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HomeMy WebLinkAboutS_5274_SCITY Of. COSTA MESA JOl-'N WA Yl'iE Al RP OR I UPPER NEWPORT BAY ,§:- ;::,"" i 52 i'if ,,, ·-14,; '°u S' CITY OF IRVINE I C>,;, ~ \l.1'.l i": ,§:- "' § PUBLIC WORK DEPARTMENT SANITARY SEWER IMPROVEMENTS ORT '"""""' -fr•. TER --, JAMB.,OREE ROAD fill~ NEWPORT BEACH, CA PROPERTY / LINE c::==:> PROJECT LOCATION VICINITY MAP SYMBOL/ LEGEND -0- [SlJ ~ POWER POLE SEWER CLEAN OUT SEWER MANHOLE STORM DRAIN MANHOLE FIRE HYDRANT WATER METFR STREE i UGHT PULL BOX TRAFFIC SIGNAL PULL BOX STREtT UGH! WATER VAL Vt GUY WIRE SURVEY MONUMENT SIGN VAULT VENT TR':E IRRIGATION CONTROL VALVE CTlil CABLE TV PULc BOX ilJ CORING LOCATION (!) ELECTRICAL MANHOLE ro ELECTRICAL PULL BOX f;,,//////d BUILDING ----EXISTING CONSTRUCTION PROPERTY LINE ----NEW CONSTRUCTION ---<f.--CENTERLINE ----S----SEWER LINE -·-·-W-----WATCR UNE ---G---GAS LINE --E--ELECTRICAL UN[ --T--TELEPHONE LINE -CATV-CA8LEVISION LINE --SP--SPRINKLER SYSTEM NOT TO SCA.LE ABBREVIATIONS (IN ADDITION TO GREENBOOK SECTION 1-3.2) AB AC ACP ARV BC BCR BLK BVC CATV Cl G: CL CLR CNB C&G cw E EC ECR EVC EXIST FE FL FLG FM FS G GB GE GV IP&T LT MAX MJ MIN N NG NO NTS OG PB PE POC AGGREGATE BAS£ ASPHALT CONCRETE ASBESTOS CEMENT PIPE 1\IR RELIE~ V.~LVE BEGIN CURVE BEGIN CU'lVE RETURN BLOCK BEGIN VERTICAL CURVE CABLE TV CAST IRON CENTERLINE CL,I.SS CLEAR CITY CF NEWPORT 8£ACH CU RB AND GUTTER DOMESTIC WA,TER LINE EAST /cLECTRIC END CURVE END CURVE RElURN END \IERT!CAL CURVE EXISTING FLANGED END FLOW c!NE FLANGc FORCF MAIN FINISH SURI' AC[ GAS GRADE BREAK GROOVED END GAIT VALVE IRON PIPE AND fAG LEFT Mfo.XIM'JM MECHANICAL JOINT MINIMUM NORTH NA.TURAL GROUND NUMBER NOT TO SCALE ORIGINAL GROUND PULL 30X PLAIN END POINT CF CONNECTION PROP PROPOSED RCP REINFORCED CONCREIT PIPE R£T RETAINING RG ROUGH GRADE RT RIGHT S SOUTH SCE SOUTHER~ CALIFORNIA EDISON SCH SCHEDULE SCO SEWER c•_E,',NOUT SHT SHEET SMH SEWER MANHOLE SQ SQUARE SS SANITARY S[WER DEVELOPER IRVINE COMPANY APARTMENT COMMUINITIES 550 NEWPORT CENTER DRIVE NEWPORT BEACH, CA 92660 PHONE; (949) 720-2000 EMERGENCY TELEPHONE NUMBERS SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY A 1&: T TELEPHONE COMPANY DAY NIGHT (800) 624-8153 (800) 611-1911 [800) 332-1321 CIVilL ENGINEEIR ORIANA SLASOR, P.E. FUSCOE ENGINEERING, INC. 1 6795 YON KARMAN, SUITE l 00 IRVINE, CA 92606 PHONE: (949) 474-1960 FAX: (949) 474-5315 PROPOSED PROP ESMT . SANl'fA~Y Sl;WER :::.i"OO:PbAJ1,J,_ ..... _.,,c~=,,,_-·· ANEf PRQFJ[!'f$SE'SREET~ z=· ••· .,:::.•-····- ----------~----- CONSULT ANT CAD FILES: CONSULTANT DATE REC'D BUILDING MVE ARCH. 11/11/2016_ L/S ARCH!TECT BURTON LANDSCAPE 11/12/2016 PLUMBING AMPAM 11/11/2015 DRY UTILITY BUTSKO 3/5/2015 STRUCTURAL VCA 6/17/2015 FIRE 8AKER NONE -x-x-x-FENCE STL STEEL SW SIDEWALK CITY OF NEWPORT BEACH UTILITIES Dl\llSION ORANGE COUNTY SANITATION DlSTRICT (949) 644-3071 (949) 644-3717 APPROVED: ___ ~ DAVID A. WEBB, P.E., PUBLIC WOR.KS DIRECTOR BLOCK WALL CALL TOLL FREF 1-800 227 2600 BEFORE YOU DIG T TELEPHONE W WEST/WHER W/ VnTH TIME WARNER CABLE COX COMMUNICATIONS ENGINEER DF RECORD BASIS OF BEARINGS: BlARINGS SHOWN HEREON .ARE BASED ON THE CtNTERLINE OF SAN CLEMENTE DRIVE, BEING N79'22'13"W PER PARCEL MAP FILED IN 800K 81 PAGES 8 & 9 OF PARCEL MAPS. BENCHMARK: OCS 3N -!':€ 77 NA\ID 1988 ELEV= 119.926 (7'4) 962-2411 (714) 542-6222 (949) 47'-1960 DATUM STATEM1'NT COORDINATES SHOWN ARE BASED ON THE CALIFORNIA· COORDINATE SYSTEM (CCSS3) ZONE VI 1983 N.A.D. (1991.35 EPOCH O.C S. GPS ADJUSTMENT) DISTANCES SHOWN ARE GROUND DISTANCES, UNLESS OTHERWISE. NOTED. TO OBTAIN GRID JISTANCE MULTIPLY GROUND DISTANCE BY 0.99996677. DESCR18ED BY OCS 2004 -FOUND 3 3\4" OCS ALUM1NUM BENCHMARK DISK STAMPED ">N-56-Jl", SE"! IN !HE TOF NORTHERLY CORNER OF A 4.5 FT. 8Y 8 FT. CONCR(t[ CATa·r 81\.SIN. MONUMENT JS LOCATEIJ IN lHE SOUTHEASTERLY PORiiON OF THE !NTERSECT!ON OF JAMBOREE ROAD AND SAN JOAQUIN HILLS ROAD. SET IN THE CENTER MEDIAN FOR SAN JOAQUIN HILL.S ROAD, 1:4 FT. SOUlHEASff.RLY OF lHE NOR1t-lWESERLY NOSE OF THE. MEDIAN ANO 4-PT. NORTHERLY OF lHE SOUTHERLY CURB FACT OF THE = FUSCOE G I N E E R I H G 16795 Von Kormon, Suite 1 DO, lrviri.e1 CoJifornia· 9"2606 tel 949.474.1960 ° fox 949.474.5315 o ·wwv.r.fuscoe.Com Nome MEDIAN. MONUMENT 15 SET l.EYl:J WITH THE S!OEW,\U<. ------------··-··-------·---NO. DATE REVISION ~: / ···ii. ,. -· 50' ;"! ' / / / // / SCALE: DATE: ______ _ -1 ,. = 25' 50' 50' GENERAL NOTES 1. All WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL, EXCEPT AS OlHER'MSE STATED IN THE CIT\"S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROViSIONS, BE CONSTRUCTED IN ACCOR.DANCE WITH THE "STAND,~RD SPFQF1CATIONS FOR PUBLIC WORKS CONSTRUCTION," 1997 EDITION AND SUPPLEMENTS TO DA TE 2. EXISTING. UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERlfYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION OF NEW FACILITIES. 