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HomeMy WebLinkAboutB_5271_SC-7901-1 "' ~ c:, CITY OF COSTA MESA JOHN WAYNE .> AIRPORT '.r ~ VICINITY MAP NOT TO SCALE SYMBOL ABBREVIATIONS (IN ADDITION TO GREENBOOK SECTION 1-3.2) -0-POWER POLE AB AGGREGATE BASE ARV AIR RELIEF VAL VE @ SEWER CLEANOU T ACP ASBESTOS CEMENT PIPE @ SEWER MANHOLE AC ASPHALT CONCRETE BC BEGIN CURVE © STORM DRAIN MANHOLE BCR BEGIN CURVE REnJRN BVC BEGIN VERTICAL CURVE tO:I FIRE HYDRANT BLK BLOCK CATV CABLE TV 1111 WATER METER Cl CAST IRON STIREET LIGHT PULL BOX <t. CENTERLINE llllJ CNB CITY OF NEWPORT BEACH lllll TIRAFFIC SIGNAL PULL BOX CL CLASS CLR CLEAR ~ STIREET LIGHT C&G CURB AND GUTTER E EAST /ELECTIRIC 0 WATER VALVE EC END CURVE c-GUY WIRE ECR END CURVE REnJRN EVC END VERTICAL CURVE 4 SURVEY MONUMENT EXIST EXISTING FLG FLANGE p SIGN FE FLANGED END FL FLOW LINE ~ VAULT VENT FM FORCE MAIN e G GAS TREE GV GATE VALVE llill IRRIGATION CONTIROL VALVE GB GRADE BREAK GE GROOVED END 11!1 CABLE TV PULL BOX IP&T IRON PIPE AND TAG LT LEFT -' CORING LOCATION MAX MAXIMUM (E) MJ MECHANICAL JOINT ELECTIRICAL MANHOLE MIN MINIMUM II] ELECTIRICAL PULL BOX NG NA nJRAL GROUND N NORTH bUl'.«tti BUILDING NTS NOT TO SCALE NO NUMBER ----EXISTING CONSTIRUCTION OG ORIGINAL GROUND PE PLAIN END -----PROPERTY LINE PROP PROPOSED NEW CONSTRUCTION PB PULL BOX RCP REINFORCED CONCRETE PIPE ---~---CENTERLINE RET RETAINING RT RIGHT ----S----SEWER LINE SCH SCHEDULE s SEWER -----w-----WATER LINE sco SEWER CLEANOUT ---G---SMH SEWER MANHOLE GAS LINE SHT SHEET --E--ELECTIRICAL LINE SW SIDEWALK s SOUTH --T--TELEPHONE LINE SCE SOUTHERN CALIFORNIA EDISON SQ SQUARE -CATV-CABLEvlSION LINE STL STEEL --SP --T TELEPHONE SPRINKLER SYSTEM w WEST/WATER -x-x-x-FENCE W/ WITH BLOCK WALL PUBLIC WORKS DEPARTMENT LEGEND I I NEW AC PAVEMENT r~· · .•.· .1 NEW PCC PAVEMENT ~ PAVEMENT SLURRY AND RESTIRIPING EMERGENCY TELEPHONE NUMBERS SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY SBC/AT&T TELEPHONE COMPANY CITY OF NEWPORT BEACH UTILITIES DEPARTMENT ORANGE COUNTY SANITATION DISTIRICT ADELPHIA COX COMMUNICATIONS UNDERGROUND SERvlCE ALERT DAY 800) 624-8153 800l 611-1911 800 321-2000 949 644-3011 714) 962-2411 (714) 542-6222 (800) 234-3993 (800) 422-4133 NEWPORT BEACH POLICE STATION PARKING LOT MAINTENANCE PLAN NIGHT ~ 800) 624-8153 800) 611-1911 800) 321 -2000 (949) 644-3717 (714l 962-2411 (714 542-6222 (800) 234-3993 (800) 422-4133 DA TIE: DA TIE: ., DEPUTY PWD/CITY ENGINEER GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION", 2015 EDITION AND SUPPLEMENTS TO DA TE, EXCEPT AS OTHERWISE STA TED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCT/ON. 3. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS, UNLESS NOTED OTHERWISE. 4. P.C.C. SHALL BE CLASS 560-C-3250 UNLESS NOTED OTHERWISE. 5. CONTRACTOR SHALL ADJUST CITY UTILITIES (e.g. WATER VAULTS, WATER VALVES, SCO, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE PER CITY STANDARDS. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS. 6. PROPOSED PAVEMEN T AND CURB AND GUTTER SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS UNLESS NOTED OTHERWISE. 7. ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO TH E ATTENTION OF THE ENGINEER. FAILURE TO DO SO WILL PLACE RESPONSIBILITY ON THE CONTRAC TOR FOR CORRECTION. 8. ANY WORK NOT IND/CA TED ON THE DRAWINGS BUT CALLED FOR IN TH£ SPECIF/CATIONS, OR VICE-VERSA, SHALL 8£ FURNISHED AND PERFORMED AS THOUGH SPECIF/CALLY IND/CA TED AND CALLED FOR IN BOTH. ANY WORK NOT INSTALLED ACCORDING TO DRAWINGS AND SPECIF/CATIONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. SHEET INDEX PARKING LOT MAINTENANCE PLAN= SHEE;T 1 2 3 4 5 6 7 8 9 DESCRIPTION TITLE SHEET CONSTRUCTION NOTES AND DETAILS CONSTRUCTION SECTIONS DEMOLITION PLAN FRONT IMPROVEMENT PLAN REAR IMPROVEMENT PLAN RETAINING WALL PLAN STRIPING PLAN EROSION CONTROL PLAN RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions v...tlich may have been incorporated into these plans as a result 08-13-24 ·;t---~-----------------.-B-A_S_I_S_O_F_B_E_A_R_I_N_G_S_: ____________________ ---,-----------------------------~----------,-A-PP_R_OV-AL-R-EC-0-MM~E=ND~ED~,~'.-------~-------------------------, -TITLE SHEET U BASIS OF BEARING PER PM 55/31 BETWEEN POINTS 2 AND 8 AT CENTERLINE • 2 CALL TOLL FREE ALONG sANTA BARBARA DRIVE BEING N 4s•29•29• w DMc ENGINEERING NEWPORT BEACH POLICE STATION I CIV IL ■ SURVEYING ■ PLANNING ■ CONSTRUCTION c!; 1-800-2 27-2600 Tel (949)753-9393 ♦Fax:(949)753 9322 JOSEPH L CARTWRIGHT PARKING LOT MAINTENANCE PLAN S, BEFORE YOU DIG BENCHMARK: 18Technology Drive,SuitelOO,lrvine,California9261 8 POLICE CHIEF E M ·1 d @dm d NEv.l'ORT BEACH POLICE ll£PT. ~ ASSUMED ELEVATION 100.00 ON POINT 8 AT TOP OF WELL MONUMENT RIM. -at: me ceng.com•www.mceng.com CITY OF NEWPORT BEACH B-5271-S , DATE: ______ _ ..--PUBLIC WORKS DEPARTMENT SHEET 1 OF 9 -'-j ~---------------------'--------------------------------------'-------------------------------------_J_ _________ _J_ _________ j__ ________ _J_ ____________________ _j_ ______ __J B-5271-S 9 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 3/8" LIP 21" 1 1 / 2 " 42" 3/8" LIP ℄ #3(TYP.) 2" CLR (TYP) 1% MIN.1% MIN. 3" ( T Y P ) 6" -0 a9 NOTES; a-,~· F<S COM~Llil'S 'TREHS .•ND l5' ror. SRTm.•.L ;r;cc, UNESS CTI-CS,,1,;,: ,PECH). CON81UE SH>CL ~E 5/;·J-C-.l.250 L/INY,>;,n r•.~K·•~> ·01,t, >TSECI TRE[> RCQU,liEl \\HEN Dl~T"CE Fl<C\1 CURB f;£E TO PROP:lllY LI\E E""'''' o· '" .c,,e>NIIAL •.• ,A, CON;,EJE >IDEWALY. I\ C~•~~ERCl/.1. .-REA·; \\111-OTR(El TREES Cet,OPA:TJ::> NATI',C !'.Ill ,,,/,,,,, '" CURB RETURN AREA TYPICAL SECTION \\FMFC<rn Pl.'-NE -'~NE J([ EXC~Sc!CN JOINT •Am11<L (TIP) ·~Q.Ra ,cc.rss a . ...,, PfS 57) 181 1" iS'N:D, OOICK-JOINT OR EQL'AL WEAKENED PLANE JOINTS & EXPANSION JOINTS -'"''""""" CO>JC>ETE ,iALr NO [1\l[ DC,Cf '110\ OF Pl''~[O,S CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS C<Ul>N •. l:ti/JW'.HI SIDEWALK DETAIL PLAN SECTION A-A ~lf;R c,r, sr,..w~o PLl.ll ,u~BE~ (200' EDIT~: s:o 1&1-L ... _ .,..--b,..,, t1t ., . ..l l{.____--.,, .. "" on °'"' CITY OF NEVI/PORT BEACH DEPARTMENT OF PUBLIC WORKS f-:--.. -::-:::---1 COMMERCIAL DRIVEWAY APPROACH TYPE II I 0 }_Ei~~- \ \ 11" re,, ,. cu~o r,c, _ 1-1· ma s· c•""" r;c NOTES: TYPE A. PCC CURB AND GUTTER TYPE B PCC CURB ,:.