Loading...
HomeMy WebLinkAboutR_6074_SSTREET IMPROVEMENT PLANS FOR LIDO MARINA VILLAGE 3400 BLOCK VIA OPORTO NEWPORT BEACH ORANGE COUNTY, CA GENERAL CITY OF NEWPORT BEACH CO.\IMU!'\ITY OE\i[LOP.\IENT DEPARUIC'.'liT Bl'.11,DJS(; DIHSIO;\" 11XlC..,,:Certef[)rJ.elP.O.&J 116&lrit;,po,18ex.l\.C.A926SM91S ........ ~1{94916"-3200 GENERAL GRADING SPECIFICATIONS 1. AJlworlt $haJ conloml klChap:e115olthe Ne·"'?Oll Beach Muricipal Coc!e(NBMC). the pro;ect soi! ,epon and special require men ls of Iha pearil. 2. Dusi s~ be COf1troled by watemg .mdlor dust pallatlve. 3. Sari:.ary laciities shal De mainlained on the si'.e during lhe construction perioo. 4. Work hOufs arel'IY.ed from 7:00AM !o 6:30PM Monday lhloogh Friday: 8:00 AM to 6:00 PM Sa!Urda,'S: and NO WORKONSU®AYSANDHOLIOAYS per sec.lion 10-28ofthe NBMC. 5. Noise, excavation, delive.iyandremoval shall becon:roled per Section 10-28 ol lhe NBMC. 6. The s!amped se1 of apptOVfd pl.ans shal be on the job site at al titres. 7. Pemittee and Coolra:::to, are responsible tor loca;ng and p,Oleett,,g utities 8. ~roved sharing, dralnaiJC pro.islons and proledt,.,e measures musl be used to pro!ecl acfJolnmg propenies during lhe grading operation 9. Cuspools a"ld sap:ic ta'lks s.hd be a~ndooed In compianc.e wi:h tne U~ Plumbing Code 8od approffll by the &lding Ofl'icial. 10. Ha~ rooteslorlmportor axpor1 ol materials 5hal beappmveo bytneettyT,a'tlc Eogl™'!W and procedufes shalcooform'llithCha~er 15 oflhe N31/.C. 11. Positive drainage shall be main:aioed away f1omalbtlikf11"19and Slope areas. 12. Falure to request ilspectlons and!or ha1·e removable erosion COl\llol devlcts ~ at the appropriale times shall resull in a ·stop Wcx'i' orde:1. 13.AI r'aslicdrai\age pipes Shall consist or PVCCN' ABS plastic schedule .(0or SOR 3501 ADS 3,000 wilh glued joinls .. 14. No !)ml. plaster, cement. soi, mortar orotrier residue shalbe alcv,·ed 1oen:erstreets. CtJrbs. gu,;tetS or SlOO'n drains. Al material aod waste WI be remo-.-ed ffom the site. EROSION CONTROL 1. Tempo,aryerosioncoo:rol pL3ns are required from OctobE, 15 IO ~8y 15. 2. Erosion control de1ices shal be available M-Si!.e ber.,,,een ~ 15 and May 15. 3. BetNeenOclober 15and May 15, erosioncontrolmeasuresshal be in place al !ho end of each wo!tir-.g day wherlt\ler !he five..<lay probabiify of rall'I exettds 30 percenL During the remainder of the year. they shal be In pbce at the end of the wor1clng day, '11-tltnevtr the daly ralnlal probablity exceeds 50 pe,cet1L ,. Temporary desJting basins, 11,t;en required. shall be irlstaled arid maintained for the duration of thepro;ect GENERAL PROJECT NOTES: ISSUANCE Of A BUILDING PERMIT BY THE CITY OF NEWPORT BEACH DOES NOT RELIE\'E APPLICANTS OF THE LEGAL REQUIREMENTS TO OBSERVE COVENANTS. CONDITIONS, AND RESTRICTIONS WHICH MAY BE RECORDED AGAINST THE PROPERTY OR TO OST AIN PLANS. YOU SHOL.l.D CONT ACT YOUR COMMUNITY ASSOCIATIONS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION AUTHORIZED SY THIS PERM1T. 2. GC SHALL COOROINATE RESPONSIBILITY TO OBTAIN PERMITS WITH OWNER 3 ALL WORK IN THE PUBLIC RIGHT-OF-WAY REQUIRES SEPARATE REVIEW FROM PUBLIC WORKS I.. ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK WITHIN PUSLIC RIGHT-OF-WAY 5. ENCROACHMENT PERMIT INSPECTION IS REOUIREO BEFORE FINAL BUlLDING DEPARTMENT PERMIT CAN BE ISSUED. (ff AT TIME OF INSPECTION EXISTING PUBUC IMPROVEMENTS S[.j(ROUNOING THE SITE ARE OAHAGED. NEW SIDEWALK, CURB. CURB 8 GUTTER AND STREET PAVEMENT REOUIRED SHALL BE DETERMINED AT THE DISCRETION OF THE PU8UC WORKS INSPECTOR.) 6. SITE PARKING PER CONOITION-4.L USE PERMIT SU8MITT AL BY $MS ARCHITECTS ANO SHOWN ON StTE ANO CITY PARKING PAGE 23 OF SL SURVEY & 8ENCHtMRK: = ~ ~ ~ .s!J..l..llf. P~WORK~ UTILITY/ GOVERNING AGENCIES CONT ACTS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT CITY HALL, JOO CIVIC CENTER DR. NEWPORT BEACH. CA 92660 PHONE: (91.9) 6.t.1.-3311 C!TY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT CtTY HALL. 100 CIVIC CENTER OR. NEWPORT BEACH, CA 92660 PHONE: (9£..9) 6l.l.·3311 C1TY OF NEWPORT BEACH PU9LIC WORKS DEPARTMENT CtTY HALL. 100 CIVIC CENTER OR. NEWPORT BEACH. CA 92660 PHONE: (91.9) 6l.l.-33II CONTACT; MIKE LYNCH (WA.STEWATER Sl.flERVISOR) PHONE: (91.9) 718-3415 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PO BOX 1768 NEWPORT BEACH, CA 92658 PHONE: (9L.9) Ol.1.-~311 IMPORTANT NOTICE Sectlon 4216/4217 of the Gowmment Code requires g D!9 Alert identification Numbw bt lnued before a Permit lo Exco\lOte wDI be 't'Olid Fot )<)Ur Dig Al.rt ID Numb,, Coll BENCH MARK: J J/4• OCS ALUMINUM lENCHMARK DISK STAMPED •u 1415 1988" NAll)88 El.£VA1100 9.196' -AOJUSTE0T0M.L.L.W.9.57· UNDERGROUND SERVICE ALERT 1-800-422-4133 For Underground locotilg 2 Wori<ng Dois btfott You Dig BASIS OF BEARINGS, LEGAL BOUNDARIES & EASEtJ.ENTS: FUSCO£ Al.TA DATED 1-13-13 FU~ Al.TA POINT 10J18 -FOUND GEAR SPIKE ANO WASHER STAMP[O "LS 6970" AT THE C.L B.C. OF ~A LDO, OPPOSITE f3400 ~A LIJO -N 2172624.45, E 6050667.58 F\ISCQ' ALTA POINT NO. 1J -FOUNO Q!T 'Y: ON SIDEWAil( AT THE N.E. CORNER OF CENTRAL AVE. AND ~A OPOOTO -N 217J1J9.45. E 6050430.64 ADDITIONAL P\O<-UP /CONSTRUCTION TOPOGRAPHIC SURVEY le STAKING PREPARED BY WWAM CARR PLS 5410 <D ® ® @ FF FS TC FL 1l m @] IE) [I) ~ llSJ IY/l ll!I l><l H 0--0 SITE LO CA TI ON MAP NOT TO SCALE EARTHWORK ESTIMATION: CUT: L_ CUBIC YA.RDS FILL: _0 _ CUBIC YARDS NET: L_ CUBIC YARDS "QUANTITIES SHOWN HEREON FOR BONDING PURPOSES ONLY. ESTI\\ATION DOES NOT INCLUDE SPOILS RESIA.TING FROM UTILITY INFRASTRUCTURE IIAPROVEMENTS. CONTRACTORS ARE RESPONSIBLE FOR BIDDING A COMPLETE JOB WITH THEIR OWN QUANTITIES. LEGEND TELEPHONE MANHOLE --------PROPERTY LINE WATER MANHOLE ------PARCEL LINE SEWER MANHOlE PA PLANTER AREA STORM DRAIN MANHOLE * FINISH FLOOR POWER POLE FINISH SIJRF AC£ 'O' FIRE HYDRANT TOP OF a.JRB FLOM.INE e TANK LID (SIZE AS NOTED) TOP OF LANDING '-POST INDICATOR VALVE TOP OF ISLAND CATCH BASlN A FIRE DEPARTMENT CONNECTION TAIT & ASSOCIATES: CIVIL ENGINEER 701 N. PARKCENTER DRIVE SANT A ANA, CA 92705 PH: (714) 560-a200 ARCHITECT: SMS ARCHITECTS 17648 SKY PARK CIRCLE. SUITE B IRVINE, CA 92614 PH: (949) 757-3240 LANDSCAPE ARCHITECT: WILSON ASSOCIATES 11262 WARMINGTON ST. RIVERSIDE, CA 92503 PH: (951) 757-3240 MEP: MRC ENGINEERING 1720 EAST GARRY AVE. SANT A ANA, 92705 PH: (949) 756-0807 LIGHTING CONSULTANT: OCULUS 3122 NEBRASKA AVE. STE. 200 SANT A MONICA, CA 90404 PH: (310) 715-8333 STRUCTURAL ENGINEER: GRIMM & CHEN 17500REDHILLAVE.. SUITE240 IRVINE, CA 92614 PH: (949) 250-3150 SOILS ENGINEER: GEOTECHNICAL PROFESSIONALS INC. 5736 CORPORATE AVE. CYPRESS, CA 90630 PH: (714) 220-2211 PROPOSED SITE ENHANCEMENTS, LIDO VILLAGE, NEWPORT BEACH, CALIFORNIA REPORT DATE: JUNE 17, 2014 APPROVED PC# 2207-2014 GPI PROJECT NO: 2613.I SUPPLEMENTAL RECOMMENDATIONS PAVEMENT SECTIONS REPORT DATE: JULY 3, 201.il GPI PROJECT NO: 2613.I GP! DESIGN MEMORANDUM FOUNDATION SUPPORT FOR DUPLEX STORM LIFT STATION MEMO DATE: JULY 1, 2015 GPI PROJECT NO: 2613.C ELECmlCAL BOX OR VAULT mAFFlC Sl~ (UNLESS OlHER'MSE NOTED) TELEPHONE VAULT smm LIGff PULL BOX --------------SAWCUT LINE mAFFlC SlGNAL BOX WATER MmR LIMIT OF AC GRIND & OVERLAY LINE DRAIN INLET D LIMIT OF AC GRIND & OVERLAY WATER VALVE GAS VALVE Sm£ET LIGHT UNAUTHORIZED CHANGES & USES: CAUTION • ENGINEER'S NOTE TO CONTRACTOR APPLICABLE CODES: CIVIL SHEET INDEX C-1 LIDO VILLAGE COVER SHEET C-2 LIDO VILLAGE SITE PLAN C-3 LIDO VILLAGE DEMOLITION PLAN C-4 VIA OPORTO & CENTRAL AVE. C-5 VIA OPORTO PRECISE GRADING C-6 VIA OPORTO & VIA LIDO WITH ALLEY CORNER C-7 PRIVATE STREET PLAN C-8 ALLEY GRADING C-9 LIDO VILLAGE MARINA DETAILS C-10 LIDO VILLAGE PUBLIC WATER LINE C-11 LIDO VILLAGE PRIVATE UTILITY PLAN C-12 CENTRAL AVE. GRADING C-13 CENTRAL AVE. STORM DRAIN C-14 CENTRAL AVE. WOMP C-15 MAIN DECK STORM DRAIN & WQMP C-16 VIA OPORTO WQMP C-17 MAIN DECK PRECISE GRADING C-18 OVERALL EROSION CONTROL PLAN C-19 TYPICAL BUILDING EROSION CONTROL PLAN BELOW SHEETS ARE PROVIDED FOR REFERENCE OF CIVIL PLANS ARCHITECTS SHEET I NDEX A0.6.2 A1.7.8 A1.7.12 L T-A1 .7.1 E1.0 E1 .0A E1.1 E2.0 MASTER SCOPE PLAN SITE AND CITY PARKING PLAN MASTER PHASING PLAN OVERALL SITE FURNISHING PLANS BIKE EXHIBIT OVERALL SITE LIGHTING PLAN ELECTRICAL NOTES ELECTRICAL SLD AND LOAD CALCS LIGHT FIXTURE SPECIFICATIONS ELECTRICAL SITE LIGHTING PLAN LANDSCAPE SHEET INDEX T-1 L-1 • L-7 L-8 • L-14 L-15 L-16 L-17 L-18 • L-21 L-21 • L-25 TITLE SHEET IRRIGATION PLANS PLANTING PLANS IRRIGATION AND PLANTING DETAILS IRRIGATION SPECIFICATIONS PLANTING SPECIFICATIONS CONSTRUCTION PLANS CONSTRUCTION DETAILS THE EN<lNEE!I PREPARING THESE PLANS Yl1U. NOT BE RESPONSIBLE FOO, 00 LIASlE FOO, UNAUTHORIZED OlANGES TO 00 USES OF THESE PLANS. ALL OiANGES TO THE PLANS MUST BE IN YIRITING ANO MUST BE APPROVED BY THE PREPARER OF THESE PLANS. CONSTRUCTION CONTRACTOO AGREES THAT IN ACXXIIDANCE WTH GENERALLY AcaJ>TED CONSTRUCTION PRACTICES. CONSTRUCTION CONTRACTOO Yl1U. BE REW RED TO ASllJME SOLE ANO CQjPl.rn RESPONSIIILITY FOO J08 SITE CONDITIONS OURING THE CMSE OF CONSTRUCTION OF THE PRo-£CT, 1Na.UOING SAffTY OF ALL PERSONS AND PROPERTY, THAT TIIS REQUIREMENT SHALL BE MADE TO APPi. Y CONTINUOUSI. Y AND NOT BE l.l,IITEO TO NOOMAL Y«lRl<ING HOURS, AND CONSTRUCTION CONTRACTOO FURTHER AGREES TO DEfENO, INOEMNFY AND HOt.D D£SIQj PROfESSIONAI. HARIIL!SS FROM ANY AND ALL LIABILITY, REAL 00 AU£GED, IN CONNECTION YIITH THE PERFORMANCE OF 'l«lRK ON THIS PRo-£CT, EXCEPTING LIABILITY ARISING FROM THE SOLE NECl.JGENCE OF DESIGN PR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES, PIPES. AND/00 STRUCTURES SHO'IIN ON THESE PLANS IIERE OOTAINEO BY A SEAROl OF AVAII.All..E RECffiOS. TO THE BEST OF Cl.JR KNOI\UDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHO'IIN ON THESE Pl.ANS. THE CONlRACTOO SHALL ASCERTAI< THE TRUE VERTICAL »ID HORIZONTAL LOCATION OF THOSE UNIJEJIGRQJND UTILITIES TO BE US8J »10 SHALL BE RESPONSIBLE FOO ANY DAMAGE TO ANY P\JBUC al PRIVATE UTILillES, SHOY,N 00 NOT SHOY,N !£REON. F THE CONTRACTOO ENOOJNITRS ANY DISCREPANCIES. CONFUCTS 00 AREAS t4110l HE rEEl.S UN'l«lRKAa.E, f£ SHALL NOTIFY THE GRADING ENGINEER IIAl!DAID.Y PRIOO TO CONTffilNG 00 DE\lA TING FROM THIS PLAN. CONSTRUCTION OF THIS PRo-£CT SHALL AT A MINIMUM CQ,IPI.Y YIITH: 201J CAUFOONIA 11\.!lDING COOE (CIIC) 201J CAUFOONIA PUJIIBING C00E (CPC) Q!RRENT aTY OF NEYIPCJlT BEAOl REGU.ATIONS AND ORDINANCE 2012 STANDARD SPEQFlCATIONS roo PUil.JC \QlKS CONSTRUCTION (SSP'llt) "GREENBOO<' QTY OF NEIIPOOT BEAOl STANDARD SPEQAL PRO~SlONS FOO USE IN CONJJNCTION WTH SSP'llt. 2012 STANDARD PLANS FOO Pl,9tJC WOOKS CONSTRUCTIOO (SPP'llt) QTY OF NEIIPOOT BEAOl STANDARD DRAYIINGS JACOB VANOER~S RCE w (9 ::5 _J > 0 0 :J • ~ z "' 0 Z ;= 0 ~~ u > V, w :'l 0: 1 OF 19 PLAN CHECK: 2612-2014 ,- 1 I~ I I~ I ± I en -I L .,J IMPORTANT NOTICE Section 4216/4217 of the Government Code requires <l Oig Alert identification Number be issued before o Permit to Excovote will be volid fof yoor Dig Alert 10 Numbec Coll UNDERGROUND SERVICE ALERT 1-800-422-4133 f" or Underground Loco ling 2 W0<kWlg Oars before You Dig , , _J SURVEY & BENCHMARK: BENCHMARK: 3 J/4" 0CS ALUMINUM BENCHMARK DISK STAMPED "U 1415 1988" NA\088 ELEVATION 9.196' •ADJUSTEDTOM.l.L.W.9.ST BASIS OF BEARINGS. LEGAL BOUNDARIES& EASEMENTS: FUSCOE ALTA DATED 1·13-13 F\JSCOE ALTA PO<NT 10318 -FOUND GEAR SPIKE ANO WASHER STAMPED "LS 6970" AT THE C.l. B.C. Of \1A UDO, OPP09TE '3400 \1A UDO -N 2172624.45, E 6050667.58 F\JSCOE. ALTA POINT NO. 13 -fOUND CUT 'X' ON SIDEWAU< AT TH£ N.E. CORNER Of CENTRAL A>I'. AND '1A OPORTO -N 2173139.45, E 6050430.6◄ ADDITIONAL PICK-UP/CONSTRUCTION TOPOCRIJ>HlC SURvEY & STAKING PREPARED BY WilllAM CARR Pl.S 5410 I MARINA NAP I I • i LANDSCAPING AND SITE FURNISHINGS SHOWN HEREON ARE FOR REFERENCE. FINAL LANDSCAPING AND SITE FURNISHINGS TO BE PER LANDSCAPE AND ARCHITECTURAL PLANS. FIRE DEPARTMENT NOTE: GC SHALL COORDINATE W ITH CITY OF NEWPORT BEACH FIRE DEPARTMENT FOR ANY/ALL STREET CLOSURES TO ENSURE APPROPRIATE FIRE DEPARTMENT ACCESS IS MAINTAINED THROUGHOUT CONSTRUCTION {IN F[(T) 1 INCi-i • 30 FEET CIVIL SCOPE OF WORK: VIA OPORTO PUBLIC ROW: RECONFIGURE STREET LAYOUT TO ADO PARALLEL PARKING PUBLIC SIDEWALK RESET FOR GRADE COMPLIANCE ADD TRAFFIC RATED WOOD DECK CROSSWALKS RECONFIGURE TRAVEL WAY TO GA!N PARKING NORTH SIOE ADO CURB, LANDSCAPE PLANTERS, RAISED LANDSCAPE PLANTERS, ANO PARKLETS SOUTH SIDE ADO RECESSED LANDSCAPE PLANTER BETWEEN SIDEWALK ANO VEHICULAR WAY RECONFIGURE INTERSECTION OF VIA OPORTO AND PRIVATE STREET ANO REMOVE EXISTING WATER FOUNTAIN ADO CURB RAMPS TO ENHANCE SITE ACCESSIBILITY ADO STORM WATER TREATMENT VAULT 60% CONSTRUCTION OF FOUNTAIN AREA, FOUNTAIN, RAISED PLANTER WALL VV!TH SEATS ANO WOOD DECK RECONFIGURE SIDEWALK & CURB INTERSECTION OF VIA UDO & VIA OPORTO RELOCATE EX. 6" WATER MAIN AND RE-SET WATER METERS RECONFIGURE EX LOADING AREA ADJACENT TO BLDG 3434 3-400 \11A OPORTO: • RESET OF BRICK SIDEWAU< BE'f\.o\lEEN STOREFRONT AND PUBLIC ROW 3408-3-420 VlA OPORTO: RESET OF BRICK SIDEWALK BETWEEN STOREFRONT ANO PUBLIC ROW INSTALL WATER LINE FOR FUTURE MARINA IMPROVEMENTS USE • INSTALL GRAVITY SEWER LINE FOR FUTURE MARINA. IMPROVEMENT USE • INSTALL GREASE INTERCEPTOR FOR BUILDING 342.4-3-432 VIA OPORTO: • RESET OF BRICK SIDEWALK BETWEEN STOREFRONT ANO PU8UC ROW 3-440-3-4.46 VIA OPORTO: RESET OF BRICK SIDEWALK 8ETWEEN STOREFRONT AND PUBLIC ROW INSTALL GRAVITY SEWER LINE FOR FUTURE MARINA. IMPROVEMENT USE INSTALL GREASE INTERCEPTOR FOR BUILDING INSTALL NEW FIRE DEPARTMENT OCDA/FOC ADO STORM WATER TREATMENT VAULT REMOVE ANO REPLACE EXISTING BRICK PATIO AREA WITH WOOD DECK ~MAIN DECK'' 3-450 VIA OPORTO: RESET OF BRICK SIDEWAU< BETWEEN STOREFRONT ANO PUBLIC ROW INSTALL GREASE INTERCEPTOR FOR BUILDING REMOVE ANO REPLACE FIRE DEPARTMENT DCOAJFDC RELOCATE EX. WATER SERVICE CONSTRUCT VALET DROP-OFF AREA 3-434 VIA LIDO: RESET OF BRICK SIDEWAU< BETWEEN STOREFRONT AND PUBLIC ROW 40% CONSTRUCTION OF FOUNTAIN AREA: FOUNTAIN, RAISED PLANTER WALL VV\TH SEATS ANOI/.JOOD DECK RELOCATE DOMESTIC WATER SERVICE REPlACE PRIVATE STREET NORTH SIOEWAU< FOR COMPLIANT GRADES ADO RECESSED LANDSCAPE PLANTER BETWEEN SIDEWALK AND VEHICULAR WAY CONSTRUCT CURB RAMPS FOR SITE INTER-CONNECTIVITY 3700 NEWPORT BLVD.: REMOVE ANO REPLACE PARKING LOT PAVING TO JOIN TO CENTRAL AVE. AND PROVIDE ACCESSIBLE PATH OF TRAVEL • EX ADA PARKING RECONFIGURED FOR NEW STREET LAYOUT CENTRAL AVE. PUBLIC ROW: RECONFIGURE STREET LAYOUT TO ADD ANGLED PARKING ADO LANDSCAPING ALONG Vv'EST FACE CLOSE DRIVEWAY AT BUILDING 3636 RECONFIGURE CORNER AT INTERSECTION OF VIA LIOO, CENTRAL AVE ANO NEWPORT BLVD RECONFIGURE CORNER AT INTERSECTION OF CENTRAL AVE. ANO VIA OPORTO ADO CURB RAMP & CROSSWALK ON SOUTH CORNER OF INTERSECTION ADO INLETS TO CORRECT STREET DRAINAGE INSTALL STORM WATER TREATMENT VAULT z ~ Cl.. w I-u5 w C) ~ ...J 5 0 0 :::i .. 1--◄ I-- u :j n t!! w U) z 0 in ~ a: ~~~ C) gi"~1~~:. a:: I-_J le g,i--: a8 ':': >ou :J ::;f.f -:x:~r ~ ~g~ : ~~~ : '.:::? ~ s O ~ .. 