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HomeMy WebLinkAboutR_6023_SCITY . Of COSTA MESA 1 -~ PROJECT LOCATION VICINITY MAP NOT TO SCALE TOPOGRAPHICAL LEGEND ABBREVIATIONS (IN ADDITION ,O GREENBOOK SECTION 1-3.2) .z-;. POWER POLE AB AGGREGATE BASE MED MEDIAN 0 SEWER CLEANOUT ARV AIR REUEF VALVE MH MANHOLE ACP ASBESTOS CEMENT PIPE MJ t.lECHANICAL JOINT ~1> SIEYER MANHOLE AC ASl'HAL T CONCRETIE MIN MINIMUM AGU ABOVE GROUND UTILITY MOC MIDDLE OF CURVE ;'"'-\ BC BEGIN CURVE ~) STORM DRAIN MANHOLE MON MONUMENT BCR BEGIN CURVE RETURN MOVC MIDDLE OF VERTICAL CURVE ·~· ARE HYDRANT BFP BACKFLOW PREVENTOR \..,) NC NATURAL GROUND BK BACK N NORTH Ill WATER METIER ave B!GIN VERTICAL CURVE NTS NOT TO SCALE l!lil PUUL aox BU( BLOOK NO NUMBER BOL BOLLARD 00 ORIGINAL GROUND ~ STREET LIGHT CATV CABLE TV PKM f' ARKING METER Cl CAST IRON {PJ PRO!'OSEO " WATER VALVE. i,C/L CIEttTERUNE PPB PEOESIBIAN PUSH BUTTON 08 CATCH BASIN PE PLAIN £NO r-GUY 'MRE CNB CITY Of NE'wf'ORT IIEACrt PCC· POfiTLANO CEMENT CONCRETE Ii SURVEY MONUMENT CL CLASS PROP PROPOSED CLR CLEAR PB PULIL BOX ,-,'t~-· SIGN Cl.SM CONfflOLI.ED LOW PUE PUBllC UTILITY EASEMENT STRENGTH MA TERI AL RCP REINFORCED CONCRETE PIPE ® • VAULT VENT CONC CONCRETE RET RETi'.INlNG *,O C&G CURB AND GUTTER RT RIGHT "' • TREE ow DOMESTIC WATER R/W RIGHT Of WAY II!'! IRRIGATION CONTROL VALVE (E) EXISTING SCH SCHEDULE E EAST/ELECTRIC s,ss SIEWER 0 CORING LOCATION EC ENO CI.JRVE sco SEWER CLEANOUT ECR ENO CURVE RETURN so STORM ORAIN ~:;:::\ ELECtRICAL MANHOLE ELEC ELECTRICAL (,s,. SL S1REET UGHl EYC ENO VERTICAL CURVE SSMH SIEl\1::R MANHOLE L .. s,{::L,!.~-m•ri~.£'.j BUILDING EXIST EXISTING SHT SHEET FE FLANGED END SW SIDEWALK -·····--······-··•-'-••· ----· EXISTING CONS1RUCTION FG FINISHED GROUND s SOUTH PROPERTY LINE FH FIRE HYDRANT set SOU1HERN CALIFORNIA EDISON ----FL fLOW LINE SQ SQUARE FLG FLANGE PUBLIC WORKS DEPARTMENT NEWPORT BOULEVARD WIDENING FROM 30TH STREET TO VIA LIDO C-4881 IC WORKS DIRECTOR APPROVED: ,~~:_ ·: MARK KOJEVIC, JC DEPUTY,PWD / CITY ENGINEER \ ~' ', ~.~ .. < ;\'! ·, ., ~ •, \ \; •. \' ' .. ' ' cs..'ifJ ' \ '••,\· \ .. --'f""·•T1 DATE: )'9--4-/.5 DATE: -----·------ ,__ 0 GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR P\IBUC WORKS CONSTRUCTION", 2009 EDITION AND SUPPLEMENTS TO DATE, EXCEPT AS OTHERWISE STATED IN THE aTY's STANDARD SPECIAL PROVISIONS, OR IN THIS CONSTRUCTION CONTRACTS SPEaAL PROVISIONS. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FlELD PRIOR TO BEGINNING CONSTRUCTION. 3. 4. ALL EXPOSED CONCRETE SURFACES SHALL CONfORM IN GRADE, COLOR, DIMENSION, ANO FlNISH TO ADJOINING IMPROVEMENTS. P.C.C. SHALL BE CLASS 560-C-3250. 5. CONTRACTOR SHALL ADJUST CITY UTILITIES {e.g. WATER VALVES, sea, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE. ALL OTHER UllUTIES SHALL BE ADJUSTED TO GRADE BY 01\'iERS. 6. 7. PROPOSED PAVEMENT ANO CURB ANO GUTTER SHALL JO!N ANO MATCH LINE ANO GRADE Of EXISTING IMPROVEMENTS UNLESS NOTED OTHERY«SE. ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLEO TO THE ATTENTION Of THE ENGINEER. FAILURE TO 00 SO WILL PLACE RESPONSIBILITY ON THE CONTRACTOR fOR CORRECTION. 8. ANY WORK NOT INDICATED ON THE DRAWINGS BUT CALLED FOR IN THE SPEC1FICATIONS, OR VICE-VERSA, SHALL 8£ FURNISHED AND PERFORMED AS THOUGH SPECIFICALLY INDICATED AND CALL£0 FOR IN BOTH. ANY WORK NOT INSTALLED ACCORDING TO DRAWINGS 00 SPECIFICATIONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. CONSTRUCTION NOTES 0 CONSTRUCT 2' ARHM OVER 4' HMA OVER 4.5" CMB OVER COMPAC1ED SUBGRAOE. SEE NOTE 1 ON SHEET 2 REGARDING SUBGRAOE STABILIZATION AND NOTE 2 ON SHEET 2 FOR PAV[MENT SECTIONS OVER BURIED PCC PAVEMENT. ® COLO MILIL EXISTING AC PAVEMENT (VARIABLE DEPTH, 1' MIN). AFiER GRINDING, SEAL CRACKS 1/8-INCH WIDE ANO GREATER WITH A CRACK SEALANT, CLEAN LOOSE DEBRIS FROM SURF ACE, AND APPLY A TACK COAT CONSISTING Of A 0.1 GALLON PER SQUARE YARD APPLICATION OF SS-1. Q) coNsTRucT 5• AND VARIES <10.s· MAX> Pcc cuRs AND GUTTER (TYPE Al PER CITY Of NEWPORT BEACH OWG. NO. STD-182-L. © CONSTRUCT 8" PCC CURB <TYPE 81 PER CITY OF NEWPORT BEACH DWG. NO. STD-182-L AND NOTE 6 ON SHEET 2. ® CONSTRUCT 4" PCC SIDEWALK PER OTY OF NEWPORT BEACH OWO. NO. STD-180-L AND DETAIL 7 ON SHEET 8. © CONSTRUCT PCC CURB RAMP PER CITY Of NE'M>ORT BEACH OWG. NO. STD-181-L -B (CASE HJ AND DETAIL SHOWN ON PLAN. (J) CONSTRUCT PCC CURB RAMP PER CITY OF NEWPORT BEACH DWG. NO. STD-181 -L -B (CASE Kl ANO OET AIL SHOWN ON PLAN. ® CONSTRUCT 6" PCC LOCAL DEPRESSION PER aTY Of NEWPORT BEACH OWG. NO. STD-304-L AND DETAIL SHOWN ON PLAN. ® CONSTRUCT 2" ARHM OVER 6" HMA SLOT PAVEMENT. WIDTH SHALL BE 1' UNLESS OTHERWISE SHOWN. SEE NOTE 2 ON SH£ET 2 FOR PAVEMENT SECTIONS OVER BURIED PCC PAVEMENT. @) CONSTRUCT a· PCC BIKE LANE WITH a· AND VARIES oo.s· MAX) MONOLITHIC CURB PER DETAIL 1 ON SHEET 8. @ CONSTRUCT 6' PCC COMMERICAL DRIVEWAY APPROACH (TYPE ll OVER 4• CMB PER OTY OF NEWPORT BEACH DWG. NO. ST0-160-L-A ANO DETAIL 2 ON SHEET B. @ CONSTRUCT SOUND WALL PER WALL STRUCTURAL DETAILS ON SHEET 21. • @) SAWCUT AND REMOVE EXISllNG AC PAMT, BASI:, PCC, AND/OR StlBGRADE TO 2'-6" BELOW PROl'OSED Ta' Of CUfiB AND AEl'I.ACE Willi CUSS A TOl'SOIL @ INSTALL TRUNCATED DOMES PER CITY OF NEWPORT BEACH OWG. NO. ST0-181-L-C ANO STD-181-L-D. @ CONSTRUCT 6" PCC ALLEY APPROACH 0\1:R 4" CMB WITH INiEGRAL CURBS PER CITY OF NEWPORT BEACH OWC. NO. Si0-H2-L TYPE A ANO DETAI.. 2 ON SHEET 8. @) CONSTRUCT 9• PCC BUS TURNOUT HYPE Al OVER 6 • CMB WITH 8-llICH MONOUTH!C CURB PER DETAIL 4 ON SHEET S. @ CONSTRUCT 9• PCC aus TURNOUT <TYPE B) OVER 6" CMB AND • 6-INCH MONLITHIC CURB PER DETAR.. 5 ON SHEET 8. .@ INSTALL NEW PARKING METER PER CITY Of NEWPORT BEACH OWG. . NO. SlD-921-L. · @ COLD MIU. EXlS1lNG PCC PAIIEME.Ni IVARlABLE DEPTH, 1 • MINJ. • AFTER GRINDING, SEAL AU. PCC JOINTS AND CRACKS 1 tS-INCH WIOE ANO \iREA TER VITH A PCC JOINT SEALANT, CLEAN .LOOSE DEBRIS FROM SURf ACE, AND APPLY A TACK COAT CONSISTING or A O. I GALlON PER SQUARE YARD APPLICATION OF SS-1. @ CONSTRUCT 6" PCC COMIAERICAL DRIVEWAY APPROACH ITYPE lltl OVER . 4 • CMB P~ CITY OF NEwPOfiT BEACH OWG. NO. STD-166-L -A ANO DETAIL 2 ON SHEET 8. @ CONSTRUCT 2" ARHM OVERLAY OVER HMA (VARIABLE DEPTH, 1 • MIN) LEVELING COURSE. @ INSTALL FIRE HYDRANT PER CITY Of NEWPORT BEACH OWG. NO. STD-500-L @ CONSTRUCT PCC CURB RAMP PE~ CITY Of NEl'IPORT BEi'.CH OWG. • NO. STD-181-L-EI CASIE I AND DETAIL SHO\ffl ON PLAN. ® CONSTRUCT 4• HMA 0\/tR 4' CMS OVER COMPACiEO SUBGRADE. . @ CONSTRUCT g• PCC VALLEY GUmR OVER 6" CMS l'ER DETAIL 3 ON SHEET a. @ CONSTRUCT 6" PCC CURB (TYPE Bl PER CITY Of NEWPORT BEACH ® CONSTRUCT 8" PCC CURB ANO GUTTER (TYPE Al WITH 2% GUTTER PAN PER CITY Of NEWPORT BEACH OWG. NO. STD-182-L. @ REPLACE DAMAGED ARTIFICIAL TURF TO MATCH EXISTING. @) CONSTRUCT CURB INLET TYPE OL-A CL=3.51 PER CITY OF NEWPORT BEACH OWG. NO. STD-J05-L. ® CONSTRUCT CURB INLET TYPE OL-A (l=7.0? PER CITY Of NEWPORT BEACH DWG. NO. STD-305-L. @ CONSTRUCT CONCRETE COLLAR PER CITY OF NEWPORT BEACH DWG. NO. STD-313-L. @) NOT USED. @ CONSTRUCT 12" PVC PIPE {Sl)R-35l PER PLAN WITH BEDDING PER C1TY Of NEWPORT BEACH OWG. NO. STD-106-L. @ CONSTRUCT 18' RCP (2000-Dl PER PLAN WITH BEDDING PER OTY OF NEl'IPORT BEACH OWG. NO. STD-106-L @ CONSTRUCT MODIFIED JUNCTION STRUCTURE N0.1 (NO MANHOLE SHAFTl PER CITY OF NEWPORT BEACH DWG. NO. STD-310-L. @NOT USED. @ CONSTRUCT PARKWAY CULVERT TYf'E "II" PER PLAN AND QTY OF NEWPORT BEACH DWG. NO. STD-318-L. . @ INSTALL CLEARWATER SOLUTIONS, INC. CLEARWATER BMP-02 PER DETAILS SHOWN ON SHEET 23. @) INSTALL CLEARWATER SOLUTIONS, INC. CLEARWATER BMP-OJ PER DETAILS SHOWN ON SHEET 24. ® INSTALL Ct.EAAWAiER SOLUTIONS, INC. Cl£ARWA1ER B.MP-04 PER DETAILS SI-IOWN ON SHEET 24. ® CONSTRUCT JUNCTION STRUCTURE N0.2 PER JUNCTION STRUCTURE DATA TABLE ON PLAN ANO CITY Of NEWPORT BEACH OWG. NO. STD-311-L. ® PLACE 2-SACK CONCRETE SLURRY BACKFILL PER LIMITS SHOWN. @ CONSTRUCT CURB INLET TYPE OL-A (l=14.0i PER C!TY OF r.El'IPORT BEACH DWG. NO. Si0-305-L. MOOIFIED BY PRO~OING A 7-POOT OPENING ANO A CURVED WALL TO MATCH THE CURB RETURN AS SHOWN ON DETAIL @INSTALL AIR ANO VACWM RELEASE VALVE ASSEMBLY PER CITY Of NEWPORT BEACH OWG. NO. STD-515-1.. @ INST ALL 8-INCH PVC AIR VENT. @) INSTAl.l 2,-INCH WATER METER /NEPTUNE T-10 MEi'J::f!l AN() BACKFLOW f'REVENTION ASSEMBI. Y (f'll'.ilCO OR WILKINS -USC IIPPRO\IE!tl PER CIT'I' Of' NEWPORT BEACH ·DWG. NO. STD-50J-L ANO S!0-512-L. INSTALL NEW ELECiROl!IIC PARKING METER MACHINE !CITY Of PROVIOEl. CONSTRUCT MOW CIJRB TO MATCH EXISTING, CONSTRUCT 6 • PCC MlJDIAEO CURB AND WTTER PER DETAIi. 10 ON SHEET 6. PAINT 4• SRClKEN WHITE tANE UN.E PtR CALTRANS'STD. PLAN A2DA, DETAIL 9. @ f>AINi 50' SOUD WHllE. 4" !NTERSIECTION LEAO-INILEAD-OUT LJNE; @ PAINT WHl]'E 12• CROSSWALK/LIMJT LINE PER CALIRANS ST(). PLAN • A24E AND ABBA. CROSSWALK SI-IAU.. BE 10' IN fflDTH ONSIDE TO IN$10El, UNLESS OTHERWISE INDICATED. • @ PAINT WHITE PAVEMENT MARKING SPECIFIED PER CALlRANS SID. PLAN A24A TO A24E. @ PAINT SOLID WHITE a• CHANNELIZING LINE PER CAL TRANS STD. PLAN A20D, DETAIL 38. . @ PAINT 4 • SOUO DOUBLE '!E.ULOW MEDIAN ISLAND UNE PER CAL TRANS STD. PLAN A208, DETAIL 29. @ PAlNT SOLID WHITE 6" BIKE LANE LINE PER CAL TRANS STD. PLAN A20D, DETAIL 39. ' ,, I I I I !I NEW CONSTRUCTION STL FM FORCE MAIN TC ---·-CENTERLINE FW FORWARD TCE G GAS TELE, T STEEL TOP Of CURB TEMPORARY CONSTRUCTION EASEMENT TELEl'HONE I I ;i I DWG. NO. STD-182-L AND NOTIE 6 ON SHEET 2. @ COWSTRUCT 6 • PCC CURB ANO GUTTER (TYPE Al. PER CITY OF NEWPORT BEACH owe. NO. ST0-182-L @ PAINT 4" SOLID DOUBLE 'YELLOW LINE PER CALTRANS STD. PLAN A20A, DETAIL 22. @ PAINT 8" BROK!N WHITE LANE DROP STRIPE 1'£:R CAL TI'<ANS STD. PLAN A20C, DETAIL 378. .J • Ii ! 1(1 ~ j I 11 ., - • •·-CITY BOUNDARY GV GAS VALVE SILT FENCE OB GRADE BREAK GE GROOVED END CONCRETE BARRIER ICV IRRIGATION CONTROL VAL VE INST NO INSTRUMENT NUMBER TF TOP Of fOOTING TS TRAFFIC SIGNAL TSP TRlifflC SIGNAL POLE TW TOP Of WALL LOCATION MAP SCALE: 1" "' 120' @ INSTALL 3" IRRIGATION SLEEVE PER OETAIL 6 ON SHEET 8. LINEWORK SHOWN ON PLA~ IS SKEMA TIC, ACTUAL LOCA llON PER IRR!GA TION PLANS. @ PAIN1 12" SOLID WHITE CHEVRON AT 10' CENTER TO CENTIER SPACING. @ SEE SHEET 20, PARKING LOT PLAN, FOR DETAILS. UGU ........(}--------1)-•~.)------tENCE INV lNVfRT w UNDERGROUND UTILITY WEST/WATER RECORD DRAWINGS @ CONSTRUCT 4" PCC CURB ANO GUTTER (TYPE Al PER CITY OF NEWPORT BE.t.CH DWG. NO. STD-1B2-L ® CONSIBUCT i;• AND VARIES (6" 10 7.9" MAX> PCC CURB AND GUTTER @ PAINT 6" BROKEN WHITE BIKE LANE STRIPE PER CAL TRANS SID. PLAN A:200, OETAIL 39A. IP&T IROl!I PIPE ANO TAG W/ M:Jlllll[]IIIIII BLOCKW~ LT LEAIMFT WM MAX M UM WITH W;JiR METER theoe Record Orowin~ ho,,.. t,,QO prepared bosed oo infortt1otioo Sllbmitt•d. in port, by • others. While this infom,,:,tloo ill)l>olieved to be rolloble, City of N<1wpttt Beach. Is not respom,ible for its accuracy. nor fQr errors or omt:saiort1: whi'Ch moy hove been mcorpor<1ted into theoe pli,ns os a rnult. (TYPE Al PER CITY OF NEWPORT BEACH OWG. NO. ST0-182-L ~ CONSTRUCT 10' PCC l\:uRB (TYPE Bl PER CITY Of NEWPORTIE:ACH v:,;J OWG. NO. STD-182-L ANO NOTE 6 ON SHEET 2. fi ll ? UTILITY LINE LEGEND PAVEMENT LEGEND DETAIL LEGEND EMERGENCY TELEPHONE NUMBERS @ CONSTRUCT VARIABLE PCC CURB ANO GUTiER <TYPE Al PER CITY Of NEWPORT BEACH DWG. NO. STD-182-L <FLOWUNE PER PROflLE. CURB HEIGHT TO MATCH EXISTING SIDEWALK). PAINT WHITE ON-. STREET PARKING MARKINGS PEfl DETAIL A. INSTALL RED CUR8 -KING 1'0 LENGTH SHOWN ON PLAN. t PAINT 4 • !!l!OKEN WHITE LANE LINE EXTENSION STRIPE PER CAL TRANS STD. PLAN A20D, DETAIL 40. @ INSTALL BIKE LANE LEGEND WITH GREEN BACKGROUND. t I 1Nfi ••••• -·· •• , -· -··SS ••• SEWER LINE •••• ···•·· WATER LINE ····•·· ·•·· -· ••• --c ···-GAS LINE ·· · ·· ···· ····· ····· · , -ELECTRICAL LINE ••• ••r --TELEPHONE LINE ••• --m• TRAFFIC SIGNAL • -Tu • CABLEVISfON LINE '"' ••• SPRINKLER SYSTEM V//21 I , ·· . l 1::::: ::: I CALL TOLL FREE 811 BEFORE YOU DIG ARHM/HMA PAVEMENT COLDMILL ANO ARHM/HMA OVfRLAY ~ DETAIL NUMBER ~ SHEET NUMBER EXISTING PCC PAVEMENT BELOW AC PAVEMENT LANDSCAPING BASIS OF BEARINGS: ~ SOUTHERN CALIFORNIA GAS COMPANY (VERIFICATION) 714) 634-5091 SOUTHERN CALIFORNIA GAS COMPANY (TRANSMISSION) 818} 701-4546 SOUTHERN CALIFORNIA EDISON COMl'ANY 7141 895-0292 AT&T {FACILITIES MAPPING) 714 666-5467 AT&T (v£R!FICATION) 714 237-6075 CITY OF NEWPORT BEACH UTlLITIES DIVISION 949 644-.3011 TIME WARNER CABLE (714l 903-S337 ORANGE COUNTY SANITATION (714 593-7732 THE BEARINGS SHOWN HEREON ARE BASED UPON THE BEARING BErv.t:EN OCS HORIZONTAL CONTROL STATION GPS ND. 6.501r AND GPS NO. 6288 BEING NORTH 53'3419' EAST PER RECORDS ON FIL£ IN THE OfflCE Of THE ORANGE COUNTY SUR~YOR. t--------------------------------------1 46 _, STE. 250 BENCHMARK: IR',INE, CA 92618 (949) 644-3717 (949) 474-1400 Tel. (949) 261-8482 FAX 1 2 3 4-8 9 10-13 14 15-17 18 19 SHEET INDEX TITLE SHEET KEY MAP TYPICAL SECTIONS DETAILS DEMOLITION PLAN BUILDING DEMOLITION PLANS HORIZONTAL CONTROL PLAN STREET PLAN AND PROFILE CURB RElURN PROFlLES INTERSECTION GRID PLAN 20 21 22 23 24 25-26 27-30 E-1 -E-3 L-1 -L-12 PARKING LOT PLAN WALL STRUClURAL DETAILS STORM DRAIN IMPROVEMENT PLAN STORM DRAIN DETAILS (1) STORM DRAIN DETAILS (2) SIGNING AND STRIPING PLANS TRAFFIC SIGNAL MOOIFICA TION PLANS SITE LIGHTING PLANS LANDSCAPING &: IRRIGATION PLANS APPROVAL RECOMMENDED: MIKE PISANI @ CONSTRUCT ASPHALT COl!ICR£1£ PAVEMENT REPAIR PER SPPWC STD. NO. 133-3, CASE 1. FlNAL PAVEMENT SECTION SHALL BE CONFIRMED BY ENGINEER IN FIEI.O, CONTRACTOR SHALL ASSUME 6 • THtCKNESS FOR BIDDING P\IRPOSIES. ,.;;.. CONSTRUCT 8" PCC BIKE LANE WllH 6" AND VARIES (6" TO 7.9" l::!Y MAX! MONOLITHIC CURB PER DETAIL 1 ON SHEET 8. @ CONSTRUCT PLANTER WITH 6" RETAINING CURB. ® CONSTRUCT CONCRETE PAVEMENT REPAIR PER SPPWC STD. NO. 132-3. FINAL PA~MENT SECTION SHALL BE CONFIRMED BY ENGINEER IN FIELD, CONTRACTOR SHALL ASSUME 6" THICKNESS FOR BIDDING PURPOSES. @ CONSTRUCT 6" PCC CURB AND GUTTER <TYPE Ill VITH 2% GUTTER PAN PER CITY Of NEWPORT BEACH DWG. NO. STD-182-L REVIEWED: @ PAINT 8" SOLID WHITE EXIT RAMP LINES PER CALTRANS REVISED STO. PLAN A20C, DETAIL 36. • 0 INSTALL PARKING STAUL PER CITY OF NEWPORT BEACH DWG. NO. ST0-805-L-A. @ INSTALL ACCESSIBLE PARKING STALL PER CALTRANS REVISED STD. PLAN A90A. @ PAINT 5' WHITE STRAIGHT ARROW MARKING PER CALTRANS STD. PLAN A24A. @ PAINT 12" WHITE PARKING STALL NUMBERS (NUMBER PER PLAN). @ PAINT 4" SOLID BLUE LINE TO MATCH EXISTING ACCESSIBLE PATH. HEET 881 tj I .,,, . ,J i • ii I r Ii I 'i !; I '"'I _£,./4_~ It I ~ NEWPORT BOULEVARD WIDENING 4 ; UNDER THE SUPERVISION OF: f--____ SE_N_IOR_C_IVl.,.L_E_N_GI_N_EE_R ____ -+----------------------,--------1 51 ~ OCS 2001 BM : U-1415, ELEVATION: 9.196 FEET (NAVl)88). FOUND 3 3/4" OCS ALUMINUM BENCHMARK OISK STAMPED 'U 1415 DESIGN,..,., DRAWN al MUNICIPAL OPERATIONS DEPARlMENT DIRECTOR 1988", SET IN THE TOP OF A SEAWALL. MONUMENT IS LOCATED IN THE SOUTHWEST CORNER Of THE INTERSECTION OF CENTER i:.u: JWW OML : DML AAK CITY OF NEWPORT BEACH .____R_-_6_0_2_3_-S_-t ti:~ STREET AND THE NEWPORT CHANNEL. 25 FT. WESTERLY Of THE PROLONGATION OF THE CENTERLINE OF CENTER STREET AND 0.3 FT. c=JEJ,:j:Jl,J~~~~~-=-=-.,,--=-c,-,-_!!ll~Z~:,~/j OATE:_~\~'2,-~"Z..-_.....,_(_~_______ ~ 0 o ,._ ___________________ .,__s_o_uT_H_ER_L_Y_O_F_TH_£_SE_AW_A_LL_FA_C_E._M_ON_u_M_NE_T_1_s_s_ET_L_E~_L_~_TH_TH_E_S1_D_E_~_L_K. _____________ _,_l<-_______ R_.c_.E_._6_34_6_6 __ o_AT_E_, _______________ .J_ ______________ J..c_H_Ec_K_E_o: ___ ~M~R~H-'-DA_TE_: ___ ~11~2~3:...;.:15:.J_ _____ P_U_B_L_IC_W_O_R_K_S_D_E_P_A_R_T_M_E_N_T ____ _._s_H_EE_T_1 __ oF_3_0__,~~ 30 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6023-S NEWPORT BOULEVARD WIDENING C-4881 KEY MAP 2 RECORD DRAWINGS I I I I I A ~,, / / __ .,. ,, .. --- / -- ------ SHEET INDEX LEGEND STREET lv'IPROVEMENT PLANS PARKNG LOT PLAN SIGNNG AND STRIPING PLANS TRAFFIC SIGNAL MODIFICATION PLANS SEE St£ET 9 FOR ROADWAY DEMOLITION PLAN SEE St£ETS 10-13 FOR BUILDING DEMOLITION PLANS SEE SHEET 14 FOR HORIZONTAL CONTROL PLAN " \ \ .. - 1 1 D I I II I I i' \I ti I I I D 1111 ~ '~: I \ \ I I \D I ii I 1mil 11 ii I I I I I I II I I I I il!I I I i, I 1: Ii ID I I I I \ ~: I I I I ID I I I 111 I I . SEE SHEET 22 FOR STORM DRAIN IMPROVEMENT PLAN SEE SHEETS E-1 -E-2 FOR SITE LIGHTtlG PLAN SEE SHEETS L-1 -L-3 FOR IRRIGATION PLAN SEE SHEETS L-8 -L-10 FOR PLANTNG AND SITE PLAN -- I I I I - \ ', / " / \ / " \ \ \ \ f------- --' \ \ ---.------r--\~ ~ - l i.liiii..--z~~=- ' GRAPHIC SCALE 60 60 60 180 SCALE: 1" = 60' I ------------------ ----r ----_,....___, o I _1_ I I I I I I I I I ) /I / I / I --------- NOTES TO CONTRACTOR ---- I I I I 1. EXISTING SUBGRADE WILL BE EVALUATED BY THE CITY'S GEOTECHNICAL ENGINEER DURING CONSTRUCTION AND AT THAT TIME RECOMMENDATIONS FOR SUBGRADE STABILIZATION WILL BE MADE IF REQUIRED SUBGRADE COMPACTION CANNOT BE MET. BASED ON THE PROJECT GEOTECHNICAL REPORT, IT IS ANllCIPATED THAT PORllONS OF THE EXISTING SUBGRADE WILL NEED TO BE REMOVED AND REPLACED WITH 12 TO 24 INCHES OF 3/4" GRAVEL. 2. FOR NEW PAVEMENT STRUCTURAL SECllON (NOT GRIND AND OVERLAY) ABOVE THE EXISllNG BURIED PCC PAVEMENT, THE CONTRACTOR SHALL REMOVE THE EXISTING AC PAVEMENT TO THE TOP OF THE PCC ROAD AND REPLACE WITH FULL DEPTH AC PAVEMENT. BASED ON PRELIMINARY POTHOLING, THE DEPTH OF THIS PAVEMENT WILL BE UP TO 12-INCHES THICK. 3. ADJUST CURB HEIGHTS SHOWN ON PROFILE PER DETAIL 7 ON SHEET 8 TO PROVIDE AN ADA COMPLIANT SIDEWALK ADJACENT TO EXISllNG BUILDINGS. 4. SEE DETAIL 8 ON SHEET 8 FOR CURB AND GUTTER CURB HEIGHT AND GUTTER PAN SLOPE TRANSITIONS ALONG NEW CURB RETURNS. 5. PCC PAVEMENT (7 TO 12 INCHES THICK) IS BURIED APPROXIMATELY 3 TO 12 INCHES BELOW THE FINISH SURFACE AND OVERLAID WITH FULL DEPTH ASPHALT PAVEMENT. THE APPROXIMATE LIMITS OF THIS BURIED PCC PAVEMENT ARE SHOWN ON THE PLANS AND TYPICAL SECTIONS. THE BURIED PCC PAVEMENT SHALL BE SAWCUT AND REMOVED IN ORDER TO EXCAVATE AND PLACE PORTIONS OF THE MEDIAN 6. MEDIAN CURBS SHALL BE MODIFIED AS FOLLOWS: -FOR MEDIAN CURBS CONSTRUCTED ABOVE THE BURIED PCC PAVEMENT, THE BOTTOM OF MEDIAN CURB SHALL EXTEND TO THE TOP OF THE BURIED PCC PAVEMENT (MEDIAN CURB SHALL BE CONSTRUCTED DIRECTLY ON BURIED PCC PAVEMENTI. -FOR MEDIAN CURBS CONSTRUCTED ADJACENT TO SLOT PAVING, THE BOTTOM OF MEDIAN CURB SHALL BE EXTENDED BY 2-INCHES TO BOTTOM OF SLOT PAVING PLACED ON COMPACTED SUBGRADE. -FOR MEDIAN CURBS CONSTRUCTED ADJACENT TO AC OVER CMB PAVEMENT SECTION, MEDIAN CURB SHALL BE PLACED ON CMB WITH THICKNESS MATCHING THE ADJACENT PAVEMENT SECTION. 7. ALL UTILITY TRENCHES SHALL BE BACKFILLED WITH 2-SACK CONCRETE SLURRY. THIS REQUIREMENT SUPERCEDES ANY TRENCH BACKFILL DETAIL SHOWN IN THESE PLANS OR ON ANY REFERENCED STANDARD DETAIL. NAllVE MATERIAL MAY BE USED TO BACKFILL TRENCHES ONLY IF COMPACTION REQUIREMENTS CAN BE MET. 8. NEW CLASS A TOP SOIL SHALL BE PLACED ONLY IN NEW LANDSCAPING AREAS CONSTRUCTED IN EXISllNG AC PAVEMENT AREAS OR THE EXISTING BUILDING FOOTPRINT. C, • .., ; I a ! [L I 8 "' o a "' ::; ;;- 's; u _, "' --o O z "'< >~ o 3,-z . ~c ~ _Q ~3,-,. !;l ~;3- "' " " ~< These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. LANDSCAPING TOP SOIL AND DOES NOT NEED TO BE REPLACED. THE BURIED PCC PAVEMENT SHALL BE SAWCUT AND REMOVED TO INSTALL PORllONS OF THE VARIOUS UllLITY TRENCHES (STORM DRAIN, WATER, IRRIGATION, AND ELECTRICAU AND THEN SHALL BE REPLACED IN KIND ALONG WITH #5 DOWELS @ 24 INCHES DC (MINIMUM 12 INCH EMBEDMENTl. IF THE NEW UTILITY CONFLICTS WITH THE BURIED CONCRETE, THE TRENCH SHALL BE BACKFILLED WITH 2-SACK SLURRY INSTEAD OF REPLACING CONCRETE PER THE DIRECTION OF THE ENGINEER. <u Z / C: C, C .. ~ 0 0 ~ .. 1§ "' o z "' :5 :g [L ,':} f-~ ~:;:; ::,; u !>! .3--------------------------------------------------------------------------------------------------~ o "' ''flh.. REVIEWED: o: :g _YJ.-r-~Stantec ~? COIIIUEl1N ~ 0 ::,; 46 DISCOVERY, STE. 250 (949) 474-1400 TEL ~ ~ IRIIINE, CA 92618 (949) 261-8482 FAX ANDYANRCE6367() ~ ~ UNDER THE SUPERVISION OF: SENIOR CIVIL ENGINEER §! ?. '--+--------l---------------------+------/-:=::::-:::::------,.:;:-:-:::::------t------------------------,--------7~"' ,-DESIGNED: DRAWN: ID 0 1 09/30/16 RECORD DRAWING / / >-"' JWW DML DML AAK o: ,:;_ r-------------, o o CHECKED: DA TE: SHEET OF !!a ~ JE R.C.E. 63466 DATE NO. DATE DESCRIPTION OF REVISIONS APPROVED MRH 11 23 15 w "' ~------------------------------------------------------------~~----------------~--------~-~----~-------------------~--~----~--~~~~---------------------~------~z o NEWPORT BLVD TYPICAL SECTION 30TH STREET TO STA 10+77.74 NEWPORT BLVD TYPICAL SECTION 31ST STREET TO 32ND STREET NEWPORT BLVD TYPICAL SECTION STA 17+33.89 TO FINLEY AVENUE NEWPORT BLVD TYPICAL SECTION STA 22+31.51 TO VIA LIDO NEWPORT BLVD TYPICAL SECTION 32ND STREET TO STA 17+33.89 NEWPORT BLVD TYPICAL SECTION FINLEY AVENUE TO STA 22+31.51 32ND STREET TYPICAL SECTION MARCUS AVENUE TO NEWPORT BLVD 32ND STREET TYPICAL SECTION STA 47+08.72 TO STA 47+88.60 32ND STREET TYPICAL SECTION STA 47+88.60 TO STA 48+68.60 NEWPORT BLVD TYPICAL SECTION STA 10+77.74 TO 31ST STREET 30 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6023-S NEWPORT BOULEVARD WIDENING C-4881 TYPICAL SECTIONS 3 RECORD DRAWINGS (El R /W I VARIES (El R /W I VARIES 5.5'-8' (VARIES) VARIES VARIES 38'-52' 26' 1.0%-1-3% (VARIES! VARIES VARIES 32'-38' VARIES 25'-40' 13 1 7 12' 1 ' 7 2' 4' 3.5' 51 13 CITY OF NEWPORT BEACH NOT TO SCALE 2' 4' 3.5' 21 --- (50') 42' 36' 8' 4' I -----I '--=BURIED ~cc 3 TO 6 INCHES BELOW EXISTING GROUND (SEE NOTE 2 ON SHEET 21 42' • TRANSITION FROM 10" CURB TO 8" CURB BETWEEN STATION 10+25.46 TO 10+92.81 (50') 36' 8 4' (E) R /W /////// ~ 8' BUILDING p ~ ~ " 6' (VARIES) (55'-511 VARIES 47'-43' VARIES 49'-40' 2.4% -4 CITY OF NEWPORT BEACH NOT TO SCALE VARIES 3'-9' 23' 4 (VARIES) (62'-52'1 VARIES 46'-44' VARIES 40'-39' 11 ' FS TO MATCH (El VARIES 6'-18' (E) R /W VARIES 18'-8' 6' (El ~ /W 8' I i ~ @ 17 / ,...... 5 I ,,. ___, ~ DAYLIGHT LINE CONSTRUCTION NOTES CD CONSTRUCT 2" ARHM OVER 4" HMA OVER 4.5" CMB OVER COMPACTED SUBGRADE. SEE NOTE 1 ON SHEET 2 REGARDING SUBGRADE STABILIZATION AND NOTE 2 ON SHEET 2 FOR PAVEMENT SECTIONS OVER BURIED PCC PAVEMENT. ® COLD MILL EXISTING AC PAVEMENT !VARIABLE DEPTIH, 1" MINJ. AFTER GRINDING, SEAL CRACKS 1 /8-INCH WIDE AND GREATER WlTH A CRACK SEALANT, CLIEAN LOOSE DEBRIS FROM SURFACE, AND APPLY A TACK COAT CONSISTING OF A 0.1 GALLON PER SQUARE YARD APPLICATION OF SS-1. 0 CONSTRUCT 8" AND VARIES (10.5" MAXJ PCC CURB AND GUTTER (TYPE Al PER CITY OF NEWlPORT BEACH DWG. NO. STD-182-L 0) CONSTRUCT 8" PCC CURB (TYPE Bl PER CITY OF NEWlPORT BEACH DWG. NO. STD-182-L AND NOTE 6 ON SHEET 2. ® CONSTRUCT 4" PCC SIDEWALK PER CITY OF NEWlPORT BEACH DWG. NO. STD-180-L AND DETAIL 7 ON SHEET 8. 0 CONSTRUCT 2" ARHM OVER 6" HMA SLOT PAVEMENT. WlDTH SHALL BE 1' UNLESS OTHERWISE SHOWN. SEE NOTE 2 ON SHEET 2 FOR PAVEMENT SECTIONS OVER BURIED PCC PAVEMENT. @ CONSTRUCT 8" PCC BIKE LANE WITH 8" AND VARIES 110.5" MAXJ MONOLITHIC CURB PER DETAIL 1 ON SHEET 8. @ SAWCUT AND REMOVE EXISTING AC PAVEMENT, BASE, PCC, AND/OR SUBGRADE TO 2'-6" BELOW PROPOSED TOP OF CURB AND REPLACE WITH CLASS A TOPSOIL. @ CONSTRUCT 9" PCC BUS TURNOUT (TYPE Al OVER 6" CMB WlTH 8-INCH MONOLITHIC CURB PER DETAIL 4 ON SHEET 8. @ CONSTRUCT 9" PCC BUS TURNOUT (TYPE Bl OVER 6" CMB AND 6-INCH MONLITHIC CURB PER DETAIL 5 ON SHEET 8. @ COLD MILL EXISTING PCC PAVEMENT (VARIABLE DEPTH, 1" MINJ. AFTER GRINDING, SEAL ALL PCC JOINTS AND CRACKS 1 /8-INCH WlDE AND GREATER WITH A PCC JOINT SEALANT, CLEAN LOOSE DEBRIS FROM SURFACE, AND APPLY A TACK COAT CONSISTING OF A 0.1 GALLON PER SQUARE YARD APPLICATION OF SS-1. @ CONSTRUCT 2" ARHM OVERLAY OVER HMA (VARIABLE DEPTH, 1" MINJ LEVELING COURSE. @ CONSTRUCT 6" PCC CURB (TYPE Bl PER CITY OF NEWlPORT BEACH DWG. NO. STD-182-L AND NOTE 6 ON SHEET 2. @ CONSTRUCT 6" PCC CURB AND GUTTER (TYPE Al PER CITY OF NEWPORT BEACH DWG. NO. STD-182-L @ CONSTRUCT 4" PCC CURB AND GUTTER (TYPE Al PER CITY OF NEWPORT BEACH DWG. NO. STD-182-L @ CONSTRUCT 6" AND VARIES (6" TO 7.9" MAX) PCC CURB AND GUTTER (TYPE Al PER CITY OF NEWlPORT BEACH DWG. NO. STD-182-L. h{\ CONSTRUCT 10" PCC CURB (TYPE Bl PER CITY OF NEWlPORT BEACH \:!;) DWG. NO. STD-182-L AND NOTE 6 ON SHEET 2. • 4 31 4 26 •• 17 ~ p BUILDING -5J-s. ® CONSTRUCT VARIABLE PCC CURB AND GUITTR (TYPE Al PER CITY OF NEWPORT BEACH DWG. NO. STD-182-L (FLOWLINE PER PROFILE, CURB HEIGHT TO MATCH EXISTING SIDEWALK!. 17 1.0%-3.0% P="-1 ~-------- 5 10 9 7 • TRANSITION FROM 10" CURB TO 8" CURB BETWEEN STATION 10+25.46 TO 10+92.81 •• TRANSITION FROM 10" CURB TO 6" CURB BETWEEN STATION 11+90.00 TO 12+48.74 (El R /W 17 5 GB ELEVATIONS PER STATION Station 12+48 74 12+75.00 13+00.00 13+25.00 13+50.00 13+7500 14+00.00 14+25 00 14+50.00 BUILDING p GB1 7 31 FS 7.30 FS 7.35 FS 7.44 FS 7.45 FS 7 53 FS 7.51 FS 7.49 FS 7.47 FS 8' 17 5 GB 2 N/A N/A N/A N/A 7.04 FS 712 FS 7.17 FS 7 22 FS 7.27 FS 6' ·:, -::-;;_-,,.;.=,. -J4l ., ., ...... .,_: ll' L..:....J I ·-;1~5¢:'' r ···: ,_.:f,.•, <t --~-·-; 10 7 6' 7 9 7 2 21 7 9 ---- 1 7 CITY OF NEWPORT BEACH NOT TO SCALE (40 'I ~ ~ :·~~. -::<,•._/ -----------7 9 I ------I 'C BURIED ~cc 3 TO 6 INCHES BELOW EXISTING GROUND (SEE NOTE 2 ON SHEET 2l (50'1 (El R /W 32' 42' 25' 21 (55'1 . 3' r-- 4' 45' 3.5'-'VARIES 4' 21' 11 ' 13' GB2•• 7 --7 21 ---_/-------7-:-· I --'="""""~ I BURIED PCC 3 TO 12 INCHES ----.J BELOW EXISTING GROUND (SEE NOTE 2 ON SHEET 21 • 0 1' WlDE BETWEEN STATION 11+61.56 TO 12+31.35 47' CITY OF NEWPORT BEACH NOT TO SCALE 49' 7 9 9 7 1--------·'--'i'iMJLL ____ 2 2 I 21 ** SEE TABLE HEREON FOR GRADEBREAK ELEVATIONS (541 46' 40' -- --------7 :~RIED PCC 6 T~: ~CHESJ -I- ------ BELOW EXISTING GROUND !SEE NOTE 2 ON SHEET 21 13 51 ---------.1 6' 10 7 (E) R /W 8' 17 5 7 59' VARIES 6'-14' 17 7 --- PLAN FOR PARKING LOT SITE PER PARKING LOT PLAN, SHEET 20 -- 8' 51' 34' 6' ---4 13 51 CITY OF NEWPORT BEACH NOT TO SCALE VARIES 4 !VARIES! (52'-991 (VARIES! (41 '-521 VARIES (39'-69'1 -- 9 13 51 CITY OF NEWPORT BEACH NOT TO SCALE VARIES (40'-481 24' (VARIES) (32'-40'1 24' 10 7 * CD VARIABLE WIDTH BETWEEN STATION 20+60.15 TO 21+31.56 ** CD VARIABLE WIDTH BETWEEN STATION 19+63.94 TO 21+05.29 (El R /W (81 (El R /W 1 - (18 'I 111--T--- II_J -- •@PER PLAN (El R /W (El R /W (8 'I (VARIES) (44.5') (3') (44 5') (3 ') -(18') !VARIESJ (24'-20') 2 21 @ LANDSCAPING AND IRRIGATION PER LANDSCAPING AND IRRIGATION PLANS. @ CONSTRUCT DECORATIVE PAVEMENT PER LANDSCAPING AND IRRIGATION PLANS. DISPOSITION NOTES [fl PROTECT IN PLACE !ITEM PER PLAN!. rn [TI REMOVE AND DISPOSE OF CURB AND GUTTER. COLD MILL PAVEMENT OR REMOVE AND DISPOSE OF MATERIALS (AC PAVEMENT, BASE, AND SUBGRADEl FOR NEW PAVEMENT SECTIONS PER LIMITS SHOWlN ON HORIZONTAL CONTROL AND ROADWAY PLANS. [TI] REMOVE AND DISPOSE OF SIDEWALK. ~ [fill REMOVE AND DISPOSE OF MEDIAN CURB AND HARDSCAPE. REMOVE AND DISPOSE OF BURIED PCC PAVEMENT UNDER NEW LANDSCAPING IMPROVEMENTS PER NOTE 5 ON SHEET 2. ~ REMOVE AND DISPOSE OF EXISTING PCC PAVEMENT TO ACCOMMODATE PROPOSED CURB AND GUTTER. 145.5') VARIES (El R/W // 1 7 VARIES VARIES , II 'f'.:-.; '7'--I 1-ill L_I • @ BETWEEN STATION 47+ 77.61 TO 47.88.60 p CITY OF NEWPORT BEACH NOT TO SCALE (45 5') (El R /W !VARIES! (38.51 (VARIES) I (20 '-15.5 ') (7'-8.51 I ~ • ~ >-' ~ I a ! Cl. I 8 "' a a ,,, (El R /W 2.4% ::; ;;- 's; u _, "' --a 8' ENGINEERED FILL DAYLIGHT LINE 4 17 10 7 7 ---::..--- 2 21 .J% MIN O z "'< >~ a 3,-z . ~c ~ .Q ~3,-,. !;l ~;3- "' " " ~< <u Z / C: ~ C .. ~ 0 0 ~ .. 1§ I L I ENGINEERED FILL 1 - CITY OF NEWPORT BEACH NOT TO SCALE These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its occuracy, nor for errors or omissions which may have been incorporated into these plans as a result. CITY OF NEWPORT BEACH NOT TO SCALE "' a z "' :5 :g Cl. ,':} f-~ ~:;:; ::,; u !>! .3------------------~-------~-~~----,-------------------~---.----------,-----------------------------j o '° ,-~ ~ ~-~Stantec REVIEWED: COIIIUEl1N 46 DISCOVERY, STE. 250 (949) 474-1400 TEL IR\i1NE, CA 92618 (949) 261-8482 FAX Cl. N ;i; / I-> "' 0 " ia Cl. ,,, "' ANDYANRCE63670 ~ ~ SENIOR CIVIL ENGINEER " - Cl TY OF NEWPORT BEACH / h 1-/1\c--1 -1--0-9-/3_0_/1-6 -I-R-E-CO_R_D_D_RA_Wl_N_G------------+-----l-;;-DE;:;:S:;;;IG:;:;;~~:;;~::-:/-DM-L-r-;:;DR;--;:A;;;WN:;:-DM_L_/A_A_Kt-------------------,-------1 ~ i NOT TO SCALE II 23tl5 f-----------1 0 0 UNDER THE SUPERVISION OF: L_ _________________________________________________________ _j_~ ________ R_._c._E._6_3_46_6 ___ DA_T_E_j_ ________ __L_N_o._J._ __ D_AT_E_-1...D_E_sc_R_IP_T_1o_N_O_F_R_E_v1_s1_0N_s __________ __._A_P_PR_O_VE_D...J_c_HE_c_K_ED_=~M~R~HCJ.._DA_TE_:~11:..J....=.2=-:.31~5'----------------------'--SH_E_ET ___ o_F __ ~~~ 30 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6023-S NEWPORT BOULEVARD WIDENING C-4881 DETAILS 4 RAMP DETAIL RAMP DETAIL RAMP DETAIL RAMP DETAIL RAMP DETAIL RAMP DETAIL RAMP DETAIL RAMP DETAIL RAMP DETAIL RAMP DETAIL RAMP DETAIL RAMP DETAIL RECORD DRAWINGS \ j. ...J u.. 0:: f-u u w "' ""' ...-a,. <D r--: u:5 \ \ '-,. , RETAINING • "l-CURB u _J LJ... a:: I-u...uu .--.----= rn <D -<D co cri 8' -_\_ u ...J f-u.. u.. ,-.. ,-.. u ,,., co - r--: <ci lO \ - ---M-----M---"' \ Ulj - - - - --- - -,-- - - -I I 11 TRANSITION FROM \ , 6"CFT05"CF \ I \ ~ ----------\ I u _J LL u .....J u .....J u _J --,-- -I I-U....U1--LL...LJ...I--LL...LL 1-LLLL ~ ~ car---= coooUOlOlu NNU u...J I N LO LO LO LO A LO LO A "' "-- • • • A A ..-= t--~u.. I r--,. c.o CD cci cci O c.ci c.ci O r--'. tri i:o U e----a5'"cr --E __,,,.,. --.i ~ ·--=,~ -•---f «i ':;:;-t ' .... I> z ' \ U _J LL x-:-LL U <>J N • <n ,,., "' ,-..: . \ I SW CORNER NEWPORT BLVD (SBl AND 30TH STREET SEE SHEET 15 -CURB RETURN 1 O" CF u ...Ju.. f-u.. u LO 00 = "' co co co r--: • SCALE: 1" = 10' 7.92 FS 7.90 FS 8.33 FS NW (Wl CORNER NEWPORT BLVD AND 30TH STREET SEE SHEET 15 -CURB RETURN 2 8.30 FS O' CF SCALE: 1" = 10' 7.75 FS RETAININ CUR 7.7 ~ FS_ B.0 ll-<1 NW (N) CORNER NEWPORT BLVD AND 30TH STREET SEE SHEET 15 -CURB RETURN 2 SCALE: 1" = 10' I I ,--------,, - I... I FS ff] SE CORNER NEWPORT BLVD (SB) AND 30TH STREET SEE SHEET 15 --CURB RETURN 3 SCALE: 1" = 10' U.....JLL / 1-LL...U / I I _, -I'll---f-0 O') NOO -SS---. . ~ • c.oC.O / I I I Q j 1/ \ / / --------®6 NE CORNER NEWPORT BLVD AND 30TH STREET SEE SHEET 15 -CURB RETURN 6 SCALE: 1" = 10' 6.1 --is---5: 6.66 6.16 0 6" CF \ \ I (6,74) FS 6J ' ' ' ' ' ' z::- ◄N ► ~ (/} LO (/} (0 (/} 0 (/} (/} l.J.... O') LLO LL O LI... O LL. I.J.... U u:> r--: r--: ,-..: ---= a ~ I----' D ON= RETAINING CURB N . t:: t:: I I I ~ ---------------19A SE <S) CORNER NEWPORT BLVD AND 32ND STREET SEE SHEET 15 -CURB RETURN 9 SCALE: 1" = 10' R [Q] -(/) ~ "--(/) g:i "-- ◄N ► A 4 I =,,,,=,=.,,,-=~=====::~/ / I I I I I I I \ to t:: I I I I I I ~ I I I I <!' I I I I I SW CORNER NEWPORT BLVD (NBJ AND 30TH STREET SEE SHEET 15 -CURB RETURN 4 <D ~ I I I SCALE: 1" = 10' \ I '-----------10" SE CORNER NEWPORT BLVD AND 31ST STREET V SEE SHEET 15 -CURB RETURN 7 u ...J f-u.. u.. <D <Du ~ I:::!= <D <D <D SCALE: 1" = 10' \ I I I I SE (El CORNER NEWPORT BLVD AND 32ND STREET SEE SHEET 17 -CURB RETURN 9 ~ \\ u .....J LL. G_.... \ I-U.... U // \ / ,,.----"=l"' = -&Xl -co .,,,,. ..,,..... ._ \ ~ r.ci SCALE: 1" = 10' "--u ...J _so---- "' • ~ >-' ~ I a ! Cl. I 8 "' a a "' ::; ;;- 's; u _, "' --a O z "'< >~ a 3,- ~ \ \ z . ~c ~ _Q I RETAINING CURB SE CORNER NEWPORT BLVD (NBJ AND 30TH STREET SEE SHEET 15 -CURB RETURN 5 SCALE: 1" = 10' :c ----------1@8 NE CORNER NEWPORT BLVD AND 31ST STREET SEE SHEET 15 -CURB RETURN 8 SCALE: 1" = 10' \ ______ S_W_C_O_R-NE_R_N_E_WP-OR_T_B_L_VD_A-ND-3-2N_D_S_T_R-EE_T ___ _____,@ SEE SHEET 15 -CURB RETURN 10 SCALE: 1" = 10' ~3,-,. !;l ~;3- "' " " ~< <u Z / C: "' C .. ~ 0 0 ~ .. 1§ "' a z "' :5 :g Cl. ,':} f-~ ~:;:; ::,; u !>! .3----------------------------------------------------------------------------------------------------------------lo '° ''flh.. REVIEWED: o: :g _YJ.-r-~Stantec ~? 46 DISCOVERY, STE. 250 (949) 474-1400 TEL ~ "- These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. COIIIUEl1N ~ 0 ::,; IR\i1NE, CA 92618 (949) 261-8482 FAX ANDYANRCE6367() ~ ~ UNDER THE SUPERVISION OF: , _&_+-_09_1_30_,_16_+-RE_c_oR_D_DR_A_~_N_G _____________ -+------t-:--=:::-S:::-E:=N::--IO_R _C_IVITL::-:E:-:Nc-:Gl::-:N_EE_R_-t-____________________ -,---------1 ~ ;; ,-DESIGNED: DRAWN: "' 0 ill 01 /25/16 BULLETIN 1 JWW/DML DML/AAK I',~ e-------------, a a DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DA TE: SHEET OF !!; ~ JE R.C.E. 63466 DATE NO. MRH 11 23 15 w "' ~-------------------------------------------------------------------~-~-----------------~---------~--~----~---------------------~---~-----~--~~-~-----------------------~--------~z a 30 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6023-S NEWPORT BOULEVARD WIDENING C-4881 DETAILS 5 RAMP DETAIL RAMP DETAIL RAMP DETAIL RAMP DETAIL RAMP DETAIL RAMP DETAIL RAMP DETAILRAMP DETAIL RAMP DETAIL RECORD DRAWINGS .,, -6.95 FS • • O!' CF • • 6.68 F,5 • • • • • -----N-W-CO_R_N_ER-NE_WP_O_R_T_B-LV_D_A_N_D_3_2-ND-STR-EE_T ___ ____,@ SEE SHEET 15 -CURB RETURN 11 SCALE: 1" = 10' I u.. u -~ ~ Ci: LL..~ Ci: en en Uo a ~~::I': CD CD 0 7.36 FS SE CORNER NEWPORT BLVD AND FINLEY AVENUE SEE SHEET 16 -CURB RETURN 14 I I SCALE: 1" = 10' FH~ , • V (/') u.. u.. _u ~ :: r--a 6" CF ----------------t17 NW CORNER NEWPORT BLVD AND FINLEY AVENUE SEE SHEET 16 -CURB RETURN 17 SCALE: 1" = 10' ',1/ +-I ., I I I I I I / I \ I / / / " / / / / 6" CF / NE CORNER 32ND STREET AND MARCUS AVENUE SEE SHEET 17 -CURB RETURN 12 / / SCALE: 1" = 10' ---' • ______ N_E_C_O-RN_E_R_N_E_WP_O_R_T_B_L_VD-AN-D-32_N_D_S_TR_E_E_T-------1@ SEE SHEET 15 -CURB RETURN 13 SCALE: 1" = 10' These Record Drawings hove been prepared based on information submitted, in port, by others. ~ile this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may hove been incorporated into these plans as o result. • I I t"' I I I I I ___ j_ _____ j 6.69 FS 6" CF 7.38 FS O" CF u.. u I I I I I I I I I I >--1 u.. ... u • I: co I I I I I I I I ----T---f-- f I I V ◄N ► .,. ~~~~~'::t3.'.,J;J!e!..:~-"'1'<-.,. u ...Ju.. .... u.. u .,. .,. '<-.,. .,. NE CORNER NEWPORT BLVD AND FINLEY AVENUE SEE SHEET 16 -CURB RETURN 15 SW CORNER NEWPORT BLVD AND SHORT STREET SEE SHEET 16 -CURB RETURN 18 SCALE: 1" = 10' TSP RETAINING CURB & PLANTER ,. • I --lS- ,<! "' Wc::::io"""-1 "' !!:! 18.19/ FS 18.32 SCALE: 1" = 10' ~ C: a .,., C0 N r--r-- "' • ~ >-' ~ I a ! [L I 8 "' a a "' ::; ;;- 's; u _, "' --a O z "'< >~ a 3,, z . ~c ~ _Q ~3,-,. !;l ~;3- "' " " ~< <u Z / C: "' C .. ~ 0 0 ~ .. 1§ "' a z "' SW CORNER NEWPORT BLVD AND FINLEY AVENUE SEE SHEET 16 -CURB RETURN 16 ------S-E-CO_R_N_ER_N-EWP-O-RT-BL_V_D_A_N_D_V_IA_L_ID-0-----@) SEE SHEET 16 -CURB RETURN 19 :5 :g [L ,':} f-~ ~:;:; SCALE: 1" = 10' ::,; u !>! .3-----------------------------------------------------------------------------------------------------------------lo '° ''flh.. REVIEWED: o: :g _YJ.-r-~Stantec ~? COIIIUEl1N ~ 0 ::,; 46 DISCOVERY, STE. 250 (949) 474-1400 TEL ~ c_ IRIIINE, CA 92618 (949) 261-8482 FAX ANDYANRCE6367() ~ ~ UNDER THE SUPERVISION OF: , _&_+-_09_1_30_,_16_+-RE_c_oR_D_DR_A_~_N_G _____________ -+------t-:--=::-S::-E:=N::-IO_R_C_IVITL::-:E:-:Nc-:Gl::-:N_EE_R_---t-____________________ ---,-----------1 ~;; ,-DESIGNED: DRAWN: "' 0 ill 01 /25/16 BULLETIN 1 JWW/DML DML/AAK I:,~ e-------------, a a DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DA TE: SHEET OF !!; ~ SCALE: 1" = 10' JE R.C.E. 63466 DATE NO. MRH 11 23 15 w "' ~-------------------------------------------------------------------~-~-----------------~---------~--~----~---------------------~---~-----~--~~-~-----------------------~--------~z a 30 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6023-S NEWPORT BOULEVARD WIDENING C-4881 DETAILS 6 LOCAL DEPRESSION DETAIL NOT USED LOCAL DEPRESSION DETAIL LOCAL DEPRESSION DETAIL LOCAL DEPRESSION DETAIL LOCAL DEPRESSION DETAIL LOCAL DEPRESSION DETAIL LOCAL DEPRESSION DETAIL LOCAL DEPRESSION DETAIL MODIFIED CURB & GUTTER DETAIL RECORD DRAWINGS ,.;, N + ~ 0 u ~ u _J f------E----"d'" -E-----E- "' <D -------- -T-----T---- ---T--- 2' --7' 2' I I\ \ \ \ Ji:> ---T-----1 -~-----G-- / / / /" ~ (0 .,., r-'. "-' LI-u (0. <Xl (0 (0 ... G----z-i::--G-, .. ---Sl.-d,J--...t:-SL -....._ 0 LI-f-LI-u <Xl -· .,., ": <Xl r-'. (0 I I I I vi I I vi I fd ;;;; 1111 ii/T ls / / / / / ' / (.) -~ L.... / LI-u ~ ............ :R / ~ (0 l"1 • ui 0 3.9' ...... ...... ...... .. __ ,._ :....-- ...... ...... ...... ...... -... "' <Xl (/) "' LI- JUST TELECOM ICA ANDHOLE TO GRADE ---------------1(D1 CB #1 ---------------1~ CB#4 V --------0"' CB#7 \..!_) ---------S-EE_S_H-EE_T_1_5 ----------1@) SCALE: 1" = 5' ---G-----G S-----TS--- !AND)------5 7 --~ ~b ~ ~= r-'. 2' --ss-----ss--- SEE SHEET 15 SCALE: 1" = 5' 7' --G-----G ----TS-- 0 .,., <Xl ""' .,_; m ,.._ u + ~~ u -ss-----ss 2' I I I I 1 -G-----G-- Ji:> -----ss- SEE SHEET 15 SCALE: 1" = 5' ____ j'y __ _ V ~: ::3u I + _J (0 ...... -u i'c' _, I u .--u.,.LLI 1- co..--U 00 "<~-1"' _ht-q:,· CCI -r:,..: ____ ,. r-------- ------ 2' 3.5' _J LL U _J LL I-LL LL u ~,-(0 --"NG'J-('<,I-...... ~o ll1~si co ..--r---co -- -- 2' ..- - -"' -... ... CB #5 SEE SHEET 15 SCALE: 1" = 5' .... ~ ~ _J u _J LI-<Xl u C:ts ~ _J LI-LI-f-0 a, f-LI-LI-LI-u u <Xl u <Xl .,., u "' .... ir.i = + ~ "° ~= 0 .,., "'! • .,., .,., "'! • r-'. r-'. ·O <Xl r-'. •O r-'. (0 <Xl <D--(.) <D-(0 <Xl \~ / ,,....._ ( v- v-----1 _____ ,. ------ ' I I I I I I & lil I I I I I I .. .... . ' I I I & lil I I I I I I I I I I & & I I I I -I I J - r":,. ' n ,--t -, ~ 2' 7' 2' '---./ ------·-TS-----TS-----TS-----rs ~--~ I ,.. I ... ... ls ® "Z~ \ -, SEE SHEET 16 SCALE: 1" = 5' <Xl 0 ~ N a, N (.) "' + _J "' ...... -u ~ _J ~ c: b ~ c: b ~ _J LI-LI-LI-LI- "' N U "' ~= <Xl "' . "' N U 0 ..... 0 0 "! 0 0 ~= r-'. co OCl r-'. •O r-'. r-'. "' -"' -"' <Xl -\ I~ I/ I ,.. ,,. ... ,.. ,.,_ ,,. "' ,.,. J ' ... 2' " ' 2' ,.. ' .. ... ,.., " " ... r\ ' so------,u ......___,, -SO ' .T---------®s CB #8 .... .... \ --- .... ,,, .... ~ .... ,.._ o• .... ...... "' <Xl -... ,,, <D ui .... -... -... -...... ..... ....... ';_.-------t - -... ........ -... -... .... SEE SHEET 16 SCALE: 1" = 5' 2' 3.5' ~ ~b <Xl "' . -.,., 0 -"'0 "' ui -<D ui - ~ _J LI- LI-u N• <Xl <D "' ........ .... ...... -... ,,, .... , .... .... . --- .... ~ • ~ >--' " :g I a ! CL I 8 "' a a "' ::; ;;- 's; u _, "' --a O z "'< >~ a 3,-z . ~c ~ _Q ~3,-,. !;l ~;3- "' " " ~< <u Z / C: ~ C ..