~8 F<CE S>-/.J.L 8E o· l/NLE,S OJHEe1•1:E Narro: TYPE C PCC CURB AND GUTTER 1 cum~ 'lJ<>AC> .,.,HIN,·'"~ >CC"•W u., O<>.LL S> c,·,,-A SUL l<O""-L (•"f'LU IU ,,,,, ·,· UJt'I< """'-'Jll>H) :., f'Hcl-UHMW JI," IHCS ·ciH.llSIU,, cllllH SH/.J.L a> INSl.' . .llL' I>' /.J.L lfP>S Of w,s A lclc SC ;J,c CC Cf e> LSNS. Al ISl>SV,LSCf 60' E'l'>'ECN H[T\IRN'; ~~D ~, f"[ mv, :JI' ~,,,,,,,vs. s:MIL'll EXT''llSON JOINTS '.><All BE l',S,l,LLED HALL G'JTTER5 l.l)J:)ISISG CUB -~E.IKEl£D r_•NE ,011-rs C-Al]_ BE rn,Mrn ~, INTER','.•LO :JF 2)' BErll£m RCIURNO (f,0rl.lES TO TWES 'A", ll", "G", A\D T cLlfl:;a I.NO wnrns;• ~ '" SU'"le [L:'iATID SCCTiotlo -11[ GUTJU< CLO"[ SJIA_I_ rcuo•· TII[ cr,c,ss 'ilGff CT m, '""" P~'.U<CNL :Af'f'Ll:S ,c TF[ -~· CUS3 "''° GUiLR) NO [1\l[ DC,Cf nro, OF RC',~[0'5 CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS STANDARD CURB SECTIONS TYPE A, B, & C I '"I~f" i~ ~ I ~{EU_ ~O mm /~ -11~'" =.;-\_J~ 'f.~. 1i~ ,~j ~&I l~M 1•4J Toi. J l~M (•'ii To!, 2 ! • lhl800 Mm (6'•0") ..... M•l.4 m (4'-8') ..... TYpf .6i WALL TYPE B WALL AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER ,..,,._,,o,ru,,,,..,., ~JO'-"'"""'""",..,,.,,"""' co~_,,,...,m .. •ev ,_ MASONRY RETAINING WALL USE WIT'' ;;r-'NDAAD 9PECIFJCATION!I FOR PUIILIC WOIUI$ CON&TALJCTION I ST.o.NO.O.Rll PIAN -, 618 -1 SHE.ET,OF3 STR~E T MINll•,rn/ CIMENSIC-\S OF P.AR-< NG SPACES AND ISLES aN;_t Cl' n"ti" OF I DEPTH l"r aPa:E ""'""'" se,cE: fcSttNOICUCo.• 10 • SI£ ·c "E •·~TH vf 11:~IH CF S0ACE PAR,.LlL ASLC -~ <ISL.I' "" d'-e' I 10' 4.S O'•f' I 13 t,J' 8'-S' I 19' NO [1\l[ DC,CF nro, OF RC',~[0'5 CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS ""'"" e. lJ<IJW'.HI I "".,., u.,~·202, I PARKING LOT STANDARDS I • ' R,inr Ouigo H • 1000 ll'•2"1 1100 (3'•6•) k;/m 11 13.$ 17.~ l~o/LF 18.~I {8.$1 lll,6) IS!t 9 406 l~M t 40ti (,4 9 I~) (•~ 0 161 0.34 n.n " (12.81 0 37 14.01 BIO g~o IQM 11~0 1250 <2"·8'1 l!·-~·1 13°•4'! 13"•8'1 W·O 'I © •qt,. 13.S 11>•/LF (~.II l~M O ◄Ot 15M O 406 1•4 9 161 I•~ 0 ISi 14.S 17., 19 23 (9.61 (11.8) (12.91 [15.41 DIMENSIONS SHOWN ON THE PLAff FOR METRIC AND ENGLISH UNITS ARE NOT EXACTLY EQUAL VALUES. IF METRIC UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE "1ETRIC VALUES. ff ENGLISH UNITS ARE USEC ALL VALUES USEC FOR CONSTRUCTION SHALL BE ENGLISH VALI.IES. ' AMERICAN PUBLIC WOR~S ASSOCIATION -SOUTHl:RN CALIFORNIA. CHAPTER MASONRY RETAINING WALL STAND""D Pl;'.M r.!l!TRIC 618 -1 SIIEETtOF> \ " m " " OFF-STREET PARKING STANDARDS ?'"K,,,C SPACE'l PARA.LlL n:, A PR,JPEP.IY LINE SHACL NOT BC LESS THl>.N ,,-o· BY 22·-c,· ?EP. ,rn CLE _.,ISLES SH,\LJ. BE ,\ ~ N SJO Cf' 11 ''"K"W LOIS AND AREAS SHALL,: 0,·,:o .. TH A'.lF>-ALl. c::..ciHE Of/ OTHrn ~TRcET OUFACl'<G eA"ERI"'-Cf" A "'"">N>>J I fJA IUel OAFKING LOTS 5tl•.LL BE ,o :irnGNED TIMT CAR> L\Wli THE LOT !,1L1. NJT 0[ PERelTIED TO s,o: 001 O\' 10[ PCRTION ~F SWEET Rrnl-0'-WA, (:<CEPIINC ,\1.E,s) u<:U '•::!' VEH CULA1 lRA',EL ,1R[CT AC:,,, 10 PARKIN', "'·'= '/<LL ~E PERIi Tfa' fl<(l,I .•U.E\S l'RQ'~DINC NO-c·.i:s ·o FUT ·:T TIC ALLEY ~IGIIT-or-·a,·, IS USO) -cR TII[ RD.P f'JlfGN <X" TII[ ~cumrn .\l>L[ '/'1DTII, ,10 PW,UD ]I[ ~•IJ:S .Sr.I: c,[T ,~-:< ,1>0~ HE ,_LEY THE elN ~L~ DISTANCES SHI/IN IN lH[ FOl.lO~'NG -ABLE 1~'-[f OR l[SS 1''-1" TO 1;'-11" J'-s" DIR[:l AC:rn, ](, PARKIN" Sf'A(:[$ 'l<LJ. ~[ P[PJ/ nc~ met.< ,oc,1 \[R[[]S pr,c,iomG TI I[ ALJ.O\';.:JL CURO CPlHINU ,, •er E<Cc:DEO >NO PRO\SC~[• T-IE CHCE ,, '.,[--BACK .''"'"'!" ,;,c :;:'-C" FR;<.• THE .,,ar-OF-WAY LINC ?,RKING "IL HOT 0C Prn~1n rn ON (llll'[S cru,n:n TIISN 5;:_ s,,ucn,••L El.WCNT5 cll<LL N~T :,,a,a•cH !>IT~ TclE PEO.~f.CC ~TAU, ~,ra THE r~CE'TOS THAT lHE" ·••IL CE Alla,.~,. N ""~N[ rocT SOU.•~ IJT[A A-TII[ moNT CJR>l:'S. FOP.I/ER cm sgNCARIJ "-•~ NUMBER (DJ4 [DITIJ'<), s1: OO>-L-B NO [1\l[ DC,Cf '110S OF RC',~[0'5 CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS ""'"" •• l:ti/JW'.HI I PARKING LOT STANDARDS "".,. u.,~·202, I I> . Om;t mor,,:,r 1,.,,., ft:1;'to,,•,0::• ob:,. ~;!P~i•uo~~ i 132") <■•llu tor _,.,p , .. .,. flll o!I 0011, ~io ,oo<rtlt Gro,M h•• f,on1 !•••\, SO mm (2") C,m,ot mol!or <o,, M•l422 """ (4•-e·1 II H•l829 mm 16'·0') I •11-- "' II H•IOl6 mm (3"-4") II N 11 11 11 1· II II ---T ELEVAJIQN-MA§ONR'f CQNSTRI.ICTION DESIGN CR ITERIA• ' H•l829 mmH•l◄ 22 ,.....,.,.,o,s mm 16'-0"1 (4'•<1•1 (3•e4") ISM <•4) O ,oo (121 ELEVATION t 300 mm I ;, (l"•O·) I I PLAN FOOTING STEP DETAILS ~Hon,y, In,• 3.!MPo 1$00 psi) fin• 10.31.!Po 11~00 poi) !0 , 15~MPo {24.000 p,;i n • 2-0 ~•Inf, Cone., r, • 91,Po 0~00 p1i) '< • nlM'o !S2~0 p,il /& , 16~MF>o 124.000 p,11 n , 10 Ec,,rn • •'8 K~/,.3 (120 pet.I .5 m 12'1 Suroho, .. Eqflvolonl fl•id 1»ouuro • ~.S kPo✓o, f36 pd) lot 4•t~r,,,;nolion ,J loo p,o,s,ro h _<. Ci'• I) LJolitl'ilOd S,rohor10' Eor1h Pf•~~~.1::;:;~.~~/~:~~•~.::;~;~7:;;;:.1:' :;"='1 :;:~':;!~'. "''"'""""' ,11, ..... ••II bOO,>aj ,opoollr ,, , • .., ... ,;,, MOIO,iOI • 96kPo (2000 p,1.1 AMERICAN PUBLIC WORKS AS90CIATION • SOUTHERN CALIFORNIA CHAPTER MASONRY RETAINING WALL t:,: " I> I> . . • • RIBBON GUTTER DETAIL N.TS. STAIIMRD PLAN •=c 618-1 SHEE7 l OF 3 " f__ • _ _1 . I PARKING LOT NOTES DEMOLITION NOTES= 0 0 0 0 0 0 0 0 0 @ @ @ @ @ @) REMOVE ITEM AS NOTED, SAWCUT AS REQUIRED. REMOVE EXISTING CURB AND/OR CURB AND GUTTER AS REQUIRED TO ACCOMMODATE PROPOSED IMPROVEMENTS. PULVER/SE EXISTING AC TO USE AS BASE OR BACKFILL FOR PROPOSED RETAINING WALL OR EXPORT AS REQUIRED. REMOVE EXISTING PCC AND REINFORCING AS REQUIRED TO ACCOMMODATE PROPOSED IMPROVEMENTS. REMOVE EXISTING STAIRS, CONCRETE, REINFORCING, AND HAND RAILS. REMOVE EXISTING TREES AND ROOTS. CLEAR AND GRUB AREA AS REQUIRED TO ACCOMMODATE PROPOSED IMPROVEMENTS. REMOVE EXITING PCC DR/I/EWA Y. REMOVE EXISTING AC AND AB (12" WIDE). REMOVE EXISTING LIGHT AND PULLBOX, SALVAGE FOR RELOCATION, AND SAFE OFF POWER TO ACCOMMODATE RELOCATION. REMOVE EXISTING SIGN AND FOUNDATION. LOCATE SOURCE OF DRAIN LINE, REMOVE INTERFERING PORTIONS TO ACCOMMODATE RELOCATION. REMOVE AND SALVAGE EXISTING GATE CARD READER FOR RELOCATION. REMOVE EXISTING RETAINING WALL, REINFORCING, AND FOOTINGS TO ACCOMMODATE NEW RETAINING WALL AND SITE IMPROVEMENTS. REMOVE EXISTING BOLLARDS AND FOUNDATIONS. CONSTRUCTION NOTES= @ @ @) @ @ @) @ @ @ @ @ @ @ @ CONSTRUCT 6" TYPE B PCC CURB PER CITY OF NEWPORT BEACH STD 182. CONSTRUCT 6" TYPE A PCC CURB AND GUTTER PER CITY OF NEWPORT BEACH STD 182. CONSTRUCT PCC SIDEWALK PER CITY OF NEWPORT BEACH STD 180. CONSTRUCT 4" AC OVER 6" AB. LOCATE, INTERCEPT, AND CONSTRUCT OPENING THROUGH CURB FACE FOR EXISTING AREA DRAIN. CONSTRUCT RIBBON GUTTER PER DETAIL SHOWN ON SHEET 2. CONSTRUCT COMMERCIAL DR/I/EWA Y APPROACH TYPE II PER CITY OF NEWPORT BEACH STD 161 . CONSTRUCT 