~ _,-,,L-'---------+-----l-----+---------1-----------+------~~:le~=----+--------+----------=,--,--t::----::c-:--t::------,--;:--,--t::---------t-----------"' / ,,.--l"')Q. U9:: _a:: 01--> COi--> 1()1--> 1------------+---------+-,,----~---1------,,.L. .....-_,, 5-u:::S--"-""--;>u!----1-----------+---------+--------{.Jlb!:1---+---------t-------9-~--Z ~-~---:;;,;-----'~~ -Z---------+----------"'-/ _,.-/' ..--·-~ -~ gz -oz -SQz ._ 1------------i----------+--'< ,.:----,-,,-----i----~-=--r ~--+---------+--->:t -~-1-,-•.,,1------+---------+----------+---------,8,--,----------,---------+ = -~ + -·co + z -Sco!----------+----------- 1------------1------------t -j-F '-'--+-----+ -_/ ..-.-N ..-N '='---.i~-1.LI N C5 .C.0•--------+-----------1 I ~ ...... -+ . ....i-,-:, ........ _,,. __..... <f.GJ1-> O'l .,,;z __ -_;52 1----~-'--'-l-----------+-----j 30 1-----1-------< 30 l-----+--------+,1--,1---~-=----""::+--:; _,_,,-::-:._ _____ +--------+-----."'~zet!-~z~;-----1---------+--------+--------'-"''---+---------j---------j(/)""?s~ en~ I I _...-~ o· .,... .,. ~ -~ -:,~n f------------+---------+-c-----,..-~--""'------1----------+---------+------1,m_,_ai,----l----------+---------+--------+---------+---------+---+------+--------+----------- I I ~ "'!'.l -CON TRUCT 56.17 LF CONST. 5.67 LF L__J 12 ' PVC ISDR261 12" PVC ISDR261 f------------+---------+---------1----------+---------+---------+---------i-----------+--S;:(301,;f_ --------t---------+---------t------1;:60I,,----t----------j---------- 1-------1 20 l------+-------+-------+--------+--------+--------+--------+---------t---------t-----------11-----------1---------t---------t----20 1----- 1-------------+--------+---------1-----------+---------+--------+---------t---------+---------t----------t---------i-----------i----------t------, SCALE: 1+00 PAVEMENT LEGEND ,-------7 I I L _______ _J FULL DEPTH AC PAVEMENT SECTION COLD MILL AND OVERLAY PAVEMENT SECTION 1+10 l~I 1 11111111 1 1-. --. --. -... -. -1 11" RAISE AND TRANSITIONS) . . . . . . . . . . . . . . . . . . .. . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ~ MEDIAN HARDSCAPE MEDIAN LANDSCAPING RIVER ROCK OVER RSP FABRIC NOTES TO CONTRACTOR 1. ADJUST EXISTING SPRINKLERS HEADS TO GRADE WITHIN TURF AREAS BEING REGRADED. CAP SPRINKLERS WITHIN NEW RIVER ROCK AREA. 2. LOWER EXISTING IRRIGATION MAIN IF IN CONFLICT WITH NEW RIVER ROCK. IF THIS IS NECESSARY, THEN PLACE MAIN IN PVC SLEEVE UNDER THE RIVER ROCK AND MOW CURBS. 3. FINISHED GRADE SHALL BE PLACED APPROXIMA TIEL Y 0.1-FEET BELOW NEW OR EXISTING SAFETY STRIP. 4. RIVER ROCK SHALL BE MIXED BEACH COBBLE SMALL 13"-6'i AVAILABLE AT RCP BLOCK & BRICK 1800> 794-4727 OR APPROVED EQUAL. SUBMIT FOR APPROVAL PRIOR TO ORDER. 1+20 I I I I I~ I ,71)%) / \ \ \ 1+30 1+40 1+50 1+60 1+ 70 1+80 STORM DRAIN REPLACEMENT DETAIL SEE SHEET 6 , I I Ill Ill II 1,.-</n'/' /r://II _II I 176.411 FS 176.31 FG CURB AND r SAFETY STRIP p 10'± \ 177.03) FS 76.93 TC \ \ (77.71) FS .___ B 18'± \ 178.151 FS 78.05 TC 7'± \ 178.40> FS 178.31 FG \ 178.60> FS 178.41 FG A MEDIAN PARKWAY DRAIN DETAIL SCALE: 1 "=5' SEE SHEET 13 2 1 >---' C> "' LL X _w "! z <O -,.._ 0 -~ 1+90 TURF 2.0% 2+00 2+10 RIVER ROCK OVER RSP FABRIC (CLASS 81 EXISTING GROUND ROCK AND TURF FLU SH WI TH TOP ~ OF MOW CURB ,-.. ITYPICAU fe 2. 1% -- --- - -__J ~ 2+20 TURF ------------- PAVEMENT REPAIR_\ PER DETAIL 3 ON SHEET 15 MOW CURB SHALL BE 12" DEEP <TYPICALI SECTION A PARKWAY DRAIN AND LOCAL DEPRESSION REMOVE EXIST. C&G AND SAFETY STRIP 6.0% - RIVER ROCK OVER RSP FABRIC <CLASS 81 z FG 0.1' BELOW TOP OF SAFETY STRIP °";;; EXISTING J EXISTING C&G AND ~ !,;! GROUND r SAFETY STRIP W LL uo r•.:· •• _-;: · .• .: -~• ... . • L----.J I_ . • ••~.-:::r L---~---- ,. . , .... -.. ,. SECTION B HORIZ: 1"=5' VERT: 1"=5' NOTES TO CONTRACTOR 1. EXISTING 15" CMP AND 10" PVC PROFILES ARE APPROXIMATE. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL POTHOLE EXISTING PIPES TO CONFIRM DEPTHS. 2. EXISTING UTILITY LOCATIONS AND DEPTHS ARE APPROXIMATE. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL POTHOLE EXISTING UTILITIES TO CONFIRM EXACT LOCATIONS AND DEPTHS. 3. ~TH APPROVAL OF ENGINEER, CONTRACTOR MAY ADJUST PROFILE OF NEW STORM DRAIN BASED ON POTHOLING RESULTS. HOWEVER, EXISTING 15" CMP AND 10" PVC PIPES SHALL BE REMOVED COMPLETELY . 4. CONTRACTOR SHALL PROTECT EXISTING UTILITIES TO THE SATISFACTION OF ENGINEER AND UTILITY OWNERS. 5. LOCAL DEPRESSION SHALL BE 6" THICK STAMPED CONCRETE OVER 4" CMB. PROVIDE 12" DEEP CUTOFF WALL AT UPSTREAM END PER DETAIL A. 6. PROVIDE SLEEVES UNDER LOCAL DEPRESSION PER IRRIGATION PLANS. I I I I I J I r I ' :3==lffi---' I I I I I L--, I I I I I t-t- t-~ ~ - 6.17' ,-,-0 "' ... ..,_ co ui "' "' 0 + + ;::!; NI II I 6.5' LOCAL DEPRESSION DETAIL SCALE: 1 "= 5' CONSTRUCTION NOTES G) CONSTRUCT RIVER ROCK OVER RSP FABRIC (CLASS 81. A ® REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT STAMPED CONCRETE SAFETY STRIP PER DETAIL 2 ON SHEET 15. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT MODIFIED PARKWAY DRAIN AND LOCAL DEPRESSION PER CNB sm. DWS. NOS. 306, 307, AND 310. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 12" PVC ISDR261 AND PAVEMENT REPAIR PER CNB STD. DWG NOS. 106-A, 106-B, 106-C ANO 323. @ REMOVE EXISTING TURF, REGRADE, AND APPLY HYDROSEED PER DETAIL SHOWN AND LANDSCAPE PLANTING NOTES ON SHEET 15. ® REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT PCC CURB ITYPE B, VARIABLE CFJ PER CNB STD. DWG. NO. 182. EXTEND BOTTOM OF CURB TO AT LEAST 6-INCHES BELOW FINISHED GRADE. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT MOW CURB PER PER CNB STD. DWG. NO. 182 ITYPE B, O" CF> . @ JOIN NEW 12" PVC TO EXISTING 15" CMP WITH CONCRETIE COLLAR PER CNB STD. DWG. NO. 324. JOIN SOFFITS. @ ADJUST TOP OF EXISTING INLET TO GRADE PER DETAIL 4 ON SHEET 16. @ JOIN EXISTING INLET PER SPPWC STD. PLAN NO. 335-2 (CASE 11. @ INSTALL 24" BROOKS BOX 12424BI INLET OR APPROVED EQUAL AND CONSTRUCT LOCAL DEPRESSION PER DETAIL A ON SHEET 18. DISPOSITION NOTES [fl PROTECT IN PLACE (ITEM PER PLAN>. GRAPHIC SCALE 5 0 5 SCALE: 1" = 5' 15 I C-7885-2 "' • "" i--' 0 ,._ 2 I g 0 z "' 0 ~ ffi ,. "' . ~ -" z "' o I "• "' . I!! -,; </ 3' g' C "j: "' ~ ~~ <o -' 0 u "' "' N "' 0 0 "' z N < c!; Z N 0 / F -~ <~ 5. RIVER ROCK SHALL BE CAREFULLY KEYED AND SET IN A TIGHT INTERLOCKING CONFIGURATION TO FORM A STABLE LA YER APPROXIMATIELY 6" TO 8" THICK. IT SHALL BE PLACED IN A !:: g =!/ ~----------------,----------,----------.---,----,-------------------,---,==:==--------,------------------------------j~~ ~ REVIEWED: DETAILS ~,. MANNER WHICH WILL PRODUCE A WELL-GRADED MASS OF STONE WITH MINIMAL PRACTICABLE PERCENTAGE OF VOIDS AND IN CONFORMANCE ~TH THE UNES AND GRADES SHOWN ON THE PLANS TO ENSURE DRAINAGE IS MAINTAINED FROM THE PARKWAY DRAIN. RECORD DRAWINGS \I Stantec -~~~~E~;l~~ ~~c~ JAMBOREE ROAD PAVEMENT REHABILITATION ~: :11!t~~og;6~;1vE, SlE 200 i:::i :~t:~i,o F~ r~ ~ 11 !)no~/ PATRICIA CARPENTER RCE 89793 AND RECLAIMED WATER CONVERSION ! ~ UNDER THE SUPERVISION OF•• C i1t No.v63466 * ASSOCIATE CIVIL ENGINEER 1----------------------,---------1 ~ :0--6. ROCK SLOPE PROTIECTION IRSPI FABRIC ICLASS 8) SHALL CONFORM - These Record Drawings h11w been prepa~ based on the best <M17able infor,m1tion. \ltiile U' ~ DESIGNED DRAWN R 7017 s TO CALTRANS STANDARD SPECIFICATIONS SECTION 72-2 ''ROCK ~~:.::.':::'m':','.:C::~'~;,Cl~~.;''S:,~I~":.;.•;i;:::-~~:,"''""~rn,p~ih• 10/29/21 ~h CIVIi-.:O~ JW~/DML : DML .& 04/14/23 RECORD DRA~NGS CITY OF NEWPORT BEACH --~.e. SLOPE PROTIECTION". EMBED FABRIC 4" MIN. AT ALL EDGES. JEFFREY W. WILKERSON "0FCALI' 10 /29 /21 I--------, 0 "' L_ _____________________________________________ __LR_.c_.E_._6_34_6_6 __________ D_A_TE_L_ _______ _j_c_HE_c~1~i~=u~M~R~Hc_D_A_TIE_=1~0~/2~9~/2~1L_N_o._j_ __ DA_T_E_..L_D_Es_c_RIP_TI_O_N_O_F_R_E_~s_Io_N_s __________ _L_AP_P_R_ov_E_DLD_A_TE_=~~~~~~~~~~~~~~-'-----P-U_B_L_1_c _w_o_R_K_S_D_E_P_A_R_T_M_E_N_T ___ __,__s_HE_E_T_1 __ 8 o_F_3_5~!~ RAMP DETAIL SCALE: 1 "=10' SEE SHEET 7 PROTECT IN PLACE ALL TRAFFIC SIGNAL LOOPS AND CONDUITS RUNNING UNDER EXISTING CROSS GUTTER AND STAMPED CONCRETE (TYP) PROTECT IN PLACE PEDESTRIAN PUSH BUTTON POLE, BIKE SIGNAL BUTTON, AND SIGN. REMOVE PEDESTRIAN PUSH BUTTON AND SIGN. PATCH ALL HOLES IN POLE. PROTECT IN PLACE LIGHT AND WARP CONCRETE AROUND IT TO JOIN. INSTALL NEW PEDESTRIAN PUSH BUTTON POST (2.5" DIA) WITH NEW PUSH BUTTON ASSEMBLY AND SIGN (5" X 7", RIGHT ARROW>. LOCATE AND PROTECT EXISTING CITY FIBER OPTIC CONDUIT (TYP.) RETAINING CURB PROTECT IN PLACE TRAFFIC SIGNAL POLIE --COMM----COMM----C MM---COMM----COMM----C MM----C,~ (31.62) FL JOIN EXIST 32.01 TC 31.34 FS 8" CF / / / • -;;;;;;;;;;;;.iiiiiiiiiiiiiiiilZ ~~1 .,,-----... , ' , ' ' ' ' ' ' ' ' ' ' , ' , ... ___ .. .,----... , ' ' ' ' ' ' ' ' ' ' ' , ' , ... ___ ... L=16.2' DC ' ... ... ----... , , ' ' ' ' ' ' ' ' ' ', , , ___ .. , ,-------7 PRO"Tf;,CT·11,i--PL"J'ICE ~ii STAMP~D CONC~ETE l""--1 I I I :::t: : : : I I I I L-------~ L-------~ 30.69 30.62 FL >- CJ z w (!) w et: I- ~ (32.10) TC (31.43) FL JOIN EXIST 31.79 TC 31.12 FS 8" CF RETAINING CURB :::: ..-; "' '° LI.. RAMP DETAIL SCALE: 1 "=10' SEE SHEET 7 2 REMOVE EXISTING CROSSWALK LINES BY SANDBLASTING OR OTHER METHOD APPROVED BY ENGINEER WHICH DOES NOT SCAR OR DAMAGE THE EXISTING STAMPED CONCRETE. SANDBLASTING IS NOT PERMITTED IN ANY OTHER STRIPING REMOVAL CONDITIONS. NEW CROSSWALK PER SIGNING AND STRIPING PLANS. L=7.6' DC RETAINING CURB PROTECT IN PLACE TRAFFIC SIGNAL POLE AND ADJUST PEDESTRIAN PUSH BUTTONS AND SIGNS DOWN TO BE 44" MAX FROM RAMP LANDING (NEW BUTTONS AND SIGNS (5" X 7", LIEFT AND RIGHT ARROWS). PATCH ALL HOLES IN POLE. L=5.2' DC ADJUST TO GRADE UTILITY BOXES ITYPJ - - --COMM-----COMM----COMM----COMIA----COMM-----· --COMM----COMM----COMM----COMM----COMM----COMM- V ◄N ► \ ' \ ', \. ' \ \ JOIN.._ EXIST. 'l.i,j ANIJ'-~ ' ~ , -" ' RETAINING CURB (8" MAX CF) REGRADE TURF (5: 1 MAX) "' '° '° -"' ,:; LI.. ,...,"'--'., >ti:.· 1 O' ~~~i:::::=====::::C--_, , RAMP DETAIL SCALE: 1 "=10' SEE SHEET 17 JAMBOREE ROAD I .. A GUTTER PAN FINISH SURFACE MATCHES EXISTING * 4' 28' 4' 1" CF; 2% GUTTER PAN GRADE • • TRANSITION GUTTER PAN GRADE FROM EXISTING TO 2% )MM----COM~--=1--COMM-·--c, •~M----COMM---COMM----t_9t M-U --=-1-COMM---- COMM----COh LL U~~.. ~~ • ~1--u,_ ---1--LL..--..... .--..... .--u.__ -..,__w OON __._ l"');:::u.J NCO-..---..., <.O O'>...-ooN-.. _..,_..,_~ moo ...-...-. . / '° ,,., :;e: • • • • • • • • st st z PROTECT EXISTING ~~o ~~~~ ~~ ~~..---..---o . / "W-- - -16''W-. - - -16"W-- • -~-'w-- - -16"W-- - -16"W-- - -16''W...: ~ 9 5•'f/l-=-=tr.rlttr-(w-Bex _ -16"W- (2.6%) FL .3% FL 5.0% FL --FO----F .,.....--:-_fO---:;-· PROTECT EXISTING STREET LIGHT ·.,.. • . ...... V) ...... V) ~LL.. ~LL.. <O '° LOCATE AND PROTECT EXISTING CITY FIBER OPTIC CABLE C 2' 2' [l_ ::J LI.. '-' I .. A 10' SECTION A-A SCALE: NTS :;;: [2 -[2 N ,ri ,ri -- 3' 2' 1.8% -T -- PROTECT EXISTING INLET "' • " >-' 0 "' ~ I g CROSS GUTTER AND RAMPS DETAIL 4 DRIVEWAY DETAIL 5 0 z "' 0 ~ PAVEMENT LEGEND ,-------7 I I L _______ _J FULL DEPTH AC PAVEMENT SECTION COLD MILL AND OVERLAY PAVEMENT SECTION (MATCH EXISTING) COLD MILL AND OVERLAY PAVEMENT SECTION (1" RAISE AND TRANSITIONS) CONCRETE SIDEWALK REPAIR MEDIAN HARDSCAPE SCALE: 1 "= 10' SEE SHEET 6 SCALE: 1 "=10' SEE SHEET 11 10 0 GRAPHIC SCALE 10 SCALE: 1" = 1 O' 30 C-7885-2 ffi ~ "' . ~ .,, z "' o I "• "' . I!!-:;; </ 3' g' C "i: "' ~ ~~ < 0 -' 0 u "' "' N "' 0 D «> z N < cl Z N 0 / F -~ <~ !:: g =!/ ~---C--i=-----------~~-------~---------~-~---~------------------~---~RE_~_E_W_ED-,------~------------------------------,~~ St ant ec DETA1Ls :? N~C,~ JAMBOREE ROAD PAVEMENT REHABILITATION ~ii'. V1 AND RECLAIMED WATER CONVERSION "'"' RECORD DRAWINGS These Record Drawings hove been pl"ep<I~ based llf1 the best avu1711ble infllrmotion. \ltiile this information Is bel1eved to be rellllble, City of Newport Beodi ls not responsble fer 1ts occurocy. nor the errors or emissions whidi may or moy not hove been Incorporated into these ~ons. 38 lECHNQ0GY DRIVE, SlE 200 IR\INE, CA 92618 UNDER THE SUPERVISION OF: JEFFREY W. WILKERSON R.C.E. 63466 (949) 923-6000 lEL (949) 923-6121 FAX 10/29/21 DATE PATRICIA CARPENTER RCE 89793 ASSOCIATE Cl~L ENGINEER a_ - ~ (I 0 .• 1---------------------~------~«cl DESIG~w~ DML DRAWN, DML .& 04/14/23 RECORD DRA~NGS c1Tv oF NEWPORT sEAcH R-1011-s l:l r:i CHECKED: DATE: DATE 10/29/21 1----------< g?, JWW MRH 10 29 21 NO. DATE DESCRIPTION OF RE~SIONS APPROVED '-------PUBLIC WORKS DEPARTMENT SHEET 19 OF 35 ~ :,-~-----------------------------------------------~----------------~--------~--~-~-~~~~-~---~------------------~--~---------~--------------------~------~, o RECYCLED WATER NOTES RECYCLED AND POTABLE WATER NOTES A. lliE INSTALLAllON OF THE IRRIGATION WATER SYSTEM SHALL CONFORM TO lliE REGULATIONS FOR lliE CONSTRUCTION OF IRRIGAllON WATER SYSTEMS WlllilN lliE CITY OF NEWIPORT BEACH AND ORANGE COUNTY WATER DISTRICT AND lliE ACCOMPANYING PLANS AND SPECIFICATIONS. B. ALL ONSITE RECYCLED AND POTABLE WATER PIPING INSTALLED ON THIS PROJECT SHALL BE IDENllFIED IN ACCORDANCE WITH CITY OF NEWPORT BEACH'S REGULAllONS AND THE IRRIGAllON SPECIFICAllONS. C. RECYCLED WATER PIPING SHALL BE PURPLE PVC MANUFACTURED FOR RECYCLED (RECLAIMED! WATER SYSTEMS. D. MARKING ON THE PURPLE PVC SHALL INCLUDE THE FOLLOWING: CAUTION RECYCLED (OR RECLAIMED) WATER; NOMINAL PIPE SIZE; PVC-1120; PRESSURE RAllNG IN POUNDS PER SQUARE INCH AT 73 DEGREES; ASlM DESIGNATIONS SUCH AS 1785, 2241, 2672, 3139. PRINTING SHALL BE PLACED CONTINUOUSLY ON TWO SIDES OF lliE PIPE. E. ALL RECYCLED WATER SPRINKLER BOX COVERS AND CONTROL VALVES, ISOLATION VALVES, QUICK COUPLERS, AND ALL APPURTENANCES SHALL BE TAGGED 'MTH IDENTIFICATION TAGS. 1. TAGS SHALL BE WEAlliERPROOF PLASllC, 3" X 4", PURPLE IN COLOR Willi llHE WORDS ''WARNING RECYCLED (OR RECLAIMED! WATER -DO NOT DRINK" IMPRINTED ON ONE SIDE, AND "AVISA AGUA IMPURA -NO TOMAR" ON llHE OTHER SIDE. IMPRINllNG SHALL BE PERMANENT AND BLACK IN COLOR. USE TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR EQUAL APPROVAL 2. ONE TAG SHALL BE ATTACHED TO EACH APPURTENANCE AS FOLLOWS, OR; IDENTIFICAllON SHALL BE AFFIXED TO EACH IRRIGAllON VALVE LID COVER AND VALVE AS FOLLOWS: A. IDENllFY VALVE COVER WlllH LABEL OR BRANDED HOT STAMP THAT READS "RECYCLED (OR RECLAIMED) WATER DO NOT DRINK". B. ATTACH TAG TO CONllROL VALVE STEM DIRECllLY OR WlllH PLASTIC llE-WRAP. OR C. ATTACH TAG TO CONllROL VALVE SOLENOID WIRE DIRECTLY OR WlllH PLASTIC TIE-WRAP. D. ATTACH TO BODY OF THE RELAllVE APPURTENANCE WITH PLASTIC TIE-WRAP. F. WARNING TAPES SHALL BE USED ON ALL CONSTANT PRESSURE MAIN LINE PIPING CARRYING POTABLE WATER. G. WARNING TAPES SHALL BE A MINIMUM OF 3-INCHES WIDE AND SHALL RUN CONllNUOUSLY FOR THE ENTIRE LENGllH OF ALL CONSTANT PRESSURE MAIN LINE PIPING. THE TAPE SHALL BE ATTACHED TO lliE TOP OF THE PIPE 'MTH PLASTIC TAPE BANDED AROUND THE WARNING TAPE AND llHE PIPE EVERY 5 FEET ON CENTER. H. WARNING TAPE FOR THE CONSTANT PRESSURE POTABLE WATER PIPING SHALL BE BLUE IN COLOR WITH llHE WORDS "CAUTION BURIED WATERLINE BELOW" IMPRINTED IN MINIMUM 1-INCH HIGH LETTERS BLACK IN COLOR. IMPRINTING SHALL BE CONTINUOUS AND PERMANENT. I. CITY OF NEWPORT BEACH SHALL BE NOllFIED TWO DAYS PRIOR TO llHE START OF IRRIGAllON CONSllRUCllON AT (949! 718-3412 AND EACH WORK DAY THEREAFTER UNllL COMPLEllON OF PROJECT. J. ALL PRESSURE MAIN LINE PIPING FROM THE RECYCLED WATER SYSTEM SHALL BE INSTALLED TO MAINTAIN 10 FEET MINIMUM HORIZONTAL SEPARATION FROM ALL POTABLE WATER PIPING. WHERE RECYCLED AND POTABLE WATER PRESSURE MAIN LINE PIPING CROSS, llHE RECYCLED WATER PIPING SHALL BE INSTALLED BELOW llHE POTABLE WATER PIPING IN A CLASS 200 PURPLE PVC SLEEVE WHICH EXTENDS A MINIMUM OF 5 FEET ON ElllHER SIDE OF lliE POTABLE WATER PIPING. PROVIDE A MINIMUM VERllCAL CLEARANCE OF 6-INCHES. CONVENllONAL (WHITE! PVC PIPE MAY BE USED FOR SLEEVING MATERIAL IF IT IS TAPED Willi 3-INCH 'MDE PURPLE WARNING TAPE WHICH READS "CAUTION RECYCLED (OR RECLAIMED! WATER". K. lliE IRRIGATION SYSTEM HAS BEEN DESIGNED TO OPERATE BETWEEN THE HOURS OF 9: 00 P.M. AND 6: 00 A.M. UNLESS OlliERWISE DIRECTED BY llHE DISllRICT ENGINEER. L. ALL NEW COMMON AREAS WHERE RECYCLED WATER IS USED AND ARE ACCESSIBLE TO llHE GENERAL PUBLIC SHALL BE POSTED Willi CONSPICUOUS SIGNS THAT INCLUDE llHE FOLLOWING WORDING IN A SIZE NO LESS THAN 4 INCHES HIGH BY 8 INCHES WIDE: "RECYCLED WATER -DO NOT DRINK" OR "RECLAIMED WATER -DO NOT DRINK". EACH SIGN SHALL ALSO DISPLAY AN INTERNATIONAL SYMBOL CONVEYING THE SAME WARNING. M. ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO AREAS NOT UNDER llHE CONllROL OF llHE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PAllOS, SllREETS, AND SIDEWALKS. N. CONTACT THE CITY OF NEWIPORT BEACH TWO DAYS PRIOR TO THE IRRIGAllON SYSTEM COVERAGE / AND CROSS CONNECTION TEST AT (949! 718-3412 AND ARRANGE A WALK THROUGH OF THE SYSTEM. 0. FAILURE TO COMPLY WlllH ANY OR ALL OF llHE ABOVE GUIDELINES WILL PLACE llHE SYSTEM IN VIOLA llON OF CITY OF NEWPORT BEACH RULES AND REGULATIONS, AND WILL RESULT IN TERMINAllON OF SERVICE UNllL llHE APPROPRIATE CORRECllVE MEASURES HAVE BEEN TAKEN. P. WARNING TAPE ON RECYCLED WATER CONSTANT PRESSURE MAIN LINE PIPING IS ONLY ALLOWED ON PROJECT-BY-PROJECT APPROVAL FROM llHE DISllRICT ENGINEER. IF APPROVED, IT MUST FOLLOW lliESE INSTALLATION SPECIFICATIONS: 1. WARNING TAPE SHALL BE USED ON ALL CONSTANT PRESSURE MAINS. 2. WARNING TAPE SHALL BE A MINIMUM OF 3-INCHES WIDE AND SHALL RUN CONTINUOUSLY FOR lliE ENTIRE LENGTH OF ALL CONSTANT PRESSURE MAIN LINE PIPING. THE TAPE SHALL BE ATTACHED TO lliE TOP OF llHE PIPE WlllH PLASTIC TAPE BANDED AROUND llHE WARNING TAPE AND lliE PIPE EVERY 5 FEET ON CENTER. 3. WARNING TAPE FOR llHE CONSTANT PRESSURE RECYCLED WATER PIPING SHALL BE PURPLE IN COLOR WlllH llHE WORDS "CAUllON -RECYCLED (OR RECLAIMED) WATER" IMPRINTED A MINIMUM OF 1-INCH HIGH AND BLACK IN COLOR. IMPRINllNG SHALL BE CONTINUOUS AND PERMANENT. GUIDELINES FOR RECYCLED WATER USE llHE FOLLOWING GUIDELINES HAVE BEEN ESTABLISHED BY llHE CITY OF NEWIPORT BEACH IN CONJUNCTION WlllH THE ORANGE COUNTY HEALTH DEPARlMENT AND lliE SANTA ANA REGIONAL WATER QUALITY CONTROL BOARD. THEY ARE TO PROVIDE THE BASIC PARAMETERS FOR llHE USE OF RECLAIMED WATER IN LANDSCAPE IRRIGATION. TO OPERATE YOUR SYSTEM IN COMPLIANCE WlllH llHESE GUIDELINES YOU MUST: 1. IRRIGATION BETWEEN THE HOURS OF 9:00 P.M. AND 6:00 A.M. ONLY. WATERING OUTSIDE llilS TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ONSITE. NO SYSTEM SHALL AT ANY llME BE LEFT UNAillNDED DURING USE OUTSIDE llHE NORMAL SCHEDULE. 2. IRRIGATE IN A MANNER llHAT WILL MINIMIZE RUNOFF POOLING AND PONDING. THE APPLICAllON RATE SHALL NOT EXCEED THE INFIL TIRA llON RATE OF llHE SOIL TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE Willi THE LOWEST SOIL INFILllRATION RATE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY THE EFFICIENT SCHEDULING OF lliE AUTOMATIC CONTROL CLOCKS, (I.E., EMPLOYING THE REPEAT FUNCTION TO BREAK UP lliE TOTAL IRRIGATION TIME INTO CYCLES lliAT WILL PROMOTE MAXIMUM SOIL ABSORPTION!. 3. ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO AREAS NOT UNDER llHE CONTROL OF llHE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS, STREETS, AND SIDEWALKS. 4. MONITOR AND MAINTAIN lliE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIAL FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC., SHOULD BE REPAIRED AS SOON AS THEY BECOME APPARENT. 5. EDUCATE ALL MAINTENANCE PERSONNEL, ON A CONTINUOUS BASIS, OF llHE PRESENCE OF RECLAIMED WATER, AND lliE FACT THAT IT IS NOT APPROVED FOR DRINKING PURPOSES. GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPE INDUSTRY, IT IS IMPORTANT THAT THIS INFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. IT IS YOU, llHE LANDSCAPE CONllRACTOR, WHO IS RESPONSIBLE FOR EDU CA llNG EACH AND EVERY ONE OF YOUR EMPLOYEES. 6. OBTAIN PRIOR APPROVAL FOR ALL PROPOSED CHANGES AND MODIFICATIONS TO ANY ONSITE FACILlllES. SUCH CHANGES MUST BE SUBMITTED TO, AND APPROVED BY, llHE CITY OF NEWIPORT BEACH ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH CITY STANDARDS. FAILURE TO COMPLY WITH ANY OR ALL OF THE ABOVE GUIDELINES PUTS YOUR SYSTEM IN VIOLATION TO CITY'S RULES AND REGULATIONS, AND 'MLL RESULT IN TERMINAllON OF SERVICE UNllL llHE APPROPRIATE CORRECllVE STEPS HAVE BEEN TAKEN. REFERENCE NOTES SCHEDULE SYMBOL !03-0111 !03-04!1 !03-05!] !03-06!] !03-07!] !03-08!] !03-09!] !03-10!] I 03-11!1 !03-12!] !03-13!] !03-14!] !03-15!] !03-16!1 !03-17!] 03 IRRIGATION ELEMENTS DESCRIPTION CONTRACTOR TO PULL NEW RAIN MASTER FLOW SENSOR CABLE (MODEL EV-CAB-SEN) THROUGH SLEEVES (CONTROLLER TO WIRE BUNDLE) AND NEW CONDUIT (WIRE BUNDLE TO MASTER VALVE). SENSOR CABLE SHALL BE LOCATED IN 1" GRAY CONDUIT WHEN NOT LOCATED IN COMMON SHARED SLEEVES. APPLY FOAM SEALANT WHERE CONDUIT TERMINATES IN FLOW SENSOR VALVE BOX. CONDUIT WILL EXTEND llHROUGH SLEEVE THAT HOUSES CONTROL WIRES BENEATH PAVEMENT EVEN IF NOT SHOWN ON THE PLAN. CONTRACTOR TO PULL NEW CONTROL WIRES THROUGH NEW SLEEVES. SEE CIVIL SllREET IMPROVEMENT PLANS FOR ACTUAL SLEEVE LOCATION. SEE WIRE BUNDLE INFORMATION FOR COUNT AND TYPE OF CONTROL WIRES. SUPPLY HEADER (TYP.) SIZE SHALL EQUAL THE SIZE IDENTIFIED SUPPLYING THE PIPE TRANSITION POINT. EXHAUST HEADER (TYP.) -SIZE SHALL BE NOT LESS THAN 3/4". IRRIGATION SLEEVING (SCHEMATIC) -SEE CIVIL STREET IMPROVEMENIT SHEETS FOR SIZE AND ACTUAL l!©CATIONS RECYCLED WATER SIGN -SEE DETAIL SHEET CONNECT TO EXISTING MAINLINE. NOTIFY ENGINEER IMMEDIATELY IF MAINLINE SIZE IS LESS THAN 1-1 /2". VERIFY PRESSURE EXCEEDS 60 PSI. IF IT IS LESS, NOTIFY ENGINEER IMMEDIATELY. CONTRACTOR TO REMOVE ALL EXISTING IRRIGATION FROM WlllHIN THE MEDIAN. CONNECT NEW IRRIGATION MAINLINE TO EXISTING METER. CONNECT FOUR(4) NEW PILOT WIRES (THREE (3) NEW VALVES THE EXTRA WIRE llHAT WILL BE LOOPED THROUGH EACH VALVE BOX (1' LOOP PIGTAIL MIN.) AND TERMINATED IN THE FURTHEST VALVE BOX WITH WATERPROOF WIRE CONNECTORS, AND ONE ( 1) COMMON WIRE. EXISTING 2" IRRIGATION WATER METER NO. 2000173327 EXISTING IRRIGATION CONTROLLER NO 069-000 EXISTING IRRIGATION VALVE -REMOVE DC LATCHING SOLENOID AND REPLACE WITH NEW 24V SOLENOID. CONFIRM COMPATIBILITY PRIOR TO PURCHASE AND INSTALLATION. CONNECT TO NEW 12 GAUGE CONITROL WIRES RUNNING TO llHE EXISTING IRRIGATION CONTROLLER. NEW CONTROL WIRE BUNDLE -RUN 12 GAUGE, JACKETED FROM EXISTING CONTROLLER THROUGH PULL BOXES AND SLEEVES TO TERMINATE AT FURTHEST VALVE. SEE PULL BOX ID ON PLAN FOR NUMBER AND TYPE OF WIRES, NEW 4" SCH 40 SLEEVE NEW 2" PVC CLASS 315 MAINLINE.-CONNECT TO EXISTING MAINLINE IN MEDIAN AND RUN IN THE SLEEVE TO 1' BEHIND CONCRETE SWALE. STUB UP AND CAP 4" ABOVE FINISHED GRADE IN THE RIGHT OF WAY. PAINT ABOVE GRADE PIPE WlllH BLUE PAINT. EXISTING 2" RPB BACKFLOW PREVENTER GENERAL IRRIGATION NOTES: DETAIL 3/ID1 1/ID1 4/ID2 4/ID2 3/ID1 2/ID1 3/ID1 3/ID1 3/ID1 1. ALL IRRIGATION IMPROVEMENTS LOCATED WITHIN THE MEDIAN BETWEEN BACK BAY DRIVE AND SANTA BARBARA DRIVE INCLUDING MAINLINE, LATERAL LINES, HEADS, CONTROL WIRE, VALVE BOXES, ETC. SHALL BE DEMOLISHED AND REMOVED FROM THE SITE. BRASS VALVES AND BACKFLOW PREVENTERS SHALL BE SALVAGED AND PROVIDED TO THE CITY AT THE MUNICIPAL OPERATIONS DIVISION YARD. 2. IF DURING DEMOLITION AND/OR IRRIGATION TRENCHING A ROOT WITH A DIAMETER OF 3" OR GREATER IS ENCOUNTERED THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE CITY'S ARBORIST, JOHN NELSON, (949) 644-3197, FOR DIRECTION PRIOR TO ROOT PRUNING. CONFLICTS SHALL BE ANTICIPATED BY THE CONTRACTOR AND ANY PROJECT CONSTRUCTION DELAYS DUE TO THIS COORDINATION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. OCWD APPROVAL IRRIGATION SCHEDULE IRRIGATION SCHEDULE SYMBOL <D <D <D 800A BOO F '-' V W "A° 25 50 10 20 SYMBOL SYMBOL [l:] MANUFACTURER/MODEL/DESCRIPTION HUNTER MP CORNER PROS-04-PRS40-CV-R TURF ROTATOR, 4" POP-UP WITH FACTORY INSTALLED CHECK VALVE, RECLAIMED BODY CAP, PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE. T = TURQUOISE ADJ ARC 45-1 05 ON PRS40 BODY. HUNTER MP1000 PROS-06-PRS40-CV-R TURF ROTATOR, 6" POP-UP WITH CHECK VALVE, QTY RECLAIMED BODY CAP, PRESSURE REGULATED TO 40 PSI, 12 MP ROTATOR NOZZLE ON PRS40 BODY. M=MAROON ADJ ARC 90 TO 210, L=LIGHT BLUE 210 TO 270 ARC, O=OLIVE 360 ARC. HUNTER MP2000 PROS-06-PRS40-CV-R TURF ROTATOR, 6" POP-UP WITH CHECK VALVE, RECLAIMED BODY CAP, PRESSURE REGULATED TO 40 PSI, 357 MP ROTATOR NOZZLE ON PRS40 BODY. K=BLACK ADJ ARC 90-210, G=GREEN ADJ ARC 210-270, R=RED 360 ARC. HUNTER MP800SR PROS-06-PRS40-CV-R TURF ROTATOR, 6" POP-UP WITH CHECK VALVE, PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE 6 ON PRS40 BODY. ADJ=ORANGE AND GRAY ( ARC 90-210), 360=LIME GREEN AND GRAY (ARC 360) TORO 570Z-4-COM-FB-PC .25 PRESSURE-COMPENSATING FILOOD BUBBLER NOZZLE ON 14 570Z 4" POP-UP. WlllH CHECK VALVE. 0.25 GPM, 0.5 GPM, 1.0 GPM, AND 2.0 GPM. MANUFACTURER/MODEL/DESCRIPTION PIPE TRANSITION POINIT PIPE TRANSITION POINIT FROM PVC LATERAL TO DRIP TUBING WITH RISER TO ABOVE GRADE INSTALLATION. DRIP MANUAL FLUSH VALVE NETAFIM TLSOV-1 /2" MANUAL FLUSH VALVE, BARBED QTY 13 INSERT. INSTALL IN 1 o• BOX, WITH ADEQUATE BLANK OR 13 "COBRA" TUBING TO EXTEND VALVE OUT OF VALVE BOX. 2/3 IN FITS TECHLINE HCVXR, HCVXR-RW/RWP, CV, DL, RW AND RWP DRIPLINES, AND PE IRRIGATION HOSE DRIP AIR RELJEF VALVE RAIN BIRD ARV050 1 /2", MADE OF QUALITY RUST-PROOF MATERIALS, WITH A 6" DRIP VALVE BOX (SEB 7XB 4 EMITTER BOX). USE WITH INSTALLATION BELOW SOIL. THE VALVE WILL ALLOW AIR TO ESCAPE THE PIPELINE, THUS PREVENTING WATER HAMMER OR BLOCKAGE. DRIP SYSTEM OPERATION INDICATOR RAIN BIRD OPERIND, STEM RISES 6" FOR CLEAR VISIBILITY WHEN DRIP SYSTEM IS CHARGED TO A MINIMUM 8 OF 20PSI. INCLUDES 16" OF 1/4" DISTRIBUTION TUBING WlllH CONNECTION FITTING PRE-INSTALLED. AREA TO RECEIVE DRIPLINE DRIPLINE AREA RAIN BIRD XFS-CV-09-12 SUB-SURFACE AND ON-SURFACE LANDSCAPE DRIPLINE WITH A HEAVY-DUTY 7,928 L.F. 4.3 PSI CHECK VALVE. 0.9 GPH EMITTERS AT 12" O.C. DRIPLINE LATERALS SPACED AT 12" APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. SPECIFY XF INSERT FITTINGS. MANUFACTURER/MODEL/DESCRIPTION REMOTE CONTROL VALVE -RECYCLED WATER GRISWOLD DWS-PRVR, BRASS, IN-LINE, ON-OFF, SOLENOID CONTROL VALVE, NORMALLY CLOSED, PURPLE HANDLE. AVAILABLE IN 3/4", 1", 1-1/4", 1-1/2", AND 2". IDEAL FOR USE WITH RECLAIMED OR "DIRTY" WATER, SELIF-CLEANING, SLOW-CLOSING AND OPENING FEATURE. PRESSURE REDUCING. QUICK-COUPLING VALVE -RECYCLED WATER RAIN BIRD 44-NP, 1 " BRASS, WITH CORROSION-RESISTANT STAINLESS STEEL SPRING, LOCKING NON-POTABLE PURPLE RUBBER COVER, AND 2-PIECE BODY. SHUT OFF VALVE -RECYCLED WATER MATCO NORCA -754N BALL VALVE -FULL PORT, FORGED BRASS, NICKLE PLATED. LINE SIZE. MASTER VALVE -RECYCLED WATER 2" GRISWOLD 2160LIR2" SOLENOID, NORMALLY OPEN, PURPLE HANDLE FOR RECLAIMED WATER. CAST IRON AND BRONZE MATERIAL. NPT END CONNECTION. EXISTING RAIN MASTER DX3 CONTROLLER QTY 16 33 32 2 CONllRACTOR TO VERIFY SUFFICIENT CONTINUITY OF ALL CONllROL WIRES FROM THE CONTROLLER TO llHE MEDIANS PRIOR TO ANY DEMOLITION. CONTRACTOR TO DOCUMENIT ANY POTENTIAL FAULTS OR NONCONDUCTIVITY IMMEDIATELY TO THE CITY INSPECTOR. FAILURE TO DO SO RESOLVES 1 THE CITY OF ANY RESPONSIBILITY AND THE BURDEN OF PROVIDING CONTROL WIRES FROM THE CONTROLLER TO THE VALVES WILL BE BORNE 100% BY THE CONTRACTOR. CONllRACTOR TO PROVIDE RAINMASTER CELL COMMUNICATION KIT (MSC) AT TURN-OVER. FLOW SENSOR RAINMASTER EVFM FLOW SENSOR -CONTRACTOR TO PULL NEW RAINMASTER FLOW SENSOR CABLE (MODEL EV-CAB-SEN) THROUGH EXISTING SLEEVES AND NEW CONDUIT AS SHOWN FROM THE CONTROLLER TO THE MASTER VALVE. SENSOR CABLE SHALL BE LOCATED IN 1" GREY CONDUIT WHEN NOT LOCATED IN EXISTING SLEEVES. APPLY FOAM SEALANT WHERE CONDUIT TERMINATES IN FLOW SENSOR VALVE BOX 2 DETAIL 30 1/ID2 30 1/ID2 40 1/ID2 30 1/ID2 30 2/ID2 DETAIL 4/ID2 7/ID2 6/ID2 8/ID2 5/ID2 DETAIL 1 O/ID1 7/ID1 6/ID1 5/ID1 B/ID1 SYMBOL PX @Jex * POC 2 fr MANUFACTURER/MODEL/DESCRIPTION QTY WIRE BUNDLE P=PILOT WIRES, C=COMMON WIRES BUNDLED. COIL 6 WIRES IN VALVE BOX, AND RUN CONTINUOUS WIRE BACK TO CONTROLLER. LABEL EACH WIRE WITH A PLASTIC I.D. TAG AT THE WIRE BUNDLE AND AT THE CONTROLLER. ACTUAL LOCATION OF IRRIGATION EQUIPMENIT IRRIGATION EQUIPMENT TO BE LOCATED IN PLANTING AREA, NOT IN HARDSCAPE. AIR/WATER PRESSURE RELIEF VALVE 3/ 4" WATTS 530C CALIBRATED PRESSURE RELIEF VALVE WATER METER 1-1/2" EXISTING -PRESSURE IS BASED ON THE TECHNICAL MEMORANDUM FOR JAMBOREE ROAD PAVEMENT REHABILITATION AND RECYCLED WATER IMPROVEMENTS. DATED FEBRUARY 10, 2021. PREPARED BY STANTEC. POINT OF CONNECTION 1 1 /2" CONNECT TO EXISTING MAINLINE. PRIOR TO 11 2 1 CONSTRUCTING IRRIGATION, TEST TO CONFIRM THAT THE 1 PRESSURE EXCEEDS 60 PSI AND THAT THE SERVICE PIPE IS 1-1/2" MINIMUM IN SIZE. IF ElllHER ARE LESS THAN llHAT, NOTIFY ENGINEER IMMEDIATELY. IRRIGATION LATERAL LINE: PVC SCHEDULE 40-NP LATERAL LINE 1-1/2" AND SMALLER. 5,963 L.F. --- -IRRIGATION LATERAL LINE: PVC CLASS 315 SDR 13.5-NP 113.3 L.F. LAllRERAL LINE 2" AND LARGER. - - - -IRRIGATION MAINLINE: PVC SCHEDULE 40-NP 395.0 L.F. -A v- -A v- MAINLINE 1-1 /2" AND SMALLER. IRRIGATION MAINLINE: PVC CLASS 315 SOR 13.5-NP MAINLINE 2" AND LARGER. PIPE SLEEVE: CONDUIT FOR FLOW SENSOR CONITRACTOR TO PULL NEW 1" ELECTRICAL CONDUIT FOR FLOW SENSOR COM. CABLE FROM NEW PULL BOX TO FLOW SENSOR VALVE BOX. CONDUIT SHALL BE 18" BELOW GRADE AND MAY SHARE THE MAINLINE TRENCH. CONDUIT SHALL TERMINATE 3" ABOVE GRAVEL MIN. AND BE FOAM SEALED. PIPE SLEEVE: PVC SCHEDULE 40 SHOWN SCHEMATICALLY -SEE CIVIL STREET IMPROVEMENT PLAN FOR SIZE AND ACTUAL LOCATION. VALVE CALLOUT ~~~----VALVE NUMBER f~___!:#~~#:!:,,:::----VALVE FLOW \B'-------VALVE SIZE IRRIGATION ELEMENTS NOTE: 3,922 L.F. 306.0 L.F. 1,309 L.F. ALL NOTED QUANTITIES ARE LISTED FOR THE CONTRACTOR'S CONVENIENCE. THE CONTRACTOR SHALL VERIFY ALL QUANTITIES PRIOR TO TENDERING A BID. CRITICAL ANALYSIS CRITICAL ANALYSIS GENERATED: 2022-04-12 16:48 GENERATED: 2022-04-12 16:48 P.O.C. NUMBER: 01 P.O.C. NUMBER: 02 PSI WATER SOURCE INFORMATION: PRESSURE IS BASED ON THE TECHNICAL MEMORANDUM FOR JAMBOREE ROAD PAVEMENT REHABILITATION AND RECYCLED WATER IMPROVEMENTS. DATED FEBRUARY 10, 2021 . PREPARED BY STANTEC. FLOW AVAILABLE WATER METER SIZE: WATER SOURCE INFORMATION: CONNECT TO EXISTING MAINLINE. PRIOR TO CONSTRUCTING IRRIGATION, TEST TO CONFIRM THAT THE PRESSURE EXCEEDS 60 PSI AND THAT THE SERVICE PIPE IS 1-1 /2" MINIMUM IN SIZE. IF EITHER ARE LESS THAN THAT, NOTIFY ENGINEER IMMEDIATELY. FLOW AVAILABLE 1-1 /2" 57.83 GPM PRESSURE AVAILABLE STATIC PRESSURE AT POC: 64.00 PSI ELIEVATION CHANGE: 5.00 FT SERVICE LINE SIZE: 2" LENGTH OF SERVICE LINE: 40 FT PRESSURE AVAILABLE: 61.00 PSI DESIGN ANALYSIS MAXIMUM STATION FLOW: FLOW AVAILABLE AT POC: RESIDUAL FLOW AVAILABLE: 34.60 GPM 57.83 GPM 23.23 GPM FLOW AVAILABLE POINT OF CONNECTION SIZE: 1 1 /2" FLOW AVAILABLE 31.29 GPM PRESSURE AVAILABLE STATIC PRESSURE AT POC: 60.00 PSI PRESSURE AVAILABLE: 60.00 PSI DESIGN ANALYSIS MAXIMUM STATION FLOW: FLOW AVAILABLE AT POC: RESIDUAL FILOW AVAILABLE: CRITICAL STATION: 1 29.58 GPM 31.29 GPM 1.71 GPM CRITICAL STATION: 6 DESIGN PRESSURE: 20.0 PSI DESIGN PRESSURE: 40.0 PSI FRICTION LOSS: 2.02 PSI DETAIL 1/ID1 & N/A 9/ID1 3/ID1 3/ID1 3/ID1 3/ID1 3/ID1 3/ID1 FRICTION LOSS: 3.2 PSI FITTINGS LOSS: 0.2 PSI [ FITTINGS LOSS: 0.32 PSI LOSS THROUGH VALVE: 2.5 PSI " ELEVATION LOSS: 2.55 PSI PRESSURE REQ. AT CRITICAL STATION:24.72 PSI en LOSS THROUGH VALVE: 2.53 PSI LOSS FOR FITTINGS: 0.23 PSI g PRESSURE REQ. AT CRITICAL STATION:48.61 PSI LOSS FOR MAIN LINE: 2.31 PSI ~ LOSS FOR FITTINGS: 0.81 PSI LOSS FOR BACKFLOW: 0.0 PSI o LOSS FOR MAIN LINE: 8.11 PSI CRITICAL STATION PRESSURE AT POC: 27.26 PSI 5 g LOSS FOR POC TO VALVE ELEVATION: -2.49 PSI PRESSURE AVAILABLE: 60.0 PSI iii ~ LOSS FOR BACKFLOW: 0.0 PSI RESIDUAL PRESSURE AVAILABLE: 32.74 PSI ~ .l! LOSS FOR MASTER VALVE: 1 .6 PSI 5 "'1 LOSS FOR WATER METER: 2.29 PSI u • CRITICAL STATION PRESSURE AT POC: 58.93 PSI ~ ~ PRESSURE AVAILABLE: 61.0 PSI .6'.:, ~ f RESIDUAL PRESSURE AVAILABLE: 2.07 PSI o ·• BASKET STRAINER "' ~ KECKLEY #SSGFV 40 MESH -STAINLESS STEEL BASKET 5/IDl ~ ~ SllRAINER ASSEMBLY SHALL BE INSTALLED WITHIN A 2 VALVE SCHEDULE NOTE: ~ ~ CARSON MODEL #2460 DEEP PLASTIC VAULT AND PLASTIC FOR COMPLETE VALVE ~ :i: BOLT DOWN COVER SCHEDULE SEE SHEET 23 ~ ~ [El DRIP DISC FILTER 4 3/ID2 5? APPROVED:------------NETAFIM DF150-120 1-1/2", 120 MESH RING, RED. C 7885 2 ~ 'tl i-------:C~H-RIS~OL_S_EN_,_DI_R._O_F_E_NG_IN_EE_R_IN_G __ □_A_~----1---------,---------,-~C~OR~RrO~S~IO~N~R~E~S~IS17A~NIT~.