0 ~ -t: -' 3 I 0 /: ~ IE ;;; m~2; ..,.8 .':! i~~ ~~g g~~~~~~ 2 OF 19 PLAN CHECK: 2612-2014 "' ~ .;; J.. ~ 6 ~ 1 > 0 C "§ :, 0 .,, ::, ., ... ~ :); ~ " go • e 0 <. " . .,, C i ]; E ! .;; ., ~ i ~ -.:;:_ ,;, 'I' J ___ ·'1'· _., -k L_L I/ ! I I -1 ·' APPRoXIMAit LJUIT l 1 / or REMOVAL j /, 9 // 1/ ~',-~/ ,, EX S/w AND C\JRB TO BE REMOVED D.EAN SAWCUT AT ~ IMPORTANT NOTICE ~ction 4216/4217 of the Government Code requires o Dig Alert identification Number be issued before o Permit to ExcoYOle wm be YOlid for )'OIJr Dig Alerl 10 Number Coll UNDERGROUND SERVICE ALERT 1-800-422-4133 ro, Underground Locating 2 Worir.ing Do)S before You Dig BLDG. 34/4(,j' BLOG rACE) T" VIA LIDO SURVEY & BENCHMARK BENCH MARK: J J/4° 0CS ALUMINUM BENCHMARK DISK STAMPED •u 1415 1988° NA.W88 El£VATION 9.196' -AOJUSTEOTOM.L.L.W.9.Sr BASIS OF BEARINGS. LEGAL BOUNDARIES & EASEMENTS: FUSCOE Al TA DATED 1·1l·13 fUSCOE ALTA POINT 10318 -fOJND GEAR SPIKE AND WASHER STAMPED "LS 6970" AT THE C.L B.C. Of >1A UDO, OPPOSIT[ #3400 V!A UDO -N 2172624.45, E 6050667,58 fUSCOE ALTA POINT NO. 13 -FOUND OJT 'x' ON SIDEWALi( AT THE N.E. CORNER Of CENTRAL AVE, AND V!A OPORTO -N 217JIJ9.45, E 60504J0.64 AD0lTIONI\L. PICK-UP/CONSTRUCTION TOPOGRAPHIC SUR'v£Y &: STAKING PREPARED BY WILLJAfd CARR PlS 5410 (r~~TRAL AYE~------------ NOTE: i (IN FEET) 1 INCM a Z0 rtET ,o ! CONTRACTOR SHALL REFER TO ARCHITECTURAL BUILDING PLANS FOR WORK ON AND IN BUILDINGS ~ 1. CC SHALL FIELD WALK STREET ANO PROVIDE UST, COST &: LOCATION or ALL SURFACE SITE rEATURES (LL S[\11:R C/0 COVERS, WATER & GAS METER BOXES, VAL VE COVERS) REQUIRING REPLACEMENT 'M-iEN ADJUSTED TO GRADE. 2. GC SHALL PROVIDE TRAFFIC CONTROL PLAN. J. GC TO COOROINA TE 111TH 01'.f<ER AND PUBLIC WORKS TO PHASE WORK ANO ~AINTAIN SITE ACCESS. 4. AC PAVEMENT ON CENTRAL AVE. TO BE REMOVED TO EXISTING BASE. EXISTING BASE TO BE EVALUATED AGAINST GEO-TECHNICAL PAVING RECOMMENDATIONS GC SHALL VERIFY FINDINGS Yi'ITH CEC AND OWNER PRIOR TO FULL SECTION REMOVAL 5. AU EX. BRICK REMOVED TO BE EVALUATED FOR RE-USE ON SITE PRIOR TO DISPOSAL. DEMOLITION NOTES OJ PROTECT IN PLACE. II} EXISTING LANDSCAPE TO BE REMOVED -GENERAL CONTRACTOR TO COORDINATE 111TH PUBLIC WORKS DEPARTMENT roR DISPOSITION or TREES AND WELL GRATES. [l} REl.401/E EXISTING FOUNTAIN. SAWCUT 1' BEYOND FOUNTAIN PERIMETER. @) EXISTING INLAID CONCRETE TRAFFlC MARKING TO BE REMOVED & INF'ILLEO WITH BRICKS TO 1.-lATCH EXISTING PATTERN. @) EXISTING ELECTRICAL BOLLARD TO BE REMOVED -GENERAL CONTRACTOR TO COORDINATE WITH PUBLIC WORKS DEPARTMENT FOR DISPOSITION. [I) APPROXIMATE SAWCUT UMIT FOR REMOVAL OF EXISTING CURB AND BRICK. [fil EXISTING STREET LIGHT TO BE REMOVED -GENERAL CONTRACTOR TO COORDINATE 111TH PUBLIC WORKS DEPARTMENT FOR DISPOSl110N, ~ EXISTING V-GUTTER TO BE REMOVED. l!g EXISTING FOUNTAIN TO BE REMOVED AND RELOCATED PER GRADING PLANS. GC TO COORDINATE 111TH 01'.f<ER FOR DISPOSITION or PUMP /CIRCULATION EQUIPMENT. [!] EXISTING roe AND UNDERGROUND DCDA TO BE REMOVED, COORDINATE WITH O'NNER FOR DISPOSITION. ~ REMOVE EXISTING STREET LIGHT COOR DINA TE 'MTH PUBLIC WORKS FOR DISPOSITION. ~ REMOVE EXISTING PARKING METERS COORDINATE WITH PUBLIC WORKS FOR DISPOSITION. ~ EXISTING PALM TREES (7) TO BE REMOVED. GC TO COORDINATE WITH MUNICIPAL OPERATIONS AND PUBLIC WORKS FOR DISPOSITION PRIOR TO REMOVAL. ~ EXISTING CATCH BASIN TO BE REMOVED. PROTECT EXISTING STORM DRAIN PlPE FOR USE IN CONNECTlON OF NEW STORM DRAIN PIPE. @I EXISTING 6" WATER LINE TO BE ABANDONED IN PLACE PER SEPARATE WATER LINE RELOCATION PLANS IIzl COORDINATE EXTENT or REMOVAL or EXISTING BRICK WALL 111TH 01'.f<ER. [j]j ABANDON EXISTING STORM DRAIN PIPE. REMOVE PORTIONS or PIPE THAT INTERFERE 111TH INSTALLATION or N[W CATCH BASINS, REMAINING PIPE TO BE PLUGGED OR SLURRY FILLED. LEGEND D APPROXJMATE AC REMOVAL, SE[ NOTE #4 HEREON. z ::i ll. z 0 ;:: ::i 0 ~ UJ Cl UJ C) ::i ...J > 0 Cl ::i - u ~s:i ~;~ ~g~ 0: s:z: ~i-~ 0 • « " gzi 3!~ u ,!: i .. ~ .3 "' w l§ 0 ~ ~ il: 0 z 3 OF 19 PLAN CHECK: 2612-2014 "' 0 N ..: 0 8 -r; ---------- -~~;~~-:;;~;~-Z:E • F SIGN SEE DETAIL SH-9 - MOUNT ON POST PER """ DHAJL 89C S>H3 LJ -fl 0 -, KEY MAP HTS IMPORTANT NOTICE Section ◄216/◄217 of the Government Code requires o Dig Alert identification Numb« be issued before o Permit to Excovole will be volid for your Dig Alert ID Number Coll UNDERGROUND SERVICE ALERT 1-800-422-4133 for Underground locating 2 Woning Doys before You Dig -------- VALET NAP J~ ~ -\-------,- 1 -~- ,-:~~~ -~\i~;;;)-~-·-·--· ·--s: 23 ~ • ~~ONSTR~~llON a~I~ OPORTO ROWit, -~--- ~ V ONC. QJRB '--,___ J. / /' RB PAINTED TRATTlC YELLOW TWO COAT MIN. AVING PER PLANS NOTE, SEE SITE PlANS fOR LOCATIONS OF LOADING SPACES/ZONES G)LOADING ZONE CURB DETAIL N.T.S. SURVEY & BENCHMARK· llENCHMARK: J J/◄" 0CS ALUMINUM BENOiMARK DISK STAMPED •u 1-415 1988° NAW88 El£VATION 9.196' -AOJUSTEDTOM.l.LW.9.5r BAS!S Of BEARINGS LEGAL BOUNDARIES & EASEMEITTS: FUSCOE AL TA DATED 1-13-13 FUSCOE AL TA POINT 10318 -FOJNO G£AR SPIKE ANO WASHER STAMP(O 0LS 6970" AT THE C.L. 8.C. Of" VIA UDO, OPPOSITE fJ-400 ....,,. UDO -N 2172624.45, E 6050667.58 FUSCOE ALTA POINT NO. lJ -FOUND CUT 'X' ON SIDEWALK AT THE N.E. CORNER Of CENTRAL A.t:. AND VlA OPORTO -N 2173139.45, E 6050430.64 ADDITIONAL PICK-UP/CONSTRUCTION T~OCRAPHJC SUR'V(Y & STAKING PREPARED BY .,UIAM CARR PLS 5410 7r /1 I / I I EXISTING BRICK TO BE RE-SET / D AT 1.5% MAXIMUM SLOPE. COURTYAAD AAf.A LAYOUT P£R flNAL T[N.VH BUILDING PLANS :N \ ~ ID -.J -'; r (IN f'([T) 1 INCH • 10 FEEi ~ FOUNTAIN AREA GJl1l{~ SLAB GRADES I D LEGEND: I STRfET SUB-SI.AB 7" PCC/6" AB SEE DETAJLS 88 & SC SHEET 7 DEO< SUB-SlAB 4· PCC 'MTH #3 16" 0-C BOTH WAYS TYPICAL BRICK PAVEMENT IN-flll -4" COMMON BRI0</6" PCC CONCRETE/◄" 0.ASS II BAS!: ALT, 7" PCC CONCRETE O.t:R SCAAIFIED AIID RE-COMPACTED NATI.t:. CONCR[l[ SUB.EC! TO TRAFrlC LOADING SHALL BE 520-A-3700 IAW SSIPv.l: APPROX1MATE LIMIT Of EXISTING BRICK PA'vtMENT TO BE RE-SE1 TO NEW GRADES SHO\\N ON PLANS CONCRETE SUB.EC! TO TRAFFlC LOADING SHAU. BE 520-A-3700 IAW SSPv.l: CONSTRUCTION NOTES: 0 PROTECT IN PLACE ® CONSTRUCT MODIFIED TYPE 8 CURB PER NEWPORT STD. 182-L 5" MIN. CURB FACE Q) PAINT YELLOW CURB WITH 020 MIN. LOADING" IN 'M-ilTE 4" HIGH LETTERING CENTERED AT EACH SPACE. 0 CONSTRUCT RAISED PLANTER PER LANDSCAPE PLANS, REF. SECTlON OT. 2 SHEET 9. ® CONSTRUCT RECESSED PLANTER SEE DETAIL 3 SHEET 9. PLANTING PER SEPARATE LANDSCAPE PLANS. © INSTALL WOOD DECK CROSSWALK PER LANDSCAPE PLANS. r PCC UNDER-SLAB W1TH #4 16" 0-C BOT!< WAYS. SEE DETAJL 8A, 8B. & BC ON SHEET 9. 0 CONSTRUCT 12" \\10E 520-A-3700 CONCRETE BANO. @INSTALL 6" A-2000 CONTECH PVC WATERTlGHT SO PIPE; BEDDING PER CITY Of' NEIWORT BEACH STANDARD 106-L. (2-SACK SLURRY ,r LESS THAN 1· COVER.) @INSTALL 12" A-2000 CONTECH PVC WATERTIGHT SO PIPE; BEDDING PER CITY Of NEWPORT BEACH STANOARO 106-L. (2-SACK SLURRY IF LESS THAN 1' COVER.) @coNSlRUCT BRICK PAVEMENT IN-FILL. 4" COMMON BRICK OVER 6'" PCC SLAB W/4'" CLASS BASE. EXISTING SOIL TO BE SCARIFIED (12" MIN.) ANO RE-COMPACT PER GEO-TECH. RECOMMENDATIONS. SEE DETAIL 5A SHEET 9. @CONSTRUCT BRICK PAVEMENT IN-FILL 4'" COMMON BRICK OVER 4'" PCC SLAB. EXISTING SOIL TO BE SCARIFIED (12" MIN.) AND RE-COMPACT PER GEO-TECH. R[COMMENOATlONS. SEE DETAIL 5B SHEET 9. @) CONSTRUCT v-cumR PER DETAIL 9 SHEET 9 MATCH EX. 1110TH. GC TO JOIN [XISTlNG FLOYruNES ANO MAINTAIN POSlTIVE DRAINAGE. @coNSTRUCT RAISED CURB PLANTER SEE DETAIL 4 SHEET 9. PLANTING PER SEPARATE LANDSCAPE PLANS. e CONSTRUCT WOOD DECK PER L/S PLANS SH. L-20. 6" PCC 520-C-3000 SUB-SURFACE SLAB 111TH 84 16" 0 -C EACH WAY. @RESET BRICK WALK SEE DETAIL 5C SHEET 9. SEE ARCHITECT PLANS FOR COLOR ANO PATTERN. FINlSHED GRADE NOT TO EXCEED 2% CROSS-SLOPE OR 5% IN OIRECTlON OF TRAVEL DOOR ENTRIES ANO LEVEL LANDING NOT TO EXCEED 2% ANY DIRECTION. @cc TO INTERCEPT EX. so (FIELD VERIFY LOCA TlON ANO DEPTH NOTlFY CEC OF ANY DISCREPANCIES.) INSTALL BENDS AND FITTINGS AS REQUIRED TO MAKE CONNECTION. @coNSTRUCT MODIFIED CURB RAMP PER OTY OF NEY.PORT BEACH STD. 181-L-A. @BUILDING FACADE ADJUSTMENT SEE DETAIL 7 SHEET 9. @EXISTING BUILDING UTILITY POC ADJUSTMENT SEE DETAIL 6 SHEET 9. @sEE LANDSCAPE PLANS FOR PLANTER, POCKET, ANO/OR TREEWELLS ANO PLANTING. @PROPOSED STREET LIGHT (SEE LT-At.7.1.) BASE PER DETAIL ON SHEET 98.26' MAX HEIGHT. @RE-SET AND INSTALL BRICK PARKU:T SURF"ACE 2% SLOPES. FURNISHINGS & LANDSCAPING PER SEPARATE PLANS. @PA\'CMENT "STOP" MARKING TO 8[ SAWCUT IN .'.ND CONSTRUCTtO PER NOTE 7 INFO. SIZE SHAP[ TO CONfORM TO STANDARD PL.'.NS PUBLIC WORKS C~STRUCTION SID. 171 @CONSTRUCT DIVERSION MANHOLE ON EXISTING 15'" SO LINE PER WOMP PLAN SHEET 16. @ 1NSTAU ._. A-2000 CONTECH PVC H-20 TRAfFlC RATED SO PIPE. BEDDING PER CITY 0:-NE'ffPORT STANDAAD 106-L (2-SACK SLURRY BACKFlLL IF LESS THAN 1' CO.t:R.) @ 1NSTAU UNDERGROUND WATER OUAUTY TREATMENT UNIT PER WOMP PLAN SHEET 16. RE-SH BRICK AS NECESSARY TO .K)tN EX. SURFACE. @ ADJUST TO FINISHED GRADE @CONSTRUCT 4" THICK P.C.C. SIDEWALK PER CITY OF NEIWORT BEACH STO 1BO-L. SEE ARCHITECT PLANS FOR COLOR ANO PATTERN FINISHED GRADE NOT TO EXCEED 2,: CROSS-SLOPE OR 5,: IN DIRECTION or TRAVEL. DOOR ENTRIES ANO LEVEL LANDING NOT TO EXCEED 2% ANY 01RECT10N. @CONSTRUCT MODIFIED CURB RAMP PER OTY OF NEY.PORT BEACH STD. 181-L-B, CASE H, PER ELEVA TlONS HEREON @ INSTALL TRUNCATED DOMES (3' MIN. DEPTH FULL WIDTH) PER CITY OF NEWPORT BEACH STO. 181 NOTE 15. (DOMES SHALL BE INSTALLED 6" MAX. FROM CURB FACE) ® APPROXIMATE LIMIT Of SAWCUT. @) GRIND & OVERLAY EX. AC PAVEMENT. CONTRACTOR TO ENSURE FINISHED GRADE NOT TO EXCEED 2l; CROSS-SLOPE OR 5l; IN DIRECTION OF TRAVEL Yt'ITHIN ADA PA TH. @CONSTRUCT MOOIFIED P.C.C. CURB PER CITY OF NEIWORT BEACH STO. 1B2-L. TYPE B. CURB SHALL TRANSITIOO FROM ON TO 6" PER ELEVATIONS HEREON. MAXIMUM SLOPES OF ADJOINING GUTTER, THE ROAD SURF ACE IMMEDIATELY ADJACENT TO THE CURB ANO CONTINUOUS PASSAGE TO THE CURB SHALL NOT EXCEED 5 PERCENT 'WITHIN ◄FT OF THE TOP OR BOTTOM OF CURB (TOP OF CURB SHALL NOT EXCEED 5 PERCENT). @CONSTRUCT 7" PCC CROSSWAU< OVER SCARIFlEO ANO RE-COMPACTED NATIVE PER GEO-TECH RECCOMENOAT10NS USE 520-A-3700 CONCRETE 111TH 6X6 10/10 WELDED \\1RE MESH. DOWEL INTO EXISTING CONCRETE SPANOREL 18'" ON C-C WITH 12" #4 BAR USE SIMPSON ET EPOXY. PAINT 1' \\10E WHITE STRIPE (2 COAT MIN) AT EDGES. @ INSTALL PARKING STALL LIMIT DESIGNATION W1TH 4• VYHITE THERMOPLASTIC MARKING 2'X2' TEE OR 2'X1' "L" AS SH0\11'1 ON PLANS (2' MIN. PERPENDICULAR TO CURB.) ® SEE SEPARATE SITE FURNISHING PLAN (FURNISHING SHALL NOT IMPEDE 48" MIN. CLEAR ALONG PATH OF TRAVEL) t'!.QIL CONTRACTOR TO FIELD VERIFY JOIN ELEVATION AND NOTIFY ENGtNEER Of ANY DISCREPANCIES PRIOR TO THE START OF CONSTRUCTlON. GC TO POTHOLE EX. UT1UTIES AT POINTS or CONNECTlON ANO UllUTY CROSSINGS PRIOR TO COMMENCING WORK. NOTIFY CEC IF ANY DISCREPANClES. All GRAVITY FlOW PIPE SHALL BE INSTALLED BEGINNING AT POC 'WITH EXISTING FACILITIES. ALL EXISTlNG SURFACE UllUTY VAULT LIDS, MANHOLE RIMS, CLEANOUTS, PULL-BOXES, ANO METER BOXES TO BE ADJUSTED TO FINAL FINISHED GRADE ANO CONFORM TO MIN. SLOPE REQUIREMENTS. CC TO COORDINATE 'MTH QY,,NER FOR ANY SURFACE FEAnJRES REQUIRING REPLACEMENT. 2-SACK SLURRY-CONTROL LOW STRENGTH MATERIAL TO BE 188-E-100. LANDSCAPING SH0\11'1 ON THESE PLANS ARE FOR REFERENCE ANO FINAL TYPES ANO LOCATIONS SHALL BE PER SEPARATE LANDSCAPE PLANS. ALL RE-SET BRICK TO RECEIVE WET SAND/POWERWASH CLEAN FINISH. "0 ~ 00 ;;,. 00 I,., • c.= C. ~ <~ c~ ·-u ~ 0 l-o:: 0 a. 0 <t'. I 'S ;;: I 3: ci I--◄ I-- > - w < z 1/) O Z ~ ~ 5 5 ~ UJ w "' 0 g {~ H 11 ~ ~ ii ~ F> i~ H * !{ ~8 4 OF 19 PLAN CHECK: 2612-2014 EX. WLlllNG EX. I'. TO REMAIN EX. 8RIQ( WAU< RE-SET 2% MAX KEY MAP ITTS IMPORTANT NOTICE Soc:tlon 4216/4217 of the Gowmment Code req.ii'es Cl D!9 Alert ldentifieoUon Number be IS!Ued before o P9"Tilt to Excowte will be ~lld F« )IOI.Ir Dig Ahrt ID Nurnl>a' Coll UNDERGROUND SERVICE ALERT 1-B00-422-4133 For Undrg,ound Locotr\g 2 Woritrlg Doy, before You Dig 8.5' I 4' OAOWAY SURVEY & BENCHMARK: 24' le' SENCHIIARK: J J/4• OCS ALUMINUM OCHCHMARK DISK STAMPED •u 1415 1988" NA\ll88 ELEVATION 9.196' -ADJUSTEOTOM.l.LW.9.51' BASIS Of BEARiNGS1 LEGAi.. BOUNDARIES & EASEMENTS: FUSCOE ALTAOATEO 1-13-13 F\JSCCE ALTA POINT 10318 -FOUND GEAR SPII([ ANO WASHER STAMP[IJ "LS 6970" AT THE C.L B.C. OF \IA LOO, OPPOSTE fJ400 'M LOO -N 2172624.45, E 6050667.58 FIJSCCE ALTA POINT NO. 13 -FOUND CUT ')(' ON SIOEWAU< AT THE N.E. CORNER OF CENTRAL AVE. ANO \IA OPORTO -N 2173139.45, E 6050430.64 ADDITIONAL PIQ(-UP /CONSTRUCTION TOPOGW'HIC SURITT & STAKING PREPARED BY \IIWAM CARR PLS 5410 e I (IN FID) 1 INCH • 10 f"EET ----6.fr L. ·-'---"+l-::;Z..~~ ----1 STREET SUB-SlAS 1· r><:.C/6" AD CROSSWALK SEE OCTALS 88 & 8C SHEET 7 OECIC SUS-SlAS 4" PCC @gij-SLAB GRADES 'MTH fJ 16" 0-C BOTH WAYS r CONSTRUCTION NOTES: 0 PROTECT IN PLACE ® CONSTRUCT MOOIFIED m>E B CURB PER NEIIPORT STO. 182-L ~• MIN. CURB FACE 0 PAINT 'YELLOW CURB \\HH "20 MIN. LOADING" IN \\HITE 4" HIGH LETTERING CENTERED AT EACH SPACE. 0 CONSTRUCT RAISED PLANTER PER LANDSCAPE PLANS, REF. SECTION OT. 2 SHEET 9. © CONSTRUCT RECESSED PLANTER SEE DETAIL 3 SHEET 9. PLANTING PER SEPARATE LANDSCAPE PLANS. © INSTALL WOOD DECK CROSSWALJ< PER LANDSCAPE PLANS. 7" PCC UNOER-SLAIB '111TH f4 16" 0-C BOTH WAYS. SEE DETAIL BA, 88, &; 8C ON SHEET 9. 0 CONSTRUCT 12" 'lllOE 520-A-3700 CONCRETE BAND. © INSTALL 6" A-2000 CONTECH PVC WATERTIGHT SO PIPE; BEDDING PER CHY OF NEIIPORT BEACH STANDARD 106-L (2-SACK SLURRY IF LESS THAN I' COVER.) © INSTALL 12" A-2000 CONTECH PVC WATERTIGHT SO PIPE; BEDDING PER CITY OF NE\\PORT BEACH STANDARD 106-L (2-SACK SLURRY IF LESS THAN 1' COVER.) @) CONSTRUCT BRICK PAVEMENT IN-FILL 4" COMMON BRICK 01/ER 6" PCC SLAB W/4" CLASS BASE. EXISTING SOIL TO BE SCARIFIED (12" MIN.) ANO RE-COMPACT PER GEO-TECH. RECOMMENDATIONS. SEE DETAIL 5A SHEET 9. @CONSTRUCT BRICK PAVEMENT IN-FILL 4" COMMON BRICK 01/ER 4° PCC SLAB. EXlSTING SOIL TD BE SCARIFIED (12• MIN.) ANO RE-COMPACT PER GEO-TECH. RECOMMENDATIONS. SEE DETAIL 5B SHEET 9. @coNSTRUCT V-GUTTER PER DETAIL 9 SHEET 9 MATCH EX. '1110TH. GC TO JOIN EXlSTING FLO'M..INES ANO MAINTAIN POSITIVE DRAINAGE. @) CONSTRUCT RAISED CURB PLANTER SEE DETAIL 4 SHEET 9. PLANTING PER SEPARATE LANDSCAPE PLANS. @CONSTRUCT WOOD DECK PER L/S PLANS SH. L-20. 6° PCC 520-C-JOOO SUB-SURFACE SLAB '111TH 14 16" 0-C EACH WAY. @RESET BRICK WALK SEE DETAIL ~ SHEET 9. SEE ARCHITECT PLANS FOR COLOR ANO PATTERN. FINISHED GRADE NOT TO EXCEED 2:tt: CROSS-SLOPE OR 5ll IN DIRECTION OF TRAVEL DOOR ENTRIES ANO LEI/EL LANDING NOT TO EXCEED 2:tt: ANY DIRECTION. @cc TO INTERCEPT EX. SD (FIELD VERIFY LOCATION ANO DEPTH NOTIFY CEC OF ANY DISCREPANCIES.) INSTALL BENDS ANO FITTINGS AS REQUIRED TO MAKE CONNECTION. @coNSTRUCT MOOIFIED CURB RAMP PER CITY OF NEIIPORT BEACH sm. 181-L-A. @ BUl~NG FACADE ADJUSTMENT SEE DETAIL 7 SHEET 9. @EXlSTING BUILDING UTILITY POC ADJUSTMENT SEE DETAIL 6 SHEET 9. @) SEE LANDSCAPE PLANS FOR PLANTER, POCKET, ANO/OR TREEWELLS ANO PLANTING. @ PROPOSED STREET LIGHT (SEE LT-Al.7.1.) BASE PER DETAIL ON SHEET 9B.26' MAX HEIGHT. @RE-SET ANO INSTALL BRICK PARKLET SURFACE 2:tt: SLOPES. F\JRNISHINGS &; LANDSCAPING PER SEPARATE PLANS. @PAVEMENT "STOP" MARKING TO BE SAWCUT IN ANO CONSTRUCTED PER NOTE 7 INFO. ~zr SHAPE TO CONFORM TO STANDARD PLANS PUBUC M:f!KS OONSTRUCTION STO. 171 @CONSTRUCT DIVERSION MAN HOU ON rnsnNG 15" SO LINE PER WOIIP PLAN SHEET I 6. @ 11STALL 4" A-2000 CONTECH PYC H-20 TRAFFIC RATED SO PIPE. BEOOING PER QTY OF NEVIPORT STANDARD 106-l (2-SACl< SLURRY BACICFlLL IF LESS THAN I' COVER.) @ 11sTALL UNOERGROJNO WATER OUAUTY TREATMENT UNIT PER WOIIP PLAN SHEET 16. RE-SET BRIC!