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HomeMy WebLinkAboutS_5272_S, • CITY OF COSTA MESA c=:> PROJECT LOCATION c.,,,_ '•if.c, uJ' O,p CITY OF IRVINE PUBLIC WORKS DEPARTMENT ECHO 56 PUBLIC WATERLINE •••••••••••••• • • • • • • • • . .. ....... . • • a • • • • • • • • • ■ a • • • D ••• • • •••••• • • • • • • • • • • ....... • • • • • ••• • • ••• • • • • •• . ...... . . .. . . . .... , .. . . .. . .. . GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SfECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROv1SIONS, BE CONSTRUCTED IN ACCORDANCE 111TH 111E 'STANDARD SPECIFICATIONS FOR PUBUC WORKS CONSTRUCTION," 1997 EDITION AND SUPPUEMENTS TO DA TE. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR v1ERIFYING THE ACTLAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION OF NEW FACIUTIES. 3. STATIONING REFERS TO PIPE STATIONS UNUESS OTHERWISE INDICATED. 4. THE WALLS AND FACE OF ALL EXCAVATIONS GREATER 111AN FIVE (5) FEET IN DEPTH SHALL BE EFFECTiv1ELY GUARDED BY A SHORING SYSTEM, SLOPING OF 111E GROUND OR 0111ER EQUIVALENT MEANS. TRENCHES OR EXCAVATIONS LESS THAN Flv1E (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES THAT HAZARDOUS GROUND M0v1EMENT MAY BE EXPECTED. 5. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE 4 ABOVE FROM CAL-OSHA. 6. ALL WATER PIPE SHALL BE BEDDED PER CITY OF NEWPORT BEACH STD-106-L, AND ALL SAND USED FOR BEDDING SHALL BE MINIMUM 30 S.E. 7. ALL WATER MAIN FITTINGS SHALL BE MECHANICAL JOINT DUCllLE IRON (CL 52 MIN.) UNLESS 0111ERWISE SPECIFIED. ALL WATER MAIN FITTINGS SHALL HAVE AN 8 mm LOOSE POLYETHYLENE ENCASEMENT PER SECTION 207-9.2.6 OF THE STANDARD SPECIFlCATION. POLYE111YLENE SHALL BE TIGHTLY WRAPPED AND TAPED TO PIPE WITH 10 mm '.1NYL TAPE. 8. THRUST BLOCKS SHALL BE INSTALLED ON ALL WATER MAIN FITTINGS IN ACCORDANCE WITH THE CITY OF NEWPORT BEACH STD-510-L 9. WATER MAINS SHALL HAv1E A MINIMUM OF 36" OF COVER FROM FINISHED SURFACE. 10. 111E CONTRACTOR SHALL NOTIFY 111E FIRE DEPARTMENT 48 HOURS IN ADVANCE OF A SHUTTING OFF OF ANY FIRE HYDRANTS AT (714) 644-3106. 11. 111E CONTRACTOR SHALL NOTIFY 111E FIRE DEPARTMENT 48 HOURS IN ADVANCE OF ALL LANE CLOSURES. 12. ALL FLANGE JOINNTS SHALL BE JOINED UTILIZING TYPE 316 STAINLESS STEEL NUTS, WASHERS AND HEX-HEAD BOLTS. GASKETS SHALL BE FULL FACED, CLOTH REINFORCED BUNA-N RUBBER. 13. FLEX AND TRANSlllON COUPLINGS USED TO JOIN PIPE IN WATER MAIN CONSTRUCTION SHALL HAVE ALL THREADED PARTS AND JOINING HARDWARE FABRICATED FROM TYPE 316 STAINLESS STEEL. 14. PIPE HARNESS ASSEMBLIES, VALv1E AND FITTING RESTRAINTS AND SHACKLE-CLAMP ASSEMBLIES SHALL BE JOINED UTILIZING TYPE 316 STAINLESS STEEL ALL-THREADED ROD, NUTS, BOLTS AND WASHERS. CLAMPS, SHACKLES AND OTHER HARDWARE MAY BE CARBON STEELS OR DUCTILE IRON WHERE APPROPRIATE, BUT MUST BE COATED LIBERALLY WITH CORROSION PROTECTIVE MASTIC COMPOUND. 15. BOLTED CONNECTORS FABRICATED FROM TYPE 316 STAINUESS STEEL SHALL HAv1E ALL THREADED PARTS COATED LIBERALLY WITH AN APPROv1EO ANTI-SIEZE COMPOUND. 16. ALL BOLTED AND 111READED FASTENERS SHALL BE MANUFACTLRED IN THE UNITED STATES OF AMERICA AND SHALL \ CONFORM TO THE MINIMUM REQUIREMENTS FOR STRENGTH, MATERIAL CONSTRUCTION A"'N"iDriDir-.lM'iiE'i:NSrlO;;iN'5isAi'.S "E;:,ST;:,.A.,BL=,IS'i,Hi;,Eci-D -+----------------J~------------------+----------------==::;,;:;o;:;1=;;10:;:,s~c"ii· rr==---------------+----------------------------------------------------------------------------r----i; rrRrA'SllrAl'JITAl'lSI-SPECIFfC;o.llONS:-li[[T/iSTE~ERS:;R7iCLBEAC-cll~PAffiED-S~ ITTE ERTIFICA 0~ RO~ VICIN ITY MAP PUBLIC SEWER LINE " , , S-5272-S SYMBOL ABBREVIATIONS THE MANUF ACTLRER. 17. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE PUBUC WORKS DEPARTMENT 48 HOURS IN ADVANCE OF PERFORMING ANY WORK AT 644-3311 FOR PUBLIC WORKS, ANO 644-3011 FOR UTILITIES. THE PUBLIC WORKS DEPARTMENT INSPECTOR SHALL ALSO BE NOTIFIED AFTER PLACEMENT OF FORMS AND PRIOR TO PLACEMENT OF ANY CONCRETE FOR CURB AND GUffiR SO THAT THE FORMS CAN BE CHECKED FOR LINE ANO GRADE AND COMPATIBILITY 111111 EXISTING CONSTRUCTION. 18. WATER UNE DISTANCES SHOWN ON THE PLAN AND IN THE ESTIMATED QUANTITIES ARE HORIZONTAL DISTANCES. 19. ALL MECHANICAL JOINTS SHALL BE INSTALLED WITH RETAINER GLANDS. (IN ADDITION TO GREENBOOK SECTION 1-3.2) 20. CONTRACTOR SHALL v1ERIFY DEPTH AND LOCATION OF ALL WATER CONNECTION POINTS PRIOR TO COMMENCEMENT OF CONSTRUCTION. -0- @ ® @ "°" .. "' "" ,:,-------0 © (- .. ~ ® 0 "" [l'l] ~ <t:l [D ~u1u///d ----~---- --il-- ----S---- -----W----- ---G--- --E----T-- ~CATV- -SP-- -x-x-x- POWER POLE SEWER CLEANOUT SEWER MANHOLE STORM DRA!N MANHOLE FIRE HYDRANT WATER ~1;ETER STREET LIGHT PULL BOX iRAFFIC SIGNA.L PULL BOX STREET LIGHT WATER VALVE GUY WIRE SURVEY MONUMENT SIGN VAULT VENT TREE IRRIGATION CONTROL VALVE CABLE TV PULL BOX CORING LOCATION ELECTRICAL M.