~U~P----"ro"--"3~5~GP~M"--'-FL~O~W,_,..,,RA~J=E.'------------,------,-====--------,---------------------------------l~~ ~ Stantec REVIEWE□, 1RR1GAT1ON scHEDULEs, cALcs & Rw NOTES Ii \I ~'-~~~ ~~L~ JAMBOREE ROAD PAVEMENT REHABILITATION ~: RECORD DRAWINGS 38 TECHNOLOGY DRIVE. STE 20D IRVINE, CA 92618 (949) 923-6000 TEL (949) 923-6121 FAX !~~3~o:;)' PATRICIA CARPENTER RCE 89793 AND RECLAIMED WISA1TER CONVERSION !o ~--..,.~ /,... & 04/14/23 RECORD DRAWINGS ASSOCIATE CIVIL ENGINEER 1----------------------,----------l;;,\ These Record Drolff199 haw beet, prepcired baled an the best available irfcrmatiori. 'Mlle this lnfamallon ls believed to be relt~e. City af Newpart Beach ts nat re!iponsllle for Its accuracy. nor the errors or ominiom lfflidi may ar may not ha11e been lncorpol"O'!ed iito these ph::r,s. UNDER llHE SUPERVISION OF: A.STEVEN COOK 10/29/21 °:1'tac~ DESIGNED: DRAWN: & 04115122 MODIFIED IRRIGATION 10129121 CITY OF NEWPORT BEACH f--R_-7_0_1_7_-S_--1 ~~ ~-----------------------------------------------'-R_.L_.A_._4_os_3 ___________ DA_T_E_,_ _______ ___J_c_HE_c_K_ED_, _ _LD_A_TE_=1~0~~2~9~~2~1L_N_o._j_ __ DA_T_E _ _j_D_Es_c_RI_P11_o_N_O_F_R_E_V1_s1_0N_s __________ .1._AP_P_R_ov_E_DLD_A_TE_===============.l_ ____ P_U_B_L_1_c_w_o_R_K_S_D_E_P_A_R_T_M_E_N_T ___ _j__s_HE_E_T~2=-=0_o_F_:::3~5:__J!~ CD EQUIPMENT I.D. TAG & RECYCLED WATER (J) (2) SCH. 80 PVC UNION (BOTH SIDES) TAG (ENGLISH & SPANISH)-IF USING RECYCLED WATER @ PVC PIPE -CUT TO FIT (TYP.) @ RECTANGULAR 19"x25" VALVE BOX WITH BOLT-DOWN COVER -PURPLE IN COLOR WITH "RECYCLE @ PVC PRESSURE LINE WATER" INTEGRAL LETTERING IF USING RECYCLED Qg) 3/8" PEA GRAVEL _ 6" DEEP WATER, GREEN IN COLOR IF USING POTABLE WATER -HEAT BRAND VALVE & CONTROLLER ASSIGNMENT {jJ) BRICK SUPPORTS (CONTINUOUS) IN 2" TALL CHARACTERS ON COVER. @ REMOTE CONTROL VALVE SEE IRRIGATION SCHEDULE FOR TYPE & SIZE G) (2) PVC ST ELBOW (TYP.) @ 18" SERVICE COIL WITH SPEARS EQUAL WIRE CONNECTORS. @ (4) PVC SCH. 80 NIPPLE {TYP.) 4 141-. 1-~1..,;.0-1 -i' OR APPROVED (8) PVC SS ELBOW @LANDSCAPE FABRIC BELOW GRAVEL -WRAP SIDES, BOX BOTTOM & COVER ALL OPENINGS (jJ) FINISHED GRADE; SET TOP OF BOX AT 2" ABOVE FINISHED GRADE IN PLANTED AREAS, 1" ABOVE IN TURF AREAS SEE SPECS. SECTION/ELEVATION NOTES: 1. INSTALL ONE VALVE PER BOX. 2. TEFLON TAPE SHALL BE USED AT ALL THREADED CONNECTIONS. i°'1 o": REMOTE CONTROL VALVE IN PLASTIC BOX 1.. ~ SCALE:NTS POTABLE OR RECYCLED WATER [ (ijJ AR/PR l 14 ~ EQUIPMENT ID TAG AND "RECYCLED WATER ~ TAG" IF USING RECYCLED WATER 2 @12" X 18" RECTANGULAR IRRIGATION VALVE BOX WITH BLACK LID. HEAT BRAND "AR/PR" ON VALVE BOX LID IN 2" HIGH CHARACTERS @3/ 4" WATTS 530C CALIBRATED PRESSURE RELIEF VALVE G) PRESSURE AIR RELEASE VALVE -SEE PLAN @3/4" PVC STREET ELL @ PVC TxT SCHEDULE 80 COUPLING. SAME SIZE AS EQUIPMENT INLET SIZE (J) PVC SCHEDULE 80 NIPPLE. SAME SIZE AS EQUIPMENT INLET SIZE. LENGTH AS REQUIRED @ 3/4" CRUSHED ROCK -12" DEEP @ PVC MAINLINE TO IRRIGATION POINT OF CONNECTION ASSEMBLY Q9) LINE SIZE PVC MAINLINE FITTING WITH 3/ 4" FIPT OUTLET ~;~~~-{jJ) PVC MAINLINE PIPE. SEE DRAWINGS FOR SIZE AND TYPE (8) LINE SIZE PVC MAINLINE FITTING WITH 1" FIPT OUTLET @PVC MAINLINE FROM IRRIGATION WATER METER FLOW---1~► (jJl COMMON BRICK (4 REQUIRED) @EQUIPMENT ID TAG AND "RECYCLED WATER TAG" IF USING RECYCLED WATER @FINISHED GRADE; SET TOP AT 2" ABOVE FINISHED GRADE IN PLANTED AREAS, 1" ABOVE IN LAWN AREAS. 13 NOTE: ALL VALVE BOXES USED IN CONJUNCTION WITH IRRIGATION SYSTEMS CARRYING RECYCLED WATER AREA SHALL BE PURPLE IN COLOR. AND SHALL INCLUDE THE WORDS "RECYCLED WATER -DO NOT DRINK" AND SHALL HAVE THE INTERNATIONAL SYMBOL CONVEYING THE SAME WARNING. POINT OF CONNECTION PROTECTION ASSEMBLY SCALE:NTS 3 CD FLOW SENSOR, SEE IRRIGATION SCHEDULE @RECTANGULAR VALVE BOX W/BLACK BOLT DOWN COVER. HEAT BRAND VALVE "FS" ON LID IN 2" HIGH CHARACTERS @CONDUIT BACK TO DECODER AT CONTROLLER G) MASTER VALVE ASSEMBLY .. FLOW @ PVC MAINLINE FROM IRRIGATION WATER METER 7 5X PIPE DIA. 1 OX PIPE DIA. NO PIPE RESTRICTIONS, FITTINGS, COUPLINGS OR OTHER SPLICES TO OCCUR IN THE PIPE RUNS OF LENGTHS GIVEN NON-INTERRUPTED PIPE RUN 5x DIA. OF PIPE. SAME SIZE AS SENSOR. I I 10x DIA. OF f.o,e-'--Pl~P=E-~SA~M=E,..__, SIZE AS SENSOR. @ FINISHED GRADE; SET TOP AT 2'' ABOVE FINISHED GRADE IN PLANTED AREAS, 1" ABOVE IN LAWN AREAS. (J) 3/4" CRUSHED ROCK 6" MIN. DEEP @ PVC MAINLINE TO IRRIGATION POINT OF PROTECTION ASSEMBLY (IF SPECIFIED) @ EQUIPMENT ID TAG AND "RECYCLED WATER TAG" IF USING RECYCLED WATER ◄ .. 1----FLOW NOTE: ALL VALVE BOXES USED IN CONJUNCTION WITH IRRIGATION SYSTEMS CARRYING RECYCLED WATER SHALL BE PURPLE IN COLOR, SHALL INCLUDE THE WORDS "RECYCLED WATER -DO NOT DRINK" AND SHALL HAVE THE INTERNATIONAL SYMBOL CONVEYING THE SAME WARNING. 11 SECTION NOTES: ~-PLA---;NT'\ CD 10" ROUND VALVE BOX WITH BLACK BOLT-DOWN COVER -HEAT BRAND "QCV" ON VALVE BOX COVER IN 2" HIGH LETTERS. @ FINISHED GRADE; SET TOP AT 2" ABOVE FINISHED GRADE IN PLANTED AREAS, 1" ABOVE IN TURF AREAS @3/4" CRUSHED ROCK -6" MIN. DEPTH. G) BRASS NIPPLE -LENGTH AS REQUIRED @ BRASS 90 DEGREE ELL @ MAINLINE PIPING (J) MAINLINE FITTING @ BRASS 90 DEGREE STREET ELL @ BRASS NIPPLE -6" LONG Q9) QUICK COUPLING VALVE {jJ) WALK OR CURB (8) PVC SxT SCHEDULE 40 90' ELBOW @ N0.4 REBAR-LENGTH AS REQUIRED. SECURE W/ (2) STAINLESS STEEL HOSE ~ _ CLAMPS 'n-,,1Qj) EQUIPMENT ID TAG AND "RECYCLED 0 WATER TAG" IF USING RECYCLED WATER 1. ALL VALVE BOXES USED IN CONJUNCTION WITH IRRIGATION SYSTEMS CARRYING RECYCLED WATER AREA SHALL BE PURPLE IN COLOR, SHALL INCLUDE THE WORDS "RECYCLED WATER -DO NOT DRINK" AND SHALL HAVE THE INTERNATIONAL SYMBOL CONVEYING THE SAME WARNING. 2. DO NOT OVER TIGHTEN BRASS NIPPLE INTO QUICK COUPLING VALVE. USE TEFLON TAPE ON ALL MALE PIPE THREADS. CHECK FOR LEAKS. 0 ~~!~r~ COUPLING VALVE-IN BOX PLAN SECTION CD RECTANGULAR VALVE BOX WITH BLACK BOLT-DOWN COVER -HEAT BRAND "BV" ON VALVE BOX COVER IN 2" HIGH LETTERS. @ FINISHED GRADE; SET TOP OF BOX AT 2" ABOVE FINISHED GRADE IN PLANTED AREAS, 1" ABOVE IN TURF AREAS ~ EQUIPMENT ID TAG AND "RECYCLED ~ WATER TAG" IF USING RECYCLED WATER SEE SPECS. G) LASCO "SLO-CLOSE" SOCKET X SOCKET SCH. 80 BALL VALVE @ COMMON BRICK (2 REQUIRED) @ 3/4" CRUSHED ROCK -6" MINIMUM DEPTH NOTE: (J) LANDSCAPE FABRIC BELOW GRAVEL -WRAP SIDES, BOX BOTTOM & COVER ALL OPENINGS 1. ALL VALVE BOXES USED IN CONJUNCTION WITH @ (2) PVC SCH. 80 NIPPLE (TYP.) IRRIGATION SYSTEMS CARRYING RECYCLED WATER SHALL BE PURPLE IN COLOR, AND SHALL INCLUDE THE WORDS @ (2) PVC ST ELBOW "RECYCLED WATER -DO NOT DRINK" AND SHALL HAVE THE INTERNATIONAL SYMBOL CONVEYING THE SAME Q9) (2) PVC PIPES AND (2) SS ELBOWS WARNING. ' " SHUT OFF/ ISOLATION VALVE -3" & SMALLER 16,------------~~~--~-----\.. ~ SCALE:NTS - 0 18" MIN. 36" MAX. 13 CD 30" DEEP VALVE BOX WITH PLASTIC BOLT-DOWN COVER. SEE SPECIFICATION FOR SIZE AND TYPE OF BOX REQUIRED. @LASCO "SLO-CLOSE" SOCKET X FLANGE SCH. 80 BALL VALVE. LINE SIZE. @FINISHED GRADE G) FROM POINT OF CONNECTION -ANGLE TO SPECIFIED DEPTH W/45 DEGREE ELLS (TYP.) @ SCH. 80 PVC PIPE -LENGTH AS REQUIRED. SEE PLANS FOR SIZE (TYPICAL). @ LASCO SCH. 80 PVC LOOSE RING FLANGE (J) WATTS #97FB-CSSIB OR KECKLEY #SSGFV BASKET STRAINER W/40 MESH STAINLESS STEEL SCREEN -SEE PLANS FOR SIZE. (8) FLOW SENSOR WIRE WITHIN CONDUIT. SEE SPECIFICATION FOR ADDITIONAL INFORMATION. @SINGLE COARSE OF CINDER BLOCK ALONG ENTIRE EDGE OF VALVE BOX (jJl TO IRRIGATION SYSTEM -ANGLE TO SPECIFIED DEPTH W/45 DEGREE ELLS @QUICK COUPLING VALVE PER SPECIFICATIONS - SEE QUICK COUPLING VALVE DETAIL FOR INSTALLATION INSTRUCTIONS @ CONTROL AND COMMON WIRES AND CONNECTORS TO DESIGNATED AUTOMATIC CONTROLLER WITHIN CONDUIT ljJ) SCH. 80 PVC SPIGOT X SOCKET BUSHING -LINE SIZE @scH. 80 PVC TOE NIPPLE. ALLOW 3" OF @ ADJUSTABLE PIPE SADDLE SUPPORT WITH 12" x EXPOSED PIPE BETWEEN VALVE AND OTHER 12" x 6" CONCRETE BASE UNDER SUPPORT EQUIPMENT -LENGTH AS REQUIRED (TYPICAL). @MASTER CONTROL VALVE AND/OR PRESSURE Q§) 416 STAINLESS STEEL NUTS AND BOLTS WITH REDUCING MASTER VALVE -SEE PLANS AND~ FLANGE GASKET (TYPICAL). SCHEDULE FOR SIZE AND TYPE. 4 Q9) 3/4" CRUSHED ROCK -12" DEEP O ~~~~~M~~6Y~LltGwfffR "RECYCLED WATER TAG" IF {jJ) COMMON BRICK ( 12 REQUIRED) 5 STRAINER/MASTER VALVE/QC ASSEMBLY 1-1/2" -3" SCALE:NTS @ " ' PR PRESSURE RELIEF VALVE (FRONT & BACK OF TAG) @ " ' AR AIR RELEASE VALVE (FRONT & BACK OF TAG) @ . ' PR PRESSURE REGULATING VALVE (BACK OF TAG) IF LOCATED IN VALVE BOX NOTE: @ ' ' CONTROL VALVE STATION @ NUMBERS TO MATCH I I IRRIGATION PLANS. L-1 QCV REMOTE CONTROL VALVE QUICK COUPLING VALVE {FRONT OF TAG) (FRONT & BACK OF TAG) @ @ I I I I RCV FS REMOTE CONTROL VALVE FLOW SENSOR (BACK OF TAG) (FRONT & BACK OF TAG) @ ' ' DARV DRIP AIR RELIEF VALVE (BACK OF TAG) @ • • BS BASKET STRAINER (FRONT & BACK OF TAG) @ " " BV BALL VALVE (FRONT & BACK OF TAG) @ " " MV MASTER VALVE (FRONT & BACK OF TAG) @ " " DFV DRIP FLUSH VALVE (FRONT & BACK OF TAG) I CONTACT GPH IRRIGATION AT (909) 648-3210 FOR PRICING AND ORDERING INFORMATION, I TAGS SHALL BE PURPLE IN COLOR FOR RECYLCED WATER AND YELLOW IN COLOR FOR POTABLE WATER. 0 EQUIPMENT I.D. TAGS SCALE:NTS RECORD DRAWINGS OCWD APPROVAL Th8111! Record Drow.,ge have b!IMI prepind baaed on the beat avallille .,formation. 'Atlle this informoticrl Is belleved to be relid:lle, City of Newpcri Beoc:t, Is not responsible for its occurocy, nor the errora or omlealcna which may or may not hova been lncorponited Into these plans. 6 TYP. SECTION ROCKY SOIL SECTION -111-1, ,11-~ ~ --ITTll~TTT!l, PLAN VIEW NOTES: 1. 6" MIN. CLR. BETWEEN ALL PIPES. SEE SHEET 15 FOR UNDER PAVEMENT TRENCH/SLEEVE INSTALLATION CD LATERAL (TYP.) @MAINLINE (TYP.)-IF RUNNING PARALLEL TO SIDEWALK, MAINLINE SHALL BE CLOSEST PIPE TO SIDEWALK. @LV. WIRING G) LV. WIRING IN CONDUIT @ FINISH GRADE @ SALVAGED EXCAVATED FILL COMPACTED TO ORIGINAL DENSITY @ INITIAL SAND BACKFILL REQUIRED IN TRENCHES WITH ROCKY TERRAIN AND UNDER PAVEMENT (TYPICAL ALL SITUATIONS). LAY PIPE ON 2" SAND BED. SAND TO EXTEND 6" ABOVE SHALLOWEST PIPE. Q9) 'ALARM TAPE' -CHRISTY'S OR APPROVED EQUAL. SEE NOTE 4. {jJ) PIPE SLEEVE 2X LINE SIZE 1 PIPE PER SLEEVE, WIRE CAN SHARE SLEEVE (8) ALL PVC PIPE TO BE SNAKED IN TRENCH AS SHOWN 2. SAND ENCASEMENT SHALL BE PLASTER OR MORTAR SAND. 3. SNAKE ALL PIPE AND WIRING IN TRENCH. 4. USE BLUE TAPE FOR POTABLE/DOMESTIC WATER AND PURPLE FOR RECYCLED WATER. 5. WIRING: TAPE AND BUNDLE WIRING AT 10'-o" INTERVALS. COMMON TRENCHING OF IRRIGATION PIPE AND REMOTE CONTROL VALVE WIRING TO BE DONE WHEREVER POSSIBLE (INSTALL TRACE WIRE ALONG ALL MAINLINE PIPE THAT DOES NOT HAVE CONTROL WIRES ADJACENT TO PIPE). 6. THERE SHALL BE A 10' MIN. SEPARATION BETWEEN POTABLE AND RECYCLED PRESSURIZED MAINLINES RUNNING PARALLEL. ~ ..... 1r 3 ", PIPE TRENCH FOR LATERAL AND MAINLINE ~ ~ SCALE:NTS - WIRES BODY 1. INSERT WIRES THROUGH HOLES IN BASE OF BODY. CRIMP SLEEVE PLUG 2. !WIST STRIPPED WIRES TOGETHER AND APPLY CRIMP SLEEVE WITH AN INDENT TYPE CRIMPING TOOL. TRIM EXCESS BARE WIRE. 3. DS-100 & DS-150 ONLY -FILL PLUG TO BRIM WITH DS-300 SEALANT. 4. INVERT BODY AND INSERT PLUG INTO BODY UNTIL IT SNAPS TIGHT. 5. PUSH WIRES ALL THE WAY INTO THE PLUG TO COMPLETELY SEAL THE CRIMP SLEEVE. 6. DS-100 & DS-150 ONLY -BE CERTAIN SEALANT HAS FORMED INTO ALL HOLES IN BODY 1r 2 ", WIRE CONNECTORS -SPEARS DS-100 AND DS-150 '-~ SCALE:1" = 1" - 1 ·, ', ·-•: ·.: .. ' ....... : . -~.,-' . . ' ..... CD FINISHED GRADE; SET TOP OF BOX AT 2" ABOVE FINISHED GRADE IN PLANTED AREAS, 1" ABOVE IN TURF AREAS @PLASTIC 8" ROUND VALVE BOX FOR LESS THAN 8 WIRES. PLASTIC 12"x 17" VALVE BOX FOR MORE THAN 8 WIRES. TO BE BRANDED "P.B.". @EQUIPMENT I.D. TAG (TYP.) @ WATERPROOF CONNECTORS (TYP.) @ 12" PIGTAIL (MIN.) EACH SIDE OF WATERPROOF CONNECTOR @ 3/8" PEA GRAVEL 1 CU.FT. (J) BRICK FOUNDATION AROUND BASE OF BOX (CONTINUOUS) CONTROL WIRE PULL BOX IN PLASTIC BOX SCALE:NTS ~ .., t-' 0 5 :ii ~ 0 z "' 0 g U),. "' . ~ -" z "' o I u • "' . ~ " < / "' go Cl .i "' ~ ~,. <o _, 0 u "' "' "' "' 0 D <D z "' < cl z "' 0 / APPROVED:_____________ "-~ i----:C~H-RIS~OL_S_EN_._DI_R._O_F_E_NG_IN_EE_R_IN_G __ □_A_~---1---------,---------,----,-----,--------------------,----,::-:::-::=:=:--------,-----------------------C--_7_8_8_5_-_2~~J ~ Stantec RE'-1EWED, IRRIGATION DETAILs ~f \I ~~L~ JAMBOREE ROAD PAVEMENT REHABILITATION ~" 38 TECHNOLOGY DRIVE. STE 20D IRVINE, CA 92618 UNDER THE SUPERVISION OF: (949) 923-6000 TEL (949) 923-6121 FAX 53 AND RECLAIMED WATER CONVERSION ~~ PATRICIA CARPENTER RCE 89793 ASSOCIATE Cl'-1L ENGINEER 1D1 ~:;: 0 .. 1---------------------,-------~,.;,1; 8 FLOW SENSOR/ MASTER VALVE LAYOUT DESIGNED: DRAWN: 1.;. R 7017 s A.STEVEN COOK 10/29/21 OF ill 04/14/23 RECORD DRAWINGS CITY OF NEWPORT BEACH - -t:l ~ SCALE:NTS RLA 4053 DATE CHECKED DATE DATE 10/29 /21 1-----------i::>;;:,- ~----------------------------------------------'--·-·_· ______________ L_ _______ __,_ ___ :_-'-__ :1~0~2~9~2~1L-N_0.-1.. __ DA_T_E_..1,_D_ES_C_RI_PTI_O_N_O_F_R_E_'-1_SI_ON_S __________ .1,_AP_P_R_OV_E_DL__:==============.1,_ ____ P_U_B_L_I_C_W_O_R_K_S_D_E_P_A_R_T_M_E_N_T ___ _j__S_HE_E_T~2::.._:1_□_F_::3~5:..J !~ _--,6 G) MULCH OR PLANTING @ FINISH GRADE @ 17MM POLYETHYLENE TUBING @ 1 / 4" SELF-PIERCING BARB CONNECTOR @ DRIP SYSTEM OPERATION INDICATOR KIT @ 1 / 4" DISTRIBUTION TUBING (LENGTH AS REQUIRED) NOTES: 1. DRIP INDICATOR. SEE IRRIGATION SCHEDULE FOR TYPE. 2. INSTALL 1 PER VALVE 3. SUBMIT MFG. CUT SHEET FOR APPROVAL SECTION l 12" DEPTH ___________, l G) FINISHED GRADE; SET TOP OF BOX 2" ABOVE FINISHED GRADE IN PLANTED AREAS, 1" ABOVE IN TURF AREAS @ TECHLINE® SHUT-OFF VALVE #TLSOV (BLANK TUBING MAY BE ATTACHED TO OUTLET) @ 1 O" ROUND PLASTIC VALVE BOX @ 1 /2" MPT ADAPTER #TL050MA FOR PRESSURE GAUGE ATTACHMENT @ EQUIPMENT I.D. TAG AND "RECYCLED WATER TAG" IF USING RECYCLED WATER @ 4' COIL OF BLANK DRIPLINE TUBING (2) 3/4" GRAVEL SUMP (1 CUBIC FOOT) @ BRICK SUPPORTS @PVC SCH 40 SxT TO 3/4" MPT ADAPTER #TL075MA 8---------® DRIP INDICATOR SCALE:NTS (? '! MANUAL FLUSH VALVE FROM PVC-TECHLINE® '-, SCALE: NTS ~ 8"------,1/~ ' ' 'I 1 ---,.----~~ r SEE NOTE #3 24" ., - 12" ' I FOR WATER CONSERVATION THIS PROPERlY IS IRRIGATED WITH RECLAIMED WATER 4• O%l\ ~ l ~---OO~N_OT_D~RIN_K __ _ /SEE NOTE #2 NOTES: .. :··.·.,. -.. ·-~. ·'.. . .... :, :• ·:~.;-.. • ..• -. ·.•· .. ~ . .-.; •-• .... -• : . . -. . . ':. ; -~-:.. ... .. -. .. -. -~ .. . :•_.. ~--f •••. -·-.. •• 1. FOR VALVE BOXES USED IN IRRIGATION SYSTEMS USING RECYCLED WATER, COLOR AND TYPE OF VALVE BOX SHALL BE IN ACCORDANCE WITH AGENCY HAVING JURISDICTION. 2 G) FINISH GRADE @ 1 O" DIAMETER VALVE BOX VALVE BOX TO BE PURPLE IN COLOR. @1 /2" AIR RELIEF VALVE, TO BE INSTALLED AT HIGH POINTS IN DRIP ZONE, SEE SCHEDULE FOR MODEL. @ PVC SCH 40 FEMALE ADAPTER @ PVC SCH 80 RISER @BRICK (2) PVC HEADER PIPE @ PVC SCH 40 TEE @ 3" MINIMUM DEPTH OF 3/ 4" WASHED GRAVEL - 2. FOR PERMANENT INSTALLATIONS PROVIDE CONCRETE MOWSTRIP IN TURF OR CONCRETE SUPPORT IN SHRUB AREAS. FOR TEMPORARY INSTALLATIONS, INSTALL IN SOIL WITHOUT MOWSTRIP. (. 6 "'! DRIP LINE -AIR RELIEF VALVE IN PVC HEADER '-, SCALE: NTS SUB-TITLE ,,~l -8-------,rJ 3. CHRISTY#ID-SIGN-4X8 RECYCLED WATER SIGN. SECURE SIGN TO POST WITH 3/8" STAINLESS STEEL NUTS AND BOLTS AT A MINIMUM OF TWO LOCATIONS-LENGTH AS REQUIRED. USE 1" DIAMETER WASHER TO PROTECT SIGN. r g '! RECYCLED WATER WARNING SIGN '-, SCALE; NTS PVC MAINLINE---...... DRIP VALVE / FILTER / REGULATOR ---T---.. TYPICAL FPT ADAPTER AND COMPRESSION COUPLER 3/ 4" PVC LATERAL PIPE I I NOTES & SLOPE I CONDITIONS: D====U 1. INSTALL DRIP INDICATOR SEE NOTE 5. -----PIPE TRANSITION POINT _,/ BLANK DRIPLINE TUBING OR PVC BROWNLINE SUPPLY Ct;;==={] ON EXHAUST HEADER(S) OR AS SHOWN ON @ DRIP INDICATOR (IF SPECIFIED) SEE NOTE 1 I I I I I I @ I I DI CV I PLANS. I 2. SPACING AT TOP ½ OF HEADER. SEE TABLE RIGHT. TYPICAL I SLOPE AS NOTED. 