12" WIDE FULL DEPTH AC. REINSTALL AND ACTIVATE GATE CONTROLLER PAD AND WIRE. REINSTALL LIGHT ONTO NEW FOUNDATION PER CITY OF NEWPORT BEACH STD 201 AND RECONNECT POWER. ADJUST PULL BOX TO GRADE AND PLACE ON TOP OF BRICKS PER CITY STANDARDS. CONSTRUCT RETAINING WALL PER APWA STD 618-1 TYPE B. CONSTRUCT SHORING TO SUPPORT EXISTING WATERLINE BACKFLOWS. CONTRACTOR TO PROVIDE SHORING CALCULATIONS FOR ANY REVISION AND APPROVAL. CONSTRUCT STUCCO FINISH ONTO BLOCK WALL, COLOR TO MATCH EXISTING BUILDINGS. SIR/PING NOTES= @) PAINT 4" WIDE WHITE DOUBLE STRIPE PARKING SPACE PER CITY OF NEWPORT BEACH STD 805. PAINT ACCESSIBLE PARKING SYMBOL PER PER CITY OF NEWPORT BEACH STD. PAINT 4" WIDE PA TH OF TRA \/EL STRIPING PER PER CITY OF NEWPORT BEACH STD 805. INSTALL ACCESSIBLE PARKING SIGN ON RAMP WALL PER CITY OF NEWPORT BEACH STD. ® PAINT CURB RED PER CITY OF NEWPORT BEACH STD. EROSION CONTROL NOTES= @ INSTALL FIBER ROLLS PER ORANGE COUNTY AND CASQA STANDARD SE-5. @ INSTALL STORM DRAIN INLET PROTECTION PER ORANGE COUNTY AND CASQA STANDARD SE-10 PAVEMENT REHAB/LITA TION NOTES= CONSTRUCT TYPE II SLURRY OVER THE EXISTING AC WITHIN THE LIMITS OF WORK SHOWN ON SHEET 6. RE-STRIPE THE EXISTING PAVEMENT TO MATCH THE PREVIOUS STRIPING. KEYNOTES= Q PROTECT ITEM AS NOTED IN PLACE 0 RETAINING WALL PER SHEET 7 REVIEWED: DEREK J. McGREGOR, RCE: 38483 RECORO DRAWINGS The.e Record Or,11'q:1 ll;1ve t:ieen prepared bll-=:I on irlor~i0411ubrit9d. ~ part, by 0'lhtr1,, \l,'t,ll1 !h1l lnfoml111Cft it, b~levld to be rthble, Cl~ d NIY4)0~ Bl.ch it, r.o1 lflPQnlilbll to Its~. n,or IQI' ,rrort"!lr etml ... 1!:n1 l'.t!fi:fl,.,..... hu·, l:,ffn 11'11:0IPQl',tt-d in!Dther.e pion& no result. ~ PRINCIPAL CIVIL ENGINEER ;;; DESIGNED: DRAWN: CONSTRUCTION NOTES AND DETAILS NEWPORT BEACH POLICE STATION PARKING LOT MAINTENANCE PLAN ., DJG DJG _3-NO DA TE DESCRIPTION OF REVISIONS APPROVED CHECKED: DA TE: SHEET 2 OF 08-13-24 • DJM 07/02/2024 ~~-----------------------------------------------------------------------------------------------------~----~--~-----~~-------------------------~----~------------~------~-~-~--~-----------------------------~---------~ : ~ I (6.00')(4.00') 14.5' 2.00'(10.00') LIMITS OF WORK 2% MIN 3.7% 5.3% MIN 104.00 TW 103.19 TC 6" CF 102.16 FL JOIN 5.00'14.50' LIMITS OF WORK 2% MIN 1% 103.92 TC 6" CF 103.28 FL 1.8%JOIN 3.5'.5' EXISTING STAIRS SAWCUT LINE NEW SIDEWALK (104.27) FS JOIN 104.21 TC 6" CF 4.2 % 1.5 % LIMITS OF WORK EXISTING BUILDING EXISTING BUSHES AND PLANTER AREA EXISTING PLANTER WITH TREES, BUSHES AND SHRUBS. ALL OF WHICH TO BE REMOVED DURING CONSTRUCTION. 2 % MIN 0.9 % ± 2% MIN JOIN 102.80 TC 6"CF 102.45 TC 101.95 FL 4.00' 4.00' 4.00' 7.00' 3' 4.00' 4.00' EXISTING CURB 103.89 TC 0" FC 104.21 TC 6" FC 103.89 TC 0" CF 104.21 TC 6" CF 103.97 FS 103.97 FS (104.44) TC (103.95) FS JOIN 104.43 TC 6" FC 2 % 2 % 4. 4 % 104.51 BW 104.39 TC 6" FC 104.50 BW 104.29 BW 104.29 BW EXISTING RAMP WALL 2 % 8 %8 % MODIFY GUTTER TO BE ADA COMPLIANT EXISTING SIDEWALK 101.56 TC (101.06) FS JOIN 101.64 TC (101.14) FS JOIN 103.11 TC 6" CF 103.01 TC 6" FC 102.50 TC 102.00 FL 102.60 TC 6" CF 4. 4 % 102.50 TC 6" FC 102.36 TC 6" FC 102.28 TC 6" CF 102.39 TC 101.89 FL 5.00' 1.50'1.50' 4.00' B-5271-S 9 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT EXISTING RAMP WALL "' .g ,; I .., 6 m ~ -~ = e "i a ~ ;;, "' i G .s ~ '6 t i ~ '8 ::,; "' I ~ ii ~ ID j G z 'o ' ~ ;;, 1/) ID I ~ I I ''-------------------,---------_____ / I I I -J I L-- 1 I I --- ' \__ ___ _ I _ _\ ------ SECTION A-A N. T.S. SECTION 8-8 N.T.S. SECTION C-C N.T.S. I I I / ~ I : I JI_ -l -1 \J ( ,-----------------",'=)-------------1 I SECTION D-D N. T.S. \ \ I I I I I I I /------------- 1 / I / I I I I I L __ ~------------------------------------------------------------------------------------------~?~------ "-I ---------------------------------------------------------------------------------- ! :\ ----------- ' I I I I r------------------------------- 1 r------------------------------- 1 I I I I l ------------------------___________ l ____ _ ENLARGEMENT A N.T.S. ., ., ., ., ., ., ., ., ., ., ., .. "' .. ., .. ., .. .. "' .. ., .. ., + .. "' .. ., .. ., • .. "' .. ., .. ., ' V ,,I, V ,,I, .. ., .. ---------------------------------------------------------------- ENLARGEMENT 8 N.T.S. REVIEWED: DEREK J. McGREGOR, RCE: 38483 PRINCIPAL CIVIL ENGINEER DESIGNED: DRAl'IN: DJG DJG RECORO DRAWINGS TheMt Record Or,11'q1 ll;l~e been prep11red ba-=:I on irlor~i04'11ubrited, ~ part, by 0'1htr1,, \l,'t,1111n,, infoml111Cft it, b~l...-itd to Ila rthbll, Cl~ d NtwpO~ Bl.ch ii r,i,I lflPQllllllb .. to Its~. n,cr IQI' ,rro11,-!lr etmlMl0n.1 l'.t!fcfl ,,._. hu1 l:,ffn lncQIPQl'ltN in!Dthi,r.ti pion& no result. CONSTRUCTION SECTIONS NEWPORT BEACH POLICE STATION PARKING LOT MAINTENANCE PLAN J 0.'8-IJ-24 NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DATE: SHEET 3 OF , ~----------------------------------------------------------------------~---~-~---~------------------~---~-------~---~DJ=M~~0~7~0=2~2=0=2_4~--------------------~------~ ~ w ~ <( z ~ :::!! 0 ...J c:, z S2 : 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 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 S S S S S SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS S S S S S S S S S S S S SD SD SD SD G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S S S S S S S S S S S W W W W W W W W W W W W W W W W W W W W W COMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMM CO M M CO M M CO M M CO M M COMMCOMMCOMMCOMM CO M M CO M M CO M M CO M M CO M M CO M M CO M M CO M M CO M M CO M M CO M M CO M M CO M M CO M M CO M M CO M M CO M M CO M M CO M M CO M M CO M M CO M M CO M M COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMM W W W W W W W W W W W W W W W W W WWWWWWWWWWWW W W W E E E E E E E E E E EE E E E EEEEEEEEEEEEE E EEEEEEEEEE EEEEEEEEEEEEEEEEEEEEEEEE E E E E E E E E E E E E EEEEEEEEEEEE E E E E E E E EEEEEEEEEEEEEEEEEEEE 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 E E E E E EEEEEEEEEEE EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRR IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRR IR R IR R IR R IRR IRR IR R IR R IR R IR R IR R IRR IR R IR R IR R IR R IR R IRR IR R IR R IR R IR R IR R IRR IR R IR R IR R IR R IR R IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IR R IR R IR R IR R IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IR R IR R IRR IRR IR R IR R IR R IR R IRR IRR IR R IR R IR R IR R IRR IR R IR R IR R IR R