~ "a ~ .. ------------10 CB #3 \::!.J ------------1®6 CB #6 --------®9 CB #9 1§ "' a z "' :5 :g CL _:} f-~ ~:;:; SEE SHEET 15 SCALE: 1" = 5' These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. SEE SHEET 16 SCALE: 1" = 5' SEE SHEET 17 SCALE: 1" = 5' ::,; u !>! .3-~------------------------------------------~-------------------------------------------------------------------------------~ □"' 'hh._ REVIEWED: o: :g _YJ.-r-~Stantec ~? COIIIUEl1N ~ "::,; 46 DISCOVERY, STE. 250 (949) 474-1400 TEL ~ CL IRIIINE, CA 92618 (949) 261-8482 FAX ANDYANRCE6367() ~ : UNDER THE SUPERVISION OF: , --+-------l--------------------+-----/-:c=::::cSEc:N:::IO_R_C_l7Vlr.L:::Ec:-NG:::l:::NE_E_R_-t-_____________________ -,--------t ~;; ,-DESIGNED: DRAWN: ID 0 1 09/30/16 RECORD DRA~NG / / >-'° JWW DML DML AAK o: ,:;_ >---------------, a a CHECKED: DA TE: SHEET OF !!a ~ JE R.C.E. 63466 DATE NO. DATE DESCRIPTION OF REVISIONS APPROVED MRH 11 23 15 w "' ~----------------------------------------------------------------------------~-~--------------------~-----------~-~-----~------------------------~----~-----~---~~-~---------------------------~--------~z a 30 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6023-S NEWPORT BOULEVARD WIDENING C-4881 DETAILS 7 CHANNELIZATION ISLAND DETAIL CHANNELIZATION ISLAND DETAIL MEDIAN WALKWAY DETAIL CHANNELIZATION ISLAND DETAIL RECORD DRAWINGS / : I "'\"' I :.... I ~ / I ;,o I I /!! b4 ' I I / / -----G-----is-- I u / ( I I I -------, ---- -• --• • • • ~~--• • • • L2 • • • 8.34 TC 8.43 TC !I I _, - • • -----------10' NEWPORT BLVD AND 30TH STREET V SEE SHEET 15 I I I / / / / / I I I ?, I SCALE: 1" = 10' I I 45+30.76 32 27.65' RT / / / / 7.24 TC 6.57 FS 1, 6.39 FS I \ --,.,.-- >?- I I 0.58% - 5 TC 7.10 TC 6.43 7.37 TC 6.70 FS C9 8.45 . 8 FS ' \ \ \ -- \ u, C ~ " CF \ \ \ \ '°' \ -- • -4--• I -- 7.29 TC_,¼,,-..=- .62 FS \ \ \ \ C10 \ \ \ \ y l ______ _ I -,- \ I ?- R1' BLV \ \ ---ss--'\-( I u I 1 \ ss-----SS- .-c ---------------10 NEWPORT BLVD AND 32ND STREET '\_!:.) SEE SHEET 15 SCALE: 1" = 5' These Record Drawings hove been prepared based on information submitted, in port, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. / t:> [> [> [> [> 6. - -- ,,,. I:> ... 7--- - I:> t> -------------- 3+98.86 NEWPO BLVD, 3.00' LT I:> b. -- b. ----- I:> [> ffi.04 TC, 8.37 t> ------ I:> ,,. .,. ... ,,,. ------4 9 t> I:> 10' / "1 ,- /!! I I \,,. \ 1 \ '°' \ b.9. 1 TC 8.· 4 FS - \ -- I:> ,,. \ \ '°' "" L \ \ \ LS I:> b. ,,. \ ,,,. '°' \ \ I:> \ \ \ '{l, ------\ \ I I I C11 I / ,,. / / / / ---1:;,-_,,,_ / -- ,t:-. \ t> \ \ '{l, NEWP t> -- \ I:> \ '{l, __ __ _,_ --\ \ -----------10 NEWPORT BLVD AND VIA LIDO \.::!.J SEE SHEET 16 SCALE: 1" = 5' I 6. I I w __ ---w-6. / . t:> ~ -w __ [> / [> EWPO--""" BL VD I I>: --,1_ ~,......_,......_,......_,.....,,.....,,;---,,---.,,---.,,---.,,.....,,......,,.-,k~...,,.....__ ~ __ _ -w_ CT 6" CURB . R Pm CITY OF T WG.ltlO. STD-MODIFIED / 1-FOOT 'MD UTTER PAN. [> [> 2 45.87 NEWPORT B 6, 8.06[:"f, 7.56 FS _ts ____ _ ---__ --,11 __ --M----I I I .22 FS I I I I'! I I M-/!! -r-- 1 I GRADE BREAK ----- 000 PRO CT (El CATCH BASI & STALL CLEARWATE BMP ONSTRUCT 6" CUR AND GUTTER E Al PER CITY OF WPORT BEACH wt:-No,...srp-182 MODIFIED FOR A L18 -s,, _ I ~~-~-1 t_--1--::@-sirr I I /!! I 1-,l'l[Qs_ GUTTER PA ---_M __ ---------IQ NEWPORT BLVD AND VIA LIDO V SEE SHEET 16 I:> --------------- ---------- ____..--; -- b. I:> 4 9 I:> t>. b. ------ b. I:> ---- [> 6. _t.,,---- I:> -~-- [> t:> ------""16 8.10 TC 7.60 FS 6. - [> [> 6. 'ti, 16, I Dr CONSTRUCTION NOTES CD CONSTRUCT 2" ARHM OVER 4" HMA OVER 4.5" CMB OVER COMPACTED SUBGRADE. SEE NOTE 1 ON SHEET 2 REGARDING SUBGRADE STABILIZATION AND NOTE 2 ON SHEET 2 FOR PAVEMENT SECllONS OVER BURIED PCC PAVEMENT. G) CONSTRUCT 8" PCC CURB (TYPE Bl PER CITY OF NEWPORT BEACH DWG. NO. STD-182-L AND NOTE 6 ON SHEET 2. ® CONSTRUCT 2" ARHM OVER 6" HMA SLOT PAVEMENT. WIDTH SHALL BE 1' UNLESS OTHERWISE SHOWN. SEE NOTE 2 ON SHEET 2 FOR PAVEMENT SECTIONS OVER BURIED PCC PAVEMENT. @ SAWCUT AND REMOVE EXISTING AC PAVEMENT, BASE, PCC, AND/OR SUBGRADE TO 2'-6" BELOW PROPOSED TOP OF CURB AND REPLACE ~TH CLASS A TOPSOIL. @ INSTALL TRUNCATED DOMES PER CITY OF NEWPORT BEACH DWG. NO. STD-181-L-C AND STD-181-L-D. @ CONSTRUCT 6" PCC CURB (TYPE Bl PER CITY OF NEWPORT BEACH DWG. NO. STD-182-L AND NOTE 6 ON SHEET 2. @ INSTALL 3" IRRIGAllON SLEEVE PER DETAIL 6 ON SHEET 8. LINEWORK SHOWN ON PLANS IS SKEMATIC, ACTUAL LOCATION PER IRRIGATION PLANS. ~ CONSTRUCT 10" PCC CURB (TYPE Bl PER CITY OF NEWPORT BEACH \:Y DWG. NO. STD-182-L AND NOTE 6 ON SHEET 2. @ LANDSCAPING AND IRRIGATION PER LANDSCAPING AND IRRIGATION PLANS. @ CONSTRUCT DECORATIVE PAVEMENT PER LANDSCAPING AND IRRIGATION PLANS. @ INSTALL TRAFFIC SIGNAL PER TRAFFIC SIGNAL MODIFICATION PLANS. LNE DATA LINE LENGTH BEARING L1 9.84' N68"54 '37 ''E' L2 54.33' N3'14'58"W' L3 4.54' S88"21 '45 ''W' L4 4.65' N17'06'05"W' LS 5.66' N22"00 '43''E' L6 5.24' N17'06'05"W' L7 4.91' N22"00 '43''E' LB 4.79' N88'21 '45 ''E' L9 21.49' N10"08 '04 ''E' L10 4.14' N68"07'09 ''W' L11 23.97' N68"07'09 ''W' L12 50.58' N10"37'42 ''E' 'II, [> I L13 41.40' N29"34 '46 ''E' I I I 'II, L14 L15 8.50' N23'14 '20 ''E' 13.63' N66"08'08''W' -----1--L16 14.35' N67'48'30''W' 1 I '/1, I I --w-J CURVE C1 C2 C3 C4 cs C6 C7 CB C9 C10 C11 C12 C13 C14 C15 C16 L17 L18 L19 L20 LENGTH 3.76' 3.00' 52.17' 3.10' 13.47' 4.19' 18.25' 5.08' 18.89' 3.84' 13.66' 18.59' 16.89' 5.62' 4.68' 5.41' 5.05' S67'48'30"E' 12.02' N13"57'03''E' 6.58' N67"48'30''W' 11.84' N13"57'03''E' ~VE DATA RADIUS DELTA TANGENT 2.00' 107"50'25" 2.74' 1.00' 171'39 '52" 13.72' 358.00' 8"21'00' 26.13' 2.00' 88'50'43" 1.96' 2839.04' 0'16'19" 6.73' 2.00' 120"00'56" 3.47' 59.00' 17"43'38" 9.20' 2.00' 145"34'27" 6.46' 426.00' 2'32'25" 9.44' 2.00' 109"52'09" 2.85' 10.00' 78'15'13" 8.13' 10.00' 106"31 '53" 13.40' 1150.01' 0"50'29" 8.44' 2.00' 161"02'57" 11.98' 3.00' 89"22'28" 2.97' 3.00' 103'14'10" 3.79' ~ • ~ >-' " ~ I a ! Cl. I 8 "' a a "' ::; ;;- 's; u -1 "' --a O z "'< >~ a 3,, z . ~c ~ .Q ~3,-,. !;l ~;3- "' " " ~< <u Z / C: ~ C .. ~ "a ~ .. 1 § "' a z "' :5 :g Cl. ,':} f-~ ~:;:; ::,; u ,---=-;;;;;---------------,----------,--,-----,---------------------r---~----------~-------------------------------1~~ ' 'flh._ REVIE'MED: " :2 SCALE: 1" = 5' _YJ.-l' -C, Stantec ! ? ~ ~ "' " ::,; 46 DISCOVERY, STE. 250 (949) 474-1400 TEL ~ "- IRIIINE, CA 92618 (949) 261-8482 FAX ANDYANRCE6367() "' [:3 ,Id (0 UNDER THE SUPERVISION OF: SENIOR CIVIL ENGINEER □ -f-~+----+---------------------+-----1-:-:===---r::==---+-----------------------,--------~~~ /::..1 DESIGNED: DRAWN: ID 0 11/23j,5 L..D. 09/30/16 RECORD DRA'MNG JWW/DML DML/AAK 1------------l i:,~ ~------------------------------------------------------------...J_J_E..><.... ________ R._c_.E_._6_34_6_6 __ D_A_T_E_,_ ________ __Jc_N_o_ • .1.__D_A_T_E_..J._D_E_sc_R_IP_T_1o_N_O_F_R_E_v_1s_1o_N_s ___________ .1,_AP_P_R_O_VE_D..J._c_H_Ec_K_E_D:_..!!!M~RH.!LD_A_TE_:~11.1..:::.23:L!..1~5L_ _____________________ L_s_HE_E_T ___ o_F __ J~$ z a 30 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6023-S NEWPORT BOULEVARD WIDENING C-4881 DETAILS 8 BIKE PATH WITH MONOLITHIC CURB DETAIL BUS TURNOUT (TYPE A) DETAIL BUS TURNOUT (TYPE B) DETAIL DRIVEWAY / ALLEY APPROACH DETAIL VALLEY GUTTER DETAIL SLEEVE DETAIL SECTION CURB RETURN DETAIL SIDEWALK AND CURB & GUTTER TRANSITIONS DETAIL DRIVEWAY CURB DETAIL SECTION RECORD DRAWINGS 1 /2" R 8" PCC OVER COMPACTED SUBGRADE 6" •6' ' co 3/8" LIP • BIKE PATH TRANSITIONS FROM 6' TO 5' IN WIDTH FROM STATION 20+51.67 TO STATION 21+22.23. BIKE PATH IS 5' IN 'MOTH FROM STATION 21+22.23 TO STATION 22+41.12. VARIES "Z" PER PLAN OR TABLE R/W 4' NTS PARKWAY VARIES 0.15' 2" ARHM OVER 6" 2" ARHM OVER HMA (1" MIN) DAYLIGHT LANDSCAPING 5: 1 MAX ·• 18' BUS TURNOUT • 9" PCC OVER 6" CMB 2% - .• ': .•· .. .. · • • • NEWPORT BLVD STA 17+33.89 TO STA 18+86.46 NTS . -- U-u 8' 14' BUS TURNOUT 6' U-u co .• . . FLOWLINE LANDSCAPING 5: 1 MAX • • 4" PCC SIDEWALK ,2" ARHM OVER 4" HMA OVER q 4.5" CMB OVER COMPACTIED SUBGRADE ---- DAYLIGHT NOTIE: 4" MIN 4" MIN ---PAVING ---BASE MATIERIAL ---SUBGRADE ~--------CONTROL WIRES IN SCH 40 SLEEVE '----------------PRESSURE MAINLINE IN SCH 40 SLEEVE '----------------------LATIERAL LINES IN SCH 40 SLEEVE 1. ALL MAINLINE, LATERAL LINES, AND CONTROL WIRES SHALL BE SLEEVED BELOW ALL HARDSCAPE ELEMENTS WITH SCH 40 PVC, 2 TIMES THE DIAMETIER OF THE PIPE OR 'MRE BUNDLE WITHIN OR ELSE OTHER'MSE SHOWN ON PLANS. ----ID% MAX -=----------PROPOSED CURB 4" PCC SIDEWALKP • <O 2% /~':"" , /;, ---, 2. HORIZONTAL DIMENSION BETWEEN SLEEVES SHALL BE A MINIMUM OF 4 INCHES. AC OR PCC PAVEMENT PER PLAN 2.0% MAX._------------------- •• ► • "' • ► V ~:::::::::-----.l·~~~-~-~~'.._~-~~·i·-.'~·--_~~_,!__:~·=·~·-· -·, ... ~ ► ••• ~--------------·• :-► • 17_. T I I NOTE: ► • ~. . • 1. ADJUST "Z" DISTANCE AS REQUIRED IN THE FIELD TO OBTAIN 10% MAX SLOPE UNLESS OTHERWISE SHOWN IN TABLE. 2. ADJUST "X" DISTANCE (SHOWN ON SllD. PLAN) SO THAT THE LONGITUDINAL SIDEWALK SLOPE IS LESS THAN 5%. Station Curb Width 10+83.67 Std. 32.0' 12+05.90 (1) 20.0' 13+02.53 (1) 30.0' 13+56.81 (1) 28.0' 16+34.32 (1) 24.0' 18+89.32 (1) 18.5' 19+76.07 (1) 23.5' 20+17.78 (1) 26.0' (1) Curb per detail 9 on sheet 8 X (S'ly) 10.0' (2) (4) 4.0' 8.0' 4.0' 4.0' 4.0' (2) Wing per SID-161-L (R=7.25'; X=8') (3) Wing per SID-161-L (R=14'; X=12.2') (4) Wing per SID-166-L (X=5.5'; Y=4') (5) Wing per SID-166-L (X=8'; Y=4') X (N'ly) 7.5' (3) (5) 4.0' 8.0' 2.0' 4.0' 10.0' NTS 3• al 4• 8" PCC PROPOSED PAVEMENT SECTION PER PLAN 1 /2" R (TYP.l 8.3% NTS .•.. \, ... , ~ .·· Max Grade S'ly Mid N'ly z 10% 10% 10% Per Plan 16% 12% 10% 10% 10% 12% 12% FLOWLINE 10% 12% 10% 10% 10% 12% 12% 3/B" LIP (TYP.l 10% 4.5' 12% 1.0' 12% Join Ex. 10% 4.0' 10% 3.5' 12% 2.0' 12% 2.0' ALL EXPOSED CORNERS SHALL BE ROUNDED 'MTH A 1 /2" RADIUS 4-/14 EQUALLY SPACED DOWELS (12" LONG) AT END OF POURS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. ·, USE AL TIERNATIVE CURB IF SHOWN IN TABLE -.• • •· . . '9' ·-► " •• , . • .. l, .... ► ,. X X X X X X X X v X X X X X X X X > X X X , , \_2" ARHM OVER HMA 11" MINl NEWPORT BLVD STA 22+57.51 TO STA 23+53.69 NTS JOIN EXISTING BUILDING UNLESS OTHER'MSE SHOWN ON PLANS. FINISH SURFACE OF BACK OF WALK SHALL TYPICALLY MATCH EXISTING BUT MAY BE RAISED (IF NECESSARY AND WITH APPROVAL OF ENGINEER) IN ORDER TO PROVIDE MINIMUM SIDEWALK SLOPE. FINISH SURFACE ELEVATION AT BACK OF WALK SHALL NOT EXCEED THAT OF THE BUILIDING FINISH FLOOR. REMOVE AND REPLACE EXISTING SITIE AMENITIES IN KIND OR ELSE AS OTHERWISE DIRECTIED TO BY ENGINEER. R/W I I PLACE 1 /2" ASPHALT TREATED FELT EXPANSION BOARD BETWEEN NEW SIDEWALK AND EXISTING BUILDING AND APPLY SEALANT. FS AT SIDEWALK O" CF 3. MINIMUM COVER SHALL BE 42 INCHES. 4. EXTIEND SLEEVE A MINIMUM OF 1' PAST CONCRETIE IMPROVEMENTS. 5. BORE NEW SLEEVES UNDER EXISTING AC & PCC IMPROVEMENTS (CURB, GUTTER, SIDEWALK, & DRIVEWAYS). 2-SACK CONCRETIE SLURRY BACKFILL REQUIRED IF SLEEVES ARE INSTALLED BY OPEN TRENCH. 6. PORTIONS OF BURIED PCC PAVEMENT MAY NEED TO BE REMOVED AND REPLACED IN ORDER TO INSTALL SLEEVES. NTS STRAIGHT GRADE RETAINING CURB BET'MEEN TOP OF RAMP WINGS FS AT SIDEWALK O" CF BOTTOM OF RAMP O" CF TRUNCATIED DOMES (4'X3') NTS BOTTOM OF RAMP O" CF ® 5' 5% MAX. GRADE 3' 2' PROP. CURB & GUTTER OR BIKE LANE (SEE NOTIE BELOW) PROP. SIDEWALK (4" PCC) FINISHED SURFACE EXISTING C&G~I 11 TRUNCATIED DOMES ( 4'X3') TOP OF RAMP B.33% JOIN EXISTING PER PLAN FLO'MLINE PER PLAN . . . •. ~ 4 • .. ... R=1/2" FINISHED SURFACE • <O 0.5% MIN 2% MAX CONTRACTOR SHALL HOLD THE FLOWLINE PROFILES SHOWN AND ADJUST THE CURB HEIGHTS AS REQUIRED TO PROVIDE THE FOLLOWING: • MAXIMUM 5% LONGITUDINAL SIDEWALK SLOPE • 0.5% MINIMUM SIDEWALK CROSS SLOPE • 2% MAXIMUM SIDEWALK CROSS SLOPE NTS PAVEMENT 'MOTH DIMENSION PER PLAN CURB FACE VARIES SEE PLAN • "' 1'-6" 1.5" R=1/2'' R=1" .-. .. ~ • V. ._ Ji NTS 7.5" R=1/2" • DRIVEWAY 7 I 11 11 ECR I I TC & FL ELEVATION ' I I PER PLAN I I I I TOP OF RAMP BETWEEN THE EXISTING C&G AND RAMP 'MNG, HOLD THE "CALCULATIED" FLO'MLINE ELEVATION SHOWN IN THE PROFlLE AND CONSTRUCT THE CURB HEIGHT AND GUTTIER PAN SLOPE TO MATCH THE EXISTING C&G. TRANSITION CURB HEIGHT TO O' AND GUTTER PAN TO 5% MAX. O" CF AND MAX GUTTIER PAN SLOPE OF 5%. TRANSITION CURB HEIGHT AND GUTTIER PAN SLOPE TO THOSE SHOWN IN DETAILS EXCEPT ADJACENT TO BIKE LANE 'MHERE THE GUTTER PAN SLOPE SHOULD TRANSITION TO 2%. STANDARD CURB HEIGHT AND GUTTIER PAN SLOPE EXCEPT ADJACENT TO BIKE LANE WHERE GUTTIER PAN SLOPE SHOULD BE 2% ~ I O" LIP O" CF I MAX- 2.00% MAX. -- 12" 1'11DE GROOVING BORDER ---------<t;;\ NTS \!:Y CONSTRUCT RETAINING CURB NOTE: SEE CURB RAMP DETAILS ON SHEETS 4 & 5 FOR EXACT CURB RAMP TYPE, LAYOUT, AND GRADING BCR TC & FL ELEVATION PER PLAN -------------,®s NTS ~ • ~ >-' ~ I a ! [L I 8 ,0 a a "' ::; ;;- 's; u _, "' --a O z "'< >~ a 3,-z . ~c ~ .Q ~3,- ':jj !;l ~;3- "' " " ~< <u Z / C: ~ C .. ~ 0 0 ~ .. 1§ "' a z "' :5 :g [L ,':} f-~ ~:;:; "' u !>! .3-~------------------------------------------------------------------------------------------------~ o "' ''flh,_ REVIEWED: o: :g _YJ.-l' -C, Stantec ~? IXIIIIUJ.:l1N ~ 0 "' 46 DISCOVERY, STE. 250 (949) 474-1400 TEL ~ c. IRIIINE, CA 92618 (949) 261-8482 FAX ANDYANRCE6367() ~ ~ UNDER THE SUPERVISION OF: , --+-------l--------------------+-----/-:c=::::cSEc:N:::IO_R_C_l7Vlr.L:::Ec:-NG:::l:::NE_E_R_---t-_____________________ --,---------t ~;; ,-DESIGNED: DRAWN: "' 0 1 09/30/16 RECORD DRA'MNG / / >-'° JWW DML DML AAK o: ,:;_ r-----------, a a CHECKED: DA TIE: SHEET OF !!a ~ JE R.C.E. 63466 DATE NO. DATE DESCRIPTION OF REVISIONS APPROVED MRH 11 23 15 w "' ~------------------------------------------------------------~~----------------~--------~-~----~-------------------~--~----~--~~~~---------------------~------~z a 30 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6023-S NEWPORT BOULEVARD WIDENING C-4881 DEMOLITION PLAN 9 RECORD DRAWINGS DISPOSITION NOTES [Ij PROTECT IN PLACE (ITEM PER PLAN). [j] m rn m [fil [fil [I] REMOVE AND SALVAGE STREET LIGHT PULL BOX. REMOVE AND SALVAGE BUS STOP BENCH. REMOVE AND SALVAGE PARKING METER. REMOVE AND DISPOSE OF CURB AND GUTTER. REMOVE AND INSTALL NEW WATER VALVE BOX AT NEW GRADE. CLEAR AND GRUB EXISllNG GROUND. COLD MILL PAVEMENT OR REMOVE AND DISPOSE OF MATERIALS <AC PAVEMENT, BASE, AND SUBGRADEl FOR NEW PAVEMENT SECllONS PER LIMITS SHOWN ON HORIZONTAL CONTROL AND ROADWAY PLANS. [fil REMOVE AND INSTALL NEW STORM DRAIN JUNCTION BOX AT NEW GRADE. [fil REMOVE AND SALVAGE STREET LIGHT PER STREET LIGHTING PLANS. [QI REMOVE AND DISPOSE OF CATCH BASIN AND RCP TO LIMITS SHOWN ON DRAINAGE PLANS. REMOVE AND DISPOSE OF BURIED PCC PAVEMENT IF REQUIRED TO INSTALL NEW DRAINAGE IMPROVEMENTS. [j] REMOVE AND DISPOSE OF RCP OR PVC TO LIMITS SHOWN ON DRAINAGE PLANS. REMOVE AND DISPOSE OF BURIED PCC PAVEMENT IF REQUIRED TO INSTALL NEW DRAINAGE IMPROVEMENTS. lj] REMOVE AND DISPOSE OF TREE. CONFIRM WITH ENGINEER PRIOR TO REMOVAL. [j] REMOVE AND DISPOSE OF ABANDONED VAULT. CONTRACTOR SHALL CONFIRM THAT VAULT IS ABANDONED PRIOR TO REMOVAL. lj] REMOVE AND DISPOSE OF VALLEY GUTTER. [j]] [j]] [j] [j]] D]] ~ @] ~ ~ ~ ~ ~ ~ ~ ~ REMOVE AND SALVAGE TIRASH CAN. REMOVE AND SALVAGE FIRE HYDRANT. REMOVE AND DISPOSE OF SIDEWALK. REMOVE AND DISPOSE OF DRIVEWAY. REMOVE AND DISPOSE OF CROSS GUTTER. REMOVE AND DISPOSE OF ALLEY INTERSECTION. REMOVE AND DISPOSE OF MEDIAN CURB AND HARDSCAPE. REMOVE AND DISPOSE OF BUS PAD. REMOVE AND DISPOSE OF CURB. REMOVE AND DISPOSE OF MOW STRIP. REMOVE AND DISPOSE OF PERIMETER WALL AND FOOllNG. REMOVE AND INSTALL NEW WATER METER BOX AT NEW GRADE. REMOVE AND INSTALL NEW MONITORING WELL BOX AT NEW GRADE. ADJUST SEWER OR STORM DRAIN MANHOLE LID TO GRADE. REMOVE AND DISPOSE EXISllNG BUILDING STIRUCTURE {INCLUDING REMEDIATION), FOUNDATION, AND CAP ALL EXISTING UTILITY SER~CES. @QI REMOVE AND INSTALL NEW SEWER OR STORM DRAIN CLEANOUT BOX AT NEW GRADE. 31 REMOVE AND INSTALL NEW NEWSTAND. REMOVE ABANDONED WATER VAULT ACCESS HATCH AND MANHOLE IBY OTHERS). REMOVE AND SALVAGE WATER AIR AND VACCUM RELEASE VALVE ASSEMBLY. REMOVE AND SALVAGE WATER AIR VENT. REMOVE AND SALVAGE WATER METER, BACKFLOW PREVENTER, AND END CAP EXISTING PIPE. ~ REMOVE AND DISPOSE OF ABANDONED POST FOUNDATION. FINLEY A VENUE I --N,, ---M----M------------ 3325-3345 DISPOSITION NOTES (CONTINUED) ~ REMOVE AND SALVAGE ELECTRONIC PARKING METER MACHINE. ~ ~ l±Q] @] ~ ~ §I ~ [§I l±zl ~ §I REMOVE ABANDONED ELECllRICAL METER PEDESTAL AND FOOTING. REMOVE AND DISPOSE OF METAL HAND RAILING. REMOVE AND DISPOSE OF RETAINING WALL AND FOOllNG. REMOVE AND DISPOSE OF HARDSCAPE ADJACENT TO BUILIDING. REMOVE AND DISPOSE OF TRASH ENCLOSURE. REMOVE AND DISPOSE OF BOLLARD AND FOOllNG. REMOVE AND DISPOSE OF STAIRCASE AND RAILINGS. REMOVE AND DISPOSE OF RAISED PLANTER. REMOVE ENTIRE PAVEMENT SECllON <AC, BASE, AND SUBGRADEl. REMOVE AND INSTALL NEW ELECTRICAL PULL BOX AT NEW GRADE. REMOVE AND DISPOSE OF ABANDONED VALVE BOX. REMOVE AND DISPOSE OF ELECTRICAL VAULT ENTIRELY. DISPOSITION NOTES (CONTINUED) ~ REMOVE AND DISPOSE OF CONCRETE PAVEMENT. [fill REMOVE AND DISPOSE OF BURIED PCC PAVEMENT UNDER NEW LANDSCAPING IMPROVEMENTS PER NOTE 5 ON SHEET 2. ~ REMOVE AND SALVAGE STIREET LIGHT PEDESTAL. ~ ~ ~ COLD MILL CONCRETE PAVEMENT. REMOVE AND INSTALL NEW ANODE TEST STATION BOX AT NEW GRADE. REMOVE AND DISPOSE OF EXISTING PCC PAVEMENT TO ACCOMMODATE PROPOSED CURB AND GUTTER. [ill] DISPOSITION OF IRRIGATION APPURTENANCE !ITEM PER PLAN) PER IRRIGATION PLAN. ~ lfil DISPOSITION OF EXISTING TRAFFIC SIGN PER SIGNING AND STRIPING PLAN. DISPOSlllON OF EXISTING TRAFFIC SIGNAL APPURTENANCE (ITEM PER PLAN) PER TRAFFIC SIGNAL MODICATION PLAN. ' \ \ ' \ \ \ /\'t, \,\~ \ .,, \ OF ON 300 32ND ST. NEWPORT BL VD - --+---- - -w - - - - -W - - - -"' -- (E) R/W \~ LIMITS OF DEMOLlllON 17 ~II-\~~ ---- 2919 - --,---,,.-----w --+ --~ -----w-____ ::---- • - ---W-- -~ --- LIMITS OF I DEMOLITION I I I I 301 I / f LIMITS OF RAM 20 \ \ I~ I I I I IR IC I 308 32ND ST. BFP p 3110 406 32ND ST. 3012 3020 I : I ~---'----_J_ ~ ~I 31ST STREET i ...-< ----~ 1:"_--:..--:..--:.. ss = = = I E7'c----E-----I t - --=s..=.==?:,~F,/ -~ E "'j;,;i"f==--f-F'J..._ ~ I I ED1 i 5 ~ 11 rt----1--c, I fi I • I t I' I :~ I I I ~ i' I I I : i' I I I ~I (E) R/W "' I I : ---------- E-=.._-:::--E-- r INST AL 3 FEN Cl N"----"''-"l PORT BL D ,1c-~ I .. --si..---,s-___ Sl:--f!-- ED2 i77 r 3300 NEWPORT BLVD. A z , 3305 3 8 (El R /W 3315 ~ 0 rd a> ft/ (I) I w > 0 CD <( NEWPORT BLVD AT&T M AT&T P 3401 NEWP <c, --~-r---w--rtt-+--_J f / -~ = ~E,::,:: _::-_ --I W-Ii 48 I :/ t ..,t"°'i't,-L ~ !;;: ~ !;;:p8: / {' If/,! EMOLlllON T«<\~c-lJ::1 / 1 w w (/) I 0 0 + C0 ,- 340 ( 3409 3413 3421 I I 3411 3415 SSMH p h--+--® 1l 3417 m TYP. I I ff}; 4 17 GCJ ---G- 23 3300 NEWPORT BLVD. 16 I I \ \ \ \ DEMO~ON '.::::'. ~~~ ~~ (Il u.J "' u ::::>Z u~ 54 These Record □rowings have been prepared based on information submitted, in port, by others. While this information is believed to be relioble, City of Newport Beach is not responsible for its accurocy, nor for errors or omissions which may have been incorporoted into these plans as a result. 4 17 >- (El R /W 40 9 \ I ,1 J LIMITS EMOLlllON 11 12 I I I I L\ GRAPHIC SCALE 0 40 SCALE: 1" = 40' I / - ..;.,,__-:_. - Mt-~~ DEMOLlllON I -•• I• I I ~ I sr--LIMITS OF I I j ~ DEMOLlllON ! I : : I UTILITY COMPANY DISPOSITION NOTES 32ND STREET @ ADJUST TELECOMMUNICATIONS MANHOLE LID TO GRADE BY AT&T. ii' @ ADJUST TELECOMMUNICATIONS PEDESTAL TO GRADE BY AT&T. ; 0 @ ADJUST TELECOMMUNICATIONS HANDHOLE TO GRADE BY AT&T. ~ @ REMOVE AND RELOCATE TELECOMMUNICATIONS PEDESTAL INTO ~ UNDERGROUND llRAFFIC RATED 3'X5' VAULT BY AT&T. a' @ REMOVE AND RELOCATE TELECOMMUNICATIONS PEDESTAL BY AT&T. 8 ~ @ ADJUST ELECTRICAL MANHOLE LID TO GRADE BY SCE. g GENERAL DEMOLITION NOTES TO CONTRACTOR FOR BUILDING DEMOLlllON NOTES SEE SHEET 12. r-- 2. SEE SllREET IMPROVEMENT PLANS (SHEETS 15-17) FOR LOCATIONS OF UllLITY RELOCATIONS. ED2 REMOVE AND RELOCATE ELECTRICAL VAULT VENT BY SCE. _§l, 3. SEE DETAIL 10 ON SHEET 6 FOR MODIFIED CURB & GUTTER DETAIL. & @) REMOVE ELECTRICAL EQUIPMENT BY SCE. ~ 'iii'J- ED4 ADJUST ELECTRICAL VAULT AND MANHOLE LID TO GRADE BY SCE. 5 !,i! "< 'EDS' ADJUST ELECTRICAL VAULT TO GRADE BY SCE. fj 5, ~ z m {g) ADJUST ELECTRICAL VAULT VENT TO GRADE BY SCE. ::;-.lj ~~ /i:cp ADJUST GAS VALVE TO GRADE BY SCG. ~ ~ ~ ~9-@ REMOVE AND RELOCATE GAS METER BY SCG. u, 8 ~ ZS -.,_ -_ --@ ADJUST GAS METER BOX TO GRADE BY SCG. il: ~ --------.,_ @) REMOVE AND RELOCATE GAS MONITORING WELL BY SCG. §: 3461-347 NEWPORT BLVD -~--1 @ REMOVE AND RELOCATE TELECOMMUNICATIONS PEDESTAL AND PULL 1 8 --BOX INTO UNDERGROUND 3'X5' BY TWC. ~ :il s,, •-..--c..--%~ Im\ :5 ~ --------0 .. , ~ ADJUST TELECOMMUNICATIONS HANDHOLE TO GRADE BY TWC. o. ~ --I-' ~ -@) REMOVE AND RELOCATE TELECOMMUNICATIONS HANDHOLE BY TWC. ~ 'i; --~~~------------~-'-----------~-"=-~---~-------------------~---~------------,-----------------------------~~~ r-0 ~ 'TA..... RE~EWED: "' o -H' ,_ C, Stantec : ? -~ O :,; 46 DISCOVERY, SlE. 250 (949) 474-1400 m iG "- IRI/INE, CA 92618 (949) 261-8482 FAX ANDYANRCE63670 ~ ~ i-=/2\=2:....i._0_91_3_01_16_-1--RE_c_o_RD_DR_A_~_N_G _____________ -l-----l--:-::=SE~N~IO_R_C_IVTIL~E~N~G~IN_EE_R_-+-----------------------,---------t~~ DESIGNED: DRAWIN: ., 0 ff 23 f'.i L1:, 01/25/16 BULLETIN 1 JWW/DML DML/AAK ii:~ f-----------1 0 O I 120 UNDER THE SUPER~SION OF: JE EY W. WILKERSON R.C.E. 63466 DATE NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DATE: / SHEET OF !l, ~ c__ ____________________________________________________________ _l_----"'------------------_L_--------_[_--1. ____ _._ ___________________ _L_ __ -----1 ___ __:_::M~RHc:1-_ ___:..:11"-=-23=.:.1~5c_ _____________________ L_ ______ _J~~ 30 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6023-S NEWPORT BOULEVARD WIDENING C-4881 10 BUILDING DEMOLITION PLAN RECORD DRAWINGS ~1 I I I I I ill \ I \ ---,--M---~ M- r;{ ' I 1 / I I -1-it \ L--'",_ 11_ LS ~ (/) u._ "' a, r--"' co co ~ (/) I 1_ u._ \I!! <D "' co ... I I co co I 6.27 FS WALK 6.49 FS 0 LS ' \ \ en I en'{),--u._ f-u._ "' a, a, ... I~~ cri 00 CO ~ .... .... co ' "' _J ~ (/) (/) □~u._---u._ u._ "' 0 □~ .... a, co co co □ □ □ 6.83 FS LS 8.63 FS -.,;, - BUILDING ROOF ' 8.6~ RAISED PLANTERS <TYPICAU □ □ □ I 6 JlS 10 TOPOGRAPHICAL LEGEND: -0-POWER POLE 0 SEWER CLEANOUT @ SEWER MANHOLE @ STORM DRAIN MANHOLE "Cf FIRE HYDRANT l>I WATER METER .. PULL BOX ~ STREET LIGHT ----w-----w-----w-----w-----w-----w-----w-----w-----w-----w-----w--- --111- " WATER VALVE E--GUY WlRE WALK STAIRS WALL wm-1 RAILING 3201 NEWPORT BL VD RETAINING WALL 8~ \ 8.43 FS 7.37 FS 7.09 FS ' BUILDING ROOF WALK - ----- WALK ' STAIRS li z~~-- ' GRAPHIC SCALE 0 10 SCALE: r· = 1 o· RETAINING WALL 8.43 FS 8.43 FS 7.43 FS 30 A -v- w *O nef -" ® ~i//////,C,/j 8.58 FS --0-----0-----0 SURVEY MONUMENT SIGN VAULT VENT TREE IRRIGATION CONTROL VALVE CORING LOCATION ELECTRICAL MANHOLE BUILDING EXISTING CONSTRUCTION PROPERTY LINE NEW CONSTRUCllON CENTERLINE CITY BOUNDARY BUILDING ROOF SILT FENCE ~~~~-CONCRETE BARRIER ---0-----0----0 FENCE 8.60 FS □ 26.1 ROO -- "' r--.... "' 00 ....,: • 8 43 FS • 7.76 TC 7.48 FS 3305 NEWPORT BLV ~ BLOCK WALL UTILITY LINE LEGEND: -----55-SEWER LINE ____ _,,,_ WATER LINE ------G-GAS LINE ------£-ELECTRICAL LINE -----r-TELEPHONE LINE -----rs-TRAFFIC SIGNAL - - - --TV-CABLE\1SION LINE -----<RR -SPRINKLER SYSTEM UNDERGROUND UTILITY DISCLAIMER 7.27 FS LP cIDk · UNDERGROUND UTILITY INFORMATION SHOWN ON THIS MAP WAS COMPLIED BY RECORD INFORMAllON SUPPLIED BY THE CITY OF NEWPORT AND THE VARIOUS UTILITIES IN THE AREA. SURFACE UTILITIES WERE OBTAINED BY A FIELD SURVEY. These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. SITE SURVEY PERFORMED BY VA CONSUL TING INC. BENCHMARK: OCS 2001 BM : U-1415, ELEVATION: 9.196 FEET {NAVD88). FOUND 3 3/4" OCS ALUMINUM BENCHMARK DISK STAMPED 'IJ 1415 1988", SET IN THE TOP OF A SEAWALL. MONUMENT IS LOCATED IN THE SOUTHWEST CORNER OF THE INTERSECTION OF CENTER STREET AND THE NEWPORT CHANNEL, 25 FT. WESTERLY OF THE PROLONGATION OF THE CENTERLINE OF CENTER STREET AND 0.3 FT. SOUTHERLY OF THE SEAWALL FACE. MONUMNET IS SET LEVEL WITH THE SIDEWALK. BASIS OF BEARING: THE BEARINGS SHOWN HEREON ARE BASED UPON THE BEARING BETWEEN OCS HORIZONTAL CONTROL STATION GPS NO. 6301r AND GPS NO. 6288 BEING NORTH 53°3419' EAST PER RECORDS ON FILE IN THE OFFICE OF THE ORANGE COUNTY SURVEYOR. ~ ~ vi 0 I a ! [L I 8 "' 0 a "' ::; ;;- 's; u _, "' --o O z "'< >~ o 3,-z . ~c ~ .Q ~3,-,. !;l ~;3- "' " " ~< <u Z / C: "' C .. ~ 0 0 ~ .. 1 § "' 0 z "' :5 :g [L ,':} f-~ ~:;:; ::,; u !>! .3--------------------------------------------------------------------------------------------------~ o "' 'hh._ REVIEWED: o: :g _YJ.-r-~Stantec ~? COIIIUEl1N ~ SITE SURVEY o ,. 46 DISCOVERY, STE. 250 (949) 474-1400 TEL ~ c_ IRIIINE, CA 92618 (949) 261-8482 FAX ANDYANRCE6367() ~ 6i UNDER THE SUPERVISION OF: , --+-------l---------------------+-----/-:c=::::cSEc:N:::IO_R_C_l7\1r.L:::Ec:-NG:::l:::NE_E_R_---t-_____________________ --,---------t ~;; ,-DESIGNED: DRAWN: "' 0 I I >-'° JWW DML □ML AAK o: ,:;_ r-------------j O O CHECKED: DA TE: SHEET OF !!a ~ JE R.C.E. 63466 DATE ,:'.'.h 09 /30 /16 RECORD DRAWING NO. DATE DESCRIPTION OF REVISIONS APPROVED MRH 11 23 15 w "' ~------------------------------------------------------------~~----------------~--------~-~----~-------------------~--~----~--~~~~---------------------~------~z o 30 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6023-S NEWPORT BOULEVARD WIDENING C-4881 11 BUILDING DEMOLITION PLAN RECORD DRAWINGS ' \ \ ., \ \ \ \ _\-- I Je- 1 1-- 1 L- o\ 1_ 11_ I 1_ I I!! I I ____ ,s--\-I ,:.. ___ ,._ I 0 - TEMPORARY CONSTRUCllON FENCING AND GATE PER DEMOLITION PLAN, SHEET 9 CONTRACTOR SHALL MAINTAIN POWER AND VEHICULAR AND PEDESTRIAN ACCESS TO THE EXISTING TITAL VALVE AT ALL llMES. CONTRACTOR MAY USE THE ONE-WAY ALLEY TO FINLEY AVENUE FOR CONSTRUCTION VEHICLE ACCESS. HOWEVER, CONTRACTOR WILL BE RESPONSIBLE FOR ANY DAMAGE TO ALLEY CAUSED BY THE CONSTRUCllON VEHICLES. CONTRACTOR SHALL DOCUMENT THE PRE-CONSTRUCTION CONDITION OF ALLEY WITH PICTURES AND VIDEOS AND PROVIDE THESE ITEMS TO ENGINEER PRIOR TO USING ALLEY. ----w ------w-----w-----w-----w---wl llE IPORARY 6-FOOT HIGH CONSTRUCllON FENCE 1HAIN LINK WITH GREEN MESH) SHALL I, BE INSTALLED WHERE SHOWN. LLEY --:----w-----w-----w-----w-----w-----w ___ _ --G -- 10' EASEMENT FOR PARKING PURPOSES -.. .._ TRASH ENCL 3305 NEWPORT B UNLESS OTHERWISE APPROVED BY -~ D ENGINEER, EXISTING PRIVATE PARKl""'---"c-----...,J LOT SHALL REMAIN OPEN AT ALL TIMES DURING CONSTRUCTION, ALL STALLS SHALL BE ACCESSIBLE, AND NO CONSTRUCllON VEHICLES SHALL USE----->s---;i THE DRIVEWAY OR DRIVE AISLE. CONTRACTOR SHALL COORDINATE REMOVAL THE OF EXISTING ROOF OVERHANG WITH ENGINEER. DUE TO THE PROXIMITY OF THE ----r-------1---HVffiH-ANG----lG---™E PUBLIC SIDEWALK AND PRIVATE PARKING LOT, THIS REMOVAL WORK MAY NEED TO BE DONE AT NIGHT AND PEDESTRIAN CANOPY PROllECTON MAY BE REQUIRED WHERE THE REMOVAL IS 10 FEET ~ ~ T """""" ID n-, '"'-' ""'"~· LEGEND ROOF OVERHANG BUILDING PROPERTY LINE EASEMENT ----0-----0---TEMPORARY CONSTRUCTION FENCE ~--"' -L ------l§=C:::7--Gt-l ----G-----G-1 --------SD ----_-_-_-_------G-----G-----G-.-1:11---------SD-----D 81 I -t -----so-----so-----G-----G-----G---a I 1 ,~ ---------s -----s ------------G-----a-----a---- -----~@---TS-----TS-_laal ---~----TS- ---ss----~1 I----ss-->-i! \!\! ~ ----ss-J \ m t ---ss-___ ~ ~ ~ PUBLIC SIDEWALK I I ill I I I I I ill I I I ---ss--I I hi hi : ---ss-~-11~~----ss-----ss-- l >-I 2) ~ ---ss-__ t l ~~\~\ NEWPdRT --Bt:VB-.-ss-----ss-----ss-----s•-- I I \ I I ---ss-- 1 I----ss--\ ---~ I z \ \ -----!;;,;;_ a ' li z ' GRAPHIC SCALE 10 0 10 30 SCALE: 1" = 10' These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. ! [L I 8 "' a a "' ::; ;;, 's; u _, "' --a O z "'< >~ a 3,, z . ~c ~ _Q ~3,-,. !;l ~;3- "' " " ~< <u Z / C: "' C .. ~ 0 0 ~ .. 1 § "' a z "' :5 :g [L ,':} f-~ ~:;:; ::,; u !>! .3-~-----------------~------------~---~--------------------~---~----------~----------------------------------1 o '° ''flh._ REVIEWED: o: :g _YJ.-l'-~Stantec ~? .........,. ~ SITE PLAN a ,. 46 DISCOVERY, STE. 250 (949) 474-1400 TEL ~ c_ IRIIINE, CA 92618 (949) 261-8482 FAX ANDYANRCE6367() ~ ~ UNDER THE SUPERVISION OF: SENIOR CIVIL ENGINEER §! ~ '---+-----+---------------------+-----t-:':==::---r.==-----t-----------------------,--------7~"' ,-DESIGNED: DRAWN: "' 0 I I >-'° JWW DML DML AAK o: <:;, r------------, a a CHECKED: DA llE: SHEET OF !!a ~ JE R.C.E. 63466 DATE 09 /30 /16 RECORD DRAWING NO. DATE DESCRIPTION OF REVISIONS APPROVED MRH 11 23 15 w "' ~---------------------------------------------------------------~-~----------------~---------~-~----~--------------------~---~----~--~~-~----------------------~-------~z a 30 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6023-S NEWPORT BOULEVARD WIDENING C-4881 12 BUILDING DEMOLITION PLAN RECORD DRAWINGS ' \ ., \ \ \ \ ~~i ~1:1 I I I I I Ill \ I \ ---,--M---~ M- ;;{ ' I ' / I I _\-- I Je- 1 1-- 1 L- o\ 1_ 11_ I 1_ I I!! I I ____ TS-l- 1 .,_ __ -rs-I ~--TS -L =ti-----l§=C:::7--Gr----G-----G-I - Ill I ~ I I I I ill I I I I I ill I I I I I ~ ... I I I I I ... I □ □ □ Cr 3940 ----w-----w-----w-----w-----w-----w-----w-----w-----w-----w-----w-- ---111 \ 44 3940 3201 NEWPORT BL VD SINGLE-TENANT BUILDING APPROXIMATELY 4,275 SF !TYPl 45 • I I I @I I 10' EASEMENT FOR PARKING PURPOSES -----.. .__ .__ TRASH ENCL .__ 3305 NEWPORT BLV p WHEEL STOP ITYPICAU ' ,,. ' UTILITY LINE LEGEND -----ss-SEWER LINE -------w-WATER LINE -------c-GAS LINE - - - ----E-ELECTRICAL LINE -----r-TELEPHONE LINE -----TS-TRAFFIC SIGNAL - - - --TV-CABLEVISION LINE - - - ----<•• -SPRINKLER SYSTEM ' ' ' '., ' DISPOSITION NOTES [fl PROTECT IN PLACE !ITEM PER PLANI. [§:] [j] [j] ~ ~ CLEAR AND GRUB EXISTING GROUND. REMOVE AND DISPOSE OF TREE. CONFIRM ~TH ENGINEER PRIOR TO REMOVAL. REMOVE AND DISPOSE OF SIDEWALK. REMOVE AND DISPOSE OF CURB. REMOVE AND DISPOSE EXISTING BUILDING STRUCTURE (INCLUDING REMEDIA TIONl, FOUNDATION, AND CAP ALL EXISTING UTILITY SERVICES. ~ REMOVE AND DISPOSE OF METAL HAND RAILING. l±Q] REMOVE AND DISPOSE OF RETAINING WALL AND FOOTING. [±j] REMOv1E AND DISPOSE OF HARDSCAPE ADJACENT TO BUILIDING. ~ REMOVE AND DISPOSE OF TRASH ENCLOSURE. B] REMOVE AND DISPOSE OF BOLLARD AND FOOTING. §I REMOVE AND DISPOSE OF STAIRCASE AND RAILINGS . ~ REMOVE AND DISPOSE OF RAISED PLANTER. ~ REMOVE ENTIRE PAVEMENT SECTION (AC, BASE, AND SUBGRADEl. l±z] REMOVE AND INSTALL NEW ELECTRICAL PULL BOX AT NEW GRADE. GENERAL DEMOLITION NOTES TO CONTRACTOR 1. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ANY FIELD CONDITIONS VARY FROM TlHOSE SHOWN ON PLAN. CONTlRACTOR SHALL NOT \\1LLFULL Y PROCEED WITH CONSTlRUCTION AND/OR DEMOLITION WHEN IT IS OBVIOUS THAT KNOWN OBSTRUCTIONS EXIST THAT MAY NOT HAv1E BEEN KNOWN DURING THE DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER. CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO FAILURE TO Glv1E SUCH NOTIFICATION. 2. CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HERON OR NOT AS THE FIRST ITEM OF WORK AND PROTECT THEM FROM DAMAGE. CONTlRACTOR SHALL NOTIFY UTILITY OWNER AND ENGINEER IMMEDIATELY IF DAMAGE OCCURS AND ASSUME FULL RESPONSIBILITY FOR REPAIR AND REPLACEMENT. 3. ALL WORK SHALL CONFORM TO THE LA TEST ADOPTED APPLICABLE CODES, THE AMERICAN WITH DISABILITIES ACT OF 1991 AND OTHER APPLICABLE LOCAL AND STATE CODES, ORDINANCES AND REGULATIONS. 4. CONTRACTOR SHALL MARK OUT LIMITS OF DEMOLITION AND OBTAIN ENGINEER'S APPROVAL PRIOR TO BEGINNING DEMOLITION ACTIVITIES. 5. DEMOLITION AND REMOVAL WORK SHALL BE CAREFULLY PERFORMED TO AVOID DAMAGE TO IMPR0v1EMENTS TO REMAIN. PROTECT IN PLACE ALL IMPROVEMENTS OTHER THAN THOSE IDENTIFIED TO BE REMOVED. DO NOT REMOv1E ANY IMPROVEMENT TlHAT IS NOT IDENTIFIED TO BE REMOv1ED WITHOUT THE ENGINEER'S APPROVAL. 6. ALL MATERIALS SHALL BE DISPOSED OF OFFSITE IN A LEGAL MANNER AT THE CONTRACTOR'S EXPENSE UNLESS OTHERWISE NOTED. ' □ i-------'_,,.__=-~---~ 7. ACTiv1E UTILITIES SHALL BE PROTECTED BY AND AT THE EXPENSE OF THE CONTRACTOR. ANY UTILITY TlHAT IS REQUIRED BY ADJACENT BUILDINGS SHOULD BE KEPT IN OPERATING CONDITION DURING THE ENTIRE PERIOD OF WORK, INCLUDING EXISTING IRRIGATION SYSTEMS FOR LANDSCAPING MAINTENANCE. INACTIVE OR ABANDONED UTILITIES SHALL BE DISCONNECTED, REMOv1ED AND PLUGGED OR CAPPED PER REQUIREMENTS ON UTILITY OWNER. PRIOR TO REMOVAL, CONTRACTOR SHALL CONFIRM WITH UTILITY OWNER THAT ABANDONED UTILITY OR APPURTENANCE TO BE REMOv1ED IS NO LONGER IN USE. 10 ---p BOLLARD TS-----TS-----00-------TS---mTS-----TS-----TS-----TS-----TS--_ --TS-----0,\,;m [;---::_□_-_-_-_,,_-__ --_,.__ ---"--==-G~---=~-=--=-- I l'I'IJ-¢b,-TS-----TS-----TS----TS-----~---~ [Q] G 8. BURNING OF DEBRIS SHALL NOT BE PERMITTED EXCEPT BY WRIITTN PERMISSION FROM TlHE AIR POLLUTIONS CONTROL AUTHORITIES AND GOv1ERNING FIRE AUTHORITIES. I I ' li z~~-- ' GRAPHIC SCALE 0 10 30 SCALE: 1" = 10' These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND DISPOSAL OF ALL HAZARDOUS MATERIALS IDENTIFIED IN THE BUILDING AND SITE SURv1EY DOCUMENTS PREPARED BY NINYO & MOORE AND OUTILINED IN THE PROJECT SPECIFICATIONS. METHODS OF DISPOSAL SHALL COMPLY WITH ALL REQUIREMENTS OF THE AQMD, OSHA AND ALL OTHER APPLICABLE AGENCIES. 10. THE ENTIRE SITE IS SUBJECT TO GROUNDWATER LEVEL FLUCTUATIONS DUE TO TIDAL INFILUENCES. THE CONTlRACTOR SHALL SCHEDULE UNDERGROUND WORK TO AVOID SALTWATER INTlRUSION INTO EXISTING UTILITY LINES AND EXTENSlv1E DEWATERING. ALL DEWATERING THAT IS REQUIRED SHALL BE PER THE PROJECT SPECIFICATIONS. 11. AN OCSD SPECIAL DISCHARGE PERMIT \\1LL BE REQUIRED FOR DISCHARGING GROUNDWATER INTO THE SEWER SYSTlEM. THIS PERMIT REQUIRES SUBMITTING A GROUNDWATER SAMPLE TO BE ANAL YlED. IF ANY CONSTITUENTS ARE FOUND WHICH EXCEED TlHE OCSD PERMIT LIMITS, THEN THE CONTlRACTOR SHALL TREAT IT SO THE CONSTITUENT LEv1ELS ARE LOWER THAN THE OCSD PERMIT LIMITS .. 12. EXISTING AC PAVEMENT, PCC IMPROVEMENTS AND WALLS SHALL BE REMOv1ED TO NEATIL Y SAWED EDGES AT ALL JOIN LOCATIONS. 13. ALL DEBRIS SHALL BE WET AT THE TIME OF HANDLING TO PREVENT DUST PER REQUIREMENTS OF S\\1PPP AND EROSION CONTlROL PLAN. 14. ALL FILL MATERIAL SHALL BE CLEAN AND UNIFORM PER PROJECT SPECIFICATIONS. 15. LIMITS OF RCP REMOVALS PER STORM DRAIN PLAN. 16. SEE SITE PLAN FOR SITlE ACCESS AND TEMPORARY CONTRUCTION FENCE REQUIREMENTS. i .,, ::, 0 N I a ! [L I 8 "' 0 a "' ::; ;;- 's; u _, "' --o O z "< >~ o 3,-z . ~c ~ _Q ~3,-,. !;l ~;3- "' " 0 ~< <u Z / C: "' C .. ~ "o ~ .. 1§ "' 0 z "' :5 :g [L ,':} f--~ ~:;:; ::, u !>! .3--------------------------------------------------------------------------------------------------~ o "' ' btn.. REVIEWED: o: :g _YJ.-l'-~Stantec ~? .........,. ~ DEMOLITION PLAN ",. 46 DISCOVERY, STE. 250 (949) 474-1400 TEL ~ c_ IR\i1NE, CA 92618 (949) 261-8482 FAX ANDYANRCE6367() ~ ~ UNDER THE SUPERVISION OF: , --+------l--------------------+----/-:c=::::cSEc:N:::IO_R_C_l7Vlr.L:::Ec:-NG:::l:::NE_E_R_-t-_____________________ -, _______ 7 ~ ~ ,-DESIGNED: DRAWN: "' 0 I I >--'° JWW DML DML AAK o: ,:;_ r-----------j O O CHECKED: DA TE: SHEET OF !!a ~ JE R.C.E. 63466 DATE ,:'.'.h 09 /30 /16 RECORD DRA\\1NG NO. DATE DESCRIPTION OF REVISIONS APPROv1ED MRH 11 23 15 w "' ~------------------------------------------------------------~~----------------~--------~-~----~-------------------~--~----~--~~~~---------------------~------~z o 30 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6023-S NEWPORT BOULEVARD WIDENING C-4881 13 BUILDING DEMOLITION PLAN TYPICAL GRAVEL BAG BARRIER DETAIL (SE-6)1 STABILIZED CONSTRUCTION ENTRANCE/EXIT (TC-1)2 INLET PROTECTION (SE-10)3 RECORD DRAWINGS ' .,, ' ' ' \ ' #~ .. 9\ 1\ I ~ I '{ "' I ,. ~ I \ ~1: '\ V 1 1 ~ I \ <f'l I I 1 • I I I I i': I I I I I I i': I I I I \ I I i': I I I I I / ~ □ □ c1i I / I --~----~L___ f-/ -y ~I SS-----ss-_J / I i" 1---ss-__ _ I I I Ill I I I I I I I >- I I I I i" / I I I / I Ill I I I I I I I >- ' 5" MIN. OPENING GRAVEL FILLED BURLAP BAGS, 2 BAGS HIGH ' ' □ 0 Y J LBETWEEN BAGS ON l II TOP ROW. ~~~ EXIST. ROUGH GRADE LINE OR EXIST IMPROVED PAVED SURFACE. / EXIST. ROUGH GRADE LINE OR ( 1 l 1 ) EXIST. IMPROVED PAVED SURFACE. ----'-__.1.___l .,.x ....... 1 _1_.1_,_1 _1...1.iL _____ _ SECTION Y-Y NTS GRA~l BAGS~-... d CONCRU£ GUTTER WIRE MESH WITH 1 /2' OPENING {RECOMMENDED USE FILTER FABRIC) Fil TERED WATER CURB INLET O>------ N TS ---w----w 3 ------w-----w-----w GENERAL NOTE 1. EROSION CONTROL FOR PORTIONS OF THE PROJECT OTHER THAN 3201 NEWPORT BLVD. SHALL BE PER THE SWPPP, PREPARED BY VA CONSULTING NOW STANTEC, DATED JUNE 15, 2015. ---w-----w-----w-----w-----w-----W-----w ----,.,, ' ' POLLUTION PREVENTION NOTES IN ORDER TO MEET THE REQUIREMENTS OF TIHE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTIEM !NPDES) PROGRAM FOR CONSTRUCTION, CONSTRUCTION CONTRACTORS SHALL INSTALL AND MAINTAIN APPROPRIATE BEST MANAGEMENT PRACTICES !BMPsl, AS SHOWN IN THE EROSION AND SEDIMENT CONTROL PLAN, ON ALL CONSTRUCTION PROJECTS. BMPs SHALL BE INSTALLED IN ACCORDANCE WITH INDUSTRY RECOMMENDED STANDARDS, AND/OR IN ACCORDANCE WITH ANY GENERAL CONSTRUCTION PERMIT ISSUED BY THE STATE FOR THE PROJECT TO PREVENT ANY DISCHARGES FROM THE PROJECT SITIE OR INTO ANY STORM DRAIN FACILITIES. ALL SEDIMENTS, CONSTRUCTION MATERIALS, DEBRIS AND WASTIES, AND OTHER POLLUTANTS MUST BE RETAINED ON SITIE AND MAY NOT BE TRANSPORTED FROM THE SITIE VIA SHEET FLOW, SWALES, AREA DRAINS, NATURAL DRAINAGE COURSES, WIND, OR VEHICLE TRACKING. UNDER DIRECTION OF THE ENGINEER OF RECORD, EROSION AND /OR SEDIMENT CONTROL DEVICES SHALL BE MODIFIED AS NEEDED AS THE PROJECT PROGRESSES TO ENSURE EFFECTIVENESS. EROSION AND SEDIMENT CONTROL REQUIREMENTS ----' ,, REQUIREMENTS SPECIFIED BMPs BMP DETAILCS)/SHEET NUMBER 3201 ~ ' ~ ----w-----N-----N-----w-----w-----N-----N-----N-----N-- \ TRASH ENCL NEWPORT BL VD 3305 NEWPORT BLV • \ I / ---t----------1-7 ~ A. B. C. D. E. F. G. H. I. WIND EROSION BMPs !DUST CONTROU SHALL BE IMPLEMENTED. WE - 1 SEDIMENT CONTROL BMPs SHALL BE IMPLEMENTED AT THE SITIE PERIMETER, AT ALL OPERATIONAL STORM DRAIN INLETS SE -6, 7, 10 AND AT ALL NON-ACTIVE SLOPES. BMPs TO CONTROL OFF-SITIE SEDIMENT TRACKING SHALL BE IMPLEMENTED AND MAINTAINED. TC - 1 APPROPRIATE WASTE MANAGEMENT AND MATERIAL POLLUTION CONTROL BMPs SHALL BE IMPLEMENTIED TO PREVENT WM -1, 2, 3, 4, 5, 6, 8, 9 THE CONTAMINATION OF STORMWATER BY WASTES AND CONSTRUCTION MATIERIALS. APPROPRIATIE NON-STORMWATIER BMPs SHALL BE IMPLEMENTIED TO PREVENT THE CONTAMINATION OF STORMWATER NS -1, 3, 6, 8, 9, 10, 12, 13, 14 FROM CONSTRUCTION ACTIVITIES. ADEQUATE PHYSICAL OR VEGETATION EROSION CONTROL BMPs !TEMPORARY OR PERMANENT) SHALL BE INSTALLED AND N/A ESTABLISHED FOR ALL COMPLETED SLOPES. IF A SELECTIED BMP FAILS, IT MUST BE REPAIRED AND IMPROVED, OR REPLACED WITH AN ACCEPTABLE ALTIERNATIE AS SOON AS IT IS SAFE TO DO SO. THE FAILURE OF A BMP MAY INDICATIE THAT THE BMP, AS INSTALLED, WAS NOT ADEQUATIE FOR THE CIRCUMSTANCES IN WHICH IT WAS USED. REPAIRS OR REPLACEMENTS MUST RESULT IN A MORE ROBUST BMP, OR ADDITIONAL BMPs SHOULD BE INSTALLED TO PROVIDE ADEQUATE PROTECTION. ADEQUATE EROSION AND SEDIMENT CONTROLS MUST BE IMPLEMENTED PRIOR TO THE ONSET OF A STORM EVENT FOR SE -6, 7, 10 ALL ACTIVELY GRADED AREAS. A DISTURBED AREA THAT IS NOT COMPLETIED BUT THAT IS NOT BEING ACTIVELY GRADED !NON-ACTIVE AREAl SHALL SE -6, 7, 10 BE FULLY PROTECTIED FROM EROSION WITH THE REFERENCED TEMPORARY AND /OR PERMANENT BMPs !EROSION AND SEDIMENT CONTROU. THE ABILITY TO DEPLOY STANDBY BMP MA TIERIALS IS NOT SUFFICIENT FOR THESE AREAS. EROSION AND SEDIMENT CONTROL BMPs MUST ACTUALLY BE DEPLOYED. THIS INCLUDES ALL BUILDING PADS, UNFINISHED ROADS AND SLOPES. SEDIMENT CONTROL BMPs SHALL BE IMPLEMENTED AT THE SITE PERIMETER, AT ALL OPERATIONAL STORM DRAIN INLETS AND AT ALL NON-ACTIVE SLOPES. SUFFICIENT MA TIERIALS NEEDED TO INSTALL REFERENCED STANDBY EROSION AND SEDIMENT CONTROL BMPs NECESSARY SE -6, 7, 10 TO COMPLETELY PROTIECT THE EXPOSED PORTIONS OF THE SITIE FROM EROSION AND TO PREVENT SEDIMENT DISCHARGES SHALL BE STORED ON SITIE. AREAS THAT HAVE ALREADY BEEN PROTIECTED FROM EROSION USING PERMANENT PHYSICAL STABILIZATION OR ESTABLISHED VEGETATION STABILIZATION BMPs ARE NOT CONSIDERED ''EXPOSED" FOR PURPOSES OF THIS REQUIREMENT. □ ' ,-------------'""--------==~-=-------~ □ □ □ I NOTIE: FOR RISK LEVEL 2 AND 3 SITES, THERE SHALL BE A "RAIN EVENT ACTION PLAN" AND THE ABILln' TO DEPLOY STANDBY EROSION AND SEDIMENT CONTROL BMPs AS NEEDED TO COMPLETELY PROTIECT THE EXPOSED PORTIONS OF THE SITIE WITHIN 48 HOURS OF A PREDICTIED STORM EVENT!A PREDICTIED STORM EVENT IS DEFINED AS A FORECASTIED 50% CHANCE OF RAIN). ----1-_ ---- -----S -----SD -7---=....