1 3. SPACING AT BOTTOM ½ I AS NOTED PLUS 25%. 4. WHEN ELEVATION CHANGE COMPRESSION FITTING. >+-----,.>---t+t~-~-1' IS 10 FT OR MORE, DRIPLINE SPACING AS I NOTED. I .,,..---tttAIR RELIEF VALVE AT HIGH I POINT, IF SPECIFIED. I TYPICAL DRIPLINE WITH II EMITTER SPACING AS NOTED. TIE DOWN STAKE I AT ALL TEES, ELLS, AND I I AT 4' O.C. AT CLAY, 3' I I o.c. AT LOAM, OR 2' o.c. I I AT SAND. I I DRIP INDICATOR (IF ---ll-1--f, ZONE BOTTOM ½ SEPARATELY. 5. LOCATE DRIPLINE LINES 1 8" MIN. AWAY FROM ALL PAVED AREAS EXCEPT WHERE PLANTING IS LESS THAN 36" O.C. IN WHICH CASE THE LINES SHALL BE PLACED 2" TO 4" FROM DRIP PERIMETER. fi::F,:::::::::::L'.J:::::i:::':=:u::::::::~;::;:ilSPECI Fl ED) SEE NOTE 1 ~#,=::::ii::::u=fJ ~ FLUSH VALVE OR CAP '= END FEED EXAMPLE AT LOW END, AS NOTED. CENTER FEED EXAMPLE EXHAUST HEADER ( S '; TYPICAL DRIPLINE LAYOUT REQUIREMENTS -RAINBIRD XFS '-, SCALE; NTS OCWD APPROVAL MAXIMUM LATERAL LENGTH /FEET) EMITTER FLOW RATE GPH 12" SPACING 18" SPACING PSI 0.42 0.6 0.9 0.42 0.6 0.9 15 352 273 155 374 314 250 20 399 318 169 417 353 295 30 447 360 230 481 413 350 40 488 395 255 530 465 402 50 505 417 285 610 528 420 60 573 460 290 734 596 455 LATERAL FLOW PER 100 FT (GPMJ EMITTER 12" 18" FLOW SPACING SPACING 0.42 GPH 0.70 GPM 0.47 GPM 0.6 GPH 1.02 GPM 0.68 GPM 0.9 GPH 1.53GPM 1.02 GPM APPROVED: ____________ _ MAXIMUM FLOW PER ZONE MAX GPM PSI LOSS SCHEDULE 40 PVC HEADER SIZE 1/2" 4.7 GPM 7.7 PSI 314" 8.3 GPM 5.6 PSI 1" 13.5 GPM 4.2 PSI 1-112" 33.9 GPM 2.9 PSI 2" 52.4 GPM 1.9 PSI POLY PIPE HEADER SIZE 112" 4.7 GPM 8.8 PSI 314" 8.3 GPM 6.3 PSI 1" 13.5 GPM 4.8 PSI 1-1/2" 31.8 GPM 2.9 PSI 2" 52.4 GPM 2.2 PSI SUPPLY HEADER SECTION 5 10 ......... ".,".,".,"•" .,".,".,".," ... ".," .. ".,".,".,".,".,"." ... ".," .. ".,".,".".," .. ".,".,"'.,".,".,".,"./.,"' .. ".,".,".,".,"., ........................ ,,. .................................... .. ...................... EXHAUST HEADER SECTION G) PLANTER EDGE @ DRIPLINE TEE @ CONNECTION TO PRESSURE COMPENSATING DRIPLINE @ PVC SCHEDULE 40 PIPE TO CONTROL VALVE @ MULCH PER LANDSCAPE PLAN. SEE PLANTING SCHEDULE FOR DEPTH OVER DRIPLINE. @ 2-WAY TRANSITION TEE FROM DRIPLINE TO PVC (2) PVC BROWN LINE SIZED PER PLAN @ PIPE TRANSITION POINT @ PVC SHEDULE 80 RISER (@) FINISH GRADE ([j) PLANT LOCATIONS SHALL BE SPACED PER PLANTING PLAN BETWEEN DRIP LINES (TYP.) (jJ) PVC BROWN LINE OR BLANK DRIPLINE TUBING (NO EMITTERS) (jJ) FLUSH VALVE LOCATED AT EACH EXHAUST HEADER (. 4 "'! DRIPLINE SUPPLY AND EXHAUST HEADERS '-, SCALE: NTS G) JUMBO RECTANGULAR VALVE BOX (19.8" X 26.3") WITH BOLT-DOWN COVER -PURPLE IN COLOR WITH "RECYCLE WATER" INTEGRAL LETTERING IF USING RECYCLED WATER, GREEN IN COLOR IF USING POTABLE WATER -HEAT BRAND VALVE & CONTROLLER ASSIGNMENT IN 2" TALL CHARACTERS ON COVER. @ CONTROL ZONE KIT SEE LEGEND FOR TYPE & SIZE (IF SPECIFIED) @ (2) PVC ST ELBOW (TYP.) @18" SERVICE COIL WITH PENTITE OR EQUAL WIRE CONNECTORS. @ BALL VALVE/ISOLATION VALVE -SEE SCHEDULE FOR TYPE & SIZE @ PVC SCH. 80 NIPPLE (TYP.) (2) SCH. 80 PVC UNION 14 @ PVC PIPE -CUT TO FIT (TYP.) @ PVC PRESSURE LINE (@) 3/8" PEA GRAVEL 1 CU.FT. ([j) VALVE ID TAG AND RECYCLED WATER TAG (ENGLISH & SPANISH) -IF USING RECYCLED WATER (jJ) BRICK SUPPORTS (CONTINUOUS) (jJ) PVC SS ELBOW Q1) WATERPROOF WIRE CONNECTERS, WIRE SPLICES SHALL BE MADE USING "SCOTCH-PAC", "PEN-TITE","DBY", "SPEERS", DS-400 OR APPROVED EQUAL. @FILTER-SEE SCHEDULE FOR TYPE & SIZE (j]) CONTROL VALVE-SEE SCHEDULE FOR TYPE & SIZE 15 =7 I SEE SPECS. --FLOW 10 SECTION/ELEVATION NOTES: 1. INSTALL ONE VALVE PER BOX. 2. TEFLON TAPE SHALL BE USED AT ALL THREADED CONNECTIONS. 3. SET TOP OF BOX AT 3" ABOVE FINISHED GRADE IN PLANTER AREAS. 1" ABOVE IN LAWN AREAS. INSTALL VALVE BOX EXTENSION IF NECESSARY. ( 3 '; REMOTE CONTROL VALVE DRIP ZONE ASSEMBLY '-, SCALE; NTS SEE SPECS. l ,. I 2 '- = PLAN VIEW 4 8 G) 4" GREEN ROUND FLAT DRAIN GRATE, PURPLE IF USING RECYCLED WATER @ BUBBLER WITH FACTORY INSTALLED PURPLE CAP IF USED FOR RECYCLED WATER. @4" RIGID NON-PERFORATED DRAIN PIPE @ FINISHED GRADE @ SCHEDULE 80 8" RISER @ SWING JOINT ASSEMBLY - (1) 4" NIPPLE, (1) PVC STREET ELL, ( 1) MAR LEX FITTING (2) PVC TEE (FPTxSLIP) @ PVC LATERAL PIPE @PVC OR POLYETHYLENE LATERAL PIPE (SEE PLAN) ;r----.!.->-1--~ (@) TREE STAKE BEYOND "----------------L.=~,:__J------"' ([j) TREE ROOT BALL SECTION/ELEVATION NOTES: 1. 2. 3. 4. 5. --' I , ALL FITTINGS SHALL BE SCH. 40 PVC. ALL NIPPLES SHALL BE SCH. 80. CLOSE NIPPLES (1'') SHALL NOT BE USED. INSTALL PVC ELLS SO AS TO TIGHTEN WITH DOWNWARD THRUST. TEFLON TAPE SHALL BE USED AT ALL THREADED CONNECTIONS FROM THE PVC LATERAL TO THE BASE OF THE HEAD . HEADS SHALL BE INSTALLED 6" MINIMUM DISTANCE FROM ALL HARDSCAPE. BUBBLER BELOW GRADE -RIDGED SWING ASSEMBLY SCALE:NTS 2 G) FACTORY INSTALLED PURPLE CAP IF USED FOR RECYCLED WATER. @ FINISHED GRADE 12" MIN. 3 @POP-UP SPRINKLER BODY SEE IRRIGATION LEGEND FOR MODEL SECTION/ELEVATION NOTES: 5 @ SWING JOINT ASSEMBLY - (1) 4" NIPPLE, (1) PVC STREET ELL, ( 1 ) MARLEX FITTING @ PVC TEE (FPTxSLIP) @ PVC LATERAL PIPE 1. ALL FITTINGS SHALL BE SCH. 40 PVC. ALL NIPPLES SHALL BE SCH. 80. 2. CLOSE NIPPLES (1") SHALL NOT BE USED. 3. INSTALL PVC ELLS SO AS TO TIGHTEN WITH DOWNWARD THRUST. 4. TEFLON TAPE SHALL BE USED AT ALL THREADED CONNECTIONS FROM THE PVC LATERAL TO THE BASE OF THE HEAD. 5. HEADS SHALL BE INSTALLED 6" MINIMUM DISTANCE FROM ALL HARDSCAPE. ( 1 ,; IRRIGATION HEAD-POP UP-RIDGED SWING ASSEMBLY '-, SCALE; NTS ~ ~ t-' :;i 0 :ii ~ 0 z "' 0 g U),. "' . ~ -" z "' o I u • "' . ~ " < / "' go Cl .i "' ~ ~,. <o _, 0 u "' "' "' "' 0 D <D z "' < cl z "' 0 / F= -~ «~ >-u ~.3--1----C--i=--------------11--------~---------~-~---~------------------~---~RE-~-E-~-D-,------~------------------------------j~~ Stantec IRRIGATION DETAILS :t N~C,~ JAMBOREE ROAD PAVEMENT REHABILITATION ,.,. s3 v1 AND RECLAIMED WATER CONVERSION ~; CHRIS OLSEN, DIR. OF ENGINEERING DATIE C-7885-2 RECORD DRAWINGS These Record Drolff199 how beet, prepcired baled on the best available irfcrmotiori. Ylhle this lnfamallon ls believed ta be rell~e. City of Newport Beach ts nat re!iponsllle for Its accuracy. nor the errors or orniniom lfflidi may or may not h011e been lncorpol"O'!ed iito these ph::r,s. 38 TECHNOLOGY DRIVE. STE 20D IRVINE, CA 92618 UNDER THE SUPERVISION OF: A.STEVEN COOK R.L.A. 4053 (949) 923-60D0 TEL (949) 923-6121 FAX 10/29/21 DATE DESIGNED: CHECKED: DRAWN: PATRICIA CARPENTER RCE 89793 ASSOCIATE Cl~L ENGINEER ID2 ~~ 1---------------------~------~,.;,i; ill 04/14/23 RECORD DRAWINGS CITY OF NEWPORT BEACH R-7017-S t:l ~ DATE: DATE 10 /29 /21 >---------< 15 ;:,- 10 29 21 NO. DATE DESCRIPTION OF RE~SIONS APPROVED :_______ PUBLIC WORKS DEPARTMENT SHEET 22 OF 35 $~ ~-----------------------------------------------~----------------~--------~----~-~~~~-~---~------------------~--~---------~--------------------~------~,o \ ~\ '\H\G WAY _ 1- ::I: (!) ~ w ~ al <C fil u P±Dn / u, ~ I 30"W ol ll 3 "W Underground Service Alert '«' RE I-'. ) 1/ u "' 1-800 ITT 422-4133 30"W 30"W -- ~ ffi ~~]--~ ---~I ~================~L ___________ _J_ _________________________ l _. 6-J --~ -~=-==--=-==---=...:=-=~=-=-=-==--=--=--=:..=...::L -=-=-=~~= ~ ! _ __ ___Ji:::ct ______ L--~~=--=~-::_:====:___ _________ __t__-~--~=11 I al -~I I w & I ~ ,/ ,o / / \ -~/ \ / 12.+00 I 13+00 I " ---1o"w----1o"w---- " ----1o"w----10 wT 1D"w----10 w /-1a"w----I -------- l!I I I 14+00 I ~ 11 19+00 0 03-13 , I 18+00 a, I 17+00 + ----;;-------------;1lf4,-.~oo / ~ -----------1·5"'!'00 ' ''\ I I p~\ffilT71] , ----rn"w----10"w----1o"w-~ CW C1 \mrrJ1 v, JAMBOREE ROAD " ---1o"w----1ow W 10--w----10 w-,o"w----Z 1o"w----1o"w----" --1o"w----1o"w----1o"w----tow---------- 1o"w----1o"w----1o"w----1o""w---- 1o"w----1o"w---- ---- --------Ill ---- I tO"W 1o"w tO"W 10"W ---- /_ tO"W 1D"W ~171 I I I I I I ---- ~ ✓ - .;,:: .. ,., . """' __ ,. / •n"'lll . ,,., ..... / .,. ..... GRAPHIC SCALE I 30 0 30 0 .. SCALE: 1" = 30' --------------------- -- . 1n"W A'r"w ..... w 1n"w N ,, __ _ . ___ 1o"w----,aw tO"W tO"W 1o"w_ I " ---,o"w----to'W--- -I , --1o"w----1aw-- - -i-----to"w----o-w--_ --- 1 ,. 'N I I I I JAMBOREE ROAD ,. ;.. I ~ N 21+00~ ' I 30"W • -"W -30"W / 20 ♦1 ( 10 3o•·w 3Q"W / 10"W ,z 1o"W 36 .. 50 3611S0 GRAPHIC SCALE 0 20 SCALE: 1" = 20' 22+00 I JO"W 30''W 30"W / 30"W JO"W / 1o"W 1o"W 30"W / tO"W 10"W 23+00 I 3Q"W I 03-06 I)' I 03-08 I 1o"W JO"W / 30"W 30"W \ t 03-06 ] \ o3-o5 1 • -r ' ' ' ' 30"W '-\~_tit 30"W , I, I , 03-06 ] ~ t i o3-05 I ~n n\ I I I I I I I C C !" y, ·10 ·.o I": JO"W j rf"V/· n I VALVETABLE : I - I VALVE JO"W / .~I r.S:-:':C::--:HE=cD:::U-:'-LE=-+:-=:::--------------t;:;=---t=:::-------t=-:---t=~-;:;;::;--t-;:;;:;-;----t~-:;;:--;:;;;:;;---t;;;=;;;------J _ NUMBER MODEL SIZE lYPE GPM DESIGN PSI PSI PSI @ POC PRECIP REMOTE CONTROL VALVE -RECYCLED WATER 2" AREA FOR DRIPLINE 29.58 20 24.72 27.26 1.44 in/h -1o"w---1 1 2 REMOTE CONTROL VALVE -RECYCLED WATER 2" AREA FOR DRIPLINE 28.86 20 24.38 25.49 1.44 in/h ' 10"W ,o"W o/ I f-::3:----+=:-:-::::=-=-==:-:--c:-::-:-:=----:=:-:=-=--::-:-:-=:--lr-:---+.-::=:---==-===::--::,=-t.;-;;-;:--t;;-;::----t;:::;-;;-:;---t;;-:;-;;-;;-----t:-:-:-:-~-j REMOTE CONTROL VALVE -RECYCLED WATER 2" AREA FOR DRIPLINE 29,06 20 23,23 23,62 1.44 in/h & ~ 60 36''56 I 36"SD I ~ 36"5D 35'·50 36'1S0 36"SO 36"SD 36"SD OCWD APPROVAL .., 4 ~ ; REMOTE CONTROL VALVE -RECYCLED WATER 2" TURF ROTARY 33,60 30 36,79 42.43 0.62 in/h 5 ~ REMOTE CONTROL VALVE -RECYCLED WATER 2" TURF ROTARY 33.03 40 46.19 55.31 0.6 in/h 6 ~ REMOTE CONTROL VALVE -RECYCLED WATER 2" TURF ROTARY 33.05 40 48.61 58.93 0.61 in/h 0 z "' 7 0 ~ REMOTE CONTROL VALVE -RECYCLED WATER 2" TURF ROTARY 30.86 40 51.49 58,36 0.61 in/h U),. 8 "' • ~ -" REMOTE CONTROL VALVE -RECYCLED WATER 3/4" BUBBLER 4,00 30 33.5 27,7 1.88 in/h z "' 9 o I REMOTE CONTROL VALVE -RECYCLED WATER 2" TURF ROTARY 33,02 40 53,96 58,3 0,6 in/h u • 10 ~ ~ < / REMOTE CONTROL VALVE -RECYCLED WATER 2" TURF ROTARY 34,60 40 53,9 55,76 0.6 in/h 11 3: gi REMOTE CONTROL VALVE -RECYCLED WATER 1" BUBBLER 7.60 30 44.15 15.92 5.4 in/h Cl .i 12 LL.I ~ ~,. REMOTE CONTROL VALVE -RECYCLED WATER 2" TURF ROTARY 33.99 40 53.54 51.24 0.6 in/h 13 :5 g u "' w "' REMOTE CONTROL VALVE -RECYCLED WATER 2" TURF ROTARY 32.94 40 51.72 44.77 0,61 in/h 14 "'0 D <D z "' REMOTE CONTROL VALVE -RECYCLED WATER 3/4" TURF ROTARY 1.74 30 32.94 -4,5 0.76 in/h 15 < cl z "' REMOTE CONTROL VALVE -RECYCLED WATER 1-1/2" AREA FOR DRIPLINE 30.99 20 24.88 19.81 1.44 in/h 16 °/ APPROVED:_____________ ~ ~ REMOTE CONTROL VALVE -RECYCLED WATER 3/4" BUBBLER 3.00 30 33,23 -5,31 1.77 in/h CHRIS OLSEN, DIR, OF ENGINEERING DATE ~ J-~ ______ L_ _________ --IL_--------.----------,---,----,--------------------r----,===--------,-----------------------------7 ~ ~ ~ RE~EWED: IRRIGATION PLAN I O C-7885-2 \I Stantec ~~L~ JAMBOREE ROAD PAVEMENT REHABILITATION ;: TWO WORKING DAYS BEFORE YOU DIG :\/l:r~~og;6~:IVE. STE 200 i~!;l ;~;=:fi~ F~~ 53 PA1RICIA CARPENTER RCE 89793 AND RECLAIMED ~~ TER CONVERSION !o i. "CAUTION": REMEMBER THAT THE USA CENTER UNDER 1HE SUPERVISION OF: & 04l14I23 RECORD DRA'MNGS ASSOCIATE Cl~L ENGINEER f----------------------,---------1 "'cl ~~ Calle TOLL FREE RECORD DRAWINGS NOTIFIES ONLY THOSE UllllllES BELONGING TO These Record Drolff199 haw beet, prepcired baled on the best available irfcrmatiori. Ylhle DESIGNED· DRAWN· /\ R 7017 s w THE CENTER. THERE COULD BE OTI-lER UTILITIES =~n:n:i:i!b!~tm~::~1~~~~;'~:n~~:,~e~'ri"f:;:e011;~/«ltaaccuracy.nor the 10/29/21 CF • • ill 04/15/22 MODIFIED IRRIGATION CITY OF NEWPORT BEACH --w ~ PRESENT AT THE JOB SITE. THE CENTER \11LL A.STEVEN COOK 1 o /29 /21 f----------1 ::i; ;:;- L2IN=FO=RM=YO=U=O=F=™=O=M=TH=E=Y=W=l~=NO=TI=FY=·=:::::::=--__________________________________ j_R_.L_.A_. _4o_5_3 ___________ D_A_T_E_L ________ _Lc_H_Ec_K_ED_: _ _j__DA_TE_~:1~0~2~9~2~1L_N_O_j_. __ D_A_TE _ _L_D_E_s_cR_IP_TI_O_N_O_F_R_E_~_s1_0N_s __________ _j_A_P_PR_o_v_rn_j_D_A_TE_=~============~_L _____ P_U_B_L_1c_w_o_R_K_s __ DE_P_A_R_T_M_E_N_T ____ L_sH_E_E_T2_3-'-o-F_3_5__, ! ~ . L ~ I Ill I \ tflYIATif Rli GEN f\Y /"/ \ 11 I ' / I "" ' -,,,, ____ 1o"w--UcC> , --1o··w--1--1ow_ -,, ---,o··w----,o-w--~ ,o"w----10 w--,o"w-- 30"W ,a' w 30"W ,O'"W 30"W / .. ----1D"W--, -1o"w----10 w I -ul''w--- 1 1o''W 10"W 10"W 10"W -10"W ·r- 10"W 10"W 1o"W 1o"w JAMBOREE ROAD / -~ - I I ~ .., I . ~ 10"W _. Li. / 10 ·w 7 ,o W ,o .. w -,,-10"W ,a"w / / / ----------- ----- ----a ------- / ,u n / .. 1 .. ,u n ,u .. / 10 W /_ / / / / -- -- 0 ---------- -- '" .. ,u .. .. JAMBOREE ROAD 0 N + C") C") 1-. :I: <( (!) I--U) ct: WW z> -o .J al ~ <( ~ :E I--- - Underground Service Alert '«' RE I-'. u "' 1-800 ITT 422-4133 / / ---------- ---------- -------- ........ , / .. / / ---- GRAPHIC SCALE 40 0 40 120 SCALE: 1'' = 40' rn""' tn"w. 1n"w / / OCWD APPROVAL 1n"w-10"W I EX. 1 O" POTABLE WATER MAIN_/ -------------- 1n"w ----- .10'-W~ / 1n"w. ,,, .. ,., . ...... , ---- ------------ -------- ------------ -------- -- ---- ----., ' , ~ .., 0: 5 ~ ~ 0 z "' 0 g U),. "' . ~ ... z "' o I u • "' . ~ " < / "' g' Cl .i "' ~ ~,. <o _, 0 u "' "' "' "' 0 D <D z "' < cl z "' 0 / APPROVED:_____________ ~ ~ CHRIS OLSEN, DIR, OF ENGINEERING DATE C-7885-2 ~ J-f---______ L_ _________ --IL_--------.-----------.-----,----,---------------------r----,-===---------,-----------------------------7 ~ ~ ~ RE~EWED: IRRIGATION PLAN I O \I Stantec ~~L~ JAMBOREE ROAD PAVEMENT REHABILITATION ;! TWO WORKING DAYS BEFORE YOU DIG :\/l:r~~og;6~:IVE. STE 200 i~!;l ;~;=:fi~ F~~ 53 PA1RICIA CARPENTER RCE 89793 AND RECLAIMED ~~ TER CONVERSION !o i. "CAUTION": REMEMBER THAT THE USA CENTER UNDER 1HE SUPERVISION OF: & 04l 14123 RECORD DRA'MNGS ASSOCIATE Cl~L ENGINEER f----------------------,-----------1 "'cl ~~ Calle TOLL FREE RECORD DRAWINGS NOTIFIES ONLY TI-JOSE UllllllES BELONGING TO These Record Drolff199 haw beet, prepared baled an the best available irfcrmatiari. 'Mlle DESIGNED· DRAWN· /\ R 7017 s "' THE CENTER. THERE COULD BE 0TI-lER UTILITIES =~n:n:i:i!b!~tm~::~1~~~~;'~:n~~:,~e~'ri"f:;:e1111;':/«ltaaccuracy.nar the 10/29/21 CF • • ill 04/15/22 MODIFIED IRRIGATION CITY OF NEWPORT BEACH --w ~ PRESENT AT THE JOB SITE. THE CENTER \IILL A.STEVEN COOK 1 o /29 /21 f-----------1 ::,; ;:;- L2IN=FO=RM=YO=U=O=F=™=O=M=TH=E=Y=W=l~=NO=TI=FY=,=:::::::=--__________________________________ j__R_.L_.A_. _4o_s_3 ___________ D_A_T_E_L ________ _Lc_H_Ec_K_ED_: _ _j__DA_TE_~'1~0~2~9~2~1L_N_O_j_. __ D_A_TE _ __LD_E_S_CR_IP_TI_O_N_O_F_R_E_~_s1_0N_s __________ _j_A_P_PR_o_v_rn_j_D_A_TE_:~============~_L-----P-U_B_L_1c_w_o_R_K_s __ DE_P_A_R_T_M_E_N_T ____ L_sH_E_E_T2_4_o_F_3_5__, ! ~ ----------- 2 0 ------------------------------ -, =-- - =--- ---------- ---- ---------------------------------------- .. ✓ .. GRAPHIC SCALE 0 20 60 I SCALE: 1'' 20' / / / / / ------- --------- - ----------- ----ffi33.0 -1.. 2" ~ 2" ---- ------------------ / / --------- - / ----------- ---- ------------------- / ---------- --------- ---- ---- ---------- -= - ---------- " =--K " =--'"> :--. \ / K" \ ---- - EX. 30" POTABLE WATER MAIN ---- ------------------------ / / ------------------ ---------- ---4.00 -- -_30.9© -=----2" \ -=----¾■2"--4 2" -------- ---------- -- ---------- ------------ ------------ / / / / / / / / JAMBOREE ROAD - - ---- .