3. STATIONING REFERS TO PIPE STATIONS UNLESS OTHERWIS[ :NDICAITD. 4. THE WALLS AND FACE OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES OR EXCAVATIONS LESS lHAN FIVE (5) FEET IN DEPTH $HAL ALSO BE GUARDED Wf!EN EXAMINATION INDICATES THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. · 5. THE CONTRACTDR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE 4 ABOVE FROM CAL -OSH ,~. 6. THE CONTRACTOR SHALL NOTIFY THE FIRE DEPARTMENT 48 HOURS IN ADVANCE OF A SHUTTING OFF OF ANY FIRE HYDRANTS AT (714) 644-3106. 7. THE CONTRACTOR SHALL NOTIFY THE FIRE DEPARTMENT 48 HOURS IN ADVANCE OF ALL LANE CLOSURES. 8. TRENCH WIDTH SHALL BE 0.0.+ 12" MINIMUM, OR O.D.+ 20" MAXIMUM INCLUDING THIC°KNESS OF TRENCH SHORING OR SHEETING 9. BACKFILL SHALL BE PER STANDARD SPECIFICATIONS SECTION 306-1.3 EXCEPT lHAT RELAllVE COMPACTION SHALL BE 90% MINIMUM. 10. WHEN THE MAXIMUM TRENCH WIDTH IS EXCEEDED, THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL, DRAWING '111TH SUBSTANTIATING ENGINEERING CALCULATIONS f'OR THOSE MODIFICATIONS OF PIPE SlRENGTH AND;'.OR BEDDING WHICH WILL PROVIDE AN IN-PLACE FACTOR OF SAFETY EQUIVALENT TO THAT PROVIDED IN THE CONTRACT. 11. BEDDING SHALL BE PER STANDARD SPECIFICATIONS SECTION 306-1.2.1, EXCEPT THAT: (A) CLASS 100-E-100 SLURRY MAY BE SUBSTITUTED FOR SHAPED BEDDING AT THE CONTRACTOR'S OPTION AND SOLE EXPENSE. (8) HAUNCH BEDDING SHALL BE HAND TAMPED TC 90% REL~.TIVE COMPACTION MINIMUM FOR PVC, RPM, HOPE AND ALL OTHER FLEXIBLE PIPE INSTALLATIONS. WHEREUPON THE REMAINDER OF BEDDING (ABOVE SPRINGUNE) MAY BE COMPACTED CONCURRENTLY WITH THE BACKFILL. • 12. ASPHALT CONCRETE PAVEMENT SHALL BE PER STANDARD SPECIFICATIONS SECTION 306-1.5, EXCEPT THAT: (A) ASPHALT CONCRETE SHALL BE PLACED IN LIFTS NOT TO EXCEED 4" THICK. (BJ APPLY TACT COAT AND FEATHER NEW PAVEMENT AS NECESSARY TO SEAL THE CONTACT JOINT ANO ELIMINATE PAVEMENT DEPRESSIONS WITHIN ONE FOOT OF THE CONTACT JOINT. 13. ALL TRENCHES SHALL BE PATCHED WITH AC PAVEMENT TO MATCH CONDITIONS WITH EXISTING. ENGINEER'S NOTICE TO CONTRACTOR 1. THE EXISTENCE ANO LOCATION OF ANY UNDERGROUND UT1LITfES AND/OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILA8L\: RECORDS. APPROVAL OF THfSE PLANS BY THE DCES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS OF THE LOCATION OR THE EXISTENCE OR NONEXISTENCE OF ANY UTILl1Y AND/OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT .• THE CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO PROTECT THE UTILITIES OF RECORD OR NOT OF RECORD OR NOT SHOWN· ON THESE PLANS., ANO IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. 2. RELOCATION OR REMOVAL OF ANY EXISTING UTILITIES SHALL BE PERFORMED BY THE RESPECTIVE UTILl1Y OWNERS, AT THE EXPENSE OF THE DEVELOPER. 3. UNAUTHORIZED CHANGES & USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITtNG AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS AND THE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT. 4. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBtU1Y FOR JOB SITE CONDITIONS DUR!NG THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THESE REQUIREMENTS SHALL APPLY CONTINUOUSLY AND NOT BE LIMrTED TO NORMAL WORKING HOURS AND THAT THE CONTRI\CTORS SHALL DEFEND, INDEMNIFY, ANO HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABIUTY ARISING FROM Tl1E SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER, OR ANY PUBLIC AGENCY. 5. THE CONTRACTOR TO POTHOLE AND VERIFY THE LOCATION AND ELEVATIONS OF ALL EXISTING UTIL!TIES AND UTILITY CROSSINGS PRIOR TO START OF CONSTRUCTION. CONTRACTOR SHALL CONTACT CIVIL ENGINEER IN THE EVENT OF ANY CONF'LICTS PRIOR TO CONSTRUCTION. 