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HomeMy WebLinkAboutW_5285_S~ 2 cr ~ ~· ·~ ,1 u w z " 5 • i) Q; m ,I\ '::, 8 " -• w m z , -~ 1 ~ 0 z ' ~ /ii l,. rr ffi 0 8' 0 ' " 0 0 ' w ,. u C \') 0 J 0 I z s 0. " "I-2 rr J 0 ~ 'I; u 7 ., ~ u -~ w ' ~ ~ ,, ' < -"' ' 0-~ 0 " '" m ~-j z , 0 0 z ,: Ii c i' m ac " " C " ' 0. 0 -~ ac " j C 0 w ,· " " \ L : I' ., c > ~ z 'l 0. ~ z rr 0 ~ J "' u ~ C • e: "' ' 0 " w m 5 ' --------------------------------------------------------------------------------------------------------------------------------fl·:--- SYMBOLS 6 :)II; ® I\ 00 -0- -c:::::J- ® ~ _j m f-fr'. 0 ~ w z THRUST BLOCK FIRE HYDRANT GATE VALVE FIRE DEPARTMENT CONNECTION DETECTOR CHECK WATER METER BACKFLOW DEVICE BUILDING FIRE RISER PACIFIC fr'. 0 fr'. b!; 0 0 COAST HIGHWAY ---/_. ~---SITE/·· LIDO CHANNEL VICINITY MAP SCALE: 1" = 1 OD' ' @l/7fW @!fl IR/l@WffeJ@&J7f &Jjgl4J@IJ=f/ @tfiJ!blllfl@&JIR/ll/14J ~(UJ~[b~(g \YAYJ(g)~~~ 19)(§~~~11~[§~[] 71/}=f//g APPROVED: <i2-WJJ_ PUBLIC WORKS DIRECTOR R.C.E. 16791 APPROVED: UTILITIES MANAGER R.C.E. 25553 GENERAL NOTES 1. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THE REQUIREMENTS OF THE NEWPORT BEACH CONSTRUCTION STANDARDS, STANDARD SPECIAL PROVISIONS, DESIGN CRITERIA, STANDARD DRAWINGS AND THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 1994 EDITION AND SUPPLEMENTS. 2. STATIONING REFERS TO CENTERLINE OF WATERLINE. 3. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION OF THE NEW FACILITIES. 4. CURB DATA REFERS TO FACE OF CURB. 5. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND WALKS. 6. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREET AND DRIVEWAYS. 7. PAVEMENT SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY AS REQUIRED BY SOIL TESTS TAKEN AFlER COMPLETION OF PIPELINE BACKFILL AND COMPACTION. 8. SEWER, WATER AND STORM DRA!N LINE DISTANCES SHOWN IN PROFILE AND IN ESTIMATED QUANTlllES ARE HORIZONTAL DISTANCES. 9. A PRECONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE CITY PRIOR TO THE START OF WORK. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE PUBLIC WORKS DEPARTMENT AND UTILITIES DEPARllMENT 48 HOURS IN ADVANCE OF PERFORMING ANY WORK AT (949) 644-3311. THE PLACEMENT OF FORMS AND PRIOR TO PLACEMENT OF ANY CONCRETE FOR CURB, GUTTER OR THRUST BLOCKS SO THAT THE FORMS CAN BE CHECKED FOR LINE AND GRADE, ACCEPTABILITY AND COMPARABILITY WITH EXISTING CONSTRUCTION. 