&, / / / / / / 0CWD APPROVAL / / / / / ~ .., a: 1:l ~ ~ 0 z "' 0 g U),. "' . ~ -" z "' o I u • "' . ~ " < / "' g' Cl .i w ~ ~,. <o _, 0 u "' w "' "' 0 D <D z "' < cl z "' 0 / F= -~ APPROVED:----------C-7885-2 ~] CHRIS OLSEN, DIR, OF ENGINEERING DATE ~ / ~---==--=:::.::....::::__:::__:::_:===--___::=~----------,-----------,--------,----,--------------------,-------,===------,--------------:===--=--==-:=-:-:=-~=--:----------,~~ ~ RE~EWED: IRRIGATION PLAN ~~ \,I Stantec ~~L~ JAMBOREE ROAD PAVEMENT REHABILITATION ~: 38 lECHNctOGY DRIVE. STE 200 (949) 923-6000 TEL 53 AND RECLAIMED WATER CONVERSION ~ ~ TWO WORKING DAYS BEFORE YOU DIG IRVINE, CA 92618 (949) 923-6121 FAX PA1RICIA CARPENTER RCE 89793 o '° 1 04/14/23 RECORD DRA'MNGS ASSOCIATE Cl"L ENGINEER i----------------lP_3 ______ --,-=----=--=-----=:--:::------I ~ :0•· "CAUTION": REMEMBER THAT THE USA CENTER I..I:,. " ~ RECORD DRAWINGS NOTIFIES ONLY THOSE UTILITIES BELONGING TO These Record Drolff199 how beet, prepcired baled on the best available irfcrmotiori. Ylhle DESIGNED DRAWN· /\ c OF NEWPORT BEACH R 7017 S w "' THE CENlER. THERE COULD BE OTHER UTILITIES this lnfamallon ls believed ta be rell~e. City of Newport Beach ts nat re!iponsllle for Its accuracy. nor the / / : • ill 04 /15 /22 MODIFIED IRRIGATION ITY --w IN PRESENT AT THE JOB SITE. THE CENTER WILL =~~~;u;=,h;a,moyocm,y,atho~b,~l,""1''"'"''010th-pl~• A.STEVEN COOK 10 29 21 OF 10/29/21 f-----------1 ::>;;:,- L~IN~ffi=R=M=Y=OU==OF=~=OM=TH=EY=Wl=LL=N=OT=IF=Y==::_ ____________ --= _____________________ J__R_.L_.A_. _4D_5_3 ___________ D_A_T_E__.l_ ________ __LC_H_EC_K_ED_: _ _j__DA_rr_~:1~0~2~9~2~1L_N_0_j_. __ D_A_TE _ __L_D_E_S_CR_IP_TI_0_N_0_F_R_E_~_SI_0N_S __________ _j_A_P_PR_O_V_ED..J..._D_A_TE_:~=============--1...-----p-LJ_B_L_IC_W_O_R_K_S __ DE_P_A_R_T_M_E_N_T ____ '--SH_E_E_T2_5_□_F_3_5~ !~ UNDER 1HE SUPERVISION OF: --------------- ------------------------------------------------------- / / / / / / / JAMBOREE ROAD ~ 33.6~ + \U\ --It: --=--~ ------------------------ ALSO LOCATED IN THESE PULL BOXES WILL BE THE FLOW SENSOR CABLE AND THE MASTER ~ ~ 1½· 2~. ¾ .. 2.. 2.. 2-~R-F_s_ -~-~~-F _ ; r2" 1 03-01 IJ -~~,...,,....~..,.,,..~~~~~...,........'""::.__ , 03-08 1• A 03-04) 03-011) rl 03-04 I VALVE WIRE. BOTH RUN FROM THET-----------1 CONTROLLER TO THE RESPECTIVE EQUIPMENT. <( t-\ , --~ ~ -fK ~ ~ 1-K --,K, -• K°' 1K -K -''" • --,.~';' ;:'01 t-- - --'-,_ ----K ' K' ,K.~ ~ K W,lr .1.'"" ,..,,., .=, , '-/ ,' F,.">,=-✓ --,=~ ~ w -__::-----~ _,,./~ I K '' i;,,' v -V \/ ~ ~-1:""'/, / ,,wil\lil, \ \. /""' \. _/ b ➔ / ::1 .' '_, -,~' "/ ' -~ ., ' en W ~-{gf ,/\'K '\/'K(y ',K'y\>&K , ~1¼'.•~~t ,//'°;'\ /\. =/\17 ~K' ,'c-~~t;:,~-~ M 'ri--,~ '-+--;>. ,.:.,, '·,", 1' {•; --~ ''0.t -;'.r /••w: --..--,, -A W ]:: \J IK /' ~ /, ,~ I \.. K K -....... K I L , >! L _,,-w:,----\.10 _ b ~K L K 1 -, '"'I zen J'' 1, ,= K , --~, ------ ; \.. """" '\. ., K .._, K .... ..... .... ... ... ~ • -_,,--""O"W .)..,. ..O"W • /-,o,· w -.~ .. ,.. ao''W JO''W i --, -:\.K ..._ " " .., ' .;,,... -~ -O"W 1 ii~ 30"W JO"W .., -, ' .., .,..._ ,~---JO"W - -..J w ~--...,,,,. ~ .,,...._ "'30"'W ~u O"W ---✓-31 ,.. ¾"-), JO''W ::Y•"w JO"w-:c w --,O"W -'0 ¾· 1¼" 1-1/2" RECYCLED WATER METER, - - - -AS BUILT LOCATION OF WATER MET~· d/P17 JO"W ~ ,: 0 en 2" SERVICE -SEE RECLAIMED WATER ---> ---~) C 1 EX. 30" I OTABLE WATER MAIN ~ PLAN AND PROFILE -SHEET 30 ~-~ALSO LOCATED IN THIS PULL BOX WILL BE ~ , " THE FLOW SENSOR CABLE AND THE MASTER ,-= +-VALVE WIRE. BOTH RUN FROM THE CONTROLLER TO THE RESPECTIVE EQUIPMENT. - / / / / EXTENSION OF RECYCLED ------ WATER LINE SEE SHEET 30 3o"w RW ------ ..sz::: .--== -==="Ii. RW RW RW RW RW ---------- 0 ._ ~ l:' co (!) It) -. ----------------------------------- JAMBOREE ROAD .'r<S> ------- ------------- - / EX. 16" RECLAIMED WATER MAIN / ~ ;! ~cn -. I 0 w / 3 '\29.1 1 2 ~ \2" • I / - RW .. w -----------~ --' ~ l:':J ';=;-r;-~;~~~-=== }\ \L =-"_ ¾ .. 2" ' JA.,; MBOREE ROAD W O --t -•o·rw •--t ·w' I I__! 1·1. 1 1 ,--,1 -~=-I0309 ~ I , 2" Q . -1 1 1 1 1 1 -~--=E:::---,,-v -J OC1 ,.... --0 "' '<: W --1, J'O"tw I I r r I 1-,-, I--A ,~----\L-...-60+00 ~~ J-,o·rw,-H ~·,w~ I I 111111111 -\L == .v .r-~-=a-1• 1½• • 1" / • ~FS •-. MV -FL '-I C/)<( 1--t ao·,w~ ,a·~,-I ////,////•~1,~== '--.~-¥ !ltO~ 03-07 .. ~~-03-01 1) f).\2, .C.\--::_2"~~ • _T,_2" ~ ~ EX.30"POTABLEWATERMAIN ,1 1 11 111111111111111111 1111111 m111111~1.1~1"111 c,,.__1'1==-:1 II 111 "1-~-~~~··•• .. ~ .. ·~ .. ~ .~ .. ~ .. 1·.r--~ 1·: ;~ ~r-wl -1111111111 11-~ ~ 1 .. ~·••• ....... ~Iii ----------- Underground Service Alert ! ____,/P4 I ' , , ./ .. , , .. , , • =--l-~ W W ; ------(cw;c1 io3-os v. 103-10 { •••• ,\ •••• -~ •............. ~.......... • •• ~: ••••••• :_· ~ ~ ~ 7 ---/.-----r=-;c;c-, r=-;c-;-1.// \r=-;c;c-, '\.i 03-06 I I 03-05 w \.j 03-06 IJ -' w -k::::::::: ,a-., ALSO LOCATED IN THIS PULL BOX WILL BE ---03-05 I) I D3-06 IY o3-05 I l:° W :,o-•w =-ao"w THE FLOW SENSOR CABLE AND THE MASTER A J-(.) C/) -Jo"w ao"w _ VALVE WIRE. BOTH RUN FROM THE LL:, Jo" CONTROLLER TO THE RESPECTIVE EQUIPMENT. ~<( -"TW ~o"w .30"W Jo"w - -- 7 -- OCWD APPROVAL Jo"w- r--6'"W ·-B"W • I 3' I I JO"W , .... - Jo''W 6"W .3D"W 6"W JO"'W 6"W -------- JO"W 6"W JO''W 6"W JO"W ,·-w ----------- ~ I I I "' I " i I . ) I I I I .. I I I I ,,........,S.ANTA E,ARBA~A F DRIVE I I I "' I I EX. I rn· '"'"'"" {"" '"' i I I SANTA BARBARA • r-- - / I ~ " a: as 0 ~ ~ 0 z "' 0 g U),. "' . ~ ... z "' o I u • "' . ~ " < / "' go Cl .i "' ~ ~,. <o _, 0 u "' "' "' "' 0 D <D z "' < cl "<,f RE I'. ~~ Calle TOLL FREE GRAPHIC SCALE z "' 0 / APPROVED:_____________ ~ ~ CHRIS OLSEN, DIR. OF ENGINEERING DATE C-7885-2 ~ J-f---______ _:_ _________ J-_______ --.----------,-----,----,--------------------,----,:c:::-::==--------,-----------------------------j ~ ~ ~ RE~EWED: IRRIGATION PLAN I O \I Stantec ~~c.~ JAMBOREE ROAD PAVEMENT REHABILITATION ;! TWO WORKING DAYS BEFORE YOU DIG :\/l:r~~og;6~:IVE. STE 200 i~!;l ;~;=:fi~ F~~ 53 PATRICIA CARPENTER RCE 89793 AND RECLAIMED~~ TER CONVERSION !o i. "CAUTION": REMEMBER THAT THE USA CENTER UNDER THE SUPERVISION OF: & 04/14/23 RECORD DRA'MNGS ASSOCIATE Cl~L ENGINEER f---------------------,--------1 "'cl NOTIFIES ONLY THOSE UTILITIES BELONGING TO These Record Drolff199 haw beet, prepared baled an the best available irfcrmatiari. 'Mlle DESIGNED DRAWN /\ R 7017 s THE CENTER. THERE COULD BE OTHER UTILITIES .. ,, r,1amot1~ r, '"""'to"''"'"'•· aty •f N•,pori "'"' 1' ~• ~,.~••• f« •• =,=, "' lh• 10/29/21 ~ : : ill 04/15/22 MODIFIED IRRIGATION CITY OF NEWPORT BEACH --t:J ~ PRESENT AT THE JOB SITE. THE CENTER WILL =~«~;u;=,t,;ehmoyocmoyoolho~b,~f,eo,pom••••• .. -•~• A.STEVEN COOK ur 10/29/21 f----------1 ::>;;:,- L~IN=FO=RM==~=U=O=F=~=O=M=TH=E=Y=W=IL=L=NO=ll=FY=.===-----------------------------------.LR_.L_.A_. _4D_5_3 ___________ □_A_T_E___L ________ ...L.C_H_EC_K_ED_: _ ___J__DA_TE_~:1~0~2~9~2~1L_N_O___J_. __ D_A_TE _ __J_D_E_S_CR_IP_TI_O_N_O_F_R_E_~_SI_ON_S __________ __J_A_P_PR_O_V_ED...J....D_A_TE_:~=============....L.-----p-LJ_B_L_IC_W_O_R_K_S __ DE_P_A_R_T_M_E_N_T ____ ,_SH_E_E_T2_6_0_F_3_5~ !~ 0 "' 1-800 ITT~ 422-4133 20 0 20 60 SCALE: 1" = 20' RECORD DRAWINGS Underground Service Alert "<,f RE I'. GRAPHIC SCALE 20 0 20 0 "' 1-800 ITT~ 422-4133 SCALE: 1" = 20' 0 0 + ~ co co •N ~,_ f/J w w WJ: 2' f/J --J w xw ~ f/J : -------- ---------------- ffi28.9 2" ~II #_3 -1½" ---I l I t I-,-,- 1 " ' ' ' ' , ' ' ' ' ' ' 03-06 ' ----- ------ 1 " - r ' ' ' ------ ¾" 2" ffi29.6 ¥ 2" --2" ' ' ' ' - I ' ' r o:,.05 1 I I I I I I ' ' 03-06 o:,.05 1 ---I I I I I I I • I ,--r - 03-06 I --------- ------N --- I I ---- JAMBOREE RO~A~D---t--~ --- ¾" -rti I I J I o3-os 1 03-10 ' 00-06 ' I I I !' N I = !' N I i I I !ft I I ..:l' ------------ -' ' ' ' ' ' ' RW----Rw---- 1 68+00 I ' ' ,, ----RW-~. RW ---JO"W-=----Jo" 60 6"W--W----30•-..,_ --s"w---" ---Jo"w--s"w-----Jo"w- --B"W----6"W--~---JO"W----JO"W - -.w----,•-ws::::::::::i-- - - -JO"w--~ --Jo" .----=-6"W----" W----.30"W---=:::: 6 W--__ 6.. ---JO"W-_ w---.. --Jo"w-6 W----s"w----Jo"w-----e··w---Jo"w-- I I !' ---5•-... --3' ,,, ____ 6"W--W----Jo" ---e:"w----s"w-- 7 ---. ,-----,--- ------ OCWD APPROVAL --"W---Jo"w----Jo"w-- ,111n I ~ .,, a: in 0 ~ ~ 0 z "' 0 g U),. "' . ~ -" z "' o I u • "' . ~ " < / "' g' Cl .i "' ~ ~,. <o _, 0 u "' "' "' "' 0 D <D z "' < cl z "' 0 / APPROVED:_____________ ~ ~ CHRIS OLSEN, DIR, OF ENGINEERING DATE C-7885-2 ~ J, f---______ L_ _________ --IL_--------.-----------,-------,-----,---------------------r------,-===---------,-----------------------------7 ~ ~ ~ RE~EWED: IRRIGATION PLAN I O \I Stantec ~~L~ JAMBOREE ROAD PAVEMENT REHABILITATION ;! TWO WORKING DAYS BEFORE YOU DIG :\/l:r~~og;6~:IVE. STE 200 i~!;l ;~;=:fi~ F~~ 53 PA1RICIA CARPENTER RCE 89793 AND RECLAIMED~~ TER CONVERSION !o ~ "CAUTION": REMEMBER THAT THE USA CENTER UNDER 1HE SUPERVISION OF: & 04/14/23 RECORD DRA'MNGS ASSOCIATE Cl~L ENGINEER f-----------------------,----------1 "'cl ~~ Calle TOLL FREE RECORD DRAWINGS NOTIFIES ONLY THOSE UTILITIES BELONGING TO These Record Drolff199 haw beet, prepcired baled on the best available irfcrmatiori. Ylhle DESIGNED DRAWN /\ R 7017 s THE CENTER. THERE COULD BE OTHER UTILITIES th1' l,famoll~ 1' '"""'to"',.,.,,, aty 01 N,-,ori B,och 1' ~, ~,.~••• f« •• =,=,'"th' 10/29/21 ~ : : ffi 04/15/22 MODIFIED IRRIGATION CITY OF NEWPORT BEACH --t:J ~ PRESENT AT THE JOB SITE. THE CENTER WILL =~«~lnl=•t,;ehmoyocmoyoolho~b,~l,eo,po,olodololh-pl~• A.STEVEN COOK ur 10/29/21 f-----------1 ::>;;:,- L~IN=FO=RM==~=U=O=F=~=O=M=TH=E=Y=W=IL=L=NO=ll=FY=.===-----------------------------------..LR_.L_.A_. _40_5_3 ___________ D_A_T_E_L ________ _L_C_H_EC_K_ED_: _ _j__DA_T£_~:1~0~2~9~2~1L_N_O_j_. __ D_A_TE _ _j_D_E_S_CR_IP_TI_O_N_O_F_R_E_~_SI_ON_S __________ __J_A_P_PR_O_V_ED_J_D_A_TE_:~=============-'------p-LJ_B_L_IC_W_O_R_K_S __ DE_P_A_R_T_M_E_N_T ____ ,_SH_E_E_T2 __ 70_F_3_5~ !~ 4" KEY MAP.,,/ NTS ✓~,,. HYATT REGENCY ISLAND LAGOON DRIVE - '_r SEAVIS A DRIVE -------- .. ---1o"w----1o"w-- -1o"w----10 w-- -to"w----to"w---- to"w----1o"w----1o"w--------1o"w----to"w----_ --1o"w----1o"w----to''W----_ ----1o"w----_ _ - ----Jo"w---- " -- 22+00 +-_ .. 23+00 11-5 gal AM 25---5 gal \ .. ----3o"w----3o"w---- 3o"w----30 w 3o''W----30''W----" ---30"w----" ----Jo"w----Jow-3o"W----30 W .. ___ 1o"w----to''W-- ---1o"w----tow- 1o"w----1o''W-----to"w---- to"w----1 MS 3-=~-gal- 32-5 gal RR 18-5 gal 33---5 gal -3641S0--=: -==-36" -=· ----36"'"so------36''so----36 so __ ., ----36'•so=-----36"SD---- ---3e"so----J6 so -·=so----36'"so----• -==---=-36'"so----36 ~171 I , I I I I C I I I I I C C !" 1" r<} nl I I I I MS I I I I C !ii !,II io ~n n\ I I I I I I I I Ir\ --3,f"so-- - -3s=so----36 so -✓- 2X WIDTH OF ROOTBALL SECTION CD SHRUB OR TREE @ ROOTBALL -SET 2" ABOVE BACKFILL G) TEMPORARY COMPACTED EARTH BERM; OMIT IN TURF AREAS. SEE NOTE 2. G) PREPARED BACKFILL MIX @ FINISH GRADE @ DEEPROOT ARBOR GUARD IN TURF AREAS (j) MULCH -SEE PLANTING SCHEDULE FOR 1YPE AND DEPTH NOTES: 1. SEE SPECIFICATIONS FOR BACKFILL MIX. 2. COMPACTED EARTH BERM SHALL BE RAKED SMOOTH AFTER INITIAL DEEP IRRIGATION. NOTES: TREE TRUNK (1YP.) __ _ STAKE (1YP.) 18" O.C. FROM TRUNK PREVAILING WIND---- CD TREE ~ EQ. (1YP.) DOUBLE STAKE (24" BOX) PLAN @ PLUMB LODGEPOLE TREE STAKE, 2"X1 O' -0" G) MIN. (2) RUBBER CINCH-TIES, VIT CO. OR I APPROVED EQUAL TOP & BOTTOM 'I REQUIRED SPACED EQUAL ALONG STAKE. t USE 3RD TIE WHEN NECESSARY TO HOLD TREE IN UPRIGHT POSITION. ! I G) ROOTBALL, INSTALL 1" ABOVE GRADE & j0 ,. KEEP MULCH 6" CLR. OF TREE TRUNK. j J 12 MIN. SCARIFY PLANTING PIT EDGE. I BELOW ' ! PLANT @ROOT WATERING SYSTEM (IF SHOWN ORLU ¥---2X ROOTBALL DIA. ---.r{ HOLE SPECIFIED) ~ SECTION @ PREPARED BACKFILL MIX. SEE SPECS FOR FERTILIZER TABLETS. 1. TIE SHOULD PROVIDE FLEXIBILl1Y OF TRUNK BUT NOT ALLOW RUBBING AGAINST THE STAKE. 2. REMOVE ALL NURSERY TRAINING STAKES. 0,...~-cR_AL-;,-~_80_R_S_H_R_U_B_P_L_A_N_T_I_N_G ____________ .,_ 11 0 ~~;,~;LANTING (DOUBLE STAKE) ...... Underground Service Alert GRAPHIC SCALE - -~ JAMBOREE ROAD SANTA BARBARA _R 1¥t -- 7 - -------- JAMBOREE ROAD ·------- - SAN JOAQUIN HIJf S ROAD --\ '" ' I 'YiA ' Ill I GEN y I t -" ----1o"w----10·-w-- 1o"w----10 w -1o"w---- ,, ----.. ----' -- co 20-5 gal .. ----.. ---- AM 25---5 gal ,, ---- ------------.. ---- JAMBOREE ROAD 27+00 '----+----.,.. -7 ----.:,o"w----30"w-- -30"w----3O"W 3o"w----JO''w----3o''W----30' .. ----3o"w----3o"w---- 30"w----30 w :50"w----I , ----3o··w----3o"w---- --30"w----JO'W \ I . ---to"w----1o"w ., ----to"w----to'W-" ----1o"w----1ow -" ----to"w----10 w --1o"w----10 w " ----10''W----10 W _ -,, -♦o"w---- -1o"w----10 w I' ~~ ~~ ~~ r@ 1/2 D / ~J~, ------------~ NOTES: ::"s1,----__ 3e":: CD INDIVIDUAL PLANT (1YP.) @ EDGE OF PAVING, WALK, TOE OR TOP OF SLOPE 1. "D" IS THE SPACING AS INDICATED IN THE LEGEND OR SPECIFICATIONS. 2. SEE LEGEND AND SPECIFICATIONS FOR SPACING AND ADDITIONAL NOTES. 3, FOR PLANT INSTALLATION, SEE DETAIL LU ~ 3 GROUND COVER/ SHRUB TRIANGULAR SPACING PLANT SCHEDULE IBlli. ~ @ CF SHRUBS CODE 0 AM Q9 AR © CM ~ co 0 MS EB RR GROUND COVERS CODE ~ TH oc"::; ------~s . ISLAN t' L ~ I ~ D I L----~1 BOTANICAL / COMMON NAME CERCIS CANADENSIS 'FOREST PANSY' / FOREST PANSY EASTERN REDBUD 24"BOX BOTANICAL / COMMON NAME CONT ALOE STRIATA HYB. 'GHOST ALOE' / GHOST ALOE 5 GAL ALOE X 'ROOIKAPPIE' / LITTLE GEM 5 GAL CARISSA MACROCARPA 'GREEN CARPET' / GREEN CARPET NATAL PLUM 5 GAL C01YL£DON ORBICULATA OBLONGA 'FLAVIDA' / LONG FINGER 5 GAL MISCANTHUS 'SENTINEL' / SENTINEL MAIDEN GRASS 5 GAL ROSA RUGOSA / RUGOSA ROSE 5 GAL BOTANICAL / COMMON NAME CONT TURF HYDROSEED / DROUGHT TOLERANT FESCUE BLEND HYDRSD SEE CIVIL STREET IMPROVEMENT PLANS FOR AREAS COVERED. 1o"w--, SPACE AS SHOWN SPACING 3' o.c. 2.5' o.c. 3.5' O.C. 2.5' O.C. 4.5' O.C. 3.5' O.C. SPACE NA SCALE:NTS MU2 1YPE 5 MULCH / FOREST FLOOR MULCH 0"-2" MULCH NA AS AVAILABLE THROUGH AGUINAGA GREEN INC. ALL AREAS TO RECEIVE 3" THICK MULCH. -to" --=-=-=--to' 3o"w--- ZONE* lfil L/0.3 8 ZONE* Q1Y L/0.2 115 L/0.2 152 L/0.3 396 L/0.2 85 L/0.2 6 L/0.3 39 ZONE* Q1Y M/0.4 32,582 SF NA 8,196 SF "' • " a: § ~ 0 z "' 0 g U),. "' . ~ ... z "' o I u ., "' . ~ " < / "' g' Cl "i, "' ~ ~,. <o _, 0 u "' "' "' "' 0 D <D z "' < cl z "' 0 / F= .~ "'~ >-u '«' RE i,: ~~ Calle TOLL FREE u "' 1-800 ITT 422-4133 C-7885-2 20 0 20 60 ~.3--~---C--i=-----------~~-------~---------~-~---~------------------~---~RE-~-E-~-D-,------~------------------------------j~~ Stantec PLANTING PLAN AND DETAILS :t ~ SCALE, , .. = 20· ~~c~ JAMBOREE RoAo PAVEMENT REHABILITATION ,.,,, RECORD DRAWINGS :~:r~~0;;6~:l~Sl£200 i~!;l;~;=:fi~F~~ 53 AND RECLAIMED WATER CONVERSION ~~ TWO WORKING DAYS BEFORE YOU DIG ✓ ._ h.2 PA1RICIA CARPENTER RCE 89793 pp1 ;i1 0 ~.·. "CAUTION": REMEMBER THAT THE USA CENTER UNDER 1HE SUPERVISION OF: il::,. 04l 14123 RECORD DRA'MNGS ASSOCIATE Cl~L ENGINEER NOTIFIES ONLY TI-JOSE UllllllES BELONGING TO These Record Drolff199 haw beet, prepcired baled on the best available irfcrmatiori. Ylhle DESIGNED: DRAWN: /\ 1----------------------~--------I °' cl THE CENTER. THERE COULO BE OTHER UTILITIES :!'::,,:'':::i:";;~':\,~:'m~'!::1~;,,~~,:''~:,,"';::;':,~,J".~:;;::.~~i:.•«••=,=•""th' A.STEVEN COOK 10/29/21 OF ffi 04/15/22 MODIFIED PLANllNG 10129121 CITY OF NEWPORT BEACH R-7017-S t:J ~ PRESENT AT THE JOB SITE. THE CENTER \IILL t----------1 i5 ;:;, L~IN=FO=RM=Yo=u=o=F=™=O=M=TH=E=Y=W=l~=NO=TI=FY=·=::::::::_ __________________________________ J__R_.L_.A_._4□_5_3 ___________ □_A_T_E__j_ ________ __Lc_H_EC_K_ED_: _ _j__DA_T£_2:l~0~2~9~2~1LN=O~.L_:D~A~TE:___J_D~E=S=CR~IP~ll~O~N~O~F~R~E~~=Sl=ON~S:__ _________ _J~A~P~PR~O~V=ED:.LD_A_TE_:==============_l_ _____ P_U_B_L_IC_W_O_R_K_S_D_E_P_A_R_T_M_E_N_T ____ LSH~E=E~T~2~8~0~F~3~5~!~ ---- ------ 62+ I I I I I I I I I I ---=-JO"W-----JO''W--= --- AR 152-5 gal CM 395--5 gal ---------- ------------ EXISTING TREE ii! I I I I I: I ---- PROTECT IN PLACE (TYP.) ----- --------- 1-'d:l~~y n1~ ~~y -, , '+ E REB6 I --~ < I: -- - ~..tWooN W' DRIVE I ------------ -- ------------------------------- --~ ·-.,. --• -----JAMBOREE -CC:::::::---ROAD - ~vi'~~ -. --~ IV --· -· --------- --------- JAMBOREE ROAD .. -·· - N --- I I I °' I J< °' -_ ... .. ---···--- --- I !1~l! 1 S NTA Bj ,~~· r,A r= ----7 I I ' -------- -' - ' ' - ' JAMBOREE ROAD ·" -- ~----RW---- 1 68+00 I l ~t N Hl ~~·.~~~D gjW· \ "--- -' ::! :-- :;lc)-_c::~ _.., - ...__",17 F it\•1- KEY MAP,,,/ NTS ,,.,. ----Rw-~-RI --Jo"w=----J0'"r---- JU"'w----=-:3o"w-_ ---==-.. ' ' ~ ----- Underground Service Alert "<,f RE I'. 