6. THE CONTRACTOR MUST NOTIFY UNDERGROUND ALERT AT 1-800-227-2600 A MINIMUM OF TWO FULL WORKING DAYS PRIOR TO START OF DEMOLITION, GRADING OR CONSTRUCTION OF ANY KIND. THE USA TICKET NUMBER MUST BE AVAILABLE AT THE CONSTRUCTtON SITE PRIOR TO START or ANY WORK SHOWN ON THIS SET OF PLANS. CONSTR'LJ,CTION NOTES (i) CONSTRUCT 10" PVC (SDR 17) SEWER WITH BEDDING, BACKFILL, AND TRENCH RESURFACING PER CNB STD-105-L-A, AND STD-106-L. SUBSTITUTE 3/8" CRUSHED ROCK INSTEAD OF SAND FOR PIPE BEDDING. SEE DEIAIL A. lo\ CONSfRUCT 12" VCP SEWER wIrn BEDDING, BACKFILL, AND TRENCH RFSURFACING PER CNS STD-105-L-A, AND STD-106-L. '.!:-J SU8STiflJTE 3/8" CRUSHED ROCK INSTEAD OF SAND FOR PIP( BEDDING. SEF DETAIL A. . @ INSTALL 48" DIAMETER MANHOLE PER CNB-401-l. © CONSTRUCT 48" DIAMETER MANHOLE PER CNE 401-L JOIN PRIVATE 10• SEWER @ REMOVE PORTIONS CF EXISTING 12" VCP SEWER. SEE DETAIL E. @ CONSTRUCT 20· SOLID PIPE SECTICN-Io' ON EACH SIDE or EXIST. WATER MAIN, WITH NO JOINTS OVER WATER MA!N. 1 TITLE SHEET 2 PLAN AND PROFlcE RE\llEWED: DATE ORIANA SLASOR RCE# 063451 SHEET INDEX TITLE SHEET SANITARY SEWER IMPROVEMENTS IN JAMBOREE ROAD DESIGNED: DRAWN: ___ __, SW NS CITY OF NEWPORT BEACH CHECK[D: DA TE: OS 06 l22Q14 PUBLIC WORKS DEPARTMENT SHEET 1 OF 2 P:\?RCJECTS\226\LS\ENG\!M;:,ROI/E:.MENT P, .. ANS\SEWER\22645SS-01TSJ)WG (12-15-1 / 10:lS:JOAM) Plotted by: Maki lna1T1ine 130 125 120 115 110 •( 113.93 !NV) -EXIST '2" VCP SEWER ~-(1) > oz o- N-:t"o a'....--+ .,; o- 10+00 I I • CO!'ISTIRU T :lo1.2;5' LF @) 10+50 11+00 11+50 .---TO SANTA BARBARA DRIVE ,, " J-AMBOREE· EX 2-4'· -~ ELEC • '_--EX 30" STL WTR -----~-............ ··•···· •. S43"29'55"W ; 7:·7:•c:r•·•-.,77···:••r7:r;-:T7::•·777•·:,·77/--------~-- ,,; / . POLICE STATION NOTE: CONTRACTOR SHALL REMOVE AND REPLACE IN KIND ANY DAMAGED CURB, DRIVEWAY APRON, GUTTER, PAVEMENT, SIGNAGE/STRIPING/PAINT AND SIDEWALK AT THE DISCRETION OF THE FIELD INSPECTOR. 12+00 ; ; l • INfb'fEP: . . d0l'llr~CT'ZlR Sl!tAlL YERIWY LdcAr-1b a. . . ElEV~TIONSOFEX:JSTINPW:AIBIIJITIE:SlP tdR::Pei . dONSTRl!JGlFION NS 1-JQTIFY ENGfNE~ GF AN¥ •• .. QJS¢RE.J;1AWCI' • ,_ i -1 1 t ~ ust CLR., --, -------' l i ; doNimoer 7• 1 LFl_:,GD,;:1;e°.. •• ·~--1-.........;.....,...'---.Ll.__j__L._..l.---, . hcr"• PY,c :lEW!!R (soR 1n l . . , . • ----· -----' ---------- • ····/ L_ L I 12+50 PROFILE: HORIZ: 1"=20' VERT: 1"=2' 13+00 '""-=•-m-• ·-·~·~0·.....,. ····~-,.=•·---.... fi:.) }::J., D _i::'.:c._: ___ _ R·OAD EX 18" ~ VCP OCSO SS ·::~i .. :::::-· i::':':'::"·;·::;:::-3.'.{. ·.:0-:_:.,::::·_. :::~i--:~"· EX 2-4-" ~ TELE I FUSCOE i II GI ff.Ii ER I !I G -----------A • Hi795 Von Karman} S'uita 100, irvine, CaJifomia 926-06 tel 949.474.1960 o fnx 949.474.5315 " www.fusco,u:om _ 20' Name Date NO. DA TE REVISION . ----------------------------·-·---------------------------·-· . 130 125 120 115 110 20' SCALE: 1" = 20' EXISTING PAVEMENT TRENCH WIDTH E)(JSTING BASE BACKFILL BED!JING 1RENCH SHEETING OR SHORIMG IF USED UNDISTURBED SOIL ' a, . . .. . . . . ~ -· --· -.-REPLACE PAVEMENT SECTION WITH 9" AC ON 20' AB (COMPACTION 95% MtN.) · 0 1ETAIL A SEWER MAIN TRENCH N.T.S. EXISTING 12"-, VCP SEWER PROTECT IN PLACE I N I ~ti 1/) CONSTRUCT NEW SEWER MANHOLE--. ANO PROVIDE SMOOTH TRANSITION -(INV. 113.93)* FROM INLET TO OUllET S=0.0090 REMOVE INTERFERRING PORTION -... .. _ OF EXISTING 12" VCP SEWER STIJB-OUT, PLUG END Willi • CONCRETE, AND ABANDON IN PLACE DETAIL B SEWER MANHOLE #1 N.T.S. PUBLIC SEWER CONSTRUCTION NOTES: G) 0 0 ® ® CONSTRUCT 10" PVC (SOR 17) SEWER WITH 8EODING, BACKFILL, AND TRENCH RE5URFACING PER CNS STD-105-l-A, AND STD-1D6-L. SUBSTITUTE 3/8" CRUSHED ROCK INSTEAD OF SAND FOR PIPE BEDDING SEE DETAIL A. CONSlRUCT 12" vc~ SEWER WITH BEDDING, BACKFILL, AND TRENCH RESURFACING PER CNS STD-105-L-A, AND STD-106-L. SUBSTITUTE 3/8" CRUSl'IED ROCK INSTEAD OF SAND FOR PIPE BEDDING. SEE DETAIL A. INSTAil.. 48" DIAMETER MANHOLE PER CNB-401-L CONSTRUCT 48" DIAMETER MANHOLE PER CNB 401-L. JOIN PRIVATE .1 O" SEWER REMOVE PORTIONS or EXISTING 12" VCP SEWER. Sff DETAIL 8. CONSTRUCT 20' SOLID PIPE SECTION-! o· ON EACH SID£ OF [XIST WATER MAIN, WITH NO JOINTS ovrn WATER MAIN. NOTE: EXISTING STORM DRAIN AND WATER MAIN SHALL BE PROTECTED AT CROSSINGS. RE'AEWED: PROPOSED 12" VCP SEWER PLAN AND PROFILE ORI/\NA SLASOR RCE# C63451 DATE __ __, DESIGNED: SW DRAWN: • CHECKED: DATE: NS OS 06 12 201~ SANITARY SEWER IMPROVEMENTS IN JAM•BOREE ROAD CITY OF NEWPORT B,EACH PUBLIC WORKS DEPARTMENT Sll[ET 2 OF 2 CITY OF COSTA MESA UPPER NEWPORT BAY C' -1,t,,,,,o uc C 0, 'f' CITY OF IRVINE .;J, P'UBLIC WORK'S DEPARTMENT WATE!R MAIN REILOCATION IMPROVEMENTS, IN ClrVIC P'LAZA 11 ;Q 1 SAN JOAQ!UltN HILLS DRIVE NEWP'ORT BEACH, ,c,A GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION" ANO SUPPLEMENTS TO DATE, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFY,NG THE ACTUAL LOCATION AND EL£VATION IN 11--IE FIELD PRIOR TO BEGINNING CONSTRUCTION. 