IR R IRR IRR IR R IR R IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRR E EEEEEEEEEEEEE IR R IR R IR R IR R IR R IR R IRR IRR IRR IR R IR R IR R IRR IR R IR R IR R IR R IR R IR R IR R IRR IR R IRR IRR IRR IRR IRR IR R IR R IR R IR R IR R IRR IR R IR R IR R IRR IR R IR R IR R IR R IR R IR R IRR IRR IR R IR R IR R IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRR IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRR IR R IR R IR R IR R IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRR IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRR IR R IRR IR R IR R IRR IR R IR R IR R IR R IRR IR R IR R IR R IR R IR R IRR IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRR 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 E E ℄ RAMP & WALL STAIRS CURB LIGHT & PULL BOX PULL BOX FENCE AND PCC HEADER PULL BOX PCC TREE WALL, GAS METER, GAS LINE * AC PULL BOX SIDEWALK WALL PIV, FDC,DDC & BACKFLOW SIDEWALK CURB AND GUTTER WALL PCC TREE CURB CURB FENCE AND PCC HEADER GUTTER BACKFLOW * CURB AND GUTTER PCC TREE VAULT PLANTER MH REMOVE ALL VEGETATION WITHIN THIS PLANTER AND BRING AREA TO GRADE PULL BOX ICV PULL BOX LIGHT ICV WALL WALL TREE INLET LANDSCAPING WITHIN THIS AREA IS OWNED BY THE IRVINE COMPANY AND SHOULD BE PROTECTED ON PLACE BUSHES BUSHES 2 6 6 6 LIMITS OF WORK LIMITS OF WORK/SAWCUT LINE LIMITS OF WORK SAWCUTLINE 10 3 LIMITS OF WORK/SAWCUT L I N E 9 7 2 10 11 12 2 6 6 2 2 13 12 11 7 2 7 4 15 8 6 14 1 5 7 4 4 4 14 7 7 2 2 2 7 3 6 2 2 2 215 7 6 6 2 11 7 7 4 11 3 1 2 LIMITS OF WORK/SAWCUT LINE LIMITS OF WORK/SAWCUT LINE 7 COMM LINE * DRAIN LINE ** DRAIN LINE ** SEWER LINE SEWER STUB * ELECTRIC LINE * WATER LINES * GAS LINE * SEWER LINE * DRAIN LINE ** DRAIN LINES ** COMM LINE * ELECTRIC LINE * PULL BOXES TREE ELECTRIC LINE * ELECTRIC LINE * IRRIGATION LINE *IRRIGATION LINE * DRAIN LINE ** ELECTRIC LINE * GATE CONTROL LINE ***1 B-5271-S 9 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT REMOVE ITEM AS NOTED, SAWCUT AS REQUIRED. REMOVE EXISTING CURB AND/OR CURB AND GUTTER AS REQUIRED TO ACCOMMODATE PROPOSED IMPROVEMENTS. PULVERISE EXISTING AC TO USE AS BASE OR BACKFILL FOR PROPOSED RETAINING WALL OR EXPORT AS REQUIRED. REMOVE EXISTING PCC AND REINFORCING AS REQUIRED TO ACCOMMODATE PROPOSED IMPROVEMENTS. REMOVE EXISTING STAIRS, CONCRETE, REINFORCING, AND HAND RAILS. REMOVE EXISTING TREES AND ROOTS. CLEAR AND GRUB AREA AS REQUIRED TO ACCOMMODATE PROPOSED IMPROVEMENTS. REMOVE EXITING PCC DRIVEWAY. REMOVE EXISTING AC AND AB (12" WIDE). REMOVE EXISTING LIGHT AND PULLBOX, SALVAGE FOR RELOCATION, AND SAFE OFF POWER TO ACCOMMODATE RELOCATION. REMOVE EXISTING SIGN AND FOUNDATION. LOCATE SOURCE OF DRAIN LINE, REMOVE INTERFERING PORTIONS TO ACCOMMODATE RELOCATION. REMOVE AND SALVAGE EXISTING GATE CARD READER FOR RELOCATION. 1 2 3 4 5 6 7 8 9 REMOVE EXISTING RETAINING WALL, REINFORCING, AND FOOTINGS TO ACCOMMODATE NEW RETAINING WALL AND SITE IMPROVEMENTS. REMOVE EXISTING BOLLARDS AND FOUNDATIONS. 14 15 PROTECTED ITEM AS NOTED IN PLACE 10 11 DEMO NOTES:KEY NOTES: CONTRACTOR NOTE: 1. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. * 2. CONTRACT SHALL BE RESPONSIBLE FOR ENSURING THAT ALL UNDERGROUND GAS LINES THAT ARE EXPOSED AFTER THE REMOVAL OF VEGETATION WITHIN THE PLANTER AREA ARE SAFELY SUPPORTED AND STILL ACTIVE. * 3. CONTRACTOR TO UNCLOG/CLEAR/REPAIR PERFORATED DRAIN LINE AND DRAIN OUTLETS OR REPLACE IF NECESSARY. ** 4. CONTRACTOR TO REMOVE AND REPLACE EXISTING GATE CONTROL LINE AND CONDUIT. *** 12 13 items 4 SYMBOL ABBREVIATIONS (IN ,!;,Olll 110N TO GREEN6001< Sl;:CTION 1-J. 2.) -0-PO'tl[R POLE AB AGGREGATE 8AsE @ SE~£R O..EANOOT AAV AJR :RE!.£F VAl \lE ACS' ASBESJOS: WENT PIPE (S) SE~ I.IANHM AC ASPHALJ CONCRETE tlC BEGIN CUR\'E (/J) STORM DRAIN MANHOLE i!CR BEGIN CUR\oE R[llJRt,I eve BEGIN \lrR nCAL a.JRVE """ ARE HYDRANT llU< BLOO:: CATV GABL£ N -l'/AITR METER Cl CAST IRON .. STREET UOH PULL BO:X (i CENlTRIJNE CNEI CHY OF ~(¥.f'CfH B[,6,Qf .. TRAFFIC 'SIGNAL PULI. BOX CL CLASS CLR CLCAR ,;,----., STREIT UG-IT C WATER VAJ..V[ C&G CURB ANO GUlTE'.R E EAST f(LECTR!C EC END ruRVE (-GUY WIRE [CR ,NO ruR VE R[rull!< EW: END VER TIC AL ruRVE • SURVEY Mct.lUMEtH DIST EXISTING FLG FLANGE ,. SIGN f£ FLANCED END FL FLOW LINE Ill VAULT VENT FM FORCE ~AIN 0 TRff G CAS &/ GA TE VAL \IE .. lfffilGATION CONTROL V,r,,LVE G8 CRAOC BREAX CE GROO'J,,£0 END .. CA8LE IV PULL BOX IP&T IRON Pll'E AND TAG LT LE'7" 0 CCR ING LOCATION MAX IIAAXIMUM IO ll.ECTRICAL MANHctE MJ I.IECHANIG\L JO.NT MIN MINIMUM ., ll.fCmlCAL PUU !30X HG NA nJFi:AL CROUND ti NORTH ~«a«llf;J lllJlt..OING tns NOT ro SCAl£ HO NU~B£R - - - -EXFSTING CONSTRUCTION 00 ORIGINJd.. GROUND PE PLAIN om - - - -PROPERTY LINE PROP PROPCSEO ---tj£W COOSTRUCTl~ PB PULL BO! RCP REJNFCf;!CED OONffiE:TE PIPE --~---CENlERL.INE f;!ET RHAININC F:T RIGHT ----5 -----SMF! LIN[ SCH SCH[(IULE S SE~ ---W--WAlER LINE l ---G ---GAS LINE sea SEWER CLEANOUT 'S~H SE:~ t.i AffHOlf SHT SHEET oi -£-[lfClRICAL LINE SW SIOCWAU< S SO.fill -T-TU.El'tiONE LINE ~ "' <::. :g -C ATV-CA8LEVl~ON LINE -SP-'SPRJNIH£R SYSlE~ -x -x -:x-rtNCE SCE So.JlHERN CALIF~NlA EDISON SQ SOOAAE 'Sll SJEEL T ffiEP HDNE W WESi/-.fO'! W/ V,lH BLOCKWAI.L -0 ~ a ~ ;;;- 1/l • , ~ r---7 ~- 1 ---t-: L ___ J i I I I I ~I _I L r I '-DJ SANTA BARBARA DRIVE ------------------ 8 I I I I ,i__d I T I -=--c.-=--~1 -_J --- RECORD DRAWINGS i kn~ Re,eord Dr;i,IMl'Q$ hwe been pr'°p,•red bned 01'1 irior~on 1ubrrirted. ■ p;i,rt, b)' 0'th911 Wb1l1 lhi1 lnbm1l1011 it, behold tot.. r911bl1, C-y of Nr,,;por1 Bnch it, not ft!IJ)Clilli~II te 1111 IICC\ll'IICY, no, !QI' 1rror1or .:.ml111Mt W'IICfl ff\',.,~."'" IN:~IJOl'IUM inlo lh~MI pl;in!!-a!