< AS NECESSARY TO JOIN EX. SURF ACE. @ ADJUST TO FINISHED GRADE @) CONSTRUCT •• THICK P.C.C. SIOEWALJ< PER QTY OF NEIIPORT BEACH sm 180-L SEE ARCHITECT PLANS FOR COLOR ANO PATTERN. FINISHED GRADE NOT TO EXCEED 2ll CROSS-SLOPE OR 5:tt: IN DIRECTION OF TRAVEL DOOR ENTRIES ANO LEVEL LANDING NOT TO EXCEED 2ll ANY DIRECTION. @) CONSTRUCT MOOIFIED CURB RAMP PER CITY OF NE\\PORT BEACH sm. 181-L-B, CASE H, PER ELEVATIONS HEREON. @) INSTALL TRUNCATED DOMES (3' MIN. DEPTH F\JLL \\lDTH) PER QTY OF NE\\PORT BEACH sm. 181 NOTE 15. (DOMES SHALL BE INSTAU£D s· MAX. FROM CURB FACE) ®APPROXIMATE UMIT Of SAWCUT. @ GRIND & OVERLAY EX. AC PAVEMENT. CONTRACTOR TO ENSURE FINISHED GRADE NOT TO EXCEED 2:tt: CROSS-SLOPE OR 5:tt: IN DIRECTION OF TRAVEL \\lTHIN ADA PATH. @ CONSTRUCT MOOIFIED P.C.C. CURB PER QTY OF NE\\PORT BEACH STD. 182-L, n>'E B. CURB SHALL TRANSITION FROM o• TO 6" PER ELEVATIONS HEREON. MAXlMUM SLOPES OF ADJOINING GVTTER, THE ROAD SURFACE IMMEDIATELY ADJACENT TO THE CURB ANO CONTINUOUS PASSAGE TO THE CURB SHALL NOT EXCEED 5 PERCENT \\lTHIN 4FT OF THE TOP OR BOTTOM OF CURB (TOP OF CURB SHALL NOT EXCEED 5 PERCENT). @CONSTRUCT 7• PCC CROSSWALK 01/ER SCARIFIED ANO RE-COMPACTED NATIVE PER GEO-TECH RECCOMENDATIONS USE 520-A-3700 CONCRETE '111TH 6X6 10/10 WELDED \\lRE MESH. DOWEL INTO EXISTING CONCRETE SPANOREL 18" ON C-C \\lTH 12" #4 BAR USE SIMPSON ET EPOXY. PAINT I' 'lllDE \\HITE STRIPE (2 COAT MIN) AT EDGES. @ INSTALL PARKING STALL LIMIT DESIGNATION '111TH 4• \\HITE THERMOPLASTIC MARKING 2'X2' TEE OR 2'XI' "L" AS SHOWN ON PLANS (2' MIN. PERPENDICULAR TO CURB.) "Cl ~ ... 00 QO ,_ . i:. Q i:. ~ <~ .OQ .... ~ u f.i a ~ ~ - < ~& u 'B ~3 < :.-~ E ~ ~l I--◄ I-- @ SEE SEPARATE SITE F\JRNISHING PLAN (F\JRNISHING SHALL NOT IMPEDE 48" MIN. CLEAR ALONG PATH OF TRAVEL) °' t::!QIE;__ w CONTRACTOR TO FlELO ~RIFY JOIN ELEVATION ANO NOTIFY ENGINEER OF ANY ! DISCREPANCIES PRIOR TO THE START OF CONSTRUCTION. ~ GC TO POTHOLE EX. UTILITIES AT POINTS OF CONNECTION ANO UTILITY CROSSINGS PRIOR TO w " X ~ in (/) z 0 ci5 > w "' d z jj H Il g ii b ~~ IR i! COMMENCING WORK. NOTIFY CEC IF ANY DISCREPANCIES. ~ ALL GRAVITY FLOW PIPE SHALL BE INSTALLED BEGINNING AT POC 'MlH EXISTING FAOUTIES . .,._._, _____ ~c ALL EXISTING SURFACE UTILITY VAULT LIDS, MANHOLE RIMS, CLEANOUTS, PULL-BOXES, ANO METER BOXES TO BE ADJUSTED TO FINAL FINISHED GRADE ANO CONFORM TO MIN. SLOPE ;! ,. ~ ~ ! REQUIREMENTS. GC TO COORDINATE lllTH OWNER FOR ANY SURFACE FEATURES REQUIRING I 2; o ,-.. REPLACEMENT. llj 2? .. • ~ 5, 2-SACK SLURRY-CONTROL LOW STRENGTH MATERIAL TO BE 188-E-100. •• J, iiJ 5"' .. LANDSCAPING SHOYIN ON THESE Pt.ANS ARE FOR REFERENCE ANO FINAL TYPES ANO ~ W ~ W iii W ~ LOCATIONS SHALL BE PER SEPARA1£ LANDSCAPE PLANS. ~ ~ 5 ~ ~ ~ Q ALL RE-SET BRICK TO RECEIVE WET SANO/POWERWASH CLEAN FlNISH. nl'IC.Al BRIC!< PAVEMENT IN-FlLL 4• COMMON IRCIC/6" PCC CONCRETE/4" CLASS I BASE ALT, r PCC CONCRETE OVER SCARFIED ANO RE-COMPACTED NATIVE. CONCRETE SUB.ECT TO TRAFFIC LOADING SHALL BE 52o-A-3700 IAW SSPIIC APPROXIMATE l.lllT OF EXISTING IRCl< PAVEMENT TO BE RE-SET TO NEW GRADES SHOYIN ON PLANS CONCRETE SUB.ECT TO TRAfflC LOADING SHALL BE 520-A-3700 IAW SSPIIC 5 OF 19 PLAN CHECK: 2612-2014 "" 0 N I IMPORTANT NOTICE Section 4216/4217 of the Gowmm«it Code requi'es o O!g Alert idenUficotion Nt.mtw be Issued btfort o Permit to ExcG'#Ote will be YOlid For )O.Jr Dig Alert ID Nurnb9' Coll UNDERGROUND SERVICE ALERT 1-800-422-4133 fa" Underground Locotllg 2 Yt'ori<ng Doy, befcre You Oig \~---ff---:: -7-:---=.. ~ ~ ~( l. ' +;-J ----===-\-- -~-- COl<NECT TO EX. 1~ SO Yt'/~CT. PER SPPWC-332-2 CASE 3 /-·- _/ I~ STREET SUB-SLAB 7• PCC/6" AB CROSSWALK SEE OETAJLS 88 & 6C SHEET 7 G:,il-!.Q SLAB GRADES SURVEY & BENCHMARK: ~ J 3/4" OCS ALUMINUM BENaiMARI< OISI( STAMPED "U 1415 1988• NA.W88 El£VA1lON 9.196' -ADJUSTEDTOM.L.LW.9.57' BASIS OF BEARINGS. LEGAL BOUNDARIES& EASEMENTS: FUSCOE ALTA DATED 1-ll-13 FUSCOE ALTA POINT 10318 -FOUND GEAR Sl'IKE AND WASHER STAMPED "LS 6970" AT lliE c.L B.C. OF \1A l.llO, OPPOSITE #3400 \1A l.llO -H 2172624.45, E 6050667,58 FUSCOE ALTA POINT HO. 13 -FOUND CUT 'X' ON SIOEWALK AT lliE N.E. CORNER Of CENTRAL AVE. AND \1A OPORTO -N 2173139.45, E 6050430.64 ADDITIONAL PICK-UP /CONSTRUCTION TDPOCRAPHIC SURVEY & STAKING PREPARED BY 'IIWAM CARR PLS 5410 NAP (FFE: :t9.5J SEE DETAIL E BELOW FOR RAMPS ',. ~':\ 9.04FS .. )Xr , 9.06FS. ( ::::J....'...-,.i...,.,;~-~===lf=!c •' tis -" L, V=I' ~ ~ ~¾', . ---.:,, . ., ~--INSTALL BROOKS 1818 • • PRE-CAST DROP INt.g.,,,. ,_ . ..k, SEE OETAJL SH-~ G:Ji~-~M DRAIN a I I :L I I I I I I I I I I I #.:. I *~~-l:::':"'.:~~F-7:F_\ i- 7fl ~ i· I I "'t CONSTRUCTION NOTES: 0 PROTECT IN PLACE @CONSTRUCT MOO!FIEO TYPE 8 QJRB PER NEWPORT STD. 182-L ~• MIN. C\JR8 FACE 0 PAINT YEU.OW CURB VilTH "20 MIN. LOADING" IN \/,HITE 4" HIGH LETTERING CENTERED AT EACH SPACE. 0 CONsmucT RAISED PLANTER PER LANDSCAPE PLANS, REF. SECTION OT. 2 SHEET 9. © CONsmucT RECESSED PLANTER SEE DETAIL 3 SHEET 9. PLANTING PER SEPARATE LANDSCAPE PLANS. © INSTAU. WOOD DECK CROSSWAI.J< PER LANDSCAPE PLANS. 7" PCC UNDER-SLAB \'ilTH f4 16" 0-C BOTH WAYS. SEE DETAIL BA, 88, & BC ON SHEET 9. 0 CONsmucT 12· VilOE 520--A-3700 CONCRETE BANC. ©tNSTAl1. 6" A-2000 CONTECH PVC WATERTIGHT SO PIPE; BEDDING PER QTY or NE\\PORT BEACH STANDARD 106-L (2-SACK SLURRY IF LESS THAN 1' co=.) (v lNSTAU. 12" A-2000 CONTECH PVC WATERTIGHT SO PIPE: BEDOING PER QTY OF NE\\PORT BEACH STANDARD 106-L (2-SACK SLURRY IF LESS THAN 1' co=.) @cONsmucT BRICK PAVEMENT IN-FlLL 4• COMMON BRICK OVER 6" PCC SLAB W/4" CLASS BASE. EXJSTING SOIL TO BE SCARIFlED (12" MIN.) ANO RE-COMPACT PER GEO--TECH. RECOMMENDATIONS. SEE DETAIL 5A SHEET 9. @cONsmucT BRICK PAVEMENT IN-FlLL 4• COMMON BRICK OVER 4• PCC SLAB. EXISTING SOIL TO BE SCARIFlED (12" MIN.) ANO RE-COMPACT PER GEO-TECH. RECOMMENDATIONS. SEE DETAIL 58 SHEET 9. @cONsmucT V-GUTTER PER DETAIL 9 SHEET 9 MATCH EX. VilOTH. GC TO JOIN EXISTING FLOV.UNES ANO MAINTAIN POSITIVE DRAINAGE. @cONsmucT RAISED CURB PLANTER SEE DETAIL 4 SHEET 9. PLANTING PER SEPARATE LANDSCAPE PLANS. @CONSTRUCT WOOD DECK PER L/S PLANS SH. L-20. 6" PCC 520-C-3000 SUB-SURFACE SLAB VilTH #4 16" 0--C EACH WAY. ''-@) RESET BRICK WALK SEE DETAIL 5C SHEET 9. SEE ARCHITECT PLANS FOR COLOR ANO PATTERN. FlNISHED GRADE NOT TO EXCEED 2~ CROSS-SLOPE OR 5~ IN DIRECTION OF TRAVEL DOOR ENTRIES AND LEVEL LANDING NOT TO EXCEED 2~ ANY DIRECTION. z U) 0 Z ;:: 0 !i ~ a: E DETAIL F LOW FOR TRANSITION @cc TO INTERCEPT EX. so (FlELO VERIFY LOCATION ANO DEPTH NOTIFY CEC or ANY DISCREPANOES.) INSTAl1. BENDS ANO FlTTINGS AS REQUIRED TO MAKE CONNECTION. ~ @CONSTRUCT MOOIFlEO CURB RAMP PER QTY OF NEWPORT BEACH STO. 181-L-A. 1- A -.! ' ------------@) BUILDING FACADE ADJUSTMENT SEE DETAIL 7 SHEET 9. @EXISTING BUILDING UTILITY POC ADJUSTMENT SEE DETAIL 6 SHEET 9. LINE j / ~><-- El<JSTING V-GUTTER TO BE REMOVID AND REPLACED. GC TD FlELD FlT TRANSITION FROM NEW DROP INLET TO EDGE Of CONCRETE WALK ~ . 'J:f., _/ ~gi~ :: jiXA~ fl rs @SEE LANDSCAPE PLANS FOR PLANTER, POCKET, ANO/OR TREEWEU.S ANO PLANTING. @ PROPOSED STREET LIGHT (SEE LT-Al.7.1.) BASE PER DETAIL ON SHEET 98.26' MAX HEIGHT. @RE-SET ANO INSTAl1. BRICK PARKLET SURFACE 2,0: SLOPES. FURNISHINGS & LANDSCAPING PER SEPARATE PLANS. @ PA"91ENT "STOP" MARKING TO BE SAWCUT IN AND CONSTRUC18l PER NOTE 7 INFO. SIZE SliAPE TO COl<FORW TO STANDARD PLANS PUBLIC Y«JRKS COl<STRUCTION STO. 171 @cooSTRUCT Dl\£RSION MANHOLE ON Ell511NG 15" SO LINE PER WQMP PLAN SliEET 16. @) INSTALL 4" A-2000 COl<TEQi P'IC H-20 TRAmC RA18l SO PIPE. BEDDING PER OTY OF ND\PORT STANDARD 106-L (2-SACK SLURRY BACKFlLL IF LESS THAN 1' COVER.) ® 11sTALL UNDERGROUND WATER OUAUTY mEATMENT UNIT PER Y,QMP PLAN SliEET 16. RE-SET BRICK AS NECESSARY TD JOIN EX. SURFACE. ,@ADJUST TO FlNISHEO GRADE @ CONSmUCT 4• THICK P.C.C. SIDEWAlK PER QTY OF NEWPORT BEACH STO 1BO--L SEE ARCHITECT PLANS FOR COLOR ANO PATTERN. FlNISHED GRADE NOT TO EXCEED 2~ 0:: CROSS-SLOPE OR 5X IN DIRECTION OF TRAVEL COOR ENTRIES ANO LEVEL LANDING NOT TO W EXCEED 2~ ANY DIRECTION. Z @)CONSmucT MOOIFlED CURB RAMP PER OTY OF NE\\PORT BEACH STO. 181-L-8, CASE H, PER ELEVATIONS HEREON. @ INSTAU. TRUNCATED DOMES (3' MIN. DEPTH FUU. VilOTH) PER OTY OF NEWPORT BEACH STO. 181 NOTE 15. (COMES SHAl1. BE INSTAl1.ED 6" MAX. FROM CURB FACE) @ APPROXlMATE LIMIT or SAWCI.IT. @ GRIND & 0-LAY EX. AC PAVEMENT. CONTRACTOR TO ENSURE FlNISHEO GRADE NOT TO EXCEED 2:1 CROSS-SLOPE OR 5X IN OIRECTION OF TRAVEL VilTHIN ADA PATH. @ CONsmucT MOOIFlED P.c.c. CURB PER OTY OF NE\\PORT BEACH STO. 182-L. TYPE 8. CURB SHAl1. TRANSITION FROM o• TO 6" PER ELEVATIONS HEREON. MAXIMUM SLOPES OF ADJOINING GUTTER, THE ROAD SURFACE IMMEOIATELY ADJACENT TO THE CURB ANO CONTINUOUS PASSAGE TO THE CURB SHAl1. NOT EXCEED 5 PERCENT VilTHIN 4FT OF THE TOIP OR BOTTOM OF CURB (TOP OF CURB SHAU. NOT EXCEED 5 PERCENT). 0:: 0 I:' u .. >-~ M ~ W .J8~ J, j §~3 w ~ <( "•Ii" (9 ll; I 8~~~ ::j .., f ~ ~t~, :! ! ... zi ~ ~ ggf; >o5 r 0 ~~~ ~ ~~~ s; o -o:::;!;e ~ ::J ~ 4:>~ 1 <( ~ :::: i:; 0 > ~ 0 z ~ ~ 0 V-GUTTER & ~BQSSWALK JBANSIJIQN 1- @CONSmUCT 7" PCC CROSSWALK o= SCARIFlED ANO RE-COMPACTED NATIVE PER GEO-TECH RECCOMENOATIONS USE 520--A-J700 CONCRETE V.,TH 6X6 10/10 YIEI.OEO VilRE MESH. DOWEL INTO EXJSTING CONCRETE SPANOREL 18" ON C-C VilTH 12• f4 BAR USE SIMPSON ET EPOXY. PAINT 1' VilOE 11\i!TE STRIPE (2 COAT MIN) AT EDGES. @ INSTAl1. PARKING STAl1. LIMIT DESIGNATION VilTH 4• 11\ilTE THERMOPLASTIC MARKING 2'X2' TEE OR 2'X!' "L" AS SHOY,N ON PLANS (2' MIN. PERPENDICULAR TO CURB.) od ~ :J 0 .3 l-o:: ® SfE SEPARATE SITE FURNISHING PLAN (FURNISHING SHAl1. NOT IMPEDE 48" t.llN. CL.EAR ALONG PATH OF TRAVEL) M.QIE;_ CONm ACTOR TO FlELD VERIFY JOIN ELEVATION ANO NOTIFY ENGINEER OF ANY OISCREPANOES PRIOR TO THE START OF CONSTRUCTION. GC TO POTHOLE EX, UTILITIES AT POINTS or CONNECTION ANO UTILITY CROSSINGS PRIOR TO COMMENQNG WORK. NOTIFY CEC IF ANY OISCREPANC1ES. AU. GRAVITY FLOW PIPE SHAl1. BE INSTAl1.EO BEGINNING AT POC VilTH EXISTING FAClLITIES. Al1. EXISTING SURFACE UTILITY VAULT LIDS, MANHOLE RIMS, CLEANOUTS, PULL-BOXES, ANO METER BOXES TO BE ADJUSTED TO FlNAL FlNISHED GRADE ANO CONFORM TO MIN. SLOPE REQUIREMENTS. GC TO COORDINATE VilTH 01\NER FOR ANY SURFACE FEATURES REQUIRING REPLACEMENT. 2-SACK SLURRY-CONmOL LOW STRENGTH MATERIAL TO BE 18B-E-100. LANDSCAPING SHOY,N ON THESE PLANS ARE FOR REFERENCE ANO FlNAL TYPES ANO LOCATIONS SHAl1. BE PER SEPARATE LANDSCAPE PLANS. Al1. RE-SET BRICK TO RECEIVE WET SANO/POWERWASH CLEAN FlNISH. TWICAL BRICK PAl,fl,IENT IN-FlLL 4• COMMON IJlfCK/6" PCC COl<CRETE/4" CUSS I BASE ALT: r PCC COl<CRETE OVER SCARfF1ED AND RE-ctM'ACTED NATI\!:. CONCRETE SUB..ECT TO TRAmC LOADING SliALL BE 520-A-3700 IAW SSPWC APPRO~MATE I.J,l!T OF E~STING IJlfCK PAl,fl,IENT TO BE RE-SET TO NEW GRADES SHOfllN ON PLANS COl<CRETE SUB.ECT TO TRAmC LOADING SHALL BE 520-A-3700 !AW SSPWC 0 Cl.. 0 ~ <( I > ~ it' D 8' 6 OF 19 PLAN CHECK: 2612-2014 II II II II 'I PRCPOSm LOCATION FOR Pl.ACEMENT Of WAUlHCRIZfD \tHCli PARKED IN ADA STALL' 9GHAGE PER cac I 118-502.8 SEE ARCH.I Pl.ANS Fa< [ nNAL LOCATlONT _AN) MOU~G _ -. --~ - I .LIMIT Of (8 49 NOTE: SEE RAMP DETAIL 'A" HEREON I ·-t CRINO ol: 0\0lLAY -v~oo~~~ -:r.L£. ... , ~ __ _l . PARKING SlRUCTlJRE RAMP&IMPROVEMENTS ()~ a I , I I -I, I I ·'1 I I II I I Ir ti ! II II LI '""Er'' • ·11 ,,_JI SEE RAMP D~:~ 1· ~ 'B' HEREON I 28 0 • '' EXIS CKET'TO BE ,·._ IN·Rll.EO \\\Tl< SIDEWALK 'i -~ -·-· "·. - IMPORTANT NOTICE Soeilon 4216/4217 or the Go,emment Code requira o D!g Nert kfentificoUon Na.mber be in.Jed blfore 0 Permit to Excawte •II be 'IQid For your Olg IJ<rt ID N..,,be, Cdl UNDERGROUND SERVICE ALERT 1-800-422-4133 For Underground Looolilg 2 Wor):1'19 0o)6 before You 019 SURVEY I IENOeWtl<: ~ J J/4" OCS ALUMINUM 8ENQtjARK DISK STAlff!J "U 1415 19SII" NA\088 El.£VATlON 9.198' •HUJSlBlTOlil.LW.11.57' BASIS OF IEARNIB, LEGAL 8QLIO,RE8 & EASEJe'TSi PJ8Cq ILTAMTED 1-1S.13 FUSCOC ALTA PDINT 10J18 -FOUND CENl SPIKE ANO WASHER STAMPED '\.s 6970" AT lllE C.L 8.C. Of '1A UDO, OPPOSITE fJ<OO '1A UDO - N 2172624.45, E 6050667.58 FUSCOC ALTA PDINT NO. 1J -FOUND cur ·x· QI 9DEWALJ< AT lllE N.E. CORNER Of ctHlRAI. AVE. All) \1A OPORTO -N 2I7JIJ9.45. E 80504J0.64 ADOmONAL PICK-UP/CONSTRUCTlON TOPOGRN'IIC SURVEY & STAKNG PREPARED BY YIIWAM CAAR PLS 5410 \ \ \ \ LIMIT Of \ pONSTRUCTIO'l JOIN EX. 5.0'± NEW LANDSCAPE PLANTER 1.5'± (IN FEET) 1 INOi • 10 ffET EBlYAli. SIB.EE.!. NEW P.C.C. \ --~ _ 51D~WALK _ \ JOIN EX. '<r.W•;'-'S-~it,~i?~~:·f✓,;•·~ . f _ i EX. BRICK • " o" cs.A""" TO REMAIN TO REMAIN SIDEWALK TO BE REMOVED EX. AC SECTION A-A N.T.S. CONSTRUCTION NOTES: 0 PROTECT IN PLACE @coNSlRUCT MODIFIED TYPE 8 CURB PER NEIIPORT STD. 182-L s· MIN. CURB FACE G) PAINT YELLOW CURB \ilTH •20 t.4IN. LOADING" IN v.HITE •• HIGH LETTERING CENTERED AT EAQi SPACE. 0 CONSlRUCT RAISOJ PLANTER PER LANDSCAPE PLANS, REF. SECTION DT. 2 SHEET 9. @coNSlRUCT RECESSED PLANTER SEE DETAIL J SHEET 9. PLANTING PER SEPARATE LANDSCAPE PLANS. © INSTALL WOOD DECK CROSSWALK PER LANDSCAPE PLANS. 7" PCC UNDER-SI.AB 111TH I< 16" 0-C BOTH WAYS. SEE DETAIL 8A, 88, & 8C ON SHEET 9. <z)coNSlRUCT 12· I\IDE 520-A-3700 CONCRETE BAND. ©INSTALL 6• A-2000 CONTECH PVC WATERTIGHT SO PIPE; BEDDING PER CITY Of' NEI\PORT BEAQi STANDARD 106-L (2-SACK SLURRY IF LESS THAN 1' CO\t:R.) © INSTALL 12" A-2000 CONTEQi PVC WATERTIGHT SO PIPE; BEOOING PER CITY Of' NEIIPORT BEAQi STANOARO 106-L (2-SACK SLURRY IF LESS THAN 1' COl.t:R.) @) CONSlRUCT BRICK PAVEMENT IN-FILL 4" COMt.40N BRICK OVER 6" PCC SLAB W/4• Cl.ASS BASE. EXISTING SOIL TO BE SCARIFIED (12" t.4IN.) ANO RE-COMPACT PER GEO-TEO<. REC0Mt.4ENOATIONS. SEE DETAIL 5A SHEET 9. @CONSlRUCT BRICK PAVEMENT IN-FILL 4• COMMON BRICK OVER 4• PCC SLAB, EXISTING SOIL TO BE SCARIFIED (12• t.4IN.) ANO RE-COMPACT PER GEO-TEOl. RECOMMENDATIONS. SEE DETAIL 58 SHEET 9. @coNSlRUCT V-GUTTER PER DETAIL 9 SHEET 9 t.4ATQi EX. 1110TH. GC TO JOIN EXISTING FLO'III.JNES AND MAINTAIN POSITIVE DRAINAGE. @coNSlRUCT RAISED CURB PLANTER SEE DETAIL 4 SHEET 9. PLANTING PER SEPARATE LANDSCAPE PLANS. @coNSlRUCT V.000 OECK PER L/S PLANS SH. L-20. 6" PCC 520-C-JOOO SUB-SURFACE SLAB 111TH #4 16• 0-C EAOl WAY. @ RESET BRICK WALK SEE DETAIL 5C SHEET 8. SEE ARO<ITECT PLANS FOR COLOR ANO PATTERN. FINISHED GRADE NOT TO EXCEED 2X CROSS-SLOPE OR 5X IN DIRECTION Of' lRAVEL ODOR ENlRIES AND LEVEL LANCING NOT TO EXCEED 2X ANY DIRECTION. @GC TO INTIERCEPT EX. SO (FIELD VERIFY LOCATION ANO DEPTH NOTIFY CEC OF ANY DISCREPANCIES.) INSTAU BENDS AND FITTINGS AS REQUIRED TO MAKE CONNECTION. @CONSlRUCT MODIFIED CURB RAMP PER CITY Of' NEIIPORT BEAQi STD. 181-L-A. "@eul.OING FACADE AO.I..ISTMENT SEE DETAIL 7 SHEET 9. ~ EXISTING BUllDING UTILITY POC ADJUSTMENT SEE DETAIL 6 SHEET 9. @SEE LANDSCAPE PLANS FOR PLANTER, POCKET, ANO/OR lREEWELLS ANO PLANTING. @PROPOSED SlREET LIGHT (SEE LT-A\.7.1.) BASE PER DETAIL ON SHEET 98) @RE-SET ANO INSTALL BRICK PARKLET SURFACE 2X SI.OPES. FURNISHINGS & LANDSCAPING PER SEPARATE PLANS. @PAIOIENT 'STOP" MARKING TO BE SAWCUT IN AND CONSTRUCTED PER NOTE 7 INFO. SIZE SHAPE TO CONFORM TO STANDARD PLANS PUBLIC WORKS CONSTRUCTlON STD. 171 @cQISTRUCT Dl'IERSIQI MANHOLE PER WQMP PLH<S SEE SH.