3. All EXPOSED CONCRETE SUR'"ACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS. 4. P,0.C. SHALL BE CLASS 560-C-3250 5. CONTRACTOR SHALL ADJUST CITY UTIL117ES (e.g. WATER VAULTS, WATER VALVES, SCO, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE PER CITY STANDARDS. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS. 6. PROPOSED PAVEMENT AND CURB AND GUTTER SHALL JOfN AND MATOH LINE AND GRADE OF EXISTING IMPROVEMENTS UNLESS NOTED OTHERWISE. 7. ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER. ENGINEER SH.ALL MAKE CHANGES TO DRAWINGS TO REFLECT AS CONSTRUCTED CONDl170N. FAILURE TO 00 SO WILL PLACE RESPONSIBILITY OF THE CONTRACTOR FOR CORRECTION AND LIA8ILITY ON ENGINEER OF RECORD. 8. ANY WORK NOT INDICATED ON THE DRAWINGS BUT CALLED FOR IN THE SPECIFICATIONS, OR VICE-VERSA, AND ANYWORK REQUEST BY CNB PUBLIC WORKS INSPECTOR SHALL BE FURNISHED AND PERFORMED AS THOUGH SPECIFICALLY INDICATED AND CALLEO FOR IN BOTH. ANY WORK NOT INSTALLED ACCORDING TO DRAWINGS AND SPECIFICATIONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. 9. ALL ASPHALT CONCRETE PAVING SHALL HAVE A 3/8-INOH UP PRESENT AT THE LIP OF GUTTER. 10. DUE TO THE THICKNESS OF THE EXISTfNG PAVEMENT. NO SUPERTRUCKS SHALL BE.. USED AT ANY 17ME UNLESS APPROVED BY THE ENGINEER (SEE SPECIFICATIONS). 11. DIGOUT QUANTITIES ARE LISTED IN "l'rlE PROJECT PROPOSAL AND SPECIFICATIONS. THE ACTUAL AREAS ARE PAINTED fN THE FIELD FOR BIDDING. • r--. 12. AN APPROVED ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK ACTIVITIES WITHIN THE PUBLIC RIGHT-OF-WAY 13, A PUBLIC WORKS DEPARTMENT ENCROACHMENT PERMIT INSPECTION IS REQUIRED BEFORE THE BUILDING ~ DEPARTMENT PERMIT FINAL CAN BE ISSUED, AT THE TIME OF PUBLIC WORKS DEPARTMENT INSPECTION, IF ANY OF THE EXISTING PUBLIC IMPROVEMENTS SURROUNDING THE SITE IS DAMAGED, NEW CONCRETE SIDEWALK, CURB, AND GUTTER ANO ALLEY/STREET PAVEMENT Will BE REQUIRED AND 100% PAID BY THE OWNER. SAID DETERMINATION AND EXTENT OF THE REPAiR WORK SHALL BE MADE AT THE DISCRETION OF THE PUBLIC WORKS INSPECTOR. 14. ALL WORK RELATED TO WATER IN THE PUBLIC RIGHT-OF-WAY SHALL BE PERFORMED BY A C-34 LICENSED PIPELINE CONTRACTOR OR A LICENSED GENERAL ENGINEERING CONTRACTOR. 15. ALL FITTINGS MUST BE C-110. 0 PROJECT LOCATION 16, ALL GA TE VALVES MUS1 BE RESILIENT WEDGE. 17. SOILS ARE CORROSIVE. PROTEC11VE COATING AND/OR WRAP SHAL:_ BE USED TO PROTECT FITTINGS, OR ANY METAL COMPONE:NTS. VICINITY MAP SYMBOL/LEGEND 0 @ DOJ !!ii rm ~LL/////c'./j ---- ----- ---'i:--- --·-S---- -----w----- ---G--- --E-- --T-- -CATV- --SP-- POWER POLE SEWER CLEANOUT SEWER MANHOLE STORM DRAIN MANHOLE FIRE HYDRANT W.A TER ME!ER STREET LIGHT PULL BOX TRAFFIC SIGNAL PULL BOX STRffT UGHT WATER VALVE GUY WIRE SURVEY fAONUMENT SIGN VAULT VENT TREE IRRIGATION CONTROL VALVE CABLE TV PULL BOX CORING LOCATION ELECTRICAL MANHOLE EcECTRICAL PULL BOX BUILDING EXISTING CONSTRUCTION PROPERTY LINE NEW CONSTRUCTION CENTERLINE SEIVER LINE WATER LINE GAS LINE ELECTRICAL LINE TELEPHONE LINE CABLEVISION LINE SPRINKLER SYSTEM NOT TO SCALE ABBREVIATIONS (IN ADDITION TC GREENBOOK SECTION '-3 2) AB AGGREGATE BASE ARV AIR REllff VALVF. ACP ASBESTOS CEMENT PIPE AC ASPHALI CONCRETE BC BEGIN CURVE BCR BEGIN CURVE RETURN BVC BEGIN VERTICAL CURVE BLK BLOCK BW BACK 8F S!DEWALK CA TV CABLE TV CF CURB ,ACE Cl C".ST IRON 4. CENTERLINE CNB CITY OF NEWPORT BEACH CL CLASS CLR CLEAR C&G CURB AND GUTTER DW DOMESTIC WATER LINE E EAST /ELECTRIC EC END CURVE ECR END CURVE RETURN EVC END VERllCAc CURVE EXIST EXISTING FLG FLANGE FE FLANGED fND fl FLOW LINE FM FORCE MAIN FS FINISH SURF.~CE G GAS G\/ GATE VALVE GB GRADE BREAK GE GROOVED ENO IP&T !RON PIPE AND TAG LT _[FT MAX MAXIMUM MJ \!ECHANICAL JOINT MIN MINIMUM NG NATURAL GROUND N NORTH NTS NOT TO SCALE NO NUMBER OG ORIGINAL GROUND PE PLAIN END oo PUSH-C~ ooc POINT OF CONNECT!ON 0 RQP PROPOSED PB PUUL BOX RCP REINFORCED CONCRETE 0 IPE RET RETAINING RG RGUGH GRADE RT RIGHT SCH SCHEDUcE S SEWER sec SEWER CLEANOUT SMH SEWER MANHOLE SHT SHEET • . . . . . . . ' IRVlNE COMPANY APARTMENT COMMUINITIES 550 NEWPORT CENTER DRIVE NEWPORT BEACH, CA 92660 PHONE: (949) 720"""2000 EMERGENCY TELEPHO1NE ;NUM,BERS SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY AT&T TELEPHONE COMPANY DAY l'IIGHT {~OD) 624-8153 (800) 611-1911 (800) 332-1.l21 CIVIL EN,GlNEER ORIANA SLASOR, P.E. F1JSCOE ENGINEERING, INC. 1 6795 VON KARMAN, SUITE 1 00 IRVINE, CA 92606 PHONE: (949) 474-1960 FAX: (949) 474-5315 BUILDING L/S ARCHITECT PLUMBING DRY UTILITY STRUCTURAL FIRE CONSULTANT MVE ARCH. BURTON LANDSCAPE AMPAM BUTSKO VCA BAKER DATE REC'D 11/11/2016 11/12/2016 100' o' 50' 100' 11/11/2015 3/5/2015 SCALE: j ., = 100' 6/17/2015 NONE 18. TRACING WIRE SHALL BE INSTALLED ON All WATER LINES. FROM THE WATER MAIN TO 11--tE BUILDING (PUBLIC AND PRIVATE), INCLUDING AFTER .THE BACKFLOWS. 19. ALL FITTINGS SHALL USE 316 STAINLESS STEEL BOLTS/ NUTS. 20. All DUCTILE IRON FIT.TINGS SHALL BE C-110. 1. THE EXfSTENCE ANO LOCATION OF ANY UNDERGROUND UTILITIES AND OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. APPROVAL OF THESE PLANS BY THE DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS OF TI--IE LOCATION OR THE EXISTENCE OR NONEXISTENCE OF ANY UTILITY ANO/OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE CONTRACTOR I REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO PROTECT THE UTILITIES OF RECORD OR NOT OF RECORD OR NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES, 2, RELOCATION OR REMOVAL OF ANY EXISTING UTILITIES SHALL 3E PERFORMED BY THE RESPECTIVE UTILITY OWNERS, AT THE EXPENSE OF THE DEVELOPER. 3. UNAUTHORIZED CHANGES & USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PL'-NS. ALL CHANGES TO THE PLANS MUST BE IN WRITlNG AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS AND THE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT. 4. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE ANO COMPLETE RESPONSIBILITY FOR JOB SITE CONDITION DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THESE REQUIREMENTS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT THE CONTRACTORS SHALL DEFEND, INDEMNIFY, ANO HOLD THE OWNER AND ENGfNEER HARMLESS FROM ANY AND ALL LIABILITY REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER, OR ANY PLIBLI AGENCY. 5. THE CONTRACTOR TO POTHOLE AND VERIFY THE LOCATION AND ELEVATIONS OF ALL EXISTING UTILITIES AND UTILITY CROSSINGS PRIOR TO START OF CONSTRUCTION. CONTRACTOR SHALL CONTACT CIVIL ENGINEER IN THE EVENT OF ANY CONFLICTS PRIOR TO CONSTRUCTION. 6. THE CONTRACTOR MUST NOTIFY UNDERGROUND ALERT AT 1-800-227-2600 A MlNIMUM OF TWO FULL WORKING DAYS PRIOR TO START OF OEMOUTION, GRADING OR CONSTRUCTION OF ANY KIND. THE USA TICKET NUMBER MUS BE AVAILABLE AT THE CONSTRUCTION SITE PRIOR TO START OF ANY WORK SHOWN . ON THIS SET OF PLANS. CONST. N,QTES -PUBLIC -G) INSTALL 12" AWWA C-900 PVC, CLASS 305 WITH TRACING WIRE. TRENCH DETAILS PER CIIIB STD-106-L @ INSTALL 6" 225" DI BEND (MJ X MJ) ', INSTALL s" CLASS 200 RESILIENT WEDGE GATE VALVE (FE X MJ • Cl) WITH RETAINER GLANDS) WITH VALVE BOX ANO RISER PER CNB STD 508-1., STD 5.10-L -C, AND STD 511-L 0 CONSTRUCT WET BARREL FIR£ HYDRANT PER CNS STD. PLAN • 500-L, 21" FROM CF OR 18" FROM BACK OF WALK (WHERE SIDEWALK IS PROPOSED) @ INSTALL 12" 11.25" DI BEND (MJ X MJ) ® INSTALL 6" LONG TRANSITION COUPLING (PVC X DIP) 316 STAINLESS STEEL BOLTS/ NUTS (j) INSTALL 2" WATER SERVICE PER CMB STD. 503·-L @ CONSTRUCT 6" ABOVE-GROUND METER ••• NEPTUNE TRU-FLOW PER CNB SID. PU\N 520-L -8 INSTALL 16" X 12" C-110 TEE W/2 VALVES {ONE 16" ® BUTTERFLY VAlVE ON SOUTH SIDE OF TEE, AND ONE 12" GATE VALVE ON TH£ NEW 12" WATER MAIN) (FEXFEXMJ) Q0 INST.•.LL B"X12"X12'' DI TE)' WITH RETAINER GLANDS (MJ X MJ XFE)C-I10 · @ INSTALL THRUST BLOCK PER Cl1Y STD. 5\0-L-A @ INSTALL 12" 90' DI BEND (MJ X MJ) @ INSTAUL 12" CLASS 200 RESILIENT WEDGE GATE VALVE {FE X MJ WITH RETAINER Qi.ANDS) Will-I VALVE BOX AND RISER PER CNB SID 508-L, STD 510·-L, AND STD 511-L @ UNDERGROUND FIRE WATER LINE PER SEPARATE PERMIT CONSl-. NOTES -PUBLIC CONT. @) INSTALL 6" 22.5' DI BEND (FE X FE) @) INSTALL 6" 90' DI BEND (MJ X MJ) @ INSTALL 6" X 12" X 12" C-110 TEE (FE X FE X fE) @ INSTALL 6" CLASS 200 RESILIENT WEDGE GATE VALVE {Ff X MJ WITH RETAINER GLANDS) WITH VALVE 80X ANO RISER PER CNB STD 508-L, STD 510-L-C, AND STD 5-1 !-L @ INSTALL 12" 22.5' DI BEND (MJ X MJ) @ INSTALL !" WATER SERVICE PER CNB STD. 502-L . @ CONSTRUCT 36" X 36" X 6" THICK CONCRETE PAO REINFORCED WITH , W.W.F. 1.6 X 1.6 • 1 @ INSTALL a• 45" DI BEND (MJ X MJ) @ INSTALL 6"Xl 2"X12" DI TEE WITH RETAINER GLANDS (MJ X MJ X fE) C-110 @ INSTALL 3.04-DEGREE WIDE RANGE UL1RA-COUPLING PER ROMAC INDUSTRIES, INC., S1YLE XR501 @ INSTALL 6" 11.25' DI BEND (FE X FE) co,NST. NOTES -PRIVATE @ PLUMBING POINT OF CONNECTION (Bl INSTALL 8" AWWA C-900 PVC, CLASS J05 W / TRACING WIRE @ INSTALL 2" FEBCO 825Y REDUCED PRESSURE BACKFLOW PREVENTER PER CflY STD. 520---L ~A @ CONSTR'JCT 8" FEBCO LF860 REDUCED PRESSURE ZONE BACKFLOW PREVENTER PER Cl1Y STD. PLAN 520-L-8 -x-x-x-FENCE SW SIDEWALK S SOUTH CITY OF NEWPORT BEACH UTIUllES DIVISION ORANGE COUNTY SANITATION DISTRICT (949) 644-3011 (949} 644-3717 APPROVED: ________________________ _ DATE: ______ _ DAVID A. WEBB, P.E., PUBLIC WORKS DIRECTOR A?. INSTALL 8" AW'IIA C-900 PVC, CLASS 305 WITH TRACING WIRE. \l.::1/ TRENCH DETAILS PER CNB S1D-106-L @ INSTALL 1" REDUCE PORESSURE PRINCIPLE BACKFLOW DEVISE (FEBCO 825Y) PER CNS STD 520-L -A @ INSTALL THRUST BLOCK PER CrTY STD. 510-L-A , (jJ) INSTALL 6" 90-DEGREE BEND (MJ X MJ) BLOCK WALL CALL TOLL FREE 1-800-227-2600 BEFORE YOU DIG SOE SOUTHERN CALIFDRNIA EDISON SQ SQUARE S1L STEEL i IELEPHONE TIME WARNER CABLE COX COMMUNICA llONS ENGINEER 0'" RECORD II' WEST/WATER W/ W!TH BASIS OF BEARINGS: BFARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF SAN CLEMENTE DRIVE, BEING N79'22'13"W PER PARCEL M.I\P FILED IN BDOK 81 PAGES 8 & 9 OF PARCEL MAPS. BENCHMARK: OCS 3N-56-77 NAVO 1988 ELEV= 119.926 (714) 962-2411 (714) 542-6222 (949) 474-1960 DATUM STATEMENT COORD1NA TES SHOWN /\RE BASED ON THE CALIFORNIA COORDINATE SYSTEM (CGS83) ZONE VI 1983 N.A.D. (1991.35 EPOCH O.C.S. GPS ADJIJSTMENT) DISTANCES SHOWN ARE GROUND O:STANCES, UNLESS OTHERWISE NOTED. TO OBTAIN GRID DISTANCE MULTIPLY GROIJND DISTANCE BY 0. 99996677 DESCRIBED BY ocs 2004 -FOUND 3 3\4" ocs ALUMINUM BENCHMARK DISK STAMPED "3N-56-7"r. SET IN -n{E mp NORTKERL Y CORNER OF A 4.5 CT. BY 8 FT. CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE SOUThiEASTERLY ?ORTION OF THE iNT£RSEC110N OF JAM80RE-E ROAD AND SAN JOAQUIN HILLS ROAD, SET IN T.-IE CEN"IER MEDIAN FOR SAN JOAQUIN HILLS ROAD, 14 rT, SOli"fHEASTERL Y OF TH( NORTHWESTERLY NOSE OF THE MEDIAN .sND 4 FT. NORTKERL Y OF THE SO\HHERL Y CURB FACE OF THE MEDIAN. MONUMENT IS SET LEVEL Wl1H lHE SIDEWALK. @ INSTALL 8" 90' DI BEND (MJ X MJ) @ INSTALL 6" AW'IIA C-900 PVC CLO.SS 305 WITH TRACING WIRE. TRENCH DETAILS Pm GNB STD-106-L, M 1--------.... ---------.......... ..!..li;.8"-,IJINl.i'S:i.TA1,1;LL...:,.1'_' l,!(WA1,1,TE.:;R._Sai!E.:.RV:.::IC:.:.E._P:;.;E.:.R.:CollN.:.B ... s::;TD:,.,..1,5~02.,;-;:_L _______ ➔r SHEET INDEX ;t: 1,,,,,-----------..;;;;;.;,.,;,;;;;;;;;;;..;...,;.;,..;;.;;;;;.=..;.,,.,..------------....f!L..-.. TITLE SHEET 2 DEMOLITION PLAN 3 PLAN AND PROFILE 4. DETAILS r~ 9-............... _________ ....,.. _____ .,........,...."""""'l'--i---------------..1.--f"!"'!!"=t"""""'"-....... _.....,.._ ....... ________________ ~w ~E: - FUSCOE £ U G I H I E R I ~ G 16795 Von Korman, Svi!e 100, Irvine, Q:,fffornio 92606 tel 949.474.1960 o fox 949.474.5315 o www:roscoe.com NO. C-63451 Exp,. 09/30/1'6 0 '$,QllJ.lt}-\_ TITLE SHEET U,# z ORIANA SLASOR WATER MAIN RELOCATION i= DATE RCE/f c63457 IMPROVEMENTS IN CIVIC PLAZA W f----f----j--+-----------------J__'.'..'.2==:::::::;====TTTT=--1------------------~----------1,_I --------+--+--+---------------------1 DESIGNED: swi ORAWN:FIIR NS CITY OF NEWPORT BEACH 5 PUBUC WORKS DEPARTMENT SHEET 1 OF 4 00 NO. DATE REVISION I .................... . -------------, CHECKED: DATE: OS' 04 20 .2015 I I ·,:,; I I I I I i I I ! l I l I I ~ J /11 I I L_ STREET R/W _J LIMITS OF WORK PROPERTY LINE 2 LIMITS or WORK - PUBLIC WATER CONSTRUCTION NOTES OJ [TI PROTECT IN PLACE DEMO EXIST. WATER UNF, METFRS, BACKFLOWS, 1\NO RELATED EQUIPMENT. CONTACT CASEY PARKS AT CITY OF NEWPORT BEACH (949)644-3019 TO CDLLfCT METERS. CAP EXIST. WATEl1 LINE REMOVE EXISTING CROSS AND VALVE, REPLACE W/ C-900 TEE W/ IUllD ULTRA-FLEX COUPLINGS ABANDON EXISTING 8" WAT[R UNF WITHIN RIGHT OF WAY I I I I I I I I I I --_] I I ~ I I I I ! ', \ FUTURE CONNECTION TO PROPOSED WATER MAIN \\ \ ,, ' ·, ,, \\ \ , \ \ NOTE: PROTECT IN PLACE ALL UTILITIES UNLESS OTHERW,!SE NOTED. \ \ EXISTING EASEMEN1 TO BE QUIT CLAIMED \ \ \ \ PROPER!Y LINE \ \ \ \ \ ;; I \ \ \ \ \ 20' 40' // f",, .,,,.,,✓./ ~ / ~ . 1-w ~-----------...---.....;. ____ _.........,. ..................... -------1""""""'.,........., ............. "l""""" _______________ ~~~----""'i""--------------------1W ~ ~EB: W NOTE: CONTRACTOR SHALL REMOVE ANO REPLACE IN KIND ANY DAMAGED CURB, DRIVEWAY APRON, GUTTER, PAVEMENT, SIGNAGE/STRIPING/PAINT AND SIDEWALK AT THE DISCRETION OF THE FIELD INSPECTOR. -FUSCOE Gll!EERIIIG 16795 Yon Korman, Sutte JOO, Irvine, California 92606 tel 949.474.1960 ° fox949.474.53,l5 ° www.fuscoe.com Name Octe. ----------; NO. DA TE REVISION ORIANA SLASOR RCE# C63451 DATE DESIGNED: SW DRAWN: F~R/NS CH[CKEO: DATE: OS 04 20 2015, DEMOLITION PLAN ffe z WATER MAIN RELOCATION i= IMPROVEMENTS IN CIVIC PLAZA ~ -------~-------t. _,I CITY OF NEWPORT BEACH :, PUBLIC WORKS DEPARTMENT SHEET 2 OF 4 CJ \ tft·.: .-. .