-'ill re,sull. REVIEWED: 10 5 l~I 0 10 I_I SCALE IN FEET 1 inch = 10 ft 20 I DEREK J. McGREGOR, RCE: 38483 PRINCIPAL CIVIL ENGINEER DEMOLITION PLAN NEWPORT BEACH POLICE STATION PARKING LOT MAINTENANCE PLAN DESIGNED: DRAWN: DJG DJG J_ OB-IJ-24 NO. DAlE DESCRIPTION OF REVISIONS APPROVED CHECKED: DAlE: SHEET 4 OF DJM 07 02 2024 ,~------------------------------------------------------------------------------~---~--~---~~-------------------~---~---------~----~-~-~-~----------------------~-------~ z I ~ 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 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 S S S S S SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS S S S S S S S S S S S S SD SD SD SD G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S S S S S S S S S S S W W W W W W W W W W W W W W W W W W W W W COMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMM CO M M CO M M CO M M CO M M COMMCOMMCOMMCOMM CO M M CO M M CO M M CO M M CO M M CO M M CO M M CO M M CO M M CO M M CO M M CO M M CO M M CO M M CO M M CO M M CO M M CO M M CO M M CO M M CO M M CO M M CO M M COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMMCOMM COMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMM W W W W W W W W W W W W W W W W W WWWWWWWWWWWW W W W E E E E E E E E E E EE E E E EEEEEEEEEEEEE E EEEEEEEEEE EEEEEEEEEEEEEEEEEEEEEEEE E E E E E E E E E E E E EEEEEEEEEEEE E E E E E E E E EEEEEEEEEEEEEEEEEEE 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 E E E E E E EEEEEEEEEEE EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRR IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIR R IR R IRR IR R IR R IR R IR R IR R IRR IR R IR R IR R IR R IR R IRR IR R IR R IR R IR R IR R IRR IRR IR R IR R IR R IR R IR R IRR IR R IR R IR R IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IR R IR R IR R IRR IR R IR R IR R IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IR R IR R IR R IR R IR R IRR IR R IR R IR R IR R IR R IRR IR R IR R IR R IR R IR R IRR IRR IR R IR R IR R IR R IR R IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRR E EEEEEEEEEEEEE IR R IR R IR R IR R IR R IR R IR R IR R IR R IR R IR R IRR IRR IRR IRR IRR IRR IRR IR R IR R IRR IR R IR R IR R IR R IRR IRR IRR IR R IR R IRR IRR IRR IRR IRR IRR IRR IRR IR R IRR IRR IRR IR R IR R IR R IRR IRR IR R IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRR IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRR IR R IR R IR R IR R IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRR IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRR IR R IR R IR R IR R IR R IR R IR R IR R IR R IR R IR R IRR IRR IR R IR R IR R IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRR 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 E E R/W EXISTING SIDEWALK EXISTING PLANTER EX I S T I N G R A M P DOOR 4. 0 ' 26 . 0 ' EXISTING STAIRS DOOR EXISTING RAMP 8.5' TYP. 14 . 5 ' T Y P . 26 . 0 ' T Y P . 14 . 5 ' T Y P . ℄ B B C C A A D D 26' 103.76 TC 6" CF 102.08 TC 6" CF (100.60) TC JOIN (100.63) TC (100.13) FL 101.19 TC/BC 100.69 FL 101.44 TC/PRC 100.94 FL 102.80 FL 103.70 TC 6" CF 103.70 TC 6" CF 103.50 TC/HP 103.00 FL 103.25 TC 102.75 FL 103.55 TC 6" CF 102.44 FL 102.16 FL 101.95 FL 103.11 TC 6" CF 103.01 TC 6" CF 102.13 TC/EC 101.63 FL 103.45 TC 102.95 FL 104.10 TC/BC 103.60 FL 103.65 TC 6" CF 104.20 TC 6" CF (104.45) TC JOIN (104.29) FS JOIN (104.25±) FS JOIN 103.89 TC 0" CF 103.10 FS 104.27 TC 6" CF 104.04 TC/LP 6" CF 102.12 TC/BC/GB 101.62 FL 101.60 TC/BC 101.10 FL 104.11TC 6" CF 104.13 TC 103.63 FS 104.12 TC/EC 101.55 TC/EC 6" CF 101.87 TC 0" CF 100.72 TC 0" CF 104.34 TC/BC/HP 6" CF 103.53 TC/BC 103.30 TC/BC 102.17 TC/BC 102.60 TC 6" CF 101.34 TC/BC 6" CF SEE ENLARGEMENT A SHEET 3 SEE ENLARGEMENT B SHEET 3 103.11 TC 102.61 FL 103.36 TC 102.86 FL (101.75) TC (101.25) FL JOIN 104.12 TC 6" CF 104.34 TC/BC 6" CF 104.46 TC 103.96 FS 104.37 TC/BC 6" CF 102.56 TC 102.06 FL 102.06 TC/EC 101.56 FL (100.68) TC/EC (100.14) FL JOIN 103.48 TC/EC (100.39) TC/BC (100.00) FS JOIN (104.44) TC (103.95) FS JOIN REMOVE ALL VEGETATION WITHIN THIS PLANTER AND BRING AREA TO GRADE. LANDSCAPE AND IRRIGATION DESIGN BY OTHERS, AND TO BE PROVIDED SEPARATELY. REPAIR FACE OF BUILDING WITH PAINT AND WATERPROOF. 103.00 TC/EC 102.50 FL 100.99 TC/EC 100.49 FL 103.36 TC/GB/BC 104.43 TC 6" CF 104.39 TC 6" CF 104.32 TC/EC 6" CF (101.09) FS JOIN 4. 4 % 4. 4 % 4. 4 % 1.4% 104.51 BW 104.50 BW (104.21) FS JOIN 0.5%0.5% 1. 5 % 102.39 TC 101.89 FL 102.50 TC 102.00 FL 2.3% (102.26±) BW JOIN 1.1% 3. 5 % 1.4% 23 25 25 25 25 21 21 21 21 21 25 20 20 20 20 22 23 20 23 29 30 23 22 27 26 28 24 29 30 23 22 22 23 23 23 23 20 20 20 2020 20 20 20 20 20 20 22 (99.77) FS JOIN (99.74) FS JOIN (99.75) FS JOIN 30 100.89 TC 6" CF 102.30± FG 2%MIN 2%MIN 104.20± FG 30 REPLACE GATE CONTROL LINE AS NEEDED TO ACCOMMODATE PROPOSED IMPROVEMENTS SEE SHEET 3 FOR SECTION SEE SHEET 3 FOR SECTION SEE SHEET 3 FOR SECTION SEE SHEET 3 FOR SECTION B-5271-S 9 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT CONSTRUCT 6" TYPE B PCC CURB PER CITY OF NEWPORT BEACH STD 182. CONSTRUCT 6" TYPE A PCC CURB AND GUTTER PER CITY OF NEWPORT BEACH STD 182. CONSTRUCT PCC SIDEWALK PER CITY OF NEWPORT BEACH STD 180. CONSTRUCT 4" AC OVER 6" AB. LOCATE, INTERCEPT, AND CONSTRUCT OPENING THROUGH CURB FACE FOR EXISTING AREA DRAIN. CONSTRUCT RIBBON GUTTER PER DETAIL SHOWN ON SHEET 2. CONSTRUCT COMMERCIAL DRIVEWAY APPROACH TYPE II PER CITY OF NEWPORT BEACH STD 161. CONSTRUCT 12" WIDE FULL DEPTH AC. REINSTALL AND ACTIVATE GATE CONTROLLER PAD AND WIRE. REINSTALL LIGHT ONTO NEW FOUNDATION PER CITY OF NEWPORT BEACH STD 201 AND RECONNECT POWER. ADJUST PULL BOX TO GRADE AND PLACE ON TOP OF BRICKS PER CITY STANDARDS. 20 21 22 23 24 25 26 RETAINING WALL PER SHEET 7 27 CONSTRUCTION NOTES: KEY NOTES: LEGEND: CONTRACTOR NOTE: 1. IF IMPACTED BY PROPOSED WORK, IRRIGATION MAIN LINES AND CONTROL WIRES ARE TO BE REPLACED. NEW LINES SHOULD MAINTAIN THE EXISTING HORIZONTAL ALIGNMENT WITH THE DEPTH VARYING AS NEEDED TO RECONNECT. NEW IRRIGATION MAIN LINES ALSO NEED TO BE ENCASED WHEN CROSSING PAVEMENT PER CITY OF NEWPORT BEACH STD 524. 2. CONTRACTOR SHALL NOT SPLICE ELECTRICAL LINES IN THE CONDUITS WHEN REINSTALLING STREET LIGHTS. IF INSUFFICIENT SLACK EXISTS FOR NEW STREET LIGHT LOCATIONS, THEN NEW LINES SHOULD BE PULLED AND USED. 28 29 30 MOVE ICV 2-3' TO THE SOUTHEAST, OUTSIDE OF THE PROPOSED IMPROVEMENTS/ PARKING AREA, AND BRING TO GRADE. 30 City response : Shift the existing valve/valve box to the dirt/landscape area as shown (place .(halfway between the edge of driveway concrete and the newly installed water meter Existing location Concrete sidewalk by change order #2 R2 SYMBOL -0-POWER POU: @ SEID Cl[ANOOT (S) SE:~ MANHCI.E ()j) STORM DRAIN t.1ANHDlE 00, FIRE HYDRANT .. WAll:R MmR "' STREET UQ-11 PUl.l BO:X .,. TRAmC SIGNAL PULL e.ox ,:,-----., STRID UGH .. WA.Tm VAL\,( (-GIJV l\lRE • SURYEY MONUM04 T • SIGN e VAULT \'ENT e rnEE ., lffilGATION CONTROL VAL\IE "' CA8LE JV PUU. BOX 0 CCJi!UfG LOCATION (t) U£CTRIGAL MANHOLE "' ElfCffllCJJ.. PULL 9QX ~«u«cuA BUii.DiNG ----£XJSTINC CCJNSTRlJCTION ----PROPERlY LiNE NEW OONSTRUC noo --~---C£NlER~E ----s----SEWER LJNE ---w--WATER LINE --~---GAS LINE --C--fl.ICTRICAI.. UN£ --T--IILEPllotlE UN£ -CATV-CABLEVISION LINE --SP--SPRlNKLfR SYSlEM -x-x-x-!"ENCE BLOCKWALL -0 ' ~ ;;-fl) T i I I I ABBREVIATIONS (IN AOCIITION TO GREENSOOI( S(CTION 1-J.2) AB ACCRECA 11: 8ASE ARV AIR Re.,EF '/AL VE ACP A.SBE510S: Cll1ENT PIPE AC ASP HAL I CONCREll: BC BEGIN CUR'\'£ BGR BEGIN CU~ RETUR~ BVC BEGIN VCR nCAL aJR\'E BU< BLOCll CATV GABI.