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HomeMy WebLinkAboutR_6086_SCITY OF COSTA MESA C) PROJECT LOCATION UPPER NEWPORT BAY uM'NERSID VICINITY MAP SYMBOL/LEGEND -0- @ © ([;j) D()<J l1i!l {2l [i,] :¢'-o @ (- t,, -a- ® e lloYl IT'll ~ ® co POWER POLE SEWER Clf AN OUT SEWER ,1ANHOLE STORM DRAIN MANHOLE "IRE HYDRANT WATER METER STREET UGHT PJLL BOX TRAFFIC SIGNAL PULL BOX ST:lEET LIGHT WATER VALVE GUY WIRE SURVEY MONUMENT SIGN VAULT VENI TREE IRRIGATION CON IROL VALVE CABLE TV PULL BOX CORING LOCA r!ON FLFCTRICAL MANHOLE ELECTRICAL PULL BOX BUILDING EXISTING CONSTRUCTION PROPERTY LINf ----NEW CONSTRUCTION -ff. --CENTERLINE ----5----SEWER LINE w WATER LINE GAS LINE ELECTRICAL UNF --T--TELEPHONE LINE -CATV-CABLFVISION LINE --SP--SPRINKLER SYSTEM -x-x-x-FfNCF J LLLJ BLOCK WALL \JOT TO SCALE ABBREVIATIONS (IN ADDITION TO GREE~BOOK SECTION 1-3.2) AB AGGREGATE BASE A.DP AREA DRAIN PIPE ARV AIR RELIEF VALVE ~.CP ASBESTOS CEMENT PIPE AC ASPHALT CONCRETE BC BEGiN CURVE BCR SEG:N CURVE RETURN BVC BEGiN VERTICAL CURVE BLK BLOCK CATV CABLE TV Cl CAST iRON ff. CENERUNE CNB CiTY OF ~EWPORT BEACH CL CLASS CLR CLEAR C&G Cl!RB AND GUTTER DW DOMESTIC WATER LINE f EAST /ELECTRIC EB EAST-BOJND EC END CURVE ECR END CURVE RETURN EVC END VERTICAL CURVE EXIST EXISTING FLG Fi_ANGE FE F'_ANGED END FL F'"OW UNE FM FORCE MAN co FiBER OPTiC FS F!NISH SURFACE ~ GAS V GV GATE VALVE GB GRADE BREAK GE GROOVED EMO IP&T IRON PIPE AND TAG LT LEFT MA.X MAXIMUM MIN MINIMUM MJ MECHANICAL JOINT N NORTH NG NATURAL GROUND NTS NOT TO SCALE NO NUMBER OG ORIGINAL GROUND PE PLAIN END POC POINT OF CONNECTION PROP PROPOSED PB PUiL BOX RCP REINFORCED CONCRETE PIPE RET RETAINING RG RO'JGH GRADE RT RIGHT SCH SCHEDULE s SEWER SB SOUTH-BOUND sco SEWER CLEANOUT SMH SEWER MANHOLE SH f SHEET SW SIDEWALK s SOUTH SCE SOUTHERN CALIFORMA EDISON SQ SQUARE STL STEEL T TELEPHONE 'II WEST/WATER W/ WITH I PUBLIC WORKS DEPARTMENT STREET IMPROVEMENT,S IN S,AN JOAQUIN IRVINE COMPANY APARTMENT COMMUNITIES 550 NEWPORT CENTER DRIVE NEWPORT BEACH, CA 92660 PHONE: (949) 720-2000 EMERGENCY TELEPHON!E NUMBERS HILLS ROAD,& S,ANTA CRUZ DRIVE 1101 SAN JiOAQUIN HILLS DRIVE NEWPORT BEACH, CA CIVIL ENGINEER ORIANA SLASOR, P.E. FUSCOE ENGINEERING, INC. 16795 VON KARMAN, SUITE 100 IRVINE, CA 92606 PHONE: (949) 474-1960 FAX: (949) 474~5315 ' .,,,., .. ,.,., .,, .. ,,,, ... DAY NIGHT SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY AT&T ITLEPHONE COMPANY CITY OF NEWPORT BEACH UTILITIES DIVISION ORANGE COUNTY SANITATION DISTRICT TIME WARNER CABLE COX COMMUNICATIONS ENGINEER OF RECORD DATUM STATEMENT (800) 624-8153 (500) 611-1911 (800) 332-1321 (949) 644 3011 (949) 644--3717 (714) 962-2411 (714) 542-6222 (949) 474-1960 APPROVED:-,-------------------~---- DAV!b A. WEBB, P.E., PUBLIC WORKS DIRECTOR 1 oo· o· 50• 1 oo· t.-_rmJ I 1 SCALE: 1" = 1 oo· DAT£: ______ _ GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION" AND SUPPLEMENTS ro DATE, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS. 2. EXISTING UNOERGRCUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE >OR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSffiUCTiON. 3. AUL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS. 4. P.C.C. SHALL BE CLASS 560--C--3250 5. CONTRACTOR SHALL ADJUST CITY UTILITIES (eg_ WATER VAULTS, WATER VALVES, sec, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOUES) FRAMES AND COVERS TO .FINISHED GRADE PER CITY STANDARDS. ALL OTHER UTILITIES SHA_L BE ADJUSTED TO GRADE BY OTHERS. 6. PROPOSED PAVEMENT AND CURB AND GUTT[;"( SHALL JOl'i AND MATCH L!NE AND GRADE OF EXISTING IMPROVEMENTS UNLESS NOTED OTHERWISE. 7. ANY DISCREPANCY IN THE DRAWINGS OR SPECcFICATIONS SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER-ENGINECR SHALL M.~KE CHANGES TO DRAWINGS TO REFLECT AS CONSTRUCTED CONDITION_ ,-AILURE TO DO SO WILL PLACE RESPONSIBILITY OF THE CONTRACTOR FOR CORRECTION A'iD LIABILITY ON ENGINEER OF RECORD. 8. ANY WORK NOT INDICATED ON THE DRAWINGS BUT CALLED FOR IN THE SPECIFICATIONS, OR VICE-VERSA, AND ANYWORK REQUEST BY CNB PUBLIC WORKS INSPECTOR SHALL BE FURNISHED AND PERFORMED AS THOUGH SPECIFICALLY tNDICATED AND CALLED FOR IN BOTH. ANY WORK NOT INSTALLED ACCORDING TO DRAWINGS AND SPECIFICATJONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. 9. ALL ASPHALT CONCRETE PAVING SH.~LL HAVE A 3/8-INCH LIP PRESENT AT THE LiP OF THE GUTTER_ 10. DUE TO THE THICKNESS OF THE EXISTING PAVEMENT, NO SUPERTRUCKS SHALL BE USED AT ANY TIME UNLESS APPROVED BY THE ENGINEER (SEE SPECIFICATIONS). 11. OIGOUT QUANTITIES ARE LISTED fN THE PROJECT PROPOSAL AND SPECIFICATIONS. THE ACTUAL AREAS ARE PAINTED IN THE >IELD FOR BIDDING. 12. AN APPROVED ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK ACTIVITIES WITHIN THE PUBLIC RIGHT -OF -WAY. 13_ ALL WORK RELATED TO WATER IN THE PUBLIC RIGHT-OF-WAY SHALL BE PERFORMED BY A C-34 LICENSED PIPELINE CONTRACTOR OR A LICENSED GENERAL ENGINEERING CONTRACTOR. 14. AN APPROVED ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK ACTIVITIES WITHIN THE PUBLIC RIGHT OF WAY /EASEMENT. '15. AN ENCROACHMENT AGREEMENT IS REQUIRED FOR ALL NON-STANDARD IMPROVE~!ENTS WITHIN THE PUBLIC RIGHT OF WAY /EASEMENT_ 16. A PUBLIC WORKS DEPARTMENT ENCROACHMENT PERMIT INSPECTION IS REQUIRED BEFORE THE BUILDING PERMIT FINA.L INSPECTION CAN BE ISSUED. AT THE TIME OF PUBLIC WORKS DEPARTMENl INSPECTION, IF ANY OF THE EXISTING PUBLIC IMPROVEMENTS SURROUNDING THE SITE IS DAMAGED, NEW CON.CRETE SIDEWALK, CURB AND GUTTER, STREET PAVEMENT AND/OR PARKWAY LANDSCAPING WILL BE REQUIRED ANO 100% PAID BY THE ADJACENT OWNER. SAID DETERMINATION AND THE EXTENT OF THE REPAIR WORK SHALL BE MADE AT THE OISCRETION OF THE PUBLIC WORKS INSPECTOR. Ei I'--..... ' ..... ,... ' N i i 17. ALL WORK RELATED TO WASTEWATER IN THE PUBLIC RIGHT-OF-WAY SHALL BE PERFORMED BY A C-42 LICENSED SANITATION SEWER CONTRACTOR OR AN A LICENSED GENERAL ENGINEERING CONTRACTOR 18. SAN JOAQUIN HILLS ROAD AND SA'iTA CRUZ OR!VE ARE ON THE CITY'S STREET CUT MORATORIUM LIST. ANY TRENCHING OR DAMAGE TO SAID SffiEETS Will REQUIRE EXTENSIVE STREET REPAIR AT Tl-IE DISCRETION OF THE PUBLIC WORKS INSPECTOR. 19. FINAL APPROVAL OF ALTERNATIVE SURFACE IS SUBJECT TO ACTUAL FIELD ACCEPTANCE TESTING UTILIZING FIRE DEPARTMENT APPARATUS • EN 1GINEER'S NOTICE TO CONTRACTOR 1. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES AND/OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH CF THE AVAILABLE RECORDS. APPROVAL OF THESE PLANS BY THE DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS OF THE LOCATION OR THE EXISTENCE OR NONEXISTENCE OF ANY UTILITY AND/OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT THE CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO PROTECT THE UTILITIES OF RECORD OR NOT OF RECORD OR NOT SHOWN ON THESE PLANS, /.\ND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. • 2. RELOCATION OR REMOVAL OF ANY EXISTING UTILITIES SHALL BE PERFORMED BY THE RESPECTIVE UTILITY OWNERS, AT THE EXPENSE OF THE DEVELOPER. 3. UNAUTl0iORIZED CHANGES & USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS AND THE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT. 4. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLEfE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COJRSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THESE REQUIREMENTS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT THE CONTRACTORS SHALL DEFEND, INDEMNIFY, AND HOUD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY RFAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING EROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER, OR ANY PUBLIC AGENCY_ 5. THE CONTRACTOR TO POTHOLE AND VERIFY THE LOCATION AND ELEVATIONS OF ALL EXISTING UTILITIES AND UTILITY CROSSINGS PRIOR TO START OF CONSTRUCTION_ CONTRACTOR SHALL CONTACT CIVIL ENGINEER IN THE EVENT OF ANY CONFLICTS PRIOR TO CONSTRUCTION. 6-THE CONTRACTOR MUST NOTIFY UNDERGROUND ALERT AT 1-800-227-2600 A MINIMUM OF TWO FULL WORKING DAYS PRIOR TO START OF DEMOLITION, ·GRADING OR CONSTRUCTION OF ANY KIND. THE USA TICKET NUMBER MUST B[ AVAILABLE AT THE CONSTRUCTION SITE PRIOR TO START OF ANY WORK SHOWN ON THIS SET OF PLANS_ E 7, THE CONTRACTOR SHALL CONTACT MONICA VERDUZCO (714 560-5883) OR KYLE POFF ~ (71"--560-5816) AT OCTA PRIOR TO RELOCATION OF BUS STOP -~---------------------------------1- 1 _________ TITLE SHEET 2 _ DETAIL SHEEI /\ND NOTES 3 ________ SAN JOAQUIN HILLS ROAD PLAN & PROFILE 4 _________ SAN JOAQUIN HILLS ROAD PLAN 5 ________ SAN JOAQUIN HILLS ROAD PLAN 6 ________ SANTA CRUZ DRIVE PLAN 7 SECTIONS & SUPPORTING DOCUMENTS 8-15 __ ... PLANTING PLANS 16-20 IRRIGATION PLANS 21 ..... _ IRRIGATION LEGEND AND NOTES 22 ________ IRRIGATION DETAILS 0 -· ,)1 .,-"' ' ·~ ;J ., " " L to ___,. " C 0 Cc -C ~ ~ BASIS OF BEARINGS: BU.Rl'lGS SHOWN HERFCN ARE BASED ON THE CENTERLINE OF SAN CLEMENTE DRIVE, BEING N79'22'13"W PER PARCEL MAP FILED IN BOOK 81 PAGES 8 & 9 OF PARCEL MAPS. COORDINATES SHOWN ARE BASED ON THE CALIFORNIA COORDINATE SYSTEM (CCS83) ZONE \A 1983 N.A.D. (1991.35 EPOCH O.C.S. GPS ADJUSTMENT) ~·· .. --... --.. ---.. -.. --.. -.. ---.. ---... --.. ---............... ,_ ....................... -..... _ ......................................... __ ....,. .................. "'----...................................................................................... ..,1...,.. ................................... _ ...................................... _ ......................................... -.... --.----..... --...im 6 L ~ 05/16 TITLE SHEET R[Vl[l'/ED: CALL TOLL iREE 1-800-227-2600 BEFORE YOU DIG BENCHMARK: 0CS JN-56-77 NAVO 1988 ELEV~ 119_926 DISTANCES SHOWN ARE GROUND DISTANCES, UNLESS OTHERWlSE NOTED. TO OBT/\IN GRlD DISTANCE MULTIPLY GROUND DISTANCE BY 0_99996677. DESCRIBED BY OCS 2004 -FOUND 3 3\4' OCS ALUMINUM BENCHMARK DISK STAMPED "JN-56-77", SET IN THE TOP "!<lRTHERLY CORNER OF A 4.5 FT, BY 6 FT_ CONCRETE CATCH BASIN, MONUMENT fS LOCATED IN 11-IE SOUTHEASTERLY PORTION OF THE INTERSECTION OF JAMBOREE ROAD AND SAN JOAQUIN HILLS ROAD, SET IN THE CENTER MEDIAN FOR SAN JOAQUIN HILLS ROAO, 14 FL SOUTHEASTERLY OF lliE NORlliWESTERL Y NOSE Of lliE MEDIAN AND 4 FT_ NORTHERLY OF THE SOUTI1ERL Y CURB FACE OF TI<E MEDIAN. MONUMENT IS SET LcVEL I\IJH T~E SIDEWA . APPROVAL RECoo.lEr,1)£1) G-IOEIRING M.O,D, DlRECTOR 16,795 Von Korman, Suilo 100, Irvine, C<llllomio 92606 !el 949.474.1960 o fax 949-474_53.15 a www.fuscoe.com OAT£ --------- ORIANA SIASOR RCf: C63451 BULLETIN # 12 . DATE REI/ISION NO. C6345! £,q,. 09/30/16 . STREET IMPROVEMENT ! IN SAN JOAQUIN HILLS ROAD & 'J "' DATE SANT A CRUZ DRIVE 5 ~;,:;;;,~-------L .......... ,_ ..... ..:.;..;;.,;.;.;..;..;;;.;..;.;;;.:;.;.;..;,.;.,;.;;;;.. .................. .,a t OR [1\NA SLASOR R.C.E. •~O C63451 11--o-Es_IGNE_o---=-=DB'---I---DR-AWN __ EL--11;C[TY OF NEWPORT BEACH S-527 4-S : OS DAT56/16/2014 PUBLIC WORKS DEPARTMENT SHEET 1 Of 22 -! CHECKED SEE PRECISE GR,\DING PU1N 6" O' TO 14'-2" 1---------------"'--=-G""RA"'s'"'s""P"'Av~F~------------....;I ;-6" CONCRETE 1 HEADER ~ GRASSPAVE 2 I I I c,' -o" SIDEWALK 2" 8 0.. ' H:~¥'-tr#fi;~J--:--... ___ 'T -:-,_ '--_ -...,.-_ :'::.-1.~~::::5..:...'%:o :M:A:X~:.::::i-...+~,!;\\l: #4 REBAR CONTINUOUS \ ' GRASSPAVE DETA:IL \_ #5 BARS @ 18" BOTH WAYS O.C. 1 ca "" s'-·4" GRASS PAVE 1 GRASS.PAVE 2 I • 12" AGGREGATE BASE MIRAFI 600X GEOFABRIC OR EQUIVl,LENT COMPACTED SUBGRADE 12" AGGRFGATE BASF_; j j MIRAFI 600X GEOFABRIC CR EOUIVALENT CO\PACTED SUBGRADE N. T.S SEE SHEET 5 FOR GEOTECHNICAL INFORMATION 2 STREET WIDTH TO THIS POINT 24" [ ELEVATICN AS SHOWN ON p,_AN ' 3.0' 1 '-6" 1. THE SIGN MUST BE APPROVED BY LIFE SAFETY SFRVICES AND/OR CITY TRAFFIC ENGINEE9 AND MUST BE A MINIMUM OF 1 S"X 12" N • ' " ro ,STD. cuqB & GUTTER 2. LETTERING SHALL BE RED ON WHITE BACKGROUND, NO SMALLER THAN 2-1/4" IN HEIGHT, NOT REH.ECTORIZED. " ,.,., FS EXISTING AC PAVEMENI Lw z N I " ro ' ro 17 • ~6" " 7, ~ // .J~6'·,~ \ ~/ ~1 \LMOUNTABLE CURB TRANSITION MOUNTABLE CURB STD. CURB & GUTTER 8" MOUNTABLE CURB DETAIL N.TS. 12" M1N. REMCVE EXISTING AC P1'.VEMENT DO NOT DISTURB EXISTING A.GGREGATE FS EXIST\tJG BASE A~ p' l[MEN~ 3' MIN. w OlD PLAN Z 0.10' MIN. -' TO 1SUBGRADE ·~ ,.. 