-,_. \ ---. ·_-•, ·-_, ~:( I . CURVE# <c1) @ @ @ @ ' i N mo ~' -«' "'. w oc, +w s~ 10+00 CURVE TABLE LENGTH RADIUS DELTA TANGENT 45.95' 275.D0' ! 9·34'28" 23.03' 52.32' , 275.00' 10'54'0'" 26.24' 138.23' 275.00' 28'47'58" 70,61' 11 4.18' 275,00' 23'47'20" !;,7.92' , 72.27' 275,00' 15'03'27'' 36,.55' . FS AT <i_ OF PIPE -,- ;,,~=,--o,-~H'.':M"i-11~ ' > "' ;i; 0 ,.rir-- "'N +· ... : 0,,., 11+00 12+00 f PRIVATE WATER CONSTRUCTION NOTES: ® =s '0c) @ 77' "-.:/ (78', '!..;!I PLUMBING POINT OF CONNECTION INSTALL 8" AWWA ~-900 PVC, CLASS 305 W/ TRACING WIRE SHUT OFF AND CAP 2" WATER SERVICE AT CORPORATION STOP. CONTRIICTOR TC CONTACT INSPECTOR MATT BULLMAN @ [949) 718-3410 PRIOR TO ABANDONMENT CONSTRUCT 6" WILKINS 375A REDUCED PRESSURE ZONE BACKFLOW PREVENTER PER Cl'fi' STD. PLAN 520-L-B iNSTALL 1" HWUCE PORESSURE PRINCIPLE 6ACKFLOW DEVISE (Frnco 825Y) PER CNB STD 520 L-A, 'NSTALL THRUST BLOCK PER CllY STD. 5· 0-L-A INSTAU 6" 90-0FGREf BEND (MJ X IIJ) INSTA.LL I" WATER SERVICE PER CNB STD. sc,2-L 13+00 O"----- i 8" FIRE WATER PER SEP.~RATE PLAN 1 14+00 I I . . : '. 1 ,( . .,,, . .._'..- 16+00 17+00 NOTE: PROVIDE 3' MIN. OF HORIZONTAL CLEARANCE BETWEEN HYDRANT AND All ... "' + ro / AT <i_ OF PIPE ,...., -z c.,,4":'....l---+~--'-+-;-,,,L__;.,.,,,-.::._-,-_:__+---L-------;--'---.\i!--""--\$!-lc'.'1;l~ ' 0 ---"1H-8~l-t----~-+----i ~ 18+00 SCA,JJas;;Y 1 " = 40' / I I 40' l 19+00 EXIST. 16"ACP :R LINE " 70 PROFILE HORIZ 1 =40' VERT 1 "=4' (D INSTA!.L 12" AWWA C-900 PVC, CLASS 305 WITH TRACING WIRE. TRENCH DElAILS PER CNB STD-106-L 1'.1) INSTALL 8" 22.5' DI BEND (MJ X MJ) ,:j) INSTALL 8" CLASS 200 RESILIENT WEDGE GATE VALVE (FE X ,4J WITH RETAINER GLANDS) WITH . VALVE BOX ANL) RISER PER CNB STD 508-L, STD 510-L-C, ANO STD 511-l ,~ CONSTRUCT WET BARREL FIR!: HYDRANT PER CNB SID. PLAN 500-L, 21" FROM CF OR 1 B" FROM BACK OF WALK (WHERE SIDEWALK IS PROPOSED) :]) INSTALL 12" 1 1.25" DI BEND (MJ X MJ) @ INSTALL 6" LONG TRANSITION COUPLING (PVC X DIP) 316 STAINLESS STEEL BOLTS/ NUTS 0 INSTALL 2" WATER SERVICE PER CNS STD. 503-L ® CONSTRUCT 6" .sBOVf-GROUND METER -NEPTUNE TRU-FLOW PER CNB STD. PLAN 520-L -8 ® INSTALL 16" X 12" C-110 TEE W/2 VALVES (ONE 16" BUTTERFLY VALVE ON SOUTH SIDE OF TEE, AND ONE 12" GATE VALVE ON THE NEW 12" WATER MAIN) (FEXFEXMJ) @ INSTALL s"x12"x12· DI TEE WITH RETAINER GLANDS (MJ X @ INSTALL THRUST BLOCK PER Cl'IY STD. 510-L-A @ INSTALL 12" 90' 01 BEND (MJ X MJ) MJ X FE) C-110 ~\ @ INSTALL 12" CLASS 200 RESILIENT WEDGE GATE VALVE (FE X MJ WITH RETAINER GLANDS) WITH , , VALVE BOX AND RISER PER CNB STD 508-l, STD 510-L, AND STD 511-L ) @ UNDERGROUND FIRE WATER LINE PER SEPARATE PERMIT @ INSTALL 8" AWWA C-900 PVC, CLASS 305 WITH TRACING WIRE. TRENCH DETAILS STD-106-L PER CNB @ INSTALL 8" 90' DI BEND (MJ X MJ) @17 INSTALL 6" AWWA C-900 PVC CLASS 305 WlfH TRACING WIRE. TRENCH DETAILS ?ER CNS Sll)-106-L. t~ INSTALL 6" 22.5', DI BEND (FE X FE) @ INSTALL 6" 90" DI BEND (MJ X MJ) @ INSTALL 6" X 12'' X 12" C-110 TEE (FE X FE X FE) @ IMSTALL 6" CLASS 200 RESILIENT WEDGE GATE VALVE (FE X MJ WITH RETAINER GLANDS) WffK VALVC BOX ANO RISER PER CNB STD 508-L, STD 510-L-C, AND STD 5-11-L @ INSTALL 12" 22.5' DI BEND (MJ X MJ) @ INSTALL 1" WATER SERVICE PER CNB STD. 502-L Q9 CONSTRUCT 36'' X 36" X 6" THICK CONCRETE PAD REINFORCED WITH W.W.F. 1.6 X 7.6 i\l 1 @ INSTAcL 5" 45· DI GENO (MJ X MJ) "s:t OTHER ADJACENT ABOVE GROUND @ INSTALL 6"X12"X12" DI TEE WITH RETAINER GLANDS (MJ X MJ X FE) C-11D (") @) INSTALL 6" X 6" REDUCER IMPROVEMENTS. ~ INSTALL 3.04-0EGREE WIDf RANG[ ULTRA· COUPLING PER ROMAC INDUSTRIES, INC., STYLE "I'.""' @ INSTALL 1" PVC (SDR 26) ~ XR501 ;I:: @) CONNECT TD PIT FOUNTAIN PER LANDSCAPE ARCHITECT'S PLANS @) INSTALL 6" 11.25" Di BEND (FE X FE) 1-....,....,. ..... ...,. __ .._ ______ ..... ..,....,......,.....,.,....;.....,.....,.....,.....,.........,F"'"""'i"'•···=· ··-····F····--------·· ..,.,.-------------------~R~E~~~EWl'~.~D:.,.....,.......,..-..... -,-.....;;.;;.. _____ ...,..,.......,. ............ ...,. ...... -.,...._....., _____ .,....---i~ N II II E R II G 16795 Von Karman, Sutte 100, lrvifle, California 92606 tel 949.474.1960 o fox 949.474.5315 o www.fuscoe.com Nome Dflte, NO. C6301 Exp. 09'/30/15 f' ( f;,. 'iOA ,,J_,0\3JJ),,, ·, __ NO. DATE REVISION DATF ORIANA SLASOR RCE# C63451 DRAWN: SW FAR NS ----------l CHECKED: DATE: cs 04 20.2015 PLAN AND PROFILE :z WATER MAIN RELOCATION i= IMPROVEMENTS IN CIVIC PLAZA W ----------'---~---------1..J CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 3 OF 4 _,,I => Ill F':\PRJJ!:.l:'1S\226\4b\i:NG\IMPROVEMfNI PU•'NS\Wl1TE;:\226450W-03PP.DWG ('. 