£ TV a CAST IRON t CENTERIJNE CNB arr Of N['W'CIH 8[A(ll CL CLASS CLR Cl..[AR CM' CURB ANO GUTT(R E EASTjru:CTRIC EC END WRVE EC!l ENO WR VE R[nJR>, EVC END vffiTlC.Al OJRVE EXIST EXISDNG FLC FLANGE FE fl.ANCED ENO FL FLOW UNE FL, FORcE MAIN G GAS fN GATE VALVE Ga GRADE SREAK CE GROO>EO END IP&T IRON PFE ANO TA.G LT LEFT "Al( ~AXIMUM SIJ ~ECHANICAL JOINT MIN MINIMUM NG NATURAL GROUND • NORTH WIS NOT TO SCALE NO NUti!B(R 00 ORIGlNAL... GROONO Pe; PLAIN END PROP PROPOSED PB PULL BOX RCP REINFoi;!COl OOM~E:TE PIPE REI RETAIN!NG RT RIGHT SCH SCH£0U\.E s SEWER sco SEW[R CLEANOUT SMH srwrn M ANHOI...£ SHI SHEET SW SIDCWN.J< s S()JTH SCE SCUlliERN CALIF(ENLA EDISON so SWARE SIL SIIR T ffiEF'H~E w WEST/WAlCR W/ V.,TH • ----I r---7 17 I ---t-' L ___ J ' I I I I I ' I I I I I I II I -;:__-= ,, I -----" - - - \ ' 7 -- ' - - T ---! -----oj _______ _ -------- I J_ --1 ---- --------------------/ ii _ _/_ -=--=---=:!J SANTA BARBARA DRIVE -- ---__ , __ - - -=---- - --- .... -1~------j ,[ i \ I I ·• •· "I.-: .... ,--··· __ 1>_,__ • ..,__ __ ~-, ...... --6•-~ T I I 7 I- 7 _J I I I 11 'I 7 'T I I I I I I I 11 --i ,~-i I! I/ I[ I I I ,: ,: ·1 -----------------· 1/ Ji 0 /_ • I ----,I -.-J ---- I I I -8- 1 _J ---I ~--- NEW AC PAVEMENT NEW PCC PAVEMENT REVIEWED: DEREK J. McGREGOR, RCE: 38483 PRINCIPAL CIVIL ENGINEER DESIGNED: DRAWN: DJG DJG 10 5 .___I I RECORD DRAWINGS TheM R.91:0<d Or•~~ • .,., bfln prepiJlred b;iNd Cll'1 lr4orrr!Mion tubmtltd, r, p,11, ll'l' olhltft Wl11l1 lh~ lrdom,1tw:n It b91111'1d I.Cl b9 rtl1blt, Cly of N....-port Bnch I• r.ol ,eapon .. bl9 to Ill a«iur'aey, nc,r rOl'.lfOrt ,or CWl'liak:ftll 'MIICII INY "~ .... t,flft ll'ICOlll)Ol'l\.td int0 lh11&11 ~l~ns H ii result 0 10 I_I SCALE IN FEET 1 inch = 10 ft 20 FRONT IMPROVEMENT PLAN NEWPORT BEACH POLICE STATION PARKING LOT MAINTENANCE PLAN _3. 08_13_24 NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DJM DA~: 02 2024 SHEET 5 OF -';~----------------------------------------------------------------------------------------------~----~--~-----~------------------------~---~-----------~------~-~~--~---------------------------~--------~ !z w ~ :: w Cl g ~ ::r: ~ w ID z I ~ Blue: Electric 3/4 PVC pipe with 3x 10 gauge wires Red: Irrigation 2 1/2” PVC pipe in a 4” PVC sleeve Green: Irrigation 2 1/2” PVC pipe in a 4” pvc sleeve. And 2” PVC sleeve for wires Orange: Irrigation 1 1/2” PVC pipe to feed the island Purple: 2 1/2” PVC pipe in a 4” pvc sleeve. And 2” PVC sleeve for wires Yellow: Irrigation 2 1/2” pvc pipe in a 4” pvc sleeve. And 2” pvc sleeve for wires. And spare 4” PVC sleeve ~ 1/ 0 SH IH£lf I fOft MCTIOH Ml lNI.AAOUCNT I IHllT $ SANTA BARBARA DRIVE 0 llOWl1 ..... .,. O:il"J..fC toJN,a RECORD DRAWINGS ThtH Record Or■IIMlg"I have bee• prep1red b11u1ed on lrtorrnaion aubnwrted ., port, by 01htl1 Wllilt !hit 1nlom,Jh()II It bt111vt<J l0 be ,.-.111,. Cl!Y o( lll""P()n 8ttch It i>Ol ,..pc,nfiblt l0 ltt ~ l'<t 101 e,rort or C)ffll"iorl' 'l'INCfl may ~••t llttn lnc:o,po,vt.ci mlo tho"" piano a& o ,..,11 B-5271-S 9 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT CONSTRUCTION NOTES: CONSTRUCT 6" TYPE B PCC CURB PER CITY OF NEWPORT BEACH STD 182. CONSTRUCT PCC SIDEWALK PER CITY OF NEWPORT BEACH STD 180. CONSTRUCT 12" FULL DEPTH AC. CONSTRUCT TYPE II SLURRY OVER THE EXISTING AC WITHIN THE LIMITS OF WORK SHOWN HEREON. RE-STRIPE THE EXISTING PAVEMENT TO MATCH THE PREVIOUS STRIPING. SEE ENLARGEMENT D SEE ENLARGEMENT C LEGEND: LIMITS OF WORK LIMITS OF WORK LIMITS OF WORK LIMITS OF WORK LIMITS OF WORK 70 71 PROTECTED ITEM AS NOTED IN PLACE KEY NOTES: REMOVE EXISTING CURB AND/OR CURB AND GUTTER AS REQUIRED TO ACCOMMODATE PROPOSED IMPROVEMENTS. REMOVE EXISTING PCC AND REINFORCING AS REQUIRED TO ACCOMMODATE PROPOSED IMPROVEMENTS. CLEAR AND GRUB AREA AS REQUIRED TO ACCOMMODATE PROPOSED IMPROVEMENTS. 2 4 7 DEMO NOTES: 22 70 71 27 CONTRACTOR NOTE: CONTRACTOR TO PATCH AND REPAIR ROUGHLY 20% OF THE ASPHALT AREA AS NEEDED WHERE DETERIORATION IS SIGNIFICANT. 70 71 70 71 70 71 70 71 70 71 70 71 70 71 70 71 70 71 CAP IRRIGATION LATERAL AT TEE EXISTING CONCRETE PAD/ WORKOUT AREA (99.02 TC) (98.50 FS) JOIN (98.67 TC) (98.34 FS) JOIN (98.67 TC) (98.31 FS) JOIN 22 7 (98.51 TC) (98.91 FS) JOIN (99.23± TC) JOIN (99.29 TC) (98.95 FS) JOIN PCC PAD CURB CURBCURB 2 . 7 % 22 7 22 7 JOIN EX CURB 22 7 EXISTING MATURE ALOE PLANTS WITHIN PLANTER AREA TO BE RELOCATED BY CITY STAFF 99.66 TC (99.66± FS) JOIN 99.50 TC (99.42 FS) JOIN 99.50 TC (98.66 FS) JOIN (98.75± FS) JOIN 98.80 FS JOIN (98.87± FS) JOIN WALL 2 (98.87 FS) BLDG EDGE (98.90 FS) BLDG CORNER 99.50 TC (99.46± FS) JOIN 22 4 1% CLEAN UP WALL FACE AS NEEDED 99.50 TC (98.60 FS) JOIN 6.8' 99.50 TC (99.48± FS) JOIN 99.50 TC (99.00 FS) JOIN SAWCUT LINE SAWCUT LINE CLEAN UP WALL FACE AS NEEDED 1'6.8' 27 2 27 SAWCUT LINE 1% 20HEIGHT VARIES 20HEIGHT VARIES 20 HEIGHT VARIES 99.50 TC (98.60 FS) JOIN 99.56 TC 98.72 FS 99.56 FS 99.56 FS 2 20 12" THICK SLAB 22 4 2 4.0' 20HEIGHT VARIES 2' JOIN EX CURB JOIN EX CURB JOIN EX CURB JOIN EX CURBJOIN EX CURB 4.3' t 0 0 ' z [i] 0 NEW AC PAVEMENT PAVEMENT SLURRY AND RESTRIPING \ ' PHASE2 34,700 SQ. FT. PHASE1 --- 21,900 SQ. FT. , ' • •• SCALE IN FEET 1 inch = 20 ft • . . • • • ' 40 , • • • • .. • ' .. , • , .. ENLARGEMENT C SCALE: 1"=8' RE'v1EWED: DEREK J. McGREGOR, RCE: 38483 PRINCIPAL CIVIL ENGINEER DESIGNED: DRAWN: DJG DJG ' ' ,· '-~ • " ' \---- I I I --< .. • --~I A ' > ' A ' ' > ' A ' I ,> A ' I ' ' > ,, ' ' A ' ' • ' • ' • •' , •• • ' • I A • " ' ~ :; ' ' > A ' ·1,s. ' > ' . • . I ' •• t ,. :""f ' • I . . ' ' ' >-• • ' ., ' ·.1 • ' ' • i " ' I ·, ., '• ' '' ' ~ > ' • • ' > • ~-• I• ' . • • ' ·> . • A I ' ENLARGEMENT D . ,, , • ' SCALE: 1"=5' , • ' • ' • ' • ' ' ' , ' • ' ' t ' ., " • • ' ' ' • • ' RECORD DRAWINGS Tho .. R"'O«i o,....,, ''"·"""· ,,.,.,.., ..... on ;""""';on.,,_~ ,,~ '»' 01"" w,,,io "" '"'°'""'""" ,~,.,.., o, bo ,.,,~,, C,v" """"'" Bo°'" ~ '"" """°"~•~"'., --,,, "" ""'""'°' ""''"""' ""'"'"'"' "" -'"'"'"o"'°" ;nt,th,,.. ~'"' ... """" REAR IMPROVEMENT PLAN NEWPORT BEACH POLICE ST A TION PARKING LOT MAINTENANCE PLAN NEW PCC PAVEMENT " , __________________________________________________________________________ _lQOB~-~l~J~-2~4,j_~N~O-__l_~D~A~TE:__J~DicES~C~R~IP~Tl~DN'_'D~F~R~E~Vl~Sl~D~NS"_ __________ _[-A~P~P~RO~V~E~DL ________ _Lc:H~EC~K~E~D_oJMj~O:A~TE~:'02,/20,<] _____________________ J_Sl'."T_§>_OF_ _ _j DJM 07/02/2024 SHEET OF REQUEST FOR INFORMATION RFI# 1 Elegant Construction inc. |188 Technology Dr. Suite N, Irvine CA 92618 Date : 4/9/2025 949-444-5161 |Info@elegantcon.com | www.ElegantCon.com CSLB License # 1053447 , DIR# 1000406720 (A) General Engineering - (B) General Contractor - (C-8) Concrete Contractor - (C-36) Plumbing Contractor - (C-13) Fencing Contractor - (C-54) Ceramic & Mosaic Contractor Project: Attn: Ellis Petersen Subject: Revision to Retaining Wall (A) – Connection to Existing Wall Drawing Reference: Specification: REQUEST / CLARIFICATION REQUIRED: Response Response By:Date: CHANGE IN COST CHANGE IN TIME TBD INCREASE IN COST TBD INCREASE DAYS 0 DECREASE IN COST 0 DECREASE DAYS N/A Description of Issue:As per the current plan, Retaining Wall (A) includes an L-shaped section which, according to the drawing, is to be constructed using the Type B retaining wall detail. However, implementing Type B in the indicated area will require excavation beneath the existing street sidewalk. This excavation cannot be performed without partially demolishing the sidewalk Proposed Solution:We propose to eliminate the L-shape of Retaining Wall (A) as currently shown, and instead connect it directly to the existing wall in a straight line, as marked in green on the attached plan for reference. This adjustment would allow the retaining wall to tie into the existing structure without interfering with or demolishing the street sidewalk. -That alternate configuration will be done at the same bid price- Please confirm if this proposed revision is acceptable.-If not acceptable, please advise on an alternative detail or construction method that avoids disturbing the existing sidewalk Retaining wall plan POLICE DEPARTMENT PARKING LOTMAINTENANCE CONTRACT NO. 7901-1 EXISTING WALL32 ST A . 1 0 + 0 0 . 0 0 BE G I N O F W A L L ST A . 1 0 + 1 7 . 5 0 AN G L E P O I N T 31 33 31 33 31 33 ST A . 1 0 + 2 0 . 0 0 AN G L E P O I N T ST A . 1 0 + 2 3 . 5 ± JO I N E X I S T I N G W A L L ST A . 1 0 + 4 0 . 0 0 AN G L E P O I N T ST A . 1 0 + 4 2 . 5 0 AN G L E P O I N T ST A . 1 0 + 6 8 . 0 0 ST E P F O O T I N G ST A . 1 0 + 8 4 . 0 0 AN G L E P O I N T ST A . 1 0 + 9 4 . 0 0 AN G L E P O I N T ST A . 1 0 + 9 7 . 5 0 EN D W A L L ST A . 1 0 + 0 0 . 0 0 BE G I N N I N G O F W A L L ST A . 1 0 + 0 4 . 5 0 AN G L E P O I N T ST A . 1 0 + 1 3 . 5 0 EN D W A L L EXISTING WALL SIDEWALK ST A . 1 0 + 3 6 . 5 ± BE G I N N I N G O F W A L L 32 ST A . 1 0 . 0 0 + 2 3 . 5 0 ± JO I N E X I S T I N G W A L L ST A . 1 0 + 3 6 . 5 ± BE G I N O F W A L L ST A . 1 0 + 9 4 . 0 0 AN G L E P O I N T ST A . 1 0 + 0 0 . 0 0 BE G O F W A L L ST A . 1 0 + 0 4 . 5 0 AN G L E P O I N T ST A . 1 0 + 1 7 . 5 0 AN G L E P O I N T ST A . 1 0 + 2 0 . 0 AN G L E P O I N T ST A . 1 0 + 4 0 . 0 0 AN G L E P O I N T ST A . 1 0 + 4 2 . 5 AN G L E P O I N T ST A . 1 0 . 0 0 + 6 8 . 0 0 ST E P F O O T I N G ST A . 1 0 + 1 3 . 5 0 EN D O F W A L L STA. 10+20.00 STEP TOP OF WALL STA. 10+94.00 STEP WALL ST A . 1 0 + 8 4 . 0 0 AN G L E P O I N T STA. 10+4.50 STEP WALL ST A . 1 0 + 9 7 . 5 0 EN D W A L L TOP OF EXISTING WALL EXISTING WALLS EXISTING FINISHED SURFACE EXISTING FINISH SURFACE PROPOSED FINISHED SURFACE PROPOSED FINISHED SURFACE EXISTING FINISHED SURFACE PROPOSED FINISHED SURFACE EXISTING FINISHED SURFACE ST A . 1 0 + 0 0 . 0 0 BE G I N O F W A L L B-5271-S 9 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT CONSTRUCTION NOTES: CONSTRUCT RETAINING WALL PER APWA STD 618-1 TYPE B CONSTRUCT SHORING TO SUPPORT EXISTING WATERLINE BACKFLOWS . CONTRACTOR TO PROVIDE SHORING CALCULATIONS FOR ANY REVISION AND APPROVAL. CONSTRUCT STUCCO FINISH ONTO BLOCK WALL, COLOR TO MATCH EXISTING BUILDINGS. 31 32 33 KEY NOTES: PROTECT IN PLACE AS NOTED 105 , OPt UI n. IL.I -, I 104 104!,00 TW / •• - - - - ------ ------ - -- -' \ \ ' \ 1 3.2 • Ii]_ ,0, .33 TW ' 103 \ ----- 102 / / , , 101 ✓ V - 100 -..... >-- >------ --------..... >-- 99 8. 0 > I 98 ,,...TOP i)f FO )T N~ 97 WJ! LI A 96 95 . ~ -----=--- WALLA -------------- ---- - --- -·------------------ -0 a9 :-o '-dF-! A I - I 10• .00 1V I -------->--~-\ -->--f---- ------- \ \ >----- ------ --- 9. o lf -I I .. • I -' 01 0 F ,o IN ' I --7 ---__ J -~~A ---. ----=------- - --:=._-....:- WALL A ~-=-=-~-c......c-"' ...:.....::.::::__--=---=--- ------ 0 ' ' \. \. ---·-- -' --f---\. I I "' ' ', f------->-- 10 .00 lf --------- 0 / / REVIEWED: -· R J.R "A I I \ \ 10 .00 TW I / / / - , ' I" / , I Tl p -- IF -o Tl ~G 1 0.1 J ,,A ~ -- - I I -a --- Horiz, Scale: 1 • = 5' Vert. Scale: 1" = 1' t.> ll>L-. t.> ' RECORD DRAWINGS The5e ~e«Nd 0111111111'9' h,;we bffn pr~pJtred b;i~ on inlorrriMion ,ubrrited, in part, lt)i ctl"llf1o Wtill, 111ft. lnfoml,u,c,n It b•ltl'fd to be ,.-,111,, C~y r1' N,r,vport encn It root r-.po,-,c,blll to~~. n,:;,r !or 1rr01'1 or om1u r:r,., \'l,t,li;ti may ha¥, t:Hn lni::c,rponit-td irrlo lhn.D ~1~111> ■1 s result. DEREK J. McGREGOR, RCE: 38483 t.> . .ll, 105 104 103 102 101 100 99 98 97 96 95 10 5 0 10 20 1-1-1 __ 1-----l1 SCALE IN FEET 1 inch = 10 ft ~ PRINCIPAL CIVIL ENGINEER ;;; DESIGNED: DRAWN: RETAINING WALL PLAN NEWPORT BEACH POLICE STATION PARKING LOT MAINTENANCE PLAN ., DJG DJG ~ 08_13_24 NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DATE: SHEET 7 OF DJM 07 02 2024 -';~-------------------------------------------------------------~--~-~---~---------------~--~-------~---~~~-~-----------------~-----~ z I z ~ w ~ <C z ~ ::IE 0 ..J C, z S2 a: ~ 3" I N V . (2 ) 3 " I N V . (2 ) 3 " I N V . 50 52 50 50 50 50 51 53 8.5' TYP. 14 . 5 ' T Y P . 26 . 0 ' T Y P . 14 . 5 ' T Y P . 26 . 0 ' 9'9' 14 . 5 ' T Y P . 14 . 5 ' T Y P . 14 . 5 ' T Y P . 14 . 5 ' T Y P . 18 ' 14 . 5 ' T Y P . 50 54 54 54 54 54 54 53 8.5' TYP. 8.5' TYP. 8.5' TYP. 26 . 0 ' 54 54 B-5271-S 9 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 50 51 52 53 54 STRIPING NOTES: Wheel Stops Wire rail ,---7 L ___ J • ---__ -e--I. m~~ == == == == == == == _____JEDDIJ[EDIDlpn: .......... IIIDIIDIDIIIDlDDIJ[EDIDllIIII .......... IIID ,- 1 I~ ◊ I - - - -__ g ____ --=------- - -r- l .., 11 ii: "' £ ~ ~ "' ~ I ~ ~ 0 * "' £ ! "8 ,. "' £ t ll. ~ 1 ., -s ! z -0 a9 1~ I --------------- - -~-- -----_ ____Ji:... ............ ~~ ----------------------------------- D SANTA BARBARA DRIVE 0 PAINT 4" WIDE WHIT£ DOUBLE STRIP£ PARKING SPACE PER CITY OF NEWPORT BEACH STD. 805. 