-16. @)INSTALL 4" A·2000 CONlECH P\\'.: H·20 TRAmC RArn> SD PIPE. BEDDING PER CITY r:F NE'IIPORT STANDARD 1116-L (2-SACK SLURRY BACKFlll IF LESS lllAN 1' CO~.) @ INSTAU UICIER(;ROUNO WAlER OUAUTY TREA1MENT UNIT PER WQMP PLH<S. RE-SET IRCK AS NECESSARY TO JDIN EX. SURF ACE. @AD.I.JST TO FINISHED GRADE @cONSlRUCT 4• THICK P.C.C. SIDEWALK PER CITY OF NEW'ORT BEAQi STD 180-L SEE ARCHITECT PLANS FOR COLOR ANO PATTERN. FINISHED GRADE NOT TO EXCEED 2X CROSS-SLOPE OR 5:0: IN DIRECTION OF lRAVEL DOOR ENlRIES AND LEVEL LANDING NOT TO EXCEED 2ll ANY DIRECTION. @coNSlRUCT MODIFIED CURB RAMP PER CITY Of' NEI\PORT BEAQi STD. 181-L-8, CASE H, PER ELEVATIONS HEREON. @INSTALL lRUNCATED DOMES (J' MIN. DEPlll FUU YIIDTH) PER CITY OF NE'M'ORT BEACH STD. 181 NOTE 15. (00t.4ES SHAU BE INSTALJ.£D 6" t.4AX. FROM CURB FACE) @ APPROXIMATE LIMIT ()f' SAWCUT. ® GRIND lie OVERLAY EX. AC PAVEMENT. CONTRACTOR TO ENSURE FINISHED GRADE NOT TO EXCEED 2ll CROSS-SLOPE OR 5ll IN DIRECTION OF lRAVEL I\ITHIN ADA PATH. @coNSlRUCT MODIFIED P.C.C. CURB PER CITY Of' NEW'ORT BEACH STD. 182-L, TYPE 8. CURB SHALL lRANSITION FROt.4 o· TO s· PER ELEVATlONS HEREON. MAXIMUt.4 SLOPES SH NOT EXCEED 5 PERCENT FOR ADJOINING GUTTERS, ROAD SURFACES IMMEDIATELY ADJACENT TO THE CURB ANO CONTINUOUS .PASSAGE TO THE CURB I\ITHIN 4FT Of' THE TOP OR BOTTOM Of' CURB (TOP ()f' CURB SHAU NOT EXCEED 5 PERCENT). @)CONSTRUCT 7" PCC CROSSWALK OVER SCARIFIED ANO RE-COMPACTED NATIVE PER GEO-TECH RECCOt.4ENDATIONS USE 520-A-3700 CONCRETE YI\TH 8X6 10/10 \1£lDED YI\RE MESH. DOWEL INTO EXISTING CONCRETE SPANOREI. 18" ON C-C YI\TH 12" #4 BAR USE SIMPSON ET EPOXY. PAINT 1' YI\DE v.HITE STRIPE (2 COAT t.4IN) AT EDGES. @ INSTALL PARKING STAL!. Ut.4IT DESIGNATION 111TH 4" v.HITE THERMOPLASTIC MARKING 2'X2' TEE OR 2'XI' "L• AS SHO\tiN ON PLANS (2' MIN. PERPENDICULAR TO CURB.) @SEE SEPARATE SITE FURNISHING PLAN (FURNISHING SHALL NOT IMPEDE 49• t.41N. CLEAR ALONG PATH Of' lRAVEL) t::ilfil;_ CONTRACTOR TO FIELD VERIFY JOIN ELEVATION AND NOTIFY ENGINEER Of' ANY DISCREPANCIES PRIOR TO THE START Of' CONSTRUCTION. GC TO POTHOLE EX. UTILITIES PRIOR TO COMMENCING WORK. NOTIFY CEC IF NIY OISCREPANCES. AU. GRA"1TY FLOW PIPE SHALL BE INSTALLED BEGINNING AT POC 111TH EXISTING FACILITIES. AU. EXISTING SURFACE UTILITY VAULT LIDS, t.4/>JIHOI..E Rlt.4S, CLEANOUTS, PUU-BOXES, ANO METER BOXES TO BE ADJUSTED 10 FlNAL FlNISHED GRADE ANO CONFORM TO MIN. SLOPE REQUIREt.4ENTS. GC TO COORDINATE YI\TH Ov.NER FOR ANY SURFACE FEAl\JRES REQUIRING REPLACEMENT. 2-SACK SLURRY-CONTROL LOW STRENGTH t.4ATERIAL TO BE 188-E-100. LANDSCAPING SHO'l,N ON THESE PLANS ARE FOR REFERENCE AND FlNAI. TYPES ANO LOCATIONS SHALL BE PER SEPARATE LANDSCAPE PLNIS. AU RE-SET BRICK TO RECEIVE \1£1' SNI0/1'011£RWASH CLEAN FINISH, 'S"'= ➔.: TYPICAL IRCK PAIOIENT IN-fill. 4' CtllMON B~CK/6" PCC CONCRITT/4" ;;hi±if--, CLASS " BASE ALT: 7" PCC CONCRETE <MR SCARIFIED All) RE-COMPACTED ;;~ '"'· • ':-~ NA11{. CON<:RE1E suaccr TO TRAFFlC LOMJING SH>U BE 520-A-J700 IAWSSPY«: APPROXIIIATE LIMIT Of E~STING llllCK PA',O,£NT TO BE RE-SET TD NEW GlAOES SHOYl\t QI Pl.ANS CONCRITT SUB.EC! TO TRAFFIC LOAIJNG SHAU BE 520-A.-3700 IA.W SSPWC " i" "O Q,I V) ~ 00 z 0 0 Q V) :.. . > 0.0 w C. "'"! 0:: < !!l c~ .... u 0 z ·!~ l~ ., ii ~ ' 1 ' ~ H ~ • ~& '. I ,o H :j ~ !t 0. 28 I--◄ I-- 7 OF 19 PLAN CHECK: 2612-2014 , , // / /, / /,' "<, . / :,,_;:-;/½ ./ / //., _1 I I II '. I I ' I /, ' c //, /, ' , ' ' //, ~;7-'W/0""777,.r,w~//'• / " ; ' ; ,< . CONSTRUCTION NOTES: /, %,-1//'l 1/(·1/~1/{:/'//// =-==-,-::~~'.;:~;,,,::;&~~ 0 r---·----J~ -r 0~ma'"~ I I ' ' r I =-=r•u.; • I • J '\ mw~·.. I I I • .-I 1 ' ' L_ I I u .. i _I © CONSTRUCT MOOIFIED T'IPE B aJRB PER NEIIPORT STD. 182-L 5• MIN. aJRB FACE ;:i;I j · 1 949fS I """"' -,-I 57TS 'J' PAJNT ~LLOW aJRB \IHH ·20 MIN. LOADING" IN \\HITE 4• HIGH l£TTERING CENTERED AT (/)~--_ I. --I .' fRtDES ,r ~ ~ I 1, I i _, -'--· : I J I ' ~ ==' ,~..,._lL. ' L _1: Ill J .. I '-VEACH SPACE. ,. , GC TO F1ELO m AHO JQN ~ • I J , , j V ---. (9.56fS)/ -·•1: • --~,__ 0 CONSTRUCT RAJSEO PLANTER PER LANDSCAPE PLANS, REF. SECTION OT. 2 SHEET 9. ~, • 3446 OED< TO 3432 OED< , 61 ~T AH -1 I @cONsTRUCT RECESSED PLANTER SEE DETAJL 3 SHEET 9. PLANTING PER SEPARATE = I ~ I I NOT TO EXCEED 3.5': I, ' I I ' I ,r-57fS) 1f I ¥ ~ M' I LANDSCAPE PLANS. • "' , ., JO<N EX. s l ] -,~ r (10.ws)'.<' ?\>/ ~1 _ -j 1 ©\~~Tic: o!~.CR~ss;~LP!:. ':.o:C:\~LAS::~/cc UNDER-SLAB '111TH 14 ::r: BLDG. 3432 10 (1~ llitmli...ll!IAIII{ (9.50fS) -9_57rs t (z)cONsTRucT 12· v.,oE s20-A-J100 CONCRETE BAND. (.)I----"/•· =~n-r''--' " ~J's,;:'~~ (9,~ )9 48fSI) / I w © -11r ~.J!Bl!;JS.;MLI, d. • __ --.J a 1NsTALL 5• A-2000 CONTECH pvc WATERTIGHT so PIPE. BE□□1NG PER aTY or NE\\PORT <( 1 +: ·• )10.37fS) r (lO.WS)"". ·Tf J~ (o<.t) BEACH STANDARD 106-L (2-SACK SLURRY If LESS THAN 1' COVER) ::::!: ', I (0.4X} Xj10.36fS)/ :r-m·, j I =--r,..,.._=..,_., :S::: (vlNSTALL 12" A-2000 CONTECH PVC WATERTIGHT SO PIPE, BEDDING PER CITY Of NEIIPORT '.! -J;:> •' po,J7fS)cr ·'2;5\ I ., f • IO BEACH STANDARD 106-L. (2-SACK SLURRY If LESS THAN 1' COVER ) k.-J ·r (IN FEET) 1 INCH • 10 FEET KEY MAP ,-r , GC TO RELOCATE EX. _ .._f,-,-;~,.P,~,-,J.' .J lO.ID)/' INl£T TO LOCATION ---¥_,""f"',..,.'/ W @CONSTRUCT BRICK PAVEMENT IN-FILL 4• COMMON BRICK OVER 5• PCC SLAB W/4• a.ASS 1----~O:,l. BLDG'. 3424 "~g~~OO (i~ .,_,_.,._,./ (II BASE. EXlSTING SOIL TO BE SCARIFIED (12• MIN.) ANO RE-COMPACT PER GEO-TECH, z (10.30fS 31 .,...,.__,,01FS ( -I RECOMMENDATIONS. SEE DETAJL 5A SHEET 9. i_ ~.-. tt1@cONSTRUCT BRICK PAVEMENT IN-FILL 4• COMMON BRICK OVER 4" PCC SLAB. EXISTING 2 ' (/) SOIL TO BE SCARIFIED (12• MIN.) ANO RE-COMPACT PER GEO-TECH. RECOMMENDATIONS. 6 t 4" P.C.C. SI.AB 'Mlli W2XW2 0% EXISTING BRICI< TO BE RESET GRADES AT DOORS SHOW< HEREON ARE TO BE FUISH Wlli BlJLOING fFE AT SAfO LOCA.llCWi I SEE DETAJL 58 SHEET 9. ~8 wz@2 CONSTRUCT V-GUTTER PER DETAIL 9 SHEET 9 MATCH EX-'1110TH, GC TO JOIN EXJSTING 0 111\£ OR ~ ~ :J FLOMJNES ANO MAJNTAIN POS AINAGE. 10 ® ~i~~; :~i aJRB PLANTER SEE DETAJL 4 SHEET 9. PLANTING PER SEPARATE • ~ h ~@CONSTRUCT WOOD 0£CK PER L/S PLANS SH. L-20. 5• PCC 520-C-3000 SUB-SURFACE ~~ It I::::!: SLAB '111TH f4 16• 0-C EACH WAY. c < ~ j ~ @ RESET BRIO< WALK SEE DETAIL 5C SHEET 8. SEE ARCHITECT PLANS FOR COLOR ANO j u<g ! PATTERN. FINISHED GRADE NOT TO EXCEED 2ll CROSS-SLOPE OR 5ll IN DIRECTION Of -0 { TRAVEL DOOR ENTRIES ANO LEVEL LANDING NOT TO EXCEED 2ll ANY DIRECTION. ~ ~ > ~ @ CC TO INTERCEPT EX. SO (FlELO VERIFY LOCATION AND DEPTH NOTIFY CEC OF ANY ~ a ii §~ OISCREPANOES.) INSTALL BDIDS ANO FITTINGS AS REQUIRED TO MAKE CONNECTION. @CONSTRUCT MOOIFIED aJRB RAMP PER CITY Of NEIIPORT BEACH STD. 181-L-A. @ BUILDING FACADE ADJUSTMENT SEE OETAJL 7 SHEET 9. @) EXJSTING BUILDING UTILITY POC ADJUSTMENT SEE OETAJL 6 SHEET 9. @} SEE LANDSCAPE PLANS FOR PLANTER, POCKET, ANO/OR TREEWELLS ANO PLANTING. @PROPOSED STREET LIGHT (SEE LT-A\.7.1.) BASE PER DETAJL ON SHEET 98) @ RE-SET ANO INSTALL BRICK PARKLET SURFACE 2ll SLOPES. FURNISHINGS & LANDSCAPING PER SEPARATE PLANS. @PA\UIENT •srOP" MARKING TO BE SAWCUT IN ANO CONSTRUCTED PER NOTE 7 INFO. SIZE SHAPE TO CONFORM TO STANDARD PLANS PUBUC WRKS CONSTR\JCTION STD. 171 @ CONSTR\JCT Cl\£RSION MANHOLE PER WllMP PLANS SEE SH.-16. @INSTALL 4" A-2000 CONTECH Pl'C H-20 TRAfF1C RATED SO PIPE BEOONG PER OTY ~ NEYIPORT STANOARD 106-L (2-SACK SI.URRY BACl<fll F LESS 1\iAH 1" 00\Ul.) @ INSTALL UNDERGROUND WATER QUALITY TREATMENT UNIT PER 'Mlf,IP PLANS. RE-SET B!llCI< AS NECESSARY TO JOIN EX. SURFACE. @ ADJUST TO FINISHED GRADE (@) CONSTRUCT 4• THICK P.C.C. SIDEWALK PER OTY Of NE\\PORT BEACH STD 180-L SEE ARCHITECT PLANS FOR COLOR ANO PATTERN. FINISHED GRADE NOT TO EXCEED 2ll CROSS-SLOPE OR 5ll IN DIRECTION Of TRAVEL DOOR ENTRIES ANO LEVEL LANDING NOT TO EXCEED 2ll ANY DIRECTION. @cONSTRUCT MOOIFIED aJRB RAMP PER CITY Of NE\\PORT BEACH STD. 181-L-B, CASE H, PER ELEVATIONS HEREON. @ INSTALL TRUNCATED DOMES (3' MIN. OIEPTH FULL '1110TH) PER OTY Of NEI\PORT BEACH STD. 181 NOTE 15. (DOMES SHALL BE INSTALLED 5• MAX. FROM aJRB FACE) ® APPROXIMATE LIMIT Of SAYoCUT. @ GRIND & OVERLAY EX. AC PAVEMENT. CONTRACTOR TO ENSURE FINISHED GRADE NOT TO EXCEED 2ll CROSS-SLOPE OR 5ll IN DIRECTION Of TRAVEL '111THIN ADA PATH. @) CONSTRUCT MOOIFIED P.C.C. aJRB PER OTY Of NEIIPORT BEACH STD. 182-L. T'IPE B. aJRB SHALL TRANSITION FROM o• TO 5• PER ELEVATIONS HEREON. MAXIMUM SLOPES SH NOT EXCEED 5 PERCENT FOR ADJOINING GUTTERS, ROAD SURFACES IMMEDIATELY ADJACENT TO THE aJRB ANO CONTINUOUS PASSAGE TO THE aJRB '111THIN 4FT Of THE TOP OR BOTTOM Of aJRB (TOP Of aJRB SHALL NOT EXCEED 5 PERCENT). @CONSTRUCT 7" PCC CROSSWALK OVER SCARIFIED ANO RE-COMPACTED NATIVE PER GEO-TECH RECCOMENOATIONS USE 520-A-3700 CONCRETE '111TH 6X6 10/10 YIUOED V.,RE MESH. DOWEL INTO EXISTING CONCRETE SPANOREL 1 e• ON C-C '111TH 12• '4 BAR USE SIMPSON ET EPOXY. PAINT 1' '1110E \\HITE STRIPE (2 COAT MIN) AT EDGES. @INSTALL PARKING STALL LIMIT DESIGNATION VIITH 4• \\HITE THERMOPLASTIC MARKING 2'X2' TEE OR 2•x1• •L• AS SHOI\N ON PLANS (2' MIN. PERPENOlaJLAR TO aJRB.) @ SEE SEPARATE SITE FURNISHING PLAN (FURNISHING SHALL NOT IMPEDE 48" MIN. CLEAR ALONG PATH Of TRAVEL) QC t::I.QIE;__ WO~ CONTRACTOR TO FIELD VERIFY JOIN ELEVATION AND NOTIFY ENGINEER Of ANY OISCREPANOES PRIOR TO THE START Of CONSTRUCTION. ~ GC TO POTHOLE EX. UTILITIES PRIOR TO COMMENONG WORK. NOTIFY CEC If ANY -.,-,--DISCREPANOES. i ALL GRAVITY FLOW PIPE SHALL BE INSTALLED BEGINNING AT POC '111TH EXISTING fAOLITIES ..... ____ .. i ALL EXlSTING SURFACE UTILITY VAULT LIDS, MANHOLE RIMS, CLEANOUTS, PULL-BOXES, ANO ~ IMPORTANT NOTICE Section 4216/4217 or the Go,wnment C.ode = :.o~~ertb!1:~~tion P4m1it to Exw,,ate wil be wlid fo, )OJr OkJ Alen ID Number Coll UNDERGROUND SERVICE ALERT 1-800-422-4133 Fer Underoround l.oc<ltiig 2 Workiig Days before You Dig SURVEY & BENCHMARK: BENCH MARK: J 3/4• 0CS ALUMINUM E£HO-IMARI< DISK STAMPW •u 1415 1988• NA\ll88 ELEVATION 9.196' -AOJVSTEOTOM.l.LW.9~7' BASIS OF BEARINGS. LEGAL BOUNDARIES & EASEMENTS: FUSCOE Al.TA DATED 1-13-13 F\JSCOE ALTA POINT 10318 -FOUND GEAR SP1KE AHO WASHER STAMPED •Ls 5g70• AT THE C.L B.C. ~ 11A LDO, OPPOSITE f3lOO 11A UDO -N 2172624.45, E 6050667.58 F\lSCOE ALTA POINT NO. 13 -fOUNO CUT "1: ON SIDEWALi( AT lliE N.E. CORNER ~ CENTRAL A',£. AHO 11A OPORTO -N 2173139.45, E 6050430.64 AOOITIONAL PICK-UP /CONSTRUCTION TOPOGRAPHIC SlJR',£Y le STAKING PREPARED BY 'MWAM CARR PLS 5410 METER BOXES TO BE AD.1.JSTEO TO FINAL FINISHED GRAD£ ANO CONFORM TO MIN, SLOPE ;!: "? l(l '2. REQUIREMENTS. GC TO COORDINATE '111TH 01\NER FOR ANY SURFACE FEATURES REQUIRING J. ?; .. ~ ~ REPLACEMENT. "l 1 0 ~ 0 Ill 2-SACK SLURRY-CONTROL LOW STRENGTH MATERIAL TO BE 188-E-100. .. "' w o "' .. LANDSCA.PINC SHOYIN ON lHESE PLANS ARE FOR REFERENCE ANO FlNAL T'l'PES ANO I ~ ~ ~ ~ ~ ~ LOCATIONS SHALL BE PER SEPARATE LANDSCAPE PLANS. 0 cu 0 QC c Q ALL RE-SET BRICK TO RECEIVE WET SANO/PO'lt{RWASH CLEAN FINISH. T'fl'ICAL B!llCI< PAVDIENT IN-AU. 4" COIIMOO IRCK/6" PCC CONalETE/4" CLASS I BASE ALT: 7' PCC CON<JlETE O\Ul ~ ANO RE-CQ,IPACTEO NATI\£. CONCRETE SUB.ECT TO TRAfFlC LOAONG SHALL BE 520-A-3700 IAW SSP'M: APPRO~MATE LNT a; EXlSllNC !RICI< PA\UIENT TO BE RE-SET TO NEW GRADES SHOW< ON PLANS CONCRETE SIJB.l:CT TO TRAFTIC LOAONG SHALL BE 520-A-3700 IAW SSP'M: 8 OF 19 PLAN CHECK: 2612-2014 J; E ~ 0 UOOIFlED C\JRB Al-6 5" MIN CURB HEIGHT DOfil AS SHOVIN OCTAJL fJ SAV.CUT 2.00· 1.50" 7" THICK CONC. 520-A-3700 nPE V YIITH 6X6 10/10 filOEO YIIRE ~E~\:ouci:\l~ TO ~ RESET BRlCKS FOR 2% MAX SI.OPE \\' THIN~ AS REQUIRED \_ TO CREA TE 2% SI.OPE EXlSTING <" CONC. SI.AB CONCRETE SUB..ECT TO VEHICULAR LOADING SHALL BE 520-A-3700 PER GEOTECH REPORT. REFER TO LANOSCAPE PLANS L-23 FOR TOP CAP DETAJLS BRICK PA VER"""-ROADWAY ~ [ :_r EXISTING 6" TH~1-·· • ' •••• • CONCRETE DOfil AS SHO OCTAJL fJ ~ (DWICL.E AC::ss POINT ~----.... .......,...,~ c,ott::;.OL>eAT""-"Hmt """""""' ,-THIGk GONG.. ~00 1"r'.-eVW&>r6IO/IO~ i"lftl!!~~IH~ llee'T~f'OR.2' MAX."-""" tll:2I:,, GOHc:flZT'l!:~TTt> ~ LO,lrOn. ~ ee ~---- RAJSID PlANTER PER LANDSCAPE PLANS 20-A-3700 PSI CONC. nPE V COLOR &: TEXTURE PER LANDSCAPE PLANS SfAYEMENT 001',EL TO EX. RlCK f-L-'+~'--Y-'""" PCC • a.ASS II BASE 12• NATIVE SCARIFY RECOIIPACT SUBGRAOE Pl'R GEOTECH REPORT MQIE; 8" PCC H.P. PER PLANS tONG. SI.OPE OR / ESET BRlCKS OR 2% MAX ,: MAX SLOPE -~r ~-<" CONC. SI.AB -APPLY THINSET TO CREA TE 2% SLOPE o• CONCRETE CURB FLU .KIN EX (nP) TO TOP Of BRICK 18" EX:.~\ EX 6" • 1 I] r\: ··r SLAB'\!, • oom 6' INTO EXISTIN \\ITH SIMPSON ET EPOXY 111TH #< REBAR {nP) ~PEWALK INFJll @RIQ< RESET CONCRETE SUB.EC! TO ICK 12" NATIVE SCARIFY RECOMPACT SUBGRADE PER GEOTECH REPORT VEHICULAR LOADING SHALL BE 520-A-3700 PER GEOTECH REPORT. DOl\tl AS SHO\\N DETAIL #J HEREON 2,: MAX ~-"'i"f"=n"r'<=;=.---.-.<,,-13RlCK I wJ tll--THINSET AS l_ zzl_d,zz±,1z,c;,._!'!,I REQUIRED PLANTER Pl'R LANDSCAPE PLANS SECTION YIEW 18" nP. 1 • !JIN. L .. ·~~---•-- ~.-.. ESIET BRICKS FOR 2X MAX SLOPE ~STING <' CONC. SI.AB -APPL y THINSET TO CREA TE 2% SI.OPE MQIE; CONCRETE SHALL BE 520-C-2500 PLAN YIEW BUl~N FACE L r. R\10US T •T BACKnLL J/8" GRAVEL "'O Q,I V) > 00 z 0 0 0 1n "" . > 0.= w Q. ~ 0:: < !!l .00 .... "" u 0 z t lt f! d I ~ ii • ~ -u ~ ~& < ~j u g ~~ J~ < ~ H ~ <~ ~6 . ~ 1--◄ I- 0 :ICK PAVING @ ROAD CURB @RIQ< in!NF)ll @BIQ< RESET AT B~ING Willi UTILITIES D0JBUe STACK BONI> 6P<JCK BAND 5EE ex:, AT~TO BP<JCK JOINS INSTALL, -.-.= 1'0MES6'MIN. DEPTli RIU. YilDTHOF "~-TO 6E PER NENPOR.T GITY 5TANDAAD t&I NOTE 15. DAAJ<6"E'T' IN COL.OR "TcRR,6. PAVIN<>" 6Y i'WJSAIJTILE, INC-. OF YilSCON510N ORAl'PROVED EGUAL @ :_ooo DECK CROSSWALK -PLAN VIE IMPORTANT NOTICE Sectlon 4216/4217 of the Go,.,,..,,s,t Code = i ,o~Al;tb~tt;,cotton Permit to Extowte will be 't'Olld For )<)Ur Dl(J Alert ID N..nber Cd! UNDERGROUND SERVICE ALERT 1-800-422-4133 For Underground Loc:otn9 2 WOttmg Do)' before Yoo Dig <SC TO f'ROV!DE MOCK-W OF DETEC,TAfll.E l'iAANIN65 AND t'iOOD DEGKIN6 FOR INSPECTOR H'f"l'DY AL OF COLOR CONTIVl&T PRIOR TO FINAL INSTAJ..Vo,.TION 5EE L.AND5CM'E PLAN5 FOR GON5'"'1;:;TION OF HOOD DECK CR055YWJ< DECK. SEE eB AND eG FOR ~- . BUllDING FLUSH 111TH EX BRlCK AT EX GRADE A TERP ROOF PER ARCH. PLANS SPECS (LfffllQ< GRAPE CH:GE AT BUILDtNG nELD~RAIN TO CENTER @ ~OSSWALK -UNDERSLAB ~11-';fJous 4 EA. @ CONCRETE "I/' GUTTER IU.S. C>EPRES5ED FLOrHIN!e 5TEE!. TROrEL SMOOTH TI-IICKEIED ED6E l'ilTI-1 BRICK 6AND PER PLAN nELD m DRAIN 10 CENTER 6' ¾,!, 1 ~DLEJ 1 \_W• HOLE} 11 T #3 BARS L ONG!IlJDINAI SECTION fJ BARS ¾·• PRECAST WHEEL STOP NOT TO SCALE 10· CROSS SECTION ~ N01t· 6·x1:2·x 10' PRESSURE TREATED TIMBcR 5caA<E TO 51.EEPER Wl'PORTS W (:2) 6/&" HOT DIPF'!eP 6ALV. IJ'6 5CF<El'E; • co.A-treR SINK HEAP FLJJ5H ~ACe. --1.,1 ~ ,i.;;~ SCARIFY,/ RE-«W~~ NOTE, ~ATIONS, CONGRETE ste...J:C.T TO VEHIGU..AR LOADIN<> 5HALL 6E 520--A·6100 PER 6!:0TEGH"8"0RT. ALI. ANc.HOf<A5E COMPONENTS TO Ile ST A!Nl.ESS STeEL 5EE FINAL L.AND5CM'E PLAN5 FOR HOOD PORTION DETAILS 6,1 5tEET L-24 @ ~OSSWALK EDGE BAND 12· & PASSENGER LOADING ZONE ONLY BLUE METAL SIGN PANEL NTH MllTE SYMBOLS ANO l't<ITE BQ<OER P!R CBC 11B-503.J 1) MIITE SYMBOLS TO BE MIN. 6" T-'ll. 2 LETTERlNG TO BE MIN. 2" 9 OF 19 PLAN CHECK: 2612-2014 l. TR£101 VJDTH SH4LL BC fill • lZ' HJNIMM,. lR a.D. t al' H,4.XJIU(, JNCJ..UDJMj THJCKICSS CT rR£HCH SIOUMi CR SIC.CTJNa. Z. MCKFB.L SH-\Lt. Bf P[R SrANlJ,4R.D SPCCJFICATJtM SEcr/ai 306-l.3, DC£Pr THAT Rfl..ATIVC CtH'JCTl!M SIW.t. iC ')'J PCRCCNT NIN!IU<. J. 