-=._-:._ &) ~_-_::: _::------G-----G-G I HEREBY CERTIFY THAT I HAVE READ AND UNDERSTAND THE REQUIREMENTS IN THE CONSTRUCTION GENERAL PERMIT AND THAT THE EROSION CONTROL PLANS AND BMPs SHOWN HEREON ARE IN COMPLIANCE WITH THESE REQUIREMENTS. CORRUGATED STEEL PANELS 12" MIN, UNLESS OTHER\\1SE SPECIFIED BY A SOILS ENGINEER SECll0N A-A NTS ORIGINAL GRADE 24' MIN. CRUSHED AGGREGATE GREATER THAN 3" BUT SMALLER THAN 6" FILTER FABRIC 12" MIN, UNLESS OTHER\\1SE SPECIFIED BY A SOILS ENGINEER SECTION B-B NTS CORRUGATED STEEL PANELS ORIGINAL GRADE t AS REQUIRED TO I10' MIN OR ACCOMMODATE ANTICIPATED TRAFFlC, WHICHEVER IS GREATER EROSION CONTROL 1. 2. 3. TEMPORARY EROSION CONTROL PLANS ARE REQUIRED FROM OCTOBER 15 TO MAY 15. EROSION CONTROL DEVICES SHALL BE AVAILABLE ON-SITE BETWEEN OCTOBER 15 AND MAY 15. BETWEEN OCTOBER 15 AND MAY 15, EROSION CONTROL MEASURES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHENEVER THE FIVE-DAY PROBABILITY OF RAIN EXCEEDS 30 PERCENT. DURING THE REMAINDER OF THE YEAR, THEY SHALL BE IN PLACE AT THE END OF THE WORKING DAY, WHENEVER THE DAILY RAINFALL PROBABILITY EXCEEDS 50 PERCENT. 4. TEMPORARY DESILTING BASINS, WHEN REQUIRED, SHALL BE INSTALLED AND MAINTAINED FOR THE DURATION OF THE PROJECT. 5. CONTRACTOR WILL BE RESPONSIBLE FOR KEEPING STREETS AND ALLEY CLEAN. USE A STREET SWEEPER WHEN NEEDED. EROSION CONTROL NOTES CD INSTALL GRAVEL BAG BARRIER, 2 BAGS HIGH, PER CASQA BMP SE-6 AND DETAIL 1 AS SHOWN HEREON. REPLACE GRAVEL BAGS WHEN THEY BREAK. 0 INSTALL STABILIZED CONSTRUCTION ENTRANCE/EXIT PER CASQA BMP TC-1 AND DETAIL 2 AS SHOWN HEREON. G) INSTALL STORM DRAIN INLET PROTIECTION PER CASQA BMP SE-10 AND DETAIL 3 AS SHOWN HEREON. LEGEND < o o o o o a o o 1-GRAVEL BAGS FLOW DIRECTION SIGNED BY: _____________________ _ QSD NUMBER: ___________________ _ IN CASE OF AN EMERGENCY, THE RESPONSIBLE PERSON TO BE CONTACTIED SHALL BE: NAME: ______________________ _ TITLE: ______________________ _ COMPANY: ____________________ _ 24-HR PHONE NO.: __________________ _ A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. NECESSARY MATIERIAL SHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TIEMPORARY DEVICES OR TO REPAIR ANY DAMAGED EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE Cln' INSPECTOR. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY, WHEN THE FIVE-DAY RAIN PROBABILITY FORECAST EXCEEDS 30 PERCENT. AFTIER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS AND DESIL TING BASINS. ANY GRADED SLOPE SURFACE PROTIECTION MEASURES DAMAGED DURING A RAINSTORM SHALL ALSO BE IMMEDIATELY REPAIRED. THE FACES OF CUT AND FILL SLOPES SHALL BE PREPARED AND MAINTAINED TO CONTROL AGAINST EROSION. EROSION PROTECTIONS SHALL CONSIST OF EFFECTIVE PLANTING OF ALL SLOPES IN EXCESS OF FIVE !5l FEET HIGH UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. SLOPES EXCEEDING FIFTIEEN !15) FEET HIGH MAY REQUIRE AN ADEQUATE SPRINKLER SYSTIEM, AS DETERMINED BY THE CITY ENGINEER. THE SLOPE PROTECTION SHALL BE INSTALLED AS SOON AS PRACTICABLE AND PRIOR TO CALLING FOR FINAL INSPECTION. FILL SLOPES AT THE TRACT PERIMETER MUST DRAIN AWAY FROM THE TOP OF THE SLOPE AT THE CONCLUSION OF EACH WORKING DAY. A 24 HOUR GUARD SHALL BE POSTIED ON THE SITE WHENEVER THE DEPTH OF WATER IN ANY DEVICE EXCEEDS TWO FEET. PLACEMENT OF DEVICES TO REDUCE EROSION DAMAGE WITHIN THE TRACT MUST BE SHOWN ON THE PLAN. GRADING PERMITS WILL NOT BE ISSUED WITHOUT AN APPROVED EROSION CONTROL PLAN. EROSION CONTROL SHALL BE IMPLEMENTED DURING THE RAINY SEASON !OCTOBER 1 THROUGH APRIL 30l. ALL PROVISIONS OF THE PROJECT STORM WATER POLLUTION PREVENTION PLAN !SWPPP) ON FILE WITH THE STATE WATER BOARD AND AVAILABLE AT https: //smarts.waterboards.ca,qove/smarts/faces/SwPublicUserMenu.jsp, APPLICATION ID 439649, MUST BE COMPLIED WITH AND ARE AN INTEGRAL PART OF THESE PLANS. A HARD COPY OF THE SWPPP DOCUMENT OR AN ELECTRONIC VERSION MUST BE READILY AVAILABLE ON SITIE AT ALL TIMES. "' • .,, f,i "' I a :5 [L I 8 "' a a "' ::; ;;- 's; u _, "' --a O z "'< >~ a 3,-z . ~c ~ _Q ~3,-,. !;l ~;3- "' " " ~< <u Z / C: "' 50' MIN. ~ ~ OR FOUR llMES THE CIRCUMFERENCE • 8 8 a MATCH OF THE LA~~~~E~s;~~~~~.\k~HICLE llRE, 8 11 0 11 0 0 ,. STORM DRAIN INLET PROTIECTION CONSTRUCTION FENCE ~ § "' a EXISllNG PLAN These Record Drawings have been prepared based on information submitted, in part, by others. While this :5 ~ GRADE NTS B?i11111111111'5?il information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for c_"' 0 -----------~-------------t@j ~ CONSTRUCTION ENTRANCE/EXIT errors or omissions which may have been incorporated into these plans as a result. ~ l !>! .3--------------------------------------------------------------------------------------------------~ o "' 'btn.. REVIEWED: o: ~ _YJ.-l'-~Stantec ~? .........,. ~ EROSION CONTROL a ,. 46 DISCOVERY, STE. 250 (949) 474-1400 TEL ~ ~ IRIIINE, CA 92618 (949) 261-8482 FAX ANDYANRCE6367() ~ ~ NTS l li z ' GRAPHIC SCALE 30 UNDER THE SUPERVISION OF: SENIOR CIVIL ENGINEER §! ~ '--+------l---------------------+-----/-:=::::-:::;:-----,;:;:-:-:::::-----t------------------------,--------7~"' ,-DESIGNED: DRAWN: ID 0 I I >-'° JWW DML DML AAK o: ,:;_ r--------------, a a CHECKED: DA TIE: SHEET OF !!a ~ 10 0 10 SCALE: 1'' = 1 o· JE R.C.E. 63466 DATE 09/30/16 RECORD DRAWING NO. DATE DESCRIPTION OF REVISIONS APPROVED MRH 11 23 15 w "' ~------------------------------------------------------------~~----------------~--------~-~----~-------------------~--~----~--~~~~---------------------~------~z a 30 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6023-S NEWPORT BOULEVARD WIDENING C-4881 HORIZONTAL CONTROL PLAN 14 RECORD DRAWINGS ClElVE DATA CURVE LENGTH RADIUS DELTA TANGENT CURVE LENGTH C1 39.70' 20.00' 113'43'33" 30.64' C39 32.13' C2 57.51' 58.50' 56"19'30" 31.32' C40 8.05' C3 60.84' 860.00' 4'0313" 30.43' C41 7.39' C4 234.03' 2837.04' 4'43'35" 117.08' C42 7.07' C5 65.78' 35.00' 107'41 '04" 47.90' C43 16.54' C6 39.25' 25.00' 89'57'00" 24.98' C44 13.52' Cl 88.93' 474.00' 10'45'01" 44.60' C45 74.45' CB 80.50' 80.00' 57'39'10" 44.03' C46 73.97' C9 30.11' 676.00' 2'33'08" 15.06' C47 63.00' C10 86.18' 772.00' 6'23 '46" 43.13' C48 12.95' C11 249.07' 2837.04' 5'01 '48" 124.61' C49 11.86' C12 14.00' 12.00' 66'51 '44" 7.92' C50 89.66' C13 23.67' 14.00' 96'52'55" 15.79' C51 36.65' C14 110.59' 2799.04' 2'15'50" 55.30' C52 42.77' C15 66.20' 342.00' 11'05'23" 33.20' C53 65.13' C16 6.28' 2.00' 180'00'00" INFINITY' C54 73.07' C17 66.97' 346.00' 11'05'23" 33.59' C55 23.09' C18 73.40' 2803.04' 1'30'01" 36.70' C56 6.28' C19 233.08' 2812.04' 4'44'57" 116.61' /1,( t-----+----t---+----+------, C57 53.31' C20 6.28' 2.00' 180'00'00" INFINITY' C58 96.39' C21 195.12' 2808.04' 3'58 '52" 97.60' C59 6.28' C22 128.01' 2784.04' 2'38'04" 64.02' C60 88.13' C23 92.10' 825.00' 6'23 '46" 46.10' C61 106.68' C24 24.24' 623.00' 2'13'44" 12.12' C62 74.28' C25 6.28' 2.00' 180'00'00" INFINITY' C63 65.27' C26 24.39' 627.00' 2'13'44" 12.20' C64 182.52' C27 91.65' 821.00' 6'23 '46" 45.87' C65 15.64' C28 83.20' 2788.04' 1'42'35" 41.60' C66 23.43' C29 98.60' 2797.04' 2'0111" 49.30' C67 106.81' C30 7.94' 10.00' 45'28'58" 4.19' C68 136.37' C31 7.94' 10.00' 45'28'58" 4.19' C69 13.29' C32 30.27' 25.00' 69'22'33" 17.30' C70 11.48' C33 62.19' 306.00' 11'38'38" 31.20' C71 29.18' C34 15.09' 2763.04' 0'18'47" 7.55' C72 20.82' C35 80.19' 2763.04' 1'39'46" 40.10' C73 32.56' C36 16.82' 10.00' 96'21 '52" 11.18' C74 111.04' C37 25.16' 17.00' 84'48'15" 15.52' C75 368.70' C38 181.93' 2763.04' 3'46'21" 91.00' C76 116.89' CURVE DATA RADIUS DELTA TANGENT 22.00' 83'41 '21" 19.70' 423.00' 1'05'27" 4.03' 10.00' 42'19 '09" 3.87' 10.00' 40"30'58" 3.69' 418.00' 2'16'00" 8.27' 8.50' 91 '07 '32" 8.67' 45.00' 94'47'36" 48.93' 865.00' 4'53'58" 37.01' 2744.04' 1'18'56" 31.50' 50.00' 14'50'20" 6.51' 50.00' 13'35'10" 5.96' 2732.04' 1'52 '49" 44.83' 25.00' 84'0012" 22.51' 25.00' 98'01 '46" 28.77' 2744.04' 1'21 '36" 32.57' 1191.00' 3'30'55" 36.55' 75.00' 17'38'12" 11.64' 2.00' 180'00'00" INFINITY' 2793.08' 1'05 '37" 26.65' 2788.04' 1'58'51" 48.20' 2.00' 180'00'00" INFINITY' 2784.04' 1'48'50" 44.07' 1151.00' 5'18'38" 53.38' 939.00' 4'31 '56" 37.16' 1150.00' 3'15 '07" 32.64' 1265.00' 876'01" 91.42' 10.00' 89'36 '01" 9.93' 15.00' 89'3018" 14.87' 2837.04' 2'09'26" 53.41' 1225.00' 6'22'42" 68.26' 50.00' 15'13'40" 6.68' 50.00' 13'09'23" 5.77' 1217.00' 1'22 '26" 14.59' 1198.01' 0'59'44" 10.41' 25.00' 74'37'33" 19.05' 348.00' 18'16'55" 56.00' 2805.04' 7'31 '52" 184.62' 629.00' 10'38'50" 58.61' I) CURVE DATA CURVE LENGTH RADIUS DELTA TANGENT C77 91.43' 819.00' 6'23'46" 45.76' C78 385.41' 2790.04' 7'54'53" 193.01' C79 64.25' 1145.00' 372'55" 32.14' C80 142.56' 1268.00' 6'26'29" 71.35' C81 168.45' 1147.00' 8'24'53" 84.38' C82 285.81' 450.00' 36'23'27" 147.91' C83 47.45' 30.00' 90'37'32 • 30.33' C89 16.49' 5.25' 180'00'00" INFINITY' \9+60.16\ JOIN ID \ 131'M3' LT 9+63.00 BC!\.\ 114.13' LT\..\ 9+38.28 ECR ~ 91.52' LT 9+18.56 JOIN IE) 96.59' LT • FINLEY A VENUE I I - - -3----:3----~-------~-----~-__ ,,..J=__ --~--N,-----N,- NEWPORT BL VD ~r ~ -~ ,-ii',,--- ----- -----I ,:: m -----+~ -=-.-.=W-----W-----W-----)t -----N .... • 3401 NEWPORT + -----w .=-:_:---w--: ::-w----;. ...- u u a. ' I I ~--IE) RMI i / S 1.REET "' u u..J "' u m w > 0 co < 33-2-5-3345 NEWPORT BL VD 19+24.57 BCR 56.95' LT 19+14.77 ECR 47.00' LT "" -=--~-E~:-w-- ~---B::.__:L::_VD 340 ( 3409 3413 3421 --~--:-_::e_ .::-__ 19+43.66 CR / Ii 3411 I 3415 w w CJ) I 0 0 + CX) T"'" < I- C/) w z -...J :c 0 ~ ~ IE) R Ml 61.91'LT I 3417 @@ ® 19+58.34 I ,eo+63.87 EC / ~•3•,,,-__~47:_:_.o:,,c.o,._' ~LT:,,J f 6.96' LT I co I C11 I 19+33.87 NEWPORT = ,ls-~ T C29 ..,_ C57 ,. ll!±9_§.1] -1J1---.... .... . ""' ..-co 0 . + -. !,;l 18+86.46 CR co "' ~ 58.02 RT _3.00'eU --Ttl r 19+1 .06 ECR ~ 80.27' RT ' .5 15. ~ g ~ .o· 2 19+13.35 ANG ~ z ;... ~ \ 91.20' RT + o "' -. NEWPORT BLV5.~ § \ 3300 0 +54.05 BCR 19+57.29 JOIN ID 96.00' RT FINLEY A VENUE "' r u "' u..J • <.O 0 .... Ce • "' :fl .... + "' ,l.26 20+51.67 PCC 46.00' RT These Record Drawings have been prepared bosed on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. co 40 21+18.91 BC 45.13' LT IE) R Ml 21+ 22123 EC I 45. 70' RT IE) R tvi, 22+31.51 BC / 42.31' RT \ I 22+53.45 EC JOIN ID SW 11 45.92' RT I 2 I I I I l \ GRAPHIC SCALE 0 40 C64 49.63' LT 23+33. 76 PCC 003.00' LT 23+ , 23+56.61 BCR JOIN ID SW 85.19' RT 3461-3475 NEWPORT BLVD 120 UNDER THE SUPERV1SION OF: 300 32ND ST. ID R/W NEWPORT BL VD 3011 r "' \ \ 12+29. 531 1 29.32 DIN IE) 5 .07' RT 3012 -- 3101 - •• JOIN LOCATIONS PER FIELD RJ'M)IONS.. ---G C81 --- .l!!..!L +50.00 1.00' LT I I I - 308 32ND ST. 38.59' RT 44+96.34 BCR IE> R/W O 40.09' RT 13+96.73 ECR 32.00' LT rn ---------- ~ 6..IIIEWP.OR=r s,,--ci g---..S 4 OD 31 ST STREET C21 ,__3.D()_'.,I.T-- -_,._ - - --~ "' 0 .... TR NS. #2 "' - LINE L1 L2 L3 L4 I /: I I LtlE DATA LENGTH BEARING 17.53' N53'37'06"E' 20.37' S12'39 '21 ''E' 84.18' N3'14'58''W' 10.00' S69'44'21 ''W' LINE L13 L14 L15 L16 ---· L5 13.27' S36'18'20"E' L18 L6 12.80' N53'44'40"E' L19 L7 11.92' N10'45'37''W' L20 LB 7.89' N56'06'07"E' L21 L9 13.30' S27'00'58"E' L22 L10 9.32' N63'49'04"E' L23 L11 2.85' N89'4814''W' L24 L12 3.00' S89'49 '54 "E' L25 47+88.60 JOIN ID 38.50' RT 48+68.60 38.50' RT I I I I I 32ND LtlE DATA LENGTH BEARING 49.46' N87'35 '41 'I:' 29.98' S89'51 '53 "E' 8.00' N86'53 '45 ''W' 36.43' N19'09 '08 ''E' 21.78' N74'0614''W' 110.69' N5'36'08''E' 41.99' S11'04'47"W' 79.86' N5'36'08''E' 76.96' N10'08 '04 ''E' 22.97' N68'07'09 ''W' 6.32' N81'34'20''W' 4.70' S81'34'20"E' >- I I I I I >- I I I C45 ,If, 47+01.19 BCR 26.65' LT 47+08.72 JOIN IE) 48+68.60 15.55' LT or--w- l l ! : / STREET LtlE DATA LINE LENGTH BEARING L26 52.85' N11'04'47"E' L27 20.24' N10'31 '35"W' L28 2.08' N72'27 '40 ''W' L29 71.71' N7'41 '51 "E' L30 147.26' N9'4014"E' L31 147.14' N27'03 '59 ''W' L32 437.70' N53'44'40"E' L33 328.23' S89'51 '53 "E' L36 10.00' N53'04 '32 "E' L37 9.00' S89'49 '54 "E' L38 112.49' N23'14'20"E' ONTROL FOR PARKING L~T !TE? LOT PLAN, SHEET 20 / IW / ~ {) "' 0 r--Ce • "' ~ .... + "' -----"?,>-CC;------~~---1_ ""j_------y-.t._,.c .. __ -----11i--- 3305 3315 ~ 0 iii Ql 16+69.83 PCC 47.00' LT ID R Ml C11 . . "' -ft/ "' TY-- u r u "' a. . ,,, 0 co Ce <»~ "' + "' -1\lt-u r u..J "' -;,. ~ "' ~ r....: + .... r--- 0, Cl) I 3300 NEWPORT BLVD. Iii> z~~-- ' GENERAL HORIZONTAL NOTES: ® CONSTRUCT MEDIAN TAPER PER STD. PLANS FOR PUBLIC WORKS CONSTRUCTION PLAN 140-3. W AND L PER PLAN. 30 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6023-S NEWPORT BOULEVARD WIDENING C-4881 STREET PLAN AND PROFILE 15 RECORD DRAWINGS I------, 10 ...J N L... """ ...J -D.57% -024% 9"-.. 3, --□20% CONSTRUCTION NOTES CD CONSTRUCT 2" ARHM OVER 4' HMA OVER 4.5" CMB OVER COMPACTED SUBGRADE. SEE NOTE 1 ON SHEET 2 REGARDING SUBGRADE STABILIZATION AND NOTE 2 ON SHEET 2 FOR PAVEMENT SECTIONS OVER BURIED PCC PAVEMENT. 0 COLD MILL EXISTING AC PAVEMENT (VARIABLE DEPTH, 1" MINJ. AFTER GRINDING, SEAL CRACKS 1/8-INCH WIDE AND GREATER WITH A CRACK SEALANT, CLEAN LOOSE DEBRIS FROM SURFACE, AND APPLY A TACK COAT CONSISTING OF A 0.1 GALLON PER SQUARE YARD APPLICATION OF SS-1. G) CONSTRUCT 8" AND VARIES (10.5" MAXJ PCC CURB AND GUTTER (TYPE Al PER CITY OF NEWPORT BEACH DWG. NO. STD-182-L. PROPOSED W'L Y -□.63% -++-PtH~=''---------Fl~\-\c,'-F-\d--dt±J---t------------+------_J_-'--'-'sLL----'-'--"f'--'-'._-'-'---'--l_--+---f'-P<~~'+-f',/c-lf+-="------+-+'\-Y+----V-.Jbbl--1-f-b-/l--+k-==--+--------fr'.267o-a © CONSTRUCT 8" PCC CURB (TYPE Bl PER CITY OF NEWPORT BEACH DWG. NO. STD-182-L AND NOTE 6 ON SHEET 2. t------, 10 - . To 0-:-□-IJ; --------, _____ _ +-+---------1------f \f/--F--+-+t-A-N----+G.l------\-1'"\---+-,-F-+--'HA/-'l-¥---t+-'------fl}f-"-f-'l----1---H -0.09% -0.09% -----------_____ J ® CONSTRUCT 4" PCC SIDEWALK PER CITY OF NEWPORT BEACH DWG. NO. STD-180-L AND DETAIL 7 ON SHEET 8. ® CONSTRUCT PCC CURB RAMP PER CITY OF NEWPORT BEACH DWG. NO. STD-181-L-B (CASE HI AND DETAIL SHOWN ON PLAN. (j) CONSTRUCT PCC CURB RAMP PER CITY OF NEWPORT BEACH DWG. NO. STD-181-L-B (CASE Kl AND DETAIL SHOWN ON PLAN. ® CONSTRUCT 6" PCC LOCAL DEPRESSION PER CITY OF NEWPORT BEACH DWG. NO. STD-304-L AND DETAIL SHOWN ON PLAN. OPOSED L)f--c.' =;----+[---JtX+'-IS,--+tf\-th-t--+-'-t-----¥-~--~=-+-TR-A-NS-ITIO-N------+--~---j----J(--t-'-,i--tf\ti--,--------\1\rtt--'f--------+-===.=-r------.=-..,----;-,-+--------+----~~-0 ---------t------------j 0 ® CONSTRUCT 2" ARHM OVER 6" HMA SLOT PAVEMENT. WIDTH SHALL BE 1' UNLESS OTHERWISE SHOWN. SEE NOTE 2 ON SHEET 2 FOR PAVEMENT SECTIONS OVER BURIED PCC PAVEMENT. ~---~ 10 I------, 10 MEDIAN TC (10' CF) S @ ME o· CF TD 6" CF 0 ::a "' v "' ,... N m 0 --<Xi 10+00 u "' .,; + 0 - ,... N <Xi "' --c "' <D '° N m 0 0 <Xi 0.45; u -a. co N + 0 11+00 "' "' "' <D "' "' "' 0 u "' i-LJ... n . ,._ m -0 ~ + ::g = + L... <D N (.!) "' 0 <.5 0 co m + ,-.. -"' -<O - 12+00 "' (.!) ED E 'LY AN IC7l -0.09% L 13+00 14+00 - w 0 ::a u "' ~ st + ,-.. -.,; ~ -co j: 14+43.65 15+51.92 1.61 FS <Dz L... " N 15+00 0 0:: a. "' co u m <O N ------------ E 'LY 16+00 17+00 co <.5 . ,... "' co + co -,-.. '-" 18+00 @) CONSTRUCT 8" PCC BIKE LANE WITH 8" AND VARIES (10.5" MAXI MONOLITHIC CURB PER DETAIL 1 ON SHEET 8. @ CONSTRUCT 6" PCC COM MERICAL DRIVEWAY APPROACH (TYPE II OVER 4" CMB PER CITY OF NEWPORT BEACH DWG. NO. STD-160-L-A AND DETAIL 2 ON SHEET 8. @) SAWCUT AND REMOVE EXISTING AC PAVEMENT, BASE, PCC, AND/OR SUBGRADE TO 2'-6" BELOW PROPOSED TOP OF CURB AND REPLACE 111TH CLASS A TOPSOIL. @) CONSTRUCT 6" PCC ALLEY APPROACH OVER 4' CMB 1'11TH INTEGRAL CURBS PER CITY OF NEWPORT BEACH DWG. NO. SID-142-L TYPE A AND DETAIL 2 ON SHEET 8. @ CONSTRUCT 9" PCC BUS TURNOUT (TYPE Al OVER 6" CMB WITH 8-INCH MONOLITHIC CURB PER DETAIL 4 ON SHEET 8. @ CONSTRUCT 6" PCC COM MERICAL DRIVEWAY APPROACH (TYPE 1111 OVER 4" CMB PER CITY OF NEWPORT BEACH DWG. NO. STD-166-L-A AND DETAIL 2 ON SHEET 8. @ CONSTRUCT 2" ARHM OVERLAY OVER HMA !VARIABLE DEPTH, 1" MINI LEVELING COURSE. @ INSTALL FIRE HYDRANT PER CITY OF NEWPORT BEACH DWG. NO. SID-500-L. @ CONSTRUCT 8" PCC VALLEY GUillR OVER 6" CMB PER DETAIL 3 ON SHEET 8. @ CONSTRUCT 6" PCC CURB (TYPE Bl PER CITY OF NEWPORT BEACH DWG. NO. STD-182-L AND NOTE 6 ON SHEET 2. @ INSTALL 3" IRRIGATION SLEEVE PER DETAIL 6 ON SHEET 8. LINEWORK SHOWN ON PLANS IS SKEMATIC, ACTUAL LOCATION PER IRRIGATION PLANS. @ CONSTRUCT 6" AND VARIES (6" TO 7.9" MAXI PCC CURB AND GUTTER (TYPE Al PER CITY OF NEWPORT BEACH DWG. NO. STD-182-L. NEWPORT BL VD SEE SHEET 17 32ND STREET ~ CONSTRUCT 10" PCC CURB !TYPE Bl PER CITY OF NEWPORT BEACH \::Y DWG. NO. STD-182-L AND NOTE 6 ON SHEET 2. @ CONSTRUCT ASPHALT CONCRETE PAVEMENT REPAIR PER SPPWC STD. NO. 133-3, CASE 1. FINAL PAVEMENT SECTION SHALL BE CONFIRMED BY ENGINEER IN FIELD, CONTRACTOR SHALL ASSUME 6' THICKNESS FOR BIDDING PURPOSES. ' "' CURB RETURN #1 SEE SHEET 18 ---- • ----- 2919 I ;,-,,-,,--,1 2920 NEWPORT BLVD. ,: ~ 1: I I I f I ; I I 30TH STREET These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. \ \ \ 40 0 m .,; . 00 N + II ~ 3: \ GRAPHIC SCALE 0 40 308 32ND ST. @ CONSTRUCT 8" PCC CURB AND GUTTER (TYPE Al WITH 2% GUTTER PAN PER CITY OF NEWPORT BEACH DWG. NO. STD-182-L. ~ @ REPLACE DAMAGED ARTIFICIAL TURF TO MATCH EXISTING. @ INSTALL AIR AND VACUUM RELEASE VALVE ASSEMBLY PER CITY OF W O T EACH DWG. NO. STD-515-L. 120 32ND STREET SEE SHEET 17 ........ "' "' "" -,..; "' II ~ 3: "' • -"' """ <D u "'::~7r1,-,f..,_,.., ... -e·: .... :.:= " •• i,:.. ••• DAYLIGHT LINE 3300 NEWPORT BLVD. ~ (E) R/W "' I 0 0 + • ~ ,... ~ (/') ~ -i ~ § 71 CONSTRUCT 6" PCC MODIFIED CURB AND GUillR PER DETAIL 10 ON SHEET 6. @ CONSTRUCT DRAINAGE APPURTENANCE PER STORM DRAIN PLAN. @ INSTALL ELECTRICAL APPURTENANCE PER ELECTRICAL PLANS. @ LANDSCAPING AND IRRIGATION PER LANDSCAPING AND IRRIGATION PLANS. @ CONSTRUCT TREE WELL PER LANDSCAPING AND IRRIGATION PLANS. SEE NOTE 5 ON SHEET 2 REGARDING CLASS A TOPSOIL. @ CONSTRUCT DECORATIVE PAVEMENT PER LANDSCAPING AND IRRIGATION PLANS. @ INSTALL TRAFFIC SIGNAL PER TRAFFIC SIGNAL MODIFICATION PLANS. UTILITY COMPANY DISPOSITION NOTES @ REMOVE AND RELOCATE TELECOMMUNICATIONS PEDESTAL BY AT&T. @ REMOVE AND RELOCATE ELECTRICAL VAULT VENT BY SCE. @ REMOVE AND RELOCATE GAS METER BY SCG. @ REMOVE AND RELOCATE GAS MONITORING WELL BY SCG. @ REMOVE AND RELOCATE TELECOMMUNICATIONS HANDHOLE BY TWC. NOTES TO CONTRACTOR 1. SEE SHEET 2 FOR NOTES TO CONTRACTOR. 2. ALL UTILITY ADJUSTMENTS SHALL BE PER THE DEMOLITION PLANS ON SHEET 9 AND 12 •• SEE TABLE ON SHEET 3 FOR GRADEBREAK ELEVATIONS. PAVEMENT LEGEND ARHM/HMA PAVEMENT tn?2J COLDMILL AND ARHM/HMA OVERLAY I .. : • . ··1 EXISTING PCC PAVEMENT BELOW AC PAVEMENT F : : : : : : : : I LANDSCAPING ~ .., >-' V) "' -I 5 ~ J a_ g ~ g r-- ~ ~ 'iii'.1--o O z "< >J 0 ~ z m -c J ~ ~~ :> 11 ~ 9-V) 0 0 ~ ZS Z / C: "' C ~~ ~~ 18 V) 0 z "' < <O J o a_~ f-~ ~.; ::> u ~~ ~-~~~------------~---------~-~---~-------------------~---~---------~-----------------------------~o ~ '~ RE~EWED: "' o -H' ,_ C, Stantec : ? ............, ~ NEWPORT BLVD FROM 30TH STREET TO STA 18+00.00 ~ ~ 46 DISCOVERY, SlE. 250 (949) 474-1400 m ;; , . IRI/INE, CA 92618 (949) 261-8482 FAX ANDYANRCE63670 ~ ;ii & 09/30/16 RECORD DRAWING SENIOR CIVIL ENGINEER !s ':'! i....==-l-----ll---------------------+----r::-=:=::::::----r:-::--:-::-:-:----+-----------------------,-------7J ~ DESIGNED: DRAWN: ., 0 ff 23 f'.i & 01/25/16 BULLETIN 1 JWW/DML DML/AAK ii:~ f----------1 0 O UNDER THE SUPER~SION OF: SCALE: 1" = 40' JE EY W. WILKERSON R.C.E. 63466 DATE NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DATE: / SHEET OF !l, ~ c._ ____________________________________________________________ ....L--"'-----------------..L_ ________ _[_ _ _,_ ____ _,_ ___________________ ..L_ __ ---1 ___ __:_::M~RHc:1... _ __:..:11"-=-23=.:.1~5c_ _____________________ L_ ______ _J~~ 30 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6023-S NEWPORT BOULEVARD WIDENING C-4881 STREET PLAN AND PROFILE 16 RECORD DRAWINGS _J c._ 0 (D "' (D "' c:,:, I------, 10 ci f-0 "' 0 0 u N Cl() <D r-: r----<Xl -ft.-2{)-% (D c:,:, 0 0 0 ~ 0 u t------, 10 0 <D ,..., + "' "' -<Xl <Xl oci - G: "' 0 ,-.. c.5 a::: w c.5 0 ,-.. f-:,: -[Il 0 + !:f 0::: w <Xl r-: "' -r---u "' "itgJ% u <Il "' en 0 ::e en "? u O> 5 ,_ Ol O + ,_,, ~ro-CO c._ °" r---z Cl() [Il -r-: F' t;; ,..., ~-0::::r: oci "' + r---"" w "' CC! ::::) u.J % ..-cdO>. -<Xl 6"-8" _J u _J _J c._ a. [Il ~u "' [Il Cl() r--- + ,..., 0 0 0 0 0 " N Cl() ,.90% 0.20% N CXJ FL ELEV. FOR B S TURNOUT FLOWLINE N C() N cxj .-H------A--'_20%c-+--/-~_,_ ___ -+--------------t------------+--------------t------------+-----------, -0.17% _ 0.20% EXIS-fl"'++-=---------+--------+--------+---------+-----------1 -0.24% CONSTRUCTION NOTES CD CONSTRUCT 2" ARHM OVER 4" Ht.IA OVER 4.5" Ct.tB OVER COMPACTED SUBGRADE. SEE NOTE 1 ON SHEET 2 REGARDING SUBGRADE STABILIZATION AND NOTE 2 ON SHEET 2 FOR PAVEMENT SECTIONS OVER BURIED PCC PAVEMENT. 0 COLD MILL EXISTING AC PAVEMENT !VARIABLE DEPTH, 1" MINJ. AFTER GRINDING, SEAL CRACKS 1 /8-INCH WIDE AND GREATER WITH A CRACK SEALANT, CLEAN LOOSE DEBRIS FROM SURFACE, AND APPLY A TACK COAT CONSISTING OF A 0.1 GAULON PER SQUARE YARD APPLICATION OF SS-1. G) CONSTRUCT 8" AND VARIES (10.5" MAXJ PCC CURB AND GUTTER !TYPE Al PER CITY OF NEWPORT BEACH DWG. NO. STD-182-L. © CONSTRUCT 8" PCC CURB !TYPE Bl PER CITY OF NEWPORT BEACH DWG. NO. STD-182-L AND NOTE 6 ON SHEET 2. ® CONSTRUCT 4" PCC SIDEWALK PER CITY OF NEWPORT BEACH DWG. NO. STD-180-L AND DETAIL 7 ON SHEET 8. ® CONSTRUCT PCC CURB RAMP PER CITY OF NEWPORT BEACH DWG. NO. STD-181-L-B !CASE Hl AND DETAIL SHOWN ON PLAN. "-&.-2-0-% .20. r ------~~E ~~::::::::.:5:===::.=:~~=-=-=-=-::r;-:::-:::1-----+--+-----+------tt-.i-0-% .05% (j) CONSTRUCT PCC CURB RAMP PER CITY OF NEWPORT BEACH DWG . NO. STD-181-L-B (CASE Kl AND DETAIL SHOWN ON PLAN. ~---~ 10 I------, 10 EXISTTT'JG u w en en u en • >- u u a. <Il c:,:, N ~ 0 ui 0 + ;,; 0 0 + -N -0.08% u u w <Il en 0 u .... u N u -+ ,..., en en 0 r---+ + --r--- oci N <Xl N <Xl .05% 0.20% -------- • ------------ u c:,:, a. <D 0, ~ ... ~ ~ + .... + "' "' 0 ,..., 0 -------0.03% ---- <O u ~ f- + r---... 0 u ::e N o, SCALE: ® CONSTRUCT 6" PCC LOCAL DEPRESSION PER CITY OF NEWPORT BEACH DWG. NO. STD-304-L AND DETAIL SHOWN ON PLAN. ® CONSTRUCT 2" ARHM OVER 6" HMA SLOT PAVEMENT. WIDllH SHALL BE 1' UNLESS OTHERWISE SHOWN. SEE NOTE 2 ON SHEET 2 FOR PAVEMENT SECTIONS OVER BURIED PCC PAVEMENT. @) CONSTRUCT 8" PCC BIKE LANE WlllH 8" AND VARIES (10.5" MAX! MONOLlllHIC CURB PER DETAIL 1 ON SHEET 8. @ CONSTRUCT 6" PCC COM MERICAL DRIVEWAY APPROACH !TYPE ll OVER 4" CMB PER CITY OF NEWPORT BEACH DWG. NO. STD-160-L-A AND DETAIL 2 ON SHEET 8. @) SAWCUT AND REMOVE EXISTING AC PAVEMENT, BASE, PCC, AND/OR SUBGRADE TO 2'-6" BELOW PROPOSED TOP OF CURB AND REPLACE YATH CLASS A TOPSOIL. @ CONSTRUCT 9" PCC BUS nJRNOUT !TYPE Al OVER 6" CMB WlllH 8-INCH MONOLlllHIC CURB PER DETAIL 4 ON SHEET 8. @ CONSTRUCT 9" PCC BUS nJRNOUT !TYPE Bl OVER 6" CMB AND 6-INCH MONLlllHIC CURB PER DETAIL 5 ON SHEET 8. @ COLD MILL EXISllNG PCC PAVEMENT !VARIABLE DEPllH, 1" MIN!. AFTER GRINDING, SEAL ALL PCC JOINTS AND CRACKS 1 /8-INCH WIDE AND GREATER WITH A PCC JOINT SEALANT, CLEAN LOOSE DEBRIS FROM SURFACE, AND APPLY A TACK COAT CONSISTING OF A 0.1 GALLON PER SQUARE YARD APPLICATION OF SS-1. @ CONSTRUCT 2" ARHM OVERLAY OVER HMA (VARIABLE DEPllH, 1" MIN! LEVELING COURSE. @ INSTALL FIRE HYDRANT PER CITY OF NEWPORT BEACH DWG. NO. ST0-500-L. @ CONSTRUCT PCC CURB RAMP PER CITY OF NEWPORT BEACH DWG . NO. STD-181-L-B CASE I AND DETAIL SHOWN ON PLAN. ------v.43i.---------------% 1.45% 0.29% 0.20% HORIZ: 1 "=40' @ CONSTRUCT 6" PCC CURB !TYPE Bl PER CITY OF NEWPORT BEACH DWG. NO. STD-182-L AND NOTE 6 ON SHEET 2. 18+00 lO ,- 1-w w :::c en w w en I 0 0 + CX) ,- <C I-- en w z -...I o 1- <C ~ J325-3345 NEWPORT B LS2 LS1 18+ 0.84 V.</"'-'DR./CB #6, W-7.0' 3300 NEWPORT BLVD. -0.20% 19+00 20+00 FINLEY A VENUE I 21+00 22+00 1,-,. __ ----------I ., I - ----•3401w-NEWPO~T~--r-W---..; _-__ -,_=-w: ---_-w--~ -w----.,.... ,._, -=--~-~ --w--BLVD c---+-_J I / _:=--·.;_-__ 340 ( 3409 3413 3421 ---- 1 11 3411 / 3415 I ®®Jcffi.l il I 3417 I I @ PLAN R o1 I J / !El R /W Cl() ,,., ,,., ...- "' 0, ui 0, 0 N "' + + 23+00 + + 19+92.20 DR I STORM DRAIN CULVERT CB 1/8, W=3.5' LS1 LS1 60 LS2 LS2 \ 0 NEWPORT BL VD 'i;;►---i-~---- I I CONSTRUCTED PER !El R /W i FIELD REVISIONS ,, & I '2. I I I I L \ 3461-3475 NEWPORT BLVD 24+00 25+00 26+00 SHORT STREET I ji / J / J J I I // / / --------------/ /' ~-_,' j f I 600 SHORT Sl I VIA LIDO ~-v-v-v--v--v-v-...-.,.-.,.-._,,.--.,,.--.,.-y--,--.._, CURB RAMP, SIDEWALK, AND CURB & & GUT!f~p ot<2_TRUCTED PER FIELD REVISIONS 1 ·-... . ·, • ~ .• .. ·,' ~ . ~-· . ' .. ----- VERT: 1 "=4' NOTES TO CONTRACTOR 1. SEE SHEET 2 FOR NOTES TO CONTRACTOR. 2. ALL UTIUTY ADJUSTMENTS SHALL BE PER THE DEMOLlllON PLANS ON SHEET 9 AND 12 @ INSTAUL 3" IRRIGATION SLEEVE PER DETAIL 6 ON SHEET 8. LINEWORK SHOWN ON PLANS IS SKEMATIC, ACTUAL LOCATION PER IRRIGATION PLANS. @ CONSTRUCT 6" AND VARIES (6" TO 7.9" MAX! PCC CURB AND GUTTER (TYPE Al PER CITY OF NEWPORT BEACH DWG. NO. STD-182-L. ® CONSTRUCT VARIABLE PCC CURB AND GUTTER ITYPE Al PER CITY OF NEWPORT BEACH DWG. NO. STD-182-L !FLOWLINE PER PROFILE, CURB HEIGHT TO MATCH EXISllNG SIDEWALK!. ® CONSTRUCT ASPHALT CONCRETE PAVEMENT REPAIR PER SPPWC STD. NO. 133-3, CASE 1. FINAL PAVEMENT SECTION SHALL BE CONFIRMED BY ENGINEER IN FIELD, CONTRACTOR SHALL ASSUME 6" THICKNESS FOR BIDDING PURPOSES. h<\ CONSTRUCT 8" PCC BIKE LANE WlllH 6" AND VARIES (6" TO 7.9" l;;!Y MAX! MONOLITHIC CURB PER DETAIL 1 ON SHEET 8. @ CONSTRUCT PLANTER WITH 6" RETAINING CURB. @ CONSTRUCT CONCRETE PAVEMENT REPAIR PER SPPWC STD. NO. 132-3. FINAL PAVEMENT SECllON SHALL BE CONFIRMED BY ENGINEER IN FIELD, CONTRACTOR SHALL ASSUME 6" llHICKNESS FOR BIDDING PURPOSES. ® CONSTRUCT 6" PCC CURB AND GUTTER !TYPE Al WlllH 2% GUTTER PAN PER CITY OF NEWPORT BEACH DWG. NO. STD-182-L. @ CONSTRUCT 8" PCC CURB AND GUTTER !TYPE Al WlllH 2% GUTTER PAN PER CITY OF NEWPORT BEACH DWG. NO. STD-182-L. @ INSTALL AIR AND VACUUM RELEASE VALVE ASSEMBLY PER CITY OF NEWPORT BEACH DWG. NO. STD-515-L. @ CONSTRUCT MOW CURB TO MATCH EXISllNG. @ CONSTRUCT DRAINAGE APPURTENANCE PER STORM DRAIN PLAN. @ INSTALL ELECTRICAL APPURTENANCE PER ELECTRICAL PLANS. @ LANDSCAPING AND IRRIGAllON PER LANDSCAPING AND IRRIGATION PLANS. @ CONSTRUCT TREE WELL PER LANDSCAPING AND IRRIGATION PLANS. SEE NOTE 5 ON SHEET 2 REGARDING CLASS A TOPSOIL. @ CONSTRUCT DECORAllVE PAVEMENT PER LANDSCAPING AND IRRIGA llON PLANS. @ INSTALL NEW BENCH AND TRASH RECEPTACLE PER LANDSCAPING AND IRRIGAllON PLANS. @ INSTALL TRAFFIC SIGNAL PER TRAFFIC SIGNAL MODIFICATION PLANS. UTILITY COMPANY DISPOSITION NOTES @ REMOVE AND RELOCATE GAS METER BY SCG. PAVEMENT LEGEND ARHM/HMA PAVEMENT v1/7/J COLDMILL AND ARHt.t/HMA OVERLAY I ... • .. ·'.1 EXISllNG PCC PAVEMENT BELOW AC PAVEMENT 1: : : : : : : : : 1 LANDSCAPING ~ .., >-' V) "' -I 5 ~ ...J a. g ~ g r-- ~ ~ 'iii'.1--o O z "< >...J 0 ~ z m -c ...J ~ ~~ :> 11 ~ 9-V) 0 0 ~ ZS Z / C: "' C ~~ ~~ 18 V) 0 z "' < "' ...J 0 a.~ f-~ ~.; ::> u , ~~ ~-~~~------------~---------~-~---~---------------------,----~---------~-----------------------------~o ~ '~ REVIEWED: "' o -H' ,_ C, Stantec : ? These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. 40 GRAPHIC SCALE 0 40 .,__ ~ NEWPORT BLVD FROM STA 18+00.00 TO VIA LIDO ~ ""'.:: 46 DISCOVERY, SlE. 250 (949) 474-1400 m ;; ,., IRI/INE, CA 92618 (949) 261-8482 FAX ANDYANRCE63670 ~ o:i 120 UNDER llHE SUPERVISION OF: SENIOR CIVIL ENGINEER !s ':'! 1---1------11----------------------+-----r::-=:=::::::---r:-::--:-::-:-:----+-----------------------,--------7...J ~ DESIGNED: DRAWN: ., 0 II 2 3 /'.i & 09/30/16 RECORD DRAWING JWW/DML DML/AAK ii:~ f-----------1 0 O SCALE: 1" = 40' JE Ey W. WILKERSON R CE 63466 DATE CHECKED: DATE: SHEET OF ~ !'.' • • • NO DATE DESCRIPTION OF REVISIONS APPROVED / ~ , c_--------------------------------------------------------------'-----"'-----------------..L_ ________ __[_ __ ·..L_ ___ -1 ___________________ _J._ ___ _j_ ___ ~M~RHc:1._ _ __:..:11"-=-23=.:.1~5c_ _____________________ L__ ______ _,~~ 30 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6023-S NEWPORT BOULEVARD WIDENING C-4881 17 STREET PLAN AND PROFILE RECORD DRAWINGS N "' z co (D u (D N ..,. 0 u u.J u (D co CONSTRUCTION NOTES CD CONSTRUCT 2" ARHM OVER 4" HMA OVER 4.5" CMB OVER COMPACTED SUBGRADE. SEE NOTE 1 ON SHEET 2 REGARDING SUBGRADE STABIUZATION AND NOTE 2 ON SHEET 2 FOR PAVEMENT SECTIONS OVER BURIED PCC PAVEMENT. ci 0 u 0 + 0 .... .,-, "' 8 ~u~~ +f:8~w ~~~ 1----------+--------------t-----------+-----------N tl=-i:,~-~l,~as-H:::--f -----;;;o,tt:;~_ f;-u""+;:::--"_--VJ;,;,--------+------------S..,.e-la:',.._'-iu~VJf+-+-~v ·--:i oo i--.----o[l:: CD COLD MILL EXISTING AC PAVEMENT (VARIABLE DEPTH, 1" MIN). AFTER GRINDING, SEAL CRACKS 1 /8-INCH WIDE AND GREATER 1'11TH A CRACK SEALANT, CLEAN LOOSE DEBRIS FROM SURFACE, AND APPLY A TACK COAT CONSISllNG OF A 0.1 GALLON PER SQUARE YARD APPLI CA Tl ON OF SS-1. ..,. (D .,-, "' ... <O ..-..,. ..,. --¼titi-+H~-+------'!.,,ct?;_i-¥h-r--~onct-N'. =i(jwt-------,--------t:::=::j:;:t;::::::::+-----=-:=---::::-::::--=:---=1----------l -----------l ----------l ----------j ..,."' ~v<0UVJ ---M~~---~-----------~----------~-----------~----------a "' _J (D .... VJ "' 0 ,:,---o:: z~ z 0 '-" 0 ci u 0 0 (D '-" (D (D VJ u... "' 0 N ~ Cf) 8 0 u... u u.J "' co 0 CONSTRUCT 8" AND VARIES (10.5" MAXl PCC CURB AND GUTTER (TYPE Al PER CITY OF NEWPORT BEACH DWG. NO. STD-182-L. ® CONSTRUCT 4" PCC SIDEWALK PER CITY OF NEWPORT BEACH DWG. NO. STD-180-L AND DETAIL 7 ON SHEET 8 . ® CONSTRUCT PCC CURB RAMP PER CITY OF NEWPORT BEACH DWG. NO. STD-181-L-B (CASE Hl AND DETAIL SHOWN ON PLAN. ® CONSTRUCT 6" PCC LOCAL DEPRESSION PER CITY OF NEWPORT BEACH DWG. NO. STD-3D4-L AND DETAIL SHOWN ON PLAN. ++ u... ci u... ci 0 VJ r--:a: ... "' "' "' .,; + r--"' ... + .,-, L.() +.----0 ...-co l----------+--------------t-----------+-------"r--;.w,__ __ ___co=4-__ --0+-----G+-----e-t=---O-l-m-------">l-=~cfl..---+:t~f,-.:_---+-J-5'___; cf'':!c----::"'F+r-"" +-i,"'"'-.,,:+ _ _µ::-,___~~-------s,--+-<X;._i_-----------+--------------l------------+------___j f:8 LL g ~ r--'. ..;t-r--'. r-,. ® CONSTRUCT 2" ARHM OVER 6" HMA SLOT PAVEMENT. WIDTH SHALL BE 1' UNLESS OTHERWISE SHOWN. SEE NOTE 2 ON SHEET 2 FOR PAVEMENT SECTIONS OVER BURIED PCC PAVEMENT . "' + .,-, "' ... l---------------l-----------------1-------------l---------.,-,>-k..,.,-___ ___;.? ~ VtO '<rte 0 "' 0, ,-.: "' ,-.: r--... ... "' '[::, 0 % 0:-39 PROPO ED FS @ CENTER INE - 0.50% ( .5 @ CONSTRUCT 8" PCC BIKE LANE WITH 8" AND VARIES 110.5" MAX) MONOUTHIC CURB PER DETAIL 1 ON SHEET 8. 5 t-------------t-------------t--------i-----------<a-+X-1 S-.T++l+-<N-~,-Sd--'-@~C, E1LTERLLN.Ec-+---------,-..,--r-s,~"S7"S"T--,-,----...,...._..,,-----C,-......,...,...-------,,----,-,-------h-r---,--------------J:'i'iwo~iwi~liAi~ A=s· =crl-+--------+-------+--------+---------j @ SAY/CUT AND REMOVE EXISTING AC PAVEMENT, BASE, PCC, AND/OR SUBGRADE TO 2'-6' BELOW PROPOSED TOP OF CURB AND REPLACE WITH CLASS A TOPSOIL. @ CONSTRUCT 6" PCC ALLEY APPROACH OVER 4" CMB 111TH INTEGRAL CURBS PER CITY OF NEWPORT BEACH DWG. NO. STD-142-L TYPE A AND DETAIL 2 DN SHEET 8. 5 I--------+--------+-------+-------+-¾ TING (D ... '-" ~ ... r--. 0, .... ..,. r-- r--. ... r-- Q;5() SCALE: @ INSTALL NEW PARKING METER PER CITY OF NEWPORT BEACH DWG. NO. STD-921-L. @ CONSTRUCT 6" PCC COMMERICAL DRIVEWAY APPROACH ITYPE llll OVER 4" CMB PER CITY OF NEWPORT BEACH DWG. NO. STD-166-L-A AND DETAIL 2 ON SHEET 8 . @ CONSTRUCT 2" ARHM OVERLAY OVER HMA (VARIABLE DEPTH, 1" MINl LEVELING COURSE. @ INSTALL 3" IRRIGATION SLEEVE PER DETAIL 6 ON SHEET 8. LINEWORK SHOWN ON PLANS IS SKEMATIC, ACTUAL LOCAllON PER IRRIGAllON PLANS. @ CONSTRUCT 4" PCC CURB AND GUTTER (TYPE Al PER CITY OF NEWPORT BEACH DWG. NO. STD-182-L. @ CONSTRUCT 6" AND VARIES 16" TO 7.9" MAX) PCC CURB AND GUTTER ITYPE A) PER CITY OF NEWPORT BEACH DWG. NO. STD-182-L. @ CONSTRUCT 8" PCC CURB AND GUTTER (TYPE Al 111TH 2% GUillR PAN PER CITY OF NEWPORT BEACH DWG. NO. STD-182-L. 1------------+--------------t------------+--------------t------------+--------------t------------+-----------------,1-------------+------------1---------------1 @ CONSTRUCT DRAINAGE APPURTENANCE PER STORM DRAIN PLAN. @ CONSTRUCT TREE WELL PER LANDSCAPING AND IRRIGATION PLANS. SEE NOTE 5 ON SHEET 2 REGARDING CLASS A TOPSOIL. 42+00 43+00 -309 - \ \ \ \ \ \ \ \ \ \ - - These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. (El R/W 300 32ND ST. 40 0 44+00 ~ N .. J GRAPHIC SCALE 40 SCALE: 1" = 40' -~ 32ND ST. HORIZ: 1 "=40' VERT: 1"=4' 45+00 46+00 47+00 48+00 49+00 50+00 CJ @ CONSTRUCT DECORATIVE PAVEMENT PER LANDSCAPING AND IRRIGATION PLANS. @ INSTALL TRAFFIC SIGNAL PER TRAFFIC SIGNAL MODIFICAllON PLANS. NOTES TO CONTRACTOR 1. SEE SHEET 2 FOR NOTES TO CONTRACTOR. 2. ALL UllLITY ADJUSTMENTS SHALL BE PER THE DEMOLITION PLANS ON SHEET 9 AND 12 PAVEMENT LEGEND ARHM/HMA PAVEMENT ~ " iii "" I a ! [l_ I 8 "' a a "' ::; ;;- 's; u _, "' --a O z "'< >~ a 3,-z . ~c ~ _Q ~3,-,. !;l ~;3- "' " " ~< <u Z / NEWPORT BLVD SEE SHEET 15 t////J COLDMILL AND ARHM/HMA OVERLAY I .. : • . ··1 EXISTING PCC PAVEMENT BELOW AC PAVEMENT C: "' C .. ~ 0 0 ~ .. 1§ "' a z "' 1:::::::: :1 LANDSCAPING :5 :g [l_ ,':} f-~ ~:;:; ::,; u !>! .3-----------------------------------------------------------------------------------------------------lo "' 'hh._ REVIEWED: o: :g _YJ.-r-~Stantec ~? COIIIUEl1N ~ 32ND STREET a ,. 46 DISCOVERY, STE. 250 (949) 474-1400 TEL ~ ~ IRIIINE, CA 92618 (949) 261-8482 FAX ANDYANRCE6367() ~ ~ 120 UNDER THE SUPERVISION OF: SENIOR CIVIL ENGINEER §! 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U[D <Xl<D.Q ~ 0 ~~ (0 J" cci<J lO '-<:l r--,:,:c r--,'. ~ t; "' ' / 1-----------11---------"·=+-"cc:--o..+.,,.-"'l.:--c+.,,.-.,,,_ _ _,..~'+"'--"=-f""--'''f=-----+---------=1r--+--++--1--~""_,,,.--_ ____ --+ ________ ---,f'~~-\------+-+---+----+--------:ec.2B-%'-' /m.12%l ....._ , // -0.17 -~:i....__,., ,,,.-:: ..=#=cl:::l=:<~:/==Q;;:-::::<;.:l; '>\D3.l:'.Y -""'0'"' -, "" -u"'717o/ , "'\.--t&.tz;;; m ~Ml'.\ Ol!:>U% U,L' "" ··-,%<-1.s2,.,, ,,,u; ' ....,JN.....J:;:t'_J~_J f------------+--------------f--------------+-------------+--------------f--------------+-------------+------------j~>,-i,~7'-'~~'-fT;;;,'--~4N !;J ~ W @::: ,-----,-----=r.~ll!::!IR~D~Ol:~T~U\;,IJR~'"'-~•--16~--,---------=r.~•J!::!IR~DD~E~T~U\;,IJR~'"'-~•1!::!:-7 __ 1 ___ ~~~ t DE+lJRN---"10 ~ ;::: ,-..: ,-..: ,-..: t:'.: f------------+------------~""'l.f---"~,HEI.LLFT__,1_u___f; ________ -+--------------'-f-'",LSHE~FT ~1-fi _______ _, ____________ -+~~,EILSHEL.LFT_,11u___fi _______ +-------------,+.;,+-f----------'---~'-----__j-------------+-------------+----------, RAMP DET IL 16 ON SHEET 5 RAMP DE AIL 17 ON SHEET 5 RAMP JETAIL 18 ON SHEET 5 "' 0 BEE ~!=~~n-4--------,-------,-----1 -[D--t-------------i--------------f----------------t---------------i--------------t----------------t---------------t--------------i--a~"rrT 10 RAM ' DETAIL 19 ON SHEET 5 SCALE: HORIZ: 1 "=40' VERT: 1''=4' GRAPHIC SCALE 40 0 40 SCALE: 1" = 40' 120 I ' ~ " iii ., I a ! [L I 8 <O a a "' ::; ;;- 's; u _, "' --a O z "'< >~ a 3,-z . ~c ~ .Q ~3,-,. !;l ~;3- "' " " ~< <u Z / C: "' C .. ~ 0 0 ~ .. 1§ "' a z "' :5 :g [L ,':} f--~ ~:;:; ::,; u !>! .3-~--------------------~----------~-~----------------------------~----~-----------~------------------------------------, o "' ''flh.. REVIEWED: o: :g These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. -R' -~ Stantec ?"-0rEss,~ ~? 46 DISCOVER~ (949) 474_1400 TEL ,,,r;;,,·c,~~•fL Wt(,t~\ ~ CURB RETURNS 1 THROUGH 19 ~ 1l" ( ) '/ ,,. •A,~\,\~\\ "'0 IR\i1NE, CA 92618 949 261-8482 FAX -ANDY AN RCE 63670 ~ ~ No. 63466 * A 09/30/16 RECORD DRA~NG SENIOR CIVIL ENGINEER ;, i-:[£,=--+-----+-------------------------+-----t-:-===--===---t--------------------------,----------1~~ / /i "'-'.'