1 ' -··· t~~-----+--"=k· ,,. . .. l~ =··=· ······==-... ~ L.....c..c..-.-c---'--~-'---~ASSUMED SECTION 12" SAWCUT DETAIL PER CITY STD. TO BE CONFIRMED IN FIELD COLD PLANE DETAIL ~~WCUT & COLDPLANE DETAIL (I) FIBER OPTIC PULL BOX IN FIRE TURN-OUT LANES AND ENTRY: TEST SMFO CABLE ALONG SAN JOAQUIN HILLS ROAD FROM THE SPLICE VAULT LOCATED AT JAMBOREE ROAD/SAN JO,\QUIN HILLS ROAD INTERSECTION. PROVIDE TEST RESULT TO CITY. 2. FROM THE SPLICE VAULT Al JAMBOREE ROAD/SAN JOAQUIN HILLS ROAD, TERM1NATE SMFO CABLE FOR SAN JOAQUIN HILLS ROAD FROM TH[ SPLICE ENCLOSURE. ATTACH A PULL ROPE TO SMFO CABLE AND PULL SMFO CABLE BACK TO SANT/>. CRUZ DRIVF /IT THE CORNER OF SAN JOAQUIN HILLS ROAD/SANTA CRUZ DRIVE. COIL SMFO CABLE IN A FIGURE-EIGHT CONFIGURATION AND OUT Of PEDESTRIAN TRAFFIC. 3. REMOVE EXISTING PULL BOX IN EACH PROPOSED FIRE TURN OUT LANE OR ENTRY. 4. REMOVE STUB OUT AND SWEEPS. 5. JOIN EXISTING CONDUITS WITH A NEW CON)U!T AND COMPLETE CONNECTION WITH WATER CLAMPS. 6. FURNISH AND INSTALL NEW #6 PULL BOX LIO OUTSIDE OF EACH PROPOSED FIRE TURN-OUT LANE OR ENTRY IN PARKWAY. INTERCEPT EXISTING CONDUIT NW COMPLETE WITH NEW SWEEPS AND STUB-OUT IN THE PULL BOX. 7 .• FURNISH AND INSTALL NEW #10 GREEN W!RE FROM PULL BOX TO PULL BOX ANO CONNECT WIRE IN EACH PULL BOX WITH SPLIT BOLT CONNECTOR. 8. USING THE PULL ROPE, PULL SMFO CABLE FROM SANTA CRUZ ORIVE AND 8ACK TO THE SPLICE VAULT AT JAMBOREE ROAD/SAN JOAQUIN HILLS ROAD. COIL ; 5 FEET OF SMFO CABLE IN EACH BOX FOR SLACK. 9. TEST SMFO CABL[ FROM SPLICE VAULT />.T JAMBOREE ROAD/SAN JOAQJIN HILLS ROAD. PROVIDE TEST RESULT TO CITY 10. FUSION SPLICE SMFC CABLE IN EXISTING SPLICE ENCLOSLRE. 11. CONTRACTOR SHALL REPAIR ANY DAMAGES AT CONTRACTOR'S EXPENSE. EB ADVANCED LOOP PULL BOX IN LEFT-TURN POCKET ON SAN JOAQUIN HlLLS ROAD: 1. REMOVE EXISTING ADVANCED LOOP PULL BO>: A\JD LID IN CENTER MEOl/>.N. 2. REMOVE STUB-OUT AND SWEEPS. 3. JOIN EXISTING CONDUITS WITH A NEW CONDUIT ANO COMPLETE CONNECTION WITH WATER CLAMPS. 4. FURN'SH AND INSTALL NEW #5 PULL BOX AND LID IN CENTER MEDIAN APPROXIMl'.TELY 345 FEET FROM LIMIT LINE. 5. INSTALL NEW CONDUIT FROM NEW #5 PULL BOX AND JOIN EX'STING CONDUIT IN THE CENTER lvl!:.DIAN. 6. INSTALL NEW CONDUIT FROM NEW #5 P'JLL BOX TO EDGE OF GUTTER FOR ADVANCED LOOPS. 7. INSTALL NEW DETECTOR LEAD-IN CABLES (DLC) FROM ADVANCED LOOF FULL BOX TO TRAFFIC Ct,BINET. CONNECT DLC IN TRAFFIC CABINET FOR !TS INTENDED OFER/1.TION 8. INSTALL ADVANCED LOOPS (TYPE E) 345 FEET FROM LIMIT LINE. 9. SPLICE ADVANCED LOOPS TO DLC. 10. CONTRACTOR SHALL REPAIR ANY DAMAGES AT CONTRACTOR'S EXPENSE. FS NEW ST10PPING FIRE LANE NO STOPPIN,G SlGNS N.T.S. 6" 24" ' ... ' 3. THE WORDS "NO" SHALL BE WHITE ON RED BACKGROUND, NO SMALLER THAN 2 -1 / 4" IN HEIGHT, NOT REFLECTORIZED. 4. THE SIGN SHALL BE SECURELY MOUNTED FACING THE DIRECTION OF TRAVEL AND CLEARLY VISIBLE TO VEHICULAR TRAFclC ENTERING THE AREA . 5. SIGNS SHALL BE OF DURABLE MATERIAL AND CONSTRUCTION. (1) NO LIP AC PAVEMENT ' ~ ... NOTE: . GUTTER SLOPE TO FOLLOW CROSS SLOPE OF STREET PAVEMENT 1. FLOW LINE GRADE IS APPROX. 5% PER PLAN 2. SEE NOTES ON STD-182-L FOR INFORMATION ON JOINT 3. CONCRETE TO BE 560-C-3250 MO·DIFlED TYPE "C" CURB & GUTTER N.T.S. 2 SB ADVANCED LOOP PULL BOX l'N NEW PROPOSED DRIVEWAY ON! SANTA CRUZ D1RIVE: 1. REMOVE AND ABANDON EXISTING ADVANCED LOOP PULL BOX AND LID IN THE PROPOSED RELOCATED DRIVEWAY. • 2. FURNISH AND INSTALL NEW #5 PULL BOX AND LID OUTSIDE OF THE PROPOSED RELOCATED DRIVEWAY. INTERCEPT EXISTING CONDUIT AND COMPLETE WITH NEW SWEEPS AND STUB~OUT IN THE PULL BOX. 3. INSTALL NEW CONDUIT FROM #5 PULL BOX TO EDGE OF GUTTER FOR ADVANCED LOOPS. 4. INSTALL NEW DETECTOR LEAD-IN CABLES (DLC) FROM ADVANCED LOOP PULL BOX TO TRAFFIC CABINET. CONNECT DLC IN TRAFFIC CABINET FOR ITS INTENDED OPERATION. 5. INSTALL ADVANCED LOOPS (1YPE E) 200 FEET FROM LIMIT LINE. 6. SPLICE ADVANCED LOOPS TO DLC. 7. CONTRACTOR SHALL REPAIR ANY DAMAGES AT CONTRACTOR'S EXPENSE. FIB,ER OPTIC INTERC01NNECT: THE CITY'S TRAFFIC SIGNAL FIBER OPTIC INTERCONNECT RUNS ALONG THE SAN JOAQUIN HlecLS ROAD PROJECT FRONTAGE. IF THIS IS DAMAGED, .EXTENSIVE ANO COSTLY REPAI.RS WILL 8[ REQUIRED, TO BE PAID FOR BY CONTRACTOR. CONTRACTOR WILL BE REQUIRED TO REPAIR ANY DAMAGE. COPPER INTERCONNECT: THE CITY'S TRAFFIC SIGNAL COPPER INTERCONNECT RUNS ALONG THE SANTA CRUZ DRIVE PROJECT FRONTAGE. IF THIS IS DAMAGED, ANY REPAIRS WILL BE PAID FOR BY CONTRACTOR. CONTRACTOR \//ILL BE REQUIRED TO REP,~IR ANY DAMAGE. SIGNING & STRIPl,NG CONSTRUCTION N10TES PAINT TYPE IV (L) ARROW PER 201 0 CAL TRANS STANDARD DETAIL A24A MARKING SHALL BE THERMOPLASTIC PER CALIFORNIA MUTCD SECTION 3A.04 PAINT 8" WIDE LANE STRIPING PER 2010 CALTRANS STANDARD A200 DETAIL 38. PAINT 8" WIDE LANE STRIPING PER 2010 CALTRANS STANDARD DETAIL 38A PAINT 12" WHITE LINE AT 45 DEGREE ANGLE @ 10' SPACING. PAINT SOLID DOUBLE YELLOW LINE PER 2010 CALTRANS STANDARD A20A, DETAIL 22. INSTALL SIGN PER Cl1Y OF NEWPORT BEACH STANDARDS. @ REMOVE BY WET SANDBLASTING ALL CONFLICTING STRIPING. 8" CURB 21---~ 2% MAXIMUM -~· #5 BARS @ 18" BOTH WAYS 0.C. 8" CURB 2 >----~ 2% MAXIMUM - o'-19' MONOLITHIC POUR 15' 7" CURB ii >---"-'"-"'- PLACEMENT OF JOINT PER Cl1Y OF NPB ST0-109-L ·8 1 /4"PER FT. MIN. ..... 0.. - ,,·/.'.';·;·;'''' L>c·• " #5 BARS @ 18" BOTH WAYS 0.C. MONOLITHIC POUR SUBGRADE 4' COMPACTED SUBGRADE FIRE ACCESS I LOAD·ING ZONE □,ETAIL N.T.S. GUTTER SLOPE TO FOLLOW CROSS SLOPE OF STREET PAVEMENT SEE SHEET 5 FOR GEOTECHNICAL INFORMATION MODfFIED TYPE "C" PCC CURB & GUTTER PER DETAIL 6 TYPE "C" PCC CURB & GUTTER PER CITY OF NPB STD-183-L 8" CURB FLOW LINE GUTTER SLOPE TO FOLLOW CROSS SLOPE OF STREET PAVEMENT LIP OF GUTTER TYPE 'C' CURB TRANSITION N.T.S. CB • iSir. TYEE 2 K-1 (CA) O·BJECT MARKER(]) N.T.S. 2 DEMOLITIO!N NOTES [D SAWCUT & REMOVE EXISTING AC PAVEMENT PER DETAIL 4 ON SHEET 2 IT] SAWCUT & REMOVE EXISTING CURB & GUTTER [TI SAWOUT & REMOVE EXISTING SIDEWALK 0 SAWCUT & REMOVE EXISTING AC PAVEMENT m REMOVE EXISTING TREE m REMOVE IRRIGATION VALVE PER LANDSCAPE PLANS m REMOVE IRRIGATION PB PER LANDSCAPE PLANS [ S f ABANDON EXISTING 6". FIRE LINE AT MAIN. REMOVE EXISTING TEE AND REPLACE WITH PIECE OF c~goo PIPE WITH FORD ULTRA-FLEX COUPLINGS [l] REMOVE EXISITING RAMP [ 10J REMOVE AND DISPOSE OE EXISTING COX PULL BOX PER UTILITY COMPANY'S REQUIREMENTS [TI] REMOVE EXISTING 1 O" AC PIPE @J SAND BLAST RED PAINT STREET IM-PROVEMENT CONSTRUCTION NOTES 0) ® 0 © ® ® 0 ® CONSTRUCT 8" CURB & GUTTER TYPE 'A' PER CITY OF NEWPORT BEACH STD··182-L CONSTRUCT 8" CURB ONLY 1YPE 'B' PER CITY OF NEWPORT BEACH STD--182-L CONSTRUCT 8" CURB & GUTTER TYPE 'C' PER CITY OF NEWPORT BEACH ST0-183-L. USE 2' GUTTER TO MATCH EXISTING CONSTRUCT 4" POC SIDEWALK PER CITY OF NEWPORT BEACH STD 180-L CONSTRUCT 7" PCC SIDEWALK WITH #5 BARS @ 18" BOTH WAYS, CENTERED, OVER 12" CMB (•) JOIN EXISTING SIDEWALK, P1\VEMENT, OR CURB & GUTrER PER CITY or NEWPORT BEACH STD-108-L PAINT CURB YELLOW WITH "LOADING ZONE" 30' ON CENTER. CONSTRUCT 6" .AC OVER 12" AB ADJUST MANHOLt TO GRADE PER Cl1Y OF NEWPORT BEACH STD-111-L AND REPLACE WITH ® TRAFFIC RATED UD IN TRAFFIC AREAS. REPLACE .~NY BAD STORM DRAIN AND SEWER MANHOLE COVERS. CONSTRUCT GRASSPAVE PER DETAIL 1 ON SHEET 2 (*) CONSTRUCT MODIFIED 7" CURB ONLY TYPE 'B' PER CITY OF NEWPORT BEACH STD-182-L (*) ADJUST COX PULLBOX TO GRADE WITH H-20 RATED LID PROTECT IN PLACE ITEM AS NOTED. OCTA TO REMOVE EXISTING BUS STOP SIGN ANO INSTALL NEW SIGN AT STATION 13+96.06. CONTRACTOR SHALL COORDINATE WITH OCTA PRIOR TO RELOCATION OF BUS STOP. REMOVE EXISTING SPEED LIMIT SIGN. !NSTALL NEW SPFED LIMIT SIGN. TO STATION 16+05.00. r,... .... ' ,-.... I N @) (i]) @ @ @ @ @ @ @) @ @ 0 @ @ REMOVE EXISTING VENT AND INSTALL NEW POLYETHYLENE VENT SANDSTONE FINISH TO STATION PER ::::, P~. ~ RELOCATE EXISTING STREET LIGHT & PULLBOX TO MEDtAN PER CITY OF NEWPORT BEACH ST0-201-L REMOVE EXISTING SIGN AND INSTALL NEW "ONE WAY" (R6-2) SIGN AT MEDIAN STATtON 19+23.00. RELOCATE "NEWPORT BEACH POLICE DEPARTMENT" AND "MUSEUM OF ART" SIGN TO MEDIAN STATION 19+00.00 RELOCATE PULLBOX TO MEDIAN STATION 23+10.00 PLUG EXISTING DRIVEWAY PER Cl1Y OF NEWPORT BEACH STD-165-L CONST.RUCT COMMERCIAL DRIVEWAY APPROACH TYPE II PER CITY OF NEWPORT BEACH STD-161-L CONSTRUCT FIRE ACCESS / LOADING ZONE PER DETAIL 2 ON SHEET 2 (*). PLACEMENT OF JOINTS PER CITY OF NEWPORT BEACH ST0-1 09-L @ CONSTRUCT 8' WIDE STANDARD CROSS GUlTER PER C!1Y OF NEWPORT BEACH STD-185-l INSTALL 6" GATE VALUE WITH BOX, 1 5 LF OF 6" PVC PIPE, NEW MJ FIRE HYDRANT BURY, REMOVE AND RELOCATE EXISTING FIRE HYDRANT HEAD PER CITY OF NEWPORT BEACH STD-500-L, CONSTRUCT 48"X48"X6" THICK CONCRETE PAD REINFORCEMENT WITH W.W.F. 1.6X1 .6 ADJUST SCE VAULT LID OR MANHOLE TO GRADE PER SCE STANDARDS. COVER MUST BE H-20 RATED @ CONSTRUCT 8" MOUNTABLE CURB & 3' TRANSITION PER DETAIL 3 ON SHEET 2. @ @) ® ® @ ® (B @ @ ® ® @ ® @ @ @ @ @ @ REVOVE EXISTING STREET SIGN AND INSTALL NEW AT STATION SHOWN PER PLAN RELOCATE EXISTING COX POWER SUPPLY TO STATION SHOWN PER DRY UTILITY PLANS RELOCATE EXISTING COX PULLBOX / VAULT TO STATION SHOWN PER DRY UTILITY PLANS REMOVE EXISTING COX PEDESTAL. BURY EXISTING UTILITY IN VAULT WITH H-20 RATED LID RELOCATE EXISTING SCE SVC PEDESTAL TO STATION SHOWN PER DRY UTILl1Y PLANS CONSTRUCT CURB ACCESS RAMP PER CITY OF NEWPORT BEACH STD-181-L-B CONSTRUCT DETECTABLE WARNING SURFACE PER CITY OF NEWPORT BEACH ST0-181-L-8 CONSTRUCT CONCRETE HEADER PER LANDSCAPE PLAN (•) CONSTRUCT MEDIAN TAPER PER Cl1Y OF NEWPORT ElEACH STD-107-L. DD'=12' & LENGTH=120' INSTALL 4" PVC IRRIGATION SLEEVES. ADJUST AT&T MANHOLE TO GRADE (IF NECESSARY) PER DRY UTILl1Y COMPANIES RECOMMENDATIONS. COVER MUST BE t-1-20 RATED RELOCATE IRRIGATION CONTROL VALVE PER IRRIGATION PLAN HOT TAP WATER MAIN PER CITY Of. NEWPORT BEI\CH STD-500-L TRENCH SURFACE PER CITY OF NEWPORT BEACH ST0-105-L-F INSTALL 1 O" PVC STORM DRAIN PIFE (SOR 35) WITH TRENCH, BEDDING AND BACKFILL PER CITY OF NEWPORT BEACH STD-1 06-L CONNECT TO EXISTING CATCH BASfN INSTALL FIRE HYDRANT PER CITY OF NEWPORT BEACH STD-500-L, CONSTRUCT 36"X36"X6" THICK CONCRETE PAO REINFORCEMENT WITH W.W.F. 1.6X1.6 REMOVE/REPLACE FIBER OPTIC PULL BOX PER NOTES ON SHEET 2 REMOVE/REPLACE ADVANCED LOOP PULL BOX @ INSTALL "NO STOPPING-FIRE LANE" SIGN PER NBFD GUIDELINE C.02 ANO DETAIL 5 ON SHEET 2 @B iNSTALL 10" X 6" FLANGE TEE, 70" FLANGE COUPLING ADAPTER, 10" MJ X FLANGE ADAPTER, 20 LF OF 1 O" C-900 PVC PIPE AND 1 O" MJ AND CAP WITH MEGA LUG RESTRAINT @ SHUT OFF AND CAP 2" WATER SERVICE AT ·CORPORATION STOP. CONTRACTOR TO CONTACT "Z3I INSPECTOR MATT BULLMAN @ (949) 718-34i0 PRIOR TO ABANDONMENT ® ® (§ @i ~ ® INSTALL 6" PVC 90 DEGREE ELBOW AND THRUST BLOCK PER CITY OF NEWPORT BEACH STD 510-L-A NOT USED INSTALL TYPE 2 OBJECT MARKER K-1 (CA) PER DETAIL 8 ON SHEET 2 CONSTRUCT CURB ACCESS RAMP CASE "E" PER CITY OF NEWPORT BEACH STD 181-L-A. SEE DETAIL "A" ON SHEET 5 INSTALL 8" CONCRETE (560-0-3250) OVER 6" AB BETWEEN CROSS GUTTER ANO STREET RIGHT-OF -WAY ADJUST EXISTING PULL BOX (SMFO CABLE) TO GRADE ADJUST EXISTING PULL BOX (ADVANCED DETECTOR LOOP) TO GRADE ADJUST TRAFFIC SIGNAL POLE TO GRADE '5B' CONSTRUCT MODIFIED 8" CURB & GUTTER TYPE 'C' PER DETAIL 6 ON SHEET 2 & CITY OF '<'.31 NEWPORT BEACH STD-183-L (®) CONSTRUCT TYPE 'C' CURB TRANSITION PER DETAIL 7 ON SHEET 2 CONSTRUCT MODIFIED 4" PCC SIDEWALK PER CITY OF NEWPORT BEACH ST0-180-L WITH RED STAMPED BRICK PATTERN FINISH. COLOR IS TO BE APPROVED BY Cl1Y AND IS TO BE ITEGRATEO INTO CONCRETE MIX. • • INDICATES NON-STANDARD IMPROVEMENTS V C E D C E D ell ~ C ~ ~ ------............................. _______ ....................................................................... ._ .......... ....,_ ...................................... _ .... ___ ...,....,.,_ ............................................................ ~;; L NO. ·, DATE i RE\dSLON NO. C6J45-1 Exp. 09/J□/l6 ,r -,._.,. ,,; ' REVIEWED: OR f AMA SL A SOR R.C.E. NO. C63451 DETAIL SHEET AND NOTES fr STREET IMPROVEMENT ,] IN SAN JOAQUIN HILLS ROAD & ~ R i,.;.DA.;.;;;TE~~~~~i-..