'il1£H Tl£ HN<lJUf TRfNCH V/DIH JS !XC!.CND, 11£ CfMTKACTlR SWiL SIJBl411 TD 1>£ CICil!llR rrR N'Pf?DV/11., llli'AVIM>S vmt SVlSINlTIATM f>l,J}HRlNC, CALClL.ATI~ FrR TtOSE IE1J)Jr!CA7ICRS rT P/Pf STfli.lC,TH NUJ/fR BCD1JJM; 1/HJCH VIH f'RDVIIC NI IN-PLMI F~TCR {T SAFCTY C(JUNM.DfT TD THAI PflOV1I£.D IN TIC CDflRACT. 4. B£DD1$ SHN.l. BC PO? STANIJMD SPCCUJCATIQIS S!CTICII »5-t2.J, CXCCPT rli4Tr (A) Ci.ASS IW-C-100 Sl.Ufaii'Y ~y BC SU8SnTVTCU rt:R SIW'fD PC11DING AT Tf£ ctlflRACT!R'S t:FTICII AHD SQ.[ CXPC~ 1Jt: HAND TA.HD TD SQ2' RELATIVE Ct:IIPJCT/t,/ HlNlt«M NdJ All. OTfCR ncxm.c PlPC JNSTM.l.AT~t Vf£Rfl.PC'H DDillJ (A[!JV[ SFRl,0../1£) IMY BC ~JCTCD ctN:tRKNTLr cnY o•· KEWPORT BEACH '1."11.K" WoaJ,;A 0€P,\lt'.H,ll'.fff PIPE BEDDING CURB ACCESS RAMP D ET AILS I PRA"1XGNO. STD-106-L STD-181-L-A !:!fJID!. ' s:f-1 PLAN ELEVATION L W'l-()I f?DOVJ,.; CXISTJ,t; il.OCVAU:'.. CUU ~ QJTTCR, £41.'t'VT N0 fiDtlVC, TO !£Nlf.S7 DJST/lli .sJ1N1 II/THIN 5 fCH Kt'0',1/ (1'£N!>G Z. U!JOSIH NiQ tiWl'S lNMi Nl£ !TR IOiJW. Wil'ITiiM. l SI . .Cl"U 'le' N1£U, il!C'VAUS NU/ SI.II'£ OO~AYl" lH4lL Hol.V!'. A aMSl" IR!l1I flNJSH. 4. ~ !::..11'£ lJi'lt. tfl,£00( ID aRiCNI ORI ACa'Sl" RAW IUUJR£1£/l1t .1 ClJCRETC SH4LL JC S60-C•R,D. CITI' OF NEWPORT BEACH COMMERCIAL DRIVEWAY APPROACH TYPE II I-. I ;r-. I ~ I + : 11 i i + i • ~1~·- C:ASF. •1~ ~~ c:JJ=c .. ~-t:! !;f(.TIONA-A >,.lJTC;f>l..c.\StSCESTl\-131.t-C. f-ORAUNOITS. CITY OF NEWPORT BEACH CURB ACCESS RAMP DETAILS n 0..::'11 lffl flllAWl!\"Gt-0. STD-181-L-B NOT£, • fU.1. lCPTH SIivan TDA \lfillOl. PI.N£ AU. ~ ·,.---------.----." i .1 .I~ . i£JCJYC cxm. oovrv,n llffJJACH SECTION A-A L aKJ/£1£ .tw.L 1£ 56D-C'-J?51 crn' or NEWPORT BF.ACH PLUG FOR ABANDONED DRIVEWAY NOTES DR.\\\'IXGNQ. CXJST. an [XJSr, QJTTfR STD-165-L 1. ,F" DISTANCE FROM CURB 70 BACK Of SIDEWALi( IS TOO S110RT TO AC'COMOO.., TE RAMP ANO 4 fl. PU TFORM (LANO/NC) AS IN CA.SC A. TH[ S!OWALK JIA Y BE OEPRESSED LOHG/TVDIN/tl.J.Y AS IN CASE B OR C OR MAY B£ 1410£NEO AS IN CASCO. 2. IF SIOCWALJ< JS LESS THAN 6 ~ M.:0£. THE FIJI.L )ll'l)TH Of TH[ SIDCWAL.K SHJ.LL BE DCPR£SS£D AS SHO'MI IN CASE" C. J. 'rtH£N RAJ.IP IS LOCA rm rN ClHTE.R Of CURB R£11JRN. CROSSWALK CONFJCURA. 110N MUST B! SlNJI..AR TO TH.AT SHalt!'f FOR CA.SC C 10 ACCOiJJJOOA 1[ ltHffiatAIRS. 4. FOR CAS!S F AND G. TH£ LONGITIJDiNAL PCWTION a THC SlOCWALJ< /JAY Nl£D TO 8£ 0£PR£SSW AS SH()',r,N IN CA$£ B. !5. IF LDC.Am> ON A CVRB THE S10fS OF TH[ RAMP Nlf.D HOT B£ PARAL!.El., BUT me l,lJHIWM llfD»-t OF TH£ RAJ.IP SHALL BC 4 ft., 6 TRANSITIONS FRO,,, RAMPS TO WALKS. CUnrRS, OR STRCfTS SHAU. 8£ FLUSH AND FR££ Of .A8RvP 1 CHANCCS. 7. S1DEWAU< ANO RAMP 1HIC1<N[SS. T, SHAU Bf. 4 n. MZNfWAI. 8. TH£ RAMP SHALL HA\I[ A 12 in. 141{)[ BORDCR lt!Df 1/4 in. GROO~S APPROXJMATnY J/4 in. ON CCN1fR. Sf£ r.ROOW-:G DCTAtL 9. l+H£N DC1fCTABU WARNING SURr.ACC IS NOT R[QUIR!O ON A QJRB RAJJP, TH£ CONCRCTf ANFSH Of THC RAMP ANO ITS FU.R£D SIO£S SHALL HA~ A TRANSV!RSC eROOt,!£0 SURF>,C£ 1D1URC ROOGHCR THAN THl SIJRROONDtHG srDCWALK. 10. RAUP SID( st..<Pf VAR1£S UNJf(Y&L T FROM A UAXJMUM or 10:C A 1 OJRB ro C()H(ORIJ 1'11l'l-1 LONGITUOlNAJ.. SID£WAU( st.OPE ADJACENT TO TOP OF THE RAMP, CXCCPT IN CAS£ C. II. unurr PUU BOXES. MANHOI.ES. VAi.it.TS ANO AU. OTHER UT!Urr FAOUTl£S it!TH!N rHE BOUNDAR/£S Of THE CURB RAMP M1LL 8£ RELOC.AT(O CR AO.AIS1£D TO GR.ADE BY me 01'N£R PRJOR ro. OR IN COti.AJNCU~ ""1H, CURB RAMP CONSTRUCOON. 12. MAXMAIM SlOPfS OF AOJCX.NiNG GUTTCR, THE ROAD SURFACf IM.M£OIA7£l.Y ADJACfNT TO TH£ CVR8 RAMP AND CONTINUOUS PASSAGi' ro TH£ cu~ RAMP 9-IALL NOT EXCffO 5 PCRCCHr loll rHIH 4 fl. ()f 1Ht TOP OR BOTTOU OF THI: CURB RA"4P. IJ. CfJNCR[Tf SHAU St 560-C-J250. 14. R£TROF1TS -'MICH A KttffiOIAfR RAMP IS ADO£D TO AJI f'X1S11NG FACIUTY, THC 01.ANCES AR[ PCRlrllTEO: (A) R.WP GRl,0£. IN CASE "C" I/AT Bf INCR£A5f0 TO 4~. (B) OTHER RAUP GR,,WfS UA'l'&f." INCRt.A.SEO 10 .A MAXIIIIAI Of II.IX (N£\<£Rmnrss. THEY SHOULJJ Bf AS fl.Ar AS rfASABl(. (C) ttHERE TH£ 4 f001 Pt.ATrORM IS NOT FCASAB!.£. TH[ MW1H IIA'r' 8£ OfalfASEO ro J FOOT. (0) 1H£ PLATFORM MA'r' Bf ELMNATrD If mt GRADE DOCS NOT CXCfEO &.l3~ 15. RASICO TRI.me.Arm OOIJ[S SHAJ..l BC DARK GR.CY IN 00..0R AND SHML 8£ "TfRRA PAYING" AS UM'UFAC1UR£0 BY WAUSAU Tllf, /HC. CF IUSOO\'Sl"N OR £DUAL. 16. DC1£CTA8t..£ WARNING SURfACfS SHALL tl<JWO Jli /NalCS MINIMUM 1H TH£ OIRECOON OF 11U~L ANO rnR ruu III07H ()f THt CURB RNJP, NOTE: AO.\PTEO f'RCM CA.LTRAHS OJfHNT STANDARDS Pl..ANS FOR UP-TO-DATE RECUREMENTS. CITY OF NEWPORT BEACH ""1!M> PUBLIC WORKS DEPARTMENT DIR£C'1lR fT PUBLIC wa-s R.CL Ill 36/DIS 11117/06 SCALC N.1.S. CURB ACCESS RAMP NOTES MAIIH 1t. arAJM STD-181-L-C VAL S OF 'X' SJZCVN..K ,, ii' 1 :r ,, m~ ,, s' rat ,.,w;:v.., ,. ,. Ml r~ CJJHCR £ii!Al£ ¾.f'~ .l1JN1 •• aJHM OOVCVAYS S!JIV(M; j (RIO?£ llVfl.Ll}tj INIJS I 'V" .51Wl. 11£ w ELEVATION •• AtftfMTO" liflflJJOirtN. IKM. aHOClAI. NCo.:tdWJi/. ~ l>ktL W.~/'1.u /W!JIVAf SIXVMX NOT[S, SECTION A -A ! ,U: $CCTJlll li,4' 1£ C!Mllll.CTO JfT\ff.W lira(¥ SITJCV~ Ni':) 1/11 fC1l l/£m£JiTW. ~,i,:t L Men rcn rr l'1LL IC1Qf1 ~• lHlll IL WtJNTIJlO ~ t NaJ ca tr DiMV,.it l "1lISSTIWiWIT/l.U W.KNTQRIS>WL ICMMAOCl«MDtllil\O'AYf{)l:sAJEl'fQOTY. 4. DC TtlTM. vml'H tr 1£1fl£UttN l"rl'•t'Y? 1N CAU" IT ltH1l't.C llmn'J,,S 0, A ao.t fMO:SN1' fftl:.tl f'liMNil. S1Kt Jl11CXUI1 i'llrfT Mf!OiTIII -.,£Ji rKJifNZ lS MJr(lfLftt, tRIIG MfiE" f1DITK£ lSCRCATU TH,WJJ»'. s. a1Qf1l" ~ 1£ 560-C·Jal '-f/OiTIU LD,CJlj IOI.JS «NC~ VllrH tv•l"f? M.L l(JT If tCS:S ntw ID, }, -r·~ ICEQ>lt TD ~MIJ<V1orvmx. Mt!tll.L ICTt:xrl!JlD'. VM.tarr TM1JC IIDJI.Xn UCO' D7tM.14TM C/1/0ICW,Kn,. CIT\' OF NEWPORT BEACH AtNttWto: COMMERCIAL DRIVEWAY APPROACH TYPE TIT @ @ @ OJL\\\lNGNo. @ @00@00 STD-I66-L PRE-FABRIACTED 1ll SHALL OlffER fRQ,I NlJCIIING SIJRFACES IN RESIUENCY OR SOOND-ON-CANE CONTACT TOP DIAMETER <J"~ BASE Ol~~;;4; D9 092• >--r----~,r'0.~18~-~0-~22~· • -• ) :.~ litl.llllli..A: TAPERED EDGES YlliERE EXPOSED NOTE5' 1. DETECTABLE WARNNG SU<FACES SHALL BE APPUED IN ACCORDANCE Yl\111 SECTION 118-705 <J" 111E 2013 CALIFORNIA BUIUXNG COOE. 2. A MOCK-UP SHALL BE PRO~DED FOR INSPECTOR APPROVAL FOR ANY OETECTABL£ WARNING SIJRFACES TIL£ 00.0R 0111ER lHAN 'Iii.I.OW CONFORMING TO rs J.lSJB <J" FEDERAL STANDARD 595C. J. CONTRACTOR SHALL PROWJE MlN. S-YE/.R WARRANTY FOR TIL£ PROOUCT NOT APPROl{I) BY CA lll~SION <J" STATE /.RQllTECT. 4. DOMES SHALL BE INSTAIJ£0 NO MORE 111AN 6" FROM D" OJRB FACE INTERSECTION. 5. DOMES SHALL BE MlNIWUM J' IN 0£1'111 FROM NSTAU.ATICJ< AND BE FIU YIID111 <J" PA111WAY DETECTABLE WARNINGS N.T.S. 31B'D1WiSDi.lJIN1 N,HCRJN. <lYP> •ll•~'IDIUl:Ai. $1i£TTS-N.:6 l$' ffl? MIOOAL $TflCCU U<mtmOVISCtml11D ••ll1frMM.O!.DfUl.lf!;Jl/lh, N.:,l'FtRUCDCWrfSllla'f! ,,.,,,..,..,,,,..,,. t»CI!/£ SIM.L 1£ 540<-llSO rutlACt'.tSSIIMPMU COf'l.fVfflj()Jl:Jil){1 ..,.,,,.,,,,,,,,, CURB RETURN AREA T YPICAL SECTION VCNJ1ClJ Ft.It'£ .DIN1S /-l/4' S4~D. "1!CX-.JJJNI tR COJM. 8' tr 8' 8' B' 8' tr B' Pf.NITllli (R C!XRCTC V~K WEAKENED PLANE JOINTS & EXPANSION JOINTS CITY OF ~E\\'PORT BEACH SIDEWALK DETAIL ,. /' Vil£ BY f' lC.CP JC PATCH MC1< TYPE A P.C.C. CURB AND GUTTER CCI.RB {N:£ SH.<W.L BC 6' lH.CSS Dll£WJS£ MJT[JJ) I' VU£ Ir I' rap l,l PATCH BACK TYPE B P.C.C. CURB <ORB Fl,(.£ s:tw.L 1J£ 6' IH.CSS DT1£1NJS! IIJTCD) ~ I. OJT1ER Stllf~[ Vl7HJN 4• (T fllM..0£ S'1W.L B£ tiMN A srm TROI/D.. W>Pt.tcs rn Trl'f w cum 3. COCR£r£ SHoU.L B£ S6D-C·325ll 4 WlJTH TllfM. n£ TCP <f·IICH (T Tl£ BACK fF MA Cln' OF NEWPORT BEACH STANDARD CURB SECTIONS TYPES "A" AND "8" STD-I82-L f ~ >-., "O ~ z (/) > 00 o z oo ,~ i.. • 0.0 o> "'w c.~ ~"' < :!; t,O .,.. N u 0 z h ii ii ¥ ! !l ~~ ;:: h I - < ~ H u g i t < ~ ,. a " 0 C -0 S TANDARD DETAILS FOR REFERENCE ONLY >-....J z 0 w u z w a:: w LL w a:: a:: 0 LL en ....J ~ w 0 0 a:: <( 0 z ffi ~ ~ en ~ ~ 9A OF 19 PLAN CHECK: 2612-2014 li ~ :::s 0 I "' z ~ ' co 18" MIN. lYP. LIGHT POLE AND BASE PLATE BY OTHERS (12' TALL) ANCHOR BOLTS BY OTHERS PROVIDE 1 • MAX. NON-SHRINK GROUT AS NECESSARY (3)#3 @ 2· o.c. 18"~ CONC. W/ (6)#5 VERT. & #3C6 0 CIRCULAR TIES (f'c=4500 PSI, W/C < 0.45) CONCRETE PAD FOOTING (f'c=4500 PSI, W/C < 0.45) 0 I " 0 I :., #308 0 CIRCULAR TIES LIGHT POLE ANO BASE PLATE BY OTHERS (12' TALL) ANCHOR BOLTS BY OTHERS (J)#J TIES T&B O 2" O.C. CONCRETE POLE FOOTING (fc-•soo PSl,W/C s o .• 5) SEE SCHEDULE SPEC. INSP. REO'O , ' , CU<I DUI Sfl\.Cllli'f l'lU< LOCAL !frP'RCSS!DN J:JJ"-.•tH..CUIIDOWl£11'£I.TIC4 scr 14M.l fT w..cr ltM !,'IJ. VMl'W1KOC1Yf'CfTOAJNQ$'Wl JCl'ar.Am' T~ TC~fl'STl·.l'f-t. f. 11£ $'t41.tl£U&,..ul d' t:lJirt:M//Ull.ll·ll't'alMl'OMIDC fT I/Cl <Km 01/UVISE M'\'/1( 1 srm, IOC l/£0.KR£/) 1,,a! 1t' IS,..,. rM tltt INSF!l.L tK srr,, W ~ fl.la \off)/'ff'/SKRrllWl>'-6'NIJJ.ffl l>Wl,'-C'. lotffl',,_lSICKnW/$'-.,.,Srt'l'f M.t If £\IOl.r SPN:l.l Ar 12' OflfRVM.S r,o, 1" A.1'.M" fl!Di ro V/TH:.lf 12' rT 1;£ UP fY It£ Jar. PUC!. S/!Pr IN VAU vmo,,1 f'll'f. airx..a SH Sl~mf-t. 4. *'fG.C~JCl'Ual ~'40;'\,',4',L ltWd£nNC.~mftS>W.LJ£~ ((JM!lif M•/:,,J(MfQ;I( VJ1'fUXJCiMi ll:vtt NiJU(ffX '!l'rli1'W: ,U.!£ 7 Ml flCJ~ t:,,wi lk10t ~I M l ll.llF,,ct IT N-1 CDCllU $.'toVI a:NT»f ~ SIW'C. i.t« 02.Dt fN$11. ~ ttOtHl. TO OJSTJH; (R ,11avso Ml N.J VAU' ~, m»c""" 8-OWi ffltllti!S USCJ ..S.UCrtrM.W-t w.Nfl..tlJtt SHolil.t rM\i" /$ ~SL11'< fT W ,0 AU llfiUTDtS lrNNI, atn.II PU'!. t t;,,,..vNO~ tll.LDll'OSll ,C,M.StMU.ICl'11ti1'lA'..Vlol/11D,-T"7£Rf~rOf NJ. tJJTlI1PJK~1 ICT~TO~~ ~JUaltCIK11UClJKl.ll£.A JL l'ff<DCMICl'Ual l!tl«rV,U. ~. fJ<fiia(T~t/N.I1f.ow.l.lC'1\oOASfffi·f.e:M.fNSX u sr~, (P(JIX, to«.1HS v mi J'"i', 1, Ill If, Nll 21 mr. ,U. fl .. m--t. UA•3U--l ffV. ,m W/11,J/1' rw.tlfi£THIMr•wo SCCTJON A-A S£CTIDN C-C ,er, ~IDOli./CirttMOUl'Jrt ~ stI Vl·»t-t. b.MlliRl#A.ilWWW tCLAQD'IOI 4• -o· x 4• -o· W/ (5)#5 T&B EACH WAY ~ 1. DRILL PIERS SHALL BE INSPECTED BY GEOTECHNICAL ENGINEER PRIOR TO PLACING REBAR ANO CONCRETE 2. STRUCTlllAL CALCULATIONS BY GRll,l,I & CHEN STRUCTURAL ENGINEERING, INC. 2015.05.22 @ihifBEEJ UGHJ E0UNDAJI0N V.C.P. & P.V.C. SEIVER LATERAL CONNECTION TYPE "A .. CONSIBUCTION NOTES: 0 •·••·c .. ,.11S0111:--»~--,.... @ •·c.,•1-w-•1¥<11""',..sm--oe-t. @~.:.--=~~ :.~.:...--., -....,., .. ___ ... 0 r-..1·vc,--. © •·c.,•1..s·o.-.,1._.'"',,_.,. __ _ --~l CITI' Ol' l\'EWPORT B[ACO rt'MJC'~~tl(P~R'IM~ SEWER LATERAL CONNECTION TYPE "A" GENERAL NOTES: 1,M ........ \lfl-low.tt .... M ••-.,. ----w•·-w. 2.M _dll_Ml•do-.. 1 -.tl" ~-~--...... _... ...... l.,.. ... ....,._ ... _S()ll: .. J6p,-<:;t,v(;I>. ~11.,........,,,/ilSfftll_.,...,._-. ._~__, ........... ~IH---jl:,t'ltl .. ttooo,I. OAAWlNCNO. llQU.:. 1. DRILL PIERS SHALL BE INSPECTED BY GEOTECHNICAL ENGINEER PRIOR TO PLACING REBAR ANO CONCRETE 2 . STRUCTURAL CALCULATIONS BY GR 11,1,1 & CHEN STRUCTURAL ENGINEERING, INC. 2015 .05.22 ~fREEJ UGHJ E0UNDAJI0N SPF.C(AL "'OTF.· '-"'-~ "--.. -,es e,c,.., """44 ""-·-lat•o,i•-N~w.ltJ-Ullll..lM~ ..,..,,.,~l!-)&a-•o.o•..-1<:k:,.-a CONSIBUCTION NOTES: ©=:,..~s~~~~-·r .. ,-. 0 ::J:.!,1~" ... ~~·~ @ •• (.-., 1011-l:!i .'l'C ·~--- 0 ~<••·~,,-.. J5~..,. ... - @ 4•(.-•1~o1<q,o<(-• .. I•----· ,....., ©:,:.:_••i ~,.... .. -.is~•· ©:.:.J;_:i-""":~~-©•·c .. ,,,,_ __ © ~•• (..-lj..,. tit"-lh\ .. --l, ®=-~=:=~ -@ ---,..,,_1 -..... ,.. ,..,..r.. GENERAL NOTES: I.,,....,_ -)f..., lo0111 I" ---M --• -.. __ _. . ...,._ 2."_t_"".,.,.,....,.. __ __-._ '-=...~ _. -.. .,_~ "6. UT_. .I.All IIQ. 41 .s.a.-.1_. .................. _, ......... ~ ... , ~ -NG.I◄(-«•-) a1 .I.All Ne, 1--« ~, -W ~ ....iy o.s.....~-----""5011--.)S~-t-="' ___ Yf:I' ____ ,.. ................. l.l'...:-bo-·l.!,...+.SI\IJOJ.l. a. 'I<"'°-!ht~ -""--11·-•todo --• •-""t'-" -• IIIM -• \• -<'Odl. .. ...... --.... .-.-.. ........ -10.SIOlfl-o_,, __ ............. _,,_ ....... 11. ~.~ll:. ~"':::(;!,~:ti::...:::-_...,. _,, ......_) ,,.0... ... -1,...to ............... CONSTRUCTION NOTF.S: <D-•,-~ .... (p,l,,,o1e)_.. __ © :-;:..~";'J•~ -• .,, w..t. ,,.. a-31-n @:::.-.... --.,-01,.n.-........ 0 ~-.;,1::.:-,.•~r.',:.,-z. @ r,..."I<",,_,_~ @:.,~ .... to'-.N800•~t- O)=~~:..~:=.- ®=---.:..r:n~=:;~rt:-:1.'-"--ot .. GENERAL NOTES: . _____ , ® =:-:::;: .. -;:..;~ ........... nv-. @) =:-.::: .=, ~~----JIIC1 IO •tH,c ®=4!•-.11111:0•..--~- @2:·•--~{......w}O'I~ @ ~Olll<f,t-. -_, • ·"' --..... 1,-1oi I. •.t -• -_,., .... -~ .... ,.. .. u ... 11 .. , .... , o1 20 fMI • ., .. w. 2. ~-=-:;i,.:;.t..:.~-:c.· ~--:.,0,, .. t:r---u,., -" • .._,..._ .,_ l.S..S1l)-~1•-~---.-..,~.---,.,,.._ 4S..S11)-50l-l""_....,.-•.,.---.. .s....-11C1w_"°'.,._..,__ .. ___ t.1o1. t.Aar•---Mtafo•••""'-,..-~ ?.-tal..,itlotlleo" ~--"°"' __ 11 ____ , .. ._..,ol ..... h(',Jopodili ...-.-~-·-·•-·.W..,, .... tlo,,o- CITY OF NEWPORT BEACll fUIU("\l.o«.l:&OOAlTMC.'lt ~-CITY OF NEWPORT BEACH ~r -t------""-"'-·--~~""~'="~"· ~""-----, SEWER LATERAL WITH CLEANOUT Dll.AWINCNO. 2" WATER SERVICE 11£'111'-0.JoolOI> ' ORA.\.\1/'IG!'/O. 'lto~•llo. Trapzilla• Grease l~terceptors A""11MACO'l«h~logy TZ-1826 Speclf1catlons ..... -............. -...... _ .. _ .. . ••.•✓ .... •. ' > I-:✓..:.~~,, •??;:;-:{:•:) ' (};:t:~:;:::;, ::--"-?--_, .... ____ .... ,_ .:.:..J::~ .-' TECHNICAL DATA EfAili8f.S; Off..-rs a ll.,t gre.ise wpo.ration Coo.mucti;,d ol cor~oo rcslst,ml mtUt-rialS suit.wk fut instalhuioo in \'lrtu.-tll}' any loC'aUon. Comp.ict footprint. lncludt!S dual 0-JS" ~xtl.'l'WOll rollars fot In-ground installation. "'°""" ClluAA "-""' (TIU.-) ------------@~ 8 Mamul'l"-AowRMl"V -------~•OOGPM{UI,.,.) Totall.Jquld~(w&lllrnr)' _____ ~?"4Gallor-.jl.037ll CltMMAatar,l,;,nC,apadfyJASME~---1.82&Po.nck(82:8~) ---24t.na.or.(!M1l) 6oldJRi&d011C,ipdy(Mb'N.led)· _____ 14galo,-.(290l) ~OI.Mlll,,: __________ 4"(l(12rar,i) e-2015ThetTMc:to,~·Mnr/t.~·~Pa&lru~·~dlj«::tb(Nl9-dtioultoOliice ~ he.· f'OBox 2$48 •A.thet>Oro.NC :21204-25-4t•('30)e:zt4$1 •-.trepzll.a.oom CONSTRUC110N NOUS: (D ~=:-• -,... ro-•n.l•l ©~--•Y•••• @-.r-""'-•,-i' ... ©-•·-""" ©•·-........... --- @--,..11'0-tOH CITY OF NEWPORT DEACII "'~.._u,.uc,u~,-, GENERAL NOTF.S: l .... _._ _____ _._11_,_._ ::::::..--.. o.J0---, ... -- 1.,., ___ ..,. __ ,.._ ___ _. ..... .,.,., ___ .,_ ··--........ ---.. -♦ ..... -;___~= ~~=-=-~..:.. 1.w_..,_ .. ,,-• .,- STANDARD MANHOLE SAMPLE BOX WITH PIPE CONNECTORS 24• OI"'-CASI ~OH MODEL EV200 Nu.ul. ANOCO'lf:R~ 'MTH G.1t.Sk(l VAR!.-.SLE COMPAC:TCD fl.: ~ _/ UNOIST\JR&O CAMfH sec CONN(CIOA CCT41L ~~·•~sTROJCH ~·· £~~ .\1LW 7 P\.VM8't-fC 8[TY,CO. TNltt ,IJt:)60)1:SOff'UCO JJ.IO Gi ~n -~E•::· -----~-v~Afk.£~ - FUii \C'I' ll!SCE. ~ • OUlSIOt CO\ot'S..,.., ,MC,tS _,_ Si(I,/()',(~ ~ CCtlltCC!CR (2-lt#.) 80)( 'I\OC>ll; 860 t.BS. OCfA/L eox oc~ LOA&. H-20 m,,mc 80~ 1.0 SURr,._<:£ .ARCA.: J,147 so. n SA.MP\£ eox MUST et PLACEO <:N SUITA9L( 8.lt.Sl Of C®"ACTED SOL CA Ul'dlfSTUR9CO (ARTH ~ TRAITIC OOCltTIOH. 0 z h t! I § ~ ii ~ -b < ~8 H u 1 iii~ • ~-11 fi p H ~ §8 - STANDARD DETAILS FOR REFERENCE ONLY >-_J z 0 w 0 z w 0::: w LL w 0::: 0::: 0 LL Cl) _J ~ w 0 0 0::: <{ 0 z a: ~ I Cl) ~ I 9B OF 19 PLAN CHECK: 2612-2014 . .., l CONSTRUCDCN NOTES· 0 ;::r:.::::,1-:-.:---c....c-u.