.;, CM\.. -;.:J;,'<' t:,. DESIGNED: DRAWN: ID 0 --11 23 15 h-,o'<c', ill 01125116 BULLETIN 1 JWW/DML □ML/AAK ~ ~ ' " ' OF CA\.I'< t----------1 a a UNDER THE SUPERVISION OF: ~7) Oto- JE~ EY W. ~LKERSON R.C.E. 63466 DATE NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: MRH DA TE: l l /23/15 SHEET OF ~ $ ~-----------------------------------------------------------------------~-~-------------------~----------~-~-----~----------------------~----~-----~--~~-~-------------------------~--------~z a 30 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6023-S NEWPORT BOULEVARD WIDENING C-4881 19 INTERSECTION GRID PLAN RECORD DRAWINGS C > _J m ~ a: 0 D.. ~ w z -G----- _..,-""--_so----___ -. __ so- ~so-- ---- ---- ------- 6 t> t> -- __ -r;--- - ___ 15-- 15------rs---~------- --== - - __ E_ -- -- - ,;;;►---z,-~--~-• GRAPHIC SCALE 32ND STREET -- -o .• \ I I " I I Qj$... _1 / __ ss ------.. ----:i • ------.. • • -- ---ll--l> - ---E--- t> - _,,_ -rs---------1-------1-- 0 / G 1/ / <' / ~~~\ \ \ \ . • 6. t> % \ \ __ ,._ I I \ I \ \ These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. 10 0 10 30 SCALE: 1" = 1 O' 7.15 1c 6.82 fl 7.21 6.88 f I I - 0T-PRCll'lt E7'E SHEET 1 \ I I I \ 108 fS 'i \1.1?\ fS ' \ \ ,A \ \ \ \ 1 ~:j fS 0 :54) ,s-, I 0% \ \ I ,., I <, . . 1 I I I I I I I I I I '--.J • • • • • • • • • I ~ 1 --+---- • • • • \i ~\ -------- ,i~- • • • • • • \ i '~+\ __ ri ~ ' ...... ~. • . • ; ._ --: _ :!~~~~~:=ss-s==s:s:s==~::!~.~-~,;,_:~~~-"• • \-i--t\ ___ _ ...... ~· I I I "i ~ ss-- I I " \ I I I :...-c 11.0% I I " I I I ....... • • • • • • .a...,______. -- • ..____, 7.09 6.42 7.30 FS c- -0.3% (?.Z9l FS 0.5% ~ • • • ---- I I ff'.62F5 (T.0 I Pl --rs---~ ,s---~· TS -------- -ss---ss----ss----ss G-----G ---G---------G --SD ---- ------- --------ss----ss----ss-- --- ' OJ --55----SS --- w----w----w----w----w- -w--- 6 0.5% -• • -w----w---w----w----w---- t> ---------~•---E-----,,i,,-----.E--.c--r-E 7.27 FS (7.38) t> . -• 7.58 TC 6.91 FL ---;--- • • • • ---- -M--I> --M-- 6 t> t> --TV·- t> rs------- --• • • l> ""' ---TV ---·· 6. -r----r-4-- • • • • C > _J m ~ " iii "' I a ! [L I 8 "' a a "' ::; ;;- 's; u _, "' --a O z "'< >~ a 3,-z . ~c ~ .Q ~3,-,. !;l ~;3- "' " " ~< <u Z / C: "' C .. ~ 0 0 ~ .. 1§ "' a z "' :5 :g 32ND STREET il --------------------------------~---------------------------~---,------------,---------------------------------to "' '~ REVIEWED: ~ ~ _YJ.-l' -C, Stantec ~? IXIIIIVEnN ~ NEWPORT BLVD & 32ND STREET ~ il': 46 DISCOVERY, STE. 250 (949) 474-1400 TEL "'_ IR\i1NE, CA 92618 (949) 261-8482 FAX ANDYANRCE6367() ~ ;; UNDER THE SUPERVISION OF: l----,--l------1---------------------+----r;:;;:=SE;:;;N:;:IO;:-R_CI_Vlr.L::;:E;-;N-;;:Gl;:;-N~EE_R_-+ _____________________ 1 _______ 7 ~ ~ DESIGNED: DRAWN: ID 0 11/23j,5 ,:'.'.h 09/30/16 RECORD DRAWING JWW/DML DML/AAK f-----------i ~i R.C.E. 63466 DATE NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: MRH DA TE: 11 23 15 SHEET OF ~ $ L ___________________________________________________________________ __L_:>!_ _________________ _L _________ _! __ _J.._ ____ _L _____________________ _,_ ___ __,_ ____ =.;J_---'.:..J...C=-=-'-------------------------__J_--------~Z O 30 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6023-S NEWPORT BOULEVARD WIDENING C-4881 20 PARKING LOT PLAN RECORD DRAWINGS I I I I I " I I I I _J " " I I I I " I I i I 11 I I I I I I t l 1: I : I I i'C I I I I -l I I w J z w -ti -o-t---I I 11-+~- " I I I I I " I I I I I " I I I I I " I I I I I " I I I I I " I I I I I " > <( Cl) ::::> 0 a: <( ::E -as -- / ! f T I I I ! I I I I I I I " ;,: I I I I I I I I I I r " I I I I I I I I ,. I I I I I I " I I I I I " I I I I I " I I I ll I " I -Ho-t" -----Hr, / / ~---(..J~;,JI---ss- ,J _ --1-J l----l -- 132 • • , • , • • , , , , u _J >-"---27 IXJ IXJ "' 0 r-,.: r-,.: , , u _J f-IL. "' "' m ..,_ r-,.: r--,: 24 ------------------------- TYP. 117 -Af-----M-----Af--- --_(O -- < f-u ----._ "IJ fl= ~ ~ M ~'-"--1 ---------M.-- 24' ., FRONT 'OF WALL . 0%flll I/II II 8.5' -o_ 1----~~--l r-. >-TYP. .-f- 1 ----------------------------------0.50% FL 25 Al----- ' SS "<,-----ss-----ss-----ss-~---ss- ¢=I I --+- \ I -l---1----1 ---\- ol I I I L_c__j = -== ____J 1----1 I I I ,. I I I I I -/-- I ,. I I 10 -1- ----/ --/ I ---1------1 -T- ;,: I I I I EB I \ \ ~ ✓~ GRAPHIC SCALE 0 10 SCALE: 1" = 10' 30 , , ~LL.. =;r- I 16.44) FS / "-" / / / / / / / / / "-" '-/ (6.60) FS 16.73) FS (6.83) / / / // / <1 '-~/// "-" / / / / //" / (6. / / /; / / '-// ( / / ( / / / <, / / / ,-,-'-_,-- . '-~ ' • '-' . '-, • '- / / ,! / / / / / I / / / "-" / // / / /I / / <, / / I :-._ Oo~--.._ "' 3201 NEWPORT BLVD. 7.32 TC 6.82 FS 7.48 TC , , '-'-'-'- 7.40 TC'- 6.90 FS / / / / These Record Drawings hove been prepared based on information submitted, in port, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may hove been incorporated into these plans as o result. , . ·~~ / ✓ / / ✓ / / / I I I / ( / / ( ✓ ... / I / I /' / I j I I • " \> / / \> ✓ / / " / / / / " / / \> / / / / / / / I / / / / " 'v / / / CONSTRUCTION NOTES © CONSTRUCT 8" PCC CURB (TYPE Bl PER CITY OF NEWPORT BEACH DWG. NO. STD-182-L AND NOTE 6 ON SHEET 2. ® CONSTRUCT 4" PCC SIDEWALK PER CITY OF NEWPORT BEACH DWG. NO. STD-180-L AND DETAIL 7 ON SHEET 8. @ CONSTRUCT SOUND WALL PER WALL STRUCTURAL DETAILS ON SHEET 21. @) SAY/CUT AND REMOVE EXISTING AC PAVEMENT, BASE, PCC, AND/OR SUBGRADE TO 2'-6" BELOW PROPOSED TOP OF CURB AND REPLACE WITH CLASS A TOPSOIL. @ INSTALL FIRE HYDRANT PER CITY OF NEWPORT BEACH DWG. NO. STD-500-L @ CONSTRUCT 4" HMA OVER 4" CMB OVER COMPACTED SUBGRADE. @ CONSTRUCT 8" PCC VALLEY GUTTER OVER 6" CMB PER DETAIL 3 ON SHEET 8. @ CONSTRUCT 6" PCC CURB !TYPE Bl PER CITY OF NEWPORT BEACH DWG. NO. STD-182-L AND NOTE 6 ON SHEET 2. @ CONSTRUCT 6" PCC CURB AND GUTTER (TYPE Al PER CITY OF NEWPORT BEACH DWG. NO. STD-182-L @ INSTALL 2-INCH WATER METER (NEPTUNE T-10 METERJ AND BACKFLOW PREVENTION ASSEMBLY IFEBCO OR WILKINS -USC APPROVED) PER CITY OF NEWPORT BEACH DWG. NO. STD-503-L AND STD-512-L. @ INSTALL NEW ELECTRONIC PARKING METER MACHINE !CITY OF PROVIDE). 0 INSTALL RED CURB MARKING TO LENGTI-1 SHOWN ON PLAN. @ INSTALL PARKING STALL PER CITY OF NEWPORT BEACH DWG. NO. STD-805-L -A. @ INSTALL ACCESSIBLE PARKING STALL PER CALTRANS REVISED STD. PLAN A90A. @ PAINT 5' WHITE STRAIGHT ARROW MARKING PER CALTRANS STD. 2 A A24A . EL INSTALL ELECTRICAL APPURTENANCE PER ELECTRICAL PLANS. @ LANDSCAPING AND IRRIGATION PER LANDSCAPING AND IRRIGATION PLANS. @ INSTALL TRAFFIC SIGNAL PER TRAFFIC SIGNAL MODIFICATION PLANS. UTILITY COMPANY DISPOSITION NOTES @ ADJUST TELECOMMUNICATIONS PEDESTAL TO GRADE BY AT&T. @) REMOVE AND RELOCATE TELECOMMUNICATIONS PEDESTAL INTO UNDERGROUND TRAmc RATED 3'X5' VAULT BY AT&T. @ REMOVE AND RELOCATE TELECOMMUNICATIONS PEDESTAL AND PULL BOX INTO UNDERGROUND 3'X5' BY TWC. "' " " ~ I a ! Cl. I 8 "' a a "' ::; ;;- 's; u _, "' --a O z "'< >~ a 3,-z . ~c ~ _Q ~3,-,. !;l ~;3- "' " " ~< <u Z / C: "' C .. ~ 0 0 ~ .. 1§ "' a z "' :5 :g Cl. ,':} f-~ ~:;:; ::,; u !>! .3---------------------------------------------------------------------------------------------------------lo '° ''flh.. REVIEWED: o: :g _YJ.-r-~Stantec ~? COIIIUEl1N ~ 0 ::,; 46 DISCOVERY, STE. 250 (949) 474-1400 TEL ~ ~ IR\i1NE, CA 92618 (949) 261-8482 FAX ANDYANRCE6367() ~ ~ UNDER THE SUPERVISION OF: ~ 09/30/16 RECORD DRA~NG SENIOR CIVIL ENGINEER §!'" '~=+----+---------------------+-----t-:':==::---r.==----t-----------------------,--------7~"' ,-DESIGNED: DRAWN: ID 0 L'.h 01 /25/16 BULLETIN 1 JWW/DML DML/AAK I:,~ e------------, a a DESCRIPTION OF REVISIONS APPROVED CHECKED: DA TE: SHEET OF !!; ~ JE R.C.E. 63466 DATE NO. DATE MRH 11 23 15 w "' ~---------------------------------------------------------------~-~----------------~---------~-~----~--------------------~---~----~--~~-~----------------------~-------~z a 30 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6023-S NEWPORT BOULEVARD WIDENING C-4881 21 WALL STRUCTURAL DETAILS RECORD DRAWINGS It CAP: PRECISION TEXTURE, SANDSTONE COLOR WITH PREBLENDED MORTAR (COLOR -MEDIUM TAN SPEC MIX) lr/#4 TOP BAR A.S. TW SEE PLAN 6.. : ; ,.....---CMU 2 -T~YP~""". ' -(SEE NOTE BELOW) ,f1t----#4@16" CTR, TYP ._____#4@24", TYP f-x ::, <{ 0 ::; Q'. (') .. 'bo I ...J <!) 0 (fl BACK OF WALL FRONT OF WALL ! ~ , . TRW •· ;~"'-,Dii_iilllii,11'iillrr o-c,l;rn,, c-·- .' SEE PLAN . . #4@16" CTR, X ::] <{ -::;~ ' m ·' VL=3'-0", A.S. OCJ . I [;: -□ , 12" N Q'. ...J u TF SEE PLAN I 1 3" -,>--'-~C7"LR~ \l \__(5)#4 LONGIT BARS A.S., TYP #4@16" 3'-4" NOTE: ALL CMU BLOCK SHALL BE 6X8X16 SPLIT FACE TEXTURE, WARM GRAY COLOR WITH PREBLENDED MORTAR (COLOR -NATURAL GRAY SPEC MIX) WITH THE EXCEPTION OF THE BLOCKS IDENTIFIED AS "CMU 2" WHICH SHALL BE SPLIT FACE TEXTURE, SANDSTONE COLOR WITH PREBLENDED MORTAR (COLOR -MEDIUM TAN SPEC MIX) H<B'-0" SCREEN WALL W/ Hr=2'-8" MAX RETENTION W/ ~ =f~.~=EA~D~FT~G~(=LE~V~EL~BA~C~K~Fl=LL~>-----18 STRUCTURAL GENERAL NOTES 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND SITE CONDITIONS BEFORE STARTING WORK AND NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. 2. ALL OMISSIONS AND CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND/OR SPECIFICATIONS SHALL BE BROUGHT TO THE A TTIENTION OF THE ENGINEER BEFORE PROCEEDING WITH ANY WORK. 3. RESOLVE ANY CONFLICTS ON THE DRA\\i1NG WITH THE ENGINEER BEFORE PROCEEDING WITH CONSTRUCTION. 4. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF UTILITIES IN THE AREA TO BE EXCAVATED PRIOR TO BEGINNING EXCAVATION. 5. ALL MATERIAL AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION & THE CBC. 6. THE ENGINEER DOES NOT WARRANT THE ACCURACY OF SCALED DIMENSIONS. ALL DIMENSIONS SHALL BE AS DESIGN A TIED ON THE DRA\\i1NGS. NO SCALING OF DRAWINGS SHALL BE ALLOWED. REINFORCING STEEL 1. REINFORCEMENT FOR CONCRETE SHALL CONFORM TO SECTION 201-2 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 2. BAR REINFORCEMENT SHALL CONFORM TO ASTM A615 AS FOLLOWS: GRADE 40 FY=40KSI ...... N0.3 BARS & WHERE NOTED ON PLANS GRADE 60 FY=60KSI ...... N0.4 BARS & LARGER 3. REINFORCING STEEL SHALL BE PROVIDED WITH THE FOLLOWING AMOUNTS OF CONCRETE COVER: FOOTINGS (CONCRETE DEPOSITED AGAINST EARTH) .............. 3" "CONCRETE SURFACE (FORMED) EXPOSED TO EARTH OR WEATHER ........................................................................ 2" COLUMN REINFORCING (INCLUDING COLUMN TIES) ................. 3" 4. ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS AND INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE OR GROUT. 5. UNLESS OTHER\\i1SE NOTED IN DETAILS, FURNISH N0.3 SPACER TIES AT APPROXIMATELY 2'-6" O.C. IN ALL BEAMS AND FOOTINGS TO SECURE REINFORCING IN PLACE. FOUNDATION 1. SOIL DESIGN PRESSURE = 1,500 PSF 2. BOTTOM OF FOOTINGS SHALL BE A MINIMUM OF 24" BELOW LOWEST ADJACENT GRADE & SHALL BEAR IN COMPETENT SOIL. 3. CHARACTER OF SOIL: "GEOTECHNICAL EVALUATION, NEWPORT BOULEVARD & 32ND STREET MODIFICATIONS, NEWPORT BEACH, CALIFORNIA" BY NINYO & MOORE, PROJECT NO. 208665001, DA TED OCTOBER 23, 2013. 4. CONSTRUCTlON AT THE SITE SHALL BE IN ACCORDANCE v.1TH THE RECOMMENDATIONS OF THE SOILS REPORT. 5. BEFORE ANY CONCRETE IS PLACED, EXCAVATIONS SHALL BE CHECKED AND APPROVED BY INSPECTOR TO INSURE COMPLIANCE WITH THE REQUIREMENTS OF THE SOILS REPORT. 6. ALL FILL MATERIAL IS TO BE COMPACTED TO 90% OF MAXIMUM DENSITY. INSPECTION IS REQUIRED DURING FILL AND COMPACTION. D/2 4d ., * 2 112" I MIN PRINCIPLE REINFORCING HOOKS BEND DIAMETER SCHEDULE BAR SIZE BEND DIA. #3 THRU #8 D = 6d #9 THRU #11 D = 8d #14 THRU #18 D = 10d 1 1 1/2d CLR OR 1 1/2" MIN OR b MAY BE IN C~NTACT IF WIRED ' d I 1 ' -~6-~ ' WJv SEE TYPE A / ABOVE--~ GRADE BEAM STIRRUPS NOTE: BEND NOT REQ'D WHERE BARS LIE ADJACENT TO EA. WHERE BARS OCCUR IN SAME PLANE OTHER \ + I I D/26d FOR #3 TO #5 12d FOR #6 TO #8 v \ / -- ' , ' , .... ___ .... TYPE A 135" STIRRUP & TIE HOOK TYPE B 90' STIRRUP & TIE HOOK TIE OR STIRRUP HOOKS BEND DIAMETER SCHEDULE BAR SIZE BEND DIA. #3 THRU #5 D = 4d #6 THRU #8 D = 6d NOTE: ALL BENDS SHALL BE MADE COLD d = BAR DIAMETER TYPICAL REINFORCEMENT BAR BENDS , ,, 2 N.T.S. - REINFORCED CONCRETE 1. CONCRETE SHALL CONFORM TO SECTION 201 OF THE STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION. 2. PLACING OF REINFORCEMENT SHALL CONFORM TO SECTION 303-1. 7, PLACEMENT OF REINFORCEMENT, OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION. 3. CEMENT SHALL CONFORM TO ASTM C-150, TYPE 11/V. 4. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2,500 PSI, (CLASS 520-C-2500) 5. THE MAXIMUM SLUMP SHALL NOT EXCEED 4". MAX WATER/CEMENT RATIO SHALL NOT EXCEED 0.61. 6. DIMENSIONS FROM FACE OF CONCRETE TO STEEL ARE TO CENTER OF BAR UNLESS OTHERWISE SHOWN. 7. CONCRETE DIMENSIONS SHALL BE MEASURE HORIZONTALLY OR VERTICALLY ON THE PROFILE, AND PARALLEL TO OR AT RIGHT ANGLES (OR RADIALLY) TO THE CENTERLINE ON THE PLAN EXCEPT AS OTHER\\i1SE SHOWN. 8. ALL BAR BENDS AND HOOKS SHALL CONFORM TO SECTION 201-2, REINFORCEMENT FOR CONCRETE, OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION. 9. PROJECTING CORNERS OF SLABS, BEAMS, COLUMNS, WALLS, ETC. SHALL BE FORMED \\i1TH A 3/4" CHAMFER UNLESS NOTED OTHERWISE. 10. ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS AND OTHER INSERTS SHALL BE SECURED IN POSITION, AND APPROVED BY THE INSPECTOR PRIOR TO THE POURING OF ANY CONCRETE. 11. NO SPLICES IN TRANSVERSE STEEL REINFORCEMENT WILL BE PERMITTED OTHER THAN SHOWN ON THE DRAWING WITHOUT APPROVAL OF THE ENGINEER. NO MORE THAN 2 SPLICES WILL BE PERMITTED IN ANY LONGITUDINAL BAR BETWEEN TRANSVERSE JOINTS. SPLICES SHALL BE STAGGERED. 12. ALL REINFORCEMENT SHALL BE LAPPED TO PROVIDE A CLASS B SPLICE, U.N.O., PER ACI SECTION 12.15. 13. LOCATION OF ALL CONSTRUCTION JOINTS NOT SPECIFICALLY INDICA TIED ON THE DRAWINGS SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACING REINFORCING STEEL. 14. TRANSVERSE CONSTRUCTION JOINTS IN WALLS AND SLABS SHALL BE IN THE SAME PLANE. NO STAGGERING OF JOINTS WILL BE PERMITTED. TRANSVERSE CONSTRUCTION JOINTS SHALL BE NORMAL OR RADIAL TO THE CENTERLINE OF CONSTRUCTION. 15. THE TRANSVERSE REINFORCING STEEL SHALL TERM I NA TE 1-l INCHES FROM THE CONCRETE SURFACES UNLESS OTHERWISE SHOWN ON THE STRUCTURAL DETAILS. 16. IMMEDIATELY AFTER STRIPPING FORMS, PATCH MINOR DEFECTS, FORM-TIE HOLES AND HONEYCOMBED AREAS BEFORE CONCRETE IS THOROUGHLY DRY. REMOVE LEDGES AND BULGES. REPAIR GRAVEL POCKETS BY CUTTING OUT TO SOLID SURFACE, FORM KEY, AND THOROUGHLY WET BEFORE PLACING PATCHING MORTAR CONSISTING OF 1 PART CEMENT TO 2 PARTS FINE SAND; COMPACT INTO PLACE AND NEATLY FINISH TO MATCH SURROUNDING SURFACE. GROUT OR FILL SURFACES TO PRODUCE LEVEL, TRUE PLANES. 17. ALL CONCRETE SHALL BE THOROUGHLY CONSOLIDATED BY SUITABLE MEANS DURING PLACEMENT AND SHALL BE THOROUGHLY WORKED AROUND REINFORCEMENT AND EMBEDDED FIXTURES AND INTO CORNERS OF FORMS. 1/2" EXPANSION JOINT ~ AT 20' OC \ ' ..... '" '' '" ,. ,.,_ ..... FULL HEIGHT VERT _J BAR EA SIDE OF JT TO MATCH VERT WALL REINF. JOINT SEALANT BOTH SIDES AND TOP OF WALL BACKER ROD , /PREMOLDED EXP JT FILLER TERMINATE HORIZONAL STEEL AT EXPANISION JOINT NOTES: 1. GROUT ALL CELLS SHOWN. IF PARTIAL GROUTING SPECIFIED, THEN FILL CELLS WITH VERT REINF AND BOND BEAMS ONLY. 2. FOUNDATION REINF TO BE CONTINUOUS BELOW JOINT. -~~-r_AN_S~IO~N_J~O_IN_T ____ __,0 Position Rio ck T 6" Center 2.8 Edge - (;VERT STEEL PER TYP SECTIONS / HORIZ STEEL / AS REQ'D ''d" Distances fnrl\,fasonry Stems 8" 10" 12" 16" 3.8 4.8 5.8 - 5.25 7.25 9 13 -~~--~_AR_P_LA_C_EM_E_N_T_D_E_TA_IL _ _____,,0 REINFORCED CONCRETE MASONRY 1. MASONRY CONSTRUCTION SHALL CONFORM TO SECTION 303-4, MASONRY CONSTRUCTION, OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 2. FILL ALL CELLS WITH GROUT UNLESS NOTED OTHER\\i1SE ON PLANS. 3. CONCRETE BLOCK UNITS MAY BE 4", 6" OR 8" NOMINAL HEIGHT. 4. NO STRUCTURE SHALL BE BACKFILLED UNTIL UL TIM ATE STRENGTH OF CONCRETE AND CONCRETE GROUT IS REACHED. 5. ALL MASONRY MATERIALS INCLUDING MASONRY UNITS, PORTILAND CEMENT MORTAR, AND GROUT SHALL CONFORM TO SECTION 202-2, MASONRY MATERIALS, OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION . 6. ALL BARS IN MASONRY SHALL BE LAPPED A MINIMUM OF 48 BAR DIAMETERS OR 2'-0" MIN. (WHICHEVER IS GREATER) AT ALL SPLICES UNLESS NOTED OTHER\\i1SE. 7. ALL BLOCKS SHALL BE LAID TO MAINTAIN VERTICAL CONTINUITY OF THE CELLS TO BE FILLED SUCH THAT THERE IS A CONTINUOUS UNOBSTRUCTED VERTICAL CELL MEASURING NOT LESS THAN 2''X3". BLOCK SHALL BE LAID IN RUNNING BOND. 8. VERTICAL REINFORCEMENT TO BE HELD IN PLACE AT TOP, BOTTOM, AND AT INTERVALS NOT EXCEEDING 192 BAR DIAMETERS. 9. NO RE\11SIONS SHALL BE MADE WITHOUT PRIOR APPROVAL FOR THE ENGINEER. 10. MORTAR SHALL BE TYPE 's' AND SHALL BE FRESHLY PREPARED AND UNIFORMLY MIXED IN THE RATIO BY VOLUMES OF 1 PART MORTAR CEMENT, 1/2 PART HYDRATED LIME /TYPE S), 4-½ PARTS SAND AND SHALL CONFORM TO ASTM C270, LA tEST REVISION. 11. GROUT SHALL BE OF FLUID CONSISTENCY AND MIXED IN THE RA no BY VOLUMES OF 1 PART CEMENT, 3 PARTS SAND, AND 2 PARTS PEA GRAVEL. GROUT SHALL ATTAIN A MINIMUM OF ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS OF 2000 PSI. 12. NOT USED. 13. NOT USED. 14. PLACE WALL EXPANSION JOINTS AT ALL ANGLE POINTS, BC, EC AND AT A MAXIMUM 20' O.C. ALONG STRAIGHT OR CURVED WALL. 15. WATERPROOF BACK OF ALL THE RETAINING WALLS W/MULTICOAT SLATEX BY MULTICOAT PRODUCTS PER MANUFACTURER'S SPECIFICATIONS. GEOTECHNICAL DATA SOIL INTERNAL FRICTION ANGLE = 28" ACTIVE EFP (LEVEL) = 42 pct ACTIVE EFP (2: 1 ASCEND) = 62 pct PASSIVE EFP (LEVEL) = 340 pcf PASSIVE EFP (2: 1 DESCEND) = 160 pct (PASSIVE RESISTANCE INCREASED BY ½ FOR SHORT TERM) MAX FOUNDATION PRESSURE = 1,000 psf SEISMIC FOUNDATION PRESSURE = 1,400 psf S0s=1.225 Fp= 0.4 Sos •1 •w = 0.49 w FOOTING SOIL FRICTION = 0.36 FOR ADDITIONAL INFORMATION AND GEOTECHNICAL PARAMETERS NOT SHOWN REFER TO PROJECT GEOTECHNICAL INVESTIGATION. NOTE: 1. PLACE EXPANSION JOINTS AT 20' O.C. MAX 2. SPECIAL INSPECTION REQUIRED 3. GROUT ALL CELLS, U.N.O. DESIGN DATA STEM WALLS -2013 CBC LOAD FACTORS DEAD LOAD: CONCRETE DENSITY, SOIL DENSITY DRY, w = 150 pcf w = 120 pcf CONCRETE: (ULTIMATE STRENGTH DESIGN) f'c = 2,500 psi ¢ FLEXURE = 0.9 fy = 60,000 psi ¢ SHEAR = 0.85 SHEAR AND BOND STRESSES PER ACI 318 MASONRY (LRFD) t'm = 1,500 psi fy = 60,000 psi ¢ FLEXURE = 0.9 ¢ SHEAR = 0.8 SPECIAL INSPECTION REQUIRED GROUT ALL CELLS, U.N.O. " RETAINING WALL DESIGN PARAMETERS N.T.S. A1 These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may hove been incorporated into these plans as a result. SPECIAL INSPECTIONS 1. ALL INSPECTION AND TESTS SHALL BE PERFORMED BY A QUALIFIED TESTING AGENCY LISTED, APPROVED, AND RETAINED BY THE ENGINEER. THE SPECIAL DEPUTY INSPECTOR SHALL BE REGISTERED AND CERTIFIED IN THE REQUIRED FIELDS. 2. COPIES OF ALL TEST RESULTS SHALL BE FURNISHED TO THE PROJECT SUPERINTENDENT, THE ENGINEER, AND THE ENGINEER OF RECORD, AND BE AVAILABLE AT THE JOB SITE. 3. FINAL REPORTS FOR ALL INSPECTIONS AND TESTING MUST BE PROVIDED, FINAL REPORTS SHALL DOCUMENT COMPLETION OF ALL INSPECTIONS AND CORRECTION OF ALL NOTED DISCREPANCIES. 4. THE DUTIES OF SPECIAL INSPECTOR SHALL BE IN CONFORMANCE WITH THE REQUIREMENTS OF SECTION 1704 OF THE CALIFORNIA BUILDING CODE. 5. PREMATURE NOTIFICATION OF ANY INSPECTION SHALL RESULT IN ADDITIONAL VISITS WITH ALL EXPENSES AT CONTRACTOR'S EXPENSE. 6. CONTRACTOR SHALL PROVIDE 72-HR MINIMUM NOTICE WHEN REQUESTING SPECIAL INSPECTIONS. FAILURE OF NOTIFICATION BY THE CONTRACTOR FOR INSPECTION ON A TIMELY BASIS MAY RESULT IN COMPLETE REMOVAL AND REPLACEMENT OF ALL WORK PERFORMED AT THE CONTRACTOR'S EXPENSE. 7. SITE \11SITS BY THE STRUCTURAL ENGINEER OF RECORD DO NOT CONSTITUTE A SPECIAL INSPECTION AS DEFINED HEREIN. 8. SPECIAL INSPECTION IS REQUIRED FOR: (fl ::, 0 u ::, -z 0 F 0 z o2 0 w u [L X X X X (fl ::, 0 u ::, z 0 F 0 z o2 0 w u [L X (fl ::, 0 u ::, -z 0 F 0 z Q'. 0 w u [L X X X X X X SOIL & PAD PREPARATION LOCATIONS: 1. EXCAVATIONS FOR RETAINING WALLS 1. VERIFY MATERIALS BELOW FOOTINGS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY. 2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MA TERI AL. 3. VERIFY USE OF PROPER MATERIALS, DENSITIES, AND LIFT THICKNESS DURING PLACEMENT AND COMPACTION OF CONTROLLED FILL. 4. PRIOR TO PLACEMENT OF CONTROLLED FILL OBSERVE SUBGRADE, AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY. REINFORCING STEEL LOCATIONS: 1. RETAINING WALL CONSTRUCTION 2. SCREEN WALL CONSTRUCTION 1. INSPECTION OF REINFORCING STEEL AND PLACEMENT. MASONRY CONSTRUCTION LOCATIONS: 1. RETAINING WALL CONSTRUCTION 2. SCREEN WALL CONSTRUCTION 1. VERIFY/CONFIRM PREMIXED MORTAR GROUT 2. VERIFY SPECIFICATIONS FOR SIZE/TYPE OF MASONRY UNITS & REINF DETAILS. 3. PLACEMENT OF MASONRY UNITS & CONSTRUCTION OF MASONRY JOINTS. 4. PLACEMENT OF REINFORCEMENTS. 5. VERIFY CLEANOUTS, GROUT SPACE CLEARANCES, CLEANLINESS & MORTAR PROJECTIONS. 6. VERIFY GROUT PLACEMENT. TYPICAL ABBREVIATIONS ABV ABOVE ¢ DIAMETER HORIZ. HORIZONTAL ADD'L ADDITIONAL DIM. DIMENSION I.F. INSIDE FACE AHD AHEAD DO B~J~LE LOL LAY OUT LINE ~~tH'L AL TERNA TIE DBL. ARCHITECTURAL DN. DOWN LLH LONG LEG HORIZ. A.S. AS SHOWN DRWGS. DRAWINGS LLV LONG LEG VERT. & AND MANF MANUFACTURER @ AT EA. EACH MAX MAXIMUM BK BACK E.F. EACH FACE M.B. MACHINE BOLT BM. BEAM E.J. EXP. JOINT MIN MINIMUM BLW. BELOW ELEV. ELEVATION MTL METAL B.O. BY OTHERS EQ. EQUAL BOT. BOTTOM ~~ UIP. EQUIPMENT ~~M. NEW CANT'L E r°R EXISrG EXISTING NOMINAL CANTILEVER EXTERIOR N.T.S. NOT TO SCALE C.I.P. CAST IN PLACE NO. NUMBER CL or It CENTERLINE E.W. EACH WAY N-S NORTH SOUTH E-W EAST WEST CLR. CLEAR O.C. ON CENTER FT. FEE~FOOT 8{N'G OUTSIDE FACE COL. COLUMN FIN. FINI OPENING CONC. CONCRETE FLR. FLOOR OPP. OPPOSITE CMU CONC MASONRY UNIT FTG. FOOTING 81" OUTSIDE DIAMETER CONN. CONNECTION FDN. FOUNDATION OVER CONST. CONSTRUCTION F.G. FINISHED GRADE C.J. CONST. JOINT PERP. PERPENDICULAR CONT. CONTINUOUS GA. GAUGE P.S.I. POUNDS PER SQ INCH CONTR. CONTRACTOR GRD GRADE P.S.F. POUNDS PER SQ FOOT DTL. DETAIL H HEIGHT RC REINFORCED CONCRETE DIA. DIAMETER HK HOOK RAD. RADIUS REl~(F. REINFORCING REQD REQUIRED SCHD'L SCHEDULE SIM. SIMILAR s SPACING SPEC. SPECIFICATIONS ~~· ~~M~rrss STEEL STD. STANDARD STL STEEL STRUCT. STRUCTURAL/STRUCTURE T & B TOP & BOTTOM THK. THICK T.O.C. TOP OF CONCRETE TFW TOP OF FLOODWALL TRW TOP OF RETAINING WALL TOF, TF TOP OF FOOTING TOW, TW TOP OF WALL TYP TYPICAL UBC UNIFORM BUILDING CODE U.N.O. UNLESS NOTED OTHERWISE VERT VERTICAL ~,.F. WELDED WIRE FABRIC v.1TH W/0 \\i1THOUT WSEL WATER SURFACE ELEVATION ~ .,, '"' :;: ;;j I a ! Cl. I 8 "' a a "' ::; ;;- 's; u _, "' --a O z "'< >~ a 3,, z . ~c ~ .Q ~3,-,. !;l ~;3- "' " " ~< <u Z / C: "' C .. ~ 0 0 ~ .. 1§ "' a z "' :5 :g Cl. ,':} f-~ ~:;:; ::,; u !>! .3-~----------------~---------~-------------------------~---~---------~-----------------------------~ o "' ''flh.. REVIEWED: o: :g -R' -~ Stantec ?"-0rEss,~ ~? COIIIUEl1N ~ 'II. Wii,t<': ~ ~ 0 ,. 46 DISCOVERY, STE. 250 (949) 474-1400 TEL '/\~ -,~ ~ ~ ~ IRIIINE, CA 92618 (949) 261-8482 FAX '/ 1,~,Ai'li,\,-,_\\\ ANDYANRCE63670 ~ ~ UNDER THE SUPERVISION OF: No. 63466 * SENIOR Cl\11L ENGINEER §! °" 7i e---+-------l---------------------+-----!-:==:::-----,.:;:-:-;::::-----t------------------------,----------1~"' ~ 0 t□ / Ji u'~ CM\.. -;.:J;,'<' 1:1.. DESIGNED: DRAWN: ID 0 ,, ·---/I 23 /5 'l". o~', ill 09/30/16 RECORD DRAWING JWW/DML DML/AAK >-"' ~ • ' " f: OF CA\.lf c---------, [§ ~ JE EY W. v.1LKERSON R.C.E. 63466 DATE NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: MRH DA TIE: 11 /23/15 SHEET OF ~ $ ~------------------------------------------------------------~~----------------~--------~-~----~-------------------~--~----~--~~~~---------------------~------~z a 30 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6023-S NEWPORT BOULEVARD WIDENING C-4881 STORM DRAIN IMPROVEMENT PLAN 22 DRAINAGE DETAIL NOT USED DRAINAGE DETAIL DRAINAGE DETAIL DRAINAGE DETAIL DRAINAGE DETAIL DRAINAGE DETAIL DRAINAGE DETAIL DRAINAGE DETAIL RECORD DRAWINGS ,.._ (I.) I I I ID (_) 40 11 "' 6. "' ~ ---r-----1 CATCH BASIN TOO SHALLOW NOT ABLE TO INSTALL BMP --41 ___ .~ "' 6. ~ "' -r-----1 ·----T-- I- en I- en T"" CV) I I I I I '" I '" I I I I '" I I [8 n 53 ID (_) I t,. OJ r ,o ----ctfs----E-is-- t,, 'l IS, (;\ --. --=t-.----~ b. T-----T-----T- n z re U) "' --, (/) )> lJ z )> 07] CATC~ BASIN TOO SHALLOW NOT ~BLE TO INSTALL BMP »"J.~~- ~ (ii ~ -SD f-:a' ...J )> C --, 0 u, r'7 ci 00 • "' N OJ >-r ..,, Z-0 -x 0 ~ u.J :a' 0 N z 0 + 71 "' tl~ 71 --- ------ / / SLURRY BACKFILL 1-1 11 i 51 I ~ 40 I (_) I f-f-> "' f-I ...J r--. a...zo ...J I n>., 1:i::(/) " 0 r---:ZNW: 0 0 -.-u,_N r----O'l_JE5.---ci ... ~ "<f: ID ~ LL "' ' c:,J <6 n"'<t □zo ~ > II -. -z ' r--_J U") a:: w zo c--i r--,:--.t: a... ~F ""' ~ 0 0 N + ~..;tz~a:: + "'-"' rn II Qwo "' E:l I U I -:Hl::: 0.... - -----ill-------------~ NEWPORT BLVD 11 ~ I I I I ,. I I (I] EXISTING DOUBLE 12 • PVC / I I I I I I fjJ I I .23, 42.86' LT COLLAR INV JOIN EX. DBL 12 • SD I CONSTRUCTION NOTES @ CONSTRUCT CURB INLET TYPE OL-A <L=3.51 PER CITY OF NEWPORT BEACH DWG. NO. STD-305-L. ® CONSTRUCT CURB INLET TYPE OL-A <L=7.01 PER CITY OF NEWPORT BEACH DWG. NO. STD-305-L. @ CONSTRUCT CONCRETE COLLAR PER CITY OF NEWPORT BEACH DWG. NO. STD-313-L. @ CONSTRUCT 12" PVC PIPE ISDR-351 PER PLAN WITH BEDDING PER CITY OF NEWPORT BEACH DWG. NO. STD-106-L. @ CONSTRUCT 18" RCP (200D-Dl PER PLAN WITH BEDDING PER CITY OF & @ CONSTRUCT MODIFIED JUNCllON STRUCTURE NO. 1 PER CITY OF NEWPORT BEACH DWG. NO. SID-310-L. 48 CONSTRUCT PARKWAY CULVERT TYPE "B" PER PLAN AND CITY OF NEWPORT BEACH DWG. NO. STD-318-L. @ INSTALL CLEARWATER SOLUTIONS, INC. CLEARWATER BMP-02 PER DETAILS SHOWN ON SHEET 23. @ INSTALL CLEARWATER SOLUTIONS, INC. CLEARWATER BMP-03 PER DETAILS SHOWN ON SHEET 24. @) INSTALL CLEARWATER SOLUTIONS, INC. CLEARWATER BMP-04 PER DETAILS SHOWN ON SHEET 24. @ CONSTRUCT JUNCTION STRUCTURE N0.2 PER JUNCTION STRUCTURE DATA TABLE ON PLAN AND CITY OF NEWPORT BEACH DWG. NO. STD-311-L. ® PLACE 2-SACK CONCRETE SLURRY BACKFILL PER LIMITS SHOWN. @ CONSTRUCT CURB INLET TYPE OL-A IL=14.0'I PER CITY OF NE'M'ORT BEACH DWG. NO. SID-305-L, MODIFIED BY PROVIDING A 7-FOOT OPENING AND A CURVED WALL TO MATCH THE CURB RETURN AS SHOWN ON DETAIL. CB #1 -------------<Q CB #4 V -------------<fJ\ CB /fl '\!_) DISPOSITION NOTES SEE SHEET 15 SCALE: 1" = 10' SEE SHEET 15 SCALE: 1" = 10' SEE SHEET 16 SCALE: 1" = 10' 6. . . ---------E--•----t,.--t.~""1)':"""--i:.-~ • E----....:::-E~~----·EI'> _ ·_ E ___ -_________ 6. ---'------- : -=-r--?.A----er~-. ---\1 ;:;;,--~r-_1_a,:9z..~~1.5J1!!,'..B. ,.,.,._,,,,,_,_,,-ucCl:I..BAS~ TOO SHALLOW :---""rv -NEWPORT -BL-¥-U -rv-CB#3& ~.3.5.',_J.,Q~ IC_'I_ ~QJ ~BLt TO INSTALIL BMP • i'~ "' t> • 5.07 INV, H=2.01' · {:t> I 3.27 LF DOUBLE 12" PVC 44 S=0.0061 19+89. 72, 54.8 ' t> " t> t,-56:-521-''-l'R1-1T'---~'~- JOI N PROPOSED 6.49 FL UII & -----r------T-----T - - PROP-(JSED PARKWAY 48 CULVERT TYPE "B" JOIN EXISllNG PARKWAY CULVERT r&.69] EX R. STATION A (I] PROTECT IN PLACE !ITEM PER PLAN!. [iJJ REMOVIE AND DISPOSE OF RCP OR PVC TO LIMITS SHOWN ON DRAINAGE PLANS. REMOVE AND DISPOSE OF BURIED PCC PAVIEMENT IF REQUIRED TO INSTALL NEW DRAINAGE IMPROVEMENTS. ~ DISPOSlllON OF EXISllNG TRAFFIC SIGNAL APPURTENANCE (ITEM PER PLAN! PER TRAFFIC SIGNAL MODICA llON PLAN. NOTES TO CONTRACTOR 1. MINIMUM RCP GRADE SHAUL BE 0.5% !UNLESS OTHER~SE SHOWNJ. CATCH BASIN H DEPTH SHALL BE DEEP ENOUGH TO PROVIDE THIS MINIMUM GRADE. DESIGN ELEVATION LEGEND 100.00 ENGINEERED DESIGN ELEVAllON (100.00I POTHOLED ELEVATION [100.00] ELEVATIONS SHOWN ARE APPROXIMATE. CONTRACTOR HAS TO POTHOLE EXISllNG STORM DRAIN TO VERIFY ELEVATIONS. CONTRACTOR SHALL FIELD VERIFY ALL ELEVATIONS AND NOTIFY THE ENGINEER OF RECORD OF ANY DISCREPANCY PRIOR TO COMMENCEMENT OF WORK JUNCTION STRUCTLRE DESIGN DATA B C D E F G L ELEV S ELEV R -------------<®s CB #5 -------------<®8 CB 1/8 STA 15+82.52 52" 18" 3.57' 18" 2.41' 0.42' 0.42' 2.91' [4.83] 4.85 REMOVE INTERFERIN\,-t'.!JKllON 11 OF EXISTI G 12" SD ( ANDONEDI ·----G-----G-----G ---- ;u ---SL-----s-----TS----TS----- - A A ---- '" AND ---- 8.62 LF 18" RCP S=0.0058 45 I ---~-----~-----~-----~--\ 12+79.30, 27.09' LT z I CONG COLILAR 42 I IJ.75] INV '" I I 1 REMOVE INTERFERING ()R'fl0N-6f-EffiilN6- 18" SD G-----G-----G· -TS-----TS----- ----------------so-----st1---- NEWPORT BLVD Fi> ,I z ' 7' OPENING --TS--- NCH CATCH BASIN TOO SHALLOW NOT ABLE TO INSTALL BMP 54 SEE SHEET 15 SCALE: 1" = 10' b\lD l Ii IP I I I ~ 11 I / I I I / I I f I I / EXISllNG DOUBLE 12" SD -===~===== \ \ \ I"' I I "' \ \ I I " \ I \ " I \ \ I \ r \ ~ ,\-___ ,...._ ~~~ .. %~ , _, I ' ---I I _, ·--·- .... ' 'k ---- .... .... .... .... .... .... SEE SHEET 16 SCALE: 1" = 10' .... ---( = 45+08.41, 24.00''6 ..__ "-< ~ - ..__ -.. '1-5,1, 4.00' LT B #9, L=3.5', 6.18 TC ',..__ ' 42, CONC COLLAR [1,00] INV EAST , .s;-l't.05] INV ', JOINt-l<. 18" SD .... .... .... .... 'Ss 4./......_ .... .... .... .... .... .... .... .... ,,_, -----J-t-t-----45+oo J_ Iii I I I \ qi~ -I 32ND ST ~ ~ 5i ~ I 5 ~ J a. g ~ g r-- ~ ~ 'iii'.1- -o O z "< >J 0 ~ z m -c J ~ ~~ :> 11 ~ 9-u, 0 0 ~ ZS Z / C: "' C -------------<0 CB #3 '\::!_,) -------------<®6 CB #6 -------------<®9 CB #9 ~~ ~~ 1 8 u, 0 z ,0 < <O J o SEE SHEET 15 SCALE: 1" = 10' These Record Drawings have been prepared based on information submitted, in port, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may hove been incorporated into these plans as a result. SEE SHEET 16 SCALE: 1" = 10' SEE SHEET 17 SCALE: 1" = 10' a.~ f-~ ~.; ::> u ~~ ~--=~~------------~---------~-~~---~--------------------~---~----------~-------------------------------lo ~ '~ REVIEWIED: "' o -H' -C, Stantec : ? .,.,...,.,..,.. ~ DRAINAGE DETAILS ~ ii" 46 DISCOVERY, SlE. 250 (949) 474-1400 m " IRI/INE, CA 92618 (949) 261-8482 FAX ANDYANRCE63670 ~ ~ '----1------11--------------------+----r::-=~SE~N=IO~R_CI_VlrL~E~N~Gl~NE_E_R_-+----------------------,-------7 ~~ ,-J "' DESIGNED: DRAWN: ., 0 JWW/DML DML/AAK >-w f----------1 ~' CHECKED: DATE: SHEET OF !l; ~ UNDER THE SUPERVISION OF: fl 2 3 15 R.C.E. 63466 DATE 09/30/16 RECORD DRAWING NO. DATE DESCRIPTION OF REVISIONS APPROVED MRH 11/23 15 "'::0-L_ _______________________________________________________________ _j _ _y_ ________________ _j_ _________ _j_ _ __[ ____ _j_ ____________________ _j_ ___ _[_ ___ _:_:::..::.:i __ ===-'-------------------------_[_-------_J z - 30 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6023-S NEWPORT BOULEVARD WIDENING C-4881 23 STORM DRAIN DETAILS (1)RECORD DRAWINGS 48 These Record Drawings have been prepared based on information submitted, in port, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may hove been incorporated into these plans as a result. MOUNT \,/ING ON LH SIDE DR RH SIDE AS NEEDED. 8,,-..._ 9 • 17 10,22 4 • • • • 5 6 7 • • • 17 VO BAF'FLE VALL V02-06 V02-07 V02-08 VO -0 VO - VO -5 -- ILLUSTRAib DN..Y T y 1 -- 1 BMP-02 i .,, ~ I a ! [L I 8 "' a a "' ::; ;;- CLEARWATER BW--02 DETAIL 's; u _, "' --a CONTACT: JOE ARTHUR WWW.CLEARWA TERBMP.COM (800) 758-8817 O z "'< >~ o 3,-z . ~c ~ _Q ~3,-,. !;l ~;3- "' " " ~< <u Z / C: "' C .. ~ 0 0 ~ .. 1§ "' a z "' :5 :g [L ,':} f-~ ~:;:; ::,; u !>! .3------------------,-------------,-------,----,----------------------,---,~~m.------,---------------------------, o "' ~ REVIEWED: 8: ~ ~-C, Stantec IXllll11EnN 46 DISCOVERY, STE. 250 (949) 474-1400 TEL IR\i1NE, CA 92618 (949) 261-8482 FAX UNDER THE SUPERVISION OF: ;i; / I-> "' 0 ::,; ia [L "l N ANDYANRCE63670 ~ ~ ID 0 L--1-----L------------------_____j~------f-;~~SE~NilO~R~C~l~TLiE~N~GilN=EE~R:_-t--------------------,------I~~ 1:1.. DESIGNED: DRAWN: >-"' 11/23f,5 ill 09/30/16 RECORD DRAWING JWW/DML DML/AAK f----------i [§~ CHECKED: DA TE: SHEET OF !!; ~ L _________________________________________________________ l..:~'.__::__..:::__..:::.::....::___..:::. ___ R_._c._E._6_3_46_6 ___ DA_T_E_l ________ _L~N~o.~-~D~AT=E:__LD=E=sc=R=IP=T=I0=N=o~F=R=E~vI~sI_0N_s __________ _j_A_P_PR_o_~_D...L __ ____!M~R~H~_~,,!.L::.2:::.L!31~5L-____________________ 1..-______ ~~~ 30 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6023-S NEWPORT BOULEVARD WIDENING C-4881 24 STORM DRAIN DETAILS (2)RECORD DRAWINGS " l ;.~5 I L__ . f4B OD.) ·>---' ' ~·- ., i I '1 -" ',, o · ~ ,.,I® t I I e e ~~"-~-':;J;.~J!.-~ -~ c'.' . -· • -e e - - I I 1'4.75 29.90 0 0 I I 1---:i ,1 63) CLEARWATER BMP-03 DETAIL CONTACT: JOE ARTHUR WWW.CLEARWATERBMP.COM (800) 758-8817 These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. ,.. -r --u --,,.., ,.. -,.. ,;.. ,.. ~ -- . . .._ - ~ ~ II I I I I . 24' ·A -5'- ' TRASH ·BASKET -7 • , . MO1Jl'1T WING' ON. .iLH SIDEi bR RH ·s1DE ·As, INEEiiflo' ~-9 R EF ~ 12 .• • • APPtil[U [Mf~~I r.{(J,(le,;c' JQ.[R'i!Cl~G-P!:11> ~ER!Al. (IJlf,!(NTs, Sil[, DVG NO.' W'' .C -BMP~3 "'' I S"Elci,r;JW7 A 1---------24'---------< 3 BAFFLE HEIGHT • ABOVE BOTTOM ORIFICE HEIGHT ABOVE BOTTOM ORIFICE OPENING • SECTION A-A ·u·· .. : '. • 16' ITEM N□, CLEARWATER BMP-04 DETAIL CONTACT: JOE ARTHUR WWW.CLEAR WA TERBMP .COM (800) 758-8817 1 2 . 2A 3 4 5 6 7 8 9 10 11 12 13 14 15 16 / I PART NUMBER DESCRIPTI□N 1,1S04-01 BASE PLATE l,ELDMENT 1,104-02-01 BACK PLATE 1,104-02-02 BACK PLATE FIN 1,104-03 LEFT /RIGHT SIDE ASSY 1,104-04 BAFFLE l,IALL 1,104-06 T□P COVER 1,104-07 FILTER CARTRIDGE 1,104-08 FILTER CARTRIDGE · 1,104-09 FILTER GUIDE 1,104-10 FRONT PANEL 1,101-15 FRAME ASSEMBL Y(NOT SHOIJN) C'<IOl-16 RASH BAG. HOLDER V3CNDT SHOl,I QUANTITY I I 2 I EACH I I 1 I 2 1 1 1 ) 2 . BMP-04 i .,, ~ I a ! CL I 8 "' a a "' ::; ;;- 's; u _, "' --a O z "'< >~ a 3,, z . ~c ~ .Q ~3,-,. !;l ~;3- "' " " ~< <u Z / C: "' C .. ~ 0 0 ~ .. 1§ "' a z "' :5 :g CL _:} f-~ ~:;:; ::,; u !>! .3---------------------------------------------------------------------------------------------------------------lo "' ''flt...,., REVIEWED: o: :g ~ -C, Stantec ~? IXllll11EnN ~ 0 ::,; 46 DISCOVERY, STE. 250 (949) 474-1400 TEL ~ ~ IR\i1NE, CA 92618 (949) 261-8482 FAX ANDYANRCE6367() ~ ~ UNDER THE SUPERVISION OF: SENIOR CIVIL ENGINEER §! '" '---+-----+-----------------------l----r::-:==:::----r==-:----t-------------------------r--------7~"' " DESIGNED: DRAWN: ID 0 I I >-'° JWW DML DML AAK o: ,:;_ c----------, a a CHECKED: DA TE: SHEET OF !!a ~ JE R.C.E. 63466 DATE 09/30/16 RECORD DRAWING NO. DATE DESCRIPTION OF REVISIONS APPROVED MRH 11 23 15 w "' ~-------------------------------------------------------------------~-~-----------------~---------~--~----~---------------------~---~-----~--~~-~-----------------------~--------~z a 30 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6023-S NEWPORT BOULEVARD WIDENING C-4881 SIGNING AND STRIPING PLANS 25 RECORD DRAWINGS w > 0 m <C w w U) I 0 0 + CX) ,.... <C 1-U) w ~ 0 1- <C ~ (<,,«,,'\ '?,'\~ ~y,. ~'? '?>o ~'\?~ R5-1 W73ACCA! R26CSXCAXMODJ R81 ) ELIN ~ PER FIELD 20' TYP. / • • NEWPORT BL VD ' • ,.., -- E N CCA) \ R6-1CRTI TYPE K-HC 0 \ \ \ \ • \ I I R2 1C30J TYPE K-HCA) I I Si~ NOT REINSTALLED RL • TYPE IVIU 30TH STREET 31ST STREET FINLEY A VENUE NEWPORT BL VD • • • • • • • - ----------------------~------r--:===1~~-~-~==~~r~~~~~-r ~~-~I --r-~-~-• TYPE- IVCU I R4-7 TYPE NCCA) Ro-llRl - -HCA) 4-7 E NCCA) - • R26<SKCA».10D. RBHCAl ,, ••• l!i!i1 R2ajsxcAJ R28(SKCAl ® R26 SXC • <B •• ::: ! ® . -- N 22'1'00 ... N ------ R4-4 I & SIGN N SEE SHEET 26 32ND STREET ~ ~ ~ ~ll{t llll llll llll 0 'r"'"'iF"7",//,,..., -,,,,-,,-Jn -- • I ARKING ON! FIRST I 2 I I I • • • I l· T '6 • • • • • • . r 32ND STREET SEE SHEET 26 SHORT STREET R5-80 R3-5<R I I I I ~ VIA LIDO J EU - 'O - RL EM-la [ R6-TTRT) ----- 0 I TYPEL-HCA) 205• --- • ---- ' ''BIKE LANE" "BIKE LANE" 115 AND ARROW AND ARROW R26CSXCAXMODJ RBHCA) E R2BCSXCAXL T IRTI W4-2 -- 26+49.47 0 TYPE IVCITTJ --1 ----- -1 --5CRTI . ~ - 0 TYPEIVCTI~ • - N.,.RA1._ A Vf:NlJf: J1i} -~ Lt. - R4-7 - -0 rd OJ lH El V(L) U) I 0 0 + -~ - NO STOPPm ENTIRE BLOCK 24" R26(S)(CA)MOD. • 0 ,.., CONSTRUCTION NOTES: @ PAINT 4" BROKEN WHITE LANE LINE PER CALTRANS STD. PLAN A20A, DETAIL 9. @ PAINT 50' SOLID WHITE 4" INTERSECTION LEAD-IN /LEAD-OUT LINE, @ PAINT WHITE 12" CROSSWALK/LIMIT LINE PER CALTRANS STD, PLAN A24E AND ABBA, CROSSWALK SHALL BE 10' IN WIDTH (INSIDE TO INSIDE!, UNLESS OTHERWISE INDICATED. @ PAINT WHITE PAVEMENT MARKING SPECIFIED PER CALTRANS STD. PLAN A24A TO A24E. @ PAINT SOLID WHITE B" CHANNELIZING LINE PER CALTRANS STD. PLAN A20D, DETAIL 38. @ PAINT 4" SOLID DOUBLE YELLOW MEDIAN ISLAND LINE PER CALTRANS STD. PLAN A20B, DETAIL 29. @ PAINT SOLID WHITE 6" BIKE LANE LINE PER CALTRANS STD. PLAN A20D, DETAIL 39 . @ PAINT 4" SOLID DOUBLE YELLOW LINE PER CALTRANS STD. PLAN A20A, DETAIL 22. @ PAINT 8" BROKEN WHITE LANE DROP STRIPE PER CALTRANS STD. PLAN A20C, DETAIL 37B, @ PAINT 12" SOLID WHITE CHEVRON AT 10' CENTER TO CENTER SPACING. @ PAINT 6" BROKEN WHITE BIKE LANE STRIPE PER CALTRANS STD. PLAN A20D, DETAIL 39A. @ PAINT WHITE ON-STREET PARKING MARKINGS PER DETAIL A, @ INSTALL RED CURB MARKING TO LENGTH SHOWN ON PLAN. Q2j PAINT 4" BROKEN WHITE LANE LINE EXTENSION STRIPE PER CALTRANS STD. PLAN A20D, DETAIL 40. @ INSTALL BIKE LANE LEGEND WITH GREEN BACKGROUND . @ PAINT 8" SOLID WHITE EXIT RAMP LINES PER CALTRANS REVISED STD. PLAN A20C, DETAIL 36. @ PAINT 4" SOLID BLUE LINE TO MATCH EXISTING ACCESSIBLE PATH, IT] EXISTING SIGN(S) TO REMAIN AS INDICATED ON PLAN . [I] INSTALL POST AND SIGN(S) AS INDICATED ON PLAN. [@ RELOCATE EXISTING POST AND SIGN(S) AS INDICATED ON PLAN. filij REMOVE AND SALVAGE SIGN(Sl AS INDICATED ON PLAN . GENERAL NOTES (STRIPING): 1. TRAFFIC STRIPES, TRAFFIC SIGNING, PAVEMENT LIEGENDS, MARKINGS, AND RAISED PAVEMENT MARKERS SHALL CONFORM TO THE FOLLOWING: 2014 CALIFORNIA MUTCD AND THE 2010 CALTRANS STANDARD PLANS/STANDARD SPECIFICATIONS. 2. TEMPORARY TRAFFIC STRIPING AND MARKINGS SHALL BE PAINT APPLIED IN TWO COATS AND AS SOON AS POSSIBLE WITHIN 24 HOURS AFTER REMOVAL OF CONFLICTING STRIPING. 3. ALL FINAL STRIPING SHALL BE REFLECTORIZED THERMOPLASTIC APPLIED AT A MINIMUM THICKNESS OF 0.45 MM. CROSSWALKS AND LIMIT LINES SHALL BE APPLIED AT MINIMUM THICKNESS OF 0.90 MM. THE FINAL STRIPING SHALL NOT BE APPLIED UNTIL THE PAVING HAS BEEN IN PLACE FOR AT LEAST 15 DAYS. 4. SIGNS SHALL BE FURNISHED AND INSTALLED PRIOR TO THE TEMPORARY STRIPINGS PER THE SPECIAL PROVISIONS, 5. ALL CONFLICTING LINES, EXISTING CURB PAINT, AND MARKINGS SHALL BE REMOVED BY WET SANDBLASTING, GRINDING, OR OTHER APPROVED METHOD PRIOR TO INSTALLATION OF NEW STRIPING. ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL BE REMOVED. PAVEMENT THAT IS DAMAGED DUE TO REMOVAL OF MARKERS SHALL BE REPAIRED TO THE SATISFACTION OF THE ENGINEER. 6. STRIPING SHALL BE CAT TRACKED AND APPROVED BY THE ENGINEER PRIOR TO FINAL INSTALLATION. 7. ALL EXISTING SIGNING AND STRIPING SHALL BE PROTECTED IN PLACE UNLESS NOTED OTHERWISE. 