10. THE WALLS AND FACE OF ALL EXCAVATIONS GREATER THAN (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM; SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES OR EXCAVATIONS LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATED THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECllED. 11. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NO. 10 ABOVE FORM CAL-OSHA. 12. ALL STORM DRAIN, SEWER AND WATER PIPES SHALL BE BEDDED IN ACCORD WITH CITY OF NEWPORT BEACH STD-106-L. 13. DUCTILE IRON PIPE AND FITTINGS SHALL BE CLASS 52 AND SHALL HAVE AN 8 MIL LOOSE POLYETHYLENE ENCASEMENT AS PER SECTION 207-9.6.2 OF THE STANDARD SPECIFICATION. 14. THRUST BLOCKS SHALL BE INSTALLED ON ALL WATER MAIN FITTINGS IN ACCORD WITH CITY OF NEWPORT BEACH STD-510-L 15. WATER MAINS SHALL HAVE A MINIMUM OF 30" OF COVER FROM SUB GRADE. DATE: 5-24-0{ DATE: 16. ALL CONCRETE SHALL BE 560-C-3250. 17. SLOPE ANCHORS SHALL BE PROVIDED ON ALL LINES IN ACCORD WITH CITY OF NEWPORT BEACH STD-314-L. 18. A.C.P. WITH A D-LOAD OF ONE AND ONE HALF GREATER THAN REQUIRED FOR R.C.P. MAY BE USED FOR STORM DRAINS. 19. THE CONTRACTOR SHALL NOTIFY THE FIRE DEPARllMENT 48 HOURS IN ADVANCE OF SHUTTING OFF ANY FIRE HYDRANTS AT (949) 644-3016, AND FOR PRIVATE FIRE LINE INSPECTIONS. 20. THE FIRE DEPARllMENT SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ALL LANE CLOSURES. 21. A FIRE PROTECTION SYSTEM THAT IS ACCEPTABLE TO THE FIRE DEPARTMENT SHALL BE INSTALLED BY THE DEVELOPER AND TESTED BY THE FIRE DEPARTMENT PRIOR TO STORAGE OF ANY COMBUSTIBLE MATERIALS OR START OF ANY STRUCTURAL FRAMING. AFTER HYDROSTATIC TESTING IS COMPLETE, THE CONTRACTOR SHALL FLUSH ALL TESTED PIPES THROUGH A MINIMUM 4" OUTLET UNTIL LINE IS SHOWN TO BE CLEAN AND APPROVED BY THE CITY. FIRE INSPECTOR TO WITNESS THE FLUSHING OF PRIVATE FIRE LINES. 22. ALL FLANGED PIPE JOINTS SHALL BE JOINED UTILIZING TYPE 316 STAINLESS STEEL NUTS, WASHERS AND HEX-HEAD BOLTS. GASKETS SHALL BE FULL-FACED, CLOTH REINFORCED 'BUNA-N RUBBER.' 23. FLEX AND TRANSITION COUPLINGS USED TO JOIN PIPE IN WATER MAIN CONSTRUCTION SHALL HAVE ALL THREADED PARTS AND JOINING HARDWARE FABRICATED FORM TYPE 316 STAINLESS STEEL. 24. PIPE HARNESS ASSEMBLIES, VALVE AND FITTING RESTRAINTS AND SHACKLE-CLAMP ASSEMBLIES SHALL BE JOINED UTILIZING TYPE 316 STAINLESS STEEL ALL-THREAD ROD, NUTS, BOLTS AND WASHERS. CLAMPS, SHACKLES AND OTHER HARDWARE MAY BE CARBON STEEL OR DUCTILE IRON WHERE APPROPRIATE, BUT MUST BE COATED LIBERALLY WITH CORROSION PROTECTIVE MASTIC COMPOUND. 25. BOLTED CONNECTORS FABRICATED FORM TYPE316 STAINLESS STEEL SHALL HAVE THREADED PARTS COATED LIBERALLY WITH AN APPROVED ANTI-SEIZE COMPOUND. 