---s_AN_r_A_c_R_u_z_o-Rl""1v .... E ................ ~~ DESIGNED DB DRAM'J EL CITY OF NEWPORT BEACH S-527 4-S ~ I-C-H-EC-KE=D----+-DA-,E----11 OS 06/16/2014 PUBLIC WORKS DEPARTMENT SHEET 2 OF 22 t 140 130 13+00 1-5-1-CH). LEGEND: ADP AHrn DRAIN PIPE BC BEGIN CURVE CF CURB FACE EC END CURVE El.PB Fl.FCTRIC PUU_ BOX cX/lXISI EXISTING Fl FLOW LINE FS FINISH SURFACE 1_ LENGTH INV INVERT PROP PROPOSED R/W RIGHT OF WAY S SLOPE N N SCE SOUTHERN CALIFORNIA EDISON z ·'if) <i m I u r w -0: ~ z u co :5 ................ . xw LJ '.':('. m . . X -. LLJ . . . ~ w r- ,,.x .. . w 13 , . s:S8fi-!C.UJf!B. ,,...,...,, IQ N DEi"Att.:A HEREON\.· Yi, •· • · • •• LEGEND: IU TC TG TSPB TYF' SLEEvE STATION fi::LC:1!-IONE T:JP OF CURB TOP OF GRATE TRAFFIC SIGN,'l PULL BOX T)'PICAL PROPOStD TRFE PROPOSED TRC:E L= 1 .04' L=37.31 L-,17.69 J1 la . 14+00 ----.'----------/~-C / , ,,., , .... --;;': . .::· /./~4+DO ---/ I--"-- LINE TABLE NO. BEARING LENGTH L1 N33'41'52"W 37.31' L2 s50·34'01 "E 2.70' L3 N73"50'56"W 38.32' L4 S53'53' 1 O"E 61.00' L5 N53' 53' 1 O"W 5959' NO. C1 C2 C3 C4 C5 C6 PROP MEDIAN TC J, 15+00 ._,__ NO +io <D,,, -- Curve Table DELTA RADIUS LENGTH 20'40'40" 50.00' 18.04' 20' 16' 16" 50.00' 17.69' 79·52'46" 50.00' 17.35' 19·50'06" 50.00' 17.31' I 180'00'00" 2.00· 6.28' 180'00'00" 2.00' 6.28' TANGENT 9.12 8.94 B.76 8.74 INFINITY INFINITY / NOTE: REMOVE AND REPLACE IN KIND: ANY DAMAGED CURB, GUTTER AND SIDEWALK AT THE DISCRETION OF THE FIELD INSPECTOR. I 20' 8"CF\ TO EXIST. 7.66"CF\ TRANSITION CURB TRANSITl·ON SCALE: 1"=10' • o· 10· 20' Le. 0 s"cf TO EXIST. 7.3"CF TRANSITION CURB TRANSITION SCALE: 1"=10' B 3 STREET IMP'ROVEMENT CONSTRUCTION NOTES CONSTRUCT 8" CURB & GUTTER TYPE 'A' PER CITY OF NEWPORT BEACH STD-182-L CONSTRUCT B" CURB ONLY 1YPE 'B' PER CITY OF NEWPORT BEACH STD~132-L CONSTRUCT 4" PCC SIDEWALK PER CITY OF NEWPORT BEACH ST0~1so-L CONSTRUCT 7" CMB (•) PCC SIDEWALK WITH #5 BARS @ 13" BOTH WAYS, CENTERED, OVER 12" JOIN EXISTING SIDEWALK, PAVEMENT, OR CURB & GUTTER STD-108-L PAINT CURB YELLOW WITH '"LOADING ZONE" 30' ON CENTER. PER CITY OF NEWPORT BEACH 0 ® 0 ® ® 0 ® CONSTRUCT 6" AC OVER r,'.;\ CONSTRUCT MODIFIED 7" (1_J; (•) 12" AB CURB ONLY 1YPE 'B' PER CITY or NEWPORT BEACH STD-182-L @ @ @ @ ·@ ADJUST COX PULLBOX TO GRADE WITH H-20 RATED LID PROTECT IN PLACE ITEM AS NOTED. OCTA TO REMOVE EXISTING BUS STOP SIGN AND INSTALL NEW SIGN AT STATION 13+96.06. CONTRACTOR SHALL COORDINATE WITH OCTA PRIOR TO RELOCATION DF BUS STOP. REMOVE EXISTiNG SPEED LIMIT SIGN. INSTALL NEW SPEED LIMIT SIGN TO STATION 16+05.00. REMOVE EXISTING VENT AND INSTALL NEW POLYETHYLENE VENT SANDSTONE FINISH TO STATION PER PLAN. CONSTRUCT EIRE ACCESS / LOADING ZONE PER DETAIL 2 ON SKEET 2 (*). PLACEMENT OF JOINTS PER CITY OF NEWPORT BEACH STD-109-L @ INSTALL 4" PVC IRRIGATION SLEEVES. @ HOT TAP WATER MAIN PER CITY OF NEWPORT BEACH STD-500-L @ TRENCH SURFACE PER CITY OF NEWPORT BEACH STD-105-L-F '42' INSTALL 1 O" PVC STORM DRAIN PIPE (SOR 35) WITH TRENCH, BEDDING AND BACKFILL PER ~ Cl1Y OF NEWPORT BEACH STD-106-L CONNECT TO C:XISTING CATCH BASIN INSTALL F'!RE HYDRANT PER CITY OF NEWPORT BEACH STD--500-L, CONSTRUCT 36"X36"X6" THICK CONCRETE PAD "iEINFORCEMENT WITH W.W.F. 1.6X1 .6 REMOVE/REPLACE FIBER OPTIC PULL BOX PER NOTES ON SHEET 2 INSTALL "NO STOPPING-FIRE LANE" SIGN PER NBFD GUIDELINE C.02 AND DETAIL 5 ON SHEET 2 (') INDICATES NON-STANDARD IMPROVEMENTS DEM;QLITION NOTES OJ [I] IT] [TI [I] SAWCUI & REMOVE EXISTING AC PAVEMENT PER DETAIL 4 ON SHEET 2 SAWCUT & REMOVE EXISTING CURB & GUTTER SAWCUT & REMOVE EXISTING SIDEWALK SAWCUT & REMOVE EXISTING AC PAVEMENT REMOVE EXISTING TREE I'--,- w C E 0 C E 0 :J, ~ C • E '" SCALE: 1" = 20· lll""_,,.......,..., ___ """_""' ______________________ ""'1111""""'""" ______ "'11" ___ ..., ______ ""ll~~~--~~~""'."~~~~~~~~".""!~~~:';;'':::::"'12' SAN JOAQUIN HILLS ROAD PLAN & PROFILE @ NO. DA TE REV1SlON NO. C6J4-51 E>:p. 09/30/16 ·, ' ' \ I\ REVIEWED: STREET IMPROVEMENT g ORIANA SLASOR IN SAN JOAQUIN HILLS ROAD & f R.C.E. NO. C63451 "' DATE SANTA CRUZ DRIVE 3 .1,,;;;;;.;...;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;~----------------------.n~. DESIGNED DB DRAWN EL CITY OF NEWPORT BEACH S-527 4-S : ,_ ____ _,_ _____ _. " CHECKED OS DAT66 16/2014 PUBLIC WORKS DEPARTMENT SHEET 3 OF 22 ;;_: ~ LEGEND: BC BEGIN CURVE CF CURB FACE EC END CURVE C:P EDGE OF PAVEMENT EX/EXIST EXISTING IL ;·LOW LINE FS FINISH SURFACE MH MANHOLE P,OP PROPOSED R/W RIGHT OF WAY STA STATION TEL TELEPHONE (5 15%) =-'--"-'"'"----- 18 sOD -I--- SEE C PG 05 COI\STRUCTIOI\ .RA.MP FOR OF ~: ~Ilk! .....• l'i@it.Slta oelAf ''A" LEGEND: TC TDP OF CURB TSPB TRA.FFIC SIGNAL PULL BOX TYP TYPICAL PROPOSED T~EE • ,:, PROPOSED T,EE PROPOSED TREE en ; OJ N ~~ LL "' (/) "-N N f') ~ (/) ~ ij-~~ \ -·----;9. ______ ,,,,1.0:L • "-- .p lL .... ,,., ---- U'J 28.0' i £ill!."· ,.~.: 19.0' DRIVEWAY DETAIL ·•. -~"::<· .... -~" ,.,._.,,,,,, '---- ,.,,, -·-·· ....... =· :- ' ./.:··:::. -"'"-f'ff"":.,;:, •• -~~ ' .; .. H() U _J 1.{}i . U L.J ; -l!\C! i=-t= d·· "' J;:: ~ I" 0 ~-ro ['<-.! O)lcOOCh .~N N •i ·©--:"": +i:0 +:,_~I'() W lO >(+ ffi + 01 00 mil-m-l8:-~o m • 10 L() wen s,,.,. m I{) t.0 .--1 .--·!.-.--it o .---......-.-.-.-.-I i>--.-'~,...01- -<J; ---< w~-.,~< --::C: -r-~..:ti •• c-p_~-- r r oi-= ·. I-r.n i ~-o (/) ~ 1 (/) • ~-2 (/)- -ff~------....... ,, '" • ,_ -;:-,, .,...------ ~ ---'--·-'•,.......:,.__' Afki'.ifo, NO. C1 C2 C3 --~--~- C4 C5 C6 C7 CB C9 C10 C11 ..-,,_.,-co Y). lf) U) lll LO (/) ',, . g;:--.~- 0 0 a) (0 lf) ·I.[) ' "' ~,. lO).f) -~~ .. Curve Table DELTA RADIUS LENGTH TANGENT 55'05'38" 15.00' 14.42' 7.82 55·17•10" 50.00' 48.25' 26.19 o· 17'07" 6012,14' 29.93' 14.97 ' 179·34' 49" l I 2.00· 6.27' 546.0i 159'17'12" i 2.00' 5.56' 10.94 1 T45'3o" 83.00' 25.73' 12.97 1·10'24" 6000.00' 122.87' 61.44 ,1:)'24" 320.00' 40.06' 20.06 11·41'31" 200.00' 40.81' 20.48 60' 32'26" 25.00 26.42' 14.59 60'06'17" 25.00' 26.23' i 14.46 LINE TABLE NO. BEARING LENGTH L1 N59'49'02"W 40,57' \ l:2 C'!;L.i... mP ,.,., .. =-.:0 • t ' ' ;'A-0 -_"-----ihs;i -j~ o> s.~'x:. 0 ·,W§ ' ' SEE SHEET 7 FOR o·· o· !FLOW-DEPTH CALCULATIONS! SCALE: ~-_j'>\J'")' iv• ·-,; NOTE: REMOVE AND REPLACE IN KIND ANY DAMAGED CURB, GUTTER AND SlDEWALK AT THE DISCRETION OF THE FIELD INSPECTOR. NOTE: FINAL APPROVAL OF ALTERNATIVE SURFACE IS SUBJECT TO ACTUAL FIELD AcctPTANCE TESTING UTILIZING FIRE DEPARTMENT APPARATUS 5' 1 o· I to'. ! ,,1;,f''''r"✓-- .~~~;B. .. ....._,,~---· ·,;,,_ ,r.: ·, ,, ~-,---. ' ., •; :,;; ':d. ~; .. ::: --/~~-!Lil:', .. 20' SCALE: 1" = 20' STREET IMPROVEMENT CONSTRUCTION NOTES (D CONSTRUCT 8" CURB & GUTTER TYPE 'A' PER CITY oF NEWPORT BEACH STD-182-L 0 0 ® ® ® ® @ @ @ @ @ @ ®) @ @ @ @ @ @ @l ® @) @ @ @ @ @ CONSTRUCT 8" CURB & GUTTER TYPE 'c' PER CITY OF NEWPORT BEACH STD-183-L. USE 2' GUTTER TO MATCH EXISTING CONSTRUCT 4" PCC SIDEWALK PER CITY OF NEWPORT BEACH STD-180-L CONSTRUCT 7" PCC SIDEWALK WITH #5 BARS @ 18" BOTH WAYS. CENTERED, OVER 12" CMB (•) JOIN EXISTING SIDEWALK, PAVEMENT, OR CURB & GUTTER PER CITY OF NEWPORT BEACH STD-108-L CONSTRUCT 6" AC OVER 12" AB ADJUST MANHOLE TO GRADE PER CITY OF NEWPORT BEACH STD-111-L AND REPLACE WITH TRAFFIC RATED LID IN TRAFFIC AREAS. REPLACE ANY BAD STORM DRAIN AND SEWER MANHOLE COVERS. CONSTRUCT GRASSPAVE PER DETAIL 1 ON SHEET 2 (•) PROTECT IN PLACE ITEM AS NOTED. REMOVE EXISTING VENT AND INSTALL NEW POLYETHYLENE VENT SANDSTONE FINISH TO STATION PER PLAN . RELOCATE EXISTING STREET LIGHT & PULLBOX TO MEDIAN PER CITY OF NEWPORT BEACH STD-201-L REMOVE EXiSTING SIGN AND INSTALL NEW "ONE WAY" (R6-2) SIGN AT MEDIAN STATION 19·!· 23.00, RELOCATE "NEWPORT BEACH POLICE DEPARTMENT" AND "MUSEUM OF ART" SIGN TO MEDIAN STATION 19+00.00 PLUG EXISTING DRIVEWAY PER CITY OF NEWPORT BEACH STD-165-L CONSTRUCT a· WIDE STANDARD CROSS GUTTER PER CITY OF NEWPORT BEACH ST0-7.85-L INSTALL 6" GATE VALUE WITH BOX, 15 LF OF 6" PVC PIPE, NEW MJ FIRE HYDRANT BURY, REMOVE ANO RELOCATE EXISTING FIRE HYDRANT HEAD PER Cl1Y OF NEWPORT BEACH STD-500-l, CONSTRUCT 48"X48"X6" THICK CONCRETE PAD REINFORCEMENT WITH W.W.F. 1.6X1 .6 ADJUST SCE VAULT LIO OR MANHOLE TO GRADE PER SCE STANDARDS. COVER MUST BE H-20 RATED CONSTRUCT 8" MOUNTABLE CURB & 3' TRANSITION PER DETAIL 3 ON SHEET 2. REMOVE EXISTING STREET SIGN AND INSTALL NEW AT STATION SHOWN PER PLAN CONSTRUCT CURB ACCESS RAMP PER CITY OF NEWPORT BEACH STD-181-L-8 CONSTRUCT DETECTABLE WARNING SURFACE PER CITY OF NEWPORT BEACH STD-18i-L-B CONSTRUCT CONCRETE HEADER PER LANDSCAPE PLAN (•) INSTALL 4" PVC IRRIGATION SLEEVES. ADJUST .AT&T MANHOLE TD GRADE (IF NECESSARY) PER DRY UTILITY COMPANIES RECOMMENDATIONS. COVER MUST BE H-2D RATcD RELOCATE IRRIGATION CONTROL VALVE PER IRRIGATION PLAN TRENCH SURFACE PER CITY OF NEWPORT BEACH ST0-105-L-F REMOVE/REPLACE FIBER OPTIC PULL BOX PER NOTES ON SHEET 2 INSTALL "NO STOPPING-FrRE LANE" SIGN PER NBFD GUIDELINE C.02 AND DETAIL 5 ON SHEET 2 INSTALL 1 o" X 6" FLANGE TEE, 1 c" FLANGE COUPLING ADAPTER, 1 o" MJ X FLANGE ADAPTER, 20 LF OF 10., C-900 PVC PIPE AND 1 O" MJ ANO CAP WITH MEGA LUG RESTRAINT .@ SHUT OFF AND CAP 2" WATER SERVICE AT CORPORATION STOP. CONTRACTOR TO CONTACT -:::31 INSPECTOR MATT BULLMAN @ (949) 718--3410 PRIOR TO ABANDONMENT .'5(3\ INSTALL 6" PVC 90 DEGREE ELBOW AND THRUST BLOCK PER CITY OF NEWPORT BEACH ~ STD 510-L-A ® @ @ @ INSTALL TYPE 2 OBJECT MARKER K--1 (CA) PER DETAIL 8 ON SHEET 2 INSTALL 8" CONCRETE (560-C-3250) OVER 5• AB BETWEEN CROSS GUTTER AND STREET RIGHT-OF-WAY CONSTRUCT MODIFIED 8" CURB & GUTTER TYPE 'C' PER DETAIL 6 ON SHEET 2 & CITY OF NEWPORT BEACH STD-183-L CONSTRUCT rYPE 'C' CURB TRANSITtON PER DETAIL 7 ON SHEET 2 (*) INDICATES NON-STANDARD IMPROVEMENTS DEM10tlTION NOTES SAWCUT & REMOVE EXISTING AC PAVEMENT PER DETAIL "-ON SHEET 2 SAWCUT & REMOVE EXISTING CURB & GUTTER SAWCUT & REMOVE EXISTING SIDEWALK SAWCUT & REMOVE EXISTING AC PAVEMENT [I]· REMOVE EXISTING TREE' IIl REMOVE IRRIGATION VALVE PER LANDSCAPE PLANS REMOVE IRRIGATION PB PER LI\NDSCAPE PLI\NS ABANDON EXISTING 6" FIRE LINE AT MAIN. REMOVE EXISTING TEE AND REPLACE WITH PIECE OF C-900 PIPE WITH FORD ULTRA-FLEX COUPUNGS Q:D REMOVE EXISTING 1 O" AC PIPE @] SAND BLAST RED PAINT S,IGNING & STRIPING CONSTRUCTION NOTES PAINT TYPE IV (L) ARROW PER 2010 CALTRANS STANDARD DETAIL A24A. MARKING SHALL BE THERMOPLASTIC PER CALIFORNIA MUTCD SECTION 3A.04 PAINT 8" WIDE LANE STRIPING PER 2010 CALTRANS STANDARD DETAIL 38A. PAINT 12" WHITE LINE AT 45 DEGREE ANGLE @ 10' SPACING. .- ' ,-..... ' N .... E g ,,,___ .. C " E " lll""_.,.._.., ___ ..,.. _____________ ....,...., _____________ ...,..., ____ "'lll' __________ ""'ll""'----------------------4 & ~ SAN JOAQUIN HILLS ROAD PLAN g- NO. DATE REV!SlON ~o. C:63451 E:-lp. 091/30/iS "\ ' ' ' RE'l[cWED: ORIANA SLASOR R.C.E. NO. C63451 STREET IMPROVEMENT g ~ IN SAN JOAQUIN HILLS ROAD & £ ~ DATI' SANTA CRUZ DRIVE _')- ~.;;....;;;;;;;;;;;;;,;;;;;;;;;;.;;;;;;;;;;;;;;;;1.. .................. ----------------.... -1 -1; DESIGNED DB DRAWN EL CITY OF NEWPORT BEACH S-527 4-S ~ II--C-H-ECK_E_D_o_s-l-DA-Ta-6-/1_6_2_0_14-,I: PUBLIC WORKS DEPARTMENT SHEET 4 OF 22 ! 22,oc To: June fL:!014 irvint' Company r\paitment CornmL.miiies 5"ill N:: ... vport Cen1er Dnve NC'vVport Beach. Calil .. on1ia 1)2660 Mr. Joseph ()'Toole Sub_jcct: Pa\-ernent Section Rt:Cl)Jllfllendatium. (()[' Fire Ao.:c:.:, Ru:.ids, S;n; Joc1quin ?1a1.a Apartment Sit.:. City of Newport Bcad1. C\1lrfr)rnic. N\;J(i (icotcchnical, Inc (!\rv!Ci) has rreparcd 1hi:s rqic:ri to p1·nvide s0:·uctut·al p.::ivcment :.~·c11on recommendations for the proposed fii.,,: a:.:c~ss roads at tl~c ~11h~cc1 si~c. The propo:-cd fire access roads at rhe site include: I) a co11crece turnout along San Jo:.1qu1n f-ldls Ro:i<l along the \.Vestern porrion 0!~1he si:e; 2) a gra1-,; rnvered (1.e. turf hlock) :11.x:ess :ilong San ),Jac;uin .Hi11 Road :-1long the e'.lslern ponl,m ul'lht: 1-itc::: 3) the concrc1e p2vl'-r covered 1m1in entry to the .'..uiJject ~ik f:om till~ S,m Jm,quin Hill.c.. Rrn1d along ::iie :10rthern portion 0fthc :-.1\e; and Basc(i on our experience with sim;lar sire soils, a design R~valnc nf 1 ~ is ar,ticipatcd ~~-1r .,_he subject sit0. The above Q{.'Ccss roads are generally (CXCt.