- ©a-.----n,A.--P-4 @----Cl&1•~-©ou ____ ('J) @•'11>•---...r-•---- @~~-=.:-...~~•..:._r..•- c:D~-:,,==•-o_._,r,n.,,., ®:: _, ,:--.:-~ =:-..:::--"r" ..i--=:: GENERAl NOTfS· ®=-.::,;::-,::::---..- ®$:=::-~~,!'-==---:::; @:;-~_--.,.... __ _ @ :.=t:""..:: =-' ... -.... -"' @=i='!r..!=S .:..-~ ..:.---:- ®:::.."'"1---... --... -- ®--•-,,.,no---.. ~ -:....-:,-:;.~t::i:."".,:::.."l'c:...•.:.~.......--""='::0:-~ ... , .. ----(I) ., .. _______ ..,.._ .. _________ , ____ ... __ .... l.~'!:\!'~l,·---~--... --·----., ______ .. ____ ,.Oli> __ ,,f'_,10"- CO~UCTION NOTES· <D:w...:::--'--~- @:'!;:'~~-:.~ @ =-== e"' ... i:r ...:.- 0--•oa..,s'l>-!<6-1.. o----~-~, .. -c @r,.u._.o. ,.~--................ _,. __ .. ---1 .. -.--.... -.,.. • ,. __ .. __ , ...... --> <. u~-::::::.~;;..":E:-=-. ,_ ., ............ _____ _ as----. CtT\' 01' NEWPORT BEACH Double Check Detector Back:flow Preven1ion Assembly f'JIU:•\lUJor,Aln<J:., ~ CITYOfNF.WflORTDE.ACII I--------< HH(Alltlfllfll'GM.TI. :::=~rc✓:sr~ MTH "°"'MY l1.. CAI.. VANIZEO nwn: .... STEa GRATE UtUltO.QIU , .._.,. _ _,,..___.,._,G-..0.0-- 1 ..... .-.....tn•......_••---•-•~"----~·-·-• •-.no._,, ____ ._, __ ... .... "'1 I r .. r .. ,.. 1)rt,r r 11M d~••r ••1t1t,.-;w u<.r~ ~, .... ..,..,oc.,-0,.11 r tN O r ,1r .-• 11r,1T' .. ...: • ......,_"fl;_ tilt (C,,l«.DO'f(""Dci.J.'oAA\UO~ 1flf t.0.U. R.~TlOff<,•T~I '-JU . .,..,. 10" K\°'"Q'I,) "'~"""Dll''"ll"''O -......,.,.<.-,, WATER MAIN TAP WM.L NID ._.... ~ NID ........,.,.,.,.........,.,. ... y --- ..... .., I .,.,.,._, ' ' II ■ A..arfci-t■'l .w1rf(l.1•-i ....,.n"(l.nJ) .wtrf(l.isa') 11111 lldfn"(Ula') .... ,.,.cua .. ') •nn"(l,M■') ~n"(UI-') ■I ~rt"(U7,-') M4n°(\.a•') 1, ALL.CUMDCCINCIWll ..... ol!CllaWL•PCMG>ft~fUMl.l#>.w&.11:rt• _""....._ a. CIR aMTM ■ M1C1.1111D Uil8I O'lte'llll ..,_ Clf K PL.MIi. ,. &liQ'J~~~.JWr.wli.ii:.i,~ 1"l .... M H: .,,,;;a~&Cll'l:~~ALL.~ TOM Cll1UT. .__ ·-~...-(\,111) '4J•~:,a~°Ll=..r~~"1"[ Y1• N ..-.M ATM:lf'G'Trl 'It.: NZT • .cmz) CIN 11C 1'VM. ••~(IOO->,r:a•W,--M/0~--~(Wl-.) ... Wtl,anmw. A -....... IN DD:IMD, IN1IJICE"IID n H canuuc r, ... OCNCD'l'CII,.. I#> ... CATCIH MIIM WU 'tO ..:14 .. CICINtm:'IQII ..._■ ,AfTIIIQD,,. 7. THI'~~ IM. .......,D..,... =~ct,~ ~==MA1Mfl0RCATCIH.,._. .. ,a_~ ,v.sac.,. ..... STANOAAO PLANS r011 PVIIUC '#OAKS CCINSTRIJCnON GRATING CATCH BASIN-ALLEY (LONGITUDINAL) DETAIL •e• !!'!'!W:,oDN'TPm .....-o Q9lpp' m CASE 1 +~~itif ~ ~ = SADDLE CONNECllON !!!!!!! 1, ~ClCU.Nt II ll[QURI) 9E1E THE Owtc:11: tt CIIU« 2. Ftlll QJlt'tlE J0lf11 (Ila DCTAL 1. IHEET t) f,.~~~ ~~~c,a ... 1 9IPWC ~1.14. .,.., ""1M[ ... ,.,.,. • ~ ·- .TO a, °""'lJ!', ~ LJ'0-&1"'\-'l«.'!"l..'""' eo~~A~9111UCW 3.. 00NCRETE CDJ.M 1HAU. NOT If USED '1M A lltt OwtG1: ON ""'""'"N. .__..,. ...... a. = ~ 'ftWf 7r (1900 fflffl) 1Pm.M. 00U.Nt DITAU t. Ftlll PP£ tm: NOT USTm U!IE i.xT SZE LNICIEJt. 7. ~ aW1. CXJNltlW to A81III A 11& (A 11& M) CIWI( .. ~~.,~~ 0, 1HE QltCU.M •• ~~~Ml6'a~~ACD ., m,QAMTU .,.... . .,.,.,. . ~Tt=~~~.p,~~ .. ~ 10.~ """" NI( 1 M QR 1 t. r~(:C,.la.~4:r~o~::_~9"mflED. I. 'nC OIJT1KII[ DLAMEllR o, 'TH[ NZT !'ft 9W.L NOT max, 1/'1 TH[ ... ~ 0, lH[ .......... 3,, 1Hr: Kn ~ IHMJ. DnU1: lH[ MMf LN LIIADW.LY. F lHE N.rt PP£ CNN:JT DfflJI MEUrU.Y, fflDI ANOlHEJt ITNONID snlUC'MEIHMJ.IEIPID"C. 4. TIC azE aF THE 0f'IMr+O lffl) llC W.MN UC IHMJ. It 1HE ~~.W:.':J.E N&T ,w l'WS 1• (JO mm).....,.. a. AU. 00NNE:1'0II '9'U Rift CAIi ,. tHM.L -DICAlm ., Cl0NCIIEE W Uri) .,._ M fUrlril L..: DCCAVATID TIEKJf (Ill F I.Al) ON FIJ. __,. HAS NOT 111M oo.1ID. f. .... (Ill CHP DI) 0, 00tNEICTOI 1¥1: N'5t W'IH MIDI ... ACE o, MAit UilE. flClN> mcz t:I CC1NC11E1t 191: OR fll<P, 7. ALl. C9' NG '"1ltGS 1KAU. I[ QH.VNIZE). I. ITA'IKlf ll'D:lf1m ON 1HE Pl.NCI ...,,... AT lH[ INTDtlEC'Tl0N a, lH[ IC..: WALL 0, ...... L1C NG 1IC ClDf1UllNt 0, OUT..._ ._ CMl:lewJ..NOT•utm'IOCCNIECTtt)lH[fl.0Cllt:#A GftATl,f; CATQt MIii wttEJE THE GRATE aJ.. • tl&C'T to ...,,..._ ,o.~~~nr ...... ~~£"',,:g_,w,r[ IHNJ.. C6IU 11-=~~~=-:r:~W'IH~J.NCnQN 11. 1IC OUTSIDE DlAIETIJt OF 1HE N£T NI£ 9W.L. NOT IEXCUI) ONE-+W.F 1HEINll)[DINriETIJl:OflHl:WAIHLIC. 13.TIIII Cfll CUT&MlOI..I: tom NJ(LYOWJI TIC o.naJE 0, lH[ MAI\I I.IC so rrs AXIi ..... ON nc UC Ne CM.trD[ 0, llC 00N£TOflt PA:. 14. lH[ OPD1NG tffl> 1HE PFf IHMJ. IE CUT Ne ffllAm) to m 1HE SADDLE a:> lHAT NO ~ART al. "'°"'"" .,... 1HE l0R£ 0, nt[ ........... 11l.lHE<XNiECTCIIJ"PtaWLIIEaff<lrnD ,._.,_,. t4 CASESt Nltl)2. 't ~ ii; "0 Q> <I) > 00 z 0 o= in .. . > i:i.= w Q. ~ a:: <~ .c= . .,.N u g h H ii § " ~ ~ a ~~ ;:: h ~ - < ~ H u 1 Ii !. 2 ~ h ] Q ~& STANDARD DETAILS FOR REFERENCE ONLY 9C OF 19 PLAN CHECK: 2612-2014 NOTE: 1. POlHOLE CONNECTION LOCATION OR CROSSING 2 WEEKS PRIOR TO CONSTRUCTION. PROVlOE ENGINEER Yr'llH A CAO FllE INDICATING HORIZONTAL LOCATION OF TOP ANO BOTTOM OF PIPE, PIPE SIZE AND MATERIAL 2. CONTRACTOR TO AS-BUILT WATER LINE PRIOR TO BURIAL ANO PROVIDE ENGINEER WITH HORIZONTAL AND VERTICAL LOCATION IN AN AUTOCAD FORMAT. 3. IF ANY UTILITIES ARE UNCO'l£REO CURING CONSTRUCTION, lHE CONTRACTOR SHALL AS-BUILT lHE HORIZONTAL, VERTICAL, MATERIAL AND SIZE OF lHE UTILITIES ANO PROVIOE lHE ENGINEER v.1lH lHIS INFORMATION IN AN AUTOCAO FORMAT. 4. IF ANY KNOii>/ LATERALS ARE UNCO'l£REO CURING CONSTRUCTION, THE ENGINEER SHALL BE NOTIFlEO. THE CONTRACTOR SHAU. AS-BUILT lHE LATERAL UPSTREAM TO lHE END POINT AND PROVIDE THE ENGINEER WITH HORIZONTAL, VERTICAL, PIPE SIZE ANO t-4ATERIAL IN AN AUTOCAO FORMAT. 5. AU EXISTING DOMESTIC WA1ER METERS AND FlRE CONNECTIONS SHAU BE KEPT OPERATIONAL UNTIL FINAL CONNECTIONS ARE MADE. lHE CONTRACTOR SHALL COORDINATE ALL SHUT 00\\N ANO FlNAL CONNECTIONS Willi OWNER, CITY OF NE\WORT BEACH AND lHE FIRE DEPARTMENT. 6. ALL DUCTILE IRON FITTINGS SHALL BE C-100. 316 SS FOR AU. NUTS AND BOLTS. 7. NEW WATER MAIN SHALL BE PRESSURE TESTEO, DISINFECTED, AND FLUSHED TO CITY SPECIFICATIONS. IMPORTANT NOTICE Seetlon 4216/4217 of th, Go.....,,ent SURVEY & BENCHJIARK: INT • 6+27.60 CENTRAL AVE. l \' ' ,' ' DETAIL "A" , •• 5' Code= i,D~AJ;'J~i~c:o11cn 8ENCH11ARK: 3 J/4• OCS ALUMINUM BENCHMARK DISK STAMPED •u 1415 1986• NA\088 El.EVAllQi 9,196' • ADJUSTED TO M.l.LW. 9.57' le ~I I . . ~ i:il iii ;1 _, I-f 61 I kx..'P\JBtJC .. ~ ~ ~ U T D :: i ~~ r I ;;: I • ., ?; . r.,,. ----,-.. DETAIL "B" ,. - 5' LINE TABLE NUMBER BEARING LENGlH Ll N23'49'54"E 10.81' L2 N6610'06"W 154.76' LEGEND EXISTING WATER LINE TO REMAIN PROPOSED 5• WA TrR LINE EXISTING WATER LINE TO -- --BE ABANOON IN PLACE DEMOLITION NOTES ----CONSTRUCTION CENTERLINE -----CENTERLINE ~ ABANDON IN PLACE EXISTING WATER LINE. ~ REMOVE ANO RELOCATE EXISTING FIRE HYORANT. ~ PROTECT IN PLACE. ~ REMOVE EXISTING WATER VALVE. ~ REMOVE EXISTING 90" BENO & lHRUST BLOCK. ----RIGHT-OF-WAY /PROPERTY LINE ----PARCEL LINE TOP TOP OF PIPE BOP BOTTOM OF PIPE WATER NOTES @ INSTALL 6" 90' BENO (MJ , MJ) v.1lH lHRUST BLOCK PER C1TY OF NEWPORT BEACH ST0-510-L-A. @ @ INSTALL 6" 22' BENO (MJ , MJ) v.1lH lHRUST BLOCK PER C1TY OF NEWPORT BEACH ST0-510-L-A. INSTALL 6" 11' BENO (MJ , MJ) v.1lH niRUST BLOCK PER CITY OF NEWPORT BEACH ST0-510-L-A. 6 lHRUST BLOCK "a' FIRE HYORANT 90' BEND ' 45• BENO 22· BEND 11' BENO ® WATER VALVE I -I TEE @ INSTALL 6" PVC C-900 CLASS 200 PER CITY OF NEWPORT BEACH STANDAROS & BEDDING PER C1TY OF NEWPORT BEACH STD 106-L. @ @ GENERAL CONTRACTOR TO FIELD VERIFY ANO RECONNECT ALL BUILDING FIRE CONNECTIONS TO NEW DCDA/l-"OC STRUCTURE COMBINATIONS. REINSTALL flRE HYORANT (FROM 5+13.56) PER CITY OF NEWPORT BEACH STD 500-L WllH CONCRETE PAD AROUND HYORANT. GENERAL CONTRACTOR TO FIELO VERIFY HYORANT MEETS CITY OF NEWPORT STD 500-L AND INSTALL PER STD 500-l. @ ~ESPTtA~EE~A~~ci~R~ii ',~s~~ ~IfWo ~r: :~~~irr ~;A~~~~Ts~5A&~ STD 503-l ANO CONNECT TO s· MAIN LINE. aTY TO @) INSTALL 6" TEE (MJ , MJ) v.1lH lHRUST BLOCK PER CITY OF NEWPORT BEACH STD-510-L-A. @ INSTALL J" METER ANO BOX PER C1TY OF NEWPORT BEACH STD 502-l. @ ~fl:RLLA~~ ~~~RRi~t ;~ ~~~r~~~~T S~A~20t~ ~JB~ ~O~E~~~~S~~i:~~NS~ciNLJEf~o F~OTU:~Gt't~~;PIMPROVEMENTS @ INSTALL 1• SIERVICE v.1lH 3/4" METER, BOX AND RPPD PER CJ1Y OF NEWPORT BEACH STD 502-L & 520 LA. © @ RECONNECT EX. FIRE SERVICE LINE (SIZE AS NOTEO ON PLANS). INSTALL MAIN LINE VALVE (MJ v.1lH RETAINER GLANO) PER CITY OF NEWPORT BEACH STD 508-L @ ~f';.;;l~c~~~N g-iYRi~~:~c~'w:'~~~Vl~Dl~Jg..;t_ N::pi~~: ~~:;~~ ~E:"ci\>Fs~~~RL.BEACH STD 503-L AND CONNECT TO @ ® @ @ RECONNECT EX. WATER LINE TO NEW 6" MAIN LINE. CONNECT EX. FIRE HYORANT (LOCATION TO REMAIN) TO NEW 6" MAIN LINE PER Cl1Y OF NEWPORT BEACH STD 5DO-L. FURNISH AND INSTALL 6" CONNECTION v.1lH LONG SLEEVE COUPLING, RESTRAINED JOINTS PER MANUFACTURE'S REQUIREMENTS. GENERAL CONTRACTOR TO CONNECT TO EX. 6" OIP STUB FROM WATER VALVE v.1lH NEW TRANSJTION COUPLING (DIP X PVC) AND REMOVE INTERFERING PORTIONS OF EX. 6" DIP. @ RECONNECT EX. WATER METER LINE TO NEW 6" MAIN LINE. Permit to Excowt, di be YOlid For )Qlr Dig Alrt ID Number Coll L3 N25·35'2o·w 222.23' L4 N1s·3s•2o·w 50.51' @ INSTALL 6" FIRE SERVICE DOUBLE CHECK OETECTOR (6" ZURN v.1LKINS MOOEL 4500A) BACKFLOW PREVENTION ASSEMBLY PER CITY OF BASIS OF BEARJNGS LEGAL BOUNDARJESHASEMENTHUSCOE AI.TAOATEO 1.1~13 ~/irz:~_BT~'iic:Et~ ~?Rill'rr51~-,1; ~~J~A~Rl~i~~ry,~~ FDC CONNECTION ANO ANTI-TAMPER SWITCH. 3/4" CONDUIT FUSC<l: ALTA POINT 10318 -FOOND GEAR SPIKE ANO WASHER STAMPED L5 N26'00.22"E 22.08' L6• N46-04'Jo·w 99.63' UNDERGROUND SERVICE ALERT "LS 6970" AT THE C.L e.c. CF ~A LDO, OPPOSITE f3,400 ~A UDO -N @ INSTALL s· TRANSlllON COUPLING (PVC X DIP). 2172624.45, E 6050667.58 L7• N9'52'J4"W 118.43' "' I w \i iii "O ~ z 1/) > 00 0 Z o= "0 -• ~~ c.= "'w Q,,~ ~ a:: <~ .o= •-N u 0 z Ji il i ~ ~ 2 H • ~& u H ~3 j ~-5 h H 26 I--~ - 1-800-422-4133 = ~T~%'.k_Nfi£'.J.;/~t&,~~l-':: =~:T t~J0.64 @ ~J;r~~O~L~~oucC::Nf~is-iiRJAf:i\N~~R <~Jiu~~ R%~~J~~Mpi~E\u9~~~L) ~<t<A~~rc~~t~t~E: F~~~:;~G:~~NDWG. NO. 2 ~cri<~:~;;:,::~:g Dig AOOITIONAl PICK-UP/CONSTRUCTION TOPOGRAPHIC SUR'v{Y & STAKING •=NSTALL PIPE v.1lH DEFLECTEO (2· MAX) JOINTS PER NEWPORT @ INSTALL 6" TEE (FL , FL , FL V.,lH FL TO MJ ADAPTER) v.1lH niRUST BLOCK PER CITY OF NEWPORT BEACH STD-510-L-A. ::J L ____ .;;;;;;;;;;;;;;;;iiiiiiiiiiiiiiiiiiii;;;;;;;;;;,, ____ ..,j_.PREP_ARED __ BY_w•w•AM-C•ARR-PlS-• 5 • 41 • 0 ------------1---------------;~E~/~~~~~;f=0~E;g~:r~<;,~~:N:o~~s~(N~~~;-~~g~N:B~~o~"&_~-s:2s~1.s~™:1AN:P~1~:~~7~f~-•G•lH-=-1o•··•R•A•D•1u•s-----------------------------------------------!"!!"'!'!'J~"1~0~0l"!F~1~9~Jl PLAN CHECK: 2612-2014 • BLDG 3450 7' EX. BUll,D<NG FS ± .J ~~EASE INTERCEPTOR IMPORTANT NOTICE $e<;lion 4216/4217 ol the Government Co<!e requires o Dig Alert identif1<:olion Number be issued befOf"e o Permit to Excovote will be volid FOf yoor Dig Alert 10 Number Coll UNDERGROUND SERVICE ALERT 1-800-422-4133 For Underground locating 2 Working Days before Yoo Oi<J V NOTE: 1. TRENCHING AND SHORING PLAN (AS NEEDED) BY GC AS DEFERRED SUBMITTAL FOR PERMIT ISSUANCE. 2. EXISTING SE~R CLEANOUTS SHALL BE INSPECTED ANO MAY REQUIRE RECONSTRUCTION PER CITY STD. 1406-l. SURV£'1 t BENCHMARK: BENCHMARK: 3 J/4• OCS ALUMINUM BENCHMARK DISK STAMPED ·u 1415 1988. NA'v088 ELEVATION 9.196' -ADJUSTED TO Ml.L.W. 9.57 BASIS OF BEARINGS lEGAL BOUNDARIES& EASEMENTS: FUSCOE ALTA OATE0 1·1~13 FUSCO( Al.TA POINT 10318 -FOUND GCAR SPIKE AND WASHER STAMPED "LS 6970" AT lHE C.L B.C. OF ~A UDO, OPPOSITE #J400 ~A UDO -N 217262'-<5, E 6050667.58 fUSCOE ALTA POINT NO. 13 -FOUND CUT 'x' ON SID(WAIJ( AT THE N.E. CORNER Of CENTRAL A\{. AND VlA OPORTO -N 2173139.◄5, E 6050◄30.64 ADDITIONAL PICK-UP /CONSTRUCTION TOPOGRAPHIC SUR\1£Y & STAKING PREPARED BY 'MLUAM CARR PlS 5410 • EXISTING WA TtR UNE TO REMAIN PROPOS£0 C WATER LINE EXISTING WATtR LINE TO BE ABANDON IN PLACE ----CONSTRUCTION CENTERLINE -----CENTERLINE ____ RIGHT-OF-WAY/PROPERTY LINE ----PARCEL LINE -s~-PROPOSED SEVr'ER LINE • 6 THRUST BLOCK tr FIRE HYDRANT 45' BEND 11.25' BENO '81 WATER VALVE I I TEE TOP TOP OF' PIPE BOP BOTTOM OF' PIPE SEWER NOTES Q) PROTECT IN PLACE. " :c @ ~f W~~f~~A5c°to~. s~~1r;i:;Ji~~-LINE, BEDDING PER CITY @ ~{~6~r5~~~t~YD~~:o.L~~A~o?.9~NECTION PER CITY or ~ 20 --;J (Ill FEET) I INCII • 20 r((T T 110F 19 fJ) 6 iii > w a: PLAN CHECK: 2612-2014 c CONSTRUCT VARIABLE HEIGHT C\JRB FROM s·-o· ciro ~i£JOSi1Nc s AND RE-SIBIPE MOlll TO MA EX. LOCATION AS SHOVIN HERE / I / JI ; i. NUMBER L22 L2J L24 L25 L52 L54 l55 l56 CUR\t: Ct C2 CJ C4 cs C20 C21 C22 CO\s,RUC GC 10 c,JRB ~ -0 2•· 'l(,0E 101' I I, LINE TAII.E BEARING LENGlll N66" 06' /9"W 16.78 N2J' SJ' J6"E 8.04 N66' 06' 24"W 1.50 H2J' SJ' J9"E 41.61 N/0" 14' 11"E 2.16 N/0' 01 40"E 7.47 N66' 06' 2/"W 2.80 S22' 54' 40'W 5.68 OJRI{ TAil.[ DELTA LENGlll 92' 59' 26" 40.72 90• oo· oo· 15.71 90· oo· oo· 15.71 88' JI' 40" 2J,18 90· oo· oo· 2J.56 76' 20· J2" 19.99 76' 14' 01· 1,JJ 90· 58' 59• 1.59 UNDERGROUND SERVICE ALERT ® KNO'NWHATSBELO'N. CAl.L BEFORE YOU DIG. Call: TOLL FREE 1-800-422-4133 TWO WORKING DAYS BEFORE YOU OIG RADIUS 25.09 10.00 10.00 15.00 15.00 15.00 1.00 1.00 i UHE TAII.E HUMBER BEARll<G LENGlll LI N2J' SJ' J9"E 105.77 L2 N2J' SJ' J9"E 115.46 LJ H66' 06' 2/"W 15.58 L< H2J' SJ' J9"E 2J.41 l5 H68' SJ' J9"E 20.6J L6 H66' 06' 2/"W J,00 L7 N2J' SJ' J9"E /6.2J LB H2J' SJ' J9"E 84,7J L9 N66' 06' 21•w J.00 LIO H2J' SJ' J9"E 11.25 LIi H2J' SJ' J9"E 4.46 Ll2 H66' 06' 21°W J.00 LIJ H2J' SJ' 29"E 1273 LI< H66' 06' 21°W J.00 LIS H2J' SJ' IO"E 4.27 Ll6 N2J' 52' 59"E 66,J2 Ll7 N2J' SJ' SO"E 11.23 LIB H66' 06' 2\"W J.00 Ll9 H2J' SJ' 41"E 6J.64 l20 N68' SJ' Jg"[ 2J.07 ,. W-PER PLAN I ,t { . ,. rn 1i:• ibc. ~ ew ,---••1 4• C.A.B. CONTINUOUS 4 EA. CONCRETE ''V" GUTTER ~-,-..=;;;;;...-~i....,..--..,,r/ •n ~ 71,-1~ Ex.f1_/ 'I /II,. I•, °UHAU~~ ~~~~ ~~~ CONSTRUCTION NOTES -v/~11 I ><II SEE BLOW,UP / ~11 DETAIL SHEET 13 F0R ACCESSIBLE PFKING eox TO C\JRBFACE l F<R FlNAL LOCAT\00 ANO MOUNTING O REPLACE EX. METER BOX Mlll HEW METER BOX PER QTY STD. (AT FlHISH GRADE.} ~ ~ ' FFE=8.97 D GC TO INSPECT EX. S'Ml C/0 RECONSTRUCT PER CITY STD. IF NECESSARY ANO/OR ADJUST TO FINISH GRADE l SIGNAGE PER C8C 118-502.8 SEE ARCli, PLANS i PROTECT IN PLACE. 71 CONSTRUCT 4° PCC SIDEWALX PER HEW<RT BEACli STD. PLAN 180-l; (2X MAX C/WSS-SLOPE SX MAX IN OIAECT\00 CF TRAVEL} @ CONSTRUCT 6" QJR8 PER HEVIPCIRT BEACli STD, PLAN 182-L TYPE 8, @ CONSTRUCT 6° QJR8 AND OJTTER PER NE'M'<RT BEACli STD. 182-L TYPE A I L1J s: ~o ...J ...J :c L1J (.) (D f--L1J < L1J ::;; Cf) LEGEND --- --aNTER UHE --- ---PROPERTY LIii£ APPf/OXIMATE LIU CF SA'IIOJT EX. PAlt:MEHT TO BE REMOlt:O ANO REPLACED PER GEO-TECH REPOOT 4" HIIA TYPE B AC/ 6" CLASS I BASE k.-J '; j° (IN FEET) 1 INQi -10 FEET KEY MAP s CONSTRUCTION i PROPOSED! I CONSTRUCT 8° QJR8 AND OJTTER PER HE'M'<RT BEACli STD. 182-L TYPE A CONSTRUCT ACCESSIBl£ RAMP PER HE'M'<RT BEACli STANDARD 181-L CONSTRUCT MOOmm TYPE Ill DRl\'EWAY PER HE'M'<RT BEACli STO. 166-L EX. ROW 10.oo' 60.oo' JO 12.00' 12.00 LAN LANE CENTRAL AVE. (itPICAL SECTION EX. ROW J0.00 18.00' KJH 6" CT WEST 8.00' REPLACE EX. STREE1 UGH PUU BOX Mlll HEW BOX AT FlNISH GRADE. (BOXES IN STREE1 TO BE RELOCA TEO ONTO SIOEWAU<} I AO..IJST ELECTRIC VAULT TO FNSH GRADE PER UTILITY PUR\t:YOR STANDARDS. REMO>£ ANO REPLACE AC PER Pl.AN GRADES JCJH TO Nt:W ORllt: APPROACli. RESET EX. BR/Cl< SIDEWALX Mlll 2X MAX CROSS SLOPE (BEOOIHG PER GEO-TECli RECOMMENDATION DR MATCli ElOSTIHG BEroHG.