\NHOLE ELECTRICAL PULL BOX BUILDING EXISTING CONSTRUCTION PROPERTY LINE NEW CONSiRUCTION CENTERLiNE SEWER LINE WATER LINE GAS LINE ELECTRICA.L LINE TELEPHONE LINE CABLEVISION LINE SPRINKLER SYSTEM FENCE BLOCKWALL CALL TOLL FREE 1-8 00-227 -260 0 BEFORE YOU DIG .AB ARV ACP AC BC BCR BVC BLK CATV Cl Ii_ CNB CL CLR C&G E EC ECR EVC EXIST FLG FE FL FM G GV GB GE IP&T LT MAX MJ MIN NG N NTS NO OG PE PROP PB RCP RET RT SCH s sco SMH SHT SW s SCE SO STL T w W/ AGGREGATE BASE AIR RELIEF VALVE ASBESTOS CEMENT PIPE ASPHALT CONCRETE APPROVED: DATE: ______ _ 21. THE CONTRACTOR SHALL INSTALL ON NEW PVC WATER MAIN A 10 GAUGE IN SULA TED TRACING WIRE PER THE INSTRUCTIONS FOR UTILITIES REPRESENTATiv1E, LOREN L0v1E (949) 718-3410. BEGIN CURVE DAVID A. WEBB, P.E., PUBLIC WORKS DIRECTOR/CITY ENGINEER (RCE NO. 47961) 22. ALL SEIIER PIPE SHALL BE BEDDED PER CITY OF NEWPORT BEACH STD-106-L. BEGIN CURVE RETURN BEGIN VERTICAL CURVE BLOCK CABLE TV CAST IRON CENTERLINE CITY OF NEWPORT BEACH CLASS CLEAR CURB AND GUTTER EAST/ELECTRIC END CURv1E END CURVE RETURN END VERTICAL CURv1E EXISTING FLANGE FLANGED END FLOW LINE FORCE MAIN GAS GATE VALVE GRADE BREAK GROOVED END IRON PIPE AND TAG LEFT MAXIMUM MECHANICAL JOINT MINIMUI, NATURAL GROUND NORTH NOT TO SCALE NUMBER ORIGINAL GROUND PLAIN END PROPOSED PULL BOX REINFORCED CONCRETE PIP" RETAINING RIGHT SCHEDULE SEWER SEWER CLEANOUT SEWER M1\NHOLE SHEET SIDEWALK SOUTH SOUTHERN CALIFORNIA EDISON SQUl,RE STEEL TELEPHONE WEST/WATER WITH BASIS OF BEARINGS: ADDITIONAL NOTES: AN APPROVED ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK ACTIVITIES WITHIN THE PUBLIC RIGHT-OF-WAY. AN ENCROACHMENT PERMIT IS REQUIRED FOR ALL NON-STANDARD PRIVATE IMPROVEMENTS WITHIN THE RIGHT-OF-WAY. 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, AND ALLEY /STREET PAVEMENT WILL BE REQUIRED AND 100% PAID BY THE OWNER. SAID DETERMINATION AND THE EXTENT OF THE REPAIR WORK SHALL BE MADE AT THE DISCRETION OF THE PUBLIC WORKS INSPECTOR. ALL WORK RELATED TO WATER IN THE PUBLIC RIGHT-OF-WAY SHALL BE PERFORMED BY A C-34 LICENSED PIPELINE CONTRACTOR OR AN A LICENSED GENERAL ENG/NEERING CONTRACTOR. ALL WORK RELATED TO WASTEWATER IN THE PUBLIC RIGHT-OF-WAY SHALL BE PERFORMED BY A C-42 LICENSED SANITATION SEWER CONTRACTOR OR AN A LICENSED GENERAL ENGINEERING CONTRACTOR. EMERGENCY TELEPHONE NUMBERS SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNI;. EDISON COMPANY AT&T TELEPHONE COMPANY CITY OF NEWPORT BEACH UTILITIES DIVISION ORANGE COUNTY SANITATlmJ DISTRICT TIME \VARNER CABLE COX COMMUNIC.ATIONS ENGINEER OF RECORD DAY NIGHT (800) 624-B153 (500) 611-1 911 (BOO) 332-1 321 (949 ) 644-3011 (949) 644-3717 (714) 962-2411 (714) 542-6222 THE BEARING NORTH 56" 24' 30" WEST BEJNG THE CENTERLINE OF SEASHORE DRIVE, 40 FEET WIDE, AS SHOWN ON TRACT NO. 3813 FILED IN BOOK 162 PAGEs 11 THROUGH 19, INCLUSIVE OF MISCELLANEOUS MAPS, IN THE ORANGE COUNTY RECORDER'.S OFFICE. )II{ BENCHMARK: llNGINEERING GROUP 17520 NEWHOPE STREET, STE. 140 FOUNTAIN VALLEY, CA, 92708 (657) 622 -2100 FO 3 -3/4" OCS ALUMINUM BENCHMARK DISK STAMPED 'NB2-7-77', SET IN THE SW COR OF A 7 FT. BY 4.5 FT. CONC CATCH BASIN. MONUMENT IS LOCATED IN THE SE COR OF THE INTERSECTION 0~ SUPERIOR AVE AND PACIFIC COAST HIGHWAY, 400 FT ['LY OF CL OF SUPERIOR ti-VE. AND 48 FT. S'LY OF THE CENTER MEDIAN ALONG PCI-I. MON IS SET LEVEL WITH SIDEWALK. ELEI/. = 8.555' BM# NB2-7-77 ADJ 200·~5------------=-=-----=------l_ __________________ __:-~=§;:;,..._ 23. ALL SEIIER LINES TO BE OWNED, OPERATED, AND MAINTAINED BY THE CITY OF NEWPORT BEACH SHALL BE v1DEO INSPECTED AFTER CONSTRUCTION BY 111E CITY. ANY SEWER LINE FOUND TO BE INSTALLED INCORRECTLY, DEFECTiv1E, DAMAGED, OR OTHERWISE COMPROMISED SHALL BE REPAIRED/REPLACED AND REINSPECTED PRIOR TO ACCEPTANCE. TITLE SHEET 2 PUB LIC WATER PLAN 3 PUB LIC SEWER PLAN REv1EWED: MATTI,EW KIRK, RCE 51619 CONSULTING ENGINEER'S NA,IE CONSTRUCTION NOTES SHEET INDEX TITLE SHEET ECHO 56 DEVELOPMENT 5515 RIVER AVENUE t==1===t===1===============================---1cDHEESCKIGNTIED,: _J~OIDDAJRA~WN_: _JIO PRIVATE DEVELOPMENT WORK IN THE 1--~S'--5~2_7=2-~S_ NO. DATE REVISION CHECKED: MK DATE:05 08/14 CITY OF NEWPORT BEACH SHEET 1 OF 3 I, I • -----=-===::=::=::=::=::=~='v-----V~ ' ' ' L ' I ' ' ' ' ES/IA1/, TtD (Y../AN/i' i!l-S' 2 [;1 .I t-A ;4 F) i' EA J EA 2 EA 4 t/1 1 ,L ,J:., i FA 0 (V) PUBUC t',i''> Io . -~ / r ,:, I c"M I ·-/ ' \ (53 , '·, ,/ ---[" I l'I ,'.NS/ALL 8" CA it '!k '-· / I i i I '.-,.,, '\c,i._.J t{) I I ,;:.,,, -. ·~-- ,":.,-'<'.>,,,.. ! I i ------- T[ "R WA TER LINE AND NO,,: ROP"'iW PUBLIC SEW,,. UT!U/Y EASEMENT 10 , -BE P~O WDED FOR p u. - IT'S APPURTfNANCES. rTANDARD PLAN sm 106 L PIPE BEDDING PER CITY j CITY STANDARD PLAN sm 533 l. CCl!f'R MAIN SEPARA T!ON PER WA/ER AND jL I I I ! . 0 M I I I , I I APPROVED i\ /: K -0 0'JSSll•JGS v , R-IUI-'-r-~;:-::-1 ,,, ', -02\ RE\ifSED 'NATER PIPE ,_,",. E\ Glf·JEERl i'IG G ,l 1 ,1,115 p; . •2 · - 17~;0 NEWHOPE ST~EJ\ifri~ 1-; 0 ':"~•f ;av I DESCRIPTIOCJ DATE PRINCIPAL CIVIL ENGINEER 'R.C.E. NO. 46214 FOUNTAIN VALLEY, , DATE BY _____ RE'/lsi~;-- (657 ) 622-2100 REVISIONS DRAWN APP'D. DESIGNED JO JO -_j_ __ ]CicH~EXC~K8ED) ,w l co,AAT,6oEss MAY 2014 1 MK 20 ! I 1 0 0 20 I I I \ ______________ _ GRAPHIC SCALE ECHO 56 PROJECT PUBLIC WATER PLA~~ PtA1'J: NEWPORT BEACH ~IJ:L~FWORKS DEPARTMENT S-5272-S 3 SHEET 2 OF •••• • • •••• •••• • • • •• • • • • ••••• • • • • •• • • • • • • •• • ••••• • ••••• •••••• • • • • • •••••• • • •••• I \ ' Ii I I , S" • J /, ,( i i • ' • • . • • c. • • ► ------------------------------------•.......••. . 0 0 cry ---co ---------------~----------- EXIST. FIRE HYDRANT . 0 (") ,.-·•-· ,, " ' ,, ·-,, '· '· FF-9.00 • FF-9.00 -----~-------...... -._,,._ ESTiMATED QUANll/iES 2 EA 488 LF 1 EA 24 EA I EA J EA 1 EA 2 EA 4 EA 3950 SF 1 EA 1 EA I EA PUBLIC WA IE"R CONSTRUC/iON NOIE"S: CONSTRUCT WATER MAIN TAP PER CITY OF NEl!PORT BEACH STANDARD PLAN STD-507-L INSTALL 8" PVC AWWA C900-CL200 PUBLIC WATERLINE (PUBLIC LINE, EASEMENT TO BE PROvlDED}. ALL NEW DOMESTIC PIPING SHALL BE PRESSURE TESIE"D, CHLOR/NA IE"D AND SAMPLED FOR BACTERIOLOGIC TES/iNG PRIOR TO TIE-IN CONTACT MUNICIPAL OPERA/iONS DEPARTMENT (UTil/TiES DEPARTidENT) TO COORDINATE 949-644-.JOJ i. INSTALL FIRE HYDRANT PER CITY OF NEl!PORT BEACH STANDARD DRAWING 500-l. INSTALL J" WAl[R SERWC[ AND 1" METER PER CITY OF NEIIPORT BEACH STANDARD PLAN STD 502-l. {1 PER BUILDING TYPICAL}. INSTALL "8X6" REDUCER AND THRUST BLOCK PER ClTY OF NEWPORT STANDARD PLAN STD 510-L-B. /I/STALL 45' D.!. ELBOW AND THRUST BLOCK PER CITY OF NEWPORT BEACH STANDARD PLAN STD 510-L-A. ALL DUC/iLE IRON FIWNGS SHALL BE C-110 WITH 316 STAINLESS SltEL BOLTS/NUTS/WASHERS. ® INSTALL 22/2' D./. EIBOW AND THRUST BLOCK PER CITY OF NEWPORT BEACH STANDARD PLAN STD 510-L-A. ALL DUC/iLE IRON FITnNGS SHALL BE C-110 WITH 316 STAINLESS SIE"EL BOLTS/NUTS/WAS.~ERS. @ INSTALL 11¼' D.!. ELBOW AND THRUST BLOCK PER CITY OF NEl!PORT BEACH STANDARD PLAN STD 510-L-A. ALL DUC/iLE IRON FIT/ii/GS SHALL BE C-110 WITH 316 STAINLESS SltEL BOLTS/NUTS/WASHERS @ @ ® ® ® ® INSTALL CONCRETE FILLED STEEL PIPE BOLLARD PER CITY OF 1/El!PORT BEACH STANDARD PLAN STD-918-l. TRENCH RES'JRFAC/NG PER CITY OF NEl!PORT BEACH STANDARD PLAN STD-l05-L-B AND ST0-105-L-F (MORA TOR/UM). INSTALL 8" GA I[ VALVE. VAL ff" Al/CHOR p[.q CITY OF NEl!PORT BEACH STANDARD PLAN STD-5/D-L -C /I/STALL 1" WA ltR SERvlCE AND !" MEIE"R PER CITY OF NEWPORT BEACH STANDARD PLAN STD-502-L FOR /RR/GA noN COi/i/EC llON. INSTALL 1" REDUCED PRESSURE PRINCIPLE BACKFLOW DEVICE PER STD-520-L-A B[Hl/10 M[IE"R BOX FOR !RRGA llON. BACKFLOW ASSEMBLIES SHALL BE USC APPROVED. •••••••••••••• • 0 • • • • • • • • 0 • D •· 0 • • • • • • • • • • • • • a • • • • • ••• a • • ••• •• • • • • • . .. " .. .. . .... • • • • • ••• • • • • . . .... • • • •••• ••• • •• • • • •• • ••• -----------•..... --. --. ---------------------------------------------------------·-· --··--. i i :c I I 1--i i ,-: I (0 lO I cn I I ! I i I l ! I I I ' ' I I i I I I i I ! ' ! I I i RIVER AVENU 41 O' ClR Ml~. STEP D ARCH'S FF-9.00 FF-9.00 24.0' i I I ""'l-..iFF-925 4 = = ----= 49 4 EA. 43 STA. +69.81 FH. FF-9.25 BLOCK 55 NOIE": UTILITY EASEMENT TO BE PROVIDED FOR PROPOSED PUBLIC SEWER, WA ltR LINE AND IT'S APPURIE"NANCES. PIPE BEDDING PER CITY STANDARD PLAN STD-106-L WA ltR AND SEH£R MAIN SEPARA T!ON PER CITY STANDARD PLAN STD-533-l. BOP IY77?. J.24 TOP SM/. .06 BOP W/11 3.36 TOP SM/. I I I I • 0 FF-9.25 I FF-925 FF-925 FF-9.50 ...l------f 4 ' / _, __ - BLOCK 54 APPROVED 20 10 0 -- i l I I GRAPHIC SCALE I i I i 20 ECHO 56 PROJECT )II{ PRINCIPAL CIVIL ENGINEER PUBLIC WATER PLAN ENGINEERING GROUP f--+--+---------------t--R.C.E. NO. 415214 PLAN 17520 NEWHOPE STREET, #140 DATE 1 EA ® FOUNTAIN VALLEY, CA, 92708 DATE APP'□. DESIGNED DRAWN CITY OF O T BEACH s 5272 s (657)622-2100 BY DESCRIPTION JO JO NEWP R · · 8 FIELD 1-f"R!FY AND CONFIRM EXISTiNG /'' WATER SERWCE. INSTALL /" METER PER CITY OF NEWPORT BEACH RE\1SIONS CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 2 OF 3 ~ L _________ .:'_S'__'.TA:'.'N'.':'DA'.'.''''.".D'.:P:::'.i:'.'A:_N__:S'.':TD".:-::5":'.02:_:-::L:...-_________________________________________________________________________________ 1_ ________ ...L--------------------'---""""'M""K'-'---'0"8'-M:.:.A:.:.Y...:2c:0.:.14CJ.... _____________ L.._ _____ _, / ~ SE l'LSOTHE et.ouoeo REVISIONS ON1HEREV1SEDSHEET(SI DJK~ ' ., • " 0 " ,:; -0 CV) FF-9.00 FF-9.00 -~~--, ---------------"~·-~ .. :>_\ _... • ..__,,...__,,,..__......__,,...__,,,..__......__,,...__,,,..__... • ..__,, NOTE: UTILITY EASEMENT TO BE PROv/DtD FOR PROPOSED PUBLIC SEVIER, ,rs APPURTENANCES. PIPE BEDDING PER CITY STANDARD PLAN STD-106-L. WA ID/ LINE AND WATER AND SEVIER MAIN SEPARA T/ON PER CITY STANDARD PLAN STO-SJJ-l. ~ ·-0.14 /NV/ RELD VERIFY EX 51/H R l VER AVENtJE EX. 8" VCP SEWER -------- I ' I I I i I I "'f" r: I I I I I I I I FF-9.00 ING ESS '£GRES-. D PU C UTILITY AS M[N ' ' I I I ! I I I ESTIMATED QUANTITIES 3 [A 240 LF 4 EA J /NV FF-9.00 SEl!!:R CONSTl?UC TION NO TES: CONSTRUCT 48" DIAMET£~ STANDARD MANHOLE PER CITY OF NEWPORT STANDARD PLAN STD-401-L. INSTALL 4" VCP SEWER LATERAL um1 CLEANOUT PER CITY OF NEWPORT BEACH STANDARD PLAN STD-406-L. SLOPE-2% MIN. INSTALL SEVIER CLEAN-OUT PER CITY OF NEWPORT BEACH STANDARD PLAN STD-406-L. ~ ALL WORK SHALL COMPLY lf?TH 20/J CALIFORNIA PLUMB/NC CODE. 400 SF ® 7/?ENCH RESURFACING PER CITY OF NEWPORT BEACH STANDARD STD-705-l-B 4.47 B 'P wm. .J.24 TOP Sill/. -S~0.005 4.41 BOP WTR.~-1 J.36 TOP SU . • FF-925 ':35' 447 BOP WTR. / J. 50 TOP SU?? . 32 .50 !NV .05 RlM tos 1Nv 4 .. 41 BOP WTR. J 53 TOP SfWI. 0 FF-925 1:z: I t; ! !,{") I / i ' I i ! I I ! ! I Ii,...: /Cl) I I I I I ! I I I I I I I ci II u,:,,. ;,; BLOCK 54 .APPROVED 'f AND STD-105-L-F (MORATORIU!A}. L \G ll'-JF FR ING G'lOIJF' f------+--1---- .~ SEWERS WITH LESS THAN 2 PERCENT SLOPE SHALL HA'lc THE SLOPES vcR/F/[D BY 1752DNEWHOPESTREET,#140 6/8/1 5 Pl /1', FlEVISC:D WATi:R PIFf CROSSINGS DATE PRINCIPAL CIVIL ENGINEER R.C.E. NO. 462 14 20 10 I i ! i I ' I I I I I I I I 'Y,-' _....;;_..., ! ' i--- 0 20 I I I I i I I I I I ' I I I I I I \_ ---- -Sii.ii.i i GRAPH I c-----=s-:cc-:-A,-LE=-~ ECHO 56 PROJECT PUBLIC SEWER PLAN PLAN f:i SURVEYOR, AND CERTIFICAlE OF SLOPE SHALL BE PROVIDED TO INSPECTOR AT TIME 566 LF @ INSTALL 8" VCP SEVIER LINE. FOUNTAIN VALLEY, CA, 9270sf-----f--- x OF INSPECTION. (657)622-2100 DATE i BY DESCRIPTION APP'D. DESIGNED JO DRAWN JO CITY OF NEWPORT BEACH S-5272-S :, I EA @ CORE DRILL AND CONNECT TO EXISTING MANHOLE PER CITY OF NEWPORT BEACH RE'.1SIONS CHECKED DATE PUBLIC WORKS DEPARTMENT 3 3 S ~-----------------------------------------------------------------"S'!JTDc.-:_-4c,O,cl-=-'L~. _______________________________________ _j_ _________ _j_ _____________________ _l_ ___ _!M~K,J__D::!8'...."'MA~Y~20!_11_4:4l_:__:_:..::_:::_:__:__:_:::__:_.:.:_:::_:::_:__:_:__:__:_:::__:_:__J_s_H_EET_"___o_F_..'.'.__ ~ •••• • • .... , ... .. • • • .. . • II■ II■ • • ••••• • • ••••••• • • • • • • • .. . • • • • • •• • ••••• • •••••• •••••• • • • • • •••••• • • •••• :n • • • • • . ' " ' • " -• ,, ' ' • ' .. ~ ,------§~---- .,--,-• ' ,· ., NOTE: ·,, '--.. ·~ .. FF-11.00 ·,. UllUTY EASEMENT TO BE PROWDED FOR PROPOSED PUBLIC SEl1ER, WATER LINE AND ,rs APPURTENANCES. PIPE BEODING PER CITY STANDARD PlAN STD-706-l. WATER AND SEWER MAIN SEPARA llON PER CITY STANDARD PLAN STD-533-L. ALL WORK SHALL COMPLY 'II/TH 2073 CALIFORNIA PLUMBING COD£. I :r:: 1-(0 lO ' I ' I ' i I ! • 1 1-i U) I I [ST/MATED I QUANT/ll[S 3 EA 240 LF 4 EA 400 SF 4. OP W711. 3.24 TOP SIii/. ., <:, I .,,n 'b 11 ~-i -, II SEWER CONSTRUCTION NOTES.· @ ® CONSTRUCT 48" DIAMETER STANDARD MANHOLE PER CITY OF NEltPORT STANDARD PLAN STD-401-l. @ INSTALL 4" VCP SEl1ER lATERAL '111TH CLEANOUT PER CITY or NEWPORT BEACH STANDARD PLAN STD-405-l. SLOP[=2% MIN. • ., FF-11.25 S=0.005 • • " 2.31 35 OP W711. .05 !NV 3.50 TOP SIii/. 4. 6 BOP W711. JO 53 TOP SIii/. D • • • • FF-11.25 FF-11.25 IN •••••••••••••• • • • • • ■ • • 0 • • •••••• • • • • • • • • • • • • • • • • 0 • o■o • ■ • ••• •• • • ••• • • ••• . ~. . . . . .. • • • • • • • 0 •••• • • ••• • • • • 0 ■ ■ ■ ■ ■ ■ 6 0 • 0 . . . . -·~ . 20 10 0 ' I I I I I I ! I I ' 1-/ -.:;t ' lO/ I I I ' I ! ' ! 20 GRAPHIC SCALE I I I I I I "--- m ~PR= 0 ff;~~t6~~WER CLEAN-OUT P£R CITY or NEltPORT BEACH STANDARD PLAN ECHO 56 PROJECT fJ" TRENCH R£SIJRFACING PER CITY OF NEltPORT BEACH STANDARD STD-105-L-B )II{ PRINCIPAL CIVlL ENGINEER PUBLIC SEWER PLAN Q AND STD-705-L-F (MORATORIUM}. ENGINEERING GROUP R.C.E. NO. 46214 PLAN SEWERS 'II/TH LESS THAN 2 PERCENT SLOPE SHALL HA VE THE SLOPES VERIAEO BY 17520 NEWHOPE STREET, #140 ~-+--+------------+--+D:_::ATE-=-====;:====+------------~-----_j SURVEYOR, AND C£RllACA TE OF SLOPE SHALL BE PROWDED TO INSPECTOR AT llME 566 LF @ INSTALL 8" VCP SEWER UN£ FOUNTAIN VALLEY, CA, 92708 DATE APP'D. DESIGNED DRAWN S 5 S 8 OF INSPECll0/1. (657)622-2100 BY DESCRIPTION JO JO CITY OF NEWPORT BEACH -272- ,ri 7 EA @ CORE DRILL AND CONNECT TO EX/SllNG MANHOLE PER CITY OF NEltPORT BEACH • ..... • ' REV CHECKED DATE PUBLIC WORKS DEPARTMENT ~ L_ ___________________________________________________ _;,SJJ,TDt:-:tJ4D!!.:1-::iL-. ________________________________ _J ________ L_ _________ ,s_,o_Ns _______ _J ___ _!~~K'..l___!!0!'_6!,'MA~Y_;2~0~14L.:..::..=..::..:.......:....:.:..::.:..:...=.:..::.....:....:.:.=:..:..:._1_5 _HE_ET~3:__0r_3~_J " SEEALSOlllE ClOUDED REVISIONS ON 1HE REVISEDSHEET(SI I l