2-1 5-17 1 '. :18:17AM) PlolteJ Uy: ·Moki lnqmine 13 PORTIONS OF EX 12" DiP WATERMAIN CAPPED /PER OEV,.OLITION PLAN '( (SHEET 2) .lo !,\ 10+00( =4+49.91 EX 12" ~-'(f}--'t~-~ DIP WATER MAIN) 21 /' EXIST 12" DIP WA TtRMAIN TO BE PROTECTED 6 DETAIL A N.T.S. 14+54.48 DETAIL F N.T.S. ~\ 18+01.23 I~ DETAIL K \\ N.T.S. \ EXIST 8" -----._ GATE VALVE '---.., A...-_., Y-D1 \ ' I EXIST 8" I DIP WATER/ DETAIL 0 N.T.S. 1 1 DETAIL B N.T.S. 15+23.36 1 3 DETAl!L G N.T.S. 1 . DETAIL L N.T.S. 11 18 DETAIL P N.T.S. 4 90' BEND 17 DETAIL Q N.T.S. 1 1 13 72 I 10+18.07 5 11 1 DETAIL C 16+57.13 1110 N.T.S. DETAIL H N.T.S. 13 I I \ \ 11 2D+94. 79 PROP 12"WA TER EX 16"WATER) ~16" BUTTERFLY VALVE \ ~EX 16M ACP WATERMAIN I \ DETAIL M N.T.S. 72 DETAIL R N.T.S. 1 @.®----- (90.425·) 2.15 LF 17i----- 9.31 LF 0.83 LF18 11 LENGTH OF COUPLING BETWEEN ENDS OF 6" LATERAL = 7" 7.82 LF TO BACKFLOW PREVENTOR 17 15 15 □,ETAIL I • 2 11 (21.25·) N.T.S. 15 15+94.26 5@ 1 DrETAIL N N.T.S. 10+96.28 @@ 1 I I -7,1 \ ______ , DETAIL D N.T.S. 15 ---115 DETAILS DETAIL T N.T.S. N.T.S. lJl41 \ LF DETAIL E N.T.S. 16+46.65 DETAIL J N.T.S. 14+18.36 11 22 PUBLIC WATER CONSTRUCTION NOTES: ® ® 0 ® ® @ ® @ @ @ @ @ @ @ @ ® @ @ @ @ @ @ @ INSTALL 12" AWWA C-900 PVC, CLASS 305 WITH TRACING WIRE. TRENCH DE1AILS PER CNB STD-106-L INSTALL 8" 22.5' DI BEND (MJ X MJ) INSTALL 8" CLASS 200 RESILIENT WEDGE GATE VALVE (FE X MJ WITH RETAINER GLANDS) wrTH VALVE BOX A!IID RISER PER CNB STD 508-L, STD 510-L-C, AND STD 511-L CONSTRUCT WET BARREL FIRE HYDRANT PER CNB STD. PLAN 500-L. 21" FROM CF OR 18" FROM BACK OF WALK (WHERE SIDEWALK IS PROPOSED) INSTALL 12" 11.25' DI BEND (MJ X MJ) INST~LL 6" LONG TRANSffiON COUPLING (PVC X DIP) 316 STAINLESS STEEL BOLTS/ NUTS INSTALL 2" WATER SERVICE PER CNS STD. 503-L CONSTRUCT 6" ABOVE-GROUND MEIER -NEPTUNE TRU-FLOW PER CNB STD. PLAN 520-L -8 INSTALL 16" X 12" C-1!0 TEE W/2 VALVES (ONE 16" BUTTERFLY VALVE ON SOUTH SIDE OF TEE, AND ONE 12" GATE V.~LVE ON THE NEW 12" WATER MAIN) (FEXFEXMJ) INSTl/cL 8"Xl2"X12" DI TEE WITH RIT~INER GLANDS (MJ X MJ X FE) C-110 INSTA,_L THRUST BLOCK PER CITY STD. 510-L-A INSTALL 12" 90' DI BENO (MJ X MJ) INSTALL 12" CLASS 200 RESILIENT WEDGE GATE VALVE (FE X MJ WITH RE1AINER GLANDS) WITH VAf.VE BOX AND RISER PER CNB STD 508-l, STD 510··L, AND STD 511-L UNDERGROUND FIRE WATER LINE PER SEPARATE PERMli INSTALL 8" AWWA C-900 PVC, CLASS 305 WITH TRACING WIRE. TRENCH DETAILS PER CNB STD-106-L INSTALL 8" 90' DI BENC (MJ X MJ) INSTALL 6" AWWA C-900 PVC CLASS 305 WITH TRACING WIRE. TRENCH DETAILS PER CNS STD-106-L INSTAf.L 6" 22.5" DI BEND (FE X "FE) INSTAf.L 6" 90' DI SEND (MJ X MJ) INSTAf.L 6" X 12" X 12" C-110 TEE (FE X FE X FE) INSTALL 6" CLASS 200 RESILIENT WEDGE GATE VAf.VE (FE X MJ WITH RErAINER GLANDS) WITH VALVE BOX AND RISER PER CNB STD 508-L, STD 510-L-C, AND STD 5-11-L INSTALL • 2" 22.5' DI BEND (MJ X MJ) INSTALL 1" WATER SERVICE PER C,~8 STD. 502-L CONSTRUCT 36" X 36" X 6" THICK CONCRETE PAO REINFORCED WITH W.W.F. 1.6 X 1.6 INSTALL 8" 45' DI BEND (MJ X MJ) INSTALL 6"X12''x12" 81 TEE WITH RETI\INER GLANDS (MJ X MJ X FE) C-110 INSTALL 3.04-DEGREC WIDE RANGE ULTRA-COUPLING PER ROMAC INDUSTRIES, INC .. S1YLE XR501 ®) INSTALL 6" 11.25' DI SEND (FE X FE) PRIVATE WATER CONSTRUCTION NOTES: PLUMBING POIMT OF CONNECfiON INSTALL 8" AWWA C-900 PVC, CLASS 305 W/ !RACING WIRE SHUT OFF AND CAP 2" WATFR SERVICE AT CORPORATION STOP. CONTRACTOR TO CONTACT INSPECTOR MATT BULLMAN @ (949) 718-3410 PRIOR TO ABANDONMENT CONSTRUCT 6" WILKINS 375A REDUCED PRESSURE ZDNE BACKFLOW PREVENTER PER CITY STD. PLAN 520-L-B @ INSTALL 1" REDUCE PORESSURE PRINCIPLE BACKFLOW DEVISE (FEBCO 825Y) PER CNB SID 520-L-A @ INSTAf.L THRUSI BLOCK PER CITY STD. 510-L-A @ INSTALL 6" 90-DEGREE BEND (MJ X MJ) f") -~ F" ...------------------·---·-... ·---.... --... -·-... -· ... ····--------.......-.....,.-....... .._....,.. _______________ ....,. ........... ----~F""""""'---------------..:...-----tW RCVIEWED: DETAILS U> FUSCOE 1:NGINill!liG 16795 Vo'n Karman, Suite 100, Irvine, Calif01'riio·92-606 !el 949.-174.1960 o lax 949.474.5315 o www.luscceccom Name Date ----,____ -----------------· NO. C6J45l l:11p,. 09/Ml/i6 ~:--,:-----~ .. DATE ORiANA SLASOR RCE# C63451 ___ .., DESIGNED: DRAWN: •••• SW FAR NS f--N-0-. +--D-A-lE--+-RE_VI_S_IQ-N-1-,------------------------1 CHECKED: DATE: OS 04 20 12015 z WATER MAIN RELOCATION i= IMPROVEMENTS IN CIVIC PLAZA W ·~-------1.,,,J CITY OF NEWPORT BEACH 5 PUBLIC WORKS DEPARTMENT SHEET 4 OF 4 m