} @) INSTALL CONTECli 6X12 STORM FLTER VAULT MTN H-20 VAQT CO\t:R SEE YQIP PLANS roo DETAILS. @3) CONSTRUCT a. CURS ll<l£T BASIN PER HE'M'<RT BEACli STANDARD J06-L Mlll LOCAL DEPRESSION PER Nt:'M'<RT BEACli STANDARD JD4-L I CONSTRUCT SINGLE GRATE DROP IHI.ET PER SPPIIC J04--J. CONSTRUCT V-OJTTER SEE DETAIL HEREON. INSTALL A-2000 H-2D PVC ST<RM DRIJH PIPE (Sl2E PER Pl.AN) BENDS AND FITTINGS AS REQUIRED 8EOOIHG PER HEW'OOT BEACli STA/fJARO 106 (2-SACI< SLUR\lY BACI< FlU IF CO\t:R LESS lllAN 1'.) @) INSTALL STREET UCliT (STERNBERG 6590SRI.ED PER SEPARATE LICliTIHG PLANS) SEE DETAIL 218 SH-9B F<R BASE. (MR/NG AND PUU-BOXES PER SEPARATE STREE1 UCliTINC Pl.AN BY OlllERS.) I INSTALL INTERSECTION "STOP" MARKING AND MUTC/l RH SIGNS PER SPPIIC STD, 172-0. PA/HT 12° (2 COATS MIN.) \IIHITE CROSSWAU< SIBIPING MDlll PER PLAN. ACCESSIBLE PARKING STALL 2X MAX. SLOPE ALL 0/RECTIOOS. SEE DETAIL SHEET 12 FOR SIBIPNG & SIGNAGE. ABANDON ANO PLUG EXISTING DRl\'EWAY PER CITY CF NE'M'ORT STD. 16:;-L CONSTRUCT MOO/Flm CllOSS OJTTER PER HE'M'<RT STD. 185-l; SPANOREL W-8'. FlOYU<E 10 FO-LOW H<Rlll'M'ST EDGE (ornHm BOUNDARY CF CROSSWALX} I PAINT YIHITE 4° (2 COAT MIN,} PARKING STALL PER PLAN 0/IIENSIONS. CONSTRUCT MOO/Flm (Wlll GRADES HEREON) DRl\t:WAY PER NE'M'<RT BEACli STANDARD 161-L FURNISH ANO INSTALL TEMP<RARY CAP ON SID PIPE F<R FUTURE CONNECTION. FURNISH ANO INSTALL TRUNCATED DQIES (MIN, J' OEPlll FUU MOlll CF PAlll CF TRA\t:L) PER NEYIPDRT BEACli STANDARD 181-L NOTE 15. I CONNt:CT TD EJOSTING STORM DRAIN Mlll CONCRETE COU-'R PER SPPIIC JB0-4. CONSTRUCT MANHOLE PER SPPllt J21-2. INSTALL Mi!ll.STOP SEE DETAIL ON SH-9 CONSTRUCT AC PAW<G PER GEO-TECliHICAL REOOMMENOATitl'lS; ~• HMA TYPE 8/8" CLASS 2 BASE NOTES: LANOSCAPNG SHO'loN HEREON FDR REFERENCE ONLY RmR TO SEPARATE LANDSCAPE PLANS. SITE F\JllN/SHING (BIKE RACl<S, TRASH CANS ETC .. ) SHO'IIN FDR REFERENCE ONLY, FlHAL LOCAT\00, TYPE & MAlrnlAL PER ARClilTECT SITE FURNISHING PLAN. PARKING 9'0'11N HEREON 45' GC TO OOOROINATE FlHAL LOCATION CF PARIOHG METER POSTS (CITY CF HE'M'<RT STANDARD 922-L) Mlll CITY. ALL EJOSTIHG UTUTY SURFACE BOXES. VAULTS ANO MANHOLES TO BE RAISED TO FNISHED GRADE PER CITY CF NEVIPORT STANOAROS AND SPEOFlCATIONS <R UTILITY PUR\t:YOR SPECflCATIONS : I ~ ~b . .,;;_;;..:::~:i{C7) t i .·.;·1··.•.·.·.:.E, •. •.• .•. --.:.·.AL~ ...•.•. ·.,.·.·.· .. •-.·.· ... t .•. • ... ··-.•.l .•..• :1,.·.•.·.•.: .•. I.i.1 ! ,=;;_f ~ ~iff f-::'>< ·,. • O -~ f i.·'-"-.:.,;;..;.;;;..cc~ i I· "' :i: w ~ io -e QJ (/) ... 00 z 0 0 0 iii I. • > 1:1,,= w 1:/., '""! a: <~ c= •• M u 0 z h • ' ii 0 i j ~ ii fl -h ~ I < H <.> 1 .. h i i! )l ci I--◄ I-- ------- 12 0F 19 PLAN CHECK: 2612-2014 I ,;; r NUMBfR L40 L41 L42 L4J L44 L45 L48 L47 L48 L49 L50 0 8 -..J LINE TAB\.E BEARING N2T J8' 58"W N2J' 5J' J9"E N21' 06' 21"W N68' 11' 2J"W N2J' !'>J' 55"E N2J' f>J' J9"E N68" !'>J' J9"E N68' !'>J' J9"E N2J' !'>J' J9"E NJT J6' 42"W N80' 19' 51"W KEY MAP NTS l£NC1li Jl.91 28.72 9.12 J.J6 11.50 5.00 8.42 9.12 72.85 JJ.49 21.60 UNDERGROUND SERVICE ALERT ~ KN<J.IIWHA.l'SBELOW. CALL BEFORE YOU DIG. Call: TOLL FREE 1-800-422-4133 l WOWORKING DAYS BEFORE YOU DIG -G-- 0 CONSTRUCTION NOTES INSTALL CONlECH 6Xl2 STORM flllER VAULT 11111\i H-20 VAULT COVER SEE WOIIP PLANS f<Jl OCTAILS. i PROJECT IN Pl.AC[. CONSTRUCT Cl. CIJRB INLET BASIN PER NEIIPORT BEACH STANDARD J06-L 11111\i LOCAL OO'RESSION PER NEYoP<JlT BEACH STANOARO J04-L @ CONSTRUCT SINGLE CRAlE DROP INLET PER SPPI'«: J04-J. @ INSTALL A-2000 H-20 PVC ST<JlW <JlAIN PIPE (SIZE PER PLAN) BENDS ANO flTTINCS AS REOOREO 8EDOINC PER NEl\P<JlT BEACH STANOARO 106 (2-SAO< SLURRY BAO< flLL IF CO-.al LESS lliAN 1'.) I ACC[SSIBLE PARl<lNC STALL 2X WAX. SLOPE All oiRECTIONS. SEE [)£TAIL SHEET 12 FOR STRIPING I: SIGHACC. CONNECT TO EXIST'NG STORM DRAIN 11111\i CONCRETE co.u.R PER Sl'PI'«: J80-4. CONSTRUCT MANHOLE PER SPPI'«: 321-2. INSTALL \llliEilSTOP SEE OCTAIL ON SH-9 12" X 9" 17" X 22" --G -- ,::,,,A.9 ~CESSIBLE PARKING e,i:o REfLECTORIZED SIGN PER CBC 118-502.6.1 NEW SIGN l'rPICAL ONLY AT VAN ACCESSIBLE PARKING SPACTS. SIGN TO READ 'VAN ACCTSSIBLE' 1\11\i 1• HIGH MINIMUM LETTERING SIGN PER DEIAJL 89F 4" MAX. O\-£RHANG 12' X 18" BLUE 11\illE 12" X 9" 17" X 22" NOTE: GC TO POTHOLE AND VERIFY SIZE AND DEPTHS AT ALL CROSSINGS. NOTIFY CEC OF AN Y CONFLICTS AND /OR DISCREPANCIES SIGN POST I: SIGH PER 201J C8C 118-502.6 ~ 1)1'. 6" 11110£ STRIPING (PAl'mD Ifill!:) 11111\i BLUE ~ ~8~2.~01J ~ MIN. 12" HIG< 'NO 1;j PARl<NG' IDCT , (PAINITD lflltll:) . REfERfNC[ 201J C8C I 11e-so2.J.J 'b S'N80L rx .,:, ACCESSISIUTY -PER 2013 cac 11B-502.6 (IN FEET) 1 !NCH • 10 F'E£T /EX. SE'llel LATERALS UNKNO~ , / GC TO oiP ANO YERIF'I NO SOJlli LATERAL • s ... --- VAN STAU.S TO HA\£ 12• "VAN" lETTt:RSHG REFL[CTORIZED SIGN PER CBC 118-502.6.1 SIGN TO READ 'MINIMUM RN[ $250" SIGN PER DETAIL 89f 4" MAX. QV[RHANG EX. ruc~~ci: ~ ------- --G -----NOTES: 8'-r/' VN4, 5'-o" WIM. SEE 9TE PUN 1) AOCESSIBLE SPACE MUST PERMIT USE OF OlHEA OF CAR DOORS. 2) BUWP£R REQUIRED 'MiEN NO CURO 0A BARflSER 1$ PR0\100> 'tM01 'MU. f'RE't'tNT ENCROAQiMENT OF CARS OIO WAU<WAYS. 3) lllHEll 04AIR USERS MUST HOT BE ~CED TO GO BDffiO PMKED CARS OTHER ™AH lHDR OWN. ~ TYPICAL ACCESSl~!.;_E PARKING STALL NOTI:S: SIGNAGE 01\iER lliAN ACCESSIBLE (PED XINC. STOP, ETC.) EDGE OF TRAVEL WAY _..,.'!.,.._..., · It , \ ¢;::L_ .:...1.I ' I NOTE: MIN. HElGH Of BOTTOM EDGE Of LOV!£ST SIGH SHALL BE MIN. 7'-0" ABOVE FlNISHED SURFAC[ J500 P.S.I. P.C. CONCRElE BASE 12·• 1. ALL SIGNS SHALL COMPLY v,m i U.S. DEPARTMENT OF TRANSPORTATION. FEDERAL HIGHWAY ADMINISTRATION'S "MANUAL OF UNIFORM TRAFF\C CONTROL DEVICES•, LOCAL CODES ANO AS SPECIFlEO. MOUNT SIGNS TO POST IN ACCORDANCE 'Mll-t MANUFAClURER'S INSTRUCTIONS. 2. GALVANIZED SQUARE TUBE POST TUBES -2"x2",J/16" 14go POST TUBE SHALL MEET ASTM A1011 GRADE 50. POST l\JBE GALVANIZED AS PER AS'TM A653 GRADE 90. ANCHOR TUBE -2-1/4",2-1/4",3/16" 14<,o HEAVY DUTY ANCHOR TUBE SHALL MEET ASTM A500 GRADE B. SlRUCnJRAL nJBE ANO STEEL SHALL BE HOT DIP GALVANIZED PER ASTM A12J. THE UPPER SIGN POST SHALL TELESCOPE INSIOE THE ANCHOR TUBE A MINIMUM OF 12". THE ANCHOR TUBE SHALL BE A MINIMUM 27" DEEP v.1TH 3• MIN. 4• MAX. EXPOSED ABOVE FlNISH GRADE. 5/16" ~;;f ~. 5 SERRATI:D FLANGED NUT 0 0 GROUND s .• u""RFc.A.,CE,.,._ __ _,_ PLAN VIEW ~ SQUARE TI.JBE BREAK AWAY POST N.T.S. r-36"-j \ VitflTE S'r'MSQ. ON BLUE L BAO<CROONC l'I\TH 'M-IT{ BOROIB PER 201J CBC SECTION 118-502.6 ~SYMBOL OF .. ~ .. CCESSIBILITY UnoulhOfized vehicles pori<ed in T designated accessible spaces not displa)"l1g distlnguishirlg 22 • placards or spe-ci<i license plates issued for persons with disabJitie:s will be towed away J ol owner's expense. Towed ...ehlcles moy be redoined by t~ephonng the Polk:e Dept. (949) 644-3681. N.QIES:... 1. SIGN TO BE PORCEI.AJN ON STED. 'Mlli A Rffi.ECTOR!ZEO BEADED IDCTURE. BOTTOM Of SIGN TO BE +80" ABOVE flNISHED SURFACE. U.N.0, 2. OCTAIL FOR REFERENCE ONLY. CONTRACTOR SHALL ENSURE SIGN CONFORMS TO All CJJRRENT, STATE. LOCAL COOES ANO/OR REGULATIONS. J. LOCAlE AT ALL WAIN DRIVEWAY ENTRIES. SEE SITE PLAN FOR LOCATIONS. 89A VAN ACCESSIBLE PARKING SIGN ~-_A_C_CE_S_S_IB_LE_•P-,_.A_R_K_IN_G ____ S_IG __ N_ N.T.S. I;;;;;:] SIGN MOUNTING AND BASE WITHOUT BOLLARD E'.l (USE WHERE SIGN IS WITHIN CURBED ISLAND) N.t.S. 4. SIGN LITlERING SHALL BE NOT LESS THAN 1° IN HEJG<T. ~UNAUD:tORIZED VEHICLE SIGN ILT,I, "' " ~ ~ "0 ~ en > 00 z oo Q en lo. • > Q., 0 w Q., ~ "' < :!l £~ u 0 z I~ H .. H I ~ ~. ~ ~! ~ h H I i ~ f~ " §~ I--◄ I-- z !:l d§~ <( <•. 0:: ~~~-N ~ 0 ~.§. ~ :;:;; 5•1~,: i 0:: ~ ~} ~ ~ 0 I-Q~~; >~u- Cl) ...JMZ 4 <(rt:I ui ~ ~&~ ~ -0:::-q;i--:i <(50: ....J ~ :::d <( 0 ,: 0:: ~ 0 I-~ :::i z w J (.) 13 OF 19 PLAN CHECK: 2612-2014 / ___ _:_ __ _L I 1-: I I I I I LJ .,., -• I ,I ,, 11 Ii -'I c-l l / \ ----r-- / EXISTING 24'SII\:_ EXISTING ,s·so~\ < :t r 0 ,0 I i (IN FECT) 1 INOI -JO FII.T NM' LEGEND DISTURBED AREA AREA NO. ACREAGE L-W~LENGTH OF lRA\U C8 GI WATERSHED BOUNDARY CATCH BASIN GRATED INLET _,. -tT. ------------------------ f A ---------------L IN.Cf --lfillil-~'!+-lf---.---------rr------ -.......... _,, I __ -------J.L ________ _ fRAMt:NCICOVElNft> Aca:SS HATCH CAST n..uSHl~TOfl OU'<N< Cli•tM.n IW-llEV-5-1' r B PLAN VIEW ELEVATION A J SECTION B-8 V"'-'.TST'I\.C$1l U.\"8W:UH·t!0W1'PITOONJ&Pt = OOUfT OE~tlOt,t 12 21'" CARTAOOli IN$tM.Ul>tv WlotUl:OIMLITY O.llC:1& """"" "°"""' ""'""" Pl'AKfUWrr 6llCfS ..... '"'""''" """"""""' """'°' "'"""'""" "" l Ol!T•<UWJolt(IOl)4l,&.OffEQll\'AUHTfAAt.EN.oCXM:R comv.ctOA 1(1 &TQ>S,P10CT$1.ANSLAOOlR,OR[QIJfV,l,1$J,lt COl•iTE01 R~~s2::a"WUE01M1u.tO.~AU1vt.~ACAAtto.~NYN.N«Jsurca..uHttG. UUAoL.Nuu OUfHSHAU.UP.fftetCS, ,LT!RUKIIACOHJ.lr.CTTIMfS>w.a.lU!A1~1 1fNCONl)t. ~n.owR.,Tl6HAU.ICJONl:'ltflU,.ltl..N~ utClf'Cn.J:MP.ATtl$1'HE.K~C11Hlin.ow{GPU)CMOm8YTJC UEDL1,SUWN:Z.COHTAC11#.Vt(5F). IAUllA\'a.lAEfMCf\O,\'ll.4.~Stw.L.KtOf'fil'CFO,lalJIA(IWCIMl/1,Q. _..,.. I. CCf.lff01TOf'ftOYIOCAU.MAICRl.lrUt.MLSSNOTt:DOt>t:k,\1$1!.. J. fCRfNRCATOtDRA1W;GSWITHD£JM.£0STRI.JCTU'!EOIUaiSIO-rSAJO-nf.lOt1TS.P..EASEOONT~TYOJA~TEo+ t....OIIM&Ut5.04CLullONSU.C~lATl\1i. -~ 3. $TCW# .. TV\ W,\TV\OI.WJT'I' &TR\.ICTUA:£ t,t;M.l,.tie. lH ACOOAON<t~"'l.l.Dt9GHO,,.fANIO .... °'™"''IIOtleotl'TAl'IED~ n-fSOJIA'o'IIMQ. OOHTI'V,CTCII. IOOClM"IAMStRU::TURIEIIEEISRE<J.JAU,lff,IISO/i~ ._ effll.lCf'\JIRl6KAIJ.uttlMSHf0"120...0..C'tA.'l'INO,ASS!MNolUA'l"'4~0#ft•gA."JOA01JJC)WATUl:Q.tV~1\0N4T. OftllnO.V,ll'EOUnJ!l"IPIIWEIIIEUV~n::lt D101NftflOl'M:OCfl)TOC0¥1N.t#Cl\lM.~TUtlllV"nat CAST..a.sSw.LME.ElM3t!TOM306A..~f!ECASl\',tJHntECOHTi01LOOO. S. ~~T£ftl!llfft•.JCTUA:£8NALLIIEAAfCA.ST~IIEc::or«ORMIH0¥,1111'tl4$1UOIISJ'NCIAA!fff0\,o,,ofACfOROUIOH t!W.r.UIIQN':QIO A.. Nff~~UOCPTl1.N.0QftAlffl-l'LO'tA110H~~"'1'¢.Ylt-$PCCil'IC~OCH5'0Cf\A11C)N:S»cJ ~,,~,oey~o&,~ t. CONT!tACTORTO"'°""°'ll<li#l4'1'T\Mnt$Jn:1Cl£HTLIFrt!Q~Mol(:HCJ#~TVTOUf'Tl>J.IJ&iTTHliSTCAdll.TtR Sl1'tUC~ ~ll~Q.tl1CtttS PIIIC'oloet>) C. COITIW:TOATOCN3TlrrUJOINT !IEAUHl"KTVt.UHAU.stena-,Al<)ASStl.lll.lSfR~ 0. OONTAACTORto~tot:.INSTAU.NCOROIIT~ MAlatOUfl.1!!1""'-IHI.Ut'MTHOUTUT&li'ffLOOfl. E. COITRI\CTOATOTlld.N'PROPAIA.Tf~TOPROTfCTCAAT~OOESff.OIICIONll'AuCllOft.AO.A.llPffl0:9IONRU-Kff. f-. COITfVr,CTOFllOMMCN5'THli.TIU.~HCl.5coYEAV.ffiHTl,fi&Y$t£MISIAOUOHTOtAJ~ STORMFILTER VAULT ""'"" PROPOSAL """'"" er UJ f-t~~ ::!'i'~J:x ~~ '-'x Iii >~; z~iti~ QNQ'.Q(I) g/~~a.i:j ~a.8~~ e~~ 15 0. 1111 i p '1··~1 l it~! ,,,.j I t:1 "'" "'" ~-.... 1l &' < u t 0 ~ z ::5 c.. ~ 0 ....J c.. c.. 2 a ~ UJ ::i z UJ > < ....J < 0:: ~ z UJ (.) ~ ~ ~ - i s ~ ii I--◄ I-- 0 w z (/) Q Z ~ ~ §;; w W 0 11'. g ii ii ~ } ~ ]~ i it H t ~. o' .c 140F 19 PLAN CHECK: 2612-2014 4 5'x8' LINEA GRATE S p ~MEILIE ----prn--- MAIN DECK DISTURBED AREA 3,915 SF Qpm=0.017cfs Qpeak=0.37cfs \ \ < MARI I t V BOARDWALK FS~9.T ___ _ OUTLET INV=8.4 (~JGH TIQg_-y.4 . MEAJi HIGH __ TIDE 4.6~) VIA OPORTO LEGEND MAlN DEO< -llSTIJRBED AAEA (PRCl'OSED BOARD WALi() AREA NO. ~ACREAGE ~_..,..,....,-LENGTH Of lRAfil - - - - -WATERSHED BOUNDARY I ,· i 11 I :i l I l (IN ffil) 1 !Not •20 FUT --.. ,_.. -·~·· r ___ :: 7 7 . . ' . :;,_~t. .. l= ~-- __ ....__.,,,. __ .. ..,......_ _ _,oo,,._on ... .------•--=- 4.5'X8' LINEAR GRATE STORMFILTER VAULT NOTE: OPTIONAL ARCl8RtSER P370SYSTEM ---.... ~,ttt,,-..... Cll.•~•"""-'....,,....,(j =~~!!!. i-------,F=.:'..~,..:..::.:.:=c:.::..:::::::.., MAIN DECK STORMWATER DISHCHARGE PUMP SYSTEM I. GC SH.Ill OBTAlN ANO COMPI.Y WITH RECOMENOATlONS FROM CPI OESIGN MEMO NO.: 2613.C OAIDl 2015.07.01 BY CPI GEOTECHNICAL PROF£SSION,ljS INC. GC TO EXCAVATE PER GEO-TECH RECOMMENOATIONS ANO PROW)[ NECESSARY SHOOING AS REQUIRED BY SITE CONDITIONS AHO MINIMUM REQUIREMENTS AS DEFlNED BY CAl-QSH.t. 'F SHOOIHG Pl.ANS ARE REQUIRED; GC SH.Ill HAVE GEO-TECH RE\IEW Pl.ANS, (DErnlRED SUBNITT!l UNT1. NEEDED.) 2. PER GEO-TECH-GROUND WATER T'tPICAU.Y ENCOUNIDlED 5.5'-7' ea.ow EXJSTlNG GRADE (APPROXIMATELY Elf\lATION Of 2' -J".) 3. 'OE-WATERING MAY BE REQUIRED OEPENllNG ON Tll!l CONomONS OURING CONSIRUCTlON. J.1. GC SH.Ill PREPARE AHO SUBMIT A OE-WATERING Pl.AN. PER SEPARATE PERMIT (DEFERRED SU8MITT!l lMll NEEOEO.) J.2. GC SH.Ill OBTAIN NECESSARY APPROV!l FOR OISCHARGE. J.J. DE-WATERING Pl.AN SHALL AT MINIMUM CONFORM TO RECOMMENOATlONS N lliE STAHOARD SPEClflCATlONS FOR PUii.JC WOR1<S CONSTRUC110N AHO o1c CASQA NS-2 OE-WATERING OPERATIONS. J.4, DE-WATERING Pl.AN SHALL ENSURE SEDIMENT IS FlLTERED FROM OISCHARG£ (I.E. lliROUGH USE Of Fl.TER iw;s OR OlllER APPROVED MElliOO). 4. GC TO OVER-EXCAVATE ANO PREPARE FOUNOATlON SUPPORT FOR PUMP IAW GEO-TECH RECOMMENCATlONS (GENER>l RECOMMENOATiONS OUIUNED BELOW) 4.1. OVER-EXCAVATE 12" MJN. 4.2. INST!ll FlLTER FABRIC ON BOTTOM AHO SIOES, (MIRAn I~ OR APPROVED EOU!l) 4.3. 8'0CF1LL WITH CLEAN CRUSHED ROCK 1/2" -J/4" (PER SPPWC) 6" LIFTS 4.4, COMPACT LFTS Of ROO< BASE WITH CONSIRUCTlON EQUIPMENT, NYJ LIFTS AHO AOOIT10N!l BASE AS NECESSARY TO OBT~N 12" FOUNOATlON. 5. GC TO BACl<flll PER GEO-TECH RECOMMENIJATiONS, 6. GC SHALL COORDINATE WITH AHO INCOfiPORATE CONSTRUCllON RECOMMENOATlONS BY OWNER'S GEO-TECHNICAL REPRESENTATIVE AHO/OR AUlliORIZED AGENT AS FlEl.D OONOOIONS MAY REQUIRE. "O ~ 00 > oo :i.. • 0.= Q.,~ < !!l .c= •• N u i s ~~ ,. < i~ ~< :· ~ :::?~ ::.:: u w 0 z <i ~ I ~ ~E ~§ n I--◄ I- "' :c ~ iii z Q l;: ii 0 :3 0 0 z lt -I ~~ ~ h b 0 . ~~ t ~~ 5' A ~ i ., 0 N ~ 150F 19 .f PLAN CHECK: 2612-2014 -- > -; " ~~ . .,~ i ·J ~"l' -'. . \ \ PARW.LM~ - \f ) -~~~~~" . ' EX. •• WAT[R < :~ EASEMENT -' 's,.,130 1,Rp WALK DISTURBE~9~R~ '.,. .;.-'-f . :; ~~;~ • __ __,..,-" \ I >' ?t, ..-":tr ~· •-=---~ BOARD-WALK ·'J' ~ ~ g:, DISTURBED ARE •.. ~ x -\248 SF /\ / . 1/ ~"'~ ."J" ~'i)>(::J / - \ ,· /; • / ,c; 1 . \ '' SECTIONA·A ~ 0UTU1'1fOF24"XWU.5..f f.t.eAICATlOnAC:aSSttATCM A STORMSAFE, MODEL 2-C TRENCH TYPE VAULT SY'Sl0.4 AND TREATM(NT flOWOESIGN: '1C.Mlli/l.11AQllr,l,I.JlrOl\$111.DWIICDJ 0.U-Oil~ ST09H01Mt0Ulr.HCOW.1l-""'l1\0w •.0-US Wl.9Jtl.(WOICJ/'1..000ll'Ult.DUl<.NCOHl'O'A,-.a:JI.OW STDRUWATER fll TRAT/ON TBF:ATJIENT UNIT ISWFTW NQX&S· MUCll,ll,ofYl'Ubr-onl>C:NIDffnlr ___ l01111.ll-~MXD:111~ Nl _ _,.,.,11£oui:n01,~-.,,,_a.lil,AM~ll,c:arw:)NlO....CtmllO(WDl.~n.w.-c, ---(ffl),.--ti:u:lllli-!Ql!II. PC-~OdlC:twl:ll:MIU-11VOOIOCW1 UEDIA FJLVYTIDN PROCESS SP&C!NCATJDNfi· 1. fl.ltJI UlltAIXU 51-WJ. Ill: <POI COl l'QIII ~t.,, ICM .r"t I'!< r~ ~ OWICC a:wl'IG C,, POl.1'1,Q 0l'OI ClU. !"(WI Slm'TW~ wccw,,. ,. rMJ~ gr MIIQ'1llllll wa,,,-.i.er-am llWI 11-f!CMU;,.Df:'P!)\/ lltOCHailS. .i. flCSl'ICfl(:~~-tFIICn.JIW'ION_SIIIU_OC,NOlll:l'W<l6~ CONSTRUCT/ON NQTES· 1.~fO>,O:#Y~Cllll0&0IISOftU.l"lttWTl'tt:t:St<'11'1.c ~ =-:~-~~~~"=~~~ •• ""'-"l.oooT0w.sr'CXH.H ~OIWA1/\loWQ.tueno.G10 alW'IUD'SLIUHf~~-I.NTMlltTlt w;,,Jtlli1lQHl,taDfl011,1./UtV/l'llOn..c:...M""'6'1(11-.N). :i,. ~ 1'0 <IQlf ...._ MD NC r.,ec,-=i l'l'U ,0 ..,._._,~ l&lilL a, ,U lll0t¥(, CCN"(:l,(J,IIS 1NWiWD _,. -..r1C1U1Vt ?. 