26. ALL BOLTED AND THREADED FASTENERS SHALL BE MANUFACTURED IN THE UNITED STATES OF AMERICA AND SHALL CONFORM TO THE MINIMUM REQUIREMENTS FOR STRENGTH, MATERIAL CONSTRUCTION AND DIMENSION AS ESTABLISHED BY THE ASTM AND THE ANSI SPECIFICATION. ALL FASTENERS SHALL BE ACCOMPANIED BY WRITTEN CERTIFICATION FROM THE MANUFACTURER STATING COMPLIANCE WITH THE APPROPRIATE SPECIFICATIONS. 27. CONTRACTOR SHALL VERIFY DEPTH AND LOCATION OF ALL UTILITIES PRIOR TO TRENCHING. 28, ALL MECHANICAL JOINTS SHALL HAVE RETAINER GLANDS. 29. THE CONTRACTOR SHALL INSTALL ON NEW PVC WATER MAIN A 10 GUAGE INSULATED TRACING WIRE PER INSTRUCTIONS FROM UTILITIES REPRESENTATIVE, LOREN LOVE (949) 718-3410. 30. CONTRACTOR TO SUBMIT MATERIAL LIST (6 SETS) FOR APPROVAL BY THE CITY. NO WORK SHALL BEGIN WITHOUT APPROVED MATERIALS LIST. ABBREVIATIONS CONTRACTOR NOTES: EMERGENCY PHONE NUMBERS ACP B.C. C.B. CL CML&C 0.1.P. E E.C. E.C.R. EXIST. G G.B. INV. M.J. P.C.C. PROP. P.V.C. s S.C.E S.D. S.F.M. STA. ST. LT. ST. STA. TELE V.C.P. w ASBESTOS CEMENT PIPE BEGIN CURVE CATCH BASIN CENTERLINE CONCREllE MORTAR LINED AND GOA TED DUCTILE IRON PIPE ELECTRIC END CURVE END CURB RETURN EXISTING GAS GRADE BREAK INVERT ELEVATION MECHANICAL JOINT POINT OF COMPOUND CURVATURE PROPOSED POLYVINYL CHLORIDE SEWER SOUTHERN CALIFORNIA EDISON STORM DRAIN SEWER FORCE MAIN STATION STREET LIGHT STREET STATION TELEPHONE VITRIFIED CLAY PIPE WA TIER 1. ALL PIPE TO BE PVC CLASS 150. 2. FITTINGS TO BE WRAPPED IN VISQUEEN. 3. THRUST BLOCKS TO BE PER CITY OF NEWPORT BEACH STD. 510-L-A. 4. ALL PIPE TO BE BEDDED PER CITY OF NEWPORT BEACH STD. 106-L. 5. A COPY OF THE NEWPORT BEACH PUBLIC WORKS STANDARDS IS TO BE ONSITE AT ALL TIMES. 6, CONTRACTOR TO REQUEST A PER-THRUST BLOCK INSPECTION PRIOR TO POURING ANY THRUST BLOCKS. 7. CONTRACTOR TO PERFORM A HYDROSTATIC TEST AT 200 PSI FOR A PERIOD OF NOT LESS THAN 2 HOURS IN THE PRESENCE OF A CITY OF NEWPORT BEACH FIRE INSPECTOR. 8. AFTER SATISFACTORY HYDROSTATIC TESTS ARE COMPLETE, CONTRACTOR SHALL FLUSH ALL TESTED PIPELINES THROUGH A MINIMUM 4" OUTLET FOR A PERIOD SPECIFIED BY THE CITY FIRE INSPECTOR 9. INSPECTIONS SHALL BE SET UP 24 TO 48 HOURS PRIOR BY CALLING 949-644-3255. KANA PIPE CAN BE REACHED AT 714-986-1400 CONTRACTOR TO VERIFY POSITIONS AND ELEVATIONS OF EXISTING FACILITIES TO BE CONNECTED TO AND TO NOTIFY THE CIVIL ENGINEER OF ANY DISCREPANCIES. AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH -UTILITIES DEPARTMENT COUNTY SANITATION DISTRICT OF ORANGE COUNTY COMCAST