-J-1l for the gra::s co-v~rcd occcss road). anticipat;:"<l robe utilized as public acces:i roads with occasionnl la:·gc moving: truck trnffk <bring th,<;; rnrrve~inimo,-e-out epi:so(jes for 1he :1partmem tenant~. Ba:..;eJ on our cx;ic1·icncc with ,;irndar pmjcch. onsit:;: ,;oil m;-Hcrials, and discu~~ions wi:b the pro:ect civil engir~cc1. Fuscm: Engineering. the fi..)!lowint< pavem,_;rn ~e-:!lons are <:ons;der~d suitc:bk to suppon the ;inticipa•.cd traffic disctlsscd above: LEGEND: BC BEGIN CURVE CF EC EP EX/EXIST PCC PRC R/W STA TEL TC CURB FACE END CURVE EDGE OF PAVEMENT EXISTING POINT OF COMPOUND CURVE POINT OF REVERSE CURVE RIGHT Of WAY ST.~TION TELEPHONE TOP OF CURB ct "" "' ;:S VJ Cotttrcrae Pavement Turf BJock Pmremelrt Con~ret-e raven C> !:ZOS9,0l Jun.:: l L2014 Asph.cl'U Con:crete 7-inch thick cm1crete Turf block over a 80 mm thick roncrete 6-inches of AC reinforced ·,'11th 'lo. minimum of 12-inches: 5 bars a.t l8·-ind1es of AB {)\'Cf geofabric on center :::,vet" !2-f::VIirJfi 600 X or inches of AB ov.:r txIUiva1ent) over subgrade subgraJe AB -.-1gMregat1: Baw AC Asphafr Co,1cn':e p;wer!-ove1· 1-lne-h sand over 4-im:bcs thick concrete. reinforced \vlfh J\o. 4 barn spaced at 18 inches on center over a ml11imum of 6-inche~ AB over sub•-.rade over 12~inches of AB over suhgrnde Placement of grass pavement (turf hbck) and concrete pavers shouid be in accordance with 'lllt '11aEufact11rer specif:.oll·ions. Also, adequate drainage devices (i.e._ weep holes:} should be proYi<led in the co.ncn::tc :,lab, hdnw the Pf.Vers. Tempora:-y fire access roads for the site may consist of a minimum of 12-inches of .AB over subgra<le. ·;11e 1:emporar~· road may require occnsiona! maim:en::mce doring the 1,vinter period. -especi-al-ly if it ,s ,;ub_iect to heavy i::onstc'1Jction traffic. lwces:s ronrl pavement should be placed in accordance with the requiremems of Sections 30'1 and 302 of the Smnfiard Speci ficati0ns 0r P11blic Works Comtrnction (The Cireen Book). Prior to -cor:struction of pavement sccti(ms, the suhgrade :,,,oil~ should be sc;iritie,l to ap.pr-ox11mit-e depth of6 im::!les. moismre•-conditioncd as nc;eded. m1d recompa\-'tcd in place to a minimum of 90 percent r,::lmive cumpaocio11 {per ASTM D 1557). Subgrade should be fim1 prior to AB placeinent. 4B material:. can be cmshed aggregate base or crusi.1t.'<l misceUanooL1S hm,se in a,.;cutd"1UCt.' with St;mdarO Specifications for Public Works Constrm:tion fScction 200-2t The materials should be free of any dc1cteriou,; materials. Agg1-eg,Bte base materials should be p,laced in 6-to 8-inch loose Efts, mDismre-conditioned as ncccs~ry. fl.lld cnmpacterl lo a mll'1imum ri-f 4~ pel'(:em relative oornp::1ction (per ASTM D15.57). If yoa hnve any questions regarding this report., please contact our office. We appreciak rhe opportunity tc provide our services R~pectfulTy submitted. SBK/mld Distribtttion: ( l) Adtb·~ssee NO. C1 C2 C3 ( l) Mr. Bill Klasst>n. FU1;coe Engi11eering 0) Ms. Oriana S1asor, Fuscoe Engiltet:ring ("I) Ms. Maki 1n<'mln·:, Fnscoe Engineering { l) \'ls. Jean Pitt~-MVE Curve Tobie DELTA RADIUS LENGTH 0'55'26" 59'96.46' 96.69' 9'14'44" 2"-9.30' 40.23' 8'17'25" 277,55' 40.16' JMG TANGENT 48,35 20, 16 20.11 ' ",= ',',,, "''""~-:o,di:: -,, 2!5+00 53 20' o· 10· SCALE: 1" = 20' 20· 13 :,:: ~ uJ 0 U1 r\8'5,98'fc (18'5.33FL 86.21BW' JOIN 1 B6.09FS JOIN FIRE ACCESS /ALTERNATIVE SURFACE LOADlNG CALCULATIONS -/,.,.ii "' I,{ /4,,.,J, tci 1/,,.,,,,"'b~"~"'"' ·::, /4.S--dl> f.S,f (f,,,,, ~,.:,u R,~) J =: )r<ll7-~ A'o'bt•tr< &.-.u £.,_:\(.,~ .. "'· J~ .. ,~J;..., (ffmp",W,4,.qr;/f, ~~- Q :;:-o~k,;m,..,,. lottd .,,-(o./iiPO (''i,( j 'l. fl. 2 ,..-0:::2\ 1 f,O O fb 7;:P. c,,,i t~,!'~! b :1i,: l~Ai.""' tf J1JJ (11>1' 4,, ,So,.{e,) . I,,), lJ"" "' e1 .5"7 ~.! II c:· ,#led·tJ. _..5 .. ½ridr flteA. :::,· ,1.t:;'1 x &-,i, ,r;t {;_.to ..f.j. .... is'fi "' f?,dS<;,"' ·f.1'"' ,{,_,i,er• ;;:,· f r w;f; ;~ S~ 3,3iJO f,;J; :, 'o/,.cl+ /sr;, N, ,;c W,J! :)d..,.,. ~,. ~:,, ~J, -v-;.J,,,.,d LJ)dt.. ~ V J "' f r;fcs,,,J A6 s..-L,, t ,· l '°2. ,. i._. .. ,}4;1 \ e.,....,~.JA,1"',;v,,r~ ( {;;,.,,,. ti i r1 "'lJ,.4 r) IJ _ I ti,..,,,,,_ ' -V 12,"160 t.J'-1 T /;)/ + .;;; J !:,,,_ ;5 0 • \ 1"=5' STREET IMP•ROVEMENT CONSTRUCTION NOTES G) CONSTRUCT 8" CURB & GUTTER TYPE 't,' PER CITY OF NEWPORT BEACH STD-182-L (~ CONSTRUCT 8" CURB & GUTTER TYPE 'C' PER CITY OF NEWPORT BEACH STD-183-L, USE I.:!) 2' GUTTER TO MATCH EXISTING 0 ® ® CONSTRUCT 4" PCC SIDEWALK PER CITY JOIN EXISTING SIDEWALK, PAVEMENT, OR STD-108-L CONSTRUCT 6" AC OVER 12" AB OF NEWPORT BEACH STD-180-L CURB & GUTTER PER CITY OF NEWPORT BEACH ADJUST MANHOLE TO GRADE PER CITY OF NEWPORT BEACH STD-111-L AND REPLACC WITH TRAFFIC RATED LID IN TRAFFIC AREAS. REPLACE ANY BAD STORM DRAIN AND SEWER MANHOLE COVERS. PROTECT IN PLACE ITEM AS NOTED. REMOVE EXIST!NG VENT AND INST1'.LL NEW POLYETHYLENE VENT SANDSTONE FINISH TO STATION PER PLAN. RELOCATE EXISTING STREET LIGHT & PULLBOX TO MEDIAN PER CITY OF NEWPORT BEACH sm-201-L @ CONSTRUCT MEDIAN TAPER PER C!TY OF NEWPORT BEACH STD-107-L. DD'=12' & ~ LENGTH=120' HOT TAP WATER MAIN PER CITY OF NEWPORT BEACH STD-500-L TRENCH SURFACE PER CITY OF NEWPORT BEACH STD-105-L-F INSTALL FIRE HYDRANT PER CITY OF NEWPORT BEACH STD 500 -L, CONSTRUCT 36"X36"X6" THICK CONCRETE PAD REINFORCEMENT WITH W.W.F. 1.6X1 .6 @ ,'<EMOVE/REPLACE ADVANCED LOOP PULL BOX @ (§) @) ® CONSTRUCT CURB ACCESS RAMP CASE "E" PER CITY OF NEWPORT BEACH STD 181,L-A SEE DETAIL "A" ON SHEET 5 ADJUST EXISTING PULL BOX (SMFO CABLE) fO GRADE ADJUST EXISTING PULL BOX (ADVANCED DETECTOR LOOP) TO GRADE ADJUST TRAFFIC SIGNAL POLE TO GRADE DEMOLITION NOTES OJ SAWCUT & REMOVE EXISTING AC PAVEMENT PER DETAIL 4 ON SHEET 2 0 SAWCUT & REMOVE EXISTING CURB & GUTTER [TI SAWCUT & REMOVE EXISTING AC PAVEMENT IT] REMOVE EXISTING TREE [I] REMOVE EXISITI NG RAMP SIGNING & STRIPING CONSTRUCTION NOTES· PAINT TYPE IV (L) ARROW PER 2010 CAL. TRANS STANDARD DETAIL A24A. MARKING SHALL BE THERMOPLASTIC PER CALIFORNIA MUTCD SECTION 3A04 PAINT 8" WIDE LANE STRIPING PER 2010 CALTRANS STANDARD A20D DETAIL 38. @ REMOVE BY WET S.~NDBLASTING ALL CONFLICTING STRIPING. ..... E a C ~ C 0 E NOTE: REMOVE AND REPLACE IN KIND ANY DAMAGED CURB, GUTTER AND SIDEWALK AT THE DISCRETION OF THE FIELD INSPECTOR. li""-"F"--1""'--"""!---------------------------""'-""'"'"'"""'""'" ___ 'll"' ___________ 'll"'""'----------------------~ ~ ~ NO. DAfE . REVISION NC. C·Ei34!l1 G:p. 09/lO/l S / (\Jlv)D REVIEWED: SAN JOAQUIN HILLS ROAD PLAN t STREET IMPROVEMENT f ;c!, lN SAN JOAQUIN HILLS ROAD & 3-'° OR !ANA SUSOR R. C.E. NO. C6345, DATE SANTA CRUZ DRIVE .8 1,.;;;;.;.;;.;;;;;;;;;;;,;;;;;;;;;;;;;;;;;;L, .................... ...; ..... ..;....;.;.. ..... ..;.;;.;;;;;,.;;;..;.,....,;.;;;;;,,. _____ ;-(l DESIGNED DB DRAWN Ee. CITY OF NEWPORT BEACH S-527 4-S : ------+------· .. _______ ...., CHECKED OS DAT56/16/2014 PUBLIC WORKS DEPARTMENT d:: • SHEET 5 OF 22 ;;::- SEE SHEET 7 FOR FLOW-DEPTH CALCULATIONS SEE DRIVEWAY DETAIL "B" HEREON:\_-···· __ •••• • ~ :%1M'.~ 'l.'.i C) W, Z :.;::'_ -ii w rn o:: CJJ 1----,n LEGEND: BCR BEGIN CURVE RETURN CATV C,~BLE TV CF CURB FACE C&G CURB /IND GUTTER ECR END CURVE RETURN • EX/EXIST EXISTING ,L FS GB MAX PCC PRC R/W SCF f'LOW UNE FINISH SURFACE GRADE BRS'K MAXIMUM POINT OF COMPOUND CURVE POINT OF RfYFRSF CURVE RIGHT OF WAY SOUTHFRN CALIFORNIA EDISON DRIVEWAY DETAIL "BIi LEGEND: STA STATION S/W SIDEW~.LK TEL TELEPHONE TC TOP OF CURB w WIOT!I PROPOSED TRff PROPOSED TREE PROPOSED TREE 1 o· o· 5' ~ ;;. SCALE: 1" = 10' 1 a· i P5 SB --:-··--. --·-~ NOTE: REMOVE AND REPLACE IN KIND ANY DAMAGED CURB, GUTTER AND SIDEWALK AT THE DISCRETION OF THE FIELD INSPECTOR. .....__ 0::: w \:.i //'\ . \ \/)) ....._______ .....__.....__ =---: """':~-. ., ,-,', ...... ~"'--, \j ..., ---- 20' SCALE: / / J o· 10· 20· 1" = 20· Curve Table NO. DELTA RADIUS LENGTH TANGENT C1 174'31'33" 1.0D' 3.05' 20.92 -------···-~ ,.,.,.-.. ~-- C2 2' 19'32" 303.36' 12.31' 6.16 C3 28'34'53" 5.00' 2.49' 1.27 C4 13'36'38" 70 00' 16.63' 8.35 C5 175'36'31" 1.00' 3.06' 26.08 C6 2' 46' 4 7" 9CO.OO' 43.66' 21.84 C7 151'53'42" 1.00' 2.65' 4.00 cs 3'36'29" 130.19' 8.20' 4.10 C9 1'38'45" 911.00' 26. 17' 13.09 C10 1 ao·oo·oc" 5.DC' 15.71' INFINITY C11 o· 19•05" 901.00' 5.00' 2.50 C12 24'05'08" 60.00' 25.22' 12.80 C13 58'45'29" 25.00' 25.64' 14.07 c-14 58'30'50" 25.00' 25.53' 14.00 . C15 l 0-06'25" 2145.35' 4.00' 2.00 C16 3'38'31" 938.00' 59.62' 29.82 LINE TABLE NO, BEARING LENGTH L1 N55'41'11"E 5.65' ~--.---· ----~-.,. ·~·~ L2 S30' 51 '53"W 4.00' L3 N35"D2'04"E 4.00' STREET IM!PROVEMENT CONSTRUCTION NOTES CONSTRUCT 8" CURB & GUTTER TYPE 'C' PER CITY OF NEWPORT BEACH STD-183-l. USE 2' GUTTER TO MATCH EXISTING CONSTRUCT 4" PCC SIDEWALK PER CITY OF NEWPORT BEACH ST0-180-L JOIN EXISTING SIDEWALK, PAVEMENT, OR CURB & GUTTER PER CITY OF NEWPORT BEACH STD-108-L CONSTRUCT 6" AC OVER 12" AB PROTECT IN PLACE ITEM AS NOTED. tiB'· REMOVE EXISTING VENT AND INSTALL NEW POLYETHYLENE VENT SANDSTONE FINISH TO I.'..':;/ STATION PER PLAN. PLUG EXISTING DRIVEWAY PER CITY OF NEWPORT BEACH ST0-165-L CONSTRUCT COMMERCIAL DRIVEWAY .APPROACH TYPE II PER CITY OF NEWPORT BEACH STD-161-L '26'• ADJUST SCE VAULT LID OR MANHOLE TO GRADE PER SCE STANDARDS. COVER MUST BE V::::J H-20 RATED @ RELOCATE EXISTING COX POWER SUPPLY TO STATION SHOWN PER ORY UTILITY ,PLANS ® ® @ @ @) @ RELOCATE EXISTING COX PULLBOX / VAULT TO STATION SHOWN PER DRY UTILITY PLANS REMOVE EXISTING COX PEDESTAL. BURY EXISTING UT!UTY IN VAULT WITH H-20 RATED LID RELOCATE EXISTING SCE SVC PEDESTAL fQ STATION SHOWN °ER DRY UTILITY PLANS REMOVE/REPLACE ADVANCED LOOP PULL BOX INSTALL TYPE 2 OBJECT MARKER K-1 (CA) PER DETAIL 8 ON SHEET 2 CONSTRUCT MODIFIED 4" PCC SIDEWALK PER CITY OF NEWPORT BEACH STD-18D~L WITH RED STAMPED BRICK PATTERN FINISH. COLOR IS TO BE APPROVED BY CITY AND IS TO BE ITEGRATED INTO CONCRETE MIX. DEMOLITl:Q1N NOTES LJ SAWCUT & REMOVE EXISTING AC PAVEMENT PER DETAIL 4 ON SHEET 2 [I] SAWClfl & REMOVE EXISTING CURB & GUTTER [TI SAWCUT & REMOVE EXISTING SIDEWALK 0 REMOVE EXISTING TREE 1.11lJ REMOVE AND DISPOSE OF EXISTING COX PULL BOX PER UTILITY COMPANY'S REOU1REMENTS SIGNING & STRIPING CONSTRUCTION NOTES 6 PAINT SOLID DOUBLE YELLOW LINE PER 201 C CAL.TRANS STANDARD A20A, DETAIL 22. ® INSTALL SIGN PER CITY OF NEWPORT BEACH STANDARDS. @ REMOVE BY WET SANDBLASTING ALL CONFLICTING STRIPING. r--.. r- ' ,-..... ' N ,- E 0 C E 0. C, 0 c-i ', ' ~-<L> r-'l"""""'"'!' ___ ..,....,...,._ ........................................ ---------------------"'lll''"'"'"'"'""' _______ '""'ll"""' _______________ ...., _____ ~ s ~ g-SANT A CRUZ DRIVE PLAN REVIEWED: . NO. DA TE. REVlSION 1-!0, C63451 Exp. 00,/30/16 \ .r'_.f\ " •) ., ;; STREET IMPROVEMENT f _;;", IN SAN JOAQUIN HILLS ROAD & -~ "' DAff SANTA CRUZ DRIVE -~- j,;;;~.;;;;.;;;;..;;;;.~~~.;;;;..;;;;..;;;;..;., ............ --..:....;; ........ ...;; .... .;;;;;;;.;~.;.,;._;;;;,.. ................. -1 t OR[AM4 S1.ASOR R.C.E. NO. C63451 DESIGNED DB DRAWN EL CITY OF NEWPORT BEACH S-527 4-S ~ ______ _,. _____ _,. ~ PUBLIC WORKS DEPARTMENT __ SHEET 6 OF 22 . 'Z' CHECKED DATE OS 06 16/2014. SAN JOAQUIN HILLS it ROAD R/W 1-----------------'-7=2-:.::5-=--0· _____________ ~l~-1:.::5-=--.0:.::0_· __ ..j SETBACK I 15_32• 44_ 15• 13.00· 12.so· I I EASEMENT ~~ U....J f----Lt... 01{] ,.._ 0 \{] \{] .,, n ~~ u _j I-l,... st 0 ['-. ---t'.-.:t= ,..., n f-,4_.0_0_·1 ~_1_5_.0_0...,1,.__ __ 1 ~co·~ I SDWK I [' ,.._ ~ I .,, ~ ~ N \{] \{] ,,i ...., t') --,.,: \~~x. I -=-=-:: 2:.- I rX MEDIAN / EX. FS, I--·-·E-X-. CURM ~.=r ••••• ---· -... j_ -_(1.?2%) \I 2% I I ,.,\ FG ,., ~ ' o-_: ------·---°5 l EX. CUR7 I PROP. 8" CURB AND GUl fER \ LpROP. 8"1 CURB '-PROP. TURNOU~ lPROP. 7"1· CURB -v---u _J I-le. """ CON U') "' <.CJ ID f ii ··-1 -SAN JOAQUIN HILLS ROAD STA. 15+00.D0 r A..., SCALE I" = 10' SAN JOAQUIN HILLS ROAD <t 15.64' EASTERLY TU"RNOUT 72.50' 44.36' 2.00' \.. 7 ~ 2.00' ___ EX. F\ -----SAWCUT_/ SAWCUT SAN JOAQUIN HilLLS ROAD STA. 19+08.75 ·,s.20· 3.22· SCALE I" = 10' SAN JOAQUIN HILLS ROAD ct 15.65' 72.5D' 44.35' 0.50' SAN JOAQUIN HILLS ROAD STA. 21+00.00 /'C" SCALE 1" = 10' WESTERLY TLJ,!RNOUT '..,_ 7 ) R/W . 1 2.50. I 4.00'4.00' I • \_EX. 7" CURB 12.50' I 6.48', • • R/W 5.34' 6.00' SDWK 15.00' SETBACK 1 5.67' GRASSPAVE 0.16' -,·ff---~ 1.75% ~ - lcRASSPAVE PROP. 8" LMOUNTABLE I CURB I I I I I I I I I "'"· ' .. * . SAN JOAQUIN HILLS ROAD <t 'L.90' ~ u G: ~ t-"' CJ) -<.CJ a, 0 N -N Ol a, CJ) --:::., \ 50.50' 33.14' u!;:: G: <O 8 ~-~ N N ~ ~ .,.: ' -Cl rn ---- AC ~X. FS EX. SANT A CRUZ DRIVE STA. 14+2'9.17 SCALE 1" = 10' FLOW-D1EPTH CALCULAT!•ONS ,-~~' ' ' . .. :111(,,: • ' • t • • I ~ ' July l, 2.014 CITY·OFNEWPORTBEACH PtJB L!CWO!lli.S DEl'ARTME!'l7' 100 CI\/ICCENTE~ DR.11/E NEWPORTSEACH, CA 926584!1'15 SAN JOAQUIN HILl.S'P!AZA APAR!MENlS PROJECT THti T$_ tO·documt~Jfheftdw--condffions ·afihe driveways on San Joaqvfn Hi11s'Rood and Santo Cruz 0Ttve.:fon!ie ptopasffll:.proJett·d:5rn.faton. Thi:Mltteet de$fgn is based on n 25;.year frequency stbrni-'eVent i. SohftrCiurOrivi.'l: 2 d-s r. S'on Joo.tjUfrr'HllkRood: T:S·ds 0 Santo: Crtr;;:-{)rhte: 0:33<' (:4"'.] • Son J009ulnHilfsl«,ad: 0:38' {4,6") The: drivewoys·ha¥e··been deiStghetfto·ehSTJre thoftiw flows-wilt-stay wtthin the, slreet-, On Santu Ctuz. Drive; the clr!Yevldjr:·M~e,-varie~drp-m O.tl2' lo-0.8-0'. The itow-...depth .is 0.33 1 oi this driv&NGy;·S:O·the'·1lo~:wl_lf>stay:w1thih'the·street, On Son-Joaquin Hills Roadr l~e driveway rise vort:Cs--frdr:r1"-0;•38" to 0,5·4'. Afs'd, qi the. ECRJfJCR, --fhe ·rJse varies between G.67' end 1.2'. The f!Ow•dep'Ul" ·is;(),$1 otihfs: drlvewoy, So·-the·Hows v~i!1 Stoy within the-street. fn oddiffon, :an ADA pcrth of:'troveJ: . .:,c:ross·aoch drivewoy ot St.inio Cruz Driv.;-and Sarr Jootju-in Hills Roc:ul wltt".be-mctintcff'Jed'. FUSCOE EHG!Nl:ERll'IG; \NC. 0 ~~ Oriornl-Slo.sor1 P.E. S-eniod~r.oject-Mbncig.er ,:c-,bt·~-,t,~,<,<1r<11-1\">!-*~""'":t-½l1'&1<j1j'-:t-11•~<1r111>r~·,i,...-;&,i:ili•"'·.,:,.s,.:*.,,;-,,,;.l1>;iOf,i',1-sl"W*•i!io,<l!",i,#11"<utll•.w:,,11:wo1·-:t~1t"'r,"""'* l!.'YD1iO)!ILlC :i:Li.MEN'tS -l ;.?ROG.MM ~A~ (C) C:CpJJri.g'llt 19@:l-2[)l3s AdvlllU.'1-JSd Eng,in.aa1='iro;J SM'.tu.ara \,1.HurJ, Vet:. 2:0 . .0 Rel.;aaae D.rit:at Oli/Oi/2013 :r.ic@nse I'D 1~55 P:i:al::IJ.em Oasa,;i.pt:j;Bns: san ta. cruiz ]:til}fa-j:l Str.ali!t-Fl.cw .ltna'l.ysis zs--te-ar st:o= &vent Anal.ys1.a p:l11llpl!IZOO by: l<'IJSCOl:l li!i.iG:tNmmlHG 1s.mm ?-ON ~ st1.t1.'S lM :t-RVINS , cri 92 606 "·• •· ~--W "*"',.. I, 1,.-;.•*" * "'II :it'll·*~.,., al 1"--!i ,:.,.-,, ti" ii" **~-,,>r,ur*~*tt*l'l li:1" x,;,-,t:'/,;-frt< ""*"" 1,-1.,,., ;: 'II -A +-i>-1<rt ,.-,,..;,co,** ,;-tt >>>>S~~ET.FUM MC~M.-tfil?tr.1' ~Tt-ON<<<< -----~-~--------------------------~-----------~-------------------OONS'I'Jim' ~ GlU!ll&(!i'Rff/Ji'E'E!?i ,. O·. 0112{10 CQffmmm' Sl!BEElF Fl,O'li-ftim)'-"" 2. {I!} (0..4 5Gre @ 5 cf a/acre} AVBRlif£E S~N :E'lUC7·:tON E'AC'OORi~ -= !l. 016000 C:OM'S'J!l'l.lr.l' ~CID,, S:mEE'Il .Hlf.Ji'-lQ;llWS•{Wffi'll:J s;,. 36.00 DIS'l'ltNCI!:-Ji'RQJ-, GROWN 'l1c-CROSSFA.t!. GRM:iEJm!l'AE~Dm'Z) "" 36,-00 ~OJ;< S~f CMSSif.Ar.LiDEC:i:MAL-) =-0-, 0-l.CGOfJ OIP.1'$Ill¥ ~'l; CROSSF"At,L(VECll!Ar.:) .,,. O.D-~6®0 coNs'l'~ sYW.1E'I1UCM. ~ 1mn:;~nnmm "" o. 67 CON~ n~crut. Gtl'l'~R-~at (iffliili'Jll e 2. 00 co~ SnwE-'l'!UOU. GO'!'WER-L]:F_(M&li:i') = O, o:n-~a: c0Iw.l'.2W'r s_~ mrr~-J:IIKE I~~)' = o.1ti?-Ofl 'J?'l:,Of A!'JSi1MEll) TO ~.l!LI, S'r3EftT ON 0-NE S:IDE', lWO' 'l'Bi!:lii' Sl?Ll:TS S'l'JllE'l" ?1;QW' !001:J!ilt ·:ru:i:s.UL'l:S: 5TJ'l,ES~ ?l.Oil 'D~l?T!I.'{~~) ·= 0. 33 HAJ'.,FS!t'REE1' etooO imYnn:::E'EET-) "' e 9,7 AY.!UU\$E FLO'i'I VELOC:t'J:2.'{E'EE.?/SEC.J "" 1.95 l?R!IDtJCT or m:rn-TE,WEl>QCI-TY ..-O. 65 Problem Deat::::::".iptioru:.: San J,:iaqu.iri !:fills Road St~Mt-Flew AnalyS~$ 25~:x·ea.r St.on E·.-ent. CDNS'f~ S'l'Ril.lilT Gru\Dlil{l<EET/ll'E!i'Jl') = 0.651HJOO CONS'l'l<N",l $~ .li't-OW(CFS-) = 7. ~ • {1.5 acre.!'@ 5 dsJj:IC!e) ~:Ji: s~ww FiU()'.e-lQN FAC'r-'OR(M.iwm.NG) ';f O. 01W0-0 CONS!l'AN'l' $~l\IQU. :$'!!~ HALF'"Wlll'%r(FEE$) "" 40 ,\10 DXS!.1.7.NC"i! EEiOfl cao-.-.iw ',l,'O ,C~f,)$$.fi'JU,T, ~Eru:Av.(ll'WW~l =-40 ,00 niwEJUOR SWREE-'.r O-ROSS?MJ:.(pll!q~) "' -O". Ol150Q OU'l'SWE ~ ~OSSF~L{Di!ClM!U;.} ""0.0l1SQO CONSTANT S~OU:. CUllE: EE:tGHW {F!!!Ei') "' ()..,57 CON~ sn-oo!-i:iuer& GDT.r&"R-wnm:is; (FES'J!l "" 2 • oo CON$'Zll.Nl' sninaETA!CtU. GW'1BR-lilE' l ll"EB'f) =-D • 03125 co:cts~ s~~cru, Gtn"MR-:an:Et!'EE?;J =-o.u~~-c now JtS£tlNW '1'0 rrni 9~ elf ·ORE SI~E, lU-lO ~ SN.it'2S: S'l!J!.1?.ET F" ...OW UO.OEt l:t.mS:I!Ul'S: --~----~------~~~------------------------~-~------STltll:E'l' YWW DEE?l'a {ffi'l'') "" -p ,. :S~ JllttlFA'T'.OOm.l! !i'LribD witl~ ( fi'E$.'lll = :u2 • l S AWAAGE 't'I,QW WLOCJ:'.1;!'.fJi~/SEC.) "" ,LM li'I\~ ® »EmrB&VEI.-0-01'.n'. = 1. 85 ~~ u ___j I-LI. N tO 01 N --01 a, --~ ~ I 9.00 • SDWK' 4 2% I I I 15.00' SETBACK I 3' SDWK I EASEMENT I If> le. st I') ·- \_PROP. 0.5" 7 CURB / I D<1:.,id K:::elv I I I 7 ✓ C11:.: ·,fNic\vport B~·ach Deve:.op:nc::1t S:::rvlces Divisio::1 rn,:, CiY;c c~•nt~[ Dn'✓t;' Nc-'.'Plltt Beach, C:\ ')2660 H~,1sko (__'ti.lit_\' Di:sign h:s,s contanul Soutb.cm Califun1i,; Edi~on, t\T&'.T, :md Cn;: Cornm..1nirntions n~g:1rding the a2justmems and modific:itions w rhtir cxisrin~ facilities in ':,'.I, Jtnqu"n I !ilh Road at,d San.'.:a Crnz. [::,il<'.h utility hil~ confirmed that th:::ir adjn~tment~ aml rd,_,nt1i,_-,11 work wlil enc-Incle rhe rc-pbi:-.:-1·-1c-nt nt lids ;ind covers to accommodatic fire nud; !01ds, indudn~ mur,g_e;er:,c (H20 rared), Each ciriliir presently 11:<s ,,-,-,1 l .-.,nlers ;n p1·1:grcss m make tbt necessary adjustm•:m:; ro meet the City's requircqKnt. ,\ddi,iorn1ll\- Sour-lw.m C1l;tiimia Edison ha~ also confinnnl tlwt the vault lorntecl at rhl? Sama Cm?, entr: will b(; :i.djusr•:d un ~ ~h,:ie,_'. pbm: ,ind dial aJ nisti1~g ,ncsa! verrt pipes will be cha-ngcG to pdyed:iy!cr1e •.:ew pipes. r,... .... .... ,.., ' N r-. -C ~ o; ll"""'"'l"'"'""""l""'--"""1---------------------------111"'---------'ll"'-----------"ll""-----------------------.fll i; L r NO, RE\/1!,IQN REV IEl'/Ell'. • DATE ORIANA SL.~SOR R.C.E. NO. C63451 SECTIONS & SUPPORTING DOCUMENTS STREET IMPROVEMENT IN SAN JOAQUIN HILLS ROAD & SANTA CRUZ DRIVE .,.--- "' C w .,..-en ~ .,..- ts: N .,..- a ~ 11-□-ES-IGt_,!ED..........;;cD.::...B -+OR--A_NN __ El'---11 CITY OF NEWPORT BEACH S-5274-S ~ 1'.--S-H-EE_r_7_o_F_2_2_t CHECKED as DAT66;16;2014 PUBLIC WORKS DEPARTMENT Planting legend Symbol Spacing Botanical Name ~ l 2" on center Aloe striata hyb. ~ 36" an center ~Garissa macrocarpa reen Carpet' ~ 30" on center FChiaphiolepis indica ara 1 Cammon Name Ghost Aloe 'Green Carpet' Natal Plum Indian Hawthorn Size 5 gal 5gal 5 gal .-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-~-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-•--r•-·-·· • I L.\mlt of work I I I I I I I Ill I Iii! I lill I Ill I I /~~-----------------------------•c_..---·-------------------------------~_;_;.-------------------------------------&Im--·----- . -·-·-· ------------,--< ---, ~ ----·-··-·······-··------·-· -------------· -------· ----------1--S-----------------·------- I $ .s::::. I $ -;.. San Jo-aquin Hi\ls Road ,,,,..--.... ~--, i,I' ....... I \ I I Crr1 ,,.---, ' I ' I \ I \ I 1111 I i I \ I ' I / Cm ,, ' I '-I \ : \ \ 1111 I \ I \ I ' , .... _ _..,., burt,on Land5cape Archi, 3.07 s Ledros s-o·[an lecture 5tudf,o 858 794 7204 T a Beach_,Ca 92015 858 794 7207 F www,b-urton-stud,·o .com I 1111 \ \ I \ I \ I ...... ,,/ ___ ,,, -- A~-~-~-~,-\~-;~----~-~~~~~~~~~-~;~----- M.O.D. C:IREC 0'< DAT> 1 14102/14 2 16116114 3 1118/161 4 5/1011~ . Plan Check Response #2 . -Plan Check Response #3 Bulletin 1 ii\ Bulletin 12 /z\ , .... _ _..,.,,/ 1111 I ! i i Salvage and Removal Legend Symbol Description Notes I ~ I \ I \ ' o l \ I ' I ......... __ ,/,I' Ficus microcarpa Existing Tree to Re - Prate ·t . main -c in Place Liquidambar styraciflua Existing Tree to Re move Liquidambar styraciflua Existing Tree to Rem • Protect in Place am - ,x--\ J \ 1 I \ I I ..._ _ _....,. Podocarpus gracilior Existing Tree to R emove Notes: (n ~~~1~~tor to install (5) 48" box Li • City Staff i~8-~j91s 3meclian. Locatio~u~~abmber 'Rot(!ndiloba' -069 e mdent1f1ed by 2-Damaged m d-e I an areas to b - -e repaired a d 11 re-planted ·th WI Marathon 11. -LANDSCAPE PLAN -·-1 .. ! STREET IMPROVEMENT I'-- 't'""' I ~ 't'""' I N -:- 1-...J -::> ca (./) <( IN SAN JOAQUIN HILLS ROAD & i I SANTA CRUZ DRIVE 1 •• CITY OF NEWPORT BEACH s • -i II PUBLIC WORKS DEPART . , . -527 4-S • Jji ___ MENT .,1-'EET 8 JI 22 I I I I I Planting Legend Symbo! r As I ~m j ! Re I L ...J Spacing 12' ~ on ce-nter 3 6'' on center 3 0" on center A!oe striata h· ·b y . ~arissa macrocarpa Green Carpet' ~aphiolepis indica c.;(ara.1 L\mlt of Work Co111mon Name Ghost Aloe 'Green Carpet' Natal Plum Indian Hawthorn Size 5gal 5 gal 5 gal Salvage and Removal Legend Symbol Descrip_tion Ficus microcarpe Liquidambar styrnciflua Liquidambar styraciflua Podocarpus gracilior Notes, Notes Existing Tree to Rem • Protect i·n Place ' ain • Existing Tree to Remove ~xotisting. Tree to Remain • r ect in Place Existing Tree to R emove l. Contractor t • • in San Joa · o ln5t8H (S) 48" box Li 1 • City Staff i~~H 6411.91s !;1edian. l,x;atio~;/;abmb,;; 'Rotundilr,oa' · . ..,Q69 e mct,rntifiect by 2. Damaged m d e ,an areas to be repair« ~d and re-planted with Marathon 11. Limit of WorK D Planting Legend -emova,I Legend Salvage and R Symbol Spacing Botanical Name Common Name Size Symbol Description Notes 12" on center 36" on center Re 30" on center Aloe striata hyb. ~arissa macrocarpa Green Carpet' ~haphiolepis indica Clara' Ghost Aloe 'Green Carpet' Natal Plum Indian Hawthorn 5 gal 5 gal 5 gal ,,,~---.... , I ' I I I O I \ ( \. / ........ _.,...,,,,/' Ficus microcarpa Liquidambar styraciflua Liquidambar styraciflua Podocarpus graci lior Existing Tree to Remain - Protect in Pl ace Existing Tree to Remove Existing Tree to Remain _ Protect in Place Existing Tree to• Remove Notes: ~ · Contractor to install (5) 4S" b • • • • • C m San Joaquin Hills median Lox tliqu1damber 'Roturidiloba' ity Staff 949-649-30&9 • oca ton 10 be indentified by ·-1-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-··•-·-·-·-·-·-••""-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-•• --------------------------------------------------------------· --. . ---------------------------------------------------------------------------~ -r 2 · Damaged median areas t b • o e repaired and re-planted with Marathon II. Limit of Work Limit of Work I I I I I I I I I Cm I I I I \ I ', I \ ' ,.,#, \ ' ' ' ' • "· &Ii Ill! A '.' A '. 1 '.' £X .-, • : s \ : ,.-. S '.. , \ I As ? ,, ,,, 51t•,-./ /~-\ '< ___ /~ -----------------------r -~ '\' ------~,-:.__~'_,,/ ----------(~-·-<\---------------',-: ::Y--• ---,---""' =,-\ ---/ --, -) ~L-.l-------------~i.--lL-~'~------------------------..L----------------":\\----:r----,........:.--------------------7::---'--/----------------·---------------------_,i I \ I ' ' ', ' ' ' Q) ' ' ___ _,, ,, / ~ I , ____ / Cm ___ , Cm , ___ • • I o ~;~!-.. -_-_-___ ---__ -_--_ -_-_-_-_-__ -___ -_----=--=--=--=--=-----_ __:-_:-_-__:-_:-__:-_:-~~-==---_-_-_-_--=------_,-_-_-_-_-_-_-_-_-:-_-_-_--:_ __ _.. ___ -::_-_-_--:-__ --_-_-_-_-_-:-_-_-_-=_-__ -_-_-_-_-_-_-_-_-_-_-_-=_-__ -_-_-::_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_~------_--_-_-_-_----___ -___,____""f'~=_:;;?'~/ :i Cm I I ,,,. ... -......... , I I ti5 ~I I --• i ~ 1 1 San Joaquin Hills Road I UJ ~ IQ) ;a •~ I 1£ I I~ I ,~ II ✓-------I I ,/ ', ' -~---'-----·l- ---I- -· --~-~ Existing Turf to f'!emain Line of Sight '·, " ' ' --~ \1 Line of Sight f--......1 -:) ro (/) ' <!'. AFPRCVAL RECOMMENDED 1 4102/141 2 6116-/14+1 ~ 3 1181161 Plan Check Response lt2 Plan Check Response if3 LANDSCAPE PLAN -----ii:, STREET IMPROVEMENT , \\ La:nd:scape Ar_ch:i:tectu-re Stt.fdfo 3_07 S Cedros Solana Beach. Ca-92:0-7-5 858 794·7204·_1 '85'8 79'4 7207 i;. www.hurton-·5tudio.c:om • 4 15110116: ND. DATE R£\/ISIOr~ Bulletin 1 Bulletin 12 IN SAN JOAQUIN HILLS ROAD & .: ,1 SANTA CRUZ DRIVE 'i \1' CITY OF NEWPORT BEACH S-527 4-S • I PUBLIC WORKS DEPARTMENT Sf-EE' 1 0 )F 2.2 l Planting L,egend Symbol Spacing Botanical Name. GJ 12" on center Aloe striata hyb. ~ 36" on center Carissa macrocarpa 'Green Carpet' ~ 30" on center Rhaphio!epis indica 1Cl-ara 1 Common Name Ghost Aloe 'Green Carpet' Natal Plum Indian Hawthorn Size 5 gal 5gal 5 gal Salvage and Removal Legend Symbol /.,,,--.... , f \ I \ 1 0 I \ I \ f ' / .... ___ ,,,. X- I \ I I I / \ .._ _ _,,.,. Notes: Description Ficus microcarpa Liquidam bar styraciflua Liquidambar styraciflua Padocarpus gracil iar Notes Existing Tree to Remain - Prate.ct in Place Existing Tree to Remove Existing Tree to Remain - Protect in Place Existing Tree to Remove L Contractor to install (5) 48" box Uquidamber 'Rotundiloba' in San Joaquin Hills median. Location to be indentified by City Staff 949-649-3069 L. ·t f W k 2. Damaged median are.as to be repaired and re-planted with Marathon II. L. ·t f w , k 1m1 o or ___ __ ] m I O , 1111 , Q r 11 , llllllllllillll 111111111111111 1111111111111 'lllllilll' II 1111111111111 1111 D11111 1111 llllllllllmllli 11111111111111111 11111111111111111 -1111 ----,1111 111111111111111111111111111111 II 1111111111111 1111 -1111• lllllilll lllJ IIIIIIIIIUII 1111111111111 ·Ill IIIIIIIIIIFIII 11111111!11' 1111 Ill. 111111!1111111 1111111111111 II 1111111111111 1111 1111111111111 Iii 1111111111111' 1111 1111111111111 Ill 1111111111111 1111 1111111111111 1111 1111111111111 1111 1111111111111 Ill 1111111111111 1111 -' Ill 1111111111111 Ill 1111111111111 II 1111111111111 Ill 1111111111111 1111 1111111111111 11 -r-1111 1111111111111 1111 1111111111111 111 1111111111111 Ill lJllllllli Ill ...., ~ 1111 1111111111111 1111 1111111111111 1111 11111111111111111 •1111111111111 Ill 1111111111111 II 1111111111111 Ill 1111111111111 1111 1111111111111 II 11111111111111111 - 11 1111111111111 11 1118 Ill 1111111111111 ...., IJ I I I I I I DQ Cm --Turf Block -Grasspave2 from Invisible Stuctures Cm I I I I I I I .,..,,,_-.... , ., ' / \ I \ I I As _--_--_---~---·-·=~----~-~-7---~=~=~:=====::::;1==•···:·;;:;c=.~= ~=±c~i'l,'r -""'·""· ="=--~--=•---=,--""~ ""' --=······=·-==--=-=--•..;,.,.-·=···,--m---,ii,a--,=····=·-="""""--=--=----=•-=-·-···=···=··· •==~=ss==--::.....---------. ;;;;;;;;;;;;;;,;;;;;;;;;;;;.-.=----·=··---;;;__-__ ;;;;;;;;;;;;; ___ -_;;;;;-;;;;;;;;;;;;;;_;::_ ======---=-=::-======== Existing Turfto 'Remain I ,-&(--___ 111 , ---II§ 1111111111111 111111111111111 II ---Ill 1111111111111 Ill 1111111111111 II 1!111111111 Ill 1111111111111 1111 -1111 1111111111111 1111 1111111111111 ill -- Right of Way l!lllllllllllllllllllllllllllllllllllllllllllllllllllllllllillllllllllllllllllllllllllllll!lllllllllllllllllllllllllllllllllllll!llllllllllllllllll_llll_lllllllllllllllllillllllllllllllllllllllllllllllllllllllllllllllll!llllllllllllll~lllllllllllllllll~lllllllllllllllllllllllllllllllllll!llllllllllllllllllllllllllllllll!I Right of Way APPRDVAL ,ILCUJML.Nlllll. 1 4102114 b u r t 0 n 2 6116/14 3 118116 Landscape-Architecture Studio 1,1 [)J) lllRF::TOR 4 5/10116 307 S Cedro-s So(a·na Beach Ca 92·075 858 794 7204 T 858 794 7207 F DATE www,burton-studio.cam l~_Q ! DATF REVISION Pl.anting Legend Symbol Spacing Botanical Name Common Name Size GJ 12" on center Aloe striata hyb. Ghost Aloe 5 gal ~ 36" on center Carissa macrocarpa 'Green Carpet' 'Green Carpet' Natal Plum 5 gal ~ 3.0" on center Rhaphiolepis irn:lica 'Clara' Indian Hawthorn 5 gal Salvage and Removal Legend Symbol Description ,,,.,,.,.--.......... I ' I \ 1 o I Ficus microcarpa \ ! \ I ' / , .... ___ .... ® Liquidambar styrac1flua Liquidambar styraciflua Podocarpus gracilior Notes Existing Tree to Remain - Protect in Place Existing Tree to Remove Existing Tree to Remain - Protect in Place Existing Tree to Remove Notes, . . , d. · I b , 1. Contractor to install (5) 48" box l1qu1damber Rotun I o a in San Joaquin Hills median. Location to be mdentif1ed by City Staff 949-649-3069 _ • _. _ .·, _Limit of Work _ .. _ _ 2. Damaged median areas to be repaired and re-planted with Marathon II. -llll -r 111 -111 -111 1111111111 ill i11111i11 Ill 11111B Ill l!l!lll!IIII II lllilllllll• Ill 11111111111 11111111111 Ill lllilllllll' 1111 1111111111 Iii lllilllllll II• 11111111 ill -•Ill •lllilllllll Ill 11111111111111 11111111111 llll •1111111111 111 llllllllll Ill 111111111 Iii 1111111111 Iii llillllll 1111 1111111111 1111 111111111111 !1111111111111 11111111111 Iii llillilli 111 11111111• 111 lllllllill Ill llllllllll lilll llillilli l!I !111111111 111 111111111111 111111111 1111 111111111' llll 11111111111111 lllllilllli llll llilllllll Iii 11111111! Ill 11111111! IIII llllilllill· Ill _ . ... . __ _ _ ___ _ _. llllllllllllllllllllllllllllllllllllllllllilllilllllllillllllllllllllllillllllllllllllllllllllllllllllllllllilllllillllillllllllllllllllllllllllllll~ • , 111~~-~~lll~m~~r~~~-I . I I I I I I (I) ru I ~ I __J I I I I I I I I ~-Turf Block -Grasspave2 from I nvisibie Stuctures Cm Cm San J,oaquin HiHs Road burton Landscap:e Architecture StUdlo 30-7 s Cedros. Solana Bench Ca-92075 858 794 7204 T 858 794 7207 f www .burton-stwdio.tom --~ N' C J DIRECTOR DATE I I I I I I 1 1410211&_ Plan Check Response #2 2 6/16/14 Plan Check Response #3 3 116116 Bulletin 1 4 5/10116 Bulletin 12 NO. DATE REVSION t-...... I ...... ...... I N "F" t-__J -::) ro Cf) <( ·r·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-··•-··-·•·-·-·-·••·-··•·-·-·-·-·-·-·-·-·-·1 I I I I I Limit of Work I Q) I C San Joaquin Hills Road _J I ..r:: u I +-' m: I 2 I I I I ,- l I /'-'-.. - - • .i,,. §_ ''(''· ,, ,~-/ ··-.__ ' ,, " • • •• ' _a;.~· • ,:'4,-, >--, ,,._. ., Af;'/ ·-. ~\, ;,," "_' c-v ~ '-..v •• ,\,_ '\,. , \, ·,'...~ ' ,;, -, ,, ;>>' "•~---/ \0, '~ ·, (. \ \ I I I /, .• -,- burton LanChcape Architecture Studio 307 S Cedro:s Solana Beac~ C::.a 92075 858 704 7204 T 858 794 7207 F www.burton-studio.com ·-!,.., 0 N ::, !.,.. () ro +-' C ro U? -~ en b dJ t:: -I I I j .r i ! ' lllillllllJ ' ' 111111111m lllllllllffll 111i1111111 1i1111!111 1i1111!111 -1111111111 1!11£ fflllll 11111i11111 11111i11111 11111D Match line u See Sheet 1.06 ,4PPI-ZCI/AL l~~CO[,/MLNU~U lcl.0.f: CIRFCTOR DAE 1 4102114 2 6/16/14 3 118116 4 15/10/161 0 DA F Rf VISION ,N - 11181 mD -IHIII I llr I 1111 I 1111 I Ill I 1111 I 1111 I 1111 ·~ 1111 ,.._ I~ Ill 4- 10 ffl ~"t::' 1.s 11111 .,.,J I Iii I 1111 I 1111 I ill I 1111 I 1111 I 1111 I Ill I 1111 I 11111 I 1111 I 1111 I Ill I Ill I Ill I 1111 I lill I Ill I -.:x: Ill '-Io 1111 S' 113 1111 -I .E liil ·-I _J 1111 I Ill I 1111 /1'-' ; 111! / I / iiUII' I !I -!1111 ii --• -L 0 gend Planting '"" -- Symbol Spacing Botanical Name Common Name [~] 12" on center Aloe striata hyb. Ghost Aloe ~ 36" on center Carissa macrocarpa 'Green Carpet' 'Green Carpet' Natal Plum ~ 30" on center Rhaphiolepis indica "Clara' Indian Hawthorn Re moval Legend Salvage and Symbol .,,.--.... , / ' / I r I I O I \ I \ / ' ; , __ _, X--- -I \ / I I I \ I , --~ Description Ficus microcarpa Liquidambar styraciflua Liquidambar styraciflua Podocarpus gracilior Existing Tree to Remain - Protect in Place Existing Tree to Remove Existing Tree to Remain - Protect in Place - Existing Tree to Remove Notes: 8,, box Liquidamber 'Rotundiloba' 1. Contractor to install (5) 4 Location to be indentified by in San Joaquin Hills median. --Staff 949-649-3069 ::t~amaged median areas to be repaired and re-planted with Marathon II. Size 5 gal 5 gal 5 gal 1111! I Ill I Ill I Ill I Ill I Ill I Ill I 1111 I I ; ! l ' I 7 I ii I I I i I I I I (1) > ·-I... 0 ro -4-" c:: ro (/") burto,n Land:scape Architecture Studio 307 5 Cecfros Solana Beirch Ca 92075 858 794 7204 T 858 794 7207 F www.bu.rton-studio.com Ill I 1111 I ill! I 1111 I Ill I -111111111 111111111 111111i1111 'ail! 1111 I Ill I Ill I 1111 I Ill I ~ ' ,._ BB~ ,_ Ill 0 I= 1111 E I :.:..i Ill I Ill I 1111 I Ill I Ill I Ill I Ill I !iii I Ill I Ill I Ill I Ill I Ill I 1111 I 1111 I Ill I 1111 I 1111 l..::t Ill 0 ,~ 1111 -I:'., 1111 .- 1.s 1111 _i I 1111 I Ill I 1111 I Ill J -----_.. ~ I 111 I Ill Af..'f-'1-i:OVAL 1<tGOMMENDF1 M.0.G D REC ,o, D.UE _______ _ Planting Legend Symbol Botanical Name Common Name Size Spacing ~-~------------- I As I 12" on center Aloe striata hyb. Ghost Aloe 5 gal I Cm I 36" on center Carissa macrocarpa I . 'Green Carpet' 'Green Carpet' Natal Plum 5 gal ~ 30" on center Rhaphiolepis indica 'Clara' Indian Hawthorn 5 gal 1 !41021141 Plan Check Response IF2 2 6116114 Plan Check Response IF3 of3HITECt'·, 3 118/16 Bulletin 1 /1\ - 4 5/10/16 Bulletin 12 /2\ ·-·-······· ' - Salvage and Removal Legend Symbol ...... --.... / ' I \ I I I o I \ I \ I ' / .... ____ ... ,,x--~ \ I I \ ) \ I ___ ,,,,. Notes: Descr1pt1on Fie us microcarpa Liquidambar styraciflua Liquidambar styraciflua Podocarpus gracilior Notes Existing Tree to Remain - Protect in Place Existing Tree to Remove Existing Tree to Remain - Protect in PI ace Existing Tree to Remove 1. Contractor lo install (5) 48" box Liquidamber 'Rotundiloba' in San Joaquin Hills median. Location to be indentified by City Staff 949-649-3069 2. Damaged median areas to be repaired and re-planted with Marathon II. LANDSCAPE PLAN STREET IMPROVEMENT IN SAN JOAQUIN HILLS ROAD & SANTA CRUZ DRIVE ···---···--·· \ "'iak~ date ·-'-\ 1,<:J .,:P •.1/•.-,:,::,::,,;,;;":•:•< '"·""·""·""·""'"M~,,.»,,w.M,,;z. _.,_¾,,,.~/ ---->)'o~ ,,/1' CITY OF NEWPORT BEACH ------S-5274-S '10 'IA T REVISION "'"-~"' • ~ 1 .i-'il-~,.,,,.~""' --,,.,,,,,, .. ~' PUBLIC WORKS DEPARTMENT s~EET 14JF 22 I'--._- l ._- ~ I N ~ I- ...J -:) en (/) <( II I I I ,I ,1 ·1 I J I I I J I I ' ' I i f j I I ' I I ................. ...1 i f I I I I I I \ \ I b,urton .Lanchcape Arc:·hi-tecture Studio 307 S Cedro-s So!una Bea·ch Ca 92075 858 794 7204 T 858 794 7°207 F www.J)urton-studio . .ca m --- APPRJV~.L RECCI/MENDED M (; D l"JIRFC:TOR Planting Legend Symbol Spacing Botanical Name Common Name Size ~ 12" on center Aloe striata hyb. Ghost Aloe 5 gal I Cm I 36" on center Carissa rnacrocarpa 'Green Carpet' Natal Plum 5 gal 'Green Carpet' ~ 30" on center Rhaphiolepis indica 'Clara' Indian Hawthorn 5 gal ·------ Salvage and Removal Legen,d Symbol ,... .... --........ I ' I \ I O I ; I \ I ' ? ' / --- Notes: Description Ficus microcarpa Liquidambar styraciflua Liq u idambar styracifl ua Podocarpus gracllior Notes Existing Tree to Remain - Protect in Place Existing Tree to Remove Existing Tree to Remain - Protect in Place Existing Tree to Remove 1. Contractor to install (5) 48" box Liquidamber 'Rotundiloba' in San Joaquin Hills median. Location to be indentified by City Staff 949-649-3069 2. Damaged median areas to be repaired and re-planted with Marathon II. 11--1_4_10_21_1"-+· -----+-'P----'la ___ n-'Ch_ec.cc_k_Re'----s"-poc..:ns"'e...::.#:::c..2 _____________ --11_ J,•;t~~'.;~,, LANDSCAPE PLAN 2 6116/14 PlanCheckRe~p_an_se...c:#_3 ___________ --11, {½<..,..1/ ~~\. •. ®=•·. STREET IMPROVEMENT 3 11/8/16 Bulletin i 1 ,/J~1 0 \°';:-,\ • 1N SAN JOAQUIN LS ROAD & 4 5/10116 Bulletin 12 2 {i ,-1 --JJ..-:::1 ;f~~_j\ \'j .,,, • ' • • • H,IL \'!.1 Wm •• B,,onNo113S/iff O S 1D 20~---s ... A ... N_T .... A ...... c_R ... u ... z_o_R""IV~E ............ __ ...... I 0 A rE -------,1------1---+------+----------:__-:__-:__-:__-:__-:__-_-_-:__-:__-:__-:__-_-:__-:__-:__-:__~--\~~ ~'. ;~~ 1 larr!!Y/11i..-~ifB1111!!:H111:':1~ CITY OF NEWPORT BEACH S-52 7 4-S- . NO. DATE R0 v1s10N ·~·-•0 ' PUBLIC WORKS DEPARTMENT ScEET 15°F 22 1---- .....J -::J cc (J) <( I I I I ii 0 jJJ@f ~I I I 15 g iii r 7 tJmtt ,of work San Joaq1.11n H:tUs Road Limit of w,ork burt,on Landscape ArohitectUTe Studio 307 S Cerlras Sof:ma Be,ach Ca 9-2075 85B 79-4 7204 T 8-58 794 7:!07 F WWW. bu rlon-stud i O ,CO rn Al'ffiOVAl. REOOfiMJED .ti r , T a NO. Qlfl"E REVISION .. A-1 2" 37 m i 7 a I Jlllllllll!IIIIII RightoiWay I I I I STREET IMPROVEMENT IN SAN JOAQUIN HILLS ROAD & SANTA CRUZ DRIVE 2011-.· .......... --""":"~~~~~~T"~~~~~ . CITY OF NEWPORT BEACH S-527 4-S PIJBUC WORKS DEPARTMENT SHEET 11!