1U1C1< ~ CIJICIUf ""'111 ~ ~ Ne (0,,(,1'S 10 ~ '"'3-C CMX. MAURIAL llST PRQVJDED WITH UNIT· ITi:£~=-~-,-1:2:rg1 STORMSAFE • 2C VAULT UDO MARINA VIUAGE VIA OPORTO ANTIMICROBI.A.L FIi.. TER SYSTnt NEWPORT BEA04, CA 92663 -":r'm'1m1 ~ [S;J ij •nm11 w_a,,;,,,_,,,_.,,-., fJl"lli...,,., .. '"" ....... WATER OUAUTY TREATMENT PEYJCE GRAVITY FLOW SYSTEM VIA OPORTO DISlURBED AREA {PROPOSED BOARD WALK) AREA NO. ACREAGE L~ss'~LENGTH Of TRA~L WATERSHED BOUNDARY NAP -I -I •;..;.1.;;•=-..:W;;.A;;;TER=SH.;;ED;;;..;SU=B-..:AR=EA~TR=EA.;;TM=EN;_;T..;AR=EA~----------------------------------. CUTOJmNG l!o"~llC' f'IPl NfO~ HfLDCOUAlt (ONHCCTIOH TO LS" 0 ~ M Sl'OOt.f'lf.(f'fllOfYl'lAHJCOO[ lXlmHGWtlllCP INUIPll'f: IW,HL•&.l't 1'41" I IM£L•UG1 1'·1" I FlAU.•S.0l'f AOMTASl.f.WllJt I 1----,·~ I 1----,·-G" SECTION A-A SCALI:: l/8" • 1'4" I 1----,•q I 1----,·q SECTION B-8 SCALL:l/r• 1'4" CXISllNGil"OICP oon.cr PIK. JENSEN DIVERTER STRUCTURE MODEl : JD • MH60 tf'YOAAUUCGAAl)(Ufff(UVA110HA1QpNl,.U/SW(III 'M'.niOfllN'TATIOl't fl.OOllllNATIOtl NOlU/Sf'{CIAL RlQIJIMMCNlS: CONSTROC1l0HNOH.S: L COHTWfORTO\'fUYVUl:TICAI.OV>,lt:ttSOtSOf.-.U.PlltCAST"tClSINfltl.O. l. YU..fYSUHASltu\'AllONW~nAONGPN:WlCOMPONOOSOflWXfWl'tG. l. APPlYIUTYl~nc~GM:)U"ttOS(}.l.)OlffJ$0fS~ucrut£. <I. Altl.Y1.0,i,OTOMAST1CS(ALINIOiN1SOfVAOLlf)MNltOl.£S(CTlONSfOco,,,nfS.SstA1.AHT1fMt:CCS,S,,\Al", ONJT MUST et WATtR. TIGttT, tt0u>tNG WATUI. W TOROW\ffl. llM:IU (M'.HMU"'4i_ S. CON'fAACfOI\ fOGN)UT SEAL N Fl NfDOCIOWIG£ Pll'l5 m VAU. T/MAl,,'HOU WAJ.l If NOT U51HG NPf 10 Mti/1/AlllTWAU.liAlkITOJUNHG. 6. ALLfflUIIW.~Sll61~1YMAl'•H,•N:T1.11W1 7. 111.00:.NfO/OB,GIIOI.JT,ACK•HCAntFAAl>':(S~(Ol,'OST0MAtCHflNIStlf0~ ~ L ALLD;M~All.lNOU:».V,1.INCHlS l. n.£WTW.llJIAI.S~MMUfl,CIVJIINGMUtM)(J$StiAUC0NORM10AS1MC•I.UANDMSHT010ADING ....... l. COHCatTf WU I\AVI AMkMUM ~ SflUNG'ftj ,"c • l,001)--f1Sl AT l&-llATS 4, Oft PC41T\NI0ctMOOUS£0f'lll1f.MKAS1 SKT!ONSIW&.Mffl ll1f.Rf.<MfllMltmOfT11't 1/VttlGNSW~U ~N<JCCM(ffTINACCOR()AH(f.Wl'ft1ASTMCV4SM(,1!,0 JD•MH60 JENSEN DIVERTER AHO BYPA.SS STRUCWRE UOO MARINA VlJ.AG{ VtAOf>ORTO NEWPORT BEACH, CA 92663 .,.,.,,. --,-_.=.,.......,...y--•--R----------... -- PJYERSION MANHOLE 1--~ - > z UJ oz "0 ~~ "> "'w ~ a: d z E ~ .. ______ ,.., ii 160F 19 PLAN CHECK: 2612-2014 ,.....,IL_ 0 ---------... _ DECK SUB-SLAB 4" PCC 111TH #J 16" 0-C BOlli WAYS INTERMEDIAT! ELEVATIONS SliO\IIN HEREON APPRO~MAT! IIISTANtr FROM Ta> OF SLAB TO nNIS!iEO SlffAtr MAIN DECK @)S,L!.~-SLAB GRADES IMPORTANT NOTICE Soctlon 4216/4217 of Ille Go_,,.,-,t Code;~ g,o~~ertb=it;xitlon Petmlt to Ucovote will be wHd For )OU' Dig Alert ID Numb,, Coll UNDERGROUND SERVICE ALERT 1-800-422-4133 Fer Und•wcund Locating 2 ~Ing Doys before You Dig SURVEY g BENCHIJARK: BENCHIMRIC 3 3/4" OCS ALUMt<UM BENCHMARK DISK STAMPED "U 1415 198ft NAW88 El£VAT10H 9,196' •ADJUSTE0TOM.L.LW.9.57' 8ASISOF BEARINGS, LEGAi.. BOUNDARIES & EASEMENTS: FUSCOE ALTA DA.TEO 1-13--13 FUSCOE ALTA POINT 10318 -FOUND GEAR SPIKE ANO WASHER STAMPED "lS 6970" AT lliE C.L B.C. OF 11A l.lJO, OPPOSIT! #J400 11A LIDO -N 2172624.45, E 6050667.58 FUSC0E ALTA POINT NO. 13 -FOUND CUT 't ON SIDEWALK AT lliE N.E. CORl€R OF CENTRAL AVE. ANO 11A Cl',:xl.TO -N 2173139.45, E 6050430,64 AOIIITIONAL PKl<-UP/CONSTRUCIIOO ltf'OGRAPlllC SURl'EY & STAKJNG PREPARED BY WWAM CARR PI.S 5410 r.::-MAjN DECK ~Ml" --~(8.40 S[A-WAU.) I 1 ZONE I SUB-SLAB POOR IX !i.C»'f GRADES 910\IIN HEREON v CC TO ~NAT! 111TH O\IINER F,:X,. PI..AC(MENT OF JCINT AT f!. F<P. FUTURE 000( EXPANSON TIL£ nNIS!i PORTION OF MAIN DECK. CC TO ~NAT! 111TH L/S PLANS ANO O\IINER F<P. SUB-SLAB POU< :N I (IN Fm) 1 INQi • 10 FEET a nm;b 79fS MATCHLINE SEE SH-8 GC SliAU. AIJ,.IJST, REPAIR N¥J/<P. REPI.Atr EJQSTING RAIUNG TO PR0\10£ MINIMUM 42" HIGH (ABOl'E FV<AL FV<ISl<ED 0£0<) F AU. PROT!CTION ACROSS FULL l!NGTH OF IOOK GC SliAU. AOJJST, REPAIR "10/,:X,. REPI.Atr EJQSTING RAIUNG TO PROl1DE MINIMUM 42" HIGH (ABOl'E F»IAL nNIS!iED DECK) FAU. PROT!CTIOO ACROSS FULL l!NGTH OF ll()RK CONSTRUCTION NOTES: 0 PROTECT IN PLACE © CONSTRUCT MOOIFIED T'tPE B OJRB PER NEllll'ORT STD. 182-L 5" MIN. OJRB FACE 0 PAINT YELLOW OJRB VollH "20 MIN. LOADING" IN v.HITE 4" HIGH LETTERING CENT!Rm AT EACH SPACE. 0 CONSTRUCT RAISED PLANTER PER LANDSCAPE PLANS, REF. SECTION OT. 2 SHEET 9. © CONSTRUCT RECESSED PLANTER SEE DETAIL 3 SHEET 9. PLANTING PER SEPARATE LANDSCAPE PLANS. © INSTALL WOOD DECK CROSSWALK PER LANDSCAPE PLANS. 7" PCC UNDER-SLAB l'ollH ~ 16" 0-C BOlH WAYS. SEE DETAIL 8A, 88, & 8C ON SHEET 9. 0 CONSTRUCT 12" l'olOE 520-A-370D CONCRETE BAND. © INSTALL 6" A-20DO CONTECH PVC WATERTIGHT SO PIPE; BEDDING PER CITY Of NEllll'ORT BEACH STANDARD 106-L. (2-SACK SLURRY IF LESS lHAN I' COVER.) @ INSTALL 12" A-2000 CONTECH PVC WATERTIGHT SO PIPE; BEDDING PER CITY Of NEllll'ORT BEACH STANDARD 1D6-L. (2-SACK SLURRY IF LESS lHAN I' COVER.) @) CONSTRUCT BRICK PAVEMENT IN-Flll. 4" COMMON BRICK OVER 6" PCC SLAB W/4" Cl.ASS BASE. EXISTING SOIL TO BE SCARIFlED (12" MIN.) ANO RE-COMPACT PER GEO-TECH. RECOMMENDATIONS. SEE DETAIL 5A SHEET 9. @CONSTRUCT BRICK PAVEMENT IN-Flll. 4• COMMON BRICK OVER 4" PCC SLAB. EXISTING SOIL TO BE SCARIFIED (12• MIN.) ANO RE-COMPACT PER GEO-TECH. RECOMMENDATIONS. SEE OET All 58 SHEET 9. @CONSTRUCT V-GUmR PER DETAIL 9 SHEET 9 MATCH EX. Vol01H. GC TO JOIN EXlSTING FLOI\I.INES ANO MAINTAIN POSITIVE DRAINAGE. @CONSTRUCT RAISED OJRB PLANTER SEE DETAIL 4 SHEET 9. PLANTING PER SEPARATE LANDSCAPE PLANS. @CONSTRUCT W000 DECK PER L/S PLANS SH. L-20. 6" PCC 520-C-3000 SUB-SURFACE SLAB 'MlH ~ 16" 0-C EACH WAY. @) RESET BRICK WALK SEE DETAIL SC SHEET 9. SEE ARCHITECT PLANS FOR COLOR ANO PAmRN. FlNISHEO GRADE NOT TO EXCEEO 2X CROSS-SLOPE OR 5X IN DIRECTION Of TRAVEL DOOR ENTRIES AND LEVEL LANDING NOT TO EXCEEO 2ll ANY DIRECTION. @Ge TO INTERCEPT EX. SO (FlELO VERIFY LOCATION ANO OEPlH NOTIFY CEC Of ANY DISCREPANCIES.) INSTALL BENDS ANO FlTllNGS AS REQUIRED TO MAKE CONNECTION. @CONSTRUCT MOOIFlED CURB RAMP PER CITY Of NEllll'ORT BEACH STD. 181-L-A. @) BUILDING FACADE ADJJSTMENT SEE DETAIL 7 SHEET 9. @EXlSTING BUILDING UTILITY POC ADJUSTMENT SEE DETAIL 6 SHEET 9. @) SEE LANDSCAPE PLANS FOR PLANTER, POCKET, ANO/OR TREEWELLS ANO PLANTING. @ PROPOSED STREET LIGHT (SEE LT-A1.7.1.) BASE PER OETAIL ON SHEET 9B.26' MAX HEIGHT. @RE-SET AND INSTALL BRICK PARKLET SURFACE 2ll SLOPES. FURNISHINGS & LANDSCAPING PER SEP ARA TE PLANS. @PAVEMENT "STCI'" MARKl'<G TO BE SAWCUT IN ANO CONSTRUCT!O PER NOT! 7 INFO. SZE SliAPE TO CONFORM TO STANOARO PLANS PUBUC IOOKS CONSTRUCTION STD. 171 @CONSTRUCT Oll'ERSION MANH<ll ON ElCISTING 15" SO UN( PER 'oQIIP Pl.AN SliEET 16. @) INSTALL 4" A-2000 CONT!CH PVC H-20 TRArnC RAT!O SO PIPE. BEDDING PER CITY OF NE'l'f',:X,.T STANDARD 106-L (2-SACK !i.URRY BACKFI..I. IF l£SS lliAN I' 00\'ER.) @INSTALL UNOERGROJNO WAT!R QUALITY 1REATMENT UNIT PER MlMP PLAN SliEET 16. RE-SET BRICK AS NE<l:SSARY TO JOIN EX. SURFACE. @AD.JJST TO FlNISHEO GRADE @) CONSTRUCT 4• lHICK P.C.C. SIDEWALK PER CITY Of NEllll'ORT BEACH STD 180-L SEE ARCHITECT PLANS FOR COLOR AND PATTERN. FlNISHEO GRADE NOT TO EXCEED 2ll CROSS-SLOPE OR 5ll IN DIRECTION OF TRAVEL DOOR ENTRIES ANO LEVEL LANDING NOT TO EXCEED 2ll ANY DIRECTION. @CONSTRUCT MOOIFIED OJRB RAMP PER CITY Of NEllll'ORT BEACH STD. 181-L-B, CASE H, PER W:VA TIONS HEREON. @INSTALL TRUNCATED DOMES (3' MIN. OEPlH FUlL VolDlH) PER CITY Of NEllll'ORT BEACH STD. 181 NOTE 15. (DOMES SHALL BE INSTALLED 6" MAX. FROM CURB FACE) ® APPROXIMATE LIMIT OF SA\VCUT. @GRIND & OVERLAY EX. AC PAVEMENT. CONTRACTOR TO ENSURE FlNISHEO GRADE NOT TO EXCEED 2ll CROSS-SLOPE OR 5ll IN DIRECTION Of TRAVEL l'ollHIN ADA PAlH. @) CONSTRUCT MOOIFlED P.C.C. CURB PER CITY OF NEllll'ORT BEACH STD. 182-L, T'tPE 8. CURB SHALL TRANSITION FROM o• TO 6" PER ELEVATIONS HEREON. MAXIMUM SLOPES OF ADJOINING cumR, lHE ROAD SURFACE IMMEDIATELY ADJACENT TO lHE CURB ANO CONTINUOUS PASSAGE TO lHE CURB SHALL NOT EXCEEO 5 PERCENT l'ollHIN 4FT Of lHE TOP OR BOTTOM Of CURB (TOP Of CURB SHAU. NOT EXCEED 5 PERCENT). @CONSTRUCT 7" PCC CROSSWALK OVER SCARIFlED ANO RE-COMPACTED NATIVE PER GEO-TECH RECCOMENOATIONS USE 520-A-3700 CONCRETE 'MlH 6X6 10/10 WELDED l'olRE MESH. DOWEL INTO EXISTING CONCRETE SPANOREL 18" ON C-C VollH 12" ~ BAR USE SIMPSON ET EPOXY. PAINT I' VolOE v.HITE STRIPE (2 COAT MIN) AT EDGES. @ INSTALL PARKING STALL LIMIT DESIGNATION l'ollH 4• \/MITE lHERMOPLASTIC MARKING 2'X2' TEE OR 2'XI' "L" AS SHOI\N ON PLANS (2' MIN. PERPENDICULAR TO CURB.) "O ~ > 00 oo -• c.= Q. ~ < :!: .c-= •-N u I I ~ Q ... -◄ ... ® SEE SEPARATE SITE FURNISHING Pl.AN (FURNISHING SHALL NOT IMPEDE 48" MIN. Cl.EAR • ALONG PAlH Of TRAVEL) " tiQIE;_ ~o;: CONTRACTOR TO FIELD VERIFY JOIN ELEVATION ANO NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO lHE START Of CONSTRUCTION. ~w GC TO POlHOU: EX. UTILITIES AT POINTS OF CONNECTION ANO UTILITY CROSSINGS PRIOR TO "' :i: '" ~ ~ z II) o z "'0 ~~ ,,, w ~ QC 0 z 1t ~f 0~ ~ g ~j 5:.£ h ~] Ji t~ §8 COMMENCING WORK. NOTIFY CEC IF ANY DISCREPANCIES. ~ All GRAVITY FLOW PIPE SHALL BE INSTAU£0 BEQNNING AT POC VollH EXlSTING FACILITIES ........ ___ _.i :i:°:~!Gs ~0R~~CEADu~~iiD v;iL~N~~s;,~:~~~s,AN~=~M ~~~~ox~a,~o ;! .. ~ ~ A ~'::~~";· GC TO COORDINATE VollH 01\NER FOR ANY SURFACE FEATURES REQUIRING 2! <; --~ ~ 2-SACK SLURRY-COtflROL LOW STRENGlH MATER1AL TO BE 188-E-100. : \l)w_ 1_ w 0 ~ w .. ~-~ ~w·· O LANDSCAPING SHOIIN ON lHESE Pl.ANS ARE FOR REFERENCE ANO FlNAL T'tPES ANO > •• z LOCATIONS SHALL BE PER SEPARATE LANDSCAPE PLANS. ~ ~ 5 ~ ~ t Q All RE-SET BRICK TO RECEIVE WET SANO/POv.ERWASH Q.EAN FlNISH. nl'ICAL BRICK PAl'ENENT IN-nu. 4" COMMON BR!CK/6" PCC CONCRET!/4" a.ASS I BAS£ ALT, 7" PCC CONCRET! Ol'ER SCARlllED ANO RE-COM'ACT!O NATil'E. CONCRET! SUB..ECT TO TRArnC LOADING SliAU. BE 520-A-3700 IAW SSPYIC APPRO~MAT! UMIT OF ~STING BRICK PAVEMENT TO IE RE-SET TO NEW GRAIJ£S SliOIN a< Pl.ANS CONCRET! SUB.ECT TO TRAfllC LOADING SliAU. BE 520-A-3700 IAW SSPYIC 170F 19 PLAN CHECK: 2612-2014 \ IMPORTANT NOTICE Sectlon 4216/4217 of lho Gownvnent Code = g/~Al.rb=~f~cation Pwrnlt to Excowt, wl be YOlld For your Dig Alwl ID Number Cd1 UNDERGROUND SERVICE ALERT 1-800-422-4133 for Underground Locotrng 2 Wor1trlg Doys b,fcrt You Dig SURVEY & BENCHMARK; I I ---1, ft -., ,., \ I I BENCH OARIC J J/4" 0CS ALUM1NUM 1£HQIMARK DISK STAMPED "U 1415 1988• NAW88 El.£VAllai 9.196' •ADJUSTEOTOMl.LW.9.57' BASIS Of BEARINGS, LEGAi.. BOUNDARIES & EASEMENTS: FUSCOE Al.TA DATED 1-13-13 FUSCOE ALTA POINT 1DJ18 -FOOND OEAR SPIKE ANO WASIIER STAMPED "LS 6970" AT lHE C.~ 8.C. OF -.,A UDO, OPPOSITE fJ400 -.,A UDO -N 2172624.45, E 6050667.58 FUSCOE ALTA PDIHT NO. 13 -FOOND CIJT 'x ON SIDEWAil( AT THE N.E. calNER OF CDflRAL Al/f.. AND -.,A OPORTO -N 2173139.45, E 6050430.64 ADDITIONAL PIQ(-UP /C<NSTRUC110N TOPOG!APHIC SURl/f.Y a: STAKING PREPARED BY WWAM CARR PLS 5410 / I I /' ' / --PRQ)()S[() LIMIT Of OfSlURBN«:E (i) CONSTRUCTION NOTE FLOW DIRECTION ------GREIN SOlEEN/STRAW WATTl£ 00000 GRAfil BAG CONCRETE/STUCCO WASHOUT CONSTRUCTION STAGING AREA ------PROPERTY LINE EROSION CONTROL NOTES (D INSTALL STRAW WATTl£ AND GRID< SCREEN PER CASQA OCTAL SE-5. @ 1NSTALL CONCRETE TRva< WASHOUT PER CASQA DETAIL TC-J. @ 1NSTALL TYPICAL CIJR8 OPENING PROTECTION PER CASQA DETAIL SE-10. © 1NSTALL 00011.£ GllAfil BAG PROTECTION PER CASQA OCTAL SE-6. @ 1NSTALL CONSTRUCTION STAGING AREA PER CASQA DETAIL 'MH. GENERAL NOTES 1. PORTABLE RESTROOMS ARE NOT REWRED. EXISTING WlDING HAS SER-.,GEAII.£ RESTROOMS. 2. DUE TO SITE CONSTRAINTS, CONSTRUCTION AREA AND BOARDWAIJ( SHALL BE ORY SWEPT DAILY PER CASQA DETAIL SE-7. 3. ',{}tctE/f'WPMENT ctEANING AND MAIN1ENANGE ¥llll NOT DCM ONSITE. 4. CONSTRUCTION ENTRANGE/f'XIT NOTE, -1HE CONSTRUCTION ENTRANCE FOR 1HE PRo.ECT MAKES USE OF AN EXISTING PAl/f./Sl,All !JjTRANGE fR(lj CENTRAL Al/f.NUE ANO .,,, UDO. IT SHALL BE lHE CONTRACTCRS RESPONSIBILITY TO ctEAN 1/f.HlctES PRIOR TO EXITING THE SITE. ANY SEDIMrnT OR OUST THAT HAS BEEN ACCIJMULATED AT THE CONSTRUCTION EXIT OR ANY OTHER EXISTING STABIU2ID SURFACE. SHALL BE ctEANED IMMEDIAID.Y. "' "' ~ ~ "C ~ z > Q0 0 00 ~ I. • °' 0 0.= t3 Q., ""! 0 <~ c= •• N u 0 z i it tI I ~ ~ • ~ H 5. 8ll ~TERREMOl/f. GRA\{l BA~ FROM INLETS 'IIMEN QIANGE OF RAIN IS JQ,r; ._ __ __,.._ ___ _._ _____ .,,__,__.....,_ _ _. __ ..J • H GRAI/Et.BAGS STA~EO TWO HIGH TO FORM WEIR Yl!lAP GRATE V.,TH FILTER F ABR1C D'.P fl.£YADON DETAIL OF GRAVEL BAGS AT GRATE INLETS KTS I j / I / fOUNNT TRAO<ING COOJBCl, Jg: mti~ ~~~ m:r:~/f'XIT TCJ -rnTRANGE / OOTUET TIRE WASH N \ ~ r j (IN Fil) 1 INCH • 30 FEET VICINITY MAP 1! flBER RCtL a· MJN. I i. ~ ,. n §8 I- ~ :::r= ___ ...J,W.f.lll -~ tj-=~-~ _-_-_- I 2·x 2· WOOD STAKES - 12" MIN 4' MAX. SPACING J _---4J STRAW WATTLE DETAIL N1'S F AS1EN GREIN = STRAW WATTl£ rAS1EN GREIN SCREEN BOARDWAIJ( HANORAJL BOARDWALK SEDIMENT BARRIER NTS JACOB VANDER.,,S RGE _J _J ~ LU > 0 ;:; 180F 19 J PLAN CHECK: 2612-2014 ~OP( VARI~ :::r= ___ --ttffi~JJ 4"MIN-- l 12" MIN J __ FlBER RCU 8° MIN. rx 2" WOOD STAKES 4' MAX. SPAONC e STRA w w A rrLE DETAIL '~" F AS!IN GREEN sa<EEN STRAW WATT\.E\ FAS!IN GREEN sa<EEN BOAROWAIJ( BOARDWALK SEDIMENT BARRIER NTS CRA\/EUlACS STA~ED TWO HIGH TO FORM ~R v.llAP CRATE 'MTH FILTER FABRIC IlP 0-EYADON DETAIL OF GRAVEL BAGS AT GRATE INLETS NTS IMPORTANT NOTICE Section ♦216/4217 of th Go-..rnm"'t Code r= g.o~Al.:tb!t':i!coUon Permit to E.xc:oygte wll b• YOlld For )OU< Dig Alert ID Number Cdl UNDERGROUND SERVICE ALERT 1-800-422-4133 For Underg,oond Loc:otiig 2 Wori<~g Ooj> btfore Y°" Olg SURVE'f' ,!, BENCHMARK: BENCH JMR~ J J/4" OGS ALUMINUM BENCHMARK O,SI< STAMPED "I) 1415 1g88• NAW88 El.£VATIOO 9.196' ·AOJUSTEDTOM.LLW.9.S7' BASIS OF BEARINGS LEGAL BOUNDARIES & EASEMENTS: FUSCOE ALTA DATED 1·13-13 FUSCa: ALTA POINT 10318 -FOONO GEAR SPIKE ANO WASHER STAMPED "LS 6970'" AT THE c.L B.C. <:F \IA LOO, CPPOSITE IJ♦-00 "1A LOO -N 2172624.45, E 6050667.58 FUS00: ALTA POINT NO. 1J -FOONO CUT 'I: (ll SIOEWAIJ( AT THE N.E. CIJ<NER <:F CENTRAL AVE. ANO \IA OPIJ<TO -N 217J1J9.45, E 6050430.64 ADOITIOOAL PIO<-UP /C(llSTRU= TOPOGRAPHIC SURVEY 6c STAl<tlG PREPARED BY YIIWAM CARR PLS 5410 CC SHALL MAIHUJN 000<-ACC{SS DUAlNG-----' CONSTRIJC11(Jl j e· :N VICINITY MAP LEGEND ----PR<J>OSED LIMIT <:F DISTURBANCE ------GREEN sa<EEN/STRAW WATT\.E 00000 GRA\!1. BAG 1§:§1 CONalETE/Sl\lCCO WASHOOT ~ CONSTR\JCTlCW STAGING AREA EROSION CONTROL NOTES <D G) INSTALL STRAW WATT\.E ANO GREEN SCREEN PER CASQA OEToll. 5£-5. (y INSTALL COOO<ElE TRUO< WASHOOT PER CASQA OETAIL TC-J. @ INSTALL GRAlID 1Nl£T PRCTECTI(ll PER CASQA OEToll. 5£-10. © INSTALL 00011..£ GRA\!1. BAG PROTECTI(ll PER CASQA DETAIL 5£-6. @ INSTALL COOSTRUCTI(ll STAQNG Nl£A PER CASQA OETAIL 'M,1-1. GENERAL NOTES I. PIJ<TAII..£ RESTROOMS ARE NOT REQUIRED. EXISTING BUWNG HAS SER\1CEAII..£ RESTROOMS. 2. OOE TO SITE COOSTRAINTS, CONSTRUCTIOO AREA ANO BOAROWAIJ( SHALL BE ORY SVl£PT DAILY PER CASQA DETAIL 5£-7. 3. \OtCLE/EQUIPMENT CLEANING ANO MAINTENANCE MU NOT OCQJR (llSITE. 4. CC SHALL REMOVE GRA\!1. BAGS FRa.l CATOI BASINS W!£N CHANCE <:F RAIN 30X OR GREATER. fQJPMENT IBAOONG COUBQ l'.fil : fr~~~ Wl~iig,\ !//,1lli1g/EXIT TCJ -ENTRANCE / OUTLET TIRE WASH \ r-..-J ·~ 1 (IN FEET) 1 tf04 •30 FEET JACOB VANOER\IS RCE COOSTRUCTI(ll NOTE PROPOSED COOTIOUR EXISTING CONTOOR FLOW 0,RECTIOO PROPERTY LINE "O ~ > 00 00 .. . 0.= Q. ~ < :!: .o= .... M u ; • ;:: ~ I • ~ -<II( ~ - " :i: ~ ~ 0 z h 11 § [ ~l ~£ • u H J. <O §~ ;;; .. 190F 19 ~ PLAN CHECK: 2612-2014