8. ALL "BIKE LANE" AND BIKE LANE ARROW PAVEMENT MARKINGS ON CONCRETE SHALL HA VE A GREEN BACKGROUND. ~ .,, [ii ~ I 5 z :5 [l_ 6 a :g ~ :;:; ~ !E ~ _, "' " -a O z "< >~ o 3,-z • ~c ~ .Q ~3,-,. !;l ~;3- "' " " ~< <u Z / C: "' C .. ~ 0 0 ~ .. 1 _, ________ , ________ -7 ___ , ____ ..._.----7 4' RED CURB 7 "'--CURB These Record Drawings have been prepared based on information submitted, in part, by others, While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. 1§ "' 0 z "' :5 :g [l_ ~ f-~ ~:;:; ::,; u !>! .3---------------------------------------------------------------------------------------------~ o "' ''flt...,.. REVIEWED: o: :g ~ -C, Stantec ~? IXllll11EnN f---+-----+-------------1----1 ~, /o ~ NEWPORT BOULEVARD ""' 46 DISCOVERY, STE, 250 (949) 474-1400 TEL ._...,,,3 ) (_) ~ "- IR\i1NE, CA 92618 (949) 261-8482 FAX ANTONY 'BRINE "' ~ ,115 0 UNDER THE SUPERVISION OF: ._...,,,3 CITY TRAFFIC ENGINEER §! ".: 1-==-+-----+-------------------+----=----t~D~ES~IG~N~E~D,---,~DR~A7.W~N,----t-----------------------,--------1ffi ~ ._...,,,3 SN/JP SN/JP ~ "' i----------1 0 ~ CHECKED: DA TE: SHEET OF !!a s;_ 11 23 15 w _ ~---------------------------------------------------------~~---------------~--------~-~---~------------------~--~----~--~~~--------------------~------~z - DETAIL A GRAPHIC SCALE 40 0 40 120 SCALE: 1" = 40' JE R.C,E. 63466 DATE & 09/30/16 RECORD DRAWING ~ 07 /08/16 SIGN /STRIPE CHANGES Lh 06/16/16 REMOVE/SALVAGE R3-4 SIGN NO. DATE DESCRIPTION OF REVISIONS APPROVED 30 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6023-S NEWPORT BOULEVARD WIDENING C-4881 SIGNING AND STRIPING PLANS 26 RECORD DRAWINGS \ \ \ \ \ \ \ 20' TYP. 1 _, ________ , _________ 7-------.....----7 4' RED CURB 7 '(__ CURB DETAL A GRAPHIC SCALE 40 0 40 SCALE: 1" = 40' I ,, , , I I ·, , • TYPE , IV(Ll , , I I ------- -------- -7 I....._ (bl~ ~. "" S L ·R[~URB MARKING Oi?l='IRS :$~ - ------------- I CONSTRUCTION NOTES: @ PAINT 4" BROKEN WHITE LANE LINE PER CALTRANS STD. PLAN A20A, DETAIL 9. @ PAINT 50' SOLID WHITE 4" INTERSECTION LEAD-IN /LEAD-OUT LINE. @ PAINT WHITE 12" CROSSWALK/LIMIT LINE PER CALTRANS STD. PLAN A24E AND ABBA. CROSSWALK SHALL BE 10' IN WIDTH (INSIDE TO Q INSIDEl, UNLESS OTHERWISE INDICATED. ~ PAINT WHITE PAVEMENT MARKING SPECIFIED PER CALTRANS STD. PLAN A24A TO A24E, @ PAINT SOLID WHITE 8" CHANNELIZING LINE PER CALTRANS STD. PLAN A20D, DETAIL 38. Q§j PAINT 4" SOLID DOUBLE YELLOW MEDIAN ISLAND LINE PER CALTRANS STD. PLAN A20B, DETAIL 29. @ PAINT SOLID WHITE 6" BIKE LANE LINE PER CALTRANS STD. PLAN A20D, DETAIL 39. @ PAINT 4" SOLID DOUBLE YELLOW LINE PER CAL TRANS STD. PLAN A20A, DETAIL 22. @ PAINT 8" BROKEN WHITE LANE DROP STRIPE PER CALTRANS STD. PLAN A20C, DETAIL 37B. @ PAINT 12" SOLID WHITE CHEVRON AT 10' CENTER TO CENTER SPACING. @ PAINT 6" BROKEN WHITE BIKE LANE STRIPE PER CALTRANS STD. PLAN A20D, DETAIL 39A. @ PAINT WHITE ON-STREET PARKING MARKINGS PER DETAIL A. 0 INSTALL RED CURB MARKING TO LENGTH SHOWN ON PLAN. 0 PAINT 4" BROKEN WHITE LANE LINE EXTENSION STRIPE PER CALTRANS STD. PLAN A20D, DETAIL 40. @ INSTALL BIKE LANE LEGEND WITH GREEN BACKGROUND. [@ RELOCATE EXISTING POST AND SIGN(SI AS INDICATED ON PLAN. [I] EXISTING SIGN(SI TO REMAIN AS INDICATED ON PLAN. [I] INSTALL POST AND SIGN(SI AS INDICATED ON PLAN. ffiij REMOVE AND SALVAGE SIGN(Sl AS INDICATED ON PLAN. GENERAL NOTES (STRIPt.JG): 1. TRAFFIC STRIPES, TRAFFIC SIGNING, PAVEMENT LEGENDS, MARKINGS, AND RAISED PAVEMENT MARKERS SHALL CONFORM TO THE FOLLOWING: 2014 CALIFORNIA MUTCD AND THE 2010 CALTRANS STANDARD PLANS/STANDARD SPECIFICAllONS. 2. TEMPORARY TRAFFIC STRIPING AND MARKINGS SHALL BE PAINT APPLIED IN TWO COATS AND AS SOON AS POSSIBLE WITHIN 24 HOURS AFTER REMOVAL OF CONFLICTING STRIPING. 3. ALL FINAL STRIPING SHALL BE REFLECTORIZED THERMOPLASllC APPLIED AT A MINIMUM THICKNESS OF 0.45 MM. CROSSWALKS AND LIMIT LINES SHALL BE APPLIED AT MINIMUM THICKNESS OF 0.90 MM. THE FINAL STRIPING SHALL NOT BE APPLIED UNllL THE PAVING HAS BEEN IN PLACE FOR AT LEAST 15 DAYS. 4. SIGNS SHALL BE FURNISHED AND INSTALLED PRIOR TO THE TEMPORARY STRIPINGS PER THE SPECIAL PROVISIONS. 5. ALL CONFLICTING LINES, EXISllNG CURB PAINT, AND MARKINGS SHALL BE REMOVED BY WET SANDBLASllNG, GRINDING, OR OTHER APPROVED METHOD PRIOR TO INSTALLAllON OF NEW STRIPING. ALL CONFLICllNG RAISED PAVEMENT MARKERS SHALL BE REMOVED. PAVEMENT THAT IS DAMAGED DUE TO REMOVAL OF MARKERS SHALL BE REPAIRED TO THE SAllSFACllON OF THE ENGINEER, ~ .,, NEWPORT BL VD SEE SHEET 25 6. STRIPING SHALL BE CAT TRACKED AND APPROVED BY THE ENGINEER PRIOR TO FINAL INSTALLAllON, 7. ALL EXISllNG SIGNING AND STRIPING SHALL BE PROTECTED IN PLACE UNLESS NOTED OTHERWISE. [ii ~ I 5 z :5 C. 120 These Record Drowings have been prepored based on informotion submitted, in port, by others. While this information is believed to be relioble, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. 8. ALL "BIKE LANE" AND BIKE LANE ARROW PAVEMENT MARKINGS ON CONCRETE SHALL HAVE A GREEN BACKGROUND. 6 a :g ~ :;:; ~ !E ~ _, "' " -a O z "< >~ o 3,-z . ~c ~ .Q ~3,-,. !;l ~;3- "' " " ~< <u Z / C: "' C .. ~ 0 0 ~ .. 1§ "' 0 z "' :5 :g C. ,':} f-~ ~:;:; ::,; u !>! ,3--------------------------------------------------------------------------------------------------~ o "' ''flt...,.. REVIEWED: o: :g ~ -C, Stantec ~? IXllll11EnN f---+----+---------------+----1 ~, /o ~ 32ND STREET ",. 46 DISCOVERY, STE. 250 (949) 474-1400 TEL ) (_) ~ c. IRll1NE, CA 92618 (949) 261-8482 FAX ANTONY 'BRINE ~ ~ UNDER THE SUPERVISION OF: ~ 09/30/16 RECORD DRAWING s-4,3 CITY TRAFFIC ENGINEER §! ".: 1--==-+-------l---------------------+----=---t-:D~E~Sl~GN7.E~D-:---,.D~R~A~WN~:----t------------------------,-------7 ffi ~ Lh 07 /08/16 SIGN/STRIPE CHANGES s-4,3 SN/JP SN/JP ~"' e-------------j O ~ NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DA TE: SHEET OF !!; s;. JE R.C.E. 63466 DATE 11 23 15 w _ ~------------------------------------------------------------~~----------------~--------~-~----~-------------------~--~----~--~~~~---------------------~------~z - 30 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6023-S NEWPORT BOULEVARD WIDENING C-4881 TRAFFIC SIGNAL MODIFICATION PLAN 27 RECORD DRAWINGS SIGNAL PHASE DIAGRAM CONDUCTOR SCHEDULE A.W.G. ...., OR 5 CABLE 1'11' c.. CIRCUIT TOTAL CABLES 12 #10 06, 06P, 04PPB 04, 08, 04P, 06PPB 08, 06PPB 08, 06P, 08P, 08PPB 02 02, 04, 02P, 08P, 08PPB 08 02PPB 04, 02PPB 02, 06, 02P, 04P, 04PPB 04PPB 04, 06, 08, 04P 04PPB 12CSC 3CSC IISNS LUMINAIRES TRACE WIRE 01 DETECTORS 02 DETECTORS 2 2 2 1 1 1 2 2 2 2 2 2 1 1 1 1 1 TYPE "B"l-----'0'.,:'.3~D~ETE=CT-'-'=O'.'.'.RS~------t----l-----l----~"""'*=:1,csq.c,,...J-_-l----"--\f!=,=t,:: DLC 04 DETECTORS 05 DETECTORS 06 DETECTORS 1 5 2 5 5 2 2 2 2 5 5 5 5 1211 NOT USED 05 NOT USED ~ \\ ~ \ \ ~ \ \ ~ 2 ~ 2 1 4 2 5 ,_0=7~D=ETE=CT=O=RS~------+--+--+----+--+--+----+--+--+----+--+-------<----•~--- 08 DETECTORS 1 1 1 1 TOTAL DLC EVP OPTICOM MODEL 138 DETECTOR CABLE J CONDUIT FILL PERCENTAGE CONDUIT SIZE 2" 3" 3" 4" 4" 3'" 2-4" 2-0 <O N N N 11 N (E) -EXISTING (N) -NEW (N) (N) (N) (N) (N) (N) (N) (N) (N) (N) (N) ALL CONDUCTORS AND CABLES ARE NEW INCLUDING WITHIN POLES AND MAST ARMS. ALL CONDUCTORS AND CABLES SHALL BE CONTINUOUS WITH NO MID SPUCE. ALL CALLOUTS ARE NEW EXCEPT WHERE SHOWN OTHERWISE: (E) -EXISTING LEGEND: 0 CALTRANS MODIFIED TYPE E LOOP DETECTOR IS2I FIBER OPTIC SPLICE VAULT -- ~\ <1 ,.._ "V\ \-~2 ' ' • ------- -- N N -,- N N EX. 2.5" C 48 SMFO TO CONTIROLLER CABINET AT 28TH ST. (APPROX 950 LFl INSTALL 2"C, 2 DLC R/W ----L ' ' J.-' -· ' . EXISTIN \ l ooP ------- 1212 > -<E---➔ 06 ~-➔ < R/W 03 1214 ifl.!, I NOT USED v 'V 1217 08 t 4'1!, NOT USED I V I I I / I C, /◊ R/W "?'?~~' I I 1J I I I I b post ------- These Record Drawings have been prepared based on information submitted, in port, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may hove been incorporated into these plans as a result. \ \ \ \ \ \ \ \ \ - - R/W I I I I I \ \ "' \ STR CITY OF NEWPORT BEACH TRAFFIC SIGNAL GENERAL NOTES: 1. SEE SPECIAL PROVISIONS FOR SPECIFICATIONS ON FIBER OPTIC CABLE, CONTIROLLERS, CCTV CAMERA, DATA/VIDEO TIRANSMISSION EQUIPMENT AND ALL PROJECT ELEMENTS. 2. THE CONTIRACTOR SHALL REPAIR ALL DAMAGED LANDSCAPING AND IRRIGATION TO THE SATISFACTION OF THE ENGINEER. 3. CONDUIT SHALL NOT BE INSTALLED WITHIN ONE FOOT OF EITHER SIDE OF WHEEL TIRACKS (PARALLEL TO WHEEL TIRACKS). CROSSINGS ARE ALLOWED. 4. CONDUIT SHALL NOT BE INSTALLED DIRECTLY OVER ANY UTILITY UNE (PARALLEL WITH THE LINE). UTILITY LINE CROSSINGS ARE ALLOWIED. 5. LOCATIONS OF CONDUIT SHOWN ON THE PLANS ARE SCHEMATIC IN NATURE. FINAL LOCATION OF CONDUITS SHALL BE DETERMINED AS DIRECTED BY THE ENGINEER IN THE FIELD. 6. PULL BOXES AND SPLICE BOXES SHALL NOT BE LOCATED IN DRIVEWAYS OR OTHER LOCATIONS WHICH MAY INTERFERE WITH THE MOVEMENT OF PEOPLE OR VEHICLES. PULL BOX LOCATIONS SHALL BE ADJUSTED AS NEEDED. 7. PULL BOXES AND SPLICE BOXES FOR FIBER OPTIC CONDUIT RUNS SHALL BE INSTALLED IN ACCORDANCE WITH THIS SHEET AND INSCRIBED WITH "TIRAFFIC SIGNAL FIBER OPTIC". 8. WHERE CONDUIT IS INSTALLED AND DISTURBS EXISTING STRIPING, CONTRACTOR SHALL REPLACE STIRIPING. SEE SPECIAL PROVISIONS FOR CONTIRACTOR RESPONSIBILITY FOR TEMPORARY PAVEMENT MARKINGS. 9. THE CONTIRACTOR SHALL HAND DIG AND EXPOSE ALL UTILITY CROSSINGS PRIOR TO ANY OPEN TRENCHING OPERATIONS OR DIRECTIONAL BORING. THE CONTRACTOR SHALL USE EXTIREME CARE WHEN EXPOSING EXISTING UTILITIES. 10. EXISTING UNDERGROUND UTILITIES SHOWIN ARE TAKEN FROM RECORD INFORMATION TO AID THE CONTRACTOR. CONTIRACTOR SHALL VERIFY LOCATION (BOTH VERTICAL AND HORIZONTAL) OF ALL EXISTING UNDERGROUND LINES (SHOWIN OR NOT) AND NOTIFY ENGINEER OF ANY DISCREPANCIES OR CONFLICTS PRIOR TO DOING STREET WORK. 11. THE CONTIRACTOR SHALL LOCATE, PROTECT, SHORE, BRACE, SUPPORT, AND MAINTAIN ALL EXISTING FACILITIES INCLUDING GAS, WATER, IRRIGATION, SEWER, POWIER, STIREET UGHTS, TELEPHONE, AND OTHER CONSTIRUCTION WHICH MAY BE UNCOVERED OR OTHERWISE AFFECTED BY THE WORK. CONTIRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND PRESERVATION OF ALL SUCH FACILITIES IN THE AREA OF CONSTRUCTION, AND SHALL NOTIFY UTILITIES FORTY-EIGHT ( 48) HOURS IN ADVANCE OF ANY CONSTIRUCTION. USA (UNDERGROUND SERVICE ALERT) SHALL BE CALLED AT 800-227-2600 BEFORE PLANTING TREES, TIRENCHING, DIGGING POST HOLES, BLASTING, GRADING, EXCAVATING, DRILUNG, BORING, ETC. 12. ALL TRAFFIC CONTROL DEVICES SHALL BE IN PLACE BEFORE WORK IS STARTED. DEVICES NO LONGER REQUIRED SHALL BE REMOVED AS SOON AS POSSIBLE. 16. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTIRUCTED IN ACCORDANCE WITH 2010 STATE STANDARD SPECIFICATIONS AND PLANS, THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTIRUCTION", 2009 EDITION AND SUPPLEMENTS TO DATE, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTIRAcrs SPECIAL PROVISIONS. 17. ALL BORINGS SHALL BE OUTSIDE THE DRIP UNE OF ALL TREES TO PREVENT ROOT DAMAGE. 18. BURIED TIRAFFIC SIGNAL LOOPS, DAMAGED OR CUT, SHALL BE REPLACED BY CONTRACTOR TO CITY SPECIFICATIONS. NOTIFY CITY INSPECTOR IMMEDIATELY AND TRAmc DEPARTIMENT 24 HOURS PRIOR TO ANY WORK IN THESE AREAS. 19. AT LOCATIONS WHERE CONTRACTOR REMOVES EXISTING SIC IN EXISTING CONDUIT, CONTIRACTOR SHALL FURNISH AND INSTALL ONE (1) #10 GREEN STIRANDED WIRE FOR FUTURE USE AS PULL WIRE AND TIRACE WIRE. #10 TIRACE WIRE SHALL BE CONNECTED IN PULIL BOXES WITH A SPLIT-BOLT CONNECTOR. 20. 21. 22. 23. 24. 25. ALL NEW CONDUITS SHALL CONTAIN ONE (1) #10 GREEN STRANDED WIRE FOR FUTURE USE AS PULL WIRE AND TIRACE WIRE. #10 TIRACE WIRE SHALL BE CONNECTED IN PULL BOXES WITH A SPLIT-BOLT CONNECTOR. THE CONTIRACTOR SHALL FIELD VERIFY ELECTRICAL SERVICE LOCATIONS AND PROVIDE ALL NECESSARY ACCESSORIES FOR INSTALILING TIRAFFIC SIGNAL CABINETS, FIBER, COMMUNICATION EQUIPMENT, AND CCTV SYSTEM. ALL CONDUITS SHALL ENTER AND EXIT PULL BOXES WITH 45 DEGREE SWIEEPS. ALL NEW CONDUIT INSTALILA TIONS SHALL BE SCHEDULE 80 PVC OR HDPE PER CITY OF NEWPORT BEACH SPECIFICATIONS. PRIOR TO INSTALLING NEW CONDUCTORS IN EXISTING CONDUITS, THE CONTIRACTOR SHALL CLEAN THE EXISTING CONDUIT WITH A CYLINDRICAL BRUSH, BLOWIN OUT WITH COMPRESSED AIR, AND THEN A MANDREL PULLED THROUGH. FIBER OPTIC CABLE SHALL BE INSTALLED WITH 15 FEET OF EXTIRA CABLE IN PULL BOXES AND SIGNAL CABINETS. 50 FEET OF EXTIRA CABLE SHALL BE INSTALLED IN SPLICE VAULTS. ii' .,, I!! Si I 5 z CONSTRUCTION NOTES (THIS SHEET): I I I I 3bTH // TREET POLE SIGNAL LED LUMINAIRE* POLE DATA SIGNAL MOUNTING SCHEDULE PED. PUSH BUTTON BIKE PUSH BUTTON POLE LOCATION IISNS/LED** (DOUBLE FACE) :5 Cl. 6 a :g OJ IT] 0 ~ ~ 0 0 ~ ~ [!£] [DJ @] @] INSTALL EXISTING ASC3/2100 ECONOLITE CONTIROLLER IN EXISTING TYPE P CABINET COMPLETE WITH MODIFIED TYPE II SERVICE, OPTICOM MODEL 764 4-PHASE SELECTOR, ETHERNET SWITCH, FIBER PATCH PANEL, AND MISCELLANEOUS EQUIPMENT ON NEW FOUNDATION. NOT USED. INSTALL SPLICE CLOSURE. FUSION SPLICE 48 STRAND SMFO CABLE TO 6 STIRAND SMFO CABLE. COIL 50 FEET EACH OF 48 STIRAND SMFO AND 6 STIRAND SMFO CABLE. INSTALIL NEW LOOPS AS INDICATED ON PLAN. LIMIT LINE LOOPS SHALL BE MODIFIED TYPE E PER SPECIAL PROVISIONS. ADDITIONAL LOOPS SHALL BE TYPE E. INSTALL OPTICOM DETECTOR MODEL 722 ON SIGNAL POLE/MAST ARM PER MANUFACTURER'S SPECIFICATIONS AS SHOWN ON PLAN. REMOVE AND SALVAGE EXISTING STANDARD AND EQUIPMENT COMPLETE AND REMOVE FOUNDATION. INSTALL 48 STRAND SMFO IN NEW CONDUIT WITH PULL ROPE AND #10 GREEN TIRACE WIRE. INSTALIL NO. 6 PULLBOX, UNLESS OTHERWISE NOTED. REMOVE EXISTING FOUNDATION AND CONSTIRUCT NEW FOUNDATION. INSTALL 6 STRAND SMFO IN NEW CONDUIT WITH PULIL ROPE AND #10 GREEN TIRACE WIRE. COIL 15 FEET OF SMFO CABLE IN PULL BOX FOR SLACK. CONTIRACTOR SHALL COMPLETE ALL CONNECTIONS BETWIEEN 6 STIRAND SMFO CABLE, FIBER PATCH PANEL, ETHERNET SWITCH, AND CONTROLLER FOR THE INTENDED OPERATION. INSTALIL BATTERY BACK-UP SYSTEM PER SPECIAL PROVISIONS. ~ ~ ~ § [I] OJ §g [§£1 20 ABANDON. IF APPLIED TO CONDUIT, REMOVE CONDUCTORS. INSTALL PULL BOX IN EXISTING CONDUIT RUN. INSTALL CONDUIT INTO EXISTING PULL BOX. E.C.R. E ~~~~~~---, TYPE NO. HEIGHT 1 26-4-100 30' 1-A 10' 15TS 30' 15TS 30' M.A. M.A. WATTS VEH."' M.A."' PEO. 40' 15' 250 SV-1-T 2-MAS SP-1-T TV-2-T SP-1-T 12' 250 SV-1-TA 15' 250 SV-1-T SP-2-T PHASE POLE QUAD. PHASE POLE QUAD. E ¢4P N 5' ¢6P E ¢6P E -5' ¢BP s ¢6 E B C SIZE -2.5' 30th St 6' 2' 2.5' -2.5' 9' 2.5' ~ :;:; ~ !E ~ _, "' " -a CONNECT NEW AND EXISTING CONDUIT. REMOVE EXISTING CONDUCTORS AND INSTALL CONDUCTORS AS INDICATED. B -B c~ 1-A 10· 17-2-70(E) 30' TV-1-T 20'(E) 15' 250 SV-2-TA MAS 3' SP-2-T ¢BP s EXISTING 3' 30th St 6' O z "< >~ o 3,, z . ~c ~ .Q PROTECT IN PLACE EXISTING EQUIPMENT. INSTALL SIGN AS SHOWIN ON PLAN. RELOCATE EQUIPMENT. a::: 0 cri 8 9 PPB POST 15TS 1-A E PPB POST 4' 30' 12· 250 SV-1-T 10' lV-2-T SP-2-T 4' ¢2P w 08 s ¢2P w 04P N 02 w ¢4P s -2.5' 2.5' -8' -2.5 EXISTING 7' -2.5' - ~3,-,. !;l ~;3- "' " " ~< <u Z / C: "' C EQUIPMENT OR MATERIAL TO BE REMOVED AND BECOME THE PROPERTY OF THE CONTIRACTOR. EXACT LOCATION BY ENGINEER IN THE FIELD *POLE LOCATION CODE 1 15TS 30 12' 250 SV-3-TB SP-2-T _,. 2.5' .. ~ 0 0 ~ .. hi> GRAPHIC SCALE 0 20 60 SCALE: 1" = 20' PPB POST 4 04P N 12.5 5 ALL EQUIPMENT IS NEW UNLESS NOTED: (E) -EXISTING; (RL) -RELOCATED * LED FIXTURE SHALL BE GE EVOLVE SCALABLE SERIES OR APPROVED EQUAL BY TI-IE CITY ENGINEER. SEE SPECIAL PROVISIONS. •• 1.1.S.N.S. SHAll BE EDGE-UT LID Will-I CUSTOM SIGN PANELS PER SPECIAL PROVISIONS. SIGN PANELS SHALL BE APPROVED BY CITY PRIOR TO FABRICATION. "' ALL NEW VEHICLES HEADS SHALL BE 12". 1§ "' 0 z "' :5 :g Cl. ,':} f-~ ~:;:; ::,; u !>! .3-------------------------------------------------------------------------------------------------< o "' ' 'flt...,., REVIEWIED: o: :g ~ -C, Stantec ~? COIIIUJ.:l1N f---+-----+--------------1----1 ~, /o ~ NEWPORT BLVD AND 30TH STREET ""' 46 DISCOVERY, STE. 250 (949) 474-1400 TEL ) (_) ~ c. IRll1NE, CA 92618 (949) 261-8482 FAX ANTONY 'BRINE "' ~ ~ 09/30/16 RECORD DRAWING s-4,3 CITY TIRAFFIC ENGINEER ; ~ i-==--l--------+-------------------+----=----t~D~ES~IG~N~E~D:---.-~DR~A7.W~N:---t----------------------,--------1ffi ~ L'.h 06/16/16 ELIMINATE BPB AND INSTALL TIRAFFIC LOOPS s-4,3 SN/JP SN/JP ,_ ______ _, ~ r DESCRIPTION OF REVISIONS APPROVED CHECKED: DA TE: SHEET OF !!; s;. UNDER THE SUPERVISION OF: JE R.C.E. 63466 DATE NO. DATE 11 23 15 w _ ~---------------------------------------------------------~~---------------~--------~-~---~------------------~--~----~--~~~--------------------~------~z - 30 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6023-S NEWPORT BOULEVARD WIDENING C-4881 28 TRAFFIC SIGNAL MODIFICATION PLAN RECORD DRAWINGS CONDUCTOR SCHEDULE CIRCUIT ¢2, ¢5, ¢2P ¢7, ¢2P, ¢2PPB ¢1, ¢7P, ¢7PPB ¢7, ¢7PPB ¢1, ¢2 ,¢6, ¢8, ¢6P, ¢6PPB - ¢8, ¢6P, ¢6PPB TOTAL 12CSC 4 CABLES 3CSC 12 IISNS 2 2 2 2 2 2 2 #10 LED LUMINAIRES TRACE WIRE 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 ¢1 DETECTORS 1 1 ¢2 DETECTORS 5 5 5 5 5 5 TYPE "B" ¢3 DETECTORS 1-----'--'-=-======-----+-----11---+-+-----ll---+-+-----ll---+----l DLC ¢4 DETECTORS ¢5 DETECTORS 2 1 1 1 ¢6 DETECTORS 5 5 ¢ 7 DETECTORS 3 3 3 3 ¢8 DETECTORS 2 2 2 TOTAL DLC 8 8 6 6 3 3 17 17 CCTV COHU VIDEO CABLE 1 1 EVP OPTICOM MODEL 138 DETECTOR CABLE 2 1 2 4 4 6 STRAND SMFO CABLE CONDUIT FILL PERCENTAGE 17% -18% 24% 29% 29% CONDUIT SIZE E -EXISTING N -NEW ALL CONDUCTORS AND CABLES ARE NEW INCLUDING CCTV COHU VIDEO CABLE AND WITHIN POLES AND t.lAST ARMS. ALL CONDUCTORS AND CABLES SHALL BE CONTINUOUS WITH NO MID SPLICE. ALL CALLOUTS ARE NEW EXCEPT WHERE SHOWN OTHERWISE: (E) -EXISTING 2-4' 2-4" SIGNAL PHASE DIAGRAM 01 02 03 04 r -NOT USED NOT USED ~-➔ Ql5 06 Ql7 08 _} ~-➔ E.C.R. E !~ B -8 a:: 0 (ll EXACT LOCATION BY ENGINEER IN THE FIELD *POLE LOCATION CODE LEGEND: !1 0 ~ CAL TRANS MODIFIED TYPE E LOOP DETECTOR CAL TRANS TYPE D BICYCLE LOOP DETECTOR IS2I FIBER OPTIC SPLICE VAULT These Record Drawings hove been prepared based on information submitted, in part, by others. While this infonmation is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. ... \ I -¢!2 \ "' \ I I ---- fill I'll /JI/ IJ«l' 0 2"C R/W a -,,, 1-¢5 .-E---------E------E-----E---· -L 3-¢2- '---''-.1 CITY OF NEWPORT BEACH TRAFFIC SIGNAL GENERAL NOTES: 1. SEE SPECIAL PROVISIONS FOR SPECIFICATIONS ON FIBER OPTIC CABLE, CONTROLLERS, CCTV CAMERA, DATA/VIDEO TRANSMISSION EQUIPMENT AND ALL PROJECT ELEMEl'-ITS. 2. THE CONTRACTOR SHALL REPAIR ALL DAMAGED LANDSCAPING AND IRRIGATION TO THE SATISFACTION OF THE ENGINEER. 3. CONDUIT SHALL NOT BE INSTALLED WITHIN ONE FOOT OF EITHER SIDE OF WHEEL TRACKS (PARALLEL TO WHEEL TRACKS). CROSSINGS ARE ALLOWED. 4. CONDUIT SHALL NOT BE INSTALLED DIRECTlLY OVIER ANY UTILITY LINE (PARALLEL Vv1TH THE LINE). UTILITY LINE CROSSINGS ARE ALLOWED. 5. LOCATIONS OF CONDUIT SHOWN ON THE PLANS ARE SCHEMATIC IN NATURE. FINAL LOCATION OF CONDUITS SHALL BE DETERMINED AS DIRECTED BY THE ENGINEER IN THE FIELD. 6. PULL BOXES AND SPLICE BOXES SHALL NOT BE LOCATED IN DRIVIEWAYS OR OTHER LOCATIONS WHICH MAY INTERFERE W1TH THE MOVIEMENT OF PEOPLE OR VIEHICLES. PULL BOX LOCATIONS SHALL BE ADJUSTED AS NEEDED. 7. PULL BOXES AND SPLICE BOXES FOR FIBER OPTIC CONDUIT RUNS SHALL BE INSTALLED IN ACCORDANCE WITH THIS SHEET AND INSCRIBED WITH "TRAFFIC SIGNAL FIBER OPTIC". 8. WHERE CONDUIT IS INSTALLED AND DISTURBS EXISTING STRIPING, CONTRACTOR SHALL ARRANGE AND PAY FOR STRIPING. SEE SPECIAL PROVISIONS FOR CONTRACTOR RESPONSIBILITY FOR TEMPORARY PAVIEMENT MARKINGS. :., I .... i I 4-¢2 1 I I I \,-/ / \ .. ---> --- w -'--!._w-----w--.:..._·~ II II II II ,, " " • __JJ...jj_ / \ \ \ \ \,: 9. THE CONTRACTOR SHALL HAND DIG AND EXPOSE ALL UTILITY CROSSINGS PRIOR TO ANY OPEN TRENCHING OPERATIONS OR DIRECTIONAL BORING. THE CONTRACTOR SHALL USE EXTREME CARE WHEN EXPOSING EXISTING UTILITIES. 10. EXISTING UNDERGROUND UTILITIES SHOWN ARE TAKEN FROM RECORD INFORMATION TO AID THE CONTRACTOR. CONTRACTOR SHALL VIERIFY LOCATION (BOTH VIERTICAL AND HORIZONTAL) OF ALL EXISTING UNDERGROUND LINES (SHOWN OR NOT) AND NOTIFY ENGINEER OF ANY DISCREPANCIES OR CONFLICTS PRIOR TO DOING STREET WORK. 11. THE CONTRACTOR SHALL LOCATE, PROTECT, SHORE, BRACE, SUPPORT, AND MAINTAIN ALL EXISTING FACILITIES INCLUDING GAS, WATER, IRRIGATION, SEWER, POWER, STREET LIGHTS, TELEPHONE, AND OTHER CONSTRUCTION WHICH MAY BE UNCOVERED OR OTHERW1SE AFFECTED BY THE WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND PRESERVATION OF ALL SUCH FACILITIES IN THE AREA OF CONSTRUCTION, AND SHALL NOTIFY UTILITIES FORTY-EIGHT (48) HOURS IN ADVANCE OF ANY CONSTRUCTION. USA (UNDERGROUND SERVICE ALERT) SHALL BE CALLED AT 800-227-2600 BEFORE PLANTING TREES, TRENCHING, DIGGING POST HOLES, BLASTING, GRADING, EXCAVATING, DRILLING, BORING, ETC. 12. ALL TRAFFIC CONTROL DEVICES SHALL BE IN PLACE BEFORE WORK IS STARTED. DEVICES NO LONGER REQUIRED SHALL BE REMOVIED AS SOON AS POSSIBLE. 13. PEDESTRIAN TRAFFIC MUST BE MAINTAINED AT ALL TIMES. PEDESTRIANS MAY BE RELOCATED ONTO PRIVATE PROPERTY W1TH OWNERS PERMISSION ONLY. SIDEWALK MAY BE CLOSED W1TH THE PERMISSION OF ENGINEER. 14. NO EQUIPMENT OR MATERIALS SHALL BE STORED ON SIDEWALK AT ANY TIME. 15. A 12" VIERTICAL SEPARATION BETWEEN NEW CONDUITS AND OTHER UTILITIES SHALL BE MAINTAINED AT CROSSINGS. A 5' MIN. HORIZONTAL SEPARATION BETWEEN NEW CONDUITS AND POWER AND WATER UTILITIES THAT RUN PARALLEL SHALL BE MAINTAINED, UNLESS OTHERW1SE APPROVIED BY THE CITY. A 5' (EXCEPT WHERE NOTED) MINIMUM SEPARATION BETWEEN CONDUIT AND SANITARY SEWER AND STORM DRAINS THAT RUN PARALLEL SHALL BE MAINTAINED, UNLESS OTHERW1SE APPROVIED BY THE CITY. THE CONTRACTOR SHALL MAINTAIN A MINIMUM 5' CLEARANCE FOR ALL OTHER FACILITIES. 16. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE W1TH 2010 STATE STANDARD SPECIFICATIONS AND PLANS, THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 2009 EDITION AND SUPPLEMENTS TO DA TE, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS. 17. ALL BORINGS SHALL BE OUTSIDE THE DRIP LINE OF ALL TREES TO PREVENT ROOT DAMAGE. 18. BURIED TRAFFIC SIGNAL LOOPS, DAMAGED OR CUT, SHALL BE REPLACED BY CONTRACTOR TO CITY SPECIFICATIONS. NOTIFY CITY INSPECTOR IMMEDIATELY AND TRAFFIC DEPARTMENT 24 HOURS PRIOR TO ANY WORK IN THESE AREAS. 19. AT LOCATIONS WHERE CONTRACTOR REMOVES EXISTING SIC IN EXISTING CONDUIT, CONTRACTOR SHALL FURNISH AND INSTALL ONE (1) #10 GREEN STRANDED W1RE FOR FUTURE USE AS PULL W1RE AND TRACE WIRE. #10 TRACE W1RE SHALL BE CONNECTED IN PULL BOXES W1TH A SPLIT-BOLT CONNECTOR. 20. ALL NEW CONDUITS SHALL CONTAIN ONE (1) #10 GREEN STRANDED W1RE FOR FUTURE USE AS PULL W1RE AND TRACE WIRE. #10 TRACE W1RE SHALL BE CONNECTED IN PULL BOXES W1TH A SPLIT-BOLT CONNECTOR. 21. THE CONTRACTOR SHALL FIELD VIERIFY ELECTRICAL SERVICE LOCATIONS AND PROVIDE ALL NECESSARY ACCESSORIES FOR INSTALLING TRAFFIC SIGNAL CABINETS, FIBER, COMMUNICATION EQUIPMENT, AND CCTV SYSTEM. 22. ALL CONDUITS SHALL ENTER AND EXIT PULL BOXES WITH 45 DEGREE SWEEPS. 23. ALL NEW CONDUIT INSTALLATIONS SHALL BE SCHEDULE 80 PVC OR HDPE PER CITY OF NEWPORT BEACH SPECIFICATIONS. 24. PRIOR TO INSTALLING NEW CONDUCTORS IN EXISTING CONDUITS, THE CONTRACTOR SHALL CLEAN THE EXISTING CONDUIT W1TH A CYLINDRICAL BRUSH, BLOWN OUT WITH COMPRESSED AIR, AND THEN A MANDREL PULLED THROUGH. -R--J-1 Y----~ INSTALL 2"C, 3 DLC 2"C 48 SMFO TO CONTROLLER CABINET AT FINLEY AVIE. APPROXIMATE 500 LF. D ----1---+-- -........ 1, R/W INSTALL 2"C 3 DLC CONSTRUCTION NOTES (THIS SHEET): OJ IT] 0 0 IT] 0 0 0 0 ~ [DJ @] RELOCATE EXISTING TYPE P CABINET CABINET COMPLETE TO NEW FOUNDATION AND REMOVE EXISTING FOUNDATION. INSTALL EXISTING TYPE P CABINET COMPLETE WITH ASC3/2100 ECONOLITE CONTROLLER, (1) OPTICOM MODEL 764 4-PHASE SELECTOR, ETHERNET SW1TCH, FIBER PATCH PANEL, AND ALL AUXILIARY EQUIPMENT. FURNISH AND INSTALL NEW BATTERY BACK-UP SYSTEM COMPLETE. INSTALL NEW LOOPS AS INDICATED ON PLAN. LIMIT LINE LOOPS SHALL BE MODIFIED TYPE E PER SPECIAL PROVISIONS UNLESS OTHERW1SE SHOWN. ADDITIONAL LOOPS SHALL BE TYPE E. INSTALL OPTICOM DETECTOR MODEL 722 ON SIGNAL MAST ARM PER MANUFACTURER'S SPECIFICATIONS. REMOVE AND SALVAGE EXISTING STANDARD AND EQUIPMENT COMPLETE AND REMOVE FOUNDATION. INSTALL 48 STRAND SMFO IN NEW MICRODUCT, PULL ROPE, AND #10 GREEN TRACE W1RE. COIL 15 FEET OF SMFO CABLE IN PULL BOX FOR SLACK. INSTALL NO. 6 PULLBOX, UNLESS OTHERW1SE NOTED. INSTALL 6 STRAND SMFO IN NEW CONDUIT W1TH PULL ROPE, AND #10 GREEN TRACE WIRE. INSTALL SPLICE VAULT. INSTALL SPLICE CLOSURE. FUSION SPLICE 48 STRAND SMFO CABLE TO 6 STRAND SMFO CABLE. COIL 50 FEET EACH OF 40 STRAND SMFO AND 6 STRAND SMFO CABLE. CONTRACTOR SHALL COMPLETE ALL CONNECTIONS BETWEEN 6 STRAND SMFO CABLE, FIBER PATCH PANEL, ETHERNET SWITCH, AND CONTROLLER FOR THE INTENDED OPERATION. ' 0 0 12· 0 @ DETAIL ~ OJ §g ABANDON. IF APPLIED TO CONDUIT, REMOVIE CONDUCTORS. INSTALL SIGN AS SHOWN ON PLAN. -.)i....-Z~~-- ' GRAPHIC SCALE RELOCATE EQUIPMENT. 20 0 20 60 ~ EQUIPMENT OR MATERIAL TO BE REMOVIED AND BECOME THE PROPERTY OF THE CONTRACTOR. SCALE: 1" = 20' RED YELLOW GREEN GREEN ARROW ,, A" R/W I I I h I ,. , 1 I I I I I I [QI :a I " g I I I I I I I " a I I I I I I J "' I ., I I I 6 • I ,. I I J I I ., I " I I I I J I I I I 12·~ I I I I I r 8' ' f 9o•l --M-----T-----T ·-SS------- -----"--I " I I . I I I " I I I I I I I I VAR' ' I I I A. \ \ ' \ \ . 1 lill --a:, II!{ /Ill II II II 11 --!{I( l(N /((( ll II ~; -fS= SI .--JS: ib--== • ._ I ---13 SI -rrs-3-.lia~-r-•rs---~· ~~,,,_.-..,. I I>--i R t:(I_ ~ SMFg\~~NL~~A:. ~E'w~OA~ -J~ \}bl ~~I X. "C. WITH 8 S~FO TO OLD r TY HALL. R/W POLE SCHEDULE POLE DATA SIGNAL NO. TYPE HEIGHT M.A. LED LUMINAIRE* SIGNAL MOUNTING PED. PUSH BUTTON BIKE PUSH BUTTON IISNS/LED** -+---~~-~--t---~-----+--~----+-~~-+--(~□-OU-B~LE-FA_C_E,.......) SIZE *POLE LOCATION M.A. WATTS VEH.* M.A.* PED. PHASE POLE QUAD. PHASE POLE QUAD. E B C 1 61-5-100 30' 60' 15' 113 SV-1-T 3-MAS SP-1-T 1-A 10' TV-2-T ¢2P w ¢8 s 17-3-100 30' 20· 12' 113 SV-1-T SP-1-T ¢2P E a· 12' 113 SV-1-T P-1-T ¢7P s ¢2 w 1 -¢7P N 3 45' 15' 113 5\V.:-d::ls 2-MA ¢6P E 19-4-100 30' 25' 12' 113 SV-2-TA P-1-T ¢6P E 1-A 10' TV-2-T ¢6 E ALL EQUIPMENT IS NEW UNLESS NOTED: (E) -EXISTING; (RL) -RELOCATED 1:,. LED FIXlURE SHALL BE GE EVOLVE SCALABLE SERIES OR APPROVED EQUAL BY THE CITY ENGINEER. SEE SPECIAL PROVISIONS. ** 1.1.S.N.S. SHALL BE EDGE-LIT LED 'MTH CUSTOM SIGN PANELS PER SPECIAL PROVISIONS. SIGN PANELS SHALL BE APPROVED BY CITY PRIOR TO FABRICATION. * ALL NEW VEHICLE INDICATIONS SHALL BE 12". 18' -2.5' 32nd Street 6' 24' 2.5' 2.5' -4' Newport Blvd 6' 2' 2.5' -3.5 2.5' -2.5' -2.5' 32nd Street 6' 25.5' -2.5' Newport Blvd 6' 21' 2.5' ii' .,, I!! ~ I 5 z :5 C. 6 a :g ~ :;:; ~ !E ~ _, "' " -a O z "< >~ o 3,-z . ~c ~ .Q ~3,-,. !;l ~;3- "' " " ~< <u Z / C: "' C .. ~ 0 0 ~ .. 1§ "' 0 z "' :5 :g C. ,':} f--~ ~:;:; ::,; u !>! .3-~------------------------~-------------------------~--~-------------------------------------~ o "' '"flt...,.. REVIEWED: o: :g ~ -C, Stantec ~? IXIIIIVEnN f---+------+--------------1----1 ~, /o ~ NEWPORT BLVD AND 32ND STREET ",. 46 DISCOVERY, STE. 250 (949) 474-1400 TEL ) (_) ~ c. IRIIINE, CA 92618 (949) 261-8482 FAX ANTONY 'BRINE "' .; UNDER THE SUPERVISION OF: ~ 09/30/16 RECORD DRAW1NG s-4,3 CITY TRAFFIC ENGINEER ; ~ 1-==-+-----+-------------------+---=--t~D~ES~IG~N~E~D:--,~DR~A7.W~N:---t----------------------,---------1ffi ~ ,:'.'.h 05/11 /16 REVISED POLE 5 AND SIGNAL INDICATIONS FOR POLES 3 AND 6 s-4,3 SN/JP SN/JP ~"' i---------1 0 ~ DATE DESCRIPTION OF REVISIONS APPROVIED CHECKED: DA TE: SHEET OF !!; s;. JE R.C.E. 63466 DATE NO. 11 23 15 w _ ~---------------------------------------------------------~~---------------~--------~-~---~------------------~--~----~--~~~--------------------~------~z - 30 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6023-S NEWPORT BOULEVARD WIDENING C-4881 TRAFFIC SIGNAL MODIFICATION PLAN 29 RECORD DRAWINGS CONDUCTOR SCHEDULE CIRCUIT 1!11, 1!16, 1!14P, 1!14PPB ¢8, ¢4P, ¢6PPB, ¢4BPB 1!18, 1!16PPB ¢5, ¢6, ¢6P, ¢6BPB ¢4, ¢2PPB, ¢8BPB ¢4, ¢4P, ¢2PPB 1111, ¢2, 1116, ¢2P, 1114PPB, 1!12BPB - TOTAL 12CSC 4 CABLES 3CSC 12 IISNS 2 2 2 2 2 2 #10 LED LUMINAIRES TRACE WIRE 2 2 2 2 2 2 1 1 1 1 1 1 1 1 ¢1 DETECTORS 1 1 1 1 1 ¢2 DETECTORS 3 7 DLC TYPE "B" ¢3 DETECTORS l-----'-¢~4--=D-=ETE==cT=o=-Rsc-------+-, -+--1-+-+-----11---+-+-----11-----1 ¢5 DETECTORS ¢6 DETECTORS 6 6 6 6 6 ¢ 7 DETECTORS ¢8 DETECTORS 2 2 2 2 TOTAL DLC 8 8 7 2 2 13 17 EVP OPTICOM MODEL 138 DETECTOR CABLE 1 1 1 2 2 6 STRAND SMFO CABLE CONDUIT FILL PERCENTAGE 28% 17% 15% 13% 12% 19% 27% 30% CONDUIT SIZE 4" 4" E -EXISTING N -NEW N ALL CONDUCTORS AND CABLES ARE NEW INCLUDING WITIHIN POLES AND MAST ARMS. ALL CONDUCTORS AND CABLES SHALL BE CONTINUOUS WITIH NO MID SPLICE. ALL CALLOUTS ARE NEW EXCEPT WHERE SHOWN OTIHERWISE: (E) -EXISTING 2.5" C, DLC TO SIGNAL CABINET AT 32ND ST.-~ 2"C 48 STRAND SMFO TO 32ND STREET -------.., APP ROXI MA TEL Y 450 FEET. 17+00 -rF 51--= CONSTRUCTION NOTES (THIS SHEET): SIGNAL PHASE DIAGRAM ¢1 ¢2 ¢3 ¢4 r NOT USED tt ::,, -E':--➔ ¢5 ¢6 ¢7 ¢8 _) ~-➔ y-NOT USED t LEGEND: 0 ~ CALTRANS MODIFIED TYPE E LOOP DETECTOR IS2I 0 0 0 @ s DETAIL CAL TlRANS TYPE D BICYCLE LOOP DETECTOR FIBER OPTIC SPLICE VAULT RED 0 YELLOW YELLOW @0 ARROW GREEN ¢1 GREEN S0 ARROW YELLOW ARROW GREEN DETAIL "B" ARROW (NO SCALE) ,, A,, (NO SCALE) NEWPORTr 9 2"C. --~- SL ,iii iii/ /Iii //If 111/ iii/ iii/ ,I --,s-----:rs-- - --TS ¢6 --_S!;-:= __ ~ --<I -<JI---<I>-! * R/W 2"C CITY OF NEWPORT BEACH TRAFFIC SIGNAL GENERAL NOTES: 1. SEE SPECIAL PROVISIONS FOR SPECIFICATIONS ON FIBER OPTIC CABLE, CONTIROLLERS, CCTV CAMERA, DATA/VIDEO TRANSMISSION EQUIPMENT AND ALL PROJECT ELEMENTS. 2. TlHE CONTIRACTOR SHALL REPAIR ALL DAMAGED LANDSCAPING AND IRRIGATION TO TlHE SATISFACTION OF TlHE ENGINEER. 3. CONDUIT SHALL NOT BE INSTALLED WITIHIN ONE FOOT OF EITIHER SIDE OF WHEEL TRACKS (PARALLEL TO WHEEL TlRACKS). CROSSINGS ARE ALLOWED. 4. CONDUIT SHALL NOT BE INSTALUED DIRECTLY OVER ANY UTILITY LINE (PARALLEL WITIH TlHE LINE). UTILITY LINE CROSSINGS ARE ALLOWED. 5. LOCATIONS OF CONDUIT SHOWN ON THE PLANS ARE SCHEMATIC IN NATURE. FINAL LOCATION OF CONDUITS SHALL BE DETERMINED AS DIRECTED BY TlHE ENGINEER IN TlHE FIELD. 6. PULL BOXES AND SPLICE BOXES SHALL NOT BE LOCATED IN DRIVEWAYS OR OTIHER LOCATIONS WHICH MAY INTERFERE WITIH TlHE MOVEMENT OF PEOPLE OR VEHICLES. PULL BOX LOCATIONS SHALL BE ADJUSTED AS NEEDED. 7. PULL BOXES AND SPLICE BOXES FOR FIBER OPTIC CONDUIT RUNS SHALL BE INSTALLED IN ACCORDANCE WITIH TlHIS SHEET AND INSCRIBED WITH "TlRAFFIC SIGNAL FIBER OPTIC". 8. WHERE CONDUIT IS INSTALUED AND DISTURBS EXISTING STIRIPING, CONTRACTOR SHALL ARRANGE AND PAY FOR STIRIPING. SEE SPECIAL PROVISIONS FOR CONTIRACTOR RESPONSIBILITY FOR TEMPORARY PAVEMENT MARKINGS. 9. THE CONTIRACTOR SHALL HAND DIG AND EXPOSE ALL UTILITY CROSSINGS PRIOR TO ANY OPEN TlRENCHING OPERATIONS OR DIRECTIONAL BORING. THE CONTIRACTOR SHALL USE EXTREME CARE WHEN EXPOSING EXISTING UTILITIES. 10. EXISTING UNDERGROUND UTILITIES SHOWN ARE TAKEN FROM RECORD INFORMATION TO AID TlHE CONTIRACTOR. CONTRACTOR SHALL VERIFY LOCATION (BOTIH VERTICAL AND HORIZONTAL) OF ALL EXISTING UNDERGROUND LINES (SHOWN OR NOT) AND NOTIFY ENGINEER OF ANY DISCREPANCIES OR CONFLICTS PRIOR TO DOING STIREET WORK. FINLEY A VENUE Ex. SERVICE POINT PP# 412422E 11. TlHE CONTIRACTOR SHALL LOCATE, PROTECT, SHORE, BRACE, SUPPORT, AND MAINTAIN ALL EXISTING FACILITIES INCLUDING GAS, WATER, IRRIGATION, SEWER, POWER, STIREET LIGHTS, TELEPHONE, AND OTIHER CONSTRUCTION WHICH MAY BE UNCOVERED OR OTIHERWISE AFFECTED BY TlHE WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR TlHE LOCATION AND PRESERVATION OF ALL SUCH FACILITIES IN TlHE AREA OF CONSTIRUCTION, AND SHALL NOTIFY UTILITIES FORTY-EIGHT (48) HOURS IN ADVANCE OF ANY CONSTRUCTION. USA (UNDERGROUND SERVICE ALERT) SHALL BE CALUED AT 800-227-2600 BEFORE PLANTING TREES, TRENCHING, DIGGING POST HOLES, BLASTING, GRADING, EXCAVATING, DRILLING, BORING, ETC. 12. ALL TlRAFFIC CONTIROL DEVICES SHALL BE IN PLACE BEFORE WORK IS STARTED. DEVICES NO LONGER REQUIRED SHALL BE REMOVED AS SOON AS POSSIBLE. 13. PEDESTRIAN TRAFFIC MUST BE MAINTAINED AT ALL TIMES. PEDESTRIANS MAY BE RELOCATED ONTO PRIVATE PROPERTY WITIH OWNERS PERMISSION ONLY. SIDEWALK MAY BE CLOSED WITH TlHE PERMISSION OF ENGINEER. 14. NO EQUIPMENT OR MATERIALS SHALL BE STORED ON SIDEWALK AT ANY TIME. 15. A 12" VERTICAL SEPARATION BETWEEN NEW CONDUITS AND OTHER UTILITIES SHALL BE MAINTAINED AT CROSSINGS. A 5' MIN. HORIZONTAL SEPARATION BETWEEN NEW CONDUITS AND POWER AND WATER UTILITIES TlHAT RUN PARALLEL SHALL BE MAINTAINED, UNLESS OTIHERWISE APPROVED BY THE CITY. A 5' (EXCEPT WHERE NOTED) MINIMUM SEPARATION BETWEEN CONDUIT AND SANITARY SEWER AND STORM DRAINS TlHAT RUN PARALLEL SHALL BE MAINTAINED, UNLESS OTHERWISE APPROVED BY THE CITY. THE CONTIRACTOR SHALL MAINTAIN A MINIMUM 5' CLEARANCE FOR ALL OTHER FACILITIES. 16. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTIRACT SHALL BE CONSTIRUCTED IN ACCORDANCE WITIH 2010 STATE STANDARD SPECIFICATIONS AND PLANS, TlHE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 2009 EDITION AND SUPPLEMENTS TO DATE, EXCEPT AS OTIHERWISE STATED IN TlHE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTIRACT'S SPECIAL PROVISIONS. 17. ALL BORINGS SHALL BE OUTSIDE TlHE DRIP LINE OF ALL TlREES TO PREVENT ROOT DAMAGE. 18. BURIED TRAFFIC SIGNAL LOOPS, DAMAGED OR CUT, SHALL BE REPLACED BY CONTRACTOR TO CITY SPECIFICATIONS. NOTIFY CITY INSPECTOR IMMEDIATELY AND TRAFFIC DEPARTMENT 24 HOURS PRIOR TO ANY WORK IN TlHESE AREAS. 19. AT LOCATIONS WHERE CONTRACTOR REMOVES EXISTING SIC IN EXISTING CONDUIT, CONTIRACTOR SHALL FURNISH AND INSTALL ONE (1) #10 GREEN STRANDED WIRE FOR FUTURE USE AS PULL WIRE AND TlRACE WIRE. #10 TlRACE WIRE SHALL BE CONNECTED IN PULL BOXES WITIH A SPLIT-BOLT CONNECTOR. 20. ALL NEW CONDUITS SHALL CONTAIN ONE (1) #10 GREEN STRANDED WIRE FOR FUTURE USE AS PULL WIRE AND TRACE WIRE. ;1/10 TRACE WIRE SHALL BE '" I 1 11 18 18 CONNECTED IN PULL BOXES WITIH A SPLIT-BOLL.CONNECTOR. . ,---------91~. ~E C!J~TRACTOR SHALL FIELD VERIFY ELECTRICAL SERVICE LOCATIONS AND PROVIDE Ali NE~~SARY ACCESSORIES FOR INSTALLING TRAFFIC SIGNAL CABll'jETS, FIBER, COMMUNICATION EQUIPMENT, AND CCTV SYSTEM. R/W EXISTIN LOOP ''I-I I I 3 ' II --- ¢1+1!16 12 .:;;--,,1-..n TAIL "B" \ \ \ -I R/W ( & 0 BEACH 22. ALL1CONDUITS SHALL ENTER AND EXIT PULL BOXES WITIH 45 DEGREE SWEEPS. I 23. ALL INEW CONDUIT INSTALLATIONS SHALL BE SCHEDULE 80 PVC PER CITY OF NEWPORT BEACH SPECIFICATIONS. I CCESS" 24. PRldR TO INSTALLING NEW CONDUCTORS IN EXISTING CONDUITS, TlHE CONTIRACTOR SHALL CLEAN THE EXISTING CONDUIT WITIH A CYLINDRICAL BRUSH, BLOWN ---_,, - illl ll» ~ii iii/.,,,,,, OUTj'WlllH COMPRESSED AIR, AND THEN A MANDREL PULLED THROUGH. I I I I w INSTALL 2"C, 3 DLC BOULEVARD - -= -- -ss-----ss-·----ss------ss-----ss-- 4-f6 • .----., 1 I .-----w-----w-----w-----w-----w--~ w~ ---w-----w-----w--UMr~\1~0_ 10 I ---r pb· - - -ss I-I I r --w----1. --, ... 4-¢6 ;... ---~,\r-A-,B EXISTING i ➔ "' , " I --st.-------T I ~ 9-3 T-----T-I L-->J--- R9~6P--T------- '\._R/W POLE /f /f /f 1J II II _____ 51,,--- SCHEDULE I I I I i LOOPS (T'fly,) '/ JIii II ~- 2'' C 48 STRAND SMFO TO VIA LIDO APPROXIMATELY 900 FEET. POLE DATA SIGNAL LED LUMINAIRE ll SIGNAL MOUNTING PED. PUSH BUTTON BIKE PUSH BUTTON *POLE LOCATION TYPE HEIGHT M.A. M.A. WATTS * M.A.* PHASE POLE QUAD. PHASE POLE QUAD. E B C 50' 15' 113 SV-2-TA SP-2-T ¢4P N -3' 2 -- 2 ¢6P E - 2 a· IISNS (DOUBLE FACE) SIZE Finley Ave 6' OJ RELOCATE EXISTING TYPE P CABINET CABINET COMPLETE TO NEW FOUNDATION AND ~ INSTALL 6 STRAND SMFO N NEW CONDUIT WITH PULL ROPE, AND #10 GREEN REMOVE EXISTING FOUNDATION. TRACE WIRE. I ' I ~ I I \ -1-T ¢6P E TV-1-T SP-1-T ¢6(RL) E a· 2.5' Newport Blvd 6' INSTALL EXISTING TYPE P CABINET COMPUETE WITIH ASC3/2100 ECONOLITE CONTROLUER, AND (1) OPTICOM MODEL 764 4-PHASE SELECTOR. FURNISH AND INSTALL NEW BATTERY BACK-UP SYSTEM COMPLETE. INSTALL NEW LOOPS AS INDICATED ON PLAN. LIMIT LINE LOOPS SHALL BE MODIFIED TYPE E PER SPECIAL PROVISIONS. ADDITIONAL LOOPS SHALL BE TYPE E. INSTALL OPTICOM DETECTOR MODEL 722 ON SIGNAL MAST ARM PER MANUFACTURER'S SPECIFICATIONS. REMOVE AND SALVAGE EXISTING STANDARD AND EQUIPMENT COMPUETE AND REMOVE FOUNDATION. INSTALL NEW TYPE II SERVICE ON RELOCATED CONTROLLER ASSEMBLY. INSTALL NO. 6 PULL BOX, UNLESS OTIHERWISE NOTED. REMOVE EXISTING 120/240 V. TYPE Ill-BF SERVICE ENCLOSURE AS SHOWN ON PLAN. 0 INSTALL 48 STRAND SMFO IN NEW CONDUIT WITIH PULL ROPE, AND #10 GREEN TRACE WIRE. COIL 15 FEET OF SMFO CABLE IN PULL BOX. REMOVE EXISTING 12 PAIR #19 INTERCONNECT CABUE FROM EXISTING 2" CONDUIT COMPUETE. SEE GENERAL NOTE NO. 19. INSTALL SPLICE VAULT. INSTALL SPLICE CLOSURE. FUSION SPLICE 48 STRAND SMFO CABLE TO 6 STRAND SMFO CABLE. COIL 50 FEET EACH OF 48 STRAND SMFO AND 6 STRAND SMFO CABLE. SEE SHEET XX FOR FIBER ASSIGNMENTS. ~ CONTRACTOR SHALL COMPLETE ALL CONNECTIONS BETWEEN 6 STRAND SMFO CABLE, FIBER PATCH PANEL, ETIHERNET SWITCH, AND CONTROLLER FOR INT DED RATI . INSTALL 3"C SERVICE CONDUIT AND CONDUCTOR CABLES PER SCE SPECIFICATIONS. INSTALL NO. 5 SERVICE PULL BOX. AB ABANDON. IF A INSTALL CONDUIT INTO EXISTING PULL BOX. INSTALL SIGN AS SHOWN ON PLAN. EQUIPMENT OR MATERIAL TO BE REMOVED AND BECOME THE PROPERTY OF TlHE CONTRACTOR. I RL I RELOCATE EQUIPMENT. -E E.C.R. E 1 B -B ti 0 (D I 1~' \!' I I 3 ' I I \ I I --0--\ n FINLEY A VENUE 29-5-100 30' 50' 15' 113 SV-1-T 3-MAS SP-1-T @ 1-A 10' TV-1-T ¢2P 7 19-3-100 30' 25' 12' 113 SV-1-T 1-MAS SP-1-T ¢2P 8 1-A 10' TV-1-T SP-1-T ¢4P ALL EQUIPMENT IS NEW UNLESS NOTED: (E) -EXISTING; (RL) -RELOCATED r,, LED FIXTURE SHALL BE GE EVOLVE SCALABLE SERIES OR APPROVED EQUAL BY THE CllY ENGINEER. SEE SPECIAL PROVISIONS. ** 1.1.S.N.S. SHALL BE EDGE-LIT LED WITH CUSTOM SIGN PANELS PER SPECIAL PROVISIONS. SIGN PANELS SHALL BE APPROVED BY CllY PRIOR TO FABRICATION. * ALL NEW VEHICLE INDICATIONS SHALL BE 12". ( EXACT LOCATION BY ENGINEER IN THE FIELD ) *POLE LOCATION CODE These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may hove been incorporated into these plans as a result. ~-C, Stantec REVIEWED: 1--/3\-+--0-9-/3_0_/1-6-+-R-EC-O-RD-DR_A_WI_N_G ____________ -+-<--4'-'3--1 ~' /o /~ IXllll11EnN 46 DISCOVERY, STE. 250 IR\i1NE, CA 92618 UNDER THE SUPERVISION OF: (949) 474-1400 TEL (949) 261-8482 FAX ANTONY 1lRINE ~ 04/28/16 REVISED POLE 2 AND SIGNAL INDICATIONS FOR POLE 1 s-4,3 CITY TRAFFIC ENGINEER w w N 1 12/23/15 ADDENDUM 1 s-4,3 DESIGNEDSN/JP DRAWN: SN/JP R.C.E. 63466 DATE NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DA TE: 11 23 15 ¢8(RL) ¢2 RL s w 20 5' -2.5' Finley Ave 4' 2.5' 6.5' -2.5' Newport Blvd 7' 0 4' GRAPHIC SCALE 20 SCALE: 1" = 20' 6' 6' NEWPORT BLVD AND FINLEY AVE SHEET 60 OF "' • .,, I!! "' N I 5 z < ..., C. I 0 0 <0 0 5 .., .... .., ~ !E e >-_, ,o N ~a O z "< >..., o 3,-z . ~c ..., _Q ~3,-,. !;l ~;3- "' " 0 ..., < <u Z / C: "' C .. ~ 0 0 ~ .. I 5 0 "' 0 z "' :5 :g C. ,':} >-~ z ·-w -::,; u !