CABLEVISION COX CABLE UNDERGROUND SERVICE ALERT SHEET INDEX DESCRIPTION 1 TlllLE SHEET 2 WATER PLAN 3 WAlER PLAN 4 WATER PLAN 5 WATER PLAN 6 WATER DETAIL SHEET DAY 714-634-3028 80D-611-1911 714-666-5711 949-644-3012 714-593-7625 714-334-9897 949-546-4100 800-422-4133 NGHT 714-634-3129 800-611-1911 611 714-644-3717 714-593-7625 714-338-2051 949-546-4100 800-422-4133 SHEET INDEX NOT TO SCALE I r7i:::==::::'.;:==:::::::--r:.:::=-;:::-::::;;;;:;::--,-::::::;=::::;.---:::-::::::::--T~;;;--;;;;~~-;;:---------------T---::;;--;~::----r----------------.--r-T-------------7r-T~;;;~:;--;~:;;;:::;-;;-;;;;;:-7r;;;~:;:::;~~=;;::;;;;:--,-ci-i~;"'"o~""i::ii~;:;;P,OA'TIH~tl;•---I Underground Service Alert BASIS OF BEARINGS: BENCHMARK: O.C.B. HZ 770 R65 PLANS PREPARED BY: :='nPEls;-s,.., APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: CITY OF NEWPORT BE. ;,CH \',..._.'.. 1°"'~ f ~ BALBOA BA V CLlJ 3 c ~ CA:~,;~~~Y;;;E ~~iEiE~~INJJE ss'koA~7N~E;f~~tNR~.c.s. ~:c::"YE:E:: r:: N"~:~~:A~o:::::1; :~:~:ys;:: HIGHWAY 1 P UE, fl)OR~~L A. "BSOCIAt'Ji&, INC. .~t,• II-I>~~ l---+---,1----------------+----I __..,, ' .~ ./. • j,~~ PUBLIC & PRIVATE WATER l>LAN HORIZONTAL CONTROL STATION GPS NO. FROM THE NEY.PORT BOULEVARD 0\/ERPASS IN NE!hf'ORT BEACH, e:;K. . ¼ .fy' ,. ") ,.. tc ~-·~ «rf1J 62s1 AND STATION GPS ND. 6282 AT THE FRONT oF A BUILDING NUM8ERED eoo. IN THE TOP OF THE ~• : sf\;Eng!n••r!ng • Surveying • 1---+----it---------------+--I ILITI ,GINEER AffCC ENGINEER TITLE SHEET , /Ji~~ 42 1 2-8 4°1°33 ~~~gR~iRc!~ :i~?f~4 ~~E~i},~fRoF :~!Jife~:'c;~! ff:f!:~~~~f0 ~fo:~~~::~(f~~%1foF ) ,,,. 15r Kt'5~f)t~~}, ~. ~~i ~2:e~TE 2 • • \ =. := i //_.1. _.IL_ oJi: 5:~"'. c, ~ir~: J1i?24, ZOPI : ~'lf -THE ORANGE COUNTY SURVEYOR. THE BUILDING, 4.6 METERS (15.1 FT.) EAST OF A FIRE HYDRANT, ,;/!\ (714) 241•:g4QQ 241•3432 r;;°AX 'la., • w APP'D: DESIGNm DRAWN, "'-.: 46 METERS (15.1 FT.) WEST OF THE SOUTHWEST CORNER OF A -~~ C/VI\. ~:ii" /,, DATE: BY: DESCRIPTION CITY OF NEWPORT BEACH w -5; ~5 -s CATCH BASIN TI-IE STATION IS LEVEL WITH THF: HEIGHT OF THE 42758 , ft--'----L.--------------'---1-.,==---"I.S"c(.C 4 . ==-_ _l'.PY!cW"c.lH. -,-~"'-i>-=------==---,J:'-"-=--< t----tl••i--' ----1 HIGHWAY. Op CA\.,\•_..ljH ~AYWARD" PARDUE DATE CHECKED: DATE: L ELEV. 7.816 (1976 ADJ.) R.C.E. REVISIONS PUB IC WORKS DEPARTMENT R.N.J. 9/00 lWO WORKING DAYS BEFORE YOU DIG SHEET m OF 6 ,I ' i ' ! ··" ' -st ~ 1 "" .