> Of 22 !!ii iiiiliiWII I I I (0 ,_.- ....... I CV CV ..c (/) CV I CV (/) , .. ii I I I J 'ffi' .. '----' Kl: 1" I 10 PARKWAY CONNECTION NiOTE: CONNECT ro LATERAL STUB-OUT AT />,>PROXIMATE LOCATION FOR CONNECTION TC NEW RECYCLED WATER REMOTE CONTROL V />LYE FROM SJ/, ON-SITE IRRIGA HON SYSTEM. R!'FER TO ON-SITE ..__ PL/>NS FOR MORE rNFORMfa.TION USE ON-SITE IRRIGATION LEGEND AND DETAILS SHEETS FOR IRRIGATION SYMBOLS, MAERIALS AND INSTALLATION REQUIREMENTS, Limit of work 1" ........... --..,.,._riiiJ!illllS 161 ....... ,...,... ...,... siil'!flllll, ¾ San Joaquin HUls Road burton Land:scape Ardritectu-re Studi'O 3:07 S Cedr-os-Solana-Beach Ga 92'07'5 8-58 794 7204 T &58 79:4 7207 I=:' www.burton-stud·io.com i\Pl'ROVAI.RE~ DATE ---------- NO. DATE .. RE\/ISICIN 2" 43 .......... ..... w 2 I I ... .. ··I m I I STREET IMPROVEMENT IN SAN JOAQUIN HILLS ROAD & SANTA CRUZ DRIVE 0 ~111111nl:rrrnrn1~~:-1 -• 2 • 0 llt'cc~1TYrYCO)FF~NiEEWW·PIPOJfRTIT~BtEEAA(C5Hil· rss.-:S.5i227-744-,-]sn PUBI.IC WORKS DEF'ARTMENT SHEE 11 OF 22 r--,.. '\'."'" I '\'."'" '\'."'" I N 'r" 1-_,J -::> aJ (j) <( NOTE: PRIOR TO THE START OF DEMOLlilON OF EXISTING IRRIG•TON SYSTEM, THE CONTRA.OTO~ Sr!ALL INVES11GATE THE CONDiTION OF THE EXISTING IRRIGA.TION SYSTEMS )ESGNATE) TO REMAlt,. ANY DAMAGE TO THE EXISTING IRRIGATION SYSTE,'AS '.JISCOVERED BY T~E INVESTIGATiON. SHALc BE BROUGHT TC THE ATTENTION OF THE CITY THF CITY WILL AUIHOR!ZE THE CONTRACTOR TO PREPARE A 81) FOR THE REPAIR OF THE DAMAGFD l;/!<IGAllON SYSTEMS AS DETERMINED DGRING THE INVEST!CA 110N. FAILURE TC COMPLETE AN EVALUATION OF TrE EXISTNG IRRIGPJION SYSTE'vlS, AND REPOccflNG DEFICIENCES TO THE CITY, WILL CAUSE THE CITv TO /,SSUME THAT T~E EX•STING IRRIGATION SYSTEMS ARE FULLY OPERAT!OHAL /,ND NC RFPA.IRS ARE NECESSARY ANY DAMAGE DISCOVERED AFTER THE EVALUA ]!ON REPORT HAS EEEN Sl!B1''i!IED TC 1HE CITY. OR IH THE EVEHT T'lAT HO EVALUATIOH REPORT WAS SUBMlll[C 10 THE CITY, IT SHALL BECOME THE RESOONSIBIUTY Of TrlF CONTRACTOII TO R[FAIR THE DAMAGED IRRIGATIOH SYSTEMS. THIS SrlALL OCCUR Wl"H HO ADDl110NAL COST 10 THE CITY. &llkiiiiik I I I I REPAIR DAMAGED TURF REPAR '.JA'AAGED TURF AREAS WITH GRADING AND NF\N MARATH'.)N !I SCD. 3-4" IRRIGATION SLEEVES UI✓ )ER N E'II ROADWAY SE" CIVIL PINJS. 2" A-4 14 ~ ~ 2" San Jo,aquin Hills Road /s-· /,:_ecf .. . •, .. -·!;(:;-·:>-'< ''.':7,:Y',..., lllillillillilllll' -------_-_ 2" 19 . iH1f ffl r r Li,mit ,of Work 16 burt,on Landscap·e Architecru-re Studlo 307 S Oedros Solanc1 Be·ach Ca 92075 85'8 794 7204 T 858 794 7207 F www. hu rton-·studio.com 1& ,,,,,,. ~ ..... -..,.,,,.,,. 16 16 A!'PROI/AL liE~ 1 4/02/1 2 6/t6/J+ 3 1/8/1~ !4 . 5/10/16 • DA'IE ----~---- N.O.. OAIE , REvlSION I 16 I I I I "~~,a!'I ...-='. l -"' -·:.-:.·::: ____ '""""""" ____ _ I 0) -r-....... .......... ,,,,,,."_ © I © .c (I) I ID © (I) I © C ·- I ...J .c u ...... I ro ~ I '>'>~- •. • i, PA:RKWA Y CONNECTION N1OTE: CON HECT TO LATERAL STUB OUT AT APPROXIMATE LOCATIO~I FOR CONHECTION TO HEW RECYCLED WAIER REMOTE CONTROL VALVE FROM SJA ON-SIE IRRIGATION SYSTEM. REFER TO OH·SITE .__'!I PLAHS FOR MORE 1Nc0RMAT10H. USE ON-SITE IRRIGATIOH LEGEHD AND DETAILS SHEETS FOR IRRIGATIOH SYMBOLS, .MATERIALS AHD IHSTALLATION REQUIREMEHTS 5 lRRIGATION PLAN STREET IMPROVEMENT IN SAN JOAQUIN HILLS ROAD & SANTA CRUZ DRIVE CITY OF NEWPORT BEACH ---S_-5_2_7 4_· -_S--1 PUBLIC WORKS DEPARTMENT SHEET I& OF 22 1-...J -::, ro Cf) <( NOTE: PRIOR TO THE SCAR1 01 DEMOLITION OF EXISTING IRRIGATION SYSFN' .. CHE CONTRACTOf) SHALL INVESTIGATE THE CONDITION OF THE EXISTING IRRIGATION svSTEMS DESIG'!ATED 10 RL'AAIN. ANY DAMAGE 10 THE EXISTING :RR!GATION SYSTEMS DISCOVERED 3Y THE INVES1IGATIO~I. SrlAll BE BROUGHT "O THE AFENTION 0' THE CITY. THE CITY W.LL l,UTHORIZE "HE CONTRACTOR TO PRE?ARE A RID FOR THE REPAIR OF TrlE DAMAGED IRRIGA.TIO>l SYSTEMS AS DETERMINED DURl,JG THE INVESTIGATION 'AILLRL 10 COMPLETE AN EVALU\TIOH 8,TYF fXISTING IRRIGATION SYSTEMS. AND REPOR"ING DEFICIENCES TO Tf-1E CITY. WILL CALSE THE CITY TO ASSUME !!IN rn EXISTING IRRIGATION SYSTEMS .ARE FULLv OPERATIONAL AND NO REPAIRS ARE NECESSARY. ANY DAMAGE DISCOVERED AfTER THE EVALUATIO~I REPORT H.AS BEEN SUBMITTED TO TH:: CITY, OR IN THE EVENT THAT MO EVALUATION REPOR', WAS SUB1vtlTT:D TO THE CITY. IT S~ALL BECOME-HE RESPONSIBILITY OF THE CON TRAC IOR 10 REPAIR THE DAMAGED IRRIG/,TIOH SYSTEMS. l'i!S SH/,L. OCCJR WITH NO ADDITIONAL COST TO THE CITY CD C ·-....J .s:::::. I I I ~I ~ I I I mr @ ¾ A-6 2" 14 Limit of Work 2' 21 San, Joaq:uin Hills Road CONNECT TO LATERAL S10B.:our AT APPROXIMATE LOCA:rlON {OR CONNECTION TO NEW RECYCLED WATER REMOTE COl'iTROl VALVE FROM SJA ON-SITE IRRIGATION SYSTEM. REFER TO ON-SITE '----ll PLANS FOR MORE INFORMATION. USE ON°S1fE IRRIGATION LEGEND AND DETAILS SHEETS FOR IRRIGATION SYMBOLS, MATERIALS AND INSTALLATION REQUIREMENTS. burton Landscape J\rchitecture Studio 307 S Cedros Sol;,in;; BA-a.ch Ca 920,75 858. 794 7204 T 8.58 794 1207 P. WVJW, burton •studi O .C0'11 APl'ROVAL RE~ M. 0.0. DlRECTffi ..... -..... NO. DA TE REVISION . IRRIGATION PLAN STREET IMPROVEMENT IN SAN JOAQUIN HILLS ROAD & SANTA CRUZ DRIVE 20 1 CITYOF NEWPORT BEACH S-5274-S PUBLIC WORKS DEPARTMENT SHEET !'i'J OF 22 1- ....J -:::) co Cf) <( ~I ~I ~, I I I I EXISTING POC ASSEMBl Y EXISTING IRRIGATION VI.ATER M8ER, BACKFLOW PREVENTER. PRESSURE REDUCING VALVE AND MASTER VALVE TO REMAIN OPERATIONAL- PROTECT IN Pl.ACE. A•B 2· t 1e San Joaquin Hills Road PARKWAY CONNECTION NOTE: COcJNECT TO LATERA.c STU3-0:JT AT APPROXIMATE c.OCATION FOR CONeJECllON TO NEW RECYCLED WATE!s __ ,m RlMO!E CONTROi VA,_ VF FROM SJA ON-SITE IRRIGATION SYSTEM. REFcR TO ON-SIT FLANS FOR MORE INFORMA.TION. JSE ON-SITE IRRIGATION LEGEND AND DETAILS ShEE1S FOR IRRIGATION SYMBOLS, MATERIALS AND I'1STALcA !ION REQUIREMENTS E-3 1" 20 ,.,-----.. \ y.' ~,~\ ·, _ Limit of Work NOTE: ALL IRRIGATION EQUIPMENT IN SOUTH WEST QUADRANT SHOWN IN GRAY TONE IN DI CATES EXISTING CONDITIONS. ALL SYMBOLS INDICATED ON PLAN SHEETS FOR SPRINKLER HEADS ANlYIRRIGAT!ON EQUIPMENT SHOWN IN SOLID TONE INDICATE NEW CONDITIONS. VERIFY EXISTING CONDITIONS IN THE FIELD PRIOR TO START OF WORK. 1-112" 35 Limit of frrigatf;n Work Al'PRWAL RECOlMJIIlEil DATE 0 0 + Landscape Architecture-Siutlio· 307 S Gadros Solana Bcecll Ca-92075 858 794 7204 T B58 794 7207 F www.burton-!'.turfio.com ---------- 0 0 + 0 I I I I I I I I I I I ' I I I NOTE: PRIOR TO THE START OF DEMOLITION OF EXISTING IRRIGATIO~I SYSTEM, THE CONTRACTOR SHALL INVESTIGATE IHE CONDITION OF THE EXISTING IRRIGATION SYSTEMS DESIGNATED TO REMAIN. ANY DAMAGE TO THE EXISTING IRRIGATION SYS!EMS DISCOVERED BY THE INVESTIGATION, SHALL BE BROUGHT TO THE ATTENTION OF THE CITY. THE Cl,Y Will AUTHORIZE THE CONTRACTOR TO PREPARE A 8:ID FOR THE R!:PAIR OF THE D,A.MAGED !RR!GATiON SYSTEMS AS DE1ERMINED DURING THE INVESTIGATION. FAILURE TO COMPLETE AN EVALUATION OF THE EXISTING !RRIGATION SYSTEMS, AND REPORTING DEFICIENCES TO THE CITY, WILi CAUSE THE CITY TO ASSUME THAT THE EXISTING IRRIGATION SYSTEMS ARE FULLY OPERATIONAL AND NO REPAIRS ARE NECESSARY. ANY DAMAGE DISCOVERED .AFTER -HE EVALUATION REPORT HAS BEEN SUBMITTED TO THECIIY. OR IN THE EVENT THAT NO EVALUATION REPORT WAS SUBMITTED TO THE Cl1Y, IT SHALL &ECOME THE RESPONSIBIUTY OF THE CONTRACTOR TO REPAIR THE DAM.AGED IRRIGATION SYSTEMS. THIS SHALL OCCUR WITH NO ADDITIONAL COST TO THE CITY. SAN JOAQUIN HilllS ROAD AND SANTA CRUZ SOUTH WEST QUADRANT GENERAL IRRIGA1'110N CONSTRUCTION NOTES THE FOLLOWING GENERAL ;RRIGATION CONSTRUCTION NOTES .~ND SPECIFIC IRRIG/,T!ON CONSTRUCTION NOTES PERTAIN TO THE SOUTH WEST QUADRANT OF SAN JOAQUIN HILLS ROAD AND SANTA CRUZ DRIVE ONLY AND DO NOT PERTAIN TO THE CITY Of NEWPORT BEACH MEDIN< ISLAND IRRIGATION. 2. THE CONTRACTOR SHALL REfER TO SAN JOAQUIN PLAZ.~ APARTMENT ON Sl1E IRRIGATION LEGEND AND DETAIL SHEETS FOR IRRIGATION SYMBOLS, MATERIALS AND INSTALLATION REQUIREMENTS. 3. PERMISSION TO SHUT OFF IRRIGATION W/>.TER FOR MODI FICA Tl-ON OF AND INSTALLATION Of NEW IRRIGATION SYSTEMS SHAI.I. BE APPROVED BY IRVINE COMPANY$ OFFICE GROUP AUTHORIZED REPRESENTATIVE PRIOR TO SHUT-OFF, TOTAL ACCEPTABLE LENGTH OF FME FOR SHUT-DOWN SHALL BE DETERMINED BETWEEN THE COtlTRAC,OR AND THE OFFICE GROUP'S AUTHORIZED REPRESENTATIVE. "· IT IS THE INTENT TH.AT THE INSTALLATION OF THE !RRIGAflON SYSTEM AND ASSOCIATED IRRIGATION EQUIPMENT SHALL BE INSTALLED AS SHOWN ON THE DRAWINGS. CONNECTION OF THE NEW IRRIGATION PIPlf<G SHALL BE .'AA DE TO THE EXISTING IRRIGATION PIPING AT APPROXIMATE LOCATIONS SHOWN ON THE DRAWING. 11 SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY EXISTING CONDITIONS AND TO PLAN lfS WORK ACCORDINGLY EXACT LOCATION FOR POINTS OF CONNECTION SHALL B'E COORDINATED WITH THE OFFJC E GROUP'S AUTHORIZED REPRESENT A T!VE. 5. ALL IRRIGATION SYSTEMS SHALL REMAIN OPERATIONAL. DAMAGE TO ANY EXISTING LANDSCAPING OR IRRIGATION SYSTEM CAUSED BY THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED CR REPL,A.CED BY THE CONTRACTOR A.T NO ADDITIONAL COST TO THE OWNER. 6. UNLESS OTHERWISE NOTED, ALL MATERIALS AND EQUIPMcNT SHOWN SHALL BE CONSIDERED NEW AND SHALL BE INSTALLED IN SUCH A MANNER THAT Tr.E NEW IRRiGATION SYSTEM. INSTALLATION Will Be CO/VPATIBLE WITH THE EXISTNG IRRIGATION SYSTEM TO PROVIDE A COMPLETE AND ESF!C!ENT OPERATING IRRIGATION SYST:IV,. 7. FIELD ADJUSTMENTS MAY &E REQUIRED TC PROVIDE OP;'IMUM OPERATION EFFICIENCY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTlelG THE ICAC'S AUTHORIZED REPRESENTATIVc TO REVIEW FIELD ADJUSTMENTS PRIOR TO INSTALLATION. IN THE EVENT NO CON,ACT IS MADE WITH THE OWNER'S AUTHORIZED REPRESENTATIVE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REVISIONS NECESSARY. S.PEClfl,C IRRIGATl!ON CONSTRUCTION NOTES r1·1 EXISTING IRRIGATION. PROTECT IN·PL,A,CE r21 NEW LATERA.l LINE PIPING TO BE CONNECTED TO.EXISTING Pi,LM TREE IRRIGATION svSTEM CONTROL VALVE E-2 AS REQUIRED TO TO PROVIDE A COMPLETE AND EFFICIENI OPERATING l<R!GATION SYSTEM. PROVIDE AND INSTALL NEW IRRIGATION SYSTEM FOR NEW HEDGE lO BE PLANTED Al.ONG NEW RETAINING WALL CONNECT SYSTEM TO cXISTING ELECTRIC CONTROL VALVE E-l. NOTE, EXISTING CONTROL VALVE E-1 WAS PREVIOUSLY USE 10 RRIGATION THE LANDSCAPE BEHIND THE NFW RETAINING WALL AND IS NO LONGER NEEDED FOR THAT PURPOSE. 1 4 02 1 ·Plan Check Res onse •"''""""'rec,,s,. 2 6/16/14 Pion Check Response &~ "'<- IRRIGATION PLAN STREET IMPROVEMENT 3 1/8/16 Bulletin f/1 f 0-<;, 4 5/10/16 Bulletin #12 @' -s::¥--:/:ll¾f:.=..._ "i, m-'--f'-'-'.:.!...-!----!==_:=!:O::!:-------------------iz C ,u 1.--.1-~iZ!-~---l,'i m--1--+~--1------------------------D~ ~ N 0. 0 A TE . RE'i1SI QI\! IN SAN JOAQUIN HILLS ROAD & SANTA CRUZ DRIVE ! □~-~iJ-.1111111111121!011 t'cci1rvr'v·· ~01FF~NiFE~Wn=>PoniRR"TN8~EA~cHiTT°fs;.'.'.-ss:2ri7~4h-Ssl PUBLIC WORKS DEPARTMENT 5Hffi20 OF 22 1-....l -:J 00 U) <( IRRIGATION CONSTRUCTION NOTES l. iRRIGl'.TION SYSTEM RECONSTRUCTION $:HALL BE COMPLETED IN ACCORDANCE WITH THE DRAWINGS AND AS INDICATED IN THE FOLlOWING NOTES. 2. IT IS THE INTENT THAT THE INSTALLATION OF THE NEW IRRIGATION SYSTEM BE AS SHOWN ON THE IRRIGATION DRAWINGS. CONNECTION OF THE NEW IRRJGATION PRESSURE MAIN LINE PIPING SHALL 8E MADE TO EXISTING IRRIGATION PRESSURE MAINI.INE AT AfYPROXIMATE LOCATION SHOWN ON THE DRAWING. IT SHALL BE THE RESPONSIBIU1Y OF THE IRRIGATION CONTRACTOR TO VERIFY All EXISTING SITE CONDITIONS AND PROVIDE A STATEMENT OF INTENDED CONSTRUCTION·PROCEDURES FOR APPROVAi. BY THE OWNER'S AUTHROIZED REPRESENTATIVE PRIOR TO START OF CONSTRUCTION. 3. UNLESS OTHERWISE NOTED AS EXISTING TO REMAIN, THE CONTRACTOR SHALL REMOVE ONLY EXISTING SPRINKLER HEADS AND LAIERAL LINE PIPING WITHIN THE AREA WHERE NEW IRRIGATION IS DESIGNATED ON THE DRAWINGS. ALL SPRINKLER HEADS REMOVED, AS WELL AS ALL OTHER IRRIGATION EQUIPMENT SCHEDULED FOR REMOVAL, SHALL Bl TURNED OVER TO THE OWNER'S AUTHORIZED REPRESENTATIVE WITH A TRANSMITTAL LISTING ALL ITEMS. ALL PIPING OR OTHER MATERIALS SCHEDULED TO BE REMOVED. SHALL BE REMOVED FROM THE SITE AND LEGALLY DISPOSED OF BY THE CONTRACTOR. 