>! .3- 0 "' 0: :g C. N ;i; / I-> "' 0 ::,; ia C. .., 0 ,Id ~ §;' ".: ..., .., ID 0 >-<0 o:.:;;_ 0 "' i s;_ w _ z - 30 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6023-S NEWPORT BOULEVARD WIDENING C-4881 TRAFFIC SIGNAL MODIFICATION PLAN 30 RECORD DRAWINGS CONDUCTOR SCHEDULE A.W.G. L..J n. RUNS OR ...J CIRCUIT I,\ /2\ Y3' 1/4\. /5'\ /4\ 0 CABII TYPE ll. ½ 1 ¢1Hl8, ¢2, ¢2P, ¢2PPB -/ 1/, -.,,...-: "1/'.'. y y. I ¢1, ¢2P, ¢8P, ¢2PPB /"'. v1 / /"'. V v1 3 ¢2, ¢8PPB, ¢2BPB /"'. ½ /. -:;.--"._ v" /. 4 ¢1, ¢6, ¢8, ¢8P, ¢8PPB V "1/'.'. "1/ "1/ "Z ✓ (j 'i ¢1+¢8, ¢6, ¢8, ¢6BPB -,,,,-I') :/ ~ ,,,,. :/ ~ TOTAL 12CSC 1/, ¼ v; 1/-¼ ¾ CABLES 3CSC #12 IISNS 2 2 - -2 2 LED LUMINAIRES 2 . 2 2 -2 2 #10 TRACE WIRE V2 1 1 1 1 1 ¢1 DETECTORS - -l-- -2 ¢2 DETECTORS -6 6 3 6 6 TYPE "B" ¢3 DETECTORS - --- - - DLC ¢4 DETECTORS - - - ---. ¢5 DETECTORS --12 ✓2 ¢6 DETECTORS - - ---6 ¢7 DETECTORS --12 ¢8 DETECTORS 2 _J ,, 2 TOTAL DLC --12 X 6 3 8 16 CCTV COHU VIDEO CABLE 1 - -1 EVP OPTICOM MOOEL 138 DETECTOR CABLE 1 1 --3 3 6 STRAND SMFO CABLE --- - -i& CONDUIT FILL PERCENTAGE I 1?0% 28% 26% 10% 28% 26% CONDUIT SIZE y 4" y 2-4• 2-4" (EJ -EXISllNG (NJ -NEW [NJ (NJ [NJ [EJ [NJ [NJ ALL CONDUCTORS AND CABLES ARE NEW INCLUDING WITHIN POLES AND MAST ARMS. ALL CONDUCTORS AND CABLES SHALL BE CONTINUOUS WITH NO MID SPLICE. ALL CALLOUTS ARE NEW EXCEPT WHERE SHOWN OTHERWISE: (E) -EXISTING 0 0 8" 0 8" 8" 12" @ 12" @ RED YELLOW GREEN YELLOW GREEN DETAIL "C" " I 0 I I II . I I fr, E.C.R. -E E B -B Cl:'. c..i rn I I 1&1-,2 i ----. I I r--.;c.K-85' TO 1&2-1&21 • Ml'f -LI~ I --i11 --f _!:~I STING _ -ti3z.ti-=::t:OOBJ TYP.) TV---,---r....._ ,_-,... ( EXACT LOCATION BY ENGINEER IN THE FIELD ) *POLE LOCATION CODE 2"C, 3 DLC I I I 2 I I I ~ I I CONSTRUCTION NOTES (THIS SHEET): RELOCATE EXISllNG TYPE P CABINET COMPLETE TO NEW FOUNDAllON AND REMOVE EXISllNG FOUND A llON. INSTALL EX/SllNG TYPE P CABINET COMPLETE WITH ASC3/2100 ECONOLITE CONTROLLER, AND (1) OPTICOM MODEL 764 4-PHASE SELECTOR. FURNISH AND INSTALL NEW BATTERY BACK-UP SYSTEM COMPLETE. [TI INSTALL NEW LOOPS AS INDICATED ON PLAN. LIMIT LINE LOOPS SHALL BE MODIFIED TYPE E PER SPECIAL PROVISIONS. ADDITIONAL LOOPS SHALL BE TYPE E. [TI INSTALL NEW OPTICOM DETECTOR MODEL 722 ON SIGNAL MAST ARM PER MANUFACTURER'S SPECIFICA llONS. RELOCATE EXISllNG OPTICOM DETECTOR TO NEW SIGNAL MAST ARM AS SHOWN. REMOVE AND SALVAGE EXISllNG STANDARD AND EQUIPMENT COMPLETE AND REMOVE FOUNDATION. 0 REMOVE EX/SllNG HPS LUMINAIRE AND INSTALL NEW LED LUMINAIRE PER POLE SCHEDULE. INSTALL NEW VIEHICLE HEAD ON EXISTING UNUSED SIGNAL MAST TENON AS SHOWN. INSTALL 6 STRAND SMFO IN NEW CONDUIT, PULL ROPE, AND #10 GREEN TRACE 1'11RE. COIL 15 FEET OF SMFO CABLE IN PULL BOX. INSTALL NO. 6 PULLBOX, UNLESS OTHERWISE NOTED. INSTALL 48 STRAND SMFO IN NEW CONDUIT WITH PULL ROPE, AND #10 GREEN TRACE WIRE. ~ INSTALL NEW DETECTOR LOOP CABLES INTO EXISllNG CONDUIT AS SHOWN. [Ej REMOVE EXISllNG IISNS AND INSTALL NEW LED IISNS PER POLE SCHEDULE. SIGNAL PHASE DIAGRAM ¢1 ¢2 ¢3 ¢4 ½1+¢8 NOT USED NOT USED ~-➔ O.L ¢5 ¢6 ¢7 ¢8 NOT USED NOT USED tr LEGEND: 0 ~ ISZl CAL TRANS MODIFIED TYPE E LOOP DETECTOR CAL TRANS TYPE D BICYCLE LOOP DETECTOR FIBER OPllC SPLICE VAULT CITY OF NEWPORT BEACH TRAFFIC SIGNAL GENERAL NOTES: 1. SEE SPECIAL PROVISIONS FOR SPECIFICAllONS ON FIBER OPllC CABLE, CONTROLLERS, CCTV CAMERA, DATA/'-ADEO TRANSMISSION EQUIPMENT AND ALL PROJECT ELEMENTS. 2. THE CONTRACTOR SHALL REPAIR ALL DAMAGED LANDSCAPING AND IRRIGAllON TO THE SAllSFACllON OF THE ENGINEER. 3. CONDUIT SHALL NOT BE INSTALLED WITHIN ONE FOOT OF EITHER SIDE OF WHEEL TRACKS (PARALLEL TO WIHEEL TRACKS). CROSSINGS ARE ALLOWED. 4. CONDUIT SHALL NOT BE INSTALLED DIRECTLY OVIER ANY UllLITY LINE (PARALLEL WITH THE LINE). UTILITY LINE CROSSINGS ARE ALLOWED. 5. LOCAllONS OF CONDUIT SHOWN ON THE PLANS ARE SCHEMATIC IN NATURE. FINAL LOCAllON OF CONDUITS SHALL BE DETERMINED AS DIRECTED BY THE ENGINEER IN THE FIELD. 6. PULL BOXES AND SPLICE BOXES SHALL NOT BE LOCATED IN DRIVIEWAYS OR OTHER LOCATIONS WHICH MAY INTERFERE WITH THE MOVEMENT OF PEOPLE OR VEHICLES. PULL BOX LOCAllONS SHALL BE ADJUSTED AS NEEDED. 7. PULL BOXES AND SPLICE BOXES FOR FIBER OPTIC CONDUIT RUNS SHALL BE INSTALLED IN ACCORDANCE 1'11TH SHEET 14 AND INSCRIBED WITH "TRAFFIC SIGNAL FIBER OPTIC". 8. WHERE CONDUIT IS INSTALLED AND DISTURBS EXISllNG STRIPING, CONTRACTOR SHALL ARRANGE AND PAY FOR STRIPING. SEE SPECIAL PROVISIONS FOR CONTRACTOR RESPONSIBILITY FOR TEMPORARY PAVIEMENT MARKINGS. 9. THE CONTRACTOR SHALL HAND DIG AND EXPOSE ALL UTILITY CROSSINGS PRIOR TO ANY OPEN TRENCHING OPERATIONS OR DIRECTIONAL BORING. THE CONTRACTOR SHALL USE EXTREME CARE WHEN EXPOSING EXISTING UllLITIES. 10. EXISTING UNDERGROUND UllLlllES SHOWN ARE TAKEN FROM RECORD INFORMAllON TO AID THE CONTRACTOR. CONTRACTOR SHALL VIERIFY LOCAllON (BOTH VIERTICAL AND HORIZONTAL) OF ALL EXISllNG UNDERGROUND LINES (SHOWN OR NOT) AND NOTIFY ENGINEER OF ANY DISCREPANCIES OR CONFLICTS PRIOR TO DOING STREET WORK. 11. THE CONTRACTOR SHALL LOCATE, PROTECT, SHORE, BRACE, SUPPORT, AND MAINTAIN ALL EXISllNG FACILlllES INCLUDING GAS, WATER, IRRIGAllON, SEWER, POWER, STREET LIGHTS, TELEPHONE, AND OTHER CONSTRUCllON WIHICH MAY BE UNCOVERED OR OTHERWISE AFFECTED BY THE WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCAllON AND PRESERVAllON OF ALL SUCH FACILITIES IN THE AREA OF CONSTRUCllON, AND SHALL NOllFY UTILlllES FORTY-EIGHT (48) HOURS IN ADVANCE OF ANY CONSTRUCTION. USA (UNDERGROUND SERVICE ALERT) SHALL BE CALLED AT 800-227-2600 BEFORE PLANllNG TREES, TRENCHING, DIGGING POST HOLES, BLASllNG, GRADING, EXCAVAllNG, DRILLING, BORING, ETC. 12. ALL TRAFFIC CONTROL DEVICES SHALL BE IN PLACE BEFORE WORK IS STARTED. DEVICES NO LONGER REQUIRED SHALL BE REMOVIED AS SOON AS POSSIBLE. 13. PEDESTRIAN TRAFFIC MUST BE MAINTAINED AT ALL TIMES. PEDESTRIANS MAY BE RELOCATED ONTO PRIVATE PROPERTY WITH OWNERS PERMISSION ONLY. SIDEWALK MAY BE CLOSED VriTH THE PERMISSION OF ENGINEER. 14. NO EQUIPMENT OR MATERIALS SHALL BE STORED ON SIDEWALK AT ANY TIME. 15. A 12" VIERllCAL SEPARAllON BETWEEN NEW CONDUITS AND OTHER UllLITIES SHALL BE MAINTAINED AT CROSSINGS. A 5' MIN. HORIZONTAL SEPARATION BETWEEN NEW CONDUITS AND POWER AND WATER UllLlllES THAT RUN PARALLEL SHALL BE MAINTAINED, UNLESS OTHERl'riSE APPROVED BY THE CITY. A 5' (EXCEPT WHERE NOTED) MINIMUM SEPARATION BETWEEN CONDUIT AND SANITARY SEWER AND STORM DRAINS THAT RUN PARALLEL SHALL BE MAINTAINED, UNLESS OTHERWISE APPROVIED BY THE CITY. THE CONTRACTOR SHALL MAINTAIN A MINIMUM 5' CLEARANCE FOR ALL OTHER FACILlllES. 16. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH 2010 STATE STANDARD SPECIFICAllONS AND PLANS, THE "STANDARD SPECIFICAllONS FOR PUBLIC WORKS CONSTRUCllON", 2009 EDITION AND SUPPLEMENTS TO DATE, EXCEPT AS OTHERWISE STATED IN THE CITYS STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS. 17. ALL BORINGS SHALL BE OUTSIDE THE DRIP LINE OF ALL TREES TO PREVIENT ROOT DAMAGE. 18. BURIED TRAFFIC SIGNAL LOOPS, DAMAGED OR CUT, SHALL BE REPLACED BY CONTRACTOR TO CITY SPECIFICAllONS. NOTIFY CITY INSPECTOR IMMEDIATELY AND TRAFFIC DEPARTIMENT 24 HOURS PRIOR TO ANY WORK IN THESE AREAS. 19. AT LOCAllONS WHERE CONTRACTOR REMOVIES EXISTING SIC IN EXISllNG CONDUIT, CONTRACTOR SHALL FURNISH AND INSTALL ONE (1) #10 GREEN STRANDED WIRE FOR FUTURE USE AS PULL WIRE AND TRACE WIRE. #10 TRACE WIRE SHALL BE CONNECTED IN PULL BOXES WITH A SPLIT-BOLT CONNECTOR. 20. ALL NEW CONDUITS SHALL CONTAIN ONE (1) #10 GREEN STRANDED WIRE FOR FUTURE USE AS PULL 1'11RE AND TRACE WIRE. #10 TRACE 1'11RE SHALL BE CONNECTED IN PULL BOXES WITH A SPLIT-BOLT CONNECTOR. 21. THE CONTRACTOR SHALL FIELD VIERIFY ELECTRICAL SERVICE LOCAllONS AND PROVIDE ALL NECESSARY ACCESSORIES FOR INSTALLING TRAFFIC SIGNAL CABINETS, FIBER, COMMUNICAllON EQUIPMENT, AND CCTV SYSTEM. 22. ALL CONDUITS SHALL ENTER AND EXIT PULL BOXES WITH 45 DEGREE SWEEPS. r---+--, ---_ 23. ALL NEW CONDUIT INSTALLAllONS SHALL BE SCHEDULE 80 PVC PER CITY OF NEWPORT BEACH SPECIFICATIONS. I I I 'fl - - I)/) ,77::: Ii ii _,, 11 i---;=~-,m----7C"""'I II ii Ii ii 1T1! ii /I co ....... m -ss--- -J --~~------.,... --G-~--..J,;-~-SS.--G----·-G--~--G-----,..---n ,..... E -=~:=.f----~E-----E----- --;;; -----"' -- " " = 0 -0: I1 • ..{t_, _/[__..HJ/ :<(. m --"' -., ----- R/W INSTALL SPLICE VAULT. Ex. R1-1, "RIGHT TURN ONLY INSTALL SPLICE CLOSURE. FUSION SPLICE 48 STRAND SMFO CABLE TO 6 STRAND SMFO CABLE. COIL 50 FEET EACH OF 48 STRAND SMFO AND 6 STRAND SMFO CABLE. SEE SHEET XX FOR FIBER ASSIGNMENTS. ~ CONTRACTOR SHALL COMPLETE ALL CONNECllONS BETWEEN 6 STRAND SMFO CABLE, FIBER PATCH PANEL, ETHERNET SWITCH, AND CONTROLLER FOR THE IN ED RAll INSTALL NEW TYPE II SERVICE ON RELOCATED CONTROLLER ASSEMBLY. INSTALL 3"C SERVICE CONDUIT AND CONDUCTOR CABLES PER SCE SPECIFICA llONS. INSTALL NO. 5 SERVICE PULL BOX. REMOVE AND SALVAGE EXISllNG SERVICE CABINET. AB ABANDON. IF APPLIED TO CONDUIT, REMOVIE CONDUCTORS. IBcl INSTALL PULL Box IN EXISTING CONDUIT RUN. lcBI INSTALL CONDUIT INTO EXISTING PULL BOX. 1 ¢4-¢2 I I --u- 1 I '/J, \ /I I, ¢6 R73-6(CA fl~-1&1 VIA LIDO I I 25 / / / - R/W R/W SPREAD. FOOllNG~ ---- 4-¢6 POLE DATA NO. TYPE 1 19-4-80(E) 2 15TS @ 15TS 4 29-5-129(E) -::i 17-3-100 s ·2•e --- 2;;: -PRl0R-TQ INSTALLING NEW CONDUCTORS IN EXISTING CONDUITS, THE CONTRACTOR SHALL CLEAN THE EXISTING CONDUIT WITH A CYLINDRICAL BRUSH, BLOWN OUT 1 O WITH COMPRESSEil -Alf.l, AND THEN A MANDREL PULLED THROUGH. --ss HEIGHT 30' 30' 30' 30' 30' - ---- - XISllNG OOPS TYP.) 2-¢1 1-t1 -- I') -- I') 7 --- R/W "' ,., 26+ -<O <O --. s--- C ---c. ---- -'----. -- ---ss -.;:-....,._ -----==-ss'::: __ -- 3 3-~6 185' TO --LIMIT LINE -E*ISllNG LOOPS (TYP.) -1-¢6 -◊---=======:::::::::~ -T-----r -----r -----r-----r----- --- ___ -G-----G-----,,, ------------ These Record Drawings hove been prepared based on information submitted, in port, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may hove been incorporated into these plans as a result. POLE SCHEDULE SIGNAL LED LUMINAIRE* SIGNAL MOUNTING PED. PUSH BUTTON BIKE PUSH BUTTON *POLE LOCA Tl ON IISNS M.A. M.A. WATTS VEH.* M.A.* PED. PHASE POLE QUAD. PHASE POLE QUAD. E B C (DOUBLE FACE) SIZE 30'(E) 15'(E) 130 SV-2-TA 2-MAS SP-1-T ¢2P E --SAME AS EXIST. Via Lido 6' -15' 130 SV-1-T -SP-2-T ¢2P E - --2.5' 7' -- -15' 130 SV-1-T - -¢8P N ¢2 w 2.5' 2.5' -- 55'(E) 15'(E) 130 SV-2-TA 3-MAS SP-1-T l'J8P s - -SAME AS EXIST. Via Lido 6' 20' 15'□ 130 SV-2-TA MAS ---¢6 E SAME AS EXIST. -- ALL EQUIPMENT IS NEW UNLESS NOTED: (E) -EXISTING; (RL) -RELOCATED * LED FIXlURE SHALL BE GE EVOLVE SCALABLE SERIES OR APPROVED EQUAL BY THE CITY ENGINEER. SEE SPECIAL PROVISIONS. ** 1.1.S.N.S. SHALL BE EDGE-LIT LED PER SPECIAL PROVISIONS. SIGN PANELS SHALL BE BLUE WITH CITY LOGO. SIGNAL PANEL SHALL BE APPROVED BY CITY PRIOR TO FABRICATION. * ALL NEW VEHICLE HEADS SHALL BE 12". □ ROTATE LUMINAIRE MAST ARM CW 90' ii' .,, I!! ;l I 5 z :5 IL 6 a :g ~ :;:; ~ !E ~ _, "' " -a O z "< >~ o 3,-z . ~c ~ _Q ~3,-,. !;l ~;3- 1/l " " ~< <u Z / C: "' C ..~ 0 0 ~ .. 1 § Ill 0 z "' :5 :g IL _:} f--~ ~:;:; ::,; u !>! .3---------------------------------------------------------------------------------------------~ o "' ''flt...,.. REVIEWED: o: :g IRcl EQUIPMENT OR MATERIAL TO BE REMOVED AND BECOME THE PROPERTY OF THE CONTRACTOR. ~,,_-%~ ~ -C, Stantec ~? IXIIIIVEnN f---+------+--------------!-----1 ~, /o ~ NEWPORT BLVD AND VIA LIDO ",. 46 DISCOVERY, STE. 250 (949) 474-1400 TEL .1:. 09/30/16 RECORD DRAl'riNG .__...,,,3 ) (_) ~ IL IR\i1NE, CA 92618 (949) 261-8482 FAX ANTONY 1JRINE "' ;;; ~ 06/16/16 RELOCATE CONTROLLER CABINET TO WEST SIDE .__...,,,3 CITY TRAFFIC ENGINEER ; ~ 1---=:;::::.-+------+-------------------+-----=-----t~D~ES~IG~N~E~D:---,~DR~A7.W~N:----t-----------------------,--------1ffi ~ 12/23/15 ADDENDUM 1 .__...,,,3 SN/JP SN/JP ,__ _____ __, ~r CHECKED: DA TE: SHEET OF !!a s;. IRsl REMOVE AND SALVAGE EQUIPMENT. 'iii , GRAPHIC SCALE SCALE: 1" = 20' UNDER THE SUPERVISION OF: JE R.C.E. 63466 DATE 20 0 20 60 1 NO. DATE DESCRIPTION OF REVISIONS APPROVED 11 23 15 w _ ~---------------------------------------------------------~~---------------~--------~-~---~------------------~--~----~--~~~--------------------~------~z - 30 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6023-S NEWPORT BOULEVARD WIDENING C-4881 10 0 % S U B M I T T A L N O T F O R C O N S T R U C T I O N IRRIGATION PLAN A RECORD DRAWINGS IRRIGATION AND SHRUB PLANTING SHALL BE REPLACED TO MATCH ADJACENT LANDSCAPE & IRRIGATION. CONTRACTOR TO ADJUST EXISTING IRRIGATION WITHIN RIGHT-OF-WAY PLANTER TO ACCOMMODATE NEW SIDEWALK LOCATION. ~ T T / / \ l /,,,.______.,., /'-..__./I/ I ~__,, I 1 I 05 I I I I I I I I /o I I I I I I \ \ \ "' EXISTING IRRIGATION AND \ SHRUB PLANTING DAMAGED \ DURING CONSTRUCTION SHALL , BE REPLACED IN LIKE KIND "', \ \ \ \ \ \ "' \ \ \ -"--\ \ 3 SHRUB 11 PALMS \ \ \ \ \ \ \ \ \ "' \ \ \ \ \ \ \ \ "' \ \ \ \ \ \ "' \ \ \ \ \ \ \ \ I \, r--f-__ a_._6 __ ' DRIP \ \ 2 TREES G~ ------G- I I I I I I I I I I I I I I ,t I I I D I I -rn----- 1 I w I -t---W-----11 ---•-•-• I " ____ 1__ -r--------- _j__ I I I I I I / 1/ I if I f j -•-· l -•-• -vi I ----M----M-----M [--0 -, -----N/-- 1 3" SLEE E ------Ll I 1 1 I I I I / I I iJ'j I E-=-=------=----__i_--__::--==-E-==---=--r-----=-E ---E I --'E -------l---.... T I I I I ii I I I I ·-·-·-·- L __ I I !! / I I I I - I Ii // I r I THE PORTIONS OF THE PLANS REGARDING IRRIGATION DESIGN ASPECTS OF THE PROJECT HAVE BEEN REVIEWED AND APPEAR TO BE IN SUBSTANTIAL CONFORMANCE WITH THE RECOMMENDATIONS CONTAINED IN THE NEWPORT BEACH MODEL WATER EFFICIENT LANDSCAPE ORDINANCE, DATE: 1 /01/10. WE MAKE NO REPRESENTATIONS OF THE ACCURACY OF THE DIMENSIONS, MEASUREMENTS, CALCULATIONS OR ANY PORTION OF THE DESIGN. "I HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN." BY: COMPANY NAME DATE: CONSUL TANT X EXPIRES / AREA THIS SHEET KEY MAP 3151 AltWAY AVENUE, SUITE J-3 COSTA MESA. CALIFORNIA N "l.J V I S U.S. A. 92 626-HH LANDSCAPE ARCHITECTURE F X : 7 I l -7 5 4 • 7 3 4 6 I I I These Record Drawings have been prepared based 01 information submitted. in par\, by others. While this informa~ion is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions wh·ch may have been incorporated into these plans as a result. AND PLANNING PH: lll.754.7311 & 09/30/16 RECORD DRAWINGS IRRIGATION SLEEVES NOTE: IRRIGATION SLEEVES SHOWN FOR MAJOR STREET AND DRIVEWAY CROSSINGS FOR CLARITY ONLY. ALL SLEEVES TO BE MINIMUM 2X DIAMETER OF PIPE SLEEVES. SLEEVING TO EXTEND MINIMUM 12 INCHES BEYOND PAVING OR AS NECESSARY TO ACCESS. CONTRACTOR SHALL INSTALL SLEEVING BELOW ALL PAVING, HARDSCAPE, ETC. AS SHOWN AND AS DIRECTED BY ENGINEER. VALVE LOCATION NOTE: ELECTRIC CONTROL VALVES AND ISOLATION VALVE LOCATIONS ON THESE DRAWINGS ARE APPROXIMATE. THE LANDSCAPE CONTRACTOR SHALL STAKE OUT EACH ELECTRICAL CONTROL VALVE AND ISOLATION VALVE LOCATION FOR REVIEW AND APPROVAL BY ENGINEER PRIOR TO INSTALLATION OF ALL VALVES. FINAL LOCATION AND EXACT POSITIONING FOR ELECTRIC CONTROL VALVES AND ISOLATION VALVES SHALL BE DETERMINED BY THE ENGINEER. MINOR MODIFICATIONS OF ELECTRIC CONTROL VALVES AND ISOLATION VALVE LOCATIONS AS REQUESTED BY THE ENGINEER SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE CITY. FAILURE TO OBTAIN ENGINEER'S APPROVAL PRIOR TO THE INSTALLATION SHALL CAUSE THE CONTRACTOR TO MAKE ENGINEER DIRECTED REVISIONS AT NO ADDITIONAL COST TO THE CITY. IN GENERAL, UNLESS OTHERWISE DIRECTED BY ENGINEER, ALL VALVES SHALL BE INSTALLED A MINIMUM OF ONE FEET FROM EDGE OF HARDSCAPE, WALK OR CURB IN SHRUB PLANTING AREAS. EXISTING IRRIGATION, SHRUB--~ AND GROUNDCOVER DAMAGED DURING CONSTRUCTION SHALL BE REPLACED IN LIKE KIND . >--,.. ---:-·--c-----:-6- I I I I I . ---.-_ I I I I I I I I I I I I • -· TS I I VAL VE IDENTIFICATION KEY CONTROLLER DESIGNATION VALYIE STATION NUMBER VALYIE SIZE NOTE I VALVE G.P.M. 9.2 HYDROZONE 1. REFER TO SHEET L-4 FOR IRRIGATION LEGEND AND NOTES 2. REFER TO SHEET L-5 & L-6 FOR IRRIGATION DETAILS REVIEWED: ~ SENIOR CIVIL ENGINEER DESIGNED: DRAWN: T.M. T.G. 20 0 NO. DATE DESCRIPTION Of REVISIONS APPROVED CHECKED: DATE: P.C. 09 30 16 Fi> GRAPHIC SCALE 20 SCALE: 1 • = 20' SHEET L-1 OF 60 30 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6023-S NEWPORT BOULEVARD WIDENING C-4881 10 0 % S U B M I T T A L N O T F O R C O N S T R U C T I O N IRRIGATION PLAN B RECORD DRAWINGS M BF MV FS / ' / \ ~~\\-FLO . \ • I ~, I I I I I \ \ - \ I I I • \ I \ I \ \ l I h I >' I I I I I ~ -I I I I I I " I I I I I / / ' POC NOTE 1: POINT OF CONNECTION (A) SHALL BE A 2'' DOMESTIC WATER METER WITH A 2" SERVICE LINE. PER CITY OF NEWIPORT BEACH STANDARDS. SEE CIVIL ENGINEER'S PLANS FOR METER LOCATION & SIZE. VERIFY THE VAL VE IDENTIFICATION KEY CONTROLLER DESIGNATION VALVF. STATION NUMBER VALVF. SIZE I VALVE G.P.M. 9.2 HYDROZONE These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. / ACTUAL LOCATION, SIZE AND WATER PRESSURE IN THE FIELD PRIOR TO STARTING WORK. INSTALL & TEST A 1• REDUCED PRESSURE BACKFLOW DEVICE PER STATE & LOCAL PLUMBING CODES. INSTALL 1" MASTER CONTROL VALVE & FLOW SENSOR WITH 1-1/4" MINIMUM PVC SCH. 40 CONDUIT FROM FLOW SENSOR TO EXISTING CONTROLLER. IF ANY OF THE POC INFORMATION SHOWN ON THESE DRAWING IS FOUND TO BE DIFFERENT THAN THE ACTUAL POC INFORMATION GATHERED IN THE FIELD, IMMEDIATELY NOTIFY THE ENGINEER. SHOULD THE CONTRACTOR FAIL TO VERIFY THE POC INFORMATION ANY CHANGES REQUIRED BY LOW PRESSURE OR VOLUME SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. --TV - \ I I \ ST A TIC WATER PRESSURE DESIGN WATER PRESSURE MAXIMUM SYSTEM DEMAND RESIDUAL WATER PRESSURE SET PRESSURE REGULATOR TO: 51 47.4 11 3.6 N.A. BACKFLOW PREVENTER EQUIPMENT LOCATION NOTE: BACKFLOW PREVENTER LOCATIONS SHOWN ON THESE DRAWINGS ARE APPROXIMATE. THE LANDSCAPE CONTRACTOR SHALL STAKE OUT THE BACKFLOW PREVENTER, AND ALL IRRIGATION APPURTENANCE LOCATION FOR REVIEW AND APPROVAL BY ENGINEER PRIOR TO INSTALLATION OF THIS EQUIPMENT. FINAL LOCATION AND EXACT POSITIONING OF BACKFLOW PREVENTER AND ALL IRRIGATION APPURTENANCE SHALL BE DETERMINED BY THE ENGINEER. MINOR MODIFICATIONS OF THE BACKFLOW PREVENTER, AND ALL IRRIGATION APPURTENANCE AS REQUESTED BY THE ENGINEER SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE CITY. FAILURE TO OBTAIN ENGINEER'S APPROVAL PRIOR TO THE INSTALLATION SHALL CAUSE THE CONTRACTOR TO MAKE ENGINEER DIRECTED REVISION AT NO CHARGE. n I 1' I I I AREA THIS SHEET EXISTING IRRIGATION AND TURF SHALL BE REPLACED TO MATCH EXISTING. I KEY MAP 3151 AltWAY AVENUE, SUITE J-3 COSTA MESA, CALIFORNIA U.S. A. 92 626-HH FX: /ll.754.7346 PH: 71l.754.7311 & 09/30/16 RECORD DRAWINGS NO. DATE DESCRIPTION OF REVISIONS EXISTING IRRIGATION AND SHRUB PLANTING DAMAGED DURING CONSTRUCTION SHALL BE REPLACED IN LIKE KIND I I I I I I I I" I : I I EXISTING IRRIGATION AND I I I SHRUB PLANTING DAMAGED DURING CONSTRUCTION SHALL BE REPLACED IN LIKE KIND 6.8 I - • NOTE ~ L.I \ I j \ I I ; v .LCE>-\-~I~, \'. \ I~ \ \ i EXISTING IRRIGATION AND TURF SHALL BE REPLACED TO MATCH EXISTING. 1. REFER TO SHEET L-4 FOR IRRIGATION LEGEND AND NOTES 2. REFER TO SHEET L-5 & 20 L-6 FOR IRRIGATION DETAILS REVIEWED: SENIOR CIVIL ENGINEER DESIGNED: DRAWN: T.M. T.G. APPROVED CHECKED: P.C. DATE: 09 30 16 r-------- 1 IEl I I I I I I EXISTING IRRIGATION AND SHRUB PLANTING DAMAGED DURING CONSTRUCTION SHALL BE REPLACED IN LIKE KIND L ~~ -IE/-------- <ii> • .,,--EXISTING IRRIGATION AND TURF SHALL BE REPLACED TO MATCH EXISTING. 0 GRAPHIC SCALE 20 SCALE: 1" = 20' SHEET L-2 OF 60 30 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6023-S NEWPORT BOULEVARD WIDENING C-4881 10 0 % S U B M I T T A L N O T F O R C O N S T R U C T I O N IRRIGATION PLAN C RECORD DRAWINGS • y J I I .-- -7 I I I I I I I " I -_ lE__J .. .. J~ ~------. ...____,,_--:._ . =: =. ------:==--·-·-•-: . . . -. -. . -·-·-·-·-·- T 1- 1 I I vi I ··1_,.,_,.,- L I I I I I 2 I I e I I I I I e I I 187' NOTE: EXISTING IRRIGATION IN MEDIAN PLANTERS TO REMAIN AND BE PROTECTED IN PLACE WHERE POSSIBLE. ADJUST EXISTING IRRIGATION AS NECESSARY TO CONFORM TO NEW CURB LOCATION. ANY EXISTING IRRIGATION EQUIPMENT DAMAGED DURING CONSTRUCTION SHALL BE REPLACED IN LIKE-KIND. I KEY MAP These Record Drawings have been prepared based 01 information submitted, in par\, by others. While this informa~ion is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions wh·ch may have been incorporated into these plans as a result. 3151 AltWAY AVENUE, SUITE J-3 COSTA MESA, CALIFORNIA N '"l.J V I S U.S. A. 92 626-HH LANDSCAPE ARCHITECTURE F X : 7 I l • 7 5 4 • 7 3 4 6 AND PLANNING PH: lll.754.7311 2' 2' 29' / --~✓ •• •• 0 I I 9 I I -' I ,.,:): I I :s I I .s I ,-, .. ! . . . ' " .&, 09/30/16 RECORD DRAWINGS NO. DATE DESCRIPTION Of REVISIONS I I I I I I I I I ., I ' I I I I ----, - / .,.-_..')!f,·S( -..... ..._ / / / 0, / / s,..- VALVE & - ' I -' I " I ' 0 \--I I @ I ' POC NOTE 2: POINT OF CONNECTION SHALL BE TO AN EXISTING 1-1/2" PVC DOMESTIC IRRIGATION WATER MAINLINE AT APPROXIMATE LOCATION SHOWN. EXISTING IRRIGATION METER, BACKFLOW DEVICE, MASTER VAL VE AND FLOW SENSOR ARE SERVICING EXISTING LANDSCAPE. THE EXISTING IRRIGATION SYSTEMS SHALL BE PROTECTED IN PLACE AND REMAIN FUNCTIONING DURING THE DURATION OF CONSTRUCTION. CONTRACTOR TO CONNECT TO EXISTING MAINLINE ON SOUTH SIDE OF SHORT STREET, DOWNSTREAM OF BACKFLOW DEVICE, MASTER VAL VE AND FLOW SENSOR. VERIFY THE ACTUAL LOCATION, SIZE AND WATER PRESSURE IN THE FIELD PRIOR TO STARTING WORK. PROVIDE VERIFICATION FROM CERTIFIED BACKFLOW TESTER FOR PROPER OPPERATION OF EXISTING BACKFLOW PER STATE & LOCAL PLUMBING CODES. IF ANY OF THE POC INFORMATION SHOWN ON THESE DRAWING IS FOUND TO BE DIFFERENT THAN THE ACTUAL POC INFORMATION GATHERED IN THE FIELD, IMMEDIATELY NOTIFY THE ENGINEER. SHOULD THE CONTRACTOR FAIL TO VERIFY THE POC INFORMATION ANY CHANGES REQUIRED BY LOW PRESSURE OR VOLUME SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. STATIC WATER PRESSURE DESIGN WATER PRESSURE MAXIMUM SYSTEM DEMAND RESIDUAL WATER PRESSURE SET PRESSURE REGULATOR TO: CONTROLLER NO TE 3: 46 PSI DOWNSTREAM BACKFLOW DEVICE 34.6 PSI 10.2 GPM 11.4 PSI N.A. CONNECT REMOTE CONTROL VALVES 1 THROUGH 23 AS SHOWN ON PLANS TO EXISTING RAINMASTER EVOLUTION DX2 AT LOCATION SHOWN. CONTROLLER IS CURRENTLY UTILIZING 6 STATIONS WITH 48 STATION CAPACITY. TRENCH AND INSTALL 2-1/2" MINIMUM SCH. 40 PVC ELECTRICAL CONDUIT WITH SWEEPS AT BENDS BETWEEN MAINLINE CONNECTION AND CONTROLLER LOCATION. VALVE IDENTIFICATION KEY AREA THIS SHEET CONTROLLER I DESIGNATION VALVE STATION I VALVE G.P.M. NUMBER 9.2 VALVE SIZE HYDROZONE NOTE 1. REFER TO SHEET L-4 FOR IRRIGATION LEGEND AND NOTES 2. REFER TO SHEET L-5 & L-6 FOR IRRIGATION DETAILS REVIEWED: ~ SENIOR CIVIL ENGINEER DESIGNED: DRAWN: T.M. T.G. APPROVED CHECKED: DATE: P.C. 09 30 16 GRAPHIC SCALE 20 0 20 SCALE: 1" = 20' SHEET L-3 OF 60 30 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6023-S NEWPORT BOULEVARD WIDENING C-4881 10 0 % S U B M I T T A L N O T F O R C O N S T R U C T I O N IRRIGATION LEGEND AND NOTES IRRIGATION LEGEND PIPE SLEEVE- 30" MIN. COVER UNDER PAVING WIRE SLEEVE- 30" MIN. COVER UNDER PAVING SIZE PER PLAN. 2" DIA. OR SMALLER -18" MIN. COVER CARSON N/A 24" MIN. COVER; ROUTE WITH MAINLINE FOR USE ON ALL WIRE CONNECTIONS 12 AWG COMMON AND 14 AWG CONTROL 12" MIN. COVER - 3/4" SIZE UNLESS OTHERWISE INDICATED ON PLAN INSTALL WITHIN CARSON 910 PLASTIC ROUND GREEN VALVE BOX MODEL 755-T SERIES FULL PORT BRONZE GATE VALVE. LINE SIZE SCH 40 PVC PIPE AS LATERAL LINE. USE SCH. 40 FOR LATERAL LINE FITTINGS CONTROL WIRE-UF DIRECT BURIAL SOLID COPPER. DS-100 DRI-SPICE DIRECT BURIAL WATER-PROOF WIRE CONNECTORS & DS-300 DRI-SPLICE SEALANT OR APPROVED EQUAL MODEL 1419 RECTANGULAR & MODEL 910 ROUND GREEN VALVE BOX SERIES WITH LOCKING LID OR APPROVED EQUAL NOT SHOWN SPEARSNOT SHOWN NOT SHOWN RAINBIRD GRISWOLD MATCO SLEEVES - SCH 40 PVC PIPE AS APPROVED AS APPROVED AS APPROVED AS APPROVED INSTALL WITHIN CARSON 910 PLASTIC ROUND GREEN VALVE BOX SCH 40 PVC MAINLINE PIPE- 2" AND SMALLER AS APPROVED 24" MINIMUM COVER. PROVIDE PULL BOXES WHERE NECESSARY N/A2-1/2" MINIMUM SCH. 40 PVC ELECTRICAL CONDUIT FOR VALVE CONTROL WIRES BETWEEN CONTROLLER & MAINLINE INSTALL 2 ADDITIONAL PILOT WIRES AS SPARES IN EACH DIRECTION FROM CONTROLLER TO END OF RUN. USE DIFFERENT COLORS N/A POINT OF CONNECTION (B) TIE INTO EXISTING 1-1/2" PVC MAINLINE AT APPROXIMATE LOCATION SHOWN. NETAFIM DWS-R REMOTE CONTROL VALVE & NIBCO BRASS BALL VALVE GRISWOLD DWS-R REMOTE CONTROL VALVE WITH 1" PLASTIC AMIAD COMPACT WYE FILTER W/ 200 MESH SCREEN, SENNIGER PRESSURE REGULATOR & NIBCO BRASS BALL VALVE DETAIL K/SHT. L-5 INSTALL WITHIN CARSON 1419-12 PLASTIC GREEN VALVE BOX INSTALL WITHIN CARSON 1419-12 PLASTIC GREEN VALVE BOX MODEL 33DRC 3/4" QUICK COUPLER OR APPROVED EQUAL SYMBOL MODEL NUMBER 30 PSI RADIUS GPM 8'-15'TORO 0.19 0.37 0.75 DETAIL REFERENCE IRRIGATION NOTES TORO 30 13'-21' 0.40 0.74 1.47 1402 FLOOD BUBBLER ON RISER. INSTALL 2 PER TREE .50 GPM/BUBBLER 1..0 GPM/TREERAINBIRD30FLOOD DETAIL J/SHT. L-4 DETAIL I/SHT. L-4 DETAIL F/SHT. L-4 DETAIL E/SHT. L-4 DETAIL D/SHT. L-4 DETAIL H/SHT. L-4 DETAIL H/SHT. L-4 DETAIL L-Q/SHT. L-5 DETAIL G/SHT. L-4 DETAIL G,H/SHT. L-4 DETAIL R/SHT. L-5 DETAIL S/SHT. L-5 SEE DETAIL F, SHEET L-4 FOR SLEEVING UNDER PARKWAYS REFER TO ENGINEER'S PLAN DETAIL FOR SLEEVING UNDER STREETS MODEL 2000 1" MASTER REMOTE CONTROL VALVE GRISWOLD RAINMASTER INSTALL IN STRONG BOX ENCLOSURE MODEL SBBC-45ALWILKINSMODEL 975XL2TCU 1" REDUCED PRESSURE BACKFLOW PREVENTER INSTALL WITHIN CARSON 1419-12 PLASTIC GREEN VALVE BOX MODEL FS-B100 FLOW SENSOR. RUN SENSOR CABLE (EV-CAB-SEN) IN SEPARATE 1" CONDUIT FROM CONTROLLER TO FLOW SENSOR INSTALL WITHIN CARSON 1419-12 PLASTIC GREEN VALVE BOX N/ACONNECT TO DOMESTIC METER AT APPROXIMATE LOCATION SHOWN. VERIFY SIZE, LOCATION & STATIC WATER PRESSURE IN FIELD PRIOR TO START OF WORK. SEE CIVIL ENGINEER'S PLANS FOR ADDITIONAL MANUFACTURERSYMBOL MODEL NUMBER REMARKS DETAIL REFERENCE N/A POINT OF CONNECTION (A) TO 2" DOMESTIC WATER METER. SEE CIVIL ENGINEER'S PLANS FOR ADDITIONAL INFORMATION INFORMATION. TIE-IN LOCATION IS DOWNSTREAM OF EXISTING 1-1/2" BACKFLOW DEVICE, MASTER VALVE AND FLOW SENSOR. VERIFY SIZE, LOCATION & STATIC WATER PRESSURE IN FIELD PRIOR TO START OF WORK. DETAIL C/SHT. L-4 DETAIL B/SHT. L-4 DETAIL A/SHT. L-4 AS APPROVED 24" MINIMUM COVER. PROVIDE PULL BOXES WHERE NECESSARY N/A1-1/4" MINIMUM SCH. 40 PVC ELECTRICAL CONDUIT FOR FLOW SENSOR WIRES BETWEEN POC 'A' AND EXISTING CONTROLLER DETAIL K/SHT. L-5 570Z-12P-XP-COM-MP1000-180 12" POP-UP SHRUB SPRAY W/ HUNTER MP ROTATOR NOZ. INSTALL MP ROTATOR HEAD 24" AWAY FROM HARDSCAPE EDGE 570Z-12P-XP-COM-MP1000-180 12" POP-UP SHRUB SPRAY W/ HUNTER MP ROTATOR NOZ. INSTALL MP ROTATOR HEAD 24" AWAY FROM HARDSCAPE EDGE 40 10'TORO 0.26 0.48 0.95 TORO TORO 12' 15' 40 40 0.34 0.70 1.35 0.53 1.10 2.20 DETAIL K/SHT. L-5 DETAIL K/SHT. L-5 DETAIL K/SHT. L-5 RECORD DRAWINGS 1. THE CONTRACTOR SHALL REVIEW RELATED DRAWINGS AND SHALL ENSURE COORDINATION l',1TH ALL APPLICABLE TRADES PRIOR TO SUBMITTING BID. MANUFACTURER. 2. THE IRRIGATION SYSTEM SHALL BE INSTALLED IN CONFORMANCE WITH ALL APPLICABLE STATE AND LOCAL CODES AND ORDINANCES BY LICENSED CONTRACTORS AND EXPERIENCED WORKERS. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REQUIRED PERMITS AND FEES RELATING TO THEIR WORK. 90 105 180 270 360 ADJ 90 105 180 270 360 ADJ 3. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC. SHOWN 1'11THIN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHERE POSSIBLE. ~ e AVOID ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM, PLANTING AND ARCHITECTURAL FEATURES. PARALLEL PIPES MAY BE INSTALLED IN COMMON TRENCH. PIPES ARE NOT TO BE INSTALLED DIRECTLY ABOVE ONE ANOTHER. 4. DO NOT 1'11LLFULL Y INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES DR DIFFERENCES IN THE AREA (!, e DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THAT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. "If "" 570Z-6P-PRX-COM 6" POP-UP TURF SPRAY W/ O-T-10 LOW PRECIPITAITON PRECISION NOZZLE 5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BECOME FAMILIAR WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, ETC. COORDINATE WORK l',1TH THE GENERAL ~ e • 570Z-6P-PRX-COM 6" POP-UP TURF SPRAY W/ O-T-12 LOW PRECIPITATION PRECISION NOZZLE CONTRACTOR AND OTHER SUBCONTRACTORS FOR THE LOCATION AND THE INSTALLATION OF PIPE SLEEVES THROUGH WALLS, UNDER ROADWAYS, PAVING, STRUCTURES, ETC. CONTRACTOR TO VERIFY THE LOCATION OF EXISTING UNDERGROUND UTILITIES AND STRUCTURES PRIOR TO THE EXCAVATION OF TRENCHES. CONTRACTOR IS TO REPAIR ANY DAMAGE CAUSED BY THEIR WORK AT NO ADDITIONAL ~ !"'I 570Z-6P-PRX-COM 6" POP-UP TURF SPRAY W/ O-T-15 LOW PRECIPITATION PRECISION NOZZLE COST TO THE OWNER. 6. DUE TO THE SCALE OF THE DRAl'11NGS, IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS, FITTINGS, SLEEVES, ETC., WHICH MAY BE REQUIRED. CAREFULLY INVESTIGATE THE STRUCTURAL AND V FINISHED CONDITIONS AFFECTING ALL WORK AND PLAN WORK ACCORDINGLY, FURNISHING SUCH FITTINGS, ETC., AS MAY BE REQUIRED TO MEET SUCH CONDITIONS. DRAWINGS ARE GENERALLY DIAGRAMMATIC AND INDICATIVE OF THE WORK TO BE INSTALLED. THE WORK SHALL BE INSTALLED IN SUCH A MANNER AS TO AVOID CONFLICTS BETWEEN IRRIGATION SYSTEMS, PLANTING, AND ARCHITECTURAL FEATURES. 7. REMOTE CONTROL VAL VIES SHALL BE PROGRAMMED IN SEQUENCE AS SHOWN ON PLANS. 8. SPLICING OF 24-VOLT WIRES WILL NOT BE PERMITTED EXCEPT IN VALVE BOXES. LEAVE A 24"COIL OF EXCESS 1'11RE AT EACH SPLICE. 9. VAL VIE LOCATIONS SHOWN ARE DIAGRAMMATIC. INSTALL IN GROUND COVER/SHRUB AREAS WHERE POSSIBLE. [Ml 10. INSTALL VALVE BOXES MINIMUM 12"FROM AND PERPENDICULAR TO WALK, CURB, LAWN, BUILDING OR LANDSCAPE FEATURE. AT MULTIPLE VALVE BOX GROUPS, EACH BOX SHALL BE AN EQUAL DISTANCE FROM THE WALK, CURB, LAWN, ETC. AND EACH BOX SHALL BE MINIMUM 12" APART. SHORT SIDE OF VALVE BOXES SHALL BE PARALLEL TO WALK, CURB, LAWN, ETC. 11. LOCATE QUICK COUPLING VALVE 12"FROM HARDSCAPE AREA. ---3(- 12. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE IRRIGATED UNLESS OTHERl'11SE DESIGNATED ON THE PLANS. 13. IN LOCATIONS WHERE LOW HEAD DRAINAGE WILL CAUSE EROSION AND EXCESS WATER, INSTALL KING BROS. CV SERIES CHECK VALVES IN LATERAL LINES FOR EVERY 10'0F ELEVATION CHANGE. 14. FLUSH AND ADJUST ALL SPRINKLER HEADS FOR OPTIMUM PERFORMANCE AND TO PREVENT OVERSPRAY ONTO WALKS, ROADWAYS AND/OR BUILDINGS AS MUCH AS POSSIBLE. THIS SHALL INCLUDE 00 SELECTING THE BEST DEGREE OF FIXED ARC (OR AN ADJUSTABLE ARC IF FIXED ARC DOES NOT MATCH THE ARC TO BE IRRIGATED) TO FIT THE SITE CONDITIONS AND TO THROTTLE THE FLOW CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM. ALL MAIN LINES SHALL BE FLUSHED PRIOR TO THE INSTALLATION OF IRRIGATION HEADS. AT 30 DAYS AFTER [y] INSTALLATION EACH SYSTEM SHALL BE FLUSHED TO ELIMINATE GLUE AND DIRT PARTICLES FROM THE LINES. 15. WHEN VERTICAL OBSTRUCTIONS (STREET LIGHTS, TREES, FIRE HYDRANTS, ETC.) INTERFERE WITH THE SPRAY PATTERN OF THE HEADS SO AS TO PREVENT PROPER COVERAGE, FIELD ADJUST THE [I] SPRINKLER SYSTEM BY INSTALLING A QUARTER, THIRD OR HALF CIRCLE HEAD AT THE SIDES OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. 16. NOTIFY ARCHITECT OF ANY ASPECTS OF LAYOUT THAT 1'11LL PROVIDE INCOMPLETE OR INSUFFICIENT WATER COVERAGE OF PLANT MATERIAL AND DO NOT PROCEED UNTIL HIS/HER INSTRUCTIONS .. ARE OBTAINED. 17. LOCATE BUBBLERS ON UPHILL SIDE OF TREES. TREE BUBBLERS ARE FOR ESTABLISHMENT AND DROUGHT CONDITIONS. THEY ARE TO BE TURNED OFF AFTER TREES ARE ESTABLISHED AND 0 TURNED ON DURING DROUGHT CONDITIONS. 18. IN ADDITION TO THE SLEEVES AND CONDUITS SHOWN ON THE DRAl'11NGS, THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE INSTALLATION OF SLEEVES AND CONDUITS OF SUFFICIENT SIZE UNDER ALL PAVED AREAS. • 19. ALL EXCAVATIONS ARE TO BE FILLED WITH COMPACTED BACKFILL. REPAIR ALL SETTLED TRENCHES PROMPTLY, FOR A PERIOD OF 1 YEAR AFTER COMPLETION OF WORK. ADDITIONALLY, CONTRACTOR SHALL WARRANT THAT THE IRRIGATION SYSTEM WILL BE FREE FROM DEFECTS IN MATERIALS AND WORKMANSHIP FOR A PERIOD OF 1 YEAR AFTER FINAL ACCEPTANCE OF WORK. 20. THE SPRINKLER SYSTEM DESIGN IS BASED ON THE MINIMUM OPERATING PRESSURE SHOWN ON THE IRRIGATION DRAWINGS. VERIFY WATER PRESSURE PRIOR TO CONSTRUCTION. REPORT ANY ~ DIFFERENCE BETWEEN THE WATER PRESSURE INDICATED ON THE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO THE OWNER'S AUTHORIZED REPRESENTATIVE. 21. IRRIGATION DEMAND: REFER TO IRRIGATION POINTS OF CONNECTION. -■■- 22. OPERATE IRRIGATION CONTROLLER(S) BETWEEN THE HOURS OF 10:00 PM AND 7:00 AM. 23. NOTIFY ALL LOCAL JURISDICTIONS FOR INSPECTION AND TESTING or INSTALLED BACKFLOW PREVENTION DEVICE. 24. NOTIFY UNDERGROUND SERVICE ALERT AT 811 AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION. -· -. -TLCV6-12-XX TECHLINE SUBSURFACE DRIPLINE FOR POTABLE WATER. USE ONLY NETAFIM FITTINGS. 4" COVER. (12" EMITTER SPACING, .6 GPH PER -· -. --· -. -EMITTER) DRIP IRRIGATION NOTES -· -. ---- 1. PLANS ARE DIAGRAMMATIC. INSTALL DRIPLINE AND COMPONENTS PER MANUFACTURERS INSTRUCTIONS AND INSTALLATION DETAILS. --- 2. INSTALL DRIPLINE A MAXIMUM OF 18" APART WITH EMITTERS TRIANGULARLY SPACED. INSTALL 2" FROM PERIMETER OF PLANTED AREA. THERE SHOULD BE A MINIMUM OF TWO DRIPLINE LATERALS IN EACH PLANTED AREA. DRIPLINE SHALL BE INSTALLED AT A CONSISTENT DEPTH THROUGHOUT THE CIRCUIT. 3. ON ALL SLOPES AND MOUNDS, PLACE THE DRIPLINE LATERALS PARALLEL TO THE SLOPE CONTOUR WHERE POSSIBLE. INCREASE THE LATERAL SPACING BY 25% ON THE LOWER ONE-THIRD OF THE SLOPE TO A VOID EXCESS DRAINAGE. 4. FITTINGS SHALL BE or THE SAME MANUFACTURER AS DRIPLINE. 5. THOROUGHLY FLUSH EACH INSTALLATION SEGMENT TO ENSURE NO DEBRIS CON TAMI NATION OCCURS. -·-·-·-·-·- ----- VAL VE IDENTIFICATION KEY SCH 40 PVC SLEEVING CHART NOTE: REFER TO CIVIL ENGINEER'S PLANS FOR IRRIGATION SLEEVES WITHIN ROADWAYS. CONTROLLER -1 1 / 4" SLEEVE 1-4 WIRES 1 /2" PIPE REFER TO SLEEVEING CHART, THIS SHEET FOR IRRIGATION SLEEVES OUTSIDE or ROADWAY LOCATIONS. DESIGNATION 1 1 /2" SLEEVE 5-10 WIRES 3/4" PIPE VALVE STATION l I VALVE G.P.M. 2" SLEEVE 11-20 WIRES 1" PIPE NUMBER 2 1/2" SLEEVE 21-30 WIRES 1 1 /4" PIPE 3" SLEEVE 31-40 WIRES 1 1 /2" PIPE / 1A \9.2 4" SLEEVE 41-60 WIRES 2" PIPE VAL VE SIZE -t.3/4, 550 -NUMBER OF 6" SLEEVE 61-99 WIRES 2 1 /2" /3" PIPE HYDROZONE SOFT -238 EMITTERS 8" SLEEVE 100+ WIRES 4" PIPE (IF APPLICABLE) (IF APPLICABLE) 10" SLEEVE N/A 6" PIPE REVIEWED: \.~~DSCAP[ p);ii I 3151 AltWAY AVENUE, SUITE J-3 ~ (,l,RDOZA ~ .f. ~ ,;j-,. ;· "4'. COSTA MESA, CAIIFORNIA "'"i?a ~'.} ~~ ~·~ -"' -"' NU VI s U.S. A. 92 626-4640 ~ . These Record Drawings have been prepared based 01 information submitted, in part, by others. While this et:: Si9nolure, ---1 informa~ion is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for LANDSCAPE ARCHITECTURE FX: lll.754.7346 -I< ~irp 1r~!f,1fn«Uo¼7ate * SENIOR CIVIL ENGINEER errors or omissions wh·ch may have been incorporated into these plans os o result. AND PLANNING PH: 71l.754.7311 lll{Jlllm!!li "t-& DESIGNED: DRAWN: J".1.; Date ~· 09/30/16 RECORD DRAWINGS .,, )",[ . ,:,'<' T.M. T.G. or c~v5 CHECKED: DATE: SHEET L-4 OF NO. DATE DESCRIPTION OF REVISIONS APPROVED P.C. 09/30/16 30 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6023-S NEWPORT BOULEVARD WIDENING C-4881 10 0 % S U B M I T T A L N O T F O R C O N S T R U C T I O N IRRIGATION DETAILS RECORD DRAWINGS NOTES: 1. IF WYE STRAINER OR PRESSURE REGULATOR IS SPECIFIED, INSTALL ON El THER THE HORIZONTAL PIPING OR ON THE DOWNSTREAM LEG AS SPACE PERMITS. 2. CONCRETE SLAB SHALL BE MINIMUM 4" THICK, 18" WIDE AND EXTEND AT LEAST 8" PAST THE BACKFLOW ASSEMBLY PIPING. IF BACKFLOW ENCLOSURE IS SPECIFIED IN THE LEGEND, THE CONCRETE SLAB SHALL BE THE SIZE REQUIRED BY THE MANUFACTURER. CD BACKFLOW ENCLOSURE IF SPECIFIED Q) R/P DEVICE SEE LEGEND FOR SPECIFICATIONS @ BRASS BALL VALVE (TYP.) © BRASS NIPPLES MINIMUM 4" @ BRASS ELL, 4 REQUIRED @ PRESSURE REGULATOR OR WYE STRAINER IF SPECIFIED, SEE NOTES (J) BRASS UNION, 2 REQUIRED @ BRASS RISERS. LENGTH AS REQUI ® CONCRETE SLAB, SEE NOTES @ FINISH GRADE (jJ) SCH 80 PVC NIPPLE 6" MINIMUM © SCH 80 PVC FEMALE ADAPTER 3., AND SMALLER SECTION @ PVC MAINLINE TO MASTER VAL VE (f} PVC MAINLINE FROM METER @ 12"X12"X12" CONCRETE THRUST BLOCK FOR 3" DIA. PIPE OR SMALLER A REDUCED PRESSURE BACKFLOW SCALE: 1 /2" = 1' -0" (0 NUVIS SEPTEMBER 2009 / lrr-ReducdPressureElckflwD2.dwg PRESET PRESSURE REGULATOR SCH 40 MALE -- ADAPTER 13" x 20" VALVE BOX. ONE REMOTE CONTROL VAL VE PER BOX. HEAT BRAND "RCV", CONTROLLER LETTER AND VALVE NUMBER ON BOX LID. LOWER LATERAL WITH SCH. 40 PVC 45 ELLS TWO-WIRE CABLE-PROVIDE WIRE CONNECTORS AT ALL SPLICES ALLOW 24" OF EXCESS WIRE Q" IN TURF AREA FINISH GRADE ID TAG 1" IN SHRUB/ 1..----------,.-...,._,ROUNDCOVER AREA 18" 12" --PVC LATERAL d LINE WYE FILTER (ROTATE FILTER PARALLEL TO PEA GRAVEL) PEA GRAVEL-4" DEEP BELOW VALVE (NO SOIL IN VALVE BOX) I 111i'11111V ll=lllc-REMOTE CONTROL VALVE __.,.------BRASS BALL VALVE SCH. 80 PVC FITTINGS (AS REQUIRED) PVC MAINLINE SCH 80 PVC NIPPLE (2 INCH, HIDDEN) AND SCH 80 PVC ELL SCHEDULE 40 PVC TEE E REMOTE CONTROL VAL VE ASSEMBLY SCALE: 1'' = 1 ' -O" (0 NUVIS J.JLY 2009 / lrr-RemoteCntrlVolve01.dwg NOTES: 1. BOX TO BE INSTALLED TO ALLOW FOR PROPER OPERATION OF BALL VALVE 2. INSTALL BOX AT RIGHT ANGLE TO HARDSCAPE EDGE, INSTALL VALVE OFF-CENTER IN BOX TO ALLOW FOR HANDLE MOVEMENT. 3. INSTALL VALVE BOX EXTENSIONS AS REQUIRED TO ACHIEVE PROPER VAL VE INSTALLATION AT MAIN LINE DEPTH. 4. FINISH GRADE: 1" BELOW FINISH SURFACE ADJACENT TO TURF AND 2" BELOW ADJACENT TO NON-TURF AREAS. G) PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BRAND "Bv'' ONTO LID, •:...~!lt::::;;;~~=Jlm~~fur=""' 1 ½"-2" HIGH LETTERING 'T':.'.ITT"T 11 11 I lllc-0 •1-11r !,-111=111 ~11-2 BALL VALVE, REFER TO LEGEND ;,1-1111 111 '_1 • l!II 111 111 r."\3 FINISH GRADE 1TI111 11 1mill111 4 FOR SPECIFICATIONS ~ ~ lf lll=ll~/ \.:;!.,/ ::I 11= Cl I I= © PRESSURE SUPPLY LINE, DEPTH "=' ¢a •• =• '""' PER SPECIFICATIONS @ PVC MALE ADAPTER @ BRASS UNION (J) BRICK SUPPORTS ( 4 TOTAL) @ BRASS NIPPLE ® ¾" WASHED CRUSHED GRAVEL, 2 CUBIC FEET @) LANDSCAPE FABRIC TO COVER BOTTOM AND ALL SIDES OF VAL VE BOX I BALL VALVE SCALE: 1 /2" = 1 '-0" SECTION 4:) NUVIS SEPTEMBER 2009 / lrr-Bal1Valve01.dwg NOTES: 1. USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH FROM UP-STREAM SIDE OF THE MASTER VALVE ASSEMBLY. 2. FINISH GRADE: 1" BELOW FINISH SURFACE ADJACENT TO TURF AND 2" BELOW ADJACENT TO NON-TURF AREAS. CD PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. LABEL "MV" ONTO LID. Q) FINISH GRADE @ MASTER CONTROL VALVE, SEE LEGEND FOR SPECS. © 24" WIRE LOOPS WITH (jJ) 3/4" CRUSHED GRAVEL, 2 CUBIC FEET © LANDSCAPE FABRIC TO COVER BOTTOM AND ALL SIDES OF VALVE BOX @ PVC MAINLINE PIPE FROM BASKET STRAINER PER SPECS. WATERPROOF w1RE coNNEcToRs ll=lll=lllm~=',f"'=====!lliE~~~ z ITWI I lwl 11W1 z @ VALVE ID TAG ::;; ::::m ITT 11 ::;; 00 M11i'1111i'11r @ PVC SCH 40 FEMALE ADAPTER, 11 111 .ill 2 RE OU I RED +-----,.--,...,--..........,. ~~rur~;'.2~ (J) PVC MAINLINE TO FLOW SENSOR, PIPE PER SPECS. @ BRICK SUPPORTS (4 TOTAL) @ BRASS UNION ® BRASS NIPPLE TYP. SECTION B MASTER CONTROL VAL VE SCALE: 3/4"=1'-0" (C)NU\11S .I..ILY 2009 / MasterCnt01Volve01.dwg NOTES: 1. FINISH GRADE: 1• BELOW FINISH SURFACE ADJACENT TO TURF AND 2" BELOW ADJACENT TO NON-TURF AREAS. 2. USE TEFLON TAPE ON ALL THREADED FITTINGS CD QUICK COUPLER KEY WITH MALE (jJ) BRASS TRIPLE SWING JOINT (SIZE HOSE BIB CONNECTION AS SHOWN, PER QCV) USE TWO STREET ELLS, KEY MUST CLEAR VALVE BOX ONE NIPPLE (6" MIN. LENGTH), AND Q) ROUND PLASTIC VALVE BOX WITH ONE THREADED ELL FOR ASSEMBLY BOLT DOWN COVER, USE STAINLESS BOLT NUT AND WASHER. LABEL © MAINLINE, SEE SPECIFICATIONS "QCV" ONTO LID @ FINISH GRADE © QUICK COUPLER VALVE REFER TO LEGEND FOR SPECIFICATION @ GALVANIZED PUNCH LOC (2 REQUIRED) @ BRASS NIPPLE (LENGTH AS REQUIRED) (J) 3/4" CRUSHED GRAVEL, 2 CUBIC FEET @ BRICK SUPPORT @ LANDSCAPE FABRIC TO COVER BOTTOM AND ALL SIDES OF VALVE BOX ® #4 x 36" REBAR STAKE SECTION F QUICK COUPLING VAL VE ASSEMBLY SCALE: 1/2"=1'-0" CINU\115 JULY 2009 / lrr-QuickCpling01.dwg 4" .---FLOOD BUBBLER PER LEGEND ~---1/2"X12" PVC SCHEDULE 80 RISER INSTALL PLUMB ~~!!!!f-~----INSTALL SPRINKLER HEAD 1/2" 111 111 11 ABOVE FINISHED GRADE IN SHRUB AND GROUND COVERS AREAS 1111 Ii' 11 I Ii' 11 I I 111 111 111 -----UNDISTURBED SOIL 111 111 11 PRE-ASSEMBLED TRIPLE SWING JOINT, _I 11, ',ill .. ,_111,' PVC TYPEt WITH 0-RINGED JOINTS, MIPT INLE AND MIPT OUTLET LAY LENGTH TO BE 6" MINIMUM SIZE AS PER SPRINKLER OUTLET ,-----SCH 40 PVC SxSxT TEE FITTING LATERAL • SPRINKLER INLET SIZE ~-LATERAL LINE, SEE SPECIFICATIONS FOR TYPE AND DEPTH REQUIRED NOTES: 1. FINISH GRADE: 1 • BELOW FINISH SURFACE ADJACENT TO TURF AND 2" BELOW ADJACENT TO NON-TURF AREAS. 2. INSTALL FLOW SENSOR AS PER THE MANUFACTURER'S RECOMMENDATIONS, WIRE 0 IRRIGATION CONTROLLER. 3. USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH ON THE DOWN-STREAM SIDE OF THE FLOW SENSOR. G) PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDG . BRAND 'FS' ONTO LID, 1 ½" -2'' HIGH LETTERING Q) FLOW SENSOR, SEE LEGEND FOR SPECIFICATION @ FINISH GRADE © 24" WIRE LOOP @ PVC MAINLINE PIPE @ BRICK SUPPORT(S) z :::::;; (J) 3/4" WASHED CRUSHED GRAVEL, 2 CUBIC FT. 9 --' 1ill1r - @ LANDSCAPE FABRIC TO COVER BOTTOM AND 8 ALL SIDES OF FLOW SENSOR BOX SECTION @ PVC MAINLINE PIPE TO MASTER VALVE (NOT LESS THAN 10 PIPE DIAMETERS) PER SPECS. AND PLAN. ,_C_ ~~~~ SENSOR (C) NUVIS SEPTE&R 2009 /lrr-FlowSensor01.dwg NOTES: 1. PVC SLEEVES TO BE TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED. 2. DETAIL ALSO FOR PIPE INSTALLED IN ROCK SOIL. 3. ALL SLEEVES TO BE SCHEDULE 40 PVC. 4. EXTEND ALL SLEEVES 12" BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. 5. 24" MINIMUM COVER ON MAINLINE 3" AND LARGER CD FINISH SURFACE, REFER TO CONSTRUCTION PLAN Q) CLEAN SAND BACKFILL MINIMUM 90% COMPACTION @ PRESSURE MAINLINE IN SCHEDULE 40 SLEEVE -SIZE SLEEVE TWICE DIAMETER OF PRESSURE SUPPLY LINE © CONTROL WIRES IN SLEEVE -SIZE PER PLAN. INSTALL ADJACENT TO PRESSURE SUPPLY LINE 5 @ NON-PRESSURE LATERAL LINE IN SLEEVE TWICE DIAMETER OF LATERAL LINE TYPICAL SLEEVING SECTION G SCALE: 3 / 4" = 1 '-Q" ONUVIS SEPTElilBER 2009 / lrr-sleeve01.dwg 2 1/4" x 2 3/4" ID TAG WIRE CONNECTORS 24-INCH LINEAR LENGTH OF TWO-WIRE CABLE, COILED 14" x 19" VAL VE BOX, ONE REMOTE CONTROL VALVE PER BOX. HEAT BRAND "Rev·, CONTROLLER LETTER AND VALVE NUMBER ON BOX LID. Q" IN TURF AREA FINISH GRADE j_ 1" IN SHRUB/ -=t=1==t===:;:====~TRGROUNDCOVER AREA ,.. REMOTE CONTROL 12" , 8" PVC UNION PVC LATERAL LINE ~u"A,.), oGq~o~o SCH 40 PVC MALE ADAPTER VALVE --BALL VALVE SCH 80 PVC NIPPLE (4) LENGTH AS REQUIRED SCH 80 PVC ELL (TxT) BRICK (1 OF 4) PVC MAINLINE 'L-----\--------..;;;;:::s;:==7''---;c;SS<C;i:H~80~PVC NIPPLE LOWER LATERAL LINE WITH SCH 40 PVC 45 ELLS 4" MIN. DEPTH OF PEA GRAVEL (NO SOIL IN VALVE BOX) (2 INCH, HIDDEN) AND SCH 80 PVC ELL SCH 40 PVC TEE OR ELL D REMOTE CONTROL VAL VE ASSEMBLY SCALE: 1"=1'-0" © NUVIS .JJL Y 2009 / lrr-RemateCntrIValve01.dwg NOTES: 1. PIGTAIL AND LOOP CONTROL WIRE AT ALL 9DA CHANGES IN DIRECTION. 2. 24" MINIMUM COVER ON 3" MAINLINE AND LARGER. CD FINISH GRADE, REFER TO CONSTRUCTION PLAN Q) CLEAN BACKFILL -90% COMPACTION REQUIRED @ NON-PRESSURE LATERAL LINE. SNAKE PIPE IN TRENCH © PRESSURE SUPPLY LINE. SNAKE PIPE IN TRENCH @ CONTROL WIRES -BUNDLE AND TAPE AT 10' O.C. AND INSTALL ADJACENT TO PRESSURE SUPPLY LINE DIMENSION 1/2" TO 2-1/2" IN SIZE 3" TO 6" IN SIZE 11 SECTION M111= 11_1 =111: A 18" 24' VP. VP. TYPICAL TRENCHING B 12" X H SCALE: 3/4"=1'-0" 0 NU\11S SEPTEMBER 2009 / Irr-Trench01.dwg These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for erra~s or omissions which may have been incorporated into these plans as a result. Q)-T-c~-LE E_: N-7s-8...a.U_B_B_L_E_R ______ bc-bble-c-02-.dwg ,----------------...,_~-------~-~---~-----------------~-----'-,----------~------------------------------l 3151 !ltWAY AVENUE, SUITE J-3 COSTA MESA, CALIFORNIA N "lJ V I S U.S. A. 92 626-4640 LANDSCAPE ARCHITECTURE F X : 7 I l • 7 5 4 • 7 3 4 6 AND PLANNING PH:71l.75C7311 ', ~ ~ . ~~DS (.l,RDOl et: Si9n 12{,JI ill 09/30/16 RECORD DRAWINGS NO. DATE DESCRIPTION Of REVISIONS REVIEWED: ~ SENIOR CIVIL ENGINEER DESIGNED: DRAWN: T.M. T.G. APPROVED CHECKED: DATE: P.C. 09 30 16 SHEET L-5 OF 30 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6023-S NEWPORT BOULEVARD WIDENING C-4881 10 0 % S U B M I T T A L N O T F O R C O N S T R U C T I O N IRRIGATION DETAILS 1. FINISH GRADE. 2. DEPTH OF TUBING PER SPECIFICATIONS 3. DEPTH OF PVC SUPPLY MANIFOLD PER SPECIFICATIONS. 4. DRIPLINE TEE FITTING. 5. DRIPLINE LATERAL. 6. BLANK POLY TUBING, LENGTH AS NECESSARY. 7. DRIPLINE MPT ADAPTER. 8. PVC TEE (SxSxT) WITH 1/2" FPT OUTLET. 9. PVC SUPPLY MANIFOLD FROM REMOTE CONTROL VALVE ASSEMBLY. RECORD DRAWINGS NOTES: 1. LOCATE SPRINKLER HEADS 4" FROM WALKS, CURBS, MOWSTRIP, AND HEADER BOARDS EDGE IN TURF AND GROUNDCOVER AREAS. 2. INSTALL SPRINKLER HEADS PLUMB. ADJUST SPRAYS OR NOZZLE STREAM TO COVER LANDSCAPE AREA WITHOUT OVERSPRAY ONTO PAVING, FENCES, WALLS OR BUILDINGS. CD POP-UP SPRINKLER HEAD, SPRAY OR ROTOR SEE LEGEND FOR SPECIFICATION (n INSTALL SPRINKLER HEAD 1" ABOVE FINISHED GRADE IN 1111' 11111 SHRUB AREAS i=!lk~I11ii"iffI11!1LJ, ~!-~, j-11~1 ~11i1 ]°lll=~_p1,· --------+ @ INSTALL SPRINKLER HEAD ~mIIImI11· lmlllmlllmlllr-1' FLUSH WITH FINISHED GRADE ITT ITT m· l11i'll11i'll111jl' IN TURF AREAS nI1111i'1111i 1_111_111~ © -111-111-1 :111 III==-SCH 80 PVC NIPPLE 1 111 111: 1 111-' =I 11 111 I ,I 11 I 1 @ MARLEX 90" STREET ELL '-,-r'~mI11· lrn!!J' @ SCH 40 PVC TxT 90" ELL ···1.,;;;;;;;1_ (J) SCH 80 PVC NIPPLE TYPICAL (2) PLACES @ LATERAL LINE, SEE SPECIFICATIONS FOR TYPE AND DEPTH REQUIRED @ ANTI-DRAIN VALVE (IF REQUIRED) K POP-UP SPRAY HEAD SCALE: 1"=1'-0" (0 NUVIS SEPTEMBER 2009 / SECTION Irr-PopU pSpra~2. dwg A:...-t-----FLUSH VALVE, PER LEGEND, EXHAUST HEADER -~ PLUMB TO EXHAUST HEADER ~-DRIP TUBING PER LEGEND, NOT TO EXCEED 200 LINEAR FEET BETWEEN HEADERS ' N -+-------AIR RELIEF VALVE, PER LEGEND, (IF AREA PERIMETER _/I BLANK TUBING HEADER CENTERED ON MOUND I ' OR BERM -~ NOTE: ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PAS TE. REQUIRED) INSTALL AT HIGHEST POINT ON ZONE ~-DRIP TUBING START CONNECTION '--CONTROL ZONE KIT (SEE LEGEND) @ DRIPLINE LAY OUT NOi 10 SCALE NOTES: 1. CENTER VALVE BOX OVER REMOTE CONTROL VALVE TO FACILITATE SERVICING VAL VE. 2. SET BOXES 2" ABOVE FINISH GRADE OR MULCH COVER IN GROUND-COVER/SHRUB AREA AND 1" ABOVE FINISH GRADE IN TURF AREA. 3. SET RVC AND VALVE BOX ASSEMBLY IN GROUNDCOVER/SHRUB AREA WHERE POSSIBLE. INSTALL IN LAWN ONLY IF GROUNDCOVER DOES NOT EXIST ADJACENT TO LAWN. 4. SET BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR TO EDGE. 5. AVOID HEAVILY COMPACTING SOIL AROUND VALVE BOXES TO PREVENT COLLAPSE AND DEFORMATION OF VAL VE BOX SIDES. 6. BRAND VALVE BOX WITH CONTROLLER LETTER AND VALVE NUMBER USING 1 1/2 - 2" LETTERING. CD TYPICAL 16"X21" RECTANGULAR VALVE BOX (n TYPICAL QUICK COUPLING VALVE @ TYPICAL 19"X26" OR LARGER VALVE BOX © EDGE OF LAWN, WALK, FENCE, CURB, ETC. 12" 12" 12" 12" □ □ PLAN VIEW s VALVE BOX INSTALLATION SCALE: 1 /2" = 1'-0" <0NU'i1S SEPTEMBER 2009 / lrr-ValveBox01.dwg '3' PRESSURE-COMPENSATING \..VIN-LINE EMITTER TUBING PER LEGEND 0 TIE DOWN STAKE 0 FINISH GRADE d l==I I l==I I 1==111== =I I 1==111=-- -I I I-, II ll-111-111-11111 l-111~-111-111-111~-I I I J-111-111-111;l11 (0>--D...,,..,.NuR,........,,1 11~1'T""T~ ....... l~r-r-c~-I_NS_T_A_L_LA_T_IO_N ___ _ ~..,_LF<.._ AIR VACUUM RELIEF & LINE FLUSHING VALVE KIT PLUMBED TO PVC OR POLY I-AREA PERIMETER ,,__,ff---XF DRIPLINE TUBING DRIP LINE START CONNECTION MALE ADAPTER ----EXHAUST HEADER 71---11---\\--DRIPLINE CENTERED ON MOUND OR BERM ®-D...,,..,.N0R.-----n1 11~1'T""T~.,.....,..,l~r-r-~-L_A_Y_O_UT ______ _ 3151 !ltWAY AVENUE, SUITE J-3 COSTA MESA, CALIFORNIA N "lJ V I S U.S. A. 92 626-4640 LANDSCAPE ARCHITECTURE F X : 7 I l • 7 5 4 • 7 3 4 6 AND PLANNING PH:71l.75C7311 CD ZONE FLUSH VALVE PLUMBED TO PVC (TYP) @ MANIFOLD CONNECTION (PVC TO ELL) @ PVC EXHAUST HEADER © PVC SUPPLY HEADER @ MANIFOLD CONNECTION (PVC TO TEE) @ REMOTE CONTROL VALVE WITH FILTER AND PRV. REFER TO LEGEND AND PLANS FOR SPECIFICATIONS 0 AREA PERIMETER @ DRIPLINE LATERAL ® AIR/VACUUM RELIEF LATERAL BLANK TUBING CENTERED ON MOUND OR BERM @) AIR/VACUUM RELIEF VALVE-IF REQUIRED (PLUMBED TO TUBING AT EACH HIGH POINT) @ PERIMETER LATERALS 2"-4" FROM EDGE (TYPICAL) I I I ,.._-1---1--....--,,-......,1----.----,, L ___ _ ~ PLAN VIEW M -f-'-cAE_LE-~N-Ts-E_R_F_E_E_D_I_N_L_IN_E_~-,u~-~~-,~-. ,oo-, /-lcc-1,-lioeD,-ipDl.dwg --~ ISOMETRIC LEGEND ~~DS (.l,RDOl ~ . et: Si9n 12{,JI + + + + + + + + + + + + + + + ' ill 09/30/16 RECORD DRAWINGS NO. DATE DESCRIPTION OF REVISIONS CD REMOTE CONTROL VALVE WITH FILTER AND PRESSURE REGULATOR. REFER TO LEGEND AND PLANS FOR SPECIFICATIONS @ POINT OF CONNECTION, REFER TO PLANS @ BACKFLOW PREVENTER, REFER TO LEGEND ~R9=~FRRik AND PLANS FOR SPECIFICATIONS © LATERAL LINE TO NEXT PLANTER BED @ MANIFOLD-TO-ELBOW CONNECTION @ PVC SUPPLY MANIFOLD 0 AREA PERIMETER @ PERIMETER LATERALS 2" TO 4" FROM EDGE @ DRIPLINE @) AIR/VACUUM RELIEF VALVE-IF REQUIRED (PLUMBED TO TUBING AT EACH HIGH POINT) REFER TO LEGEND FOR SPECIFICATIONS @ AIR/RELIEF LATERAL BLANK TUBING (IF REQUIRED) CENTERED ON MOUND OR BERM @ PVC FLUSH MANIFOLD lO I @ AUTOMATIC FLUSH VALVE PLUMBED I TO TUBING. REFER TO LEGEND FOR SPECIFICATIONS fiJ END FEED INLINE DRIP PLAN VIEW N SCALE: NTS (0 NU\11S SEPTEWBER 2009 / lrr-lnlineDrip02.dwg NOTES: 1. KIT SHALL INCLUDE A SCOTCHLOK Y SPRING CONNECTOR, A POLYPROPYLENE TUBE AND A WATERPROOF SEALING GEL. TUBE SHALL BE SUPPLIED PREFILLED WITH GEL. 2. DIRECT BURY SPLICE KIT SHALL BE USED TO ELECTRICALLY CONNECT 2-3 #14 OR TWO (2) #12 PRE-STRIPPED COPPER WIRES. LARGER WIRES OR GREATER QUANTITIES OF WIRES SHALL REQUIRE A LARGER APPROVED WIRE CONNECTION. CD LOW VOLTAGE WIRES, THREE (3) MAXIMUM (n WIRES PASS THROUGH GROOVES IN TUBE LID TO ALLOW LID TO CLOSE @ CLOSE TUBE LID AFTER WIRE IS INSERTED INTO TUBE © POLY TUBE PRE-FILLED WITH WATERPROOF GEL @ LOCK TABS PREVENT WIRE REMOVAL ONCE CONNECTOR IS INSERTED @ SCOTCHLOK ELECTRICAL SPRING CONNECTOR. WIRES SHALL BE PRE-STRIPPED OF 1/2" OF THE INSULATION PRIOR TO INSERTION INTO THE CONNECTIOR. TWIST CONNECTOR ONTO WIRES TO SEAT FIRMLY. SCOTCHLOK CONNECTOR AND WIRES INSERTED INTO TUBE UNTIL THE CONNECTOR PASSES LOCK TABS 11111 ~--;1 ,i-------14 ll..----\ 5 111------16 ENLARGEMENT R TYPICAL WIRE CONNECTION SCALE: NTS C0NUVIS JULY 2009 / lrr-WireConnect01.dwg These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for erro~s or omissions which may have been incorporated into these plans as a result. REVIEWED: ~ SENIOR CIVIL ENGINEER DESIGNED: DRAWN: T.M. T.G. APPROVED CHECKED: DATE: P.C. 09 30 16 SHEET L-6 OF 30 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6023-S NEWPORT BOULEVARD WIDENING C-4881 10 0 % S U B M I T T A L N O T F O R C O N S T R U C T I O N IRRIGATION DETAILS & CALCULATIONSRECORD DRAWINGS I W ATER PRESSURE CALCULATIONS I CITY OF VALVE OR PLANT IRRJGATION FLOW PRECIPITATION ROOT SLOPE SHADE MAXIMUM POC NUMBER A POC SIZE 2" LONG BEACH STATION TYPE TYPE RATE RATE DEPTH FACTOR FACTOR CYCLE LANDSCAPE WATER USE STATEMENT NU~IBER PLANT IRRJGATION (GPM) (inches pe r hour) (inches) (%) TIME HY DRAULIC GRADE LINE -POC ELEVATION -FACTOR EFFICIENCY (minutas) ELEVATION DIFFERE NCE -MINIMUM STATIC WATIER PRESSURE 51 DATE: APRIL 22, 2015 RE MOTIE CONTROL VALVE# 10 REMOTIE CONTROL VALVE SIZE 1" PROJECT NAME : NEWPORT BLVD AND 32ND ST WIDENIN G I t t + I R C.V. DEMAND (GPM) 11 TOTAL DE MAND (GP M) 11 PROJECT ADDRESS· NEWPORT BLVD AND 32ND ST, NEWPORT BEACH, CA 92663 HIGHEST HEAD ELEVATION -STATIC PRESSURE AT R.C.V. -PREPARED BY: THANH GIANG, LAMONT KECKLER 1 TREE B 5.5 3.01 18 NONE 1.00 6.98 NUVIS LANDSCAPE ARCHITECTURE AND PLANNING 0.30 0.85 FULL SUN SIZE DESCRIPTION PSI LOSS 3151 AIRWAY AVENUE, J3 2" SERVICE LI NE 1 0.2 PS I COTA MESA, CA 92626 I I 2" WATIER METER 2 0.0 PSI 714-754-7311 1" BACKFLOW PREVENTIER 3 10.0 PSI 2 SHRUB MR 1.5 0.15 9 NONE 1.00 139.45 1.5" GATE VALVES 4 0.7 PS I 0 30 080 FULL SUN 1" MASTER CONTROL VALV E 5 1.0 PSI r 1.5" 590 FEET OF MA INLI NE: TYPE SCHE DULE 40 6 1.5 PSI "I have comp lied with the criteria of the ordinance and applied the m acco rdingly I -FEET OF MA INLINE: TY PE 7 -PSI fo r the effi cient use of wate r in the irrigation design plan." 1" RE MOTE CONTROL VALV E 8 1.0 PS I 3 SHRUB 0.30 DL 5.1 0.64 9 NONE 1.00 32.71 0.90 FULL SUN 10% LATE RAL LI NE LOSS 9 1.4 PS I Signed: 10% FITTING LOSS 10 1.6 PSI I I 0 FT. OF ELEVATION CHANGE (P.O.C TO HIGHE ST HEA D) 11 0.0 PSI PART ONE MAXIMUM APPLIED WATER ALLOWANCE TOTA L SYSTEM PRES SURE LOSS (S UM OF #1 THRU #11) 12 17.4 PS I MAWA ~ ETo x .62 X (.7 X HA)+ (.3 X SLA) 4 TREE B 55 301 18 NONE 1.00 6 98 PRESSURE REQUIRE D AT HEAD 13 30.0 PSI 0.30 0.85 FULL SUN TOTA L PRE SSURE REQUI RED (SUM OF #1 2 AND # 13) 14 47.4 PSI YEARLY ET□ 42.9 I I STATIC WATER PRESSURE (FROM ABOVE) 15 51.0 PS I CONVERSION FACTOR 0.62 RES IDUAL PRESSURE (SUBTRACT # 14 FROM# 15) 16 3.6 PSI 5 SHRUB DL 65 0 64 9 NONE 1.00 32 71 SET PRV OR MCV AT (# 14 PLUS 10 PS I) 17 0.0 PSI ET ADJUSTMENT FACTOR 0.7 0.30 0.90 FULL SUN PRESSURE BOOST, IF REQUIRED (#14-#15 + 20 PS I) 18 0.0 PS I I I TOTAL IRRIGATED LANDSCAPE AREA (HA) 12,641 SQUARE FEET SPECIAL LANDSCAPE AREA (SLA) 0 SQUARE FEET 6 SHRUB MR 1.5 0.09 9 NONE 1.00 23602 0.30 0.80 FULL SUN I WATER PRESSURE CALCULATIONS I LANOSCAPE WATER ALLOWANCE 235, 193 GALLONS PER YEAR POC NUMBER B POC SIZE 1" I I HY DRAULIC GRADE LINE POC ELEVATION TOTAL ACRE FEET 0.72 ACRE FEET -- ELEVATION DIFFERE NCE MINIMUM STATIC WATIER PRESSURE 46 7 TREE B 3.5 3.01 18 NONE 1.00 6.98 -CALCULATIONS: 0.30 0.85 FULL SUN RE MOTE CONTROL VALVE # 1 REMOTE CONTROL VALVE SIZE 1" 42 9 X 0 62 X 07 X 12,641 + 0 3 X 0 = 235,193 R.C.V. DEMAND (GPM) 10.2 TOTAL DE MA ND (GP M) 10.2 I I HIGHEST HEAD ELEVATION STATIC PRESSURE AT R.C.V. PARTlWO ESTI MATED TOTAL WATER USE --•ETWU = ETo x .62 ((PF x HA)/ IE + SLA) 8 SHRUB MR 1.5 0.70 9 NONE 1.00 30.11 SIZE DES CRIPTION PSI LOSS 0.30 0.80 FULL SUN 1.5" SERVICE LINE 1 N.A. PS I AVERAGE IRRIGATION EFFICIENCY 0.85 1.5" WATER METE R 2 N.A. PSI I I 1.5" BACKFLOW PREVENTER 3 N.A. PSI TOTAL PLANT FACTOR x HYDROZONE AREA (PF x HA) FROM TABLE 3,799 1.5" GATE VALVES 4 0.7 PS I ESTI MATED TOTAL WATER USE 118,794 GALLONS PER YEAR 9 SHRUB DL 1.0 0.64 9 NONE 1.00 32.71 1.5" MASTER CONTROL VALV E 5 1.5 PSI 0 30 0 90 FULL SUN 1.5" 260 FEET OF MA INLI NE: TYPE SCHE DULE 40 6 0.1 PSI CALCULATIONS: t I -FEET OF MA INLINE: TYPE 7 -PSI 429 X 062 X 3,799 I 0 85 + 0 = 118,79428 1" REMOTE CONTROL VALV E 8 1.5 PS I 10 TREE B 55 301 18 NONE 1 00 698 10% LATE RAL LI NE LOSS 9 0.4 PS I TOTAL ACRE FEET 0.36 ACRE FEET 0.30 0.85 FULL SUN TOTAL CUB IC FEET 15,881 589 CUBIC FEET 10% FITTING LOSS 10 0.4 PS I TOTAL HUNDRED CUBIC FEET 158.816 CCF I I I 0 FT OF ELEVATION CHANGE (P.O.C TO HIGHE ST HEA D) 11 0.0 PSI TOTAL MILLIONS OF GALLONS 0.119 MILLIONS OF GALLONS TOTA L SYSTEM PRESSURE LOSS (S UM OF #1 THRU #11) 12 4.6 PS I AVERAGE GALLONS PER DAY 325 GALLONS PER DAY 11 SHRUB MR 1.5 046 9 NONE 1.00 4539 PRESSURE REQUIRE D AT HEAD 13 30.0 PS I PERCENT OF ET□ 35% 0.30 0.80 FULL SUN TOTAL PRESSURE REQUI RED (SUM OF #1 2 AND # 13) 14 34.6 PSI r I I STATIC WATIER PRESS URE (FROM ABOVE) 15 46.0 PSI RES IDUA L PRESSURE (S UBTRACT # 14 FROM# 15) 16 11.4 PSI PART THREE ESTIMATED APPLIED WATER USE SET PRV OR MCV AT (# 14 PLUS 10 PSI) 17 0.0 PSI 12 SHRUB DL 8.6 0.64 9 NONE 1.00 32.71 TOTAL GALLONS PER YEAR FROM 0.30 0.90 FULL SUN PRES SURE BOOST, IF REQUIRED (#14-#15 + 20 PS I) 18 0.0 PS I WATER SCHEDULES (AFTER ESTABLISHMENT) 93,963 GALLONS PER YEAR I I I 13 TREE B 1.0 3.01 18 NONE 1.00 6.98 HYDROZONE TABLE 1 0.30 0.85 FULL SUN r I r I HYDROZONE' PLANT IRRIGATION IRRIGATION HYDROZONE %1 VALVE PLANT (PLANT FACTOR METI-1O0" EFFICIENCY AREA PF x HA LANDSCAPE NO. TYPE WATER USE) (PF) (IE) (HA) (Sq Fl) AREA 14 TREE B 1.0 3.01 18 NONE 1.00 6.98 1 TREE LW 0.30 B 0.85 176 53 1.4% 0.30 0.85 FULL SUN 2 SHRUB LW 0.30 MR 0.80 940 282 7.4% I t I 3 SHRUB LW 0.30 DL 0.90 763 229 6.0% 4 TREE LW 0.30 B 0.85 176 53 + 1.4% 5 SHRUB LW 0.30 DL 0.90 980 294 7.8% 6 SHRUB LW 0.30 MR 0.80 1,591 478 t 12.6% 15 SHRUB MR 1.5 0.33 9 NONE 1.00 62.00 7 TREE LW 0.30 B 0.85 112 34 0.9% 0.30 0.80 FULL SUN 8 SHRUB LW 0.30 MR 0.80 203 61 t 1.6% 9 SHRUB LW 0 30 DL 0 90 146 44 + 1 2% I I I 10 TREE LW 0.30 B 0.85 176 53 1.4'}l' 11 SHRUB LW 0 30 MR 0 80 306 92 2.4% 12 SHRUB LW 0.30 DL 0.90 1,289 387 + 10.2% 16 SHRUB DL 6.8 0.64 9 NONE 1.00 32.71 13 TREE LW 0.30 B 0.85 32 10 + 0.3% 0.30 0.90 FULL SUN 14 TREE LW 0.30 B 0.85 32 10 0.3% I 15 SHRUB LW 0 30 MR 0 80 424 128 + 34% I I + 16 SHRUB LW 0.30 DL 0.90 1,026 308 8.1% 17 SHRUB LW 0.30 DL 0.90 E66 200 + 5.3% + 17 SHRUB 0 44 064 9 NONE 1 00 32 71 18 TREE LW 0.30 B 0.85 48 15 0.4% 0.30 0.90 FULL SUN 19 SHRUB LW 0.30 DL 0.90 1,531 4€0 12.1% + f t 20 TREE LW 0.30 B 0.85 160 48 1.3% + 21 SHRUB LW 0.30 MR 0.80 1,864 5€0 14.7% I I I TOTALS t 0.85 12,641 3,799 100.0"/o Avera!Je IE 18 TREE B 1.5 3.01 18 NONE 1.00 6.98 0.30 0.85 FULL SUN I I r 19 SHRUB 0 10.2 0.64 9 NONE 1.00 32.71 0.30 0.90 FULL SUN I I I 20 TREE 0 5.0 3.01 18 NONE 1.00 6.98 0.30 0.85 FULL SUN I r r 21 SHRUB MR 1.5 0.08 9 NONE 1.00 276.52 0.30 0.80 FULL SUN REVIEWED: \.~~DSCAP[ p);ii I 3151 !ltWAY AVENUE, SUITE J-3 ~ (,l,RDOZA ~ -f. ~ ,;j, ,. ;· '4'. COSTA MESA, CALIFORNIA (:j~m ~i -"' -"' N u V I s U.S. A. 92 626-HH ~ . These Record Drawings have been prepared based 01 information submitted, in part, by others. While this et:: Si9noture, ---1 informa~ion is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for LANDSCAPE ARCHITECTURE F X : 71l.754.7346 i< ~irp 1r~!f,1~0¼7ate * SENIOR CIVIL ENGINEER errors or omissions wh·ch may have been incorporated into these plans as a result. AND PLANNING PH: 711.754.7311 lll{Jlllm!!i "t-& DESIGNED: DRAWN: J".1.; □ate ~· 09/30/16 RECORD DRAWINGS .,, l',[ . ,:,'<' T.M. T,G. or c~v5 CHECKED: DATE: SHEET L-7 OF NO, DATE DESCRIPTION Of REVISIONS APPROVED P.C. 09/30/16 Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr SrSr Sr Sr Sr Sr SrSrSrSr Sr Sr SrSrSrSr Sr Sr SrSr Sr Sr SrSr Sr Sr SrSr SrSr Sr Sr Sr Sr Sr Sr SrSr SrSr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr SrSr Sr Sr SrSr SrSr Sr Sr Sr Sr Sr Sr Sr Sr SrSr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr SrSr Sr Sr Sr SrSr Sr Sr Sr Sr Sr Sr Sr Sr SrSr Sr SrSr SrSr Sr SrSr SrSr Sr Sr Sr Sr Sr SrSrSrSr SrSr SrSr Sr Sr Sr Sr Sr Sr SrSr SrSrSrSr E E E E E E E E E E E E E EEE E E E E E E Sr E E E E E E E E E E E E E E E E E E EEEEEEEEEEEEEEEEEE E EEEEEEEEEEEEEE M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M E E SrSr M 30 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6023-S NEWPORT BOULEVARD WIDENING C-4881 10 0 % S U B M I T T A L N O T F O R C O N S T R U C T I O N PLANTING PLAN A 1 2 3 4 5 6 7 8 9 10 12 11 6 6 6 666 2 2 2 2 12 12 3 33 6 6 1 1 1 1 11 1 1 T-4 1 T-4 1 T-4 1 T-4 1 T-4 1 T-2 60 S-12 27 S-4 116 S-12 15 S-4 33 S-9 33 S-4 62 S-12 1 T-2 1 T-4 1 T-41 T-4 RECORD DRAWINGS \\ \ \ \ \ \ J\·\ IRRIGATION AND SHRUB PLANTING SHALL BE REPLACED TO MATCH ADJACENT LANDSCAPE & IRRIGATION. CONTRACTOR TO ADJUST EXISTING IRRIGATION WITHIN RIGHT-OF-WAY PLANTER TO ACCOMMODATE NEW SIDEWALK LOCATION. r ~ -V ,;>'.!!, ?o.L'1.--A,'.J .-;.,,. . .__ ~ ~c-c-~"-TS--: '" I \ \ _,, \ T -----TV o ' i I ,I I I D I I I I I i ;;p I- 8l I I I f ,1 1 I ; I I I '\ \ ~ \ ~~ \ \._ \- \ \ \-\ _,, EXISTING IRRIGATION AND \ \ \ SHRUB PLANTING DAMAGED \ \ \- DURING CONSTRUCJJJ)N SHALL \ \ \\- B~REPLACED IN Lli<E KIND "\ ,, \ \ \ \ /~ \,, / /\,,, ~ \ ( ' \._ ~ \\, ~ \~'-.. '\\- _;, \' \ \' '. -0 \ \" • TYP . --r- " " -w----=w---~~- C \ \ \ --------~-----w-----w----s-- - I --j---W----- \ \ \ / AREA THIS SHEET KEY MAP These Record Drawings have been prepared based 01 information submitted, in par\, by others. While this informa~ion is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions wh·ch may have been incorporated into these plans as a result. 3151 AltWAY AVENUE, SUITE J-3 COSTA MESA, CALIFORNIA N "lJ V I S U.S. A. 92 626-HH LANDSCAPE ARCHITECTURE F X : 7 I l • 7 5 4 • 7 3 4 6 AND PLANNING PH: 71l.75C7311 I I I I I I ,'QI I ~YP. I a --- I / I I I !/ ! I I I I // --i----- & 09/30/16 RECORD DRAWINGS NO. DATE DESCRIPTION Of REVISIONS Q ti( ~~ I I I I 0 LANDSCAPE CONSTRUCTION LEGEND 0 0 0 0 0 0 0 0 0 0 0 0 ENRICHED CONCRETE PAVING -SEE DETAIL 'B', SHEET L-11 CONCRETE PAVING PER CIVIL ENGINEER'S DRAWINGS CURB PER CIVIL ENGINEER'S DRAWINGS CURB RAMP PER CIVIL ENGINEER'S DRAWINGS BIKE LANE PER CIVIL ENGINEER'S DRAWINGS TREE GRATE -SEE DETAIL 'D', SHEET L-11 BENCH -SEE DETAIL 'G', SHEET L-11 TRASH RECEPTACLE -SEE DETAIL 'H', SHEET L-11 CONCRETE MOWSTRIP -SEE DETAIL 'F', SHEET L-12 BIKE RACK -SEE DETAIL 'F', SHEET L-11 EXISTING SIDEWALK TO REMAIN AND BE PROTECTED LIGHT POLE PER ELECTRICAL PLAN EXISTING IRRIGATION, SHRUB--~ AND GROUNDCOVER DAMAGED DURING CONSTRUCTION SHALL BE REP()CED IN LIKE KIND I I I I I • -----s-----ss-J------ I lti -+au NOTE 1. REFER TO SHEET L-12 FOR PLANT LIST, NOTES AND DETAILS REVIEWED: ~ SENIOR CIVIL ENGINEER DESIGNED: DRAWN: T.M. T.G. APPROVED CHECKED: DATE: P.C. 09 30 16 Fi> GRAPHIC SCALE 20 SCALE: 1 • = 20' SHEET L-8 OF 60 Sr SrSr SrSr SrSr SrSr SrSr SrSr SrSr SrSr SrSr SrSr SrSr SrSrSrSr SrSr SrSr SrSr SrSr SrSr SrSr SrSr SrSr SrSr SrSr SrSr SrSr SrSr SrSr SrSr SrSr SrSr SrSr SrSr SrSr SrSr SrSr SrSr SrSr SrSr SrSr SrSr SrSr SrSr SrSr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr SrSr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr SrSr Sr Sr Sr Sr Sr Sr Sr Sr SrSr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr SrSr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr SrSrSr SrSrSrSr SrSr SrSrSrSrSrSr SrSr SrSr SrSr SrSrSrSr Sr SrSrSrSrSrSrSr SrSrSrSrSrSrSrSrSrSr SrSrSrSrSrSrSrSrSrSr SrSr SrSr SrSrSrSr SrSrSr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr M AV MMM M MMMMMMMMMMMMMMMMM M M M M M M M M M M M M M M MMMMM E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E M AV AV AV AV AA AA A AAA AAA AAA AV AV AV AV AV AV AV AV AV AV AV AV AV AV AV AV CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL H H H H AAAA AAAA AAAA AA AA AA AA AA L L L L L HH H H H H H H H HH H HH H HHH H H H H H H H H HH H H H H H H J J J J J J J J J J J J J J J J J J J J J J JJ HHH H H H J J J J J J J J J J J J J J J J J JJJ J J J J JJ JJ J J J J J J J J J JJ J J JJ J J JJ JJJ J JJJ J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J H H H HL L L L H H H H H H H HHH H H H H H H H H H H J J J J J J J J J J J J J J J J J J L L L L H H H H HH H H H H H H H H H H H H H H H HHHHHHHHH J J J J J J J CL CL CL CL CL CL CL CL J J J J J J J J J J J J J J J J J J J J J J J L L L L L L L L L H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H HHH H H J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J JJJJJJJJJJ H H H H H J J J J J J J J J J J J J J J J J JJJJ L J J J H L J J J J J J J J J J J J J J J J J J J J J J J J J J J J J JJJJJJJ J JJJJJJ J J J J M CL JJJ J J J J J J J J J JJJJ J J 30 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6023-S NEWPORT BOULEVARD WIDENING C-4881 10 0 % S U B M I T T A L N O T F O R C O N S T R U C T I O N PLANTING PLAN B 1 2 3 4 5 6 7 8 9 10 12 11 6 6 6 8 6 6 2 2 2 2 2 2 5 5 5 5 2 2 1 7 12 6 11 11 10 7 8 6 6 1 1 1 1 1 1 1 1 1 6 5 S-7 1 T-4 1 T-4 1 T-4 1 T-41 T-4 1 T-4 1 T-4 50 S-12 118 S-12 35 S-4 43 S-9 64 S-12 38 S-121 T-2 15 S-10 9 S-8 46 S-6 51 S-7 4 S-8 30 S-6 2 S-10 3 S-8 11 S-10 20 S-7 5 S-8 96 S-7 40 S-6 11 S-2 12 S-1 28 S-6 4 S-8 42 S-7 12 S-2 6 S-3 4 S-2 4 S-2 6 S-3 4 T-4 4 T-3 1 T-2 1 T-4 1 T-4 1 T-3 4 T-4 1 T-3 1 1 T-2 1 T-2 6 S-6 1 T-4 1 T-4 6 1 1 T-4 6 1 1 T-4 6 1 1 T-4 2 35 S-7 1 1 T-3 1 T-3 1 T-2 5 1 T-4 RECORD DRAWINGS / / / / ,/ 0 I I II __ ss I ,-----1-s I I 0 • I I I 0 _.. I ~· I + 0 0 I 0 I I I I I \ \ I I I -~ \ \ "' \ \ " "' ' ' ' ---W- ' " ' '\ ~ ' ' /, /, /4 /, / These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have :ieen incorporated into these plans as a result. 1' I I I EXISTING IRRIGATION AND SHRUB PLANTING DAMAGED DURING CONSTRUCTION SHALL BE REPLACED IN LIKE KIND EXISTING IRRIGATION AND SHRUB PLANTING DAMAGED DURING CONSTRUCTION SHALL BE REPLACED IN LIKE KIND Ii ---=-w==~==w-----=-~5~-W======;_-_-_-~--:====~w--=--I - Ii Ii ,. I LANDSCAPE CONSTRUCTION LEGEND 0 0 0 0 0 0 0 0 0 0 0 0 I /1 I I I I r I' : I' 'r : I I I I I ENRICHED CONCRETE PAVING -SEE DETAIL 'B', SHEET L-11 CONCRETE PAVING PER CIVIL ENGINEER'S DRAWINGS CURB PER CIVIL ENGINEER'S DRAWINGS CURB RAMP PER CIVIL ENGINEER'S DRAWINGS BIKE LANE PER CIVIL ENGINEER'S DRAWINGS TREE GRATE -SEE DETAIL 'D', SHEET L-11 BENCH -SEE DETAIL 'G', SHEET L-11 TRASH RECEPTACLE -SEE DETAIL 'H', SHEET L-11 CONCRETE MOWSTRIP -SEE DETAIL 'F', SHEET L-12 BIKE RACK -SEE DETAIL 'F', SHEET L-11 EXISTING SIDEWALK TO REMAIN AND BE PROTECTED LIGHT POLE PER ELECTRICAL PLAN EXISTING IRRIGATION AND SHRUB PLANTING DAMAGED DURING CONSTRUCTION SHALL BE REPLACED IN LIKE KIND I I G -_,.1 -J2_ - G --r .C·'-.L..7"-~· -'-'--.C.C.C.C I I .. 7 ------W A I ,,,___--\ I y--~--~ 1 3 \----m 1---\ --W -IM------I I C/) "!(~tjcl~ \ 11 I I \ \ I \ -M-----M--...... tt,,=='\ I ! w \ \?-\ I M-----'1 M----M-----M-----M-----M-----M-\ l t-=~~~~~\ 1Fl~=-=-:_-+~_j-;--__ ~-~t=---------:::;;~~t------'---+--~--M:_---=-:__-:-_-=-::-:M~-:_:-::_-=-=-:..:-::,M".:-=-~-::c-=-c!!,•.=-~-~-~--w-._.,,,\_J:";=c==-=-:===1f=7~~~~=-;T' I I --M-- --M-- - --M-I z \ I TYP. I \ I I TYP. --E-- ---E--___ \_-TV-- ---TV-- - --TJ-----TV-----TV-----N-- - - -TV---// ~ ---.-1-T \, 11\ _"1 _/_ ---" ---;;---q------T~-=--, ~ ~ ~-:_v~ T---_-_-_r-::_T __ II_ --T---- -T-- - - -Tl-- - - -T--- --T---- -T---- -T----_ I! -I---',,--TV\-;;ctll-_ = rv--T-- ---=--2--=,-v_'---------,vT-■-<Cf- E-----r0 /f --__ :___ I l ~ ---w-----w---:;-_:-_'v_:-_:-_:-,-::_-::_"'_-::_-::_~==='==;-_.:-_.:-_"_.:-_-,~ ~ =" ~ = --t I-4-~Tc:ir----- , ..cc I -TV-----T-----~ ~--+ .r ::::"'-=:::1··~· ➔ ·-:::=::_-J, I -----Ts-l..1---rls--_-_4' ---~--c~ . ➔ r-. ~ ,,_, ~ .r-r, I II ,:E @ I I I -1:1-:-\r::_-.:.:' -• e ••• , o O • ••~ I ~ I I I/~ ~(\ I c-L-J-1---"' \ I \ I "' I \ I I \l I I L r EXISTING IRRIGATION AND TURF SHALL BE REPLACED TO MATCH EXISTING. I n II LJ KEY MAP -:N"-t:J-V I S LANDSCAPE ARCHITECTURE AND PLANNING 3151 !ltWAY AVENUE, SUITE J-3 COSTA MESA. CALIFORNIA U.S. A. 92 626-HH FX: lll.754.7346 PH: 71l.75<.7311 AREA THIS SHEET I & 09/30/16 RECORD DRAWINGS NO. DATE DESCRIPTION Of REVISIONS • NOTE It I 1 .,,l' I \ \ I \ I ry I I 1, I ' U 1, \ \ ' ~ \ I ' EXISTING IRRIGATION AND TURF SHALL BE REPLACED TO MATCH EXISTING. 1. REFER TO SHEET L-12 FOR PLANT LIST, NOTES AND DETAILS 20 REVIEWED: SENIOR CIVIL ENGINEER DESIGNED: DRAWN: T.M. T.G. APPROVED CHECKED: DATE: P.C. 09 30 16 \ • .,,--EXISTING IRRIGATION AND TURF SHALL BE REPLACED TO MATCH EXISTING. GRAPHIC SCALE 0 20 SCALE: 1 • = 20' SHEET L-9 OF 60 Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr SrSr SrSr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr SrSr Sr SrSr Sr Sr Sr Sr Sr Sr SrSrSrSr Sr Sr Sr Sr Sr Sr Sr SrSr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr SrSr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr SrSrSrSr Sr Sr Sr SrSrSrSr Sr Sr SrSr Sr SrSr Sr Sr Sr Sr Sr Sr Sr SrSr Sr Sr Sr Sr Sr Sr Sr Sr SrSr Sr Sr Sr Sr Sr Sr SrSrSr Sr SrSrSr SrSr SrSrSrSrSrSrSrSrSrSrSrSrSrSrSrSrSrSrSrSrSrSrSrSrSrSr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr SrSr Sr Sr Sr Sr SrSr SrSr Sr SrSrSrSrSrSrSrSr Sr Sr Sr Sr Sr SrSr Sr Sr Sr SrSrSrSr Sr Sr Sr Sr Sr Sr Sr Sr Sr Sr SrSr SrSrSrSrSrSrSrSrSrSrSrSrSr Sr Sr Sr SrSrSrSr E E E E E E E E E EEEEEEE E E E E E EEE EEE E E E EE EEEEEEEEEEEEEEEEEEEEEEE EEEEEEEEEEEEEE EEEEEEEEEE E E E E E E E E E E E E E E EE E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E EE E E EE E E E E E E EEEE E E E E E E EE E E E E AAAA AA AA AA AA SrSr Sr SrSr AV AV AV AA AA AA AV AVAV AVAVAVEEEEEEEEEEEEEEEEEEEEEEE EEE EEE EEE EEE EEE EEE EEE EMEMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMM J J J J J J J J J J J J J J J J J J J J J J J J J J JJJJJJJJJJJJJJJJJJ J J J J J J J J J J J E 30 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6023-S NEWPORT BOULEVARD WIDENING C-4881 10 0 % S U B M I T T A L N O T F O R C O N S T R U C T I O N PLANTING PLAN 1 2 3 4 5 6 7 8 9 10 12 11 6 6 6 5 2 2 2 2 12 12 1 1 1 1 T-4 1 T-4 1 T-4 74 S-12 18 S-4 58 S-9 28 S-4 34 S-4 22 S-12 11 S-12 23 S-12 40 S-4 61 S-12 37 S-4 105 S-12 33 S-4 40 S-123 S-2 3 S-1 1 S-2 3 S-2 1 T-1 3 S-1 3 S-1 76 S-12 16 S-4 1 T-1 2 T-1 1 S-1 50 S-7 3 T-2 87 5 C RECORD DRAWINGS I --,----_J I I I -7 I I I ; I I I I w I / I I I I I J I ('t I I I l._.f I I J I I I _c--r I --I I .------_J E I ' 78 w ' --~ I I ~ tc~-/ ..----... / - . . ... i -.:_ _'._.--.. ~ ;i;.---'-----=--.:..-I -.;_---, - TYP. I / / I TYP. 23+0 . . . . . _ _ ~. }_t .. =_==~\":\\~-c-=s.Ste,-=-__ .. J •. ~c-fI J_!_s~~~tl~;f'~=;~~-=-=•~-==-cr'--c:::--::::_~•-=---::-_----===::===: -'f':--....M.__ TYP. L f \ ~/ \ 1t \ I \ I \ I ~ L I \ ~ \ I \ I These Record Drawings have been prepared based 01 information submitted. in par\, by others. While this informa~ion is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions wh·ch may have been incorporated into these plans as a result. - I KEY MAP 3151 AltWAY AVENUE, SUITE J-3 COSTA MESA, CALIFORNIA N '"l.J V I S U.S. A. 92 626-HH LANDSCAPE ARCHITECTURE F X : 7 I l • 7 5 4 • 7 3 4 6 AND PLANNING PH: 71l.75C7311 j ;/ :J J ;/ :J I I J 1 I ,_ ltJ IE (IJ ♦ ® ® -G--t -G-----G-----C ♦ J LANDSCAPE CONSTRUCTION LEGEND 0 ENRICHED CONCRETE PAVING -SEE DETAIL 'B', SHEET L-11 0 CONCRETE PAVING PER CIVIL ENGINEER'S DRAWINGS 0 CURB PER CIVIL ENGINEER'S DRAWINGS 0 CURB RAMP PER CIVIL ENGINEER'S DRAWINGS 0 BIKE LANE PER CIVIL ENGINEER'S DRAWINGS 0 TREE GRATE -SEE DETAIL 'D', SHEET L-11 0 BENCH -SEE DETAIL 'G', SHEET L-11 0 TRASH RECEPTACLE -SEE DETAIL 'H', SHEET L-11 0 CONCRETE MOWSTRIP -SEE DETAIL 'F', SHEET L-12 0 BIKE RACK -SEE DETAIL 'F', SHEET L-11 0 EXISTING SIDEWALK TO REMAIN AND BE PROTECTED 0 LIGHT POLE PER ELECTRICAL PLAN CONSTRUCTION PLAN NOTES 1. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, AND EQUIPMENT FDR THE INSTALLATION OF ALL IMPROVEMENTS AS SHOWN □ N THE DRAWINGS AND AS DESCRIBED IN THE SPECIFICATI□NS. --...-#-4----t-25+-'---t-lrc--p~~--2. CONTRACTOR SHALL REVIEW ALL EXISTING SITE C□NDITI□NS PRIOR TD - ~-----'f-----i:-----SUBMITTING BID AND PRIOR TD COMMENCING INSTALLATION. IF ANY ♦ 11 -I ''?,,0Jt'2Jr,.J<♦ _'"'-; ~ DISCREPANCIES EXIST, THEY SHOULD BE BROUGHT TD THE IMMEDIATE ,----ATTENTION OF THE ENGINEER. 0 ¥ I \-..1-3. DEVIATIONS BETWEEN THE DRAWINGS AND ACTUAL FIELD Q O 1 □ F THE ENGINEER. ♦ ""'-I C□NDITI□NS SHALL BE BROUGHT TD THE IMMEDIATE ATTENTION ♦ '\ 4, COSTS INCURRED DUE TD REPAIR, REST□RATI□N, DR REPLACEMENT □F 1 EXISTING IMPROVEMENTS WHICH ARE DESIGNATED 'TD BE PROTECTED' ♦ ~\ , ___ 1 __ !, _____ , _____ , _____ /,,-,-_--s" DR 'TD REMAIN' WHICH ARE DAMAGED AS A RESULT OF CONSTRUCTION -. OPERATIONS SHALL BE THE RESP□NSIBILITY OF THE CONTRACTOR . 5. UNLESS DESIGNATED ON THE DRAWINGS OTHERWISE, ALL MATERIALS 00 I DESIGNATED FDR REMOVAL SHALL BE DISPOSED OF □FF-SITE. I / I -~ _,,/ I 6 / I , HARDSCAPE AND STRUCTURAL ELEMENTS SHALL BE PLACED PER 0 Q ....,J 'JI_,, I " ' I -, S / / /5 ___......-I ' ---~---I ' ~ ss --~ I -I / ~ I -M I / -' EXISTING IRRIGATION AND SHRUB PLANTING DAMAGED DURING CONSTRUCTION SHALL BE REPLACED IN LIKE KIND I I I I I " I I I I I I I ' ' " I / / AREA THIS SHEET GE□TECHNICAL SOILS REPORT. IF SUCH REPORT IS UNAVAILABLE, CONTRACTOR SHALL DISCUSS PLACEMENT ON SUITABLE GRADE 'w!TH ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FDR LOCATING AND STAKING ALL SEVER, WATER AND UTILITY LINES ABOVE DR BEL□'w GRADE THAT MIGHT BE DAMAGED AS A RESULT OF CONSTRUCTION OPERATIONS. CONTRACTOR SHALL ASSUME SOLE RESPONSIBILITY FDR ANY COST INCURRED FDR REPAIR, RESTORATION, DR REPLACEMENT OF AFOREMENTIONED UTILITIES DAMAGED AS A RESULT OF CONSTRUCTION OPERATIONS. 8. ABANDONED PIPES SHALL BE CAPPED DR PLUGGED IN A MANNER APPROVED BY THE CITY'S AUTHORIZED REPRESENTATIVE. 9. CONCRETE INDICATED FDR SA'wCUTTING AND REMOVAL SHALL BE CUT TD A TRUE LINE WITH NEATLY SAWED EDGES. IF A SAWCUT IS WITHIN THREE FEET (3') OF AN EXISTING EXPANSION DR CONTROL JOINT, CONCRETE SHALL BE REMOVED TD THAT NEAREST JOINT. 10. CONTRACTOR SHALL SUBMIT SHOP DRA'w!NGS, MANUFACTURER'S CUT DR DATA SHEETS FDR APPROVAL PRIOR TD ORDERING MATERIALS. CONTRACTOR SHALL FURNISH TD THE ENGINEER A CERTIFICATE OF COMPLIANCE FDR SUCH FURNISHED MATERIALS. 11. UNLESS DESIGNATED ON THE DRAWINGS □THER'w!SE, MATERIALS TD BE PURCHASED AND FURNISHED BY THE CONTRACTOR SHALL BE NE'w. 12.PR□JECT GE□TECHNICAL REPORT DR RECOMMENDATIONS BY A STRUCTURAL ENGINEER SHALL TAKE PRECEDENCE FDR ALL SOIL CONDIT IONS, MATERIALS, REINFORCEMENT, DIMENSIONS, AND SUBBASE. ---i-----I • NOTE 1. REFER TO SHEET L-12 FOR PLANT LIST, NOTES AND DETAILS REVIEWED: ~ SENIOR CIVIL ENGINEER GRAPHIC SCALE 20 0 20 60 SCALE: 1 • = 20' LJi 09/30/16 RECORD DRAWINGS DESIGNED: DRAWN: T.M. T.G. NO. DATE DESCRIPTION Of REVISIONS APPROVED CHECKED: DATE: P.C. 09 30 16 SHEETL-1 O OF NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURE'S SPECIFICATIONS. 2. DO NOT SCALE DRAWINGS. 3. CONTRACTORS NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com/info REFERENCE NUMBER 382-164. OR AN APPROVED EQUAL. 4. REFER TO CONSTRUCTION PLAN FOR AVAILABILITY AND COLOR. 1 2 3 4 5 6 2 1 6 3 4 5 7 7 2. 1. REFER TO CONSTRUCTION PLAN PEDESTRIAN TRAFFIC EXPANSION JOINTS SHALL BE AS SHOWN ON THE CONSTRUCTION PLAN(S) AND/OR ADJACENT TO LARGE SLABS, STRUCTURES, AND AT INTERVALS NOT TO EXCEED 6' O.C. CONTROL JOINTS SHALL BE AS SHOWN ON THE CONSTRUCTION AND DETAILS. 3. 5. EXPANSION JOINTCONTROL JOINT ASPHALT SATURATED FIBER OR 'T' EXPANSION JOINT SET 1/2" BELOW PAVING SURFACE FOR ADDITIONAL INFORMATION REFER TO SPECIFICATIONS FINISH GRADE: 1" BELOW FINISH SURFACE ADJACENT FOR TURF AND 2" BELOW FOR SHRUBS/GROUNDCOVER AREAS. UNLESS OTHERWISE NOTED, NEW FINISH SURFACE SHALL BE FLUSH WITH ADJACENT EXISTING SURFACES. 4" THICK CONCRETE & SUBGRADE, REFER TO SPECIFICATION FOR INFO. 6. WIDTH VARIES 1 2 3 4 4. 7.CONCRETE COLOR SHALL BE: NATURAL COLOR NOTES: 1/4" WIDE, 1" TOOLED OR SAW CUT CONTROL JOINT 12 3 4" THICK PCC WITH #4 @ 18" O.C., BOTH DIRECTION 8. ENRICHED CONCRETE PAVING, REFER TO NOTE #8 ABOVE 4 FINISH TEXTURE OF ENRICHED CONCRETE PAVING SHALL MATCH SAMPLE NUMBER 15-132 BY J&M CONSTRUCTION INC., 714-978-2222 EXT: 137 OR AN APPROVED EQUAL 30 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6023-S NEWPORT BOULEVARD WIDENING C-4881 10 0 % S U B M I T T A L N O T F O R C O N S T R U C T I O N CONSTRUCTION DETAILS NOTES: 1. BIKE RACK, MODEL NO. BRC5-103. AVAILABLE FROM VICTOR STANLEY. PHONE NUMBER, 800.368.2573 OR AN APPROVED EQUAL. 2. CONTRACTOR SHALL INSTALL BIKE RACK PER MANUFACTURER'S SPECIFICATIONS. 3. BIKE RACK SHALL BE SURFACE MOUNTED. 4. BIKE RACK SHALL BE POWDERCOATED BRONZE 8 4 7 6 5 3 2 1 1 2 6 5 2 3 7 4 8 9 9 1 9 4 RECORD DRAWINGS L2 s < ,<l ' A ' < ' < ' I ' 111 ' 11 I" 'I 11 ' 111 ' 111 "I 11 ' 111 ' 111 ' - -=111 Ill Ill IIL 111_,,,_ ••• -"1=1 1 0 0 0 0 "-II 1-1 I •- _11 I II I II I 11111111111 I II I I I I - - - 11 1-· ···-111 B 6' z 12" SQ <( ....J c.. c., z I I-I-z 0 <( =s:: ....J tt . ''. I J V I c.. c::: 0 0 I-LL c::: w LL w c::: 1 CONTROL JOINT, SEE DETAIL A, THIS SHEET -12" O.C. EACH WAY 2 ENRICHED CONCRETE PAVING. SEE DETAIL A, THIS SHEET 3 TREE GRATE. SEE DETAIL D, THIS SHEET 4 CONCRETE PAVING PER ENGINEER'S DRAWINGS 5 CURB FACE PER CIVIL ENGINEER'S DRAWINGS GUTTER PER CIVIL ENGINEER'S DRAWING BIKE LANE PER CIVIL ENGINEER'S DRAWINGS EXPANSION JOINT, SEE DETAIL A,THIS SHEET TREE GRATE AND PAVEMENT ENLARGEMENT SCALE: NOT TO SCALE (Cl NLM6 8El"'TEl"eEllt 2"'9 I A ENRICHED CONCRETE PAVING ,; , SECURE SITE r, DES I G N™ L.L.C. SCALE: NOT TO SCALE 0 CAST IN 1 3/4"x 1 3/4"x1/4" STEEL FRAME WITH 1/4" DIA. ANCHORS @ 45', 12" O.C. 0 6" CONCRETE BAND ALL AROUND WITH EXPANSION JOINT BETWEEN SURFACES. SAWCUTS IN BAND AT APPROXIMATE 30" O.C. AND EACH CORNER SECTION - NATURAL COLOR #3 REBAR CONTINUOUS 2" CLEAR, TYPICAL PEA GRAVEL APPROVED BACKFILL THOROUGHLY FINISH SURFACE TREE GRATE ' <.O 12" ' N r3/8" E TREE GRATE CURB SCALE: 1 /12" 1 '-0" 0 NI.II/IS, 8EPTEl"'EE~ 2CIC"il / ' All 0INEIISIONS IJIE IN INCHES • 4'-3/4" 4' -0" HOLES IJIE PRESENT ONLY WHEN G/1.VANIZE0 OPTION IS SPECIFIE0 F0RNE0 FRON 2-3/8' 0.0. SlllEDULE 40 STEEL PIPE (a VICTOR STANI.m; rNC.0ajJl]JaJ / ' TOLL FREE (USA I OOAIIA): I-B88-1/111-!'I (868-268-4726) 410-286-3375 : FAX 4!0-479-0175 P.O. BOX 307, LUIKIRK, 111211754 U.S.A. / ,___~5•~0=.D. __ ~ ..._ VIEIA \ INF0!SECURESITE0ESI6N.llli liW, SECIJRESITEDESI6N.llli , I I ' 5/B" 0.D. \ \ ' ' --J-.........__ See v;,. A ' / ..... ---..... --- 14-5/8' 9-7/8' \ \ I I I 3-3/4' DIA. IIILE SPACING / 39" BRCS-103 L _ _ _ _ _ _111!!!!!0 l[_VEL_ _ _ _ I CYCLE SENTRY 'SERIES BIKE RACK SHO\lN: STAlll/llD SURFACE NOIIIT F BIKE RACK SCALE: NOT TO SCALE These Record Drawings have been prepared based 01 information submitted. in port, by others. While this informa~ion is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions wh·ch may have been incorporated into these plans as a result. lllPYRIGHT 2011 SECURE SITE t!SIGN: l.l.C All RIG!TS RESERVED REV. 3/15/11 lllAllll R.J.C. 2010-323 3151 !ltWAY AVENUE, SUITE J-3 COSTA MESA, CALIFORNIA N "'l.J V I S U.S. A. 92 626-HH LANDSCAPE ARCHITECTURE F X : 7 1 l -7 5 4 • 7 3 4 6 AND PLANNING PH: lll.754.7311 V + + + 6" PA " ~'-, <-,I<-12" SQ PA 'V 'V _'v; I 'V '/ 'V .. . . . --~ ~= 'V V ,N 'V ' -~ , 'V ~ ,~ K) 'V V ..-- + V " v~ ~ * ~-' -c.o . I '•·;-9·-_·_---_.· __ ·_·_· ___ -_··. __ •• __ ·-/ I") .... ' ' . ~ °"' I'. / / ,, .----~----•_-••--_··_-. __ --_•-· "' Ir / ~ )-0 . .· .,_ ··. / .. ·--, • . / ·;o· .. ·· b<I 1K ·•. . . .• ·-, 14' '-,-0" CONTROL JOINT. SEE DETAIL A, THIS SHEET -12" O.C. EACH WAY ENRICHED CONCRETE PAVING. SEE DETAIL A, THIS SHEET FOR ADDITIONAL INFO TREE GRATE. SEE DETAIL D, THIS SHEET CONCRETE PAVING PER ENGINEER'S DRAWINGS CURB PER CIVIL ENGINEER'S DRAWINGS GUTTER PER CIVIL ENGINEER'S DRAWING BIKE LANE PER CIVIL ENGINEER'S DRAWINGS BIKE RACK, SEE DETAIL F, THIS SHEET EXPANSION JOINT, SEE DETAIL A THIS SHEET BIKE RACK AND C PAVEMENT ENLARGEMENT PLAN SCALE: 1/4" = 1'-0" C, "'l.lVl6 8EPTEl"l!IE!lit 7CIIP5 I VICTOR~ STANLEY• Create a timelm moment.• ' All 0mENSIONS ARE IN 111:NES ' P.O. 0RQER 330 -DUNKIRK, NO 20754 USA TOIL FREE: (800) 368-2573 (USA I CAAAO.\) TEL (301) 855-8300 -FAX (410) 257-7579 WEB SITE: IITTP: 1/ll'IYI. VICTOOST ANLEY. COM PATENT PENDilll 24-3/4' 21-7/8' AVAJl>lll OPTIONS: PClt!R C-0.ITING 10 STANLWI0 llll0RS, 2 0PTIC!Al NETIU.IC llll0RS, CUST0i COLORS (INCLIDING TIE RAL P.l!GE) LIL·20CA·F PEREN)JE llJPYRIGHT 2013 VICTOR STIILEY, INC.I All RllllTS RESERVED REV. ll/12/13111Mi R.G.0. 2013-1417 I' SQl!IJIE SOLID Sl!El LEGS CLEARI/ICE FOR 318' I/ICIIIR BOLTS SEAT HEllllT LILY BENCH I. SHOWN: STM'DARD 6-FOOT LENGTH @BENCH G SCALE: NOT TO SCALE !Nl!IIIAL l!IIE0 CR-OSS-NEMBERS OF I' x 1-1/2' TUBUI!! STEEL 72' 71" CENTER-TO-CENTER NOTES: I I LENGlllS STANOl!II 4' STANOl!II 6' (I.I SHIIII) 1. BENCH MODEL NO LIL-20CA -6' LONG W/ BACK & INTERMEDIATE ARM REST. AVAILABLE FROM VICTOR STANLEY, 800.368.2573 OR AN APPROVED EQUAL. 2. BENCH SHALL BE POWDERCOATED BRONZE 3. CONTRACTOR SHALL INSTALL PER MANUFACTURER'S DETAILS & SPECIFICATIONS -SURFACE MOUNTED W/ ONE(1) BOLT PER LEG. 4. BENCH SHALL RECEIVE HORIZONTAL STEEL SLAT SEATING. & 09/30/16 RECORD DRAWINGS D CANTERBURY® INTERNATIONAL CANTERBURY DESIGNS, INC. 5632 W. WASHINGTON BLVD. LOS ANGELES, CA 90016 1 (800) 935-7111 PHONE (323) 936-7111 FAX (323) 936-7115 www.canterburyinll.com r,c-c-,----c~=cc,-----,-,--,-~=~~~ ~,· SLOT OPENING '------~48·~sau=A="~' ____ ____,I ~1 6" 4' NOTES: BREAKOUT RINGS@ 17 112', 19112', 211JZ', 23 112' f PLAN & ELEVATION VIEWS 1. TREE GRATE SHALL BE CANTERBURY 4' SQ. SUNBURST, CAST IRON MODEL, WITH STEEL SUPPORT FRAME AVAILABLE FROM CANTERBURY DESIGN INC. 800.936. 7111 OR AN APPROVED EQUAL 2. GRATE SHALL BE BOLTED TO FRAME & FINISH SURFACE & INSTALLED PER MANUFACTURER'S SPECIFICATIONS 4' SQUARE 'SUNBURST TREE GRATE 114" SLOT OPENINGS-N.T.S. 382-093 @COPYRIGHT & DISTINCTIVE PRODUCT CONFIGURA.TION(S) OWNED BY CAITTERBURY PROTECTED BY COPYRIGHT -10/11/04 www.CADdetails.oom TREE GRATE SCALE: NOT TO SCALE (0),l,IVIS, 8El"'TEl"l!IElli! 2Nl'!I I ~ VICTOR STANJLlBY, Thl'C.® • All DIUENSIONS ARE IN IllllES. A&. I • 1tf a-a,• n.. ..w 'cs.,.. !11SZ- P,0. OOAIIER 330 -0IIIKIRK, 11120754 USA TOLL FREE: (8110) 368-2573 (USA & CAIIIDA) 1ll (301) 855-8300 -FAX 1410) 257-7579 WEB SITE: HTTP: //11\11.VICTOOSTIIILEY. Clll 1/4' X 2-1/2' ID!IZ0NTII. OOLI0 STEEL BAND 0 24-5/6" OEmED FRON NSOC-36 RECEPTACLE. IGX:-36 COVERED BY ONE OR MORE OF THE F0LLIMING PAllllTS SDC-36 1/4' X 2' HDRIZIIITAL SOI.IO STEEL B1111 3/81 X 1" VERTICAL SOLID STEEL BAHS 3 I 4' OOll!IIE l/lllllR BOLT HOLES STEELS!TES™ SERIES 38 llll.L0N SIOE-0000-0PENING LITTER RECEPTACLE !!TN Sit! ACCESS Slil!N: OPTIONAL SOLID CONVEX LIO !Ill I\IISE0 B1111 COPYRIGHT 2014 VICTOR STI/ILEY, INC.I AIL HIGHTl RESERVED REY. 8/211/14 0RAIII C.0.B. 1014-43 LEVELIIIJ FEET WilH A 3/6" □IAMEl!R Till~f!l!l:T U.S. 0445,982 S; 0450, 16! S: 0476,454 S; D476,455 S 36-GALLC!I CAPACITY Hllll DENSITY PLASTIC LINER (l!IGHT NOT 70 EXCEED 6 LBS.) SITS ON 3/B" 1 3" SUPPORT BARS 1. TRASH RECEPT AGLE, MODEL NO. SDC-36, AVAILABLE FROM VICTOR STANELY, 800.368.2573 OR AN APPROVED EQUAL. 2. RECEPTACLE SHALL BE POWDER GOA TED BRONZE 3. CONTRACTOR SHALL INSTALL PER MANUFACTURER'S DETAILS & SPECIFICATIONS -SURFACE MOUNTED ® TRASH RECEPTACLE H SCALE: NOT TO SCALE REVIEWED: ~ SENIOR CIVIL ENGINEER DESIGNED: DRAWN: T.M. T.G. NO. DATE DESCRIPTION Of REVISIONS APPROVED CHECKED: DATE: P.C. 09 30 16 SHEETL-11 OF ARCHONTOPHOENIX CUNNINGHAMIANA KING PALM 48" BOX GEIJERA PARVIFLORA AUSTRALIAN WILLOW 48" BOX AS SHOWN 20' BTF AFRICAN TULIP TREESPATHODEA CAMPANULATA 48" BOX AS SHOWN AGAVE ATTENUATA FOX TAIL AGAVEAA 5 GAL. SEDUM RUPESTRE 'ANGELINA'GOLDEN SEDUM 6" POTSSr SHRUBS TREES SYMBOL BOTANICAL NAME COMMON NAME SIZE AGAVE ATTENUATA 'VARIEGATA'VARIEGATED FOXTAIL AGAVE 5 GAL. AGAVE VICTORIAE-REGINAE QUEEN VICTORIA AGAVE 5 GAL. EUPHORBIA TIRUCALLI 'STICKS ON FIRE' STICKS ON FIRE 5 GAL. FESTUCA MAIREI ATLAS FESCUE 5 GAL. HESPERALOE PARVIFLORA RED YUCCA 5 GAL. MUHLENBERGIA RIGENS DEER GRASS 5 GAL. SALVIA LEUCANTHA 'MIDNIGHT'PURPLE MEXICAN SAGE 5 GAL. AV A E F H M S ARBUTUS 'MARINA' (STANDARD)MARINA STRAWBERRY TREE CALLISTEMON 'LITTLE JOHN'DWARF CALLISTEMON 5 GAL.CL LANTANA 'NEW GOLD'LANTANA 'NEW GOLD'5 GAL.L JUNIPER HORIZONTALIS 'WILTONII'CREEPING JUNIPER 5 GAL.J T-3 T-2 T-4 T-1 S-1 S-12 S-2 S-3 S-4 S-5 S-6 S-9 S-11 S-10 S-8 S-7 AS SHOWN SEE NOTE BELOW SEE NOTE BELOW TURF SODDED TURF: MEDALLION PLUS AVAILABLE FROM PACIFIC SOD (805) 986-8277, OR AN APPROVED EQUAL. FINAL TURF TYPE SHALL BE REVIEWED & APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION & PRIOR TO PURCHASE. SHRUB PLANTING TO MATCH ADJACENT LANDSCAPE 30 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6023-S NEWPORT BOULEVARD WIDENING C-4881 10 0 % S U B M I T T A L N O T F O R C O N S T R U C T I O N PLANT LIST, NOTES, & DETAILSRECORD DRAWINGS NOTES, I. ALL PLANTS Si-<ALL BE PLANTED AT EQUAL SPACING (TRIANOOLAR) UNLESS OTl-<EFi?WISE INDICATED ON PLANS. 2. AS APPROffilATE, CENTERLINE OF PLANTS Si-<ALL BE 1/2 OF EQUAL SPACING MINIMUM FFi?OM EDGE OF PLANTING AREA. 3. INFILL PLANTS AS F<EQUIRED TO MAINTAIN SPACING AT IRREGULAR EDGES. 4. FOR ADDITIONAL INFOFi?MATION REFER TO PLANTING NOTES AND SPECIFICATION&. CD TYPICAL PLANT SPACING VARIES - SEE PLANT LEGEND AND/OR PLANS <v EDGE OF PLANTING AREA EQUAL EQUAL A GROUNDCOVER SPACING 5CALE,NOT TO SCALE (Ot«M& AFFillL 1CJir.> I plt9rc1Z'l.dw9 NOTES: I. CROI.I.N OF ROOTBALL TO BE I" ABOVE FINl51-< GRADE. 2. FOR ADDITIONAL INFOFi?MATION REFER TO PLANTING NOTES AND SPECIFICATIONS. CD V2" DIAMETER W,-!ITE PVC, OR APPROVED EQUAL (V A SI-IALLOW 6ASIN 2" DEEP S,-!ALL 6E FORMED AROUND ROOT 6ALL BELOW FINISl-l GRADE. TREES PLANTED IN TURF AREAS SI-IALL NOT 1-lAVE 6ASINS. @ APPROPRIATE METAL OR PVC ANCI-IOR @ TURN6UCKLE, TYPICAL @ GUY WIRES TO 6E OF No. '9 GAUGE DURABLE ZINC COATED IRON, OR APPROVED EQUAL @ FINISl-l GRADE G) TREES INSTALLED WITI-IIN TURF AREAS SI-IALL 6E INSTALLED WITl-l 'AR60R-GARD', OR APPROVED EQUAL, AT BASE OF TRUNK ROOT BALL BACKFILL IN ACCORDANCE WITl-l PROJECT AC:iRICUL TURAL SUITA6ILITY SOILS REPORT 2-PL Y REINFORCED RUB6ER OR PLASTIC GARDEN 1-lOSE v2"-3/4" DIAMETER, OR APPROVED EQUAL, TO COVER WIRE AND PROTECT AGAINST GIRDLING OF TREE. NOTES: I. CROI.I.N OF ROOTBALL TO BE I12"-I" ABOVE FINISI-< GRADE. 2. FOR ADDITIONAL INFOFi?MATION REFER TO PLANTING NOTES AND SPECIFICATIONS. CD A SI-IALLOW 6ASIN 2" DEEP SI-IALL 6E FORMED AROUND ROOT6ALL 6ELOW FINISl-l GRADE <v FINISl-l GRADE @ 6ACKFILL IN ACCORDANCE WITI-< PROJECT AC:iRICUL TURAL 5UITA6ILITY SOILS REPORT @ ROOT6ALL 2 x DIAMETER OF ROOT BALL B SHRUB PLANTING 5CALE:NOT TO SCALE (C)t«JVl&A~L lH!o I pltshrlZll.dw9 0 () 9 <Xi, 0 ",; % G QC, ia ~ 00 O ' 0 00 'tilt, • 0 ' """"' ~1 1-lOSE TIE DETAIL 2x DIA. ROOT BALL NOTES: I. CFi?OI.I.N OF ROOTBALL TO BE I" ABOVE FINISI-< GRADE. 2. FOR ADDITIONAL INFOFi?MATION REFER TO PLANTING NOTES AND SPECIFICATIONS. CD 2"t, MINIMUM, X 112'' LODGE POLE STAKE 60Tl-l SIDES, OR 'TOMAI-IAIIK TREE STA6ILIZER SYSTEM' (8(1)12') 84!:>-3343, OR APPROVED EQUAL (V CINC,-1 TIE, AR60R TIE, OR APPROVED EQUAL @ A S,-!ALLOW 6ASIN 2" DEEP S,-!ALL 6E FORMED AROUND 6ALL 6ELOW FINISl-l GRADE. TREES PLANTED IN TURF AREAS SI-IAL L NOT 1-lAVE 6ASINS. @ FINISl-l GRADE le:\ TREES INSTALLED WITI-IIN TURF AREAS ~ SI-IALL 6E INSTALLED WITl-l 'AR60R-GARD' OR APPROVED EQUAL AT 6ASE OF TRUNK. f;:,\ 6ACKFILL IN ACCORDANCE WITl-l ~ PROJECT AGRICULTURAL SUIT A6IL ITY SOILS REPORT G) ROOT6ALL C TREE PLANTING SCALE,NOT TO SCALE NOTES: PREVAILINC:i WINDS 2 x DIAMETER ROOT6ALL (DOUBLE STAKE - 15 GAL. & 24" BOXl I. SAWCUT OR SCORE JOINTS • I~' O.C. MAX. 2. CONCRETE COLOR 4 FINISl-l TEXTURE SI-IALL BE NATURE COLOR WITl-l MEDIUM BROOM FINISl-l. 3. UNLESS OTI-IERWISE NOTED, NEW FINISl-l SURFACE SI-IALL BE FLUSl-l WITl-l ADJACENT EXISTING SURFACES. 4. FINISl-l GRADE, I" BELOW FINISl-l SURFACE ADJACENT FOR TURF AND 2" BELOW FOR GROUNDCOVER/SI-IRUB AREAS. !:>. FOR ADDITIONAL INFORMATION REFER TO CONSTRUCTION l GRADING NOTES. E>. PROJECT GEOTECI-INICAL REPORT OR RECOMMENDATIONS BY A STRUCTURAL ENGINEER SI-IALL TAKE PRECEDENCE FOR ALL SOIL CONDITIONS, MATERIALS, REINFORCEMENT, DIMENSIONS, AND SUB6ASE. 0 CONCRETE MOW STRIP SI-IALL RECEIVE 1/2" RADIUS ON EXPOSED EDGES. 0 14 REBAR, CONTINUOUS, 2" CLEAR, MINIMUM E," (UNLESS OTI-IERWISE NOTED) D MUL Tl-TRUNK SPECIMEN TREE GUYING 130" BOX OR LARGER! F CONCRETE MOWSTRIP 5CALE:NOT TO SCALE <ClN.IVI& MAY~, plUre,N.d.ug SCALE,NOT TO SCALE NOTES: I. CROI.I.N OF ROOTBALL TO BE 1" ABOVE FINISI-< GRADE. 2. PALMS INSTALLED IIJITHIN TUFi?F AF<EAS SHALL BE INSTALLED IIJITH 'ARBOR-GARD' OR AF'ffiOVED EQUAL AT BASE OF TF<IJNK. 0 3. DF<ENCI-< ROOTBALL IIJITI-< ARBORl5T APPROVED FUNGICIDE PRIOR TO TRANSPLANTING. 4. FOR ADDITIONAL INFOFi?MATION F<EFER TO PLANTING NOTES AND SPECIFICATIONS. CD FOUR (4) -4" DIA. VERTICAL PERFORATED PVC AERATION PIPE ALONC:iSIDE ROOTBALL, NOT UNDER -WRAP WITl-l FILTER FA6RIC OR FILL WITl-l 3/4" C.RAVEL. VENTILATED PIPE l" A60VE MULCl-l. (V JOIN TWO VERTICAL AERATION PIPES ACROSS BOTTOM OF PLANTINC:s 1-lOLE, ONE PAIR EACl-l NEAR OPPOSITE SIDES OF PLANTING 1-lOLE. @ RU66ER CAP TO 6E MISSION RU66ER CO. NO. 12'712'4-12'1!:>, OR APPROVED EQUAL @ A Si-<ALLOW 6ASIN 4" DEEP SI-IALL 6E FORMED AROUND 6ALL 6ELOW FINISl-l GRADE. TREES PLANTED IN TURF AREAS SI-IALL NOT 1-lAVE 6ASINS. @ ROOT 6ALL @ 112'12'% RIVER SAND G) '9!:>% COMPACTED SAND @ 12" AUC.ER TI-IROUGl-l CALICI-IE OR 1-lARD PAN, WI-IERE APPLICA6LE ® CALICI-IE OR 1-lARD PAN @ TO 6E TIED WITl-l ORC:.ANIC LINE PRIOR TO SI-IIPPINC:s ® FINISl-l GRADE PALM TREE PLANTING FROND TIE DETAIL SECTION FLAN VIEW J ___,, ~===1~1------tiit---. --.__ F'IPINC:i ENLA~EMENT 3151 AltWAY AVENUE, SUITE J-3 COSTA MESA, CALIFORNIA N "l.J V I S U.S. A. 92 626-HH LANDSCAPE ARCHITECTURE F X : 7 I l • 7 5 4 • 7 3 4 6 @NJVI& AP"'l'IL wee,/ pllgrc:IZll.dwg PLANT LIST 0 * 111 0 0 0 0 0 0 0 0 0 0 0 0 PLANTING PLAN NOTES I. CONTRACTOR SI-IALL PROVIDE ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY TO FURNISl-l AND INSTALL PLANT MATERIAL AS SI-IOWN ON Tl-IE DRAWINC:iS AND AS DESCRIBED IN Tl-IE SPECIFICATIONS. 2. UNLESS DESIGNATED ON Tl-IE DRAWINGS OTI-IERWISE, STRUCTURAL IMPROVEMENTS AND 1-lARDSCAPE SI-IALL BE INSTALLED PRIOR TO PLANTINC:i OPERATIONS. 3. ALL WORK ON Tl-IE IRRIGATION SYSTEM, INCLUDING 1-lYDROSTATIC, COVERAGE, AND OPERATIONAL TESTS AND Tl-IE BACKFILLING AND COMPACTION OF TRENCI-IES SI-IALL BE PERFORMED PRIOR TO PLANTING OPERATIONS. 4. PLANT LIST ON Tl-IE DRAWINGS SI-IALL BE USED AS A GUIDE ONLY. CONTRACTOR SI-IALL TAKEOFF AND VERIFY SIZES AND GlUANTITIES BY PLAN CI-IECK. !:>. SAMPLES OF FERTILIZERS. ORC:sANIC AMENDMENT, SOIL CONDITIONERS, AND SEED SI-IALL BE SUBMITTED PRIOR TO INCORPORATION. CONTRACTOR SI-IALL FURNISl-l TO Tl-IE CITY/Oll.NER'S AUTI-IORIZED REPRESENTATIVE A CERTIFICATE OF COMPLIANCE FOR SUCl-l FURNISI-IED MATERIALS. E>. LOCATIONS OF PLANT MATERIAL SI-IALL BE REVIEWED ON SITE 6Y Tl-IE CITY/OWNER'S AUTI-IORIZED REPRESENTATIVE PRIOR TO INSTALLATION. 7. AMENDMENTS, AS INDICATED IN Tl-IE SOILS REPORT SI-IOWN ON Tl-IE DRAWINGS, ARE BASED ON AC:iRICUL TURAL SUITABILITY SOILS TESTS PERFORMED PRIOR TO GRADING AND WERE PRESENTED FOR BIDDING PURPOSES. IF NO SOILS REPORT EXISTS, CONTRACTOR SI-IALL PROPOSE ON AMENDMENTS AS STATED IN Tl-IE SPECIFICATIONS. CLIENT OR CONTRACTOR SI-IALL OBTAIN AC:iRICUL TURAL SOILS TESTING AND RECOMMENDATIONS AFTER C.RADING OPERATIONS AND PRIOR TO PLANT INSTALLATION. 8. TREES SI-IALL BE PLANTED NO CLOSER TI-IAN TEN FEET (I~') FROM UTILITIES. '9. TREES PLANTED WITI-IIN FIVE FEET(!;,') OF 1-lARDSCAPE OR STRUCTURES SI-IALL BE INSTALLED WITl-l A ROOT BARRIER AS APPROVED BY Tl-IE CITY/OWNER'S AUTI-IORIZED REPRESENTATIVE. l~.IF, DURING PLANTINC:, OPERATIONS TI-IERE SEEMS TO BE MINIMAL OR NO PERCOLATION IN PLANTING PITS, CONTRACTOR SI-IALL CEASE PLANTING OPERATIONS AND IMMEDIATELY NOTIFY Tl-IE CITY/Oll.NER'S AUTI-IORIZED REPRESENTATIVE TO DISCUSS ALTERNATIVE TO MAINTAININC:, POSITIVE ROOTBALL DRAINAC.E MEASURES. II. AFRICAN TULIP TREE 4 AUSTRALIAN WILLOW AVAILABLE FROM AJJ ASSOCIATES/LANDSCAPE RESOURCES INC, '94~-'9!:>l-88!:>0 OR AN APPROVED EQUAL REVIEWED: ~ SENIOR CIVIL ENGINEER E 5CALE,NOT TO SCALE pltplm!Zll.dllg These Record Drawings have been prepared based 01 information submitted, in par\, by others. While this informa~ion is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions wh·ch may have been incorporated into these plans as a result. AND PLANNING PH: lll.754.7311 & 09/30/16 RECORD DRAWINGS DESIGNED: DRAWN: T.M. T.G. NO. DATE DESCRIPTION Of REVISIONS APPROVED CHECKED: DATE: P.C. 09 30 16 SHEETL-12 OF E3 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6023-S JUAN MARTIN DIAZ RCE 50813 DATE UNDER THE SUPERVISION OF: Plans Prepared by: www.jmdiaz.com (626) 820-1136 Fax (626) 820-1137 Tel City of Industry, CA 91748 18645 East Gale Avenue, Suite 212 Civil Highways Land Development Rail Structures Traffic Transit Transportation E1 NEWPORT NEWPORT 3 2 N D S T R E E T 32 N D S T R E E T 31 S T S T R E E T 3 0 T H S T R E E T FI N L E Y A V E N U E FI N L E Y A V E N U E SH O R T S T R E E T VIA L I D O BOULEVARD STREET LIGHTING GENERAL NOTES BOULEVARD CONSTRUCTION NOTES (THIS SHEET) VILLA 30 T H ST R E E T 30 T H ST R E E T WAY 31 S T ST R E E T MA T C H L I N E - S T A 1 3 + 4 9 . 1 0 SE E B O T T O M L E F T MA T C H L I N E - S T A 1 3 + 4 9 . 1 0 SE E A B O V E R I G H T RECORD DRAWINGS 1. ALL WORK NECESSARY FOR THE COMPLETION OF THIS CONTRACT SHALL BE DONE IN ACCORDANCE WITH TIHESE PROVISIONS; THE PROJECT PLANS, INCLUDING DETAIL SHEET; THE CITYS STANDARD SPECIAL PROVISIONS (LATEST EDITION), INCLUDING SUPPLEMENTS; STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LA TIEST EDITION), INCLUDING SUPPLEMENTS; AND CALTRANS STANDARD SPECIFICATIONS (LATIEST EDITION). 2. ALL ELECTRICAL WORK SHALL COMPLY WITH THE LA TIEST AMENDED EDITION OF THE NATIONAL ELECTRICAL CODE, ALL STATIE AND LOCAL CODES. 3. ALL CONDUITS, UNLESS OTHERWISE SHOWN, SHALL BE LOCATIED IN ACCORDANCE W1TH CITY STANDARD PLAN STID-101-L. CONDUITS SHALL BE INSTALLED BY BORING METHODS AS APPRO~D BY THE ENGINEER. 4. SPLICES SHALL BE MADE IN PULL BOXES BY MEANS OF END-TO-END CRIMP TYPE CONNECTORS PER STD-202-L, STD-203-L, AND T&B STA-KON C-TAP, 20-8 OR PRE-APPRO~D EQUAL, AS SHOWN ON DETAIL SHEET. MULTIPLE W1RE SPLICES SHALL CONFORM TO T&B MF SPECIFICATIONS. 5. CONDUIT ENDS SHALL BE SEALED WITH DUCTSEAL OR PRE-APPRO~D EQUAL. 6. PULL BOXES SHAUL BE NO. 3 1 /2 F (EISEL) UNLESS OTHERW1SE NOTIED. INSTALLATION OF PULL BOX AS REQUIRED PER STD-202-L AS SHOWN ON DETAIL SHEET. PULL BOXES SHALL BE INSTALLED NO MORE THAN 180' APART, AND BIDS SHALL INCORPORATIE THIS MINIMUM STANDARD. 7. EXISTING FOUNDATIONS TO BE REUSED SHALL HA~ ENTIRE GROUT CAP REMO~D. AND FOUNDATION CHIPPED OR CORE DRILLED FOR NEW 1" PVC CONDUIT FROM ADJACENT PULL BOX TO POLE BASE, BACKFILLED W/ CONCRETE CEMENT, NEW GROUT INSTALLED, AND SURFACE RESTORED TO MATCH ADJACENT AREA. 8. EXISTING SIGN(S) SHALL BE RELOCATIED FROM EXISTING STREET LIGHT STANDARDS TO NEW STREET LIGHT STANDARDS OR POSTS, UNLESS OTHERWISE NOTED, USING NEW CITY APPRO~D STAINLESS STIEEL BANDS AND COUPLINGS, AS DIRECTED BY THE ENGINEER. IF NECESSARY, TIEMPORARY STREET NAME SIGNS ARE TO BE INSTALLED BY THE CONTRACTOR. CONTRACTOR SHALL PROVIDE TIEMPORARY SIGNS AS DIRECTIED BY THE ENGINEER. 9. PROTECT EXISTING SURVEY MARKERS IN PLACE AS DIRECTIED BY THE ENGINEER. \ LEGEND 10. CONTRACTOR SHALL NOTIFY THE CITY ELECTRICIAN AT (949) 644-3011 AND CITY IRRIGATION AT (949) 644-3082 AT LEAST FORTY-EIGHT (48) HOURS IN ADVANCE OF ANY ELECTRICAL WORK AND PRIOR TO ANY REQUIRED INSPECTION. 11. W1HERE SIDEWALK REPAIR IS REQUIRED RESULTING FROM CONTRACTOR'S OPERATIONS FOR LIGHTING WORK INCLUDING UTILITY POTHOLING AND BORING PITS, THE ENTIRE PANEL (TO NEAREST JOINT) OF SIDEWALK SHALL BE REPLACED AND THE COST FOR SUCH WORK SHALL BE INCLUDED IN THE BID PRICES FOR LIGHTING WORK AND NO ADDITIONAL COMPENSATION W1LL BE ALLOWED THEREFOR. NO SIDEWALK PANEL REPLACEMENT SHALL BE SMALLER THAN 5 FEET WIDE. 12. ALL NECESSARY PAVING REPAIRS TO RESTORE SURFACES TO MATCH ADJACENT AREAS SHALL BE INCLUDED IN THE BID PRICES FOR LIGHTING WORK AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED THEREFOR. TRENCHES RESULTING IN PA~MENT W1DTH OF 5' OR LESS SHALL BE REMOVED TO EDGE OF GUTTIER OR PA~MENT JOINT. ALL TRENCH PATCHING SHALL BE ACCOMPLISHED WITHIN EACH STREET/SIDEWALK WITHIN 5 DAYS OF COMPLETION OF WORK WITHIN THAT STREET/SIDEWALK. TRENCHING SHALL ONLY BE ALLOWED IF APPRO~D BY THE ENGINEER. 13. ALL EXISTING SUBSTRUCTIURES SHOWN ON PLANS ARE BASED ON AVAILABLE RECORDS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT UNDERGROUND SERVICE ALERT FOR ACCURACY AND COMPLETIENESS OF ALL SUBSTRUCTIURES. 14. ALL NEW STREET LIGHT POLES SHAUL INCLUDE "BRASS" GLOBE HOLDER RINGS AND STAINLESS SET SCREWS, LIBERALLY COATIED WITH ANTI-SIEZE COMPOUND. 15. CIRCUIT "A" AND CIRCUIT "B" CONDUCTORS SHALL MATCH THE EXISTING CIRCUIT COLORS. 16. CONTRACTOR MAINTIENANCE OF CIRCUITS -UPON COMMENCEMENT OF WORK, CONTRACTOR SHALL MAINTAIN EXISTING CIRCUITS AND SHALL REPAIR/REPLACE ANY DAMAGED EQUIPMENT W1THIN 24 HOURS. INCLUDING THE REMOVAL AND REPLACEMENT OF CIRCUIT DISCONNECT. 17. CONTRACTOR SHALL SUBMIT AND COMPLY WITH A "SCHEDULE OF WORK" PLAN INDICATING THE WORK SCHEDULE AND LOCATIONS OF WORK FOR THE ENTIRE PROJECT. ANY REVISIONS TO TIHE SCHEDULE SHALL BE SUBMITTIED TO THE ENGINEER FOR APPROVAL 48 HOURS PRIOR TD COMMENCEMENT OF WORK. 18. ALL EXISTING POLES AND EQUIPMENT SHOWN ON PLANS FOR REUSE SHALL BE PROTIECTIED IN PLACE OR AS DIRECTED BY THE ENGINEER. 19. CONTRACTOR'S STAFF SHALL HAVE A VALID "CALIFORNIA ELECTRICIAN CERTIFICATION" IN POSSESSION AT ALL TIMES. 20. ALL EXISTING CURBS, LANDSCAPING AND IRRIGATION SHALL BE PROTIECTIED IN PLACE. ANY WORK W1HICH AFFECTS THESE ITIEMS SHALL BE REPLACED PER CITY REQUIREMENTS. 21. PRIOR TO COMMENCING ANY WORK, CONTRACTOR SHALL HA~ ALL MATIERIAL SUBMITTALS ACCEPTIED AND APPROVED BY THE ENGINEER. 22. PROTIECT ALL TREES IN PLACE PER CITY'S TREE PROTIECTION ZONE GUIDELINES, UNLESS OTIHERWISE NOTIED FOR TRIMMING OR REMOVING. 23. CONTRACTOR SHALL COMPLETIE NEW SERVICE INSTALLATIONS PRIOR TO COMMENCING OTHER ITIEMS OF WORK. 24. ALL CONDUIT NOT SHOWN FOR REUSE SHALL BE ABANDONED. 25. SEE SHEET E3 FOR DETAILS CALLED OUT ON THIS PLAN. a----n PROPOSED DUAL ARM TYPE II LIGHT STANDARD PER CNB STD-201-L WITH TWO 130W, 10,300 LUMEN 240V LED LUMINAIRES. 0-INSTALL NEW TYPE II (31'-3") STANDARD (AMERON CAT. NO. 6-B1-31-F8) AS SHOWN ON PLAN OR AS DIRECTIED BY THE ENGINEER. INSTALL NEW 8' DUAL MAST ARM (1-AP-8-DA) WITH NEW 130W, 10,300 LUMEN (#ERS2-3-HX-EX-5-40-4-GRAY), 240 VOLT LED LUMINAIRE. FURNISH AND INSTALL DOUBLE FUSE HOLDER WITH 5 AMP FUSES (TRON #HEX-M) IN ADJACENT PULL BOX AS PER DETAIL 'C'. INSTALL STANDARD ON NEW FOUNDATION PER DETAIL 'D'. INSTALL 1" PVC CONDUIT, V.,TH 2-/18 INSULATIED CONDUCTORS AND 1-/18 BARE CONDUCTOR FROM POLE BASE TO ADJACENT PULL BOX. l8f----o Ciiil EXISTING LIGHT STANDARD TO BE REMO~D. PROPOSED SAFETY LIGHTING ON TRAFFIC SIGNAL POLE. SEE TRAFFIC SIGNAL PLAN. EXISTING LIGHT STANDARD TO REMAIN. REMO~ AND INSTALL NEW SERY1CE CABINET PER CNB STD-206-L. CDORDINATIE WITH THE CITY'S DESIGNATED REPRESENTATI~ AND EDISON. EXISTING PULL BOX TO REMAIN. 0-INSTALL #3-1/2 F CONCRETE PULL BOX PER DETAIL 'B' AND DETAIL 'C'. LOCATION TO BE DETERMINED BY THE ENGINEER. RESTORE SURFACE (FULL PANELS) TO MATCH ADJACENT AREA AS INSTRUCTED BY THE CITY'S DESIGNATED REPRESENTATIVE. 0--REPLACE TYPE Ill-BF MYERS SERVICE CABINET PER DETAIL 'A'. PROVIDE 2 -20 AMP BREAKERS FOR THE REQUIRED CIRCUITS AS SHOWN ON PLAN AND CONNECT WIRING. LABEL CIRCUITS PER NEC. PROVIDE NEW TYPE V PHOTOELECTRIC CELL AND 60 AMP CONTACTOR. PHOTOCELL SHALL HAVE A SHIELD AND INSTALLED FACING AWAY FROM TRAFFIC. COORDINATE CONNECTION WITH SCE PLANNER. RESTORE SURFACE (FULL PANELS) TO MATCH ADJACENT AREA AS INSTRUCTED BY THE CITY'S DESIGNATED REPRESENTATIVE. @-INSTALL 1-1/4" PVC CONDUIT, WITH 2-#8 INSULATED CONDUCTORS AND 1-#8 BARE CONDUCTOR PER DETAIL 'E'. CONDUIT SHALL BE INSTALLED UNDER SIDEWALK, OR ROADWAY, OR AS DIRECTED BY THE CITY'S DESIGNATED REPRESENTATIVE. c: _i,,__ ©-INSTALL 1-1/4" PVC CONDUIT, WITH 4-#B INSULATED CONDUCTORS AND 1-#8 BARE CONDUCTOR PER DETAIL 'E'. CONDUIT SHALL BE INSTALLED UNDER SIDEWALK, OR ROADWAY, OR PS DIRECTED BY THE CITY'S DESIGNATED REPRESENTATIVE. ©-REMOVE EXISTING LIGHT STANDARD COMPLETE. REMOVE FOUNDATION AND ABANDON CONDUIT. COORDINATE WITH CITY TO DETERMINE CONDITION OF POLE TO BE SALVAGED. 0-INTERCEPT EXISTING CONDUIT WITH NEW #3-1 /2F PULL BOX. SPLICE NEW TO EXISTING CONDUCTORS. ©-CONNECT NEW CONDUIT TO EXISTING PULL BOX. SPLICE NEW TO EXISTING CONDUCTORS. ©-EXISTING LIGHTING CONDUIT AND CONDUCTORS TO REMAIN. ®-EXISTING SERVICE CABINET TO REMAIN. ®-CONNECT NEW AND EXISTING CONDUIT. REMOVE EXISTING CONDUCTORS AND INSTALL CONDUCTORS AS INDICATED. @-INSTALL 4-#8 INSULATED CONDUCTORS AND 1-#8 BARE CONDUCTOR IN EXISTING CONDUIT. CONDUIT ENDS SHALL BE RE-SEALED WITH DUCTSEAL OR EQUAL. REMOVE EXISTING WIRES PRIOR TO INSTALLING NEW CONDUCTORS. V ' v \ \ \ \ \ 4]=:-==-c="""'=,----=i~ .l~ r-- .,...z•--- GRAPHIC SCALE 40 2 o=--------'o 40=--------=,80 C 1 • .0 11 iii t'. 0 Q, ~ z § 0> C "' L 0> ::; L u ..., 0 "' . I= ID ~t:'. CD 0 ::, Q, V) i "z 0 0 "' 0 1 5 V) 0 z O "' "' ..., ,._ 0. 0 f-~ z "'" w - "' 0 ~'.:!-~-------------------------------------~,----------~------------------=-~-----,---------------------~---=-----------=--------------------------------~o ~ REVIEWED: "' o D PROPOSED PULL BOX. PROPOSED 1-1/4" PVC CONDUIT. EXISTING 1-1/4" PVC CONDUIT. Trs:A~ --:;2:~0--d r,--cr·i/n,T: '·eve Jsen r-i--e1nr<l J(>>fc 0-1 ir"'ci-·,nn~inr ;;..1:,rnittwJ in 1art, :iy :-i~her::. \11/rils t~i;; i"1for'nc1~in··· i:_::; beli2\1ed to :.ie ··2 ·:1blf., C:i-y er' ~~P.',\,'fY:rt l2:-1r;h j:; --c,t 'S:':p,:;"1Si'.")lf. "'or i~s cuurnr:y, '1c:,·· for c:r·:xs c.T DT1.s'.·;·,y·1;; 1Nhi'.+ n··c1y ·1c1v2 hew r:;:;r·porc:tf:c inL:i these plciw; c:::-: c: n=:;;1, t. AS-BUILT PLAN ::JMD PLANNING I ENGINEERING I MANAGEMENT STREET LIGHTING PLANS FOR ~ [ ~ NEWPORT BLVD WIDENING i~ ~ STREET LIGHTING PLAN ~ ,>; SENIOR CIVIL ENGINEER §a ':'! e----l--------+------------------------l----r::-:===---r===--+-------------------------,--------7...,~ DESIGNED; DRAWN: CD 0 w 09/30/16 RECORD DRAWING NO. DA TIE DESCRIPTION OF REVISIONS DP APPROVIED CHECKED: DP f-<0 "'' ~-----------< 0 O DATE: "-~ SI 08 26 15 SHEET OF ~;;;, ~--------------------------------------------------------------------~----------~-----------------~--~----~---------------------~---~-----~--~~-~-----------------------~--------~Z O E3 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6023-S JUAN MARTIN DIAZ RCE 50813 DATE UNDER THE SUPERVISION OF: Plans Prepared by: www.jmdiaz.com (626) 820-1136 Fax (626) 820-1137 Tel City of Industry, CA 91748 18645 East Gale Avenue, Suite 212 Civil Highways Land Development Rail Structures Traffic Transit Transportation E2 NEW P O R T B O U L E V A R D 32N D S T R E E T MA R C U S A V E N U E CONSTRUCTION NOTES (THIS SHEET) NOTES: RECORD DRAWINGS I I I # .';,/ c" I >~ _,,, < ·--- / LEGEND o-0 D -0- I I # I I p EX. HANDHOLE H4~1B I ,!J ;, 6 _: / / -,.,. ____ ------------. / .... .. ":·C,....._.\\ ,_ ------__ /..%;; _< • - ''"'<,v __ I I # I I # PROPOSED LITHONIA LIGHTING STANDARD (SSS-12-4C-DM19AS-DNAXD) WITH NEW LITHONIA LIGHTING D-SERIES SIZE 0, 400W, MODEL DSXO-LED-40C-700-40K-T3M-MVOLT -SPUMBA-DNAXD. EXISTING PARKING LOT LIGHT TO BE REMOVED. EXISTING SERVICE CABINET PER CNB STD-206-L. COORDINATE WITH THE CITY'S DESIGNATED REPRESENTATIVE AND EDISON. PROPOSED TRAFFIC SIGNAL SERVICE CABINET. SEE TRAFFIC SIGNAL PLAN. PROPOSED PULL BOX. PROPOSED 1-1/4" CONDUIT. PROPOSED PVC CONDUIT PER SCE SPECIFICATIONS. PROPOSED SERVICE POINT LOCATION TO BE DETERMINED BY SCE -hc,0,e Recore nrcwi·,c01 h:1ve beer prep-ed lnssd or iniorncdi:,1 ,01111: nt:ec, ·, pw:, l:y d·ers,. ·r~orrrcti::::1 is be ievec ~o be lrelicb e, City of l\e-..,.ip,y~ Eeocr ·s not resporsiC e f,y its JCCIJ'CC'y', errors w c11issicns w1·ch mcy hcvc been i1COT•oratcd ·n~c ~hcsc plc;1s JS o ;csul~. \'.'h. e thi:' r er -'01r AS-BUILT PLAN SEE SHEET E-1 FOR GENERAL NOTES. SEE SHEET E-3 FOR DETAILS CALLED OUT ON THIS PLAN. ----- I I I I I '"---1-1--__ j_ \ \ \ \ \ I --- I I \ \ \ \ \ \ \ \ \ 0-INSTALL NEW (12') STANDARD (LITHONIA LIGHTING CAT. NO. SSS-12-4C-DM19AS-DNA) AS SHOWN ON PLAN OR AS DIRECTED BY THE ENGINEER. INSTALL NEW D-SERIES SIZE 0, 91W (#DSXO-LED-40C-700-40K-T3M-MVOLT-SPUMBA-SNAXD), LED LUMINAIRE. FURNISH AND INSTALL DOUBLE FUSE HOLDER WITH 5 AMP FUSES (TRON #HEX-AA) IN ADJACENT PULL BOX AS PER DETAIL 'C'. INSTALL STANDARD ON NEW FOUNDATION PER DETAIL 'F'. REMOVE EXISTING FOUNDATION. INSTALL #3-1/2 F CONCRETE PULL BOX PER DETAIL 'B' AND DETAIL 'c'. LOCATION TO BE DETERMINED BY THE CITY'S DESIGNATED REPRESENTATIVE. 0-INSTALL #3-1/2 F CONCRETE PULL BOX PER DETAIL 'B' AND DETAIL 'C'. LOCATION TO BE DETERMINED BY THE ENGINEER. RESTORE SURFACE (FULL PANELS) TO MATCH ADJACENT AREA AS INSTRUCTED BY THE CITY'S DESIGNATED REPRESENTATIVE. 'v--.../" 0-EXISTING TIDAL VALVE SERVICE CABINET TO REMAIN. TEMPORARY POWER TO THE TIDAL VALVE SHALL BE PROVIDED AT ALL TIMES BY THE CONTRACTOR VIA GENERATOR (GENERAC MOBILE LITE GENERATOR OR APPROVED EQUAL). COORDINATE WITH THE CITY'S DESIGNATED REPRESENTATIVE AND SCE. ©-NEW MODIFIED TYPE II SERVICE CABINET, SEE TRAFFIC SIGNAL PLANS. ©-INSTALL 1-1/4" PVC CONDUIT, WITH 2-#8 INSULATED CONDUCTORS AND 1-#8 BARE CONDUCTOR. CONDUIT SHALL BE INSTALLED AS DIRECTED BY THE ENGINEER. ©-INSTALL 3" CONDUIT AND HANDHOLE PER SCE SPECIFICATIONS. COORDINATE WITH SCE. 0-REMOVE AND SALVAGE EXISTING PARKING LOT LIGHT STANDARD COMPLETE. REMOVE AND DISPOSE FOUNDATION. ABANDON CONDUIT. \ \ \ \ \ \ \ ,,., ~ // \ , \ \ ,,,_ \ --: ; EE SHEET El ~;~"/: -////// \( / ,,,. , \ ,/ /<>',., • ,\/,,;,/ / ({.)./"/ "' / (, ✓:?\\ ' -'(:;, / <"~ / GRAPHIC SCALE 10 5 0 10 20 -----, 1 "=1 O' C 1 • -" 11 iii t'. 0 Q. ~ z § 0> C "' L 0> ::; L u ..., 0 "" . I= ID ~t:'. CD 0 ::, Q. V) i "z 0 0 "' 0 1 5 V) 0 z O "" " ..., r-- 0. 0 f-~ z ... w - "' 0 ~'.:!-~----------~-----------------------~-----~------------------------~----~------------~-------------------------------------lo ~ REVIEWED: "' o STREET LIGHTING PLANS FOR ~ [ ~ NEWPORT BLVD WIDENING i~ vi? 09/30/16 RECORD DRAWING ~~~~R ~~t~~GfJ;;i PARKING LOT LIGHTING PLAN ; ~ ~~~~~----~------------------------~----~===~-~=~=---+---------------------------~------------1...,~ "\fl 12/16/15 ADDENDUM 1 DESIGNED: DRAWN: CD : ~ ~ DP ~~ f------------i O o DATIE DESCRIPTION OF REVISIONS APPROVED CHECKED: DATE: SHEET OF ~ ~ ::JMD PLANNING I ENGINEERING I MANAGEMENT NO. SI 08 26 15 w "' ~------------------------------------------------------------------------------~----------~---------------------~-~~----~------------------------~----~-----~~--~~-~---------------------------~--------~Z O NOTES: BASE DETAILELEVATION LEVELING DETAIL E3 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6023-S JUAN MARTIN DIAZ RCE 50813 DATE UNDER THE SUPERVISION OF: Plans Prepared by: www.jmdiaz.com (626) 820-1136 Fax (626) 820-1137 Tel City of Industry, CA 91748 18645 East Gale Avenue, Suite 212 Civil Highways Land Development Rail Structures Traffic Transit Transportation E3 NOTES 1. CITY'S DESIGNATED REPRESENTATIVE SHALL DETERMINE THE EXACT LOCATION OF THE CONDUIT. 2. CONTRACTOR SHALL ADJUST CONDUIT ALIGNMENT TO AVOID UTILITY CONFLICTS. RECORD DRAWINGS 5" ~IN LINE LOAD EXACT LOCATION PER CITY REPRESEN TATIVE NOTES: 1. ALL ANCHORI NG HARDWARE, MOUNTS, NU TS, BOLTS AN D BA.SE SHALL BE STAINLESS STEEL 2. PROVIDE 3 FT. CLEARANCE AROUND CABINET ON ALL SIDES, UNLESS OTHERl'llSE NOTED. 3. METER SHALL FACE STREET. 4. BREAKER CAPACITY SHALL BE SIZED TO ACCOMMODATE a RCUIT LOAD. 5. ALL METER CABINETS SHALL NOT BE INSTALLED IN DRIVEWAYS, RAMPS OR BElWEEN lHE B.C.R. & E.C.R. CABINET DOOR TO FACE: STREET 3" min. SIDEWALK 1 1 SEE DETAIL 'B' n n LEVEL FOR PULL BOX 7cyaa,_;;;, :;:,::;,_.:;=,.:~=::. _;f.>. __ ::='.:'t;:[,c_::_sr-=-~:'.:·J;'+Jt=Jrr:::~~=l·~; ~~~~~·.:c.:~·-·~~:~-;_,'f5==-::!:.~;)J SPECIFICATIONS PARKWAY P.C.C. CURB AND GUTTER CONDUIT &: GROUND ROD LOCATION PER MANUFACTURES SPECIFlCA Tl ONS 24" SIDE VIEW NOT TO SCALE METER READING PLATE 20¼" I 2" PVC CONDUIT \_26)'4°' X 24~ )( 12" lHK. P.C.C. PAD f C1RCUI AS REQUIRED TO SCE~ 2 .. PVC CABINET SEE DETAIL '8'. FOR PULL BOX SPECIFICATIONS TOP VIEW NOT10SCALE MYERS CABINET MODEL NO. MEUG20X-M100 C/SS WITH WINDOW AND METER SOCKET (STAINLESS STEEL) 1 PHASE 3 WIRE 120-240 VOLT 100 AIAP MAIN CIRCUIT BREAKER AND SPACE FOR SIX 2 POLE CIRCUIT BREAKERS INSTALLED PER MANUFACTURER'S SPEaFICATIONS. PHOTOCELL SOCKET + WINDOW WITH BYPASS SWITCH. ADDRESS: 2" HIGH, BLACK VINYL SELF-STICK NUMBERS/LETTERS 3" (n'P) 26'4" FRONT x 24" SIDE -FlNISH ~L SURFACE -...::==::P~-_,_~~-_:1r. _T{::-:_4!;'1 _If~,-:_: 4--_::-. c ... ': .. :-,1_ --- . I r .• I· I • ½" BOLTS SUPPLIED WITH BASE 2" CONDUIT TO LOAD-SIDE PULL BOX . ·-. 26¼" FRONTVIEW NOT TO SCALE LINE-SIDE CONDUIT fROM EDISON VA.ULT PER SCE SPEC. (4) )!" X 6" ANCH OR BOLTS WITH 1"" HOOK BASE DETAIL NOTTO SCALE SINGLE-METER CABINET MOUNTING DETAIL 'A' VARIES MEDIAN ISLAND PROP CURB PROP CURB 3" (TYP) TYPICAL SECTION FOR LIGHTING CONDUIT DETAIL , E' CONDUCTORS TO EXTEND A MIN . OF 24" ABOVE FINISHED SURFACE CITY PU LLBOX ¾~ CRUSHED BASE INSTALL (2) PER BOX 2 ¼• x 4" x 8" COMMON RED BRICK. 1¼"111 PVC SCHEDULE 40 CONDUIT EISEL ENTERPRISES NO. 3-½_ r PULL BOX OR PRE-APROVED EQUAL h.llARKED "STREET LIGHT HIGH VOLTAGE" NOTE, AT SERV1CE CABINET LOCATIONS OR IF 5 OR MORE CONDUITS TERMINATE IN BOX USE EISEL ENTERPRISES, NO. 5 F. 1¼" • PVC CONDUIT 5'-0" MAX. 1¼" 111 PVC CONDUIT WITH 3 WlRES AS PER PLAN, AND BELOW SECTION A -A 1JiM !ti PVC CONDUIT 'MTH .3 WlRES AS DETAILED, BELOW FUSE HOLDER AS PER CNB DETAIL 'c' 5' MAX. TO Cl b I "' BACK OF CURB OF STREET UGHT NOTES: TYPICAL PULL BOX REQUIRED AT EACH LIGHT STANDARD 1. ALL CONDUIT SHALL BE 1¼" DIA. P.V.C., SCHEDULE 40, UNLESS SPECIFIED OTHERWISE, PER PLAN. 2. SEE DETAIL 'C' FOR FUSE HOLDER &. WIRING DETAILS. ::5. AFTER CONDUCTORS ARE INSTALLED. ALL CONDUIT ENOS SHALL BE SEALED WITH DUCT SEAL OR PRE-APPROVED EQUAL 4. NO CONDUIT RUN SHALL BE GREATER THAN 180' BETWEEN PULL BOXES. 5. PUL.l.. BOXES SHALL NOT BE INSTALLED IN DRIVEWAYS, RAMPS OR BETWEEN THE B.C.R. & E.C.R. PULL BOX DETAIL 'B' LITHONIA LIGHTING D-SERIES SIZE 0 MODEL DSXO-LED-40C-700-40K- T3M-MVOL T-SPUMBA-DNAXD --1,c -- LITHONIA LIGHTING STANDARD~ ---i MODEL SSS-12-4C-DM19AS-DNAXD '-.. GALVANIZED ANCHOR BOLTS ¾"x20"x4" (OR PER MANUFACTURER) FINISHED GRADE REINFORCED CONCRElE BASE PER CAL lRANS SID PLAN ES-SA, ES-7N 11 Ill 1" PVC CONDUIT 1111 TAMPER-PROOF HANDHOLE BOLT COVER PULL BOX PER DETAIL 'B' 1111 1111 ~~ 1/-SHHI 1111 -::. CIRCUIT CONDUIT PER PLAN 1/'t~ PVC SCHEDULE 40 CONDUIT ;,, in PARKING LOT LIGHTING STANDARD DETAIL 'F' STREET LIGHT OR BOU.ARD CIRCUIT SPLICES SERIES (5KV) (OVERLAP APPLIES TO EACH END OF SPLICE) (NOT TO SCALE) THOMAS & BETTS #2D-8 CONNECTOR {USE APPROVED CRIMPING TOOL) 1" min. 1'' min. lfB AWG, SOLID COPPER, 5000 VOLT STREET LIGHTING CABLE 3M/SCOTCH BR AND #23 RUBBER TAPE, TO OVERLAP MIN. 1" & FlLL DIAM ETER 3M/SCOTCH BR AND lf33 'v1N'l'L TAPE, TO 0\1£RL.AP 1" (MIN. 3 WRAPS) 120/240V CIRCUIT SPLICES 3M/SCOTCH BRAND SCOTCHKOTE SEALANT OVERALL J;" J;" /18 AWG ~RE (TYP.) GENERAL NOTES: THOMAS & BETTS 20-8 CONNECTOR •SEE DIMENSION, LEFT 3M/SCOTCH BRAND #23 RUBBER 3M/SCOTCH BRAND fil33 VINYL (f.o!IN. 3 'MIAPS) 3M/SCOTCH BRAND SCOTCHKOTE SEALANT THOMAS & BETTS 600V C-TAP, SERIES 547XX, AS REQUIRED. USE APPROVED T&B TOOL, PER MANUFACTUR ER *SEE DIMENSION , LEFT 1. ALL PHASE CONDUCTORS SHALL BE STRANDED COPPER. THVvN, IDENTIFIED BY A CONTINUOUS. DISTINCT, COLOR-CODED INSULATION. 2. CIRCUIT PAIRS FOR 240V CONDUCTORS SHALL BE OF TWO DISTINCT COLORS. CONTINUOUSLY TRACEABLE FROM LUMINAIRE TO CIRCUIT BREAKER. 3. WITH THE EXCEPTION OF' THE FIRST. 2" DIAMETER CONDUI T FROM THE SERVICE CABINET TO THE FIRST ADJACENT PULLBOX, NO CONDUCTOR INSULATION-COLOR SHALL BE DUPLICATED IN ANY CONDUIT RUN. WlRES OF DIFFERENT AWG SIZES MAY REPEAT COLORS IN 11-lE SAME CONDUIT RUN. +. CIRCUIT GROUNDS SHALL BE #8 AWG BARE. SOLID COPPER, SPLICED USING n--tOMAS &: BETTS 'C-TAP'S AS SHO'nt.1, ABOVE. GROUND CONDUCTORS TO LUMINAIRES MAY BE REDUCED AS PER SPECIFICATION ON DETAIL 'c' BELOW 5. GRAY (277V), WHITE, OR WHITE WITH COLOR-STRIPED INSULATION SHALL BE USED ONLY FOR THE NEUTRAL. OR GROUNDED-CONDUCTOR. r::2);"-3" --7--r-r7~r7 h ~.,. ........ // Pr / .,.' ,' // / ICAL 7 -...,/_.,,:.-L....L. RS EQUAL 3 LAYERS OF 3M ELECTR TAPE NO. 23 OVER 3 LAYE OF 3M TAPE NO. 33 OR (TYPICAL), RUBBER BOOT ACCEPTABLE, COAT WITH SCOTCHKOTE SEALANT. NOT □ f.- LOAD • ' f.- □ =s AMP GLASS UNLESS SPECIFIED 0TH F\JSE. ERWISE. □ FUSE HOLDER IN PULLBDX TRON #HEX-AA 00 EQUAL TYPICAL FUSE HOLDER LUMINAIRE & LOAD-SIDE OF FUSE HOLDER COPPER CONDUCTOR SIZING STANDARD PHASE CONQIJCJOR GROUND CONDUCTOR* STD-200-L #1 0 TI-lWN STRANDED #12 lHWN, SOLID OR STRANDED STD-201-L lf12 lHWN STRANDED #12 lHWN. SOLID OR STRANDED STD-202-L-A j!12 lHJMII STRANDED f12 n--tWN, SOLID OR STRANDED STD-202-L-8 fl 2 THWN STRANDED 612 TH~. SOLID OR STRANDED *NOTE: STD-203-L ifl O TI-lWN STRANDED 112 lHWN, SOLID OR STRANDED TERMINATE GROUND CONDUCTOR IN FIXTURE USING APPROPRIATE THOt\lAS & BETTS 1STA-KON' BRAND, SERIES 'c10', NON-INSULATED FORK TERMINAL. CIRCUIT SPLICING, FUSEHOLDER & WIRING DETAIL 'C' BRACKET ARM ···• . ... · . . . . -~. • 240 V, H.P.S. CUTOFF LUMINAIRE (FOR 70, 100, 150, 200 OR 250 WA TT LAMP) WllH ENCLOSED REGULA TOR TYPE BALLAST PHOTO ELECTRIC CELL RECEPTACLE, CHARCOAL FILTERED OPTICAL ASSEMBLY, AND TYPE Ill DISTRIBUTION. G.E. M250 A2 REMOVABLE P0\1£R MODULE DOOR LUMINAIRE CUT OFF OPTICS OR PRE-APPROVED EQUAL. AMERON CONCRETE POLE MIX J7 OR APPROVED EQUAL AMERON CAT. NO. 6-C1-23-FB 6-C1-28-FB BRACKET ARM ALUMINUM 8' 8' MOUNTING HEIGHT 1. BRACKET ARM, MOUNTING AND POLE HEIGHTS TO BE SHOWN ON PLANS. POLE HEIGHT 26'-3" J1'-J" 2. 3'-0" DIA. CIRCULAR FOUNDATION MAY BE USED IN PLACE OF 2'-6" SQ. FOUNDATION. 3. ALL BASES SHALL BE POURED TO 4" BELOW SIDEWALK GRADE. 4. lHE AREA AROUND ALL STANDARDS SHALL BE FORMED AND POURED WllH GROUT TO EXTEND 6" ON EACH SIDE AND BACK OF STANDARD AND FROM BACK OF CURB TO FRONT OF STANDARD. GROUT SHALL BE POURED FROM TOP OF BASE TO SIDEWALK GRADE. GROUT SHALL CONSIST OF 2 PARTS SAND AND 1 PART CEMENT. 5. EA.a-I POLE SHALL HAVE A PULL BOX. SEE DETAIL 'B' 6. FUSE HOLDER IN ADJACENT PULL BOX, SEE DETAIL 'C' 7. ALL 11-lREADED CONNECTIONS SHALL HAVE PRE-APPROVED ANTI-SEIZE COMPOUND. 8. SEE POLE LEVELING DETAIL TO THE RIGHT. 9. FOR POLE 'MRING , SEE DETAIL 'c' SET BACK PER PLAN P. ADA REQUIREMENTS GALV. STEEL NUT-----1 GALV. STEEL WASHERS GAL V. STEEL NUT POLE LUG ,,--,---DOOR OPENING FACES STREET ANCHOR BOLT INSTALL ANTI-SEIZE COMPOUND TO THREADS • .. -'L-..,-- •4 ! . -_,• ....... : • 1" x J6" x 4" GALVANIZED ANCHOR BOLT IMTH GALVANIZED NUT AND (2) WASHERS. EXTEND 3-½_• ABOVE TOP OF FOUNDATION. 0, • DOOR OPENING FACES STREET • ·• 4. SQ. LIGHTING STANDARD DETAIL 'D' I ~ese Reccrc Jravv·ngs r'c\.:e :::iee~ ::,repa.--ed bosed c~ intorrJt·o~ s~bT·t-:::ed, ·n par-::, :i:-,1 c)J·c:::r:'3. \/h·e ,1·:.; i"r:.1rrr1'.J,ior· i:.; 'Je·eved l.c• be rsiul: e ,~ <..:-1 l'ie'N:Jurl. :=leuch ·:,; rio, 'e~:.'.()'"'.:fr_:.le C·r "L::; 'JCCU''..lC)i, '10' "or er"C.Jr'.::; or '..m1i:::::;ior1'::: \'if1"ch rvH.l/ h.1ve becr1 ir1ccxr.:o':J ed ir+o thc'.c;c p cr~s cLc; CJ --:;:=: . .1lt. AS-BUILT PLAN C 1 • ,, 11 iii t'. 0 a. ~ z § a> C ., L a> ::; L u _, 0 "' . I= ID ~t:'. CD O ::, a. V) i "z 0 0 "' 0 1 5 V) 0 z O "' " _, ,._ a. 0 f-~ z "" w - "' 0 ~'.:!-~--------------------------------------------------~---------------------------~-----------~-------~------------~--~----~-------------------------~---~------------~-------------------------------------~o ~ REVIEWED: "' o STREET LIGHTING PLANS FOR ~ [ ~ NEWPORT BLVD WIDENING i~ ~ DETAIL PLAN ~'° SENIOR CIVIL ENGINEER §a ':'! ~-~~----~------------------------~----~===~-~=~=---+---------------------------~---------t...,~ 09/30/16 RECORD DRAWING DESIGNED: DRAWN: CD : ~ DP ~~ f------------0 O NO. DA1E DESCRIPTION OF REVISIONS APPROVED CHECKED: DATE: SHEET OF ~ ~ ._ _____________________________________________________________________ ._ ________________________________ ..._ ___________________________ ...,. _________ ..... s_1..,. __ o_s.,.2_6_1_s ___________________________________ ~~~ ::JMD PLANNING I ENGINEERING I MANAGEMENT w