0 "' 1-800 ITT~ 422-4133 -B"'W---" JO W--~-JO" - B w----. w ---Jo"w-6'w----,·w ---Jo"w-------• --JO''w B"W----a··w-----Jo"w-------5•• ----JO''w--w --a"w---Jo"w-----6'' ---30•-w W----a"'w------JO"W----s"w----Jo"w-.. -- I ---- --s·-w----, _ ---30••w-___ .. 6'W ---s"w-~ .30 W---_30,, ---, W--W - - - -a"ws:::::::::::. - -Jo"w-- - - . r -s"w----" JO'W----Jo"w---c:::::: e w----.. ---Jo"w-s w---a" ----Jo"w---t ---a"w---Jo"w-----,.. --30, \ -.._ w----a"w------Jo'w--/ '\ --a"w----.30• --a"w--a·w---- 7 0 ------------ --- ---------------------- 0 --- -=-= ---Jo"w-_ --Jo"w-_ --Jo"w-- -JO" _, --Jo" I a 45+00 ----Jo"w-\ --3o"w- ) --30"W--__ 30 --Jo"w----3o"w---------------------- ----- GRAPHIC SCALE 20 0 20 60 --"W---Jo"w-- \ \ \ --Jo"w-- NOTES: g I I I I ,. • -w-n ' , ' ' ' --w- ' ,, ' -I I I I --w ~- <¾ A.'_ \f' I I I ' SEE SHEET 28 FOR PLANT SCHEDULE AND DETAILS. t 1r l!/{ ~[ rt> ' C-7885-2 ~ "' a: Q_ g ~ 0 z "' 0 g U),. "' . ~ -" z "' o I u • "' . ~ " < / "' g" Cl .i "' ~ ~,. <o _, 0 u "' "' "' "' 0 D <D z "' < cl z "' 0 / F= -~ <(~ >-u ~.3--~----------------~---------.----------,-----,-----,---------------------r-----,-===--------,-----------------------------7~~ ~ RE~EWED: PLANTING PLAN ~~ SCALE: 1'' = 20' \I Stantec ~~L~ JAMBOREE ROAD PAVEMENT REHABILITATION ~: TWO WORKING DAYS BEFORE YOU DIG :\/l:r~~og;6~:l'IE. STE 200 i~!;l ;~;=:fi~ F~~ 53 PATRICIA CARPENTER RCE 89793 AND RECLAIMED~~ TER CONVERSION !o i "CAUTION": REMEMBER THAT THE USA CENTER UNDER 1HE SUPERVISION OF: & 04/14/23 RECORD DRA'MNGS ASSOCIATE Cl~L ENGINEER f----------------------,----------1 "'cl ~~ Calle TOLL FREE RECORD DRAWINGS NOTIFIES ONLY THOSE UTILITIES BELONGING TO These Record Drolff199 haw beet, prepcired baled on the best available irfcrmatiori. Ylhle DESIGNED DRAWN /\ R 7017 s THE CENTER. THERE COULD BE OTHER UTILITIES \hi, l,lamoll~ 1' '""""to"',.,.,,, aty 01 N,,pori B,och 1' ~, ~,.~••• f« •• =,=,'"th' 10/29/21 ~ : : ffi 04/15/22 ADDED TREES AND SHRUBS CITY OF NEWPORT BEACH --t:J ~ PRESENT AT THE JOB SITE_ THE CENTER WILL =~«~lnl=•Mehmoyocmoyoolho~b,~\"""'°""''"'•lh-p\~• A.STEVEN COOK ur 10/29/21 f---------1 ::1;;:,. L~IN=FO=RM==~=U=O=F=~=O=M=TH=E=Y=W=IL=L=NO=ll=FY=·===-----------------------------------..LR_.L_.A_._4D_5_3 ___________ o_A_T_E_L ________ ..,Lc_H_Ec_K_ED_: _ _L_oA_TE_~:1~0~2~9~2~1L__N_O_L. __ D_A_TE _ _j_D_E_s_cR_IP_TI_O_N_O_F_R_E_~_s1_0N_s __________ __,_A_P_PR_o_v_rn...J_D_A_TE_=~=============_,_ _____ P_U_B_L_1c_w_o_R_K_s __ DE_P_A_R_T_M_E_N_T ____ ,_sH_E_E_T2_9_o_F_3_5~!~ 422.55 LF OF 8" C900 DR-14 PVC PURPLE PIP"LINE > ~l---------+-"'--1-------------1------l{TI[J - > 1------------➔,w-+------------+-----------, w ~ ~ "' 1-------1 135 l-------l----------------'\l-------+--------l-------------1---------------1-------------l------------l----+----+------l-------l{TI[J- m 3:: N ~ ,_ 1------------+"'=-,-';----~m+----------<1-----------, 1-------------+-------------f<-----+-------<i5J3,_-+--------------ll------"==/-1\"'-------;lj;SSl-----ll-------------+------------l-----ff~,,-----+-•----1----------1 1------------➔~~ 1'-----~-➔w-~----1------------< F<C-,. W c.c ;:::0 .uc5 <C i.:; _J .-IZ ~5l0 l-------------+-------------,,-----+-------i-z -~l----t-lfWj-----------+-----~,l--<111-----+------------1--------------+-----il>---->-----l----------i == t, ,-~-----+-----------< ...... :::;;!> -~ C/'l o3:: m wd 1------------+---------------'J-----+-----t~~;.,--,;~1---+if>!:-------------11--------i-'en1--~ x l-------------<;i0I J.,J.J_~ 11 tn -==-----1-----------1 0 W ~ -01--.!_. oZ lO ·;::~,.. o... ~uw en w N N ~o+ • +_JP ,....,a:::~ ~ LO= a:: ..,; t=-;;Ti,--t------j---------j . • ~cJ ,....N' <CW '< ~ lO ::--a:: 0 cbO O Q <C rJ CONO .... ..,. ..._ m _,_ 1-~ :::r: r. :r: ± 1-• 1--------------<__: t::. -" ..,. E->------+--------, :-:-ri:~, --HI ~-.;lil,,c-,;"';--~..,:r.;"';---------+-------::::,1°-(c)1-----+-------=r----=-ro,-+-------c-1,Tl,--v; 6 "........_N __ <.::}-<.0--\------+--------➔ :><.. ,.,-, -=r- ~ CO l{) ~~~ C",ILO mi.n ~~ 0 ::i: ~ :E ~oe'.:! ... ~ @"! c3 tf-O~ ~~fi t,;zt o~L, 1-------------;-------------i-------,c,•I-...J--:::::rr---.:.....__+-~ ~ ~ ~-I~ ~-0 :'.:li::::-~ ~r11-Z-~ :'.:?,c:'.U Y -~-~--~ co-a,a-~LP ~-< z-1--,------+--------➔ ~ ;:::: ~ Ti ;:! ~ ~ I ~ := ~ .-EXISTING n•vEMENT 0 II ~ 5 ~ Is 8 s ~ s ~ s :. 5 8 s-~~Sci Sg s ~ 5 ~:::,,ms N S t:~ Ti tn 8 ~ ' } ~125 l----------"--1----~f;;~1-!Q~~--------j------i=125 ~=======~-1-25-----➔----------------=<~ ~---~--~-~ • \ ~ ~ ~1-----//-/-F oVER -~ ~-PIPE •• L ----i82'° Ig -----ts+. ci-~~ts-,~ ~i,,;~::tl-t 0:_ci~.-/ts-',-ci-zz~ts+-ci-~-ts-+-d~ts..,,~ d ~ s;~/-t-----,:-----+-----ill[)--1_2_5--➔ > 1-7...l£:LJ--'---------:r,1.._, __ ~-----_---1------+-----1...l£:LJ-----,- -1-----,_ --t i=-----==-l-l------~.-----1---------1 -·-·1-+--------+--------+-----l ---~ ·-. 0 0 ' 0 . p_ 0 .. 0001 \ S=-0.0049 115 \ \ s,o.oi\\ ~ "" I;--'° -r--. \ ' 0 '- -IJITI- \__PROPOSED 8" C900 -II " STA 13+99.30 -> DR-14 PVC RW PURPLE u.J INV=113.73 t"I PE□ ti! t. ---------- 1------------+----------------11------------+-------------11-------------+------------+-t--+-----------+-------\------t-------, zt I----, 105 1----+----------t-----------+----------+----------+----------+----------+-----------+-------,{J][]- l-------------+-------------i------------+-------------il--------------+------------1-------------+-------------➔ 10+00 > > I I ~ 11+00 12+00 13+00 14+00 15+00 SCALE: HORIZ: 1"=40' VERT: 1 "=4' PROPOSED 2" RIGID_/ · _,_ COPPER TUBING PER STD z , IJWc;--NO. 503 -:-t-------,1~-----+-------, 1-------------+-V-N-t-----------+-------, V _ 115 1---------+.----•,C;;,;OS"iNaii-TR~A:s,CT;..o:OeicR,'Ti,O..-F.:;;IEiisLD;,-V-'il·a';;Rls'-FY'------l17l51- E'= DEPTl-1 OF EX 30" WTR A D L!..!,U- 1-------------S.:-loci-----l<REFER-TG-SID-DWG-NG~ ,OG-A--------< -·~ . ~ "' I SCALE: >-----------;><-::>-e--------------i w f HORl~1•=~ - VERT: 1"=4' 0+00 1+00 PROFILE 1 -. - . PIPE PROFILES SHOWN ARE ESTIMATED : AND NOT BASED ON ANY AS-BUILT MARKUPS PROVIDED BY CONTRACTOR. I rREFER TO IRRIGATION PLANS FOR REMOVAL I OF EXISTING IRRIGATION SYSTEM t I --\ 47+00 -- • I ------REMOVE EXISTING BAdKFLOW PREVENTER AND RETURN 16" DI FE X MJ ---~ ADAPTER W / RETAINER GLAND, JOIN TO EX 16" PVC RW 16" DI FE CUT-IN TEE W/ 8" FE OUTLET THRUST BLOCK PER~ f'-.... ... · -... ' [', STD DWG NO. 516-A "-,,.I • •• '-,. \..._ '- USE FORMS TO ~. • • V PREVENT CONCRETE I ' / ( CONTACT ON V--- HARDWARE " ' ' I ' ' " .. I I -8" FE RESILIENT WEDGE GATE VALVE, FUSION EPOXY EPDM, FIBERGLASS VALVE KEY EXTENSION TO 12" BELOW GRADE, VALVE BOX COVER MARKED "RECYCLED WATER", VALVE BOX PER STD DWG NO. 513, VALVE ANCHOR PER STD DWG NO. 516-C 8" PVC C900 DR-14 RW 8" DI FE X MJ ADAPTER W/ RETAINER GLAND, JOIN TO NEW 8" PVC RW 16" DI FE X MJ ___ _,,. ADAPTER W / RETAINER GLAND, JOIN TO EX 16" PVC RW l_.':_-::.)~VALVE BOX COVER ROTATION /ORIENTATION EX 16" PVC RW DETAIL NO SCALE NOTE: 1. ALL HARDWARE SHALL BE ENCASED IN POL YETI,YLENE WRAP PER AWWA STANDARD C105. EB TO CITY. REMOVE AN&; PROPERLY DISPOSE OF EXISTING UNDERGROUND PIPING \,\ND APPURTENANCES. ---- A. ,, e 1 _,, 1 <'ii 1 ~ , a", I PVC RW PURPLE PIPELINE IRRIGATION SLEEVE -.... IC.AUTION! I I lo 11 3 I I I 58+20.17 J(\MBORt E RD. I I -iii •: /:PROPOSED 8" C900 DR 14 ill PROPOSED 4"--..__ , I II I ,11 I I ', '" o : , SEE RECLAIMED WATER NOTE 1 ~ ::J o / I I Iti 1 /111 I/ ~ 160+00 SA~TA BAf B1RA DR. : I H;OO 12~00 ~ 13+00 ~ r,, ~ ti ;: 0 ~i ti ~ ~ ~ J ! L. ::;:l!:!~!~~*-~~;;:~~~~~17~iil~~;~~~~~~;~~~~~~~~~~~~~~~;~~~i~~~~~~~~i~~i~~~~!~~~~;:~~~~~~~~i~i~~:m::;t~-ol-1j1 +---s 0 ••----J:OM~¾--cOMM----COM~----COMM----=-= ~ STA. 10+86.45 -I • + • JAMBOREE RD C/L • I , I JAMBOREE RD , I INSTALL 2" RW SERVICE, , I I. j'j ;., , la I I > > > > STA 54 8467 PER STD DWG NO. 503 EXISTING CURB STA. 57+95•17• 45•99 RT , :,Jl 1111 1P'i1 I '.. ~ ~ I 46.0.0' R+T • ' N. 2174031.65 INSTALL NEW 8" I ~ ,. !,,,!l I • .,._,.""'i.r.41 II " AND GUTTER 90' DI BEND W/ TI,RUST BLOCKI 1iii 5.0 1•.• ':"AUTION'.' 11 ~ I INSTALL 8" CAP E. 6064886 -04 PER STD DWG NO 516 A Tl " " 11 -I W/ THRUST BLOCK , N. 2174252.16 • -13•1' Iii : l -71;,:,,t---,.~ ~ (1"' b-I PER STD DWG NO. STA. 10+91.45 E. 6065095.31 ~ !\ 11 I t ; ill ! 516-A I INSTALL 2" AIR-RELEASE VALVE, SEE j " 7 2··0 2·'0 ------- N. 2174026•94 STD DWG NO. 517-8 AND LABEL "RW" ~ 8 · ~ I 1 ,_STA. 15+04.oo I E. 6064881.57 ON VALVE BOX COVER -"' I '-8 !,I '. ;,_,I I I INSTALL NEW 8" N. 2174030.57 , STA. 15+09.00 1 1 + "1; I 111 90' DI BEND W/THRUST BLOCK > E. 6064885.01 ' CONNECT TO EXIST 16" RW I ~ -I I II PER STD DWG NO. 516-A &.,_.._~~~~~~~~~~~~~~-~~~~~~~~~~-~-!APPROX. STA. 158+47.0l ~ ~ 38.0' I 38.0' ~ ~ N. 2174178.46 W/ WATER MAIN, PER ii " 1 -Ill E. 6065172.95 RECLAIMED WATER NOTES: 1. TRENCH DETAIL SHALL BE PER CITY OF NEWPORT BEACH STD DWG NO. 323, USE CLEAN AND GRADED WASHED SAND PASSING A NO. 4 SIEVE IN BEDDING SECTION WITH 12" MINIMUM SAND OVER PIPE. TRENCH WIDTH SHALL BE 00+6" MINIMUM AND 00+8" MAXIMUM EACH SIDE. 2. RECLAIMED WATER WORK UPSTREAM OF METER TO BE INSPECTED BY THE ORANGE COUNTY WATER DISTRICT IOCWDl. CONTACT BEN SMITH AT 714-378-3211 AT LEAST lWO DAYS PRIOR TO WORK. 3. CONTRACTOR TO HAVE CLASS A OR CLASS C-34 CALIFORNIA LICENSE. 4. UPON WRITTEN OCWD ACCEPTANCE OF WORK, FACILITIES UPSTREAM OF METER ASSEMBLY SHALL BECOME THE SOLE PROPERTY OF OCWD. CONTRACTOR SHALL WARRANTY WORK AND MATERIALS FOR ONE YEAR. 5. INSTALL TRACING 'MRE ON ALL PVC PIPES AND DETECTABLE TAPE 12" ABOVE Tl-IE PIPES. BOTH SHALL BE BROUGHT TO GRADE AT ALL VALVE LOCATIONS INSIDE THE VALVE RISER BOX. 6. IN ADDITION TO SUBMITTING TO Tl-IE CITY, CONTRACTOR SHALL SUBMIT ALL SUBMITTALS REQUIRED FOR Tl-IE CONSTRUCTION OF THE RECLAIMED WATER PIPELINE AS SHOWN ON THIS PLAN SHEET, INCLUDING WATER METER AND ALL PIPE APPURTENANCES, TO BEN SMITl-1 'MTl-1 OCWD (714-378-3211) FOR APPROVAL. s . w w ~ I DETAIL 2, THIS SHEET 1 1, i-~Q,51---.!,,--50.,,; I N. 2174174.84 ..jlj , , E._ 60651~9.51 _ _ _ I ~ _ w-_lll J f w __ I 1 SANTA BARBARA DRIVE RECORD DRAWINGS These Record Drawlnp have been preparecj based on the best avonmlle Information. Wille this Information ls believed to be relloble, City of Newport Beact, Is not responsble for Its accuracy, nor the errora or omissions which may or may not have been Incorporated Into these plans. OCWD APPROVAL > > > > / - I I REMOVE EXISTING WATER METER AND METER BOX AND RETURN TO CITY ;., / £_CLOSE CORPORATION STOP. CUT AN\ CAP EXIST. SERV1CE LINE. - 1(__ 1 ------aiic.@81_~:-:::71\/\J~/y~==,.i~ ;~~;;~ --3O"~- - -30'-W .--JO''YI-- -...... -30''W ·-w------"' - ,o··~ _ --,o""~ --EXISTING CURB :--~EXISTING 30" WATER LINE # LENGTH ~ ~ 310.50 @] 107.05 EXISTNG M:TER LOCATION ST STA 47+00 LINE DATA DIRECTION START POINT (N., E.l END POINT (N., E.l NOT USED N43' 30' 29 "E (2174026.94,6064881.57) (2174252.16,6065095.31 l S46' 29' 31 "E (2174252.16,6065095.31 l (2174178.46,6065172.95) GRAPHIC SCALE 40 0 40 .ii ~ .,, • 5} ffi ;5, "' . !s' ill B J u • "' 1! I!! ;'), < "' ~ ,!; 0 • "' e ~_:9. <o -' 0 u <O "' N "' 0 0 <O z ~ <o z ;:> 0 • 7. HYDROSTATIC TESTING ON THE NEW 8" RECLAIMED WATER PIPELINE SHALL BE PERFORMED PER AWWA C605-13 AND CITY OF NEWPORT BEACH STANDARDS. APPROVED: ____________ _ CHRIS OLSEN, DIR. OF ENGINEERING DA1E & ~ 5.00 S43' 30' 29'W (2174178.46,6065172.95) (2174174.84,6065169.51) SCALE: 1'' = 40' ~~ C-7885-2 ~3- 8. TWO ISOLATION VALVES ON TI,E 16" OCWD RW MAIN TO BE CLOSED PRIOR TO CONSTRUCTING NEW 16"X8" TEE CONNECTION: 11) JAMBOREE RD (AS SHOWN ON PLAN) AND (2) SANTA BARBARA DR, NEAR BOMBERO ST (SOUTl-lERLY VALVE ON THE 16"x6" TEE, AT APPROXIMATELY 450 FEET FROM JAMBOREE RD STREET CENTERLINE). RECLAIMED WATER FROM DEWATERING OF Tl-IE PIPE SHALL BE DISCHARGED IN ACCORDANCE WITH LOCAL AND STATE REGULATIONS. CONTRACTOR SHALL NOTIFY AND COORDINATE WTH BEN SMITH AT OCWD (714-378-3211) REGARDING OPERATION AND/OR UTILIZATION OF ANY OCWD FACILITIES, INCLUDING VALVES AND BLOW-OFFS, WHICH SHALL ONLY BE OPERATED BY AUTHORIZED OCWD STAFF. 9. SEE SHEET 20 FOR IRRIGATION SYSTEM RECLAIMED WATER NOTES. 1-----~~-------------+---------~---------~-~----~------------------~---~---------~-----------------------------~ ~~ ~ Stantec REV1EWED, RECLAIMED WATER PLAN AND PROFILE ~~ \I ,-~:o~~~\® ~~C,~ JAMBOREE ROAD PAVEMENT REHABILITATION ~: ""''I; II.,//~ AND RECLAIMED WATER CONVERSION ~: 38 lECHNQOGY DRIVE, SlE 200 IR\INE, CA 92618 (949) 923-6000 lEL (949) 923-6121 FAX ~ ., i -. a_ LO No. 676~ PATRICIA CARPENTER RCE 89793 STA 10+86.45 TO STA 15+09.00 ~o " it c,,. oe1,012, * ASSOCIATE CIV1L ENGINEER 1-----------------------~--------1 "'~ ¾-1' orc,~c,~~.:lt"' 10129121 c1Tv oF NEWPORT BEACH ,___R_-_1_0_1_1-_s---< ~s APPROVED DATE:______ PUBLIC WORKS DEPARTMENT SHEET 3Q OF 35 i :;- UNDER Tl-IE SUPERVISION OF: NAHID HEIDARBAGHI 10/29/21 R.C.E. 67658 DATE & 04/14/23 RECORD DRAWINGS DESIGNED: DRAWN: & 04/15/22 NEW IRRIGATION CONTROL 'MRE SLEEVE ML JSD DATE: NO. DATE DESCRIPTION OF REV1SIONS ~--------------------------------------------------~-----------------~--------~---~~--~~~-~----~-------------------~--~---------->-----------------------~------~ ,o CHECKED: _/I ML NH 10/29/21 SIGNING AND STRIPING GENERAL NOTES: Lr:, 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE PROJECT SPECIAL PROVISIONS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTIRUCTION <GREEN BOOK), 2015 EDITION AND ALL SUPPLIEMENTS, THE CALTRANS STANDARD PLANS, DATED 2018, THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES <CA MUTCDI, DATED JANUARY 2014 (REVISION 6), THESE PLANS, AND THE CITY OF NEWPORT BEACH STANDARDS AND POLICIES. 2. THE LAYOUT FOR ALL PROPOSED PAVEMENT MARKING AND/OR TRAFFIC STIRIPING SHALL BE 1'RE-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, TIRAFFIC STRIPING, AND/OR SIGNAGE SHALL BE ACCEPTED BY THE ENGINEER OR HIS REPRESENTATIVE PRIOR TO APPLICATION. 4. MATERIALS SHALL COMPLY WITH SECTION 214 -"TRAFFIC STIRIPING, CURB AND PAVEMENT MARKINGS AND PAVEMENT MARKERS" OF THE SPECIAL PROVISIONS. 5. THE FINAL REFLECTORIZED THERMOPLASTIC STRIPING SHALL NOT BE APPLIED UNTIL THE FINISHED COURSE PAVEMENT OR SLURRY SEAL HAS BEEN IN PLACE FOR AT LEAST 10 DAYS BUT NO LONGER THAN 15 DAYS. THE THERMOPLASTIC SHALL BE APPLIED AT 1.5mm (60 mill TO 2.0mm (80 mill THICKNESS FOR ALL STIRIPING EXCEPT CROSSWALKS AND LIMIT LINES WHICH SHALL BE 2.5mm (100 mill TO 3.0mm (120 mill THICKNESS. STIRIPING SHALL BE APPLIED BY EXTRUSION METHOD. SPRAYABLE THERMOPLASTIC STRIPING SHALL NOT BE ALLOWED. 6. INSTALLATION OF THE TRAFFIC SIGNS SHALL BE PER THE SPECIAL PROVISIONS AND INSTALLED ON NEW POSTS, EXISTING POSTS, OR EXISTING STREET LIGHTS WITH NEW BRACKETS AND STAINLESS STEEL HARDWARE. SEE CITY STANDARD DRAWING NO 924-L. 7. THE CONTRACTOR SHALL REMOVE ALL CONFLICTING TRAFFIC STIRIPING AND PAVEMENT MARKINGS BY GRINDING. 8. BUFFERED BIKE LANES SHALL INCLUDE DIAGONAL STRIPES BETWEEN BIKE LANE AND BUFFER STRIPE. THE DIAGONAL STIRIPE SHALL BE 6 INCH WHITE AT 45 DEGREE ANGLE, AND PLACED AT 40 FOOT INTERVALS. 9. UNLESS OTHERWISE NOTED, INDUCTIVE LOOPS SHALL BE 6' CIRCULAR CAL TRANS TYPE E AND CENTERED IN THE TIRAVEL PORTION OF THE LANE. PLACE LIMIT LINE LOOPS IMMEDIATELY IN ADVANCE OF CROSSWALK OR LIMIT LINE, IF NO CROSSWALK. NEW STRIPING SHALL BE LOCATED AND APPROVED PRIOR TO POSITIONING LOOPS. SEE CITY STANDARD DRAWING NO. 923. 10. R8HCAl SIGNS TO BE 12 "x8 ". 11. INSTALL BLUE REFLIETIVE MARKERS AT EVERY FIRE HYDRANT PER CITY STANDARD DRAWING NO. 902. 12. ALL STICKERS, TAPE, AND DEBRIS OBSCURING EXISTING SIGNS SHALL BE REMOVED. ALL SIGNS SHALL THEN BE CLIEANED OF ANY REMAINING ADHESIVE MATERIAL LEFT ON EXISTING SIGNS. IF ALL ITEMS CANNOT BE REMOVED AND CLEANED FROM THE EXISTING SIGN THE SIGN SHALL BE REPLACED WITH A NEW SIGN OF THE SAME TYPE AND DIMENSIONS. 13. CONTRACTOR SHALL REMOVE EXISTING SIGN POST WHEN ALL EXISTING SIGNS ARE REMOVED FROM THE EXISTING POST AND NO NEW SIGNS ARE INSTALLED ON THE EXISTING POST. PACIFIC COAST HIGHWAY \ \ \ \ \ \ \ \ E G66-21A(CAXLTl "TOURIST INFO" l:il NSEBCNB349l ~ 0 • 0 t-+ :::c co (!) 