0 PAINT ACCESS/BL£ PARKING SYMBOL PER PER CITY OF NEWPORT BEACH STD. 0 PAINT 4" WIDE BLUE ACCESS/BL£ PATH OF TRAVEL STRIPING PER PER CITY OF NEWPORT BEACH STD. 805. 0 INSTALL ACCESS/BL£ PARKING SIGN ON RAMP WALL PER CITY OF NEWPORT BEACH STD. 0 PAINT CURB RED PER CITY OF NEWPORT BEACH STD . ~ (TYP) TYP} ----- (TYP} ------- --- ---- (TYP} CJ CJ CJ --------- RECORD □RAWINGS ThetD R.eoco«I Otl~ h1Ye beu prop111ed IJiae<I Ql1 lnlonr1Mloo IUbrncted. in Pirt by O!l'lfl"I ~II• lMil lmotmftlielll la t,t1l•lftd to ba rt,111)1•. c~r ti 111~1!. BtlCt! It, 'IOl ,..pontl~lt to 1W t,oc,l,lft,I;)', nor tor errort-Qr cam~ion. wi1,;1i ""Y n,Yt llt•n 1~'1'1?0'\'t" inkl II,""" ~!~ms ;u. 11 r~lt. REVIEWED: DEREK J. McGREGOR, RCE: 38483 ~ PRINCIPAL CIVIL ENGINEER ;;; DESIGNED: DRAWN: ., DJG DJG I ,~- 1: 1: 11 I I I ,: 11 10 s __ o 10 20 1--1-1 __ 1------11 SCALE IN FEET 1 inch = 10 ft STRIPING PLAN NEWPORT BEACH POLICE STATION PARKING LOT MAINTENANCE PLAN ~ 08_13_24 NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DATE: SHEET 8 OF DJM 07 02 2024 ~~------------------------------------------------------~-~-~--~~-------------~--~-----~---~~~-~---------------~----~ z I ~ wheel stops Trash enclosure • • • \ • I I I I I CONSTRUCT 4 l THICK,------,-111---- WALKWAY 1 Sf£ DETAIL ON 3' WIDE CLEAR l.<1'iJ !~~~ UJ 0::: 0 co ~ <( ---:, ~~ ,~ ATE8 I EET 3 I • NIN~-~ l~ I I • I I I I I I I I I I I I I I I I I I I I I I I I I : / - I I I I I I I I I I I I I I I \ I I I I I j I I I e ~ ,~ I I I I I I □• ,I I I I I I I \ \ 0 1 .71 RIM TC\,t)k,IN I " 8' ~IGH SECURITY FENCE Q 1 FROM CURB FACE TYP SEE SHtt:T 3 FOR DETAl·,-,,L-;,S~-,--"l I o._ ~ □ GRATE DRAIN OVE HEDGE AND C 5 GAL PRIVET HE ' MAX. SPACING AIL 5 ON SHEET T SPRINKLERS TROL---.._ _ OOP ( ' \ ' PROX SENSOR 'Z>~ ~ <o ~-,~ L------1<!-GATE 9 S ::-:E=E--::D:=ET;:,Al::--L -::0:c-N -;;S;--;;H£c;=ET;-;-3 25' WIDE CLEAR OPENING GATE 10 Sf£ DETAIL ON SHEET 3 3' WIDE CLEAR OPENING GATE TO JOIN BUILDING WALL :\ '), ,~ • I I= l • 10" 0 201.2 .. CURBJ j{' ◊' REMbVE WY AS NEEDED ~ND CONSTRUCT 3' HI NCE TO JOIN p DE POLICE STATION X X ASPH r L E 7 _J ~ ( -------- Ix;::, ,'V CONC GEN (IN BASEMENT) , __ DRNEWAY ------ s.c.o. --, FENCE I a_ ~ • UILDING Wl!,bf::- '-'V 8' H SECURITY FENG 1' FROM CURB FACE SEE DET ON SHEET 3 12 o'•::-?l~GH SECURITY FENCE * *24" (t~~- GATE SHEET Sff ~ IL 0 25' WI E R OPEN/ ASPH ASPH • CONG I' o I ...._......_:::--... --I :::--... :::--... _, I I ' ' ' '-. FIRE STATION 3 I\ \ I \ ~J I I \ \ I I I \ I ~~ c,:3' \ Ix u lj;! \ :':, • z_ I 0 Q: u PROX SENSOR it \ ~ \ < '"~ )-I ,~ \ I I I I I I I 1 I PROX sf soR 0 ,xt-----:r--:. Lu o. • I i I I I \ \ \ \ I \ \ I I I I I I I I I I I I I I I I C \ / <r) / ,,., 0 -... -<r) ... - \ 0 <r) - E C. a, ..,., c'-1 I a, ~ a, ' a, 0 ~ "' ::::, (.) L.J "' "' ~ L.J :::, "' L.J a_ ~ _J u <( u_ L.J (.) ::J 0 a_ "' a, r--..,., "' .3-L.J (.) z ~ ~ "' ::::, (.) bi "' ~ L.J :::, "' L.J a_ <J== :':,!" ASPH ~ ,~ ~'?> ,~ SAN BA ------- ------ ------ ------ASPH - I --- ---------'-. ~~ ' I I I I I _J u <( u_ L.J (.) _J 0 a_ "' I a, r--..,., "' I .3-u ., ~ "' RECORD DRAWINGS c I ~e;: ~:U.~~i=::: :'o:,:::•~~ ~::: b~~r~:;~·e::-: :r1• br -~ r•ponlllb• to ltl 90Cl.l'.::f, I\Cl'" l'Jr 1rror1or ()fflUk;llu YltifC,. IT9)' h,vt bH~ 11'11:Ql'ponl~ .f: / /4 into 1ht1i;a pl;ms u a result. a, - - - --• {;;)_.· - - --~L ~-= - - - - - - - - - -_j~) -¥---,_ '~ ~\l,OFEss1o,t,,, RREE~F'---.-----,-----,..----o/~--/-----,---,-;;c ~· im. i.i'n_· _· ____ • 1 _··--=--=--=--· ·--=-::-=-====--====C~-=::38~6~1~ { t~c = ~~~iECONCRElE ~ = ~zrlE~fJ"l : = ;:ti1 t8i Lk'if/ 1/,::'~;_."{\l R. D44'0 ~ RE\llEWED POLICE FACILITY PERIMETER SECURITY FENCE ~ EP -EDGE Of PAl/fMENT O -WATER VALi/£ Oil -PULL BOX t,~\.., ,J.. l" ~ = m~~r,L ~ = ~~CK FLOW DEI/JCE -!-= :~ ~~ .... '"V PRINCIPAL Cl\lll ENGINEER ToPoGRAPH1c suRvEv & _g ,-v '-. ;J; = ~ZW1%t ~cig ~ = r:}i~n~S/~ONTROL VALi/£ -!-= ~f LINK FENCE fi RCE NO. 19111 PROPOSED SECURITY FENCE i PB _ PULL Box 1a -GRAlE DRAIN 10·o -TREE TRUNK SIZE/1.0CATTON No. 19111 ~---+---+------------j-::::;;:;;;--~D~ATE~:;;====rn~~====~~:-;-:;:;;-;:;;:~~~~~~;--TMisW~:l ~ s -S£1l£R ® -SEWER MANHOl.[ Exp. 9-30-07 M 5378 S ~ 5/) -STORM DRAIN @ -STORMDRAIN MANHOLE -0-0--PROPOSED NEW FENCE DATE BY DESCRIPTION APP'D. DESIGNED DRAWN MG CITY OF NEWPORT BEACH - -Zl s.c.o. -SE\lfR CLEANOUT -u-_ SIGN CIVIL ~-L_l_ ___ -==::-:::------_L_----trITTKFn--lDAlF--1 f---2~-----c,3--l 3- l ___________ :~~~--~i·:= 2 :o~· ________________ _:¥c~r~=~W=J~c=uR=B----~=~-~wALL=-------------------------------------------------:::'.:OF':=c=A.='L'-1'~~-_J ________ _.':R~Ev:1s::::10:_::Ns:__ ______ _1_cH_E_cK_rn_-':'LD~_DA_1n~3c_1o~cc!...r~20~0~6 __:_p.::.u=BL:::IC::...W:..:.O.::.R:...::K.::S:...::D:...::E::...PA:_:R_T_M_E_NT __ _L_s_HT __ 0_F_~ti: W -WA1ER 3" I N V . (2 ) 3 " I N V . (2 ) 3 " I N V . 3" I N V . (2 ) 3 " I N V . (2 ) 3 " I N V . 60 60 60 60 61 60 B-5271-S 9 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT INSTALL FIBER ROLLS PER ORANGE COUNTY AND CASQA STANDARD SE-5. INSTALL STORM DRAIN INLET PROTECTION PER ORANGE COUNTY AND CASQA STANDARD SE-10 . 60 EROSION CONTROL NOTES: 61 ,---7 L ___ J • --9. I. m~~ == == == == == == == ___JI1DDIJ[EDIDlpn: .......... IIIDIIDIDIIIDlDDIJ[EDIDllIIII .......... IIID ----------------...::---D --=:fltt:-=----- - - -==----i,--~-, • , I --------------- J 1 V.,,;fF i--t----=---=----=---=--l ---~ ------~ =r=~~~,==:h==1==~=h~ l ------- --------------------------------~-- ~ D -------- m --- .E <> 0 E ~ --- "' - v ~ "' ' :g "' ~ .., c ~ ] C 0 (.) SANTA BARBARA DRIVE C 0 ;; e '1 "' 0 J. 0 "' ;;; "' -E 0 0 -----------.E "' C .,., 0 .E ~ m "' 0 .E ~ 0 ~ 0 9 '8 ,. "' .E -t' 0 ll. 0 ", "' u g ., -ll i 0 z -0 9 "' 0 ;J; "' ;;; fl) ., J ~ 08-13-24 NO. DATE DESCRIPTION OF REVISIONS APPROVED I ,~-- 1: 1: I[ I I I ,: 11 ~=~-------------~--·,r,::J:i='J ------- CJ CJ CJ ------- - --- --------- RECO~D DRAWINGS TheH R.,,,;:or,;J Or;i,..inp h,ve QC!,., pr11-'''" ~ntd on inlor~ion ,u~mi;t«I. i, ,,.rt. by O'ltltrl. Vl/hllt 1h11 lnlom'lilein 111:ltlll•to:I to bll rllabl•, Cly r1 NtwpCrt BHCt1 it, MIi fN~lllble ~ ltt ~xy . llrOl" !Qt 1rro,-or ,:w,'I~~ l'dllctl ~ ~ ..... "''~ l~o,peir,tt" ink! thttl!-!! ~hm~ !Ill-11 r~ij. REVIEWED: DEREK J. McGREGOR, RCE: 38483 PRINCIPAL CIVIL ENGINEER DESIGNED: DRAWN: DJG DJG CHECKED: DA TE: DJM 07 02 2024 10 5 0 10 20 1--1-1 __ 1------11 SCALE IN FEET 1 inch = 10 ft EROSION CONTROL PLAN NEWPORT BEACH POLICE STATION PARKING LOT MAINTENANCE PLAN SHEET 9 OF z I ~