-.;;, " 1~ z IT I (r " u z "' v 0 "' ~ 2 u w C\ z '"-._. ~ I I ,-------------------------------------------------------------------------------ll'"·1-- LC>CA. TIC>N INDEX. NOT TO SCALE \ \ ----------------------------------- ~· \ \ ' ___ __;--· _______________ ----~IN:;-;S::;:T';;AL~L=::;Fl';;RE HYDRANT ASSEMBLY PER CITY STD 501-L ~ INSTAU: T BLOCK PER CITY STD 510-L-A INSTALL 90" P ELL F x FE) INSTALL FE x """-_,,,.,""-' R TYPE J3765 EXISTING PUMP STATION EXISTING APARTMENTS C3iRA.PHIC SCA.LE 20 0 10 20 40 BO ~---I_I I ____ __JI ( IN FEE!T J "I Inch -20 r1:. INSTALL 8" CLASS INSTALL 8" CLASS 150 C900 PVC WATER MAIN INSTALL FIRE HYDRANT ASSEMBLY PER CITY STD 501-L INSTALL THRUST BLOCK PER CITY STD 510-L-A INSTALL DIP TEE (FE >< FE) INSTALL FE x MJ ADAPTER •. 6900 PVC WATER MAIN I '----------__ _J \ \ 4 ------------- EXIST. F.H. TO BE REMOVED INSTALL 8" CLASS 150 C900 PVC WATER MAIN TYPE J3765) ' I I ' ' r~u;n:d;e:r~g;ro:u:n:d;-;;S:e;rv:ic~e~A~le:r~t-7r;;;PL~A~N~S-;P~R;E;PA~R~EiD~B;Y;,--------------r---:::::;;,~;;,__::_---T----------------,r-,--.-------------r-"T---------"T"-------------------ll , ~ APPROVAL RECOMMENDED: CITY OF NEWPORT ae, dCH /.4i-" "-,.,..,,';,. t---t--+------------+---1 BALBOA BA V CLU ~ CALL f:lFFORE YOU DIG CALL•TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG ~ '76., PUBLIC & PRIVATE WATER ~•LAN .. NO. 42768 ---~~ CIVI\. INEER L PUBLIC/PRIVATE WATER -PLAN "IEW 1 !) DATE: S•L4-0\ 1 · ._ I / t-;:-DA~TE:;::,t--;::B:::;:Y,-t-------;o::::E::::sc;:;:R::;:1P::T1::::o::-N -------t-:-AP::::P::,o::-, 1,D;E;;s1c;;N;,ED,--::_::..:;,□;,,R.:=Aw,,'.Nc-, ----1-----------------_JI~ -,,·,-d;-:-:c:;;-f.J::c-!:=· ,--------'4""27c::5:::B_,J~[l.1/o=c.,:::D,/I-...L..---'--------------...L--l=--__!_!";_<:cl. ___ _FP~.wd.H CITY OF NEWPORT BEACH W -521,j -S HAARDPARDUE R.C.E. DATE REVISIONS CHECKm DAIEc PUBLIC WORKS DEPARTMENT 1-----''·:----1 SHEET ~ :: OF 6 R.N.J. 9/00 z 'l 0 z ~ r w cr " ' 0 ~ , " . cr rr 0 0 w u rr n a n SEE SHEET 2 T z j " L<>C:.A. Tl<>N INDEX NOT TO SCALE LEc;;END PUBLIC LINE PRIVATE LINE " ~ 5 '~ :J " " w ~ " ~ ~ C D IT w m z ' 0 0 z tj r ro cc " D w 0. 0 cr rr CJ 0 u ~ Ci ~ n I z '.l " .., a:: ::;; w "' a.. I-X -••-••-o IO - " " IL C C C " 0 w ill ' 0 z > ~ ro I- w :c ~< w .., w ::;; UI :r: ' o_. V) _, ci 16 I -0 ,..; ' ' 1-~ V)U') , ... ~ ~~ j5 FVl w ,,,- ~ Cl '--.-,, ::l~ ,,-. a.. z \,_ <-0 • 1-c.