4. ALL IRRIGATION SYSTEMS OUTSIDE OF THE NEW CONSTRUCTION AREA SHALL REMAIN OPERATIONAL. PROTECT IN PLACE. DAMAGE TO ANY EXISTING LANDSCAPING OR IRRIGATION SYSTEM OUTSIDE OF THE NEW IRRIGATION CONSTRUCTION AREA, CAUSED BY THE CONTRACTOR'S OPERATIONS SHAI.L BE REPAIRED OR REPLACED BY THE CONTRACTOR AT NO ADDl'r!ONAL COST TO THE OWNER. 5. FtELD ADJUSTMENTS :MAY BE REQUIRED TO PROVIDE OPTIMUM OPERATION EFFICIENCY. THE CONTRACTOR S-HALL BE RESPONSl&ff FOR CONTACTIN'G ·1HEOWNER'S AUTHORIZED REPRESENTATIVE TO REVIEW FIELD ADJUSTMENTS PRIOR TO INSTALLATION. IN THE EVENT NO CONTACT IS MADE WITH THE OWNER'S AUTHORIZED REPRESENTATIVE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REVISIONS NECESSARY. 6. PERMISSION TO SH UT OFF 'IRRIGATION WATER FOR DEMOWION OF EXISTING IRRIGATION SYSTEM SHALL BE APPROVED BY THE CITY'S AUTHORIZED REPRESENTATIVE PRIOR TO SHUT-OFF. 1. THE CONSTRUCTION OF THE WATER AND RECLAIMED WATER IMPROVEMENTS SHALL CONFORM TO THE REQUIREMENTS OF THE NEWPORT BEACH CONSTRUCTION STANDARDS. STANDARD SPECIAL PROVISION. DESIGN CRITERIA STANDARD DRAWING AND THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONS I RUCTION US.E LATtSf EDIHON AND SUPPLEMENTS AND THESE SPECIFICATIONS 2. THE CONTRACTOR SHALL llE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION Of I-JEW FACILITIES. 3. IT SHALL BE THE CONTRACTOR'S RESPONSI.BILITY TO FIELD VERIFY THE LOCATION AND DEPTH OF ALL CONNECTION POINTS AND UTILITY CROSSINGS PRIOR TO BEGINNING ACTUAL CONSTRUCTION. 4. EXAMINATION OF THE SITE AND PORTIONS THEREOF WHICH WILL AFFECT THE WORK SHALL BE MADE BY IHE CONTRACTOR. WHO SHALL COMPARE IT WITH THE PLANS AND SATISFY KlMSELf TO CONDITIONS UNDER WHICH WORK IS TO BE PERFORMED AND CONFLICTS. OR OMISSIONS. ETC SHALL fl:E REPORTED TO THE CITY BEFORE PROCEEDING WITH ANY WORK. 5. PERMISSION TO SHUT OFFIRRIGATIONWA1tR AND DOMESTIC WATER TO EXISTING IRRIGATION SYSTEM SHALL BE APPROVED BY THE CITY'S AIJfHOR!ZEDREPRESENTATIVE PRIOR TO SHUT-OFF. 6. THE CONTRACTOR.SHALL REQUEST INSPECTJON FROM THE CHY OF NEWPORT BEACH UTILITIES 48 HOURS IN ADVANCE OF PERFORMING .AN'/ WORK AT 644-3011, THE CONTRACTOR SHALL REQUEST IRRIGAHON • INSPECTION FROM THE PARKS DIVISION OF GENERAL SERVICES 48 HOURS IN ADVANCE OF INSPEC!ION Ar 644-3162. 7. THE WALL AND FACE OF ALL EXCAVATIONS GREATER THAN f5) FEETIN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEMr SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES OR EXCAVATIONS LESS THAN(S') FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMfNATION INDICAfES THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 8. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NO. 7. ABOVE FROM CAl-OSHA. 9. THE CONTRACTOR SHALL MAINTAIN THE WORK AREAIN A NEAT, SAFE CLEAN, AND SANITARY CONDITION AT ALL TIMES AND TO THE SATISFACTION OF THE CITY. WORK AREA SHALl BE KEPT CLEAN OF DEBRIS. WITH DUST AND NUIS:ANGFBEING CONTROLLED AT ALI. TIMES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR ANY CLEAN-UP ON ADJACENT STREETS AFFECTED BY ITS CONSTRUCTION. ID. THE CONTRACTOR SHALL KEEP A SIGNED SET OF APPROVED PLANS AND SPECIFICATIONS AND A COPY OF ALL CONSTRUCTION PERMITS ON THE JOB SIT!: AT ALL TIMES DIJRlNG WORKING OPERATIONS. r I. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL. STATE AND LOCAL SAFETY REQlJIREMEN'IS. ALL WORK SHALL COMPL'f WITH CONDITIONS ESTABLISHED BY THE REGIONAL WATER QUALITY CONTROLBOARD. 12. ALL EXISTING IRRIGATION SYST.EMS SHALL REMAIN OPERATIONAL. DAMAGE TG ANY EXISTING IRRIGATION· SYSTEM CAUSED BY THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE CITY. 13. THE CONTRACTOR SHALL RESTORE OR .REPLACE IN KIND ALL EXISTING IMPROVEMENTS DISTURBED DURING 'CONSTRUCTION INCLUDING, B:UTNOT LIMITED TO HARDSCAPE, LANDSCAPING AND SIGNS. 14. All UTILITY COMPANIES HAV[NG FACILITIES WITHIN THE WORK AREA SHALL BE NOTIFIED BY THE CONTRACTOR AT LEAST 43 HOO.RS PRIOR TO WORK. 15. ALL PIPING SHALL SE BEDDED PER CITY OF i'IEWPORT BEACH STD-106--L AND THESE SPECIFICATIONS. 16. All EXPOSED PIPING. VALVES AND APPURTENANCES WHICH ARE ABOVE GROUND OR IN VAUUS SHALL BE PAiNTED PER PROJECT SPECIFICA'IIONS. 17. TEST ALL NEW IRRIGATION.P'FcESSUREMAINLINe PIPE AT A STATIC PRESSURE Of 150 PSI. TEST NEW IRRIGATION PRESSURE MAINUNE PIPE PRIOR TO CONNEC11NG TO EXISTING IRRIGATION PRESSURE MAINLINE PIPE. burton landscap-e Architecture Studi-o 307 S Cedros Solan.a B&ach Ca 92075- 858 7'94 7204 T 858 794 7207 P www.burton-stlldio.com lli\TE: - 1 ,4/02/1 2 6/16/11 3 1/8/16 4 5/10/16 NO. DA lE REVISION IRRIGATION SPRINKLER LEGEND • SPRAYS SYMBOL MANUFACTURER ® @ ® IQ] (D 9 ::l m rn ® TORO ! MODEL NO. 57oz-=·RX-2"'-CO,V 570Z-?RX-12::.-c0,v 570Z·.,RX-12::i.co.v, 570Z-PR;< 12P CO.V. 570Z-PRX-12P-COM 57CZ-PRX-12P-COM 57CZ-PRX 12P-COM 570Z-PRX-r2P-COM DE5CRIPT'.ON I 2' POP-UP W/FLOW REGULATING STEM A.ND CHECK 57CZ-PRX-06P-COM 6" POP-UP W/FLOW REGULATING STl'M AND CHECK i'JOlZ!_E PRN-Tf PRl's-TI'. PRl's-TI'. 0+8-360 0 T 8 180 O-T-8-90 ' O-T-5-360 0-T 5180 O-T-5-9J SB-9C RAULS G.P.M. P.S.I. PATTERN ADJUSTABLE' 1.92 40 FULL CIRCLE ADJUSTABLE' 0.93 40 ADJUSTABLE"' ADJUST.',BLE" C.46 40 ADJUSTABLE"' 8*** FT. C.66 30 FULL CIRCLE Bi'** FT. 0.33 30 HALF 8'"** FT. 0.17 30 QTR. 5*4t FT. 0.26 30 FULL 5"'*" FT. 0.13 30 HALF 5**" FT. 0 065 30 QTR. . ADJUSTABLE .86 -3C •I BUBBLER ADJUST THE RADIUS OF EACH TORO PRECISION ROTATING NOZZLE FOR HEAD TO ,'jE.AD COVERAGE AND.TO PREVENT OVERSPRAY INTO ROADWAY BY TURNlNG THE PRE-INSTALLED 3/8" MINI-VALVE WITH A 3/13" HEX DRIVER TO FULLY OPEN OR FULL~ CLOSE THE FLOW THROUGH THE STEM. THIS PERMITS F!NE TUNING OF TORO NCZZLE PERFORMANCE TO ACHIEVE THE EXACT DISTANCE DES!RED WHILE EliMINt,TING All HIGH PRESSURE MISTING. ADJUST THE ARC OF EACH ADJUSTABLE TORO PRECISION ROTATING NOZZLE AS REQUIRED TO PRtVENT OVERS PRAY INTO ROADWAY. , ,, ADJUST TORO PRECISION SERIES SPRAY NOZ1lES FOR HEI\D TO HEAD COVERAGE AS REQUIRED TO PREVENT OVERS PRAY. IRRIGATION EQUlf'MENT LEGEND S.Y,'v\BOL MANUFACTURER MODEL NO. DESCRIPTION ~ ()I 111111 D 181 GRISWOLD ! DWS MATCO 755 RAIN BIRD 44-LRC ' EXISTING BRASS ELECiRIC CONTROL VALVE· 2" TO REMAIN OPERATIO~IAL OR TO BE RELOCATED· SEE 'RRIGATION DRAWINGS FOR ADDITIONAL INFORMI\TION. '" EXISTll'sG SERIES FULL PO'IT BALL VAi. VE FOR SiZES 2-1 /2" AND SMALLER • UNE SIZE EXISTING QUICK COUPllNG VALVE WITH LOCKING RUBBER COVER· 1' EX!STll<G 2' REDGCED c1Rl:SSUf?E BACKFLOW PREVENTER 70 REMAIN OPERAT10N.A.l -~ROTECT !N PLACE. EXISTIN-G 2" PRESSURE REDUCING VA~ VE TO ~EMAIi\ OPERA T!Ot...;,l.\t, -PRC-TF:C'I !N P1 AC>::_ EX!ST1NG 2" 1RRIGATION MAs-:>:R VA.LYE TO RE/v\A-1N o~ERATIONP.l -"ROTECf IN PLACE. 0 EXISTING 2' IRRIGATION WATER METER TO REMAIN OPERATIONAL-PROTECT IN PLACE. • -----• EXISTING 2' IRRIGATION MAINLINE PIPING TO RE'AAIN OPERATIONA" -PROTECT IN PLACE. ~ NEW BURiED NON-PRESSURE LATERAL LINE PIPING· USE PVC SCf'EDULE 40 FOR I.ATl'RAL UNE PIPING iNSTAI.LED W!THIN PLANTING AREAS AND FOR LATER;AL LINE PIPING INSTALLED UNDER PAVED AREAS -S•ZE NOTED. USE WHITE COLORED PIPE FOR DOMESTIC WATER. EXISTING SPLICE BOX FOR iRRIGATION CONTROL WIRES. EXISTING CONTROL W,RE CONDUITS UNDER ROADWAY PAVING WITH EXiS!ING IRR!GATION CONTRIL WIRES. PROTECT IN PLACE. .... ..;,;,".iii' EXiSTiNG IRRIGATIOt, PRESSURE MAINUNE PIPE SLEEVES SHOWN UNDER ROADWAY WITH EXISTING IRRiGATION MAINLINE PIPING. EXISTING IRRIGATION NON-PRESSURE LP.TERl'.L LINE PIPE SLEEVES SHOWN UNDER ROADWAY. fNSTALL NEW LATERAL LINE PIPING WITHIN EXISTING SLEEV, _ , N).ICATES AUTO!vtATIC CONTROLL.E~ STATION NUM-~FR -STATION t•JU-t,AS-ER TO BE DETERIVrlNED BY CITY 1-· Lf"" -:NDICATES FLOW IN G.?.M. FOR ELECTRIC CONTROL YA.LYES. f -[ 1-INDICJ'.TES ELECTRIC co,nROL VALVE SIZE ••• THE IRRIGATION CO>JTRACTOR SHALL A::>,LSTTH 0 THROILING SIEM AT EACH ELECTRIC CONTROL VA.LYE SO THATTHE SPRINKLER HEAD FARTHEST AND HGHE5r !N ELEVATION FROM ITS RES 0 ECTIVc CONTRO, VALVE OPERATES WITHIN THE OPERATING PRESSURE SHO'vVN ON rHE 1RR1GAflON !_EGEND. f'..:OT TC-EXCEED FIVE [S:· PSI ABOVE THE GIVEN OPERATING PRESSURE. EQUIPMENT LOCATION NOTE 1. INSTALL A.LL 'RR!GATION EQUIPMENT, PRESSURE MAIN LINE PIPING. CONTROL VALVES. ETC. WITHIN PLA.NTING AREA -ANY IRRIGATION EQUIPMENT SHOW,1 OUTSIDE OF PLANTING AREA IS FOR DRAW'.NG CLARITY (TYPICAL). 2. ABOVE GROUND JRRIGATION EQUIPMENT LOCATIONS SHOWN ON THIS DRAWING .ARE APPRC:<IMATE. STAKE OUT ABOVE GRAD!: IRRIGl'.TION EQUIPMENT LOC,S.TIONS FOR'REVIEW AND APPROVAL cY OWNER PRIOR ,o !NSTALLA TION. FINAL LOCl'.TION AND EXACT POSITIONlNG ABOVE GRADE !RRIGATION EQUIP,"v\ENT SHALL oE DETERM!NED BY THE OWNER. MINOR MODIFIC.'<TIONS OF ABOVE GRADE IRRIGAT,CN ECUIPl\>ENT LOCATIONS AS REQUESTED BY THE O\NNER SHALL BE PROVIDED BY THE CONTRACTOR Al NO AODiTIONAL COST TO THE OWNER FAILURE TO OBTAIN OWNER'S .APPROVAL PRIOR TO INSTALLA.TION SHALL CAUSE COf!TRACTOR TO MAKE OWNER DIRECTED REVISIONS AT NO ADDITIONAL COST TO OWNER. ELECTRIC CONTROL VALVE, QUICK COUPLING VALVE AND GATE VALVE. E"'C LOCATIONS SHOWN ON THIS DRAWING ARE APPROXIMATE. THE CONTRACTOR SHALL STAKE OUT El'.CH LLECTRiC CONTROL VALVE. QUICK COUPLING VALVE AND GATE V.~LVE. ETC. LOCATION FOR REVIEW AND APPROVA.l BY OWNER PRIOR TO INSTAU.ATION OF VALVES. SEE DETAILS FOR ADDITIONAL VALVE INSTA.LLATION INFORMATION. FINAL LOCATION AND EXACT POSIT!ONING OF IRRIGATION EQLIPMENT SHALi. BE Ai"P'ROVED BY THE OWNER. MINOR MOD!FICATIONS OF '.RR:GATION EQUIPMENT LOCATIONS AS REQUESTED BY THE OWNER SHALL 52 PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. FAILURE TO OBTAIN OWNER'S APPROV.Al PRIOR TO !NSTALLATIOr, SHALL CAUSc CONTRACTOR TO MAKE OW~IER DIRECTIED REVISIONS AT NO ADDITIONAL COST TO C'NNER. IRRIGATION LEGEND & NOTES STREET IMPROVEMENT IN SAN JOAQU~N HILLS ROAD & .. SANTA CRUZ DRIVE 0.!1:;;;~111~~t,~ --■20llt r.ic1rrTYfflOF~-· NNIE~··· W~P)(QiR~TRB~EAMCiHi°nS~-~50277 44--1sr1 PUBLIC WORKS DEPARTMENT . SHffi 21 Of 22 t-- 'T"" I "r"" ~ I N ~ 1- ....l -:J co U) <( w -0 z w w V) * lEGEND 6" I. NON-PRESSURE LA.TERAL LINE PIPING. 2. PRESSURE M1,IN LINE PiPiNG 3. CONTROL WIRES TAPE AND BUNDLE EVERY 10 FEET. INSTALL ADJACENT TO PRESSURE MAIN UNE. 4. PROVIDE 2" DEPTH Of CLEAN BACKFILL 5. SEE IRRIGATION SPECIFICATIONS FOR BACKFILL AND COMPACTION REQUIREMENTS. 6. FINISH GRADE. * MINIMUM BACKFILL DEPTHS PROM FIN1SH GRADE TO TOP OF MAINLINE 24" FOR PIPE SIZES 3" AND LARGER TRENCHING JS' FOR PIPE SIZES 2 i /2" AND SMALLER. SCALE: N.LS. 5 I I 3 SCALE: N.T.S. SECTION 3 SUPPll:MENTAl TREE IRRIGATION SCALE: NJ.S. burton landscapa Archi1ectu-re Studio 307 S CMros Solana Beach Ca 92075 858 79-4 72'04 T 858 794 7207 F www.burto'n·studio.com Al'PROVIIL ~ !.l.D.!J. u]iiclfhliJR 9 LEGEND I. 12' POP-UP SPR,A.Y HEAD. 2. WALK OR CURB. 3. FINISH GRADE 4 .• LATERAL liNE P!PE. S. PVC SxS>:TTEE. 6. MAR LEX 90° STREET Ell. 7. PVC SCHEDULE 80 NIPPLE -12" LONG. 8. IN-RISER ADJJSTA.BLE FLOW REGULATOR. 9. SET TOP OF 12' POP-UP 4" BELOW ,OP OF ALOE PLANT. NOTE:USE TEFLON TAPE ON AU. MALE PIPE THREADS. PLAN 3 LEGEND I. EXISTING TREE 2. TORO 570Z-PRX-06P-CO.'A 5" POP-UP TREE SPRAY V•/ITH SB-90 HALF NOZZLE'. PROVDE 2 BUBBLER$ PER TREE. REFER TC LEGEND FOR ADDIHONAL INfORMA,ION. 3. PLAN, ROOTBAll. 4. FINISH GRADE. 5. LATERAL LINf FITTING. 6. PVC LATERAL LINE PIPE. 7. TRIPLE SWING JOINT .f\SSEMBlY PER 6" POP-UP 5PRAY HEAD DETAIL. 8. PVC SCH. 90 RISER NIPPLE. 9. PVC TxS MALE ,A.[)fo.PTER 10. ADJUST ST~EAM OF SPRINKLER TO 2' RADIUS 4 . DATE RE'IISION . * 6" POP UP SPRINKLER HEAD SCALE: N.LS. 3 6 12" POP UP SPRINKLER HEAD SCALE: NJ.S. NOTE:USE TEFLON TAPE ON ALL MAU: PIPE THREADS. * 6" FOR TORO HEAD WITH SPRAY NOZZLE. i2' FOR TORO HEAD WITH ROTAT!,IG NOZZLE. LEGEND 12" POP-UP SPRAY HEAD. WALK OR CURB. FINISH GRADE. LAT!:RAL LINE PIPE. PVC SXSXT TEE. MAR LEX 90° STREET ELL PVC SCHEDULE 80 NIPPLE-12" LONG. IN-RISER ADJUSTABLE FLOW REGULATOR. LEGEND I. 12" POP-UP SPRAY HEAD. 2 WALK OR CURB 3. FINISH GRADE. 4 L.~ TERAL LINE PIPE. 5 PVC SxSxT TEE. 6. MARLEX 90° STREET ELL 7. PVC SCHEDULE 80 NIPPLE -I 2" LONG. 8. IN-RISER ADJUSTABLE FLOW REGULATOR. 1 2 STREET IMPROVEMENT IN SAN JOAQUIN HILLS ROAD & SANTA CRUZ DRIVE 201 • CITY OF NEWPORT BEACH S-527 4-S PUBLIC WORKS DEPARTMENT SHEET 72 Df 22 1- _J -::> co if) <(