'f"" • -<C 0:: t-w U) >w Oz m- <C ..J w :::c w (.) U) ~ ~ 405' TO X-WALK 117 ~ 126 "' <D IV(LTl~---------,-----+-+...: 0 @ :... "' N <D ,,.., "" ill 114 114 109 0 0 N N W4-2 R28(CAl(BOTHl M 121 W4-2 R28(CAl(BOTHl I 117 109 • BACK BAY DRIVE " ' ' ,_, I --' ' ,_, --' JAMBOREE ROAD R3-7 E R8HCAl R81B(CAl 109 101 - ~ \ \ STIRIPING \ \ \ JOIN EX. STRIPING --' ' ,_, --' ' ,_, • ' --' "' ~ ,_, • ~ I D11-HMODl 108 ' 0 N . <Xl • '° ~ 0 R4-7~,.--._ N-HCA) RM 124 RECLAIMED WATER IRRIGATION ffi .... JOIN EX. STIRIPING I R26(CAl 118 ~ 114 0 N 117 ~ "1 N <D "" <D 0 114 114 NSEB(NB349l E R81 ICAl G28-2(CAl(1 I M6-4(GREENI G28-2(CAl(1 I M6-4(GREENI 0 0 "" N N $ $ a, f-. '° N <D :... - 0 .... . '° N '° - N ..... "2.. N -• 114 115 M R1-2 121 I R1-2 LIMIT.J.IME. R118(CAl ~ 0 0 "' 0 :;;: !;;: ~ "" 106 108 114 101 112 100.95 109 114 114 106 '<------, E R61-34(CAl(MODl EM-la E RBHCAl NSEBCNB349l D1-HRTXBLUEl "CAMPERS" E NSEB<NB349l E D3-2(RTl "BACK BAY VIEW PARK" CONB GUIDE SIGN: (UPl''Balboa Island" <LTl"Coast Highway"(RTl ''Balboa Peninsula "(RTl <LTl"Corona del Mar" 117 106 ill . ,,.., ill N . <Xl N ... .... - ~ 126 • 405' TO X-WALK 0 00 "" f-----+--+--1:..::5--=-0 _' T"--R~S::.:_IT"-'I O::.:_N:..___-+----l <D 0 2=, - 109 126 106 108 115 115 106 109 112 "' 0 "' "' "' 0 F "' a:, ~ ~ .,., .,., ~ "' --> JAMBOREE ROAD N - ,,.., "" 106 108 114 □ 0 0 + co N N • M <C t-t-w U) w 0 w :::c z U) .... -..J w . ,,.., N :::c w r,.. . (.) U) ,,.., <D t- <C <D N ~ - 117 "' "' "' ~ <D ~ & ✓ CONSTRUCTION NOTES [El PROTECT IN PLACE (ITEM PER PLAN). @ INSTALL DETECTOR LOOPS PER CNB STD. DWG. NO. 923, AND CONNECT TO DETECTOR LEAD IN CABLE IN EXISTING TIRAFFIC SIGNAL PULL BOX. @ INSTALL THERMOPLASTIC WHITE PAVEMENT MARKING SPECIFIED PER CALTRANS STD. PLAN A24A TO A24E. @ INSTALL THERMOPLASTIC 12" SOLID WHITE CROSSWALK PER CALTRANS STD. PLAN A24F, BASIC TYPE (WIDTH MEASURED INSIDE TO INSIDEl. @ INSTALL THERMOPLASTIC 6" SOLID WHITE LEAD IN/LIEAD OUT LINE PER DETAIL "A" ON SHEET 35. @ INSTALL THERMOPLASTIC 6" BROKEN WHITE LANE LINE PER CALTRANS STD. PLAN A20A, DETAIL 12. (@) INSTALL THERMOPLASTIC 6" SOLID DOUBLE YELLOW CENTER LINE PER CALTRANS STD. PLAN A20A, DETAIL 22. @ INSTALL RAISED PAVEMENT MARKER EDGE LINE PER CALTIRANS STD. PLAN A20B, DETAIL 26. @ INSTALL THERMOPLASTIC WHITE BIKE SYMBOL AND BIKE ARROW PAVEMENT MARKINGS WITH GREEN BACKGROUND PER DETAIL "B" ON SHEET 35 AND CALTRANS STD. PLANS A24A AND A24C. @ INSTALL THERMOPLASTIC 6" BROKEN WHITE LANE DROP LINE PER CALTRANS STD. PLAN A20C, DETAIL 37B. @ INSTALL THERMOPLASTIC 8" SOLID WHITE CHANNELIZING LINE PER CALTRANS STD. PLAN A20D, DETAIL 38 . @ INSTALL THERMOPLASTIC 6" SOLID WHITE BIKE LANE LINE PER CALTRANS STD. PLAN A20D, DETAIL 39. @ INSTALL THERMOPLASTIC 6" BROKEN WHITE BIKE LANE LINE PER CALTRANS STD. PLAN A20D, DETAIL 39A. @ INSTALL THERMOPLASTIC 6" BROKEN WHITE LANE LINE EXTENSION PER CAL TIRANS STD. PLAN A20D, DETAIL 40. @ INSTALL THERMOPLASTIC 6" SOLID WHITE 45' DIAGONAL LINE AT 40' SPACING. @ INSTALL THERMOPLASTIC 8" SOLID WHITE 45· DIAGONAL LINE AT 75' SPACING. @ REMOVE EXISTING POST (IF PRESEND AND INSTALL NEW SQUARE GALVANIZED STEEL TUBING WITH ANCHOR POST AND SLEEVE PER CNB STD. DWG. NO. 924. (@) FURNISH NEW DETECTOR SENSOR UNIT AND INSTALL IN EXISTING CONTIROLLER CABINET. FURNISH AND PULL NEW BIKE LOOP DETECTOR LEAD-IN CABLE (LENGTH PER PLAN) TO EXISTING CONTIROLLER AND CONNECT NEW LEAD-IN CABLE TO NEW SENSOR UNIT. @ INSTALL THERMOPLASTIC 8" SOLID WHITE 45· CHEVRONS AND DIAGONALS ADJACENT TO MEDIAN ISLAND AT 25' SPACING. @ REMOVE EXISTING POST (IF PRESEND AND INSTALL SIGN AND POST PER MEDIAN NOSE TIREATMENTS HIGH SPEED DETAIL ON SHEET 35. @ INSTALL NEW NO. 5 PULL BOX, 2.5" CONDUIT (LENGTH PER PLANl, CONNECT TO EXISTING TRAFFIC SIGNAL PULL BOX, AND PULL AND CONNECT NEW DLCs. SEE ADVANCED DETECTOR LOOP RELOCATION NOTES ON SHEET 31. [I] EXISTING SIGN OF TYPE INDICATED TO REMAIN IN PLACE ON EXISTING POST OR EXISTING STREET LIGHT. [QQj GRIND EXISTING STRIPING (SQUARE FOOTAGE OR LEGEND PER PLAN). [I] INSTALL NEW SIGN OF TYPE INDICATED ON EXISTING POST, NEW POST, OR EXISTING STREET LIGHT WHERE INDICATED. !ill REMOVE EXISTING SIGN OF TYPE INDICATED ON EXISTING POST OR EXISTING STREET LIGHT. REMOVE EXISTING SIGN POST IF ALL SIGNS ARE REMOVED. ADVANCED DETECTOR LOOP RELOCATION NOTES: 1. LOCATE AND PROTECT ALL EXISTING UTILITIES (REFER TO STIREET IMPROVEMENT PLANS FOR EXISTING UTILITIES IN THE VICINITY). 2. CONDUIT SHALL BE INSTALLED BY DIRECT BORE METHOD. TIRENCHING MAY BE ALLOWED AT THE CITY'S DISCRETION. EACH IMPACTED SIDEWALK PANEL SHALL BE FULLY REPLACED. 3. CONDUIT SHALL BE INSTALLED BETWEEN NEW NO. 5 PULL BOX ADJACENT TO ADVANCED LOOPS AND CONNECT TO EXISTING TRAFFIC SIGNAL PULL BOX WHERE EXISTING LOOPS CONNECT TO. 4. THE NEW DLCs SHALL BE PULLED AND CONNECTED TO EXISTING CONTROLLER. ~ GRAPHIC SCALE 40 0 40 120 SCALE: 1" = 40' C-7885-2 !i' 'O vi 8 -6 g "' Z N 0 0 ffi ~ "' . !s' ,ll ~J u • "' 1! I!! ;'), < "' ~ ,!; 0 • "' e ~_:9. <o -' 0 u "' "' N "' 0 0 "' z ~ <o z ;:> 0 • ~~ ,-0 ~J-~--c-~~--S-t_a_n_t_e_c ___ ~-----~------~~--~-------------~-~-AP-PR-OV-A-L R-EC-0-ME-ND-ED-, -~----S-I_G_N_I_N_G_A_N_D_S_T_R_IP_I_N_G_P-LA_N ____ ____, ~.z.! ~~~ JAMBOREE ROAD PAVEMENT REHABILITATION ,.,. RECORD DRAWINGS These Record Drawings hove been prepa~ based on the best <M17able infor,m1tion. \ltiile this information Is bel1eved to be reliable, City of Newport Beach ls not responsble fer 1ts accuracy. nor the errors or emissions which may or moy not hove been Incorporated into these ~ans. 38 lECHNQ0GY DRIVE, SlE 200 IR\INE, CA 92618 UNDER THE SUPERVISION OF: DAVID M. LEW R.C.E. C88915 (949) 923-6000 lEL (949) 923-6121 FAX 10/29/21 DATE DESIGNED: CHECKED: DRAWN: DML DML DATE: fl", 04/14/23 RECORD DRAWINGS & 04/15/22 SIGNING AND STRIPING MEDIAN REVISIONS NO. DATE DESCRIPTION OF REVISIONS / AND RECLAIMED WATER CONVERSION ~; ANTONY BRINE RCE 45521 CITY TRAFFIC ENGINEER APPROVED DATE: __ 1_0~/_2_9 /~2_1 __ COAST HIGHWAY TO STA. 26+00 ~ ~ 1---------------------~------~«~ CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-7017-S t:J r:i 1---------i 3 ~ SHEET 31 OF 35 i ~ ~-----------------------------------------------~----------------~--------~--~-~-~~~~-~---~------------------~--~---------~--------------------~------~,o KRR MRH 10 29 21 C, C, 00 00 e 108 RBHCAl E R9-3 R9-3 RM R9-3 I C, 00 114 109 HYATT REGENCY 20' 113 JOIN EX. STRIPING ~ 0 • I ~ ~// .1 0 \ ♦ ' 1 = .... ..;: 6 (11 LOOPS~ '-...l-1:'! (\:_- 122 205' E D11-HMODl @) ""' ~ -"' "' ,,,-@, G ~ ill IVIL TI~ r'(:9 / ,\ U C")t-~ f6 ;$> ~RECLAIMED WATE~L!J~I.~ • ._,,"-. 0 t) g "' ...._ -""~R 4_7llRRIGATION I\J::, ,--.."-..e>,, w t-.... 124 RMI R6-2IRTl R4 7 t \ Sl u '-!_031 .... W fl) 27+00 R6 2IRTI RM 124 :.\ ~ wz ~ l J l I -:..i,-,~ECLAIMED WATER) v, _ ..,. C 0 "l...,.l..!..JIRRIGATION11 ill \.J , l J 10' C, .,., C, = N 115 112 • . ~ -- ' 109 -='-• -G .$ ,- i - --- R6-HRTl M -- 101 IV(LTI -.r 30+00 ' --' r' l ) ' -' '/ ------------- --- ttl ~ I-+--"' ~ C 0 ~IV{LT) I fl) CJ I-+-_ 111 LOOPS) t-"' '' r' RI @/ ,-.. 'f--___ 1_00_' --~--+----------- .-, '+==t:;::zi=:==t==t==a~'-<~Y;.:r,102 @ ~ 1 @ 200' ..... I"" I -~•---..>--2>:-:@-..... -\----+--,_---- o=: "' -~-N-HCAl En----~, " ..:::; N ""\ ,.::::,. ' ~.,./103 "' ~ .J 01) IVIRTl I \<:I y" ' --~-,~-I-~-+---+-+---+ • I ~~ \ S ~~ c, ~ ( ~ ~ .....,_ 1\ I v'J v'J1'~1VIRTI \_ llllll I l--'sc:03:;t----l r'i ~ '-7 ~ " ,@ '_'./ 1 '"" JOIN EX. ---ffiAl I2lR9-3 ~ I ~ STRIPING 0 -0 .,., '{I] I2lR9-3 -:;:_ - - 115 114 8 8 - - / / / :I>, ..... -I - -f- ' \ NSEB!NB349l ~R81(CAl 109 / 117 ~ - C, 00 126 - ,n,· 10 . X-WALK V t) - (3 LOOPS!@-0 - 0 I '\ \ ' '--J ' / ' ---- Cf! N -L.J - a:: ' ;:: "' / ~ / :... O'.l " 106 n ,_ I N "' --- N --- .... -r, I -\ J ' I - ' / ----- "' / / I -' - 106 .,., "' ,_ RM R3-7 JAMBOREE ROAD ISLAND LAGOON DRIVE 1 C, C, C, C, ~ C, C, C, C, C, C, C, C, 109 E RBHCAJ 114 114 106 106 117 -I I 0 -■= ---~ I 0 I ,_ ' I "'" CJ U) G -.,g N 8 -ct) ,... Cl • ---"' ---t-,.-----., -O'.l N • "' -.... ,d. -- ----@ --@;,. ill Ul ~ _;.-, "' -,...,--' -----.,,,-~ ' <Xl -.... --,~-.........--= __ ...--....... \ I -· ' ' ,; ----' '' ' -n I ; \ ' ~i -::.,. -. ' \ ' ' J ,· \ '-.i'\ , " V f"V l , \ ' ~R6 -....___,--......__ _,.-r-r -c:.__.,---co -:i ' , HRTl \ J ......__ ,,,.--...{__ _,.-I --. 4.~ -C, C, 0 N ::.,. .,, .,, "' - '.0z Ul 0 -~ --,,, 110' TIRANSITION -.... .... I Ul r-: "'"-;;_, -- f/) :d, ~15 -::.,. 2 ..... ..... -I ~ -,,., <D -, -□ -~#1/ -io ~-® 1 -~ -; i--\ l1[ll ~,@)25' --;,, ' -~ -• , -! ,, .. -L=1 , •□: I ,, ~ NSEB(NB349l -~ j) J,. \ 102 109 EM-1a 117 114 -RBHCAl ~ C, 115) _ ,_ \ ,_ ;:-101 109 114 101 112 112 101 .... "" C, "" ,0 C, ~ • JAMBOREE D.. "' ,_ "' N .,, ~ ~ R3-7 I > II' • SEA VISTA DRIVE ~ "' ~ g 00 114 114 117 106 108 n • I --@ --- ---- /{" . ' " ',F<.V 17', -' ) I ' J \!_/ \.!,' -~ ------ -- -- -- -/ / , -~ -- --- 114 114 106 108 109 C, C, "' C, .,, .,, "' .,, .,., .,., ,_ 00 R4-4 E C, C, C, - 108 + n ' ,... -l "' -,,., --<Xl ;;_, --.... --::.,. --,.,.-, \ ' -.,-' . -....____,,,.,-::.,. -----"' -ro -.... -;;_, il ----- I N -- -"" -v -~ - 114 106 106 C, C, C, ,_ C, C, ,_ C, C, - ROAD -□• I 0 -a 0 • • + ,_ co u. C") -w -• -~ ...I -~ en 0 w --z ...I w --...I m -l: -CJ w -w ,_ en --·---: ---® ----,_ --- 115 115 C, .,., C, "' " -✓ ... , 109 --- - --& & -0 -0 --@ "'" -~ct) --• ct) ,.-,-:: ' ' ,d.w \ I -I ~Ul ~ -i~ -----":iUl -6 'tA ,,., -~ -_-:::::::=- ~ ; -----~ 109 108 C, C, C, - E R8HCAl I CONSTRUCTION NOTES @ INSTALL DETECTOR LOOPS PER CNB STD. DWG. NO. 923, AND CONNECT TO DETECTOR LEAD IN CABLE IN EXISTING TRAFFIC SIGNAL PULL BOX. @ INSTALL THERMOPLASTIC WHITE PAVEMENT MARKING SPECIFIED PER CALTRANS STD. PLAN A24A TO A24E. @ INSTALL THERMOPLASTIC 12" SOLID WHITE LIMIT LINE PER CALTRANS STD. PLAN A24G. @ INSTALL THERMOPLASTIC 12" SOLID WHITE CROSSWALK PER CALTRANS STD. PLAN A24F, BASIC TYPE (WIDTH MEASURED INSIDE TO INSIDE!. @ INSTALL THERMOPLASTIC 6" SOLID WHITE LEAD IN/LEAD OUT LINE PER DETAIL "A" ON SHEET 35. @ INSTALL THERMOPLASTIC 6" BROKEN WHITE LANE LINE PER CALTRANS STD. PLAN A20A, DETAIL 12. @ INSTALL RAISED PAVEMENT MARKER EDGE LINE PER CALTRANS STD. PLAN A20B, DETAIL 26. (@) INSTALL THERMOPLASTIC WHITE BIKE SYMBOL AND BIKE ARROW PAVEMENT MARKINGS WITH GREEN BACKGROUND PER DETAIL "B" ON SHEET 35 AND CALTRANS STD. PLANS A24A AND A24C. (@) INSTALL THERMOPLASTIC 8" SOLID WHITE CHANNELIZING LINE PER CALTRANS STD. PLAN A20D, DETAIL 38. @ INSTALL THERMOPLASTIC 8" SOLID WHITE CHANNELIZING LINE PER CALTRANS STD. PLAN A20D, DETAIL 38A. @ INSTALL THERMOPLASTIC 6" SOLID WHITE BIKE LANE LINE PER CALTRANS STD. PLAN A20D, DETAIL 39. @ INSTALL THERMOPLASTIC 6" BROKEN WHITE BIKE LANE LINE PER CALTRANS STD. PLAN A20D, DETAIL 39A. @ INSTALL THERMOPLASTIC 6" SOLID WHITE 45' DIAGONAL LINE AT 40' SPACING. @ REMOVE EXISTING POST (IF PRESEND AND INSTALL NEW SQUARE GALVANIZED STEEL TUBING WITH ANCHOR POST AND SLEEVE PER CNB STD. DWG. NO. 924. @ FURNISH NEW DETECTOR SENSOR UNIT AND INSTALL IN EXISTING CONTROLLER CABINET. FURNISH AND PULL NEW BIKE LOOP DETECTOR LEAD-IN CABLE (LENGTH PER PLAN) TO EXISTING CONTROLLER AND CONNECT NEW LEAD-IN CABLE TO NEW SENSOR UNIT. @ REMOVE EXISTING POST !IF PRESEND AND INSTALL SIGN AND POST PER MEDIAN NOSE TREATMENTS HIGH SPEED DETAIL ON SHEET 35. {8) REMOVE EXISTING POST (IF PRESENT! AND INSTALL SIGNS AND POST PER DRIVEWAY MEDIAN TREATMENTS DETAIL ON SHEET 35. @ INSTALL NEW NO. 5 PULL BOX, 2.5" CONDUIT (LENGTH PER PLAN), CONNECT TO EXISTING TRAFFIC SIGNAL PULL BOX, AND PULL AND CONNECT NEW DLCs. SEE ADVANCED DETECTOR LOOP RELOCATION NOTES ON SHEET 31. @ INSTALL THERMOPLASTIC MODIFIED 6" SOLID DOUBLE WHITE CENTER LINE PER CALTRANS STD. PLAN A20A, DETAIL 22 (STYLE TO MATCH EXISTING). [I] EXISTING SIGN OF TYPE INDICATED TO REMAIN IN PLACE ON EXISTING POST OR EXISTING STIREET LIGHT. [QQj GRIND EXISTING STRIPING (SQUARE FOOTAGE OR LEGEND PER PLAN!. [I] INSTALL NEW SIGN OF TYPE INDICATED ON EXISTING POST, NEW POST, OR EXISTING STREET LIGHT WHERE INDICATED. ~ REMOVE EXISTING SIGN OF TYPE INDICATED ON EXISTING POST OR EXISTING STREET LIGHT. REMOVE EXISTING SIGN POST IF ALL SIGNS ARE REMOVED. GRAPHIC SCALE 40 0 40 120 SCALE: 1" = 40' C-7885-2 !i' 'O ~ 0 ' g 0 z "' 0 ~ ffi ,. "' . ~ -" z "' o I "• "' . I!! -,; </ 3' g' C "j: "' ~ ~~ <o -' a u "' "' N "' a a "' z N < c!; Z N 0 / F -~ <~ !:: g =!/ ~--c-~~--S-t_a_n_t _e_c---~-----~------~~--~-------------~-~-AP-PR-OV-A-LR-EC-0-ME-ND-ED-,-~----S-I_G_N_I_N_G_A_N_D_S_T_R_IP_I_N_G_P-LA-N--------,~.z.! ~~~ JAMBOREE ROAD PAVEMENT REHABILITATION ,.,. RECORD DRAWINGS These Record Drawings hove been prepa~ based on the best <M17able infor,m1tion. \ltiile this information Is bel1eved to be reliable, City of Newport Beach ls not responsble fer 1ts accuracy. nor the errors or emissions which may or moy not hove been Incorporated into these ~ans. 38 lECHNQ0GY DRIVE, SlE 200 IR\INE, CA 92618 UNDER THE SUPERVISION OF: DAVID M. LEW R.C.E. C88915 (949) 923-6000 lEL (949) 923-6121 FAX 10/29/21 DATE DESIGNED: CHECKED: DRAWN: DML DML DATE: ill 04/14/23 RECORD DRAWINGS & 04/15/22 SIGNING LOCATION REVISIONS NO. DATE DESCRIPTION OF REll1SIONS / AND RECLAIMED WATER CONVERSION ~~ ANTONY BRINE RCE 45521 CITY TRAFFIC ENGINEER APPROVED DATE: __ 1_0~/_2_9 /~2_1 __ ST A. 26+00 TO ST A, 46+00 ~ ~ 1---------------------~------~«c!; CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-7017-S t:J r:i I---------< 3 ~ SHEET 32 OF 35 i ~ ~-----------------------------------------------~----------------~--------~--~-~-~~~~-~---~------------------~--~---------~--------------------~------~,o KRR MRH 10 29 21 N C"') 0 0 + C0 'l;f' • ,_ ~ :ti Cl) :r w Cl) z w :J w :r Cl) 0 ,_ ,_ :r C) -ct:: w > 0 m <C w w Cl) <C :E 0 0 + C0 It) • <C I- Cl) w z -...J :::c 0 ~ :iii: + ~ >-- 117 "' 0 • ~ - I - -- I ' .I -' ' --'--' • -- -- E R2-H55l RBHCAl 0 0 0 0 "' 0 0 ,-.. 106 114 ., ,-.. ~ ill co N ... :.,. N co - <D --- 0 - "' -- 114 "' 0 "' "' 0 "' "' "' 106 0 0 "' 0 RBHCAl R81B(CAl E 112 "' "' 0 0 0 0 0 0 106 106 -n I --- - co .... ---- / ' I / ' \ \. J I o ' \ .J -I -,_ / '--"' ~ ---~ ----f--co .... I wo 106 106 0 0 0 0 0 0 0 ,-.. 114 109 +- @ R4-7 e;l N-HCAll ® • L IV(L ' . • IV!L +o~ • . • I -·~ • (LTI . • • • I R4- N'.... HC .,, N • - ~-: 1sl ' ' 116 ' 0 0 "' 1111 (111 (111 (121 (121 (141 ' 0 0 0 0 0 0 114 114 -- ,-.. ' N "' N ___/lJ --- .,_ ----,-" I ' \ ' . ' ' ,I ' I ., I I. , I :.,. '-. -/ '---/ ---- N -.,-, --- N -• + w • I 114 .,, "' R2-H55l E ,-.. STRIPING 8 8 8 8 N N "' "' 114 112 112 113 N "' N N ® N ® 0 0 N --"' -od -... ® "' ., I RECLAIMED WATER IRRIGATION / b. E R49(CAl ill 108 (2lR9-3 - • @ 111 SANTA BARBARA DRIVE -n I - / ' I • ' \. • ) - - 114 117 .,, a: "' r= ,-.. 109 101 +-,;: ;;, ~1 W74(CAl NSEB(NB349l E E NSEB(NB349l 0 ~ 0 0 108 117 ' -n _/ 0 ---- I 0 -+ -I C0 I -ill It) ® -I® -• ------ill . . . ~'~12 = ~ I ----Cl,) \ ' : . f \ +,a 70' 112 -' . I -, ' . I I -; ' "'_, \. ,I ' ,I -1 05.J. \ -I -~ fil "'-----' ., I ~"' :.,. ~ --\ ' I ' -I -rul' TRANSITION \ --,---;:,! _, Q) I (3 LOOPS) 100 D -' N -< I / -:z: UJ I -----"' ---_@~-;: I N r • 40S711, -~"' -. X WALK ---2"1'· 119 101 --:--I I • ---'.Ct' Cl) --_ ~09 s--; T WU I I T -:E -~-I ' I ------= - -> 0 ---t::_ 'r '~-.--; ______ ,;. /;_~ - 108 109 126 I I I 0 R4-4 0 0 SG39(CAl(BLUEl ''Police Dept/Fire Station "(L Tl E "' 115 0 8 R3-7 E 101 112 114 N ✓'1;, r:, JAMBOREE ROAD 0 0 "' "' "' > 106 "' .,, "' R3-7 R3-7 115 125' TRANSITION 106 "' "' <O 62+00 125 Dl-1 "Santa Barbara Dr" SG39(CAXBLUEl ''Police Dept /Fire Station "(LT) E Dl-1 "San Joaquin Hills Rd" 114 100 (3 LOOPS) ;;: ■ 0 ~ 108 106 106 117 ... 0 ----------:55'f OO __ _ 126 0 a, 0 IV(L Tl 101 JAMBOREE ROAD 101 101 r:, . "' >::; > z p R3-7 E R118(CAl I NSEB(NB349l E R81 ICAl 109 ,-.. +- N "' ----- 0 112 "' N ... 115 --- 112 0 0 N " ✓ .. CONSTRUCTION NOTES @ INSTALL DETECTOR LOOPS PER CNB STD. DWG. NO. 923, AND CONNECT TO DETECTOR LEAD IN CABLE IN EXISTING TRAFFIC SIGNAL PULL BOX. @ INSTALL THERMOPLASTIC WHITE PAVEMENT MARKING SPECIFIED PER CALTRANS STD. PLAN A24A TO A24E. @ INSTALL THERMOPLASTIC 12" SOLID WHITE LIMIT LINE PER CALTRANS STD. PLAN A24G. @ INSTALL THERMOPLASTIC 12" SOLID WHITE CROSSWALK PER CALTRANS STD. PLAN A24F, BASIC TYPE (WIDTH MEASURED INSIDE TO INSIDEl. @ INSTALL THERMOPLASTIC 6" SOLID WHITE LEAD IN/LEAD OUT LINE PER DETAIL "A" ON SHEET 35. @ INSTALL THERMOPLASTIC 6" BROKEN WHITE LANE LINE PER CALTRANS STD. PLAN A20A, DETAIL 12. @ INSTALL THERMOPLASTIC 6" SOLID DOUBLE YELLOW CENTER LINE PER CALTRANS STD. PLAN A20A, DETAIL 22. @ INSTALL RAISED PAVEMENT MARKER EDGE LINE PER CALTRANS STD. PLAN A20B, DETAIL 26. @ INSTALL THERMOPLASTIC WHITE BIKE SYMBOL AND BIKE ARROW PAVEMENT MARKINGS WITH GREEN BACKGROUND PER DETAIL "B" ON SHEET 35 AND CALTRANS STD. PLANS A24A AND A24C. @ INSTALL THERMOPLASTIC 6" SOLID DOUBLE-DOUBLE YELLOW MEDIAN ISLAND PER CALTRANS STD. PLAN A20B, DETAIL 29. @ INSTALL THERMOPLASTIC 6" BROKEN WHITE LANE DROP LINE PER CALTRANS STD. PLAN A20C, DETAIL 378. @ INSTALL THERMOPLASTIC 8" SOLID WHITE CHANNELIZING LINE PER CALTRANS STD. PLAN A20D, DETAIL 38. @ INSTALL THERMOPLASTIC 8" SOLID WHITE CHANNELIZING LINE PER CALTRANS STD. PLAN A20D, DETAIL 38A. @ INSTALL THERMOPLASTIC 6" SOLID WHITE BIKE LANE LINE PER CALTRANS STD. PLAN A20D, DETAIL 39. @ INSTALL THERMOPLASTIC 6" BROKEN WHITE BIKE LANE LINE PER CALTRANS STD. PLAN A20D, DETAIL 39A. @ INSTALL THERMOPLASTIC 6" BROKEN WHITE LANE LINE EXTENSION PER CAL TRANS STD. PLAN A20D, DETAIL 40. @ INSTALL THERMOPLASTIC 6" SOLID WHITE 45· DIAGONAL LINE AT 40' SPACING. @ INSTALL THERMOPLASTIC 8" SOLID WHITE CHEVRON AT 50' SPACING. @ REMOVE ALL EXISTING PAINT FROM CURB AND REPAINT CURB RED !LENGTH PER PLANl. @ REMOVE EXISTING POST (IF PRESEND AND INSTALL NEW SQUARE GALVANIZED STEEL TUBING WITH ANCHOR POST AND SLEEVE PER CNB STD. DWG. NO. 924. @ REMOVE EXISTING POST UF PRESEND AND INSTALL SIGN AND POST PER MEDIAN NOSE TREATMENTS HIGH SPEED DETAIL ON SHEET 35. @ REMOVE EXISTING POST (IF PRESEND AND INSTALL SIGNS AND POST PER DRIVEWAY MEDIAN TREATMENTS DETAIL ON SHEET 35. @ INSTALL NEW NO. 5 PULL BOX, 2.5" CONDUIT (LENGTH PER PLAN), CONNECT TO EXISTING TRAFFIC SIGNAL PULL BOX, AND PULL AND CONNECT NEW DLCs. SEE ADVANCED DETECTOR LOOP RELOCATION NOTES ON SHEET 31. [I] EXISTING SIGN OF TYPE INDICATED TO REMAIN IN PLACE ON EXISTING POST OR EXISTING STREET LIGHT. [I] INSTALL NEW SIGN OF TYPE INDICATED ON EXISTING POST, NEW POST, OR EXISTING STREET LIGHT WHERE INDICATED. ~ REMOVE EXISTING SIGN OF TYPE INDICATED ON EXISTING POST OR EXISTING STREET LIGHT. REMOVE EXISTING SIGN POST IF ALL SIGNS ARE REMOVED. GRAPHIC SCALE 40 0 40 120 SCALE: 1" = 40' C-7885-2 !i' 'O ~ 0 0 ' g 0 z "' 0 ~ ffi ,. "' . ~ -" z "' o I "• "' . I!! -,; < ..... 3' go C "j: "' ~ ~~ <o ..., 0 u "' "' N "' 0 D <O z N < c!; Z N 0 ..... F -~ <~ !:: g ;! ..... ~--c-~~--S-t_a_n_t_e_c---~-----~------~~--~-------------~-~-AP-PR-□V-A-LR-EC-□-ME-ND-ED-,-~----S-I_G_N_I_N_G_A_N_D_S_T_R_IP_I_N_G_P-LA-N-------,~.z.! ~~~ JAMBOREE ROAD PAVEMENT REHABILITATION _ / AND RECLAIMED WATER CONVERSION ~: RECORD DRAWINGS These Record Drawings h11w been prepa~ based on the best <M17able infor,m1tion. \ltiile this information Is bel1eved to be reliable, City of Newport Beach ls not responsble fer 1ts occuracy. nor the errors or emissions which may or moy not hove been Incorporated into these ~ons. 38 lECHNQ0GY DRIVE, SlE 200 IR\INE, CA 92618 UNDER THE SUPERVISION OF: DAVID M. LEW R.C.E. C88915 (949) 923-6000 lEL (949) 923-6121 FAX 10/29/21 DATE DESIGNED: CHECKED: DRAWN: DML DML DATE: fl", 04/14/23 RECORD DRAWINGS & 04/15/22 SIGNING LOCATION REVISIONS NO. DATE DESCRIPTION OF REll1SIONS ANTONY BRINE RCE 45521 CITY TRAFFIC ENGINEER APPROVED DATE: __ 1_0~/_2_9 /~2_1 __ ST A. 46+00 TO ST A. 66+00 ~ ~ 1---------------------~------~«~ CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-7017-S t:J r:i 1---------i 3 :;. SHEET 33 OF 35 i ~ ~-----------------------------------------------~----------------~--------~--~-~-~~~~-~---~------------------~--~---------~--------------------~------~,o KRR MRH 10 29 21 SAN JOAQUIN HILLS ROAD \ 0 - 108 0 0 + 0, ~ - (Y) C0 ;::! (Y) C0 ::,; • 0 "' ,_~ HJ Cl) ;!: ---:cw Cl) Z' :;? w-w _, - Cl) ~ & -,_ -- 10• 135' 116,1---<f--- --IVILTI ' • ~ ~ -- 112 "' W11-15 E 0 ,_ :c (!) 0 -a:: ~ 0 aJ + C0 ..... • ~ Cl) w Z' -<C _, w :c wO Cl) ,_ ~ - ,...._ ~ - r 101 .::: d ,. - m -- +,. ' u • • - - I I - -- / \ • I I I I I I - - I c;l - - u 0 - -185' TYP. "' II I • NSEB(NB349l E 0 ,. - - , '----" . - - ' L - 101 .::: d ,. - R4-7 E N-HCA) E R1-2 109 0 0 <O <O 0 0 0 0 0 0 114 114 - -- -- .. ,-' : -\ )' -- -- ~ I ..._i o-~ "' 113 112 ER IRRIGATION ~ I 115 - EM-1a NSEBINB349l E R811CAJ - , ' I • --~ ' ... -- N 55' I --u, ~ 12 ~ C 114 101 "' .::: <O d = ,. • - II JAMBOREE ROAD ... 1: - ~ - - - 0 N r-- 0 109 +- I ., -..-, --I I ~ 112 115 ~ _/ - <X) .., -<X) .., - • u ~ ~ ' 109 • 114 ~ N TYP. 117 101 • / • / W4-1 E ~ 0 0 E R811CAl 0 106 ~ ~ ~ 9 ,-.. "' ..., --- N st-/2\ ---.. + l.l..l ! \Tl (~ ... -> -,-- N ..., -- "' -I • rnfil --}I' ',·· ' @ ' 108 0 0 0 JAMBOREE ROAD R3-7 R118(CAl 126 -405' TO _X-WALK • 0 0 0 106 ~ - --- - - . I u 115 -I • ' 109 r---,-R811CA) 121 I R81 B!CAl 73+00 \ 0 & -::::::--- 115 "' <O ~ 117 • • -- / ' ~ ' l • -·~ ' -. -- -- □ . • 0 • 114 117 "' ~ 0 <O R4-4 E G66-21A(CAXLTl "TOURIST INFO" g 106 108 ---• & \ 0 \ 0 106 0 = <O 130' _;_ --0 ~ ' I C - -- -- I - 0 108 0 <O ,-.. I I I ,-.. • - 109 0 0 0 108 - --- 0 ~ 106 0 0 0 0 "' g ~ 106 114 114 117 --- • -- 114 114 0 "' 0 0 = = = "' <O st- R2-1155l E R811CAl - RM NSEBINB349l ~ 1 NSEBINB349l / 121 I • - --- - --.. ' . J I + I -- -... --- N - -;., "' I 250' TIRANSITIO I -~ - @ 106 109 0 0 0 R811CAl R81B(CAl E C) C) + 1-U) u. t-w <i. ...I t:~ v, 0 UJ ...I ZUJ :i m X UJ (.) UJ '< en .. ✓ C) C) + C0 co It) ,M i:!: I- C/) ttl w :::c z Cl) -_, w :::c w (.) U'J ~ ~ .. CONSTRUCTION NOTES @ INSTALL DETECTOR LOOPS PER CNB STD. DWG. NO. 923, AND CONNECT TO DETECTOR LEAD IN CABLE IN EXISTING TIRAFFIC SIGNAL PULL BOX. @ INSTALL THERMOPLASTIC WHITE PAVEMENT MARKING SPECIFIED PER CALTRANS STD. PLAN A24A TO A24E. @ INSTALL THERMOPLASTIC 12" SOLID WHITE LIMIT LINE PER CALTRANS STD. PLAN A24G. @ INSTALL THERMOPLASTIC 12" SOLID WHITE CROSSWALK PER CALTIRANS STD. PLAN A24F, BASIC TYPE (WIDTH MEASURED INSIDE TO INSIDEl. @ INSTALL THERMOPLASTIC 6" SOLID WHITE LEAD IN/LEAD OUT LINE PER DETAIL "A" ON SHEET 35. @ INSTALL THERMOPLASTIC 6" BROKEN WHITE LANE LINE PER CALTRANS STD. PLAN A20A, DETAIL 12. @ INSTALL RAISED PAVEMENT MARKER EDGE LINE PER CALTIRANS SID. PLAN A20B, DETAIL 26. (@) INSTALL THERMOPLASTIC WHITE BIKE SYMBOL AND BIKE ARROW PAVEMENT MARKINGS WITH GREEN BACKGROUND PER DETAIL "B" ON SHEET 35 AND CALTRANS SID. PLANS A24A AND A24C. @ INSTALL THERMOPLASTIC 6" SOLID DOUBLE-DOUBLE YELLOW MEDIAN ISLAND PER CALTRANS SID. PLAN A20B, DETAIL 29. @ INSTALL THERMOPLASTIC 8" SOLID WHITE CHANNELIZING LINE PER CALTRANS STD. PLAN A20D, DETAIL 38. (@) INSTALL THERMOPLASTIC 8" SOLID WHITE CHANNELIZING LINE PER CALTRANS STD. PLAN A20D, DETAIL 38A . @ INSTALL THERMOPLASTIC 6" SOLID WHITE BIKE LANE LINE PER CALTRANS SID. PLAN A20D, DETAIL 39. @ INSTALL THERMOPLASTIC 6" BROKEN WHITE BIKE LANE LINE PER CALTRANS STD. PLAN A20D, DETAIL 39A. @ INSTALL THERMOPLASTIC 6" BROKEN WHITE LANE LINE EXTENSION PER CAL TIRANS STD. PLAN A20D, DETAIL 40. @ INSTALL THERMOPLASTIC 6" SOLID WHITE 45" DIAGONAL LINE AT 40' SPACING . @ REMOVE EXISTING POST (IF PRESEND AND INSTALL NEW SQUARE GALVANIZED STEEL TUBING WITH ANCHOR POST AND SLEEVE PER CNB STD. DWG. NO. 924. (!E} FURNISH NEW DETECTOR SENSOR UNIT AND INSTALL IN EXISTING CONTIROLLER CABINET. FURNISH AND PULL NEW BIKE LOOP DETECTOR LEAD-IN CABLE (LENGTH PER PLAN) TO EXISTING CONTIROLLER AND CONNECT NEW LEAD-IN CABLE TO NEW SENSOR UNIT. (§) REMOVE EXISTING POST (IF PRESENTl AND INSTALL SIGN AND POST PER MEDIAN NOSE TIREATMENTS HIGH SPEED DETAIL ON SHEET 35. @ REMOVE EXISTING POST (IF PRESENT) AND INSTALL SIGNS AND POST PER DRIVEWAY MEDIAN TREATMENTS DETAIL ON SHEET 35. @ INSTALL NEW NO. 5 PULL BOX, 2.5" CONDUIT (LENGTH PER PLAN), CONNECT TO EXISTING TRAFFIC SIGNAL PULL BOX, AND PULL AND CONNECT NEW DLCs. SEE ADVANCED DETECTOR LOOP RELOCATION NOTES ON SHEET 31. [I] EXISTING SIGN OF TYPE INDICATED TO REMAIN IN PLACE ON EXISTING POST OR EXISTING STIREET LIGHT. [I] INSTALL NEW SIGN OF TYPE INDICATED ON EXISTING POST, NEW POST, OR EXISTING STREET LIGHT WHERE INDICATED. ~ REMOVE EXISTING SIGN OF TYPE INDICATED ON EXISTING POST OR EXISTING STREET LIGHT. REMOVE EXISTING SIGN POST IF ALL SIGNS ARE REMOVED. GRAPHIC SCALE 40 0 40 120 SCALE: 1" = 40' C-7885-2 !i' 'O ~ 0 ' g 0 z "' 0 ~ ffi ,. "' . ~ .,, z "' o I "• "' . I!! .,; </ 3' g' C "j: "' ~ ~~ <o -' 0 u "' "' N "' 0 D <O z N < c!; Z N 0 / F -~ <~ !:: g =!/ ~--c-~~--S-t_a_n_t _e_c---~-----~------~~--~-------------~-~-AP-PR-OV-A-LR-EC-0-ME-ND-ED-,-~----S-I_G_N_I_N_G_A_N_D_S_T_R_IP_I_N_G_P-LA_N ____ ____,~.z.! ~~~ JAMBOREE ROAD PAVEMENT REHABILITATION ,.,. RECORD DRAWINGS These Record Drawings hove been prepa~ based on the best <M17able infor,m1tion. \ltiile this information Is bel1eved to be reliable, City of Newport Beach ls not responsble fer 1ts accuracy. nor the errors or emissions which may or moy not hove been Incorporated into these ~ans. 38 lECHNQ0GY DRIVE, SlE 200 IR\INE, CA 92618 UNDER THE SUPERVISION OF: DAVID M. LEW R.C.E. C88915 (949) 923-6000 lEL (949) 923-6121 FAX 10/29/21 DATE DESIGNED: CHECKED: DRAWN: DML DML DATE: fl", 04/14/23 RECORD DRAWINGS & 04/15/22 SIGNING LOCATION REVISIONS NO. DATE DESCRIPTION OF REll1SIONS / AND RECLAIMED WATER CONVERSION ~~ ANTONY BRINE RCE 45521 CITY TRAFFIC ENGINEER APPROVED DATE: __ 1_0~/_2_9 /~2_1 __ ST A. 66+00 TO ST A. 86+00 ~ ~ 1----------------------~------~«c!; CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-7017-S t:J r:i I---------< 3 ~ SHEET 34 OF 35 i ~ ~-----------------------------------------------~----------------~--------~--~-~-~~~~-~---~------------------~--~---------~--------------------~------~,o KRR MRH 10 29 21 APP, OTY ENGINEER DRAWN: J. RUEDAS DATE: Sfl/2020 r --- ·--~? I I RCE ~ 117 la-- -- _! '.'..:0-:::. 125 ----200' 11<P.NS\i10\'.\ W11-1 D11-1<MOD) E .,, 0 N 114 109 - -- 0 0 r- 106 ,. • ill - ·irro IV(LTI~v-1; IV<LTI 101 ~ -;.... --:.-- 5 0 > 0 r- 101 106 • - a:, "' ~ .,, .,, r- 108 EM-1a E • E OCTA 405' TO IJMll..LINE 5 > 101 - - 101 VHLTI 100' TYP . --@ - - 106 113 106 115 -- -- 109 - co _.,, - JAMBOREE ROAD R4-7 24"x30" 30" ''====--' 2 5" I , RG-1 36"x121' 12" 84" ---: 2.5" OM1-3 (YELLOW) 18"x18" No border 18" DATE I MEDIAN NOSE I r--4' OR GREATER ------j ====--, R4-7c 18"x30" 36"x12" RG-1 OM2-2H (YELLOW) 12"x6" 30" '--: 2.511 12" I 12" 1--MEDIAN NOSE --j LESS THAN4' NO. DATE DESCRJPTION OF REVJSJONS Note ~----36" -----j 12" 0 0 0 0 0 0 0 0 18" 0 0 C 0 0 0 0 0 I r r NOTES A R6-1 sign is to be installed 18" from bottom of sign. 6 R6-1 sign and post are to be installed in the median, across from the center of the nearby driveway approach. c If median is less than 4' wide, install post at midpoint of median. APP. cm ENGINEER RCE DATE NO. DATE DESCRIPTION OF REVJSIONS -- 112 108 114 114 105 105 R£CLAIM£D WA T£R IRRIGATION I EASTBLUFF ROAD O~o o "' "' I 114 112 12, 5 (10) --I ',) t") - ----, I \ ,_I ,_, I FORD ROAD JOIN EX. STRIPING Cll • JOIN EX. STRIPING • • ;.., ,:- □ CONSTRUCTION NOTES @ INSTALL DETECTOR LOOPS PER CNB STD. DWG. NO. 923, AND CONNECT TO DETECTOR LEAD IN CABLE IN EXISTING TRAFFIC SIGNAL PULL BOX. @ INSTALL THERMOPLASTIC WHITE PAVEMENT MARKING SPECIFIED PER CALTRANS STD. PLAN A24A TO A24E. @ INSTALL THERMOPLASTIC 12" SOLID WHITE LIMIT LINE PER CALTRANS STD. PLAN A24G. @ INSTALL THERMOPLASTIC 12" SOLID YELLOW CROSSWALK PER CALTRANS STD. PLAN A24F, LADDER TYPE (2' BARS WITH 2' GAPS; BARS SHALL BE ALIGNED WITH DIRECTION OF TRAVEL; WIDTH MEASURED INSIDE TO INSIDE). @ INSTALL THERMOPLASTIC 6" SOLID WHITE LEAD IN/LEAD OUT LINE PER DETAIL "A" ON SHEET 35. @ INSTALL THERMOPLASTIC 6" BROKEN WHITE LANE LINE PER CALTRANS STD. PLAN A20A, DETAIL 12. @ INSTALL THERMOPLASTIC 6" SOLID DOUBLE YELLOW CENTER LINE PER CALTRANS STD. PLAN A20A, DETAIL 22. @ INSTALL RAISED PAVEMENT MARKER EDGE LINE PER CALTRANS STD. PLAN A20B, DETAIL 26. @ INSTALL THERMOPLASTIC WHITE BIKE SYMBOL AND BIKE ARROW PAVEMENT MARKINGS WITH GREEN BACKGROUND PER DETAIL "B" ON SHEET 35 AND CALTRANS STD. PLANS A24A AND A24C. @ INSTALL THERMOPLASTIC 8" SOLID WHITE CHANNELIZING LINE PER CALTRANS STD. PLAN A20D, DETAIL 38. (@) INSTALL THERMOPLASTIC 8" SOLID WHITE CHANNELIZING LINE PER CALTRANS STD. PLAN A20D, DETAIL 38A. @ INSTALL THERMOPLASTIC 6" SOLID WHITE BIKE LANE LINE PER CALTRANS STD. PLAN A20D, DETAIL 39. @ INSTALL THERMOPLASTIC 6" BROKEN WHITE BIKE LANE LINE PER CALTRANS STD. PLAN A20D, DETAIL 39A. @ INSTALL THERMOPLASTIC 6" BROKEN WHITE LANE LINE EXTENSION PER CAL TRANS STD. PLAN A20D, DETAIL 40 . @ INSTALL THERMOPLASTIC 6" SOLID WHITE 45' DIAGONAL LINE AT 40' SPACING. @ REMOVE EXISTING POST (IF PRESEND AND INSTALL NEW SQUARE GALVANIZED STEEL TUBING WITH ANCHOR POST AND SLEEVE PER CNB STD. DWG. NO. 924. @ INSTALL THERMOPLASTIC 8" SOLID WHITE 45' CHEVRONS AND DIAGONALS ADJACENT TO MEDIAN ISLAND AT 25' SPACING. ffi@ REMOVE EXISTING POST (IF PRESEND AND INSTALL SIGN AND POST PER MEDIAN NOSE TREATMENTS HIGH SPEED DETAIL ON SHEET 35. GRAPHIC SCALE @ REMOVE EXISTING POST (IF PRESEND AND INSTALL SIGNS AND POST PER DRIVEWAY MEDIAN TREATMENTS DETAIL ON SHEET 35. 40 0 40 SCALE: 1" = 40' 50' 6" WHITE STRIPE"\ DIRECTION OF TRAVEL DETAIL "A" SCALE: NTS 20' SYMBOL OR 39A ARROW "'aL----B-IK_E _ _,,__ __ D_E-TA_I_L -39 _ _,_ __ B-IK_E_L_A_N_E -+----- DETAIL 39_/ OR 39A 6' 6' DETAIL "B" SCALE: NTS 6' ---PREFORMED THERMOPLASTIC STENCIL AND INTEGRATED GREEN BACKGROUND PER SPECIFICATIONS 120 [I] EXISTING SIGN OF TYPE INDICATED TO REMAIN IN PLACE ON EXISTING POST OR EXISTING STREET LIGHT. ~ GRIND EXISTING STRIPING (SQUARE FOOTAGE OR LEGEND PER PLAN). [I] INSTALL NEW SIGN OF TYPE INDICATED ON EXISTING POST, NEW POST, OR EXISTING STREET LIGHT WHERE INDICATED. ~ REMOVE EXISTING SIGN OF TYPE INDICATED ON EXISTING POST OR EXISTING STREET LIGHT. REMOVE EXISTING SIGN POST IF ALL SIGNS ARE REMOVED. CUSTOM SIGN LEGEND: NO STOPPING ENTIRE BLOCK NESB(NB349) (CNB STD. DWG. NO. 925) IRRIGATION RECYCLED WATER DO NOT DRINK @ NO BEBER ~ BIKE ROUTE BIKE RIDING PERMITTED ON THIS SIDEWALK D11-1(MOD) ONLY ONLY ONLY ~ " iii "' 8 -6 8 <O Z N 0 0 ffi ~ "' . !s' ,ll ~J u • "' 1! I!! ;')- < "' ~ ,!; CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS RECLAIMED WATER IRRIGATION R61-34(CA)(MOD) 0 • "' e MEDIAN NOSE TREATMENTS STANDARD DRAWING NO. DRAWN: J. RUEDAS X HIGH SPEED DATE' 8/31/2020 SHEET 2 OF 2 STANDARD DRAWING NO. DRIVEWAY MEDIAN TREATMENTS X SHEET 2 OF 2 C-7885-2 ~_:9. <o -' 0 u <O "' N "' 0 0 <O z ~ <o z ;:> 0 • ~~ ,-0 ~J-~---~------------.----------,----------,------,-------,,----------------------,----,.-==~~~:;;;;;;::;:;:---,--------=-:--=:-:--:~-=---=-:-:-::=-:==-=-:-=--:--=---=~-=-:------, w N () APPROVAL RECOMENDED: SIGNING AND STRIPING PLAN ~! ~(fESS/~ Stantec ~~~ JAMBOREE ROAD PAVEMENT REHABILITATION ~: ~~~LL flu/'. ) U 38 lECHNQOGY DRIVE, SlE 200 (949) 923-6000 lEL AND RECLAIMED WATER CONVERSION ~ ~ IRIINE, CA 92618 (949) 923-6121 FAX ANTONY BRINE RCE 45521 o .;; STA. 86+00 TO FORD ROAD c5 ~ 0 • UNDER THE SUPERVISION OF: CITY TRAFFIC ENGINEER f---------------------,--=-==-=--==--:::---1 "' ;!; These Record Drawings how been prepa~ based on the best <M17able infor,m1tion. \ltiile DESIGNED DRAWN· ffi c QF N EWPQRT BEACH R 7017 S "' "' !f:rA this .,formation Is bel1eved to be reliable, City of Newport Beach ls not responsble fer 1ts accuracy. nor the / / : • 04/14/23 RECORD DRAWINGS ITY --w N RECORD DRAWINGS OFCP-1.: =,,-;.,;m,whh•moyo,moy•othowlooml,""Ponrt,d•tolhm,~ou. DAVID M. LEW 10 29 21 DML DML 2 10/29/21 t----------1 !5~ L ________________________ _:: ____________________ _J_R_.c_.E_._c_BB_9_15 __________ D_A_TE_L _______ ...Lc_HE_c~1~R~~~M~R~HLD_A_TE_:1~0L2~9L 2~1LN_o.-1.. __ DA_T_E_..1-D_Es_c_R1P_T1_o_N_o_F_R_E_~s_1o_N_s __________ .L,_AP_P_R_ov_E_DLD_A_TE_,~~~~~~~~~~~~~~.L,_ ____ P_U_B_L_1_c_w_o_R_K_S_D_E_P_A_R_T_M_E_N_T ___ __,__s_HE_E_T_3 __ 5o_F_3_5~!~