> F 00 ,, : V) (.) ::l ~ : ::::, ;-' j5 'I= "'-' 'vi t:::: V) z z 0 (.) w w V) U) ~; w a, \ lC "' w i \._ "' w (/) " z F (/) x w I l) ~ \ "< c;;R.A.PHIC: SC.A.LE 20 0 I .r. 1 ( IN FEET J -, Inch -20 f'f:. INSTALL FIRE HYDRANT ASSEMBLY PER CITY STD 501-L INSTALL THRUST BLOCK PER CITY STD 510-L-A INSTALL DIP TEE (MJ x FE) INSTALL FE x MJ ADAPTER ---------- TYPE J3765 INSTALL 6" DOUBLE DETECTOR CHECK PER CITY STD 517-L 7 Underground Service Alert PLANS PREPARED BY: CALL BEFORE YOU DIG CALL•TOLL FREE ,_~- 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG ---------- ---------------- N60'15'54"W 11 ,44• ------ I ' ' I INSTALL 6" 90' PVC ELL J x MJ) INSTALL THRUST BLOCK ER i,CITY STD 510-L'-A /77' ,/ _,/ /" / -~--' ' . ; ~ ,, lNStALL 6" CLASSJ50 C!l00. PVC WATER MAIN FIRE RISER BY OTHERS --,, ••• N60"16'07~W I SEE "'::::~::':, o.,: 9,-~~ -,~ <N5"ALL ,. CLA$s 100 ' C900 PVC WATER MAIN I \ • "· p~ 1 ~ NO. 42758 ..,._....,. ., c,vr1. " 42758~¾ R.C.E. DATE ,) DATE: ,;; ~ 'w (/) o' w (/) 0 ll. -~- ll. BY: ! I I I 1 .. ,., .. DESCRIPTION REVISIONS APP'D: LAJ APPROVAL RECOMMENDED: EER R.C.E. 46214 DATE: ~ -~,t-eH DESIGNED DRAWN: i.S.C. P.W.H. CHECKED: DATE: R.N.J. 9/00 -------- ' ' ' ' ' ' ' ' ' ' L,AJ' j 1 . ;} ' J LJ,J C L re 0 IL CITY OF NEWPORT BEACH BALBOA BAV CLUB PUBLIC & PRIVATE WATER PLAN PUBLIC/PAIVA TE WATER -PLAN VIEW CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W -5285 - S SHEET 3 OF 6 ~ z Q C "' 8 ~· ~ IT > < Q'. '" ' 0 IT w m z , J 0 2 ~ > m Q 0 "' Q 0 cr C D 0 w u C D a 0 T 2 j n <( z cr 0 "' ) a 4 j u w ' Q > < ~ m ' 0 Q w • m , 2 J I D z ~ ' ' m Q 0 w ' Q D cr Q 0 0 ~ w u Q 0 a 0 ; T ? 2 s Q LC>CA. TIC>N INDEX NOT TO SCALE LEGEND PUBLIC LINE ------------PRIVATE LINE GFIA.PHI~ S~A.LE 20 o , o 20 40 eo I - -1-1 11111111111--1 ___ ~1 ( IN ,,._T J ., Inch • 20 rt.. 9 ::::; z 0 ~ ~ z 8 l:J (/J ...J ~ Underground Service Alert CALL BEFORE YOU DIG CALL1TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG EIASEr~ENT Pt\HK"IIJG PLANS PREPARED BY: 71 PROVIDE BLIND FLANGE STUB FOR FIRE PROTECTION SEE PLANS BY OTHERS • tO . l 1.:5. --++----'-' I I I I I I I I I I I I I I o.; ci , ..... 1 ........ J I ,. ± 4' -FIELD VERIFY I I EXIST 8" ACP ~ INST 8" lf"ORD TRANSITION ------ COUWLING ( PVC x DI) -------. I I 8" PVC ---------- I Bj' x 8" DIP TEE (FE x FE) W/ THRUST BLK I FE x MJ I ADAPTOR\ : (DlxPVC) 8" PVC ~ WI (.) ZI w c.. I ~I :::J I 8" R. W. VALVE z I (FE x MJ) ~I u I I I 8" PVC --------..: INST 8" {oRD TRANSITION ------ COU~LING (PVC x DI) -------. EXIST 8" ACP~ I ' ' ' ' ' ' FE x MJ ADAPTOR (DlxPVC) FE x MJ ADAPTOR (DlxPVC) CC>NSTFIUCTIC>N DET A.IL NOT TO SCALE SEE SHEET 5 OF 6 FOR CONTINUATION 42758 R,C.E. APPROVAL RECOMMENDED: ~----l------------1-----11 ztJ4J M R.C.~ DATE: ~-t."\ •O\ S/Mi--D_A_T_E:~_B_v, ....... _____ o_E_sc_R_1P_T_1o_N ____ __._A_PP_'o_:tD-E-SI-GN=ED-•--" .. &e,;cw,. _0"_A_"" _ __.P~.W!,!J.Hj. DATE REVISIONS CHECKED: DA1E• R.N.J. ~ 00 CITY OF NEWPORT BEACH BALBOA BAV CLUB PUBLIC & PRIVATE WATER PLAN PUBUC/PRIV ATE WATER -PLAN VIEW CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W -5285 - S SHEET 4 OF 6 " z IT 0 " ~ 4 u w z ~ z 0 ~ IT 0 "-rr 0 u J o J 0 L z -;,I s ) z " 0 ..., " -, 4 :, u -w ~ z > ~ ~ -~ z ~ 0 ~ ~ ' IT 0 \. "-rr ~ 0 u n "' J 0 ~ T z :l " C < a ' 0 ' IT f; w □ , I ~ z : > n ffi 0 IT 0 w " ~ " "' ' 0 C ci • m ~ g: 2 > ~ g w , a! i= ~ ~ LC>CA.. TIC>N INDEX NOT TO SCALE LEGliEND -------PUBLIC LINE ------------PRIVATE LINE C3iiFIA..IPHIC SCA.LE 20 0 10 ~--1-1 20 I 40 I ( IN FEET J -, lnoh • 20 -rt:. 8"x6" DIP REDUCER (FE x MJ) ~1=,,.,-="''9 6"x6" DIP ELL (FExFE) W/ THRUST BLOCK 6" R. W. VALVE -------------\ (FE x MJ) -............._ FIRE HYDRANT FE x MJ ADAPTOR (DlxPVC) 6" PVC 8" PVC BO I CC>NSTFIUCTIC>N DETA..IL NOT TO SCALE EXISTING SEWER FDC < Underground Service Alert CALL BEFORE YOU DIG SEE SHEET 4 OF 6 FOR I CONTINUATION FDC > EXIST. FDC's TO BE REMOVED INSTALL 6" I I I I PROVIDE BLIND FLANGE STUB FOR FIRE PROTECTION SEE PLANS BY OTHERS FIRE RlSER BY OTHERS I ' r I~ .o \r, I~ • SEE FIR~ PROTECTION PLANS"' I "'-~--... 1!5 DOUBLE DETECTOR CHECK PER CITY STID 517;_L \<j;,! fl= 'I '' I : 0 INSTALL 8" )( 6" PVC TEE. (MJ )( MJ) ._l_--_--_-1--l: ~ INSTALL THRUST BLPCK PER c1 sto s10-L-A I ::, • ,, ( ) ,1 .. 116.45'.,. I ~. INSTALL 6 ,..,W. GAiTE VALVE E x MJ . · - I I .. , ..... -,-... INSTALL 2· WA 1R SERVICE & METE PER CITY STID 503-L ~JJAJ-E~6~J~;·•:l~r 1. • 1 : INSTA~~s~;~ B:~TIDE F~::;~;~::E:11 ~TY SID 520-L ~f:A~~~~~T51iLoLtA ,/ I i~ IL._~LC'~.i;·,w"iif,i4'.·~4'-4''4''""-,,,;;--- PER CITY S 501-L •. TYPE J3765 INSTALL 8" CLASS 150 , I';; [n 11 INSTALL THRUST BLOCK PER C TY STID 510-L-A C900 PVC WATER MAIN _,/ ,• • I;,- INSTALL DIP TEE (FE X FE) . ,( I Rl INSTALL FE x MJ ADAPTEl'l ·, I N60'15'54"W ,/ I I z '1'1~9·44'06"Et %' V 98.28'/~i"' I -.~' SEE DETAIL AT LEFT I. ,13-92',;n ! /;,.v, ro •t ---.. =--""'--"-'--'=-'----1----'' ...... -~ ... 01'-,L ~9. ,,,,,~i:;~ I ~ ~ I INSTALL FIRE DEPARTMENT CONrECTION ,,;;°&;-.~--;. 'f !,,,,,,, N60·15•53•w 1 "' •-·-_ ~ I •7,,.,(' ' 1· I ·,/' 63.91" I • L'c_ 1',, 1 ... , ...j. _______ ,,, ___ -----------------1----------- t) s. I ·,y / ~. ~--i--~s-J-"• : ' y/~ INSTALL 6" ICLASS , 50 "--1-. ---'-"o>· 4-', '-tq C900 PVC ATER MAIN ~,- INSTALL, " 90' PVC E MJ x M I ,/ INSTALL' THRUST BUllCK PER / ,, s 2" WATER SERVICE / CITY :TD,.510-L-A ------7/-.. - ,,,''' ,,<~4/',/ INSTALL 6" PVC TEE MJ' x MJ INSTALL THRUST BLOCK PE CITY STID 510-L-A ' "' • , . . t''if:"':'D~v:,. INSTALL 6" 22-1 2' PVC ELL • MJ x MJ • ' ,t✓-',f1j\ i\ INSTALL THRUST BLOCK PER CITY STD. 510-L~A ;}-t'[bt:J::tt:'.=tl INSTALL 6" CLASS 150 I ,,fl f·L[.Le,~L~I; C9DO PVC WATER MAIN <k~/ ,[:lifubtl~Li;.;::ki_, /2' PVC ELL (MJ x MJ) I J _w INSTALL ~RUST BLOCK PER CITY STD. 510-L-A i 1 ..... 1- :i: C!) 1i!: !;;: "' ~ -' 0 ~ ;;j W ID 0 WO w z "' < I I;.~. , •• -'-'-~--C.~--~~-.,_J_~-~~~~~~~~-.j_J~l---";,...<.,i,~,_., ---~-----~~~-~~-'--'---~-'-----~---'---''-'-;'.11._._:_._, PLANS PREPARED BY: " 6" PVC STUB TO DOCK FIRE PROTECTION SEE DOCK FIRE PROTECTION PLANS BY OTHERS ±4' i<, I-I "' "' z 0 F u ::, ;:!; BAY SHORE DR. ~ 0 Ill .,: ..J ~ --~ w w If) METERS TO BE REMOVED '=='.!' ~ If) z 0 u ---· -· .i-.,.~ ..... -.. 1:._:__3•~-. ---~ !-.,. .,.,.... . ... -- 'i: w -....LILI z n-: ~ I I I I I I I I I I I I ix, +t ~ ---------.,l 6" ACP TO BE REMOVED (±11' FIELD VERIFY) ALL VALVES, THE FIRE HYDRANT AND PIPING TO BE REMOVED FIEIVIC>'V A..L DET A.IL NOT TO SCALE '{I /JI,. II. p~ ~ ~ ✓EXIST. 6" ACP r TO REMAIN ± 4' FIELD VERIFY w u z w LL ,c I ~, ..J I ZI ;,:1 :,:I UI 8" PVC I I I I I I __ _j_ -- 1 I I I I I I I I 8" 1R.W. VALVE (FE X MJ) I I I I I I I I ,( y ' -• ' I \ ' : ~EXIST 8" ACP ' --------INST 8" FORD TRANSITION ~~-1--h-+ COUPLING (PVC x DI) 8" PVC FE x MJ ADAPTOR (DlxPVC) 8" PVC -----------.... 0 0 .,; FE x MJ ADAPTOR (DlxPVC) ' 8" x 8" DIP TEE (FE x FE) -----------W/ THRUST BLK FE x MJ o ADAPTOR ~ (DlxPVC) ± 19' FE x MJ ADAPTOR (DlxPVC) EXISTING CURB FACE FIRE HYDRANT 8"x6" DIP TEE (FExFE) W/ THRUST BLOCK ~ FE x MJ ADAPTOR (DlxPVC) 8" PVC~~=~~=~ FE x MJ ~ 6" R.W, VALVE ADAPTOR (FE x M J) (DlxPVC) ~~~~ ___ .:!:._!..!.'._ ____ ___, __ c; ± 11' 8" R.W. VALVE -...____ FIELD VERIFY (FE x MJ) ----.._ El"x6" DIP TEE (FExFE) i W/ THRUST BLOCK ~ 6" ACP~ I I I I I I I I I FE x MJ~ ADAPTOR (DlxPVC) 8" PVC ---------- ' I ' ' ' ' I ' 0 0 fC) 6" R.W. VALVE (FE x MJ) ------7\ INST 8" FORD TRANSITION COUPLING (PVC x DI) -----INST 8" FORD TRANSITION -__ _,f ·_ COUPLING (PVC x DI) i~EXIST8" ACP ' ' ' CC>NSTFIUCTIC>N DET A.IL NOT TO SCALE APPROVAL RECOMMENDED: U R CITY OF NEWPORT BEACH BALBOA BAV CLUB PUBLIC & PRIVATE WATER PLAN CALL:TOLL FREE 1-800 422-4133 NO. 42758 t---t-----1---------------t---t R ... PUBUC/PRIV ATE WATER -PLAN VIEW ..... - DATE: BY: DESCRIPTION c,vn-42758 TWO WORKING DAYS BEFORE YOU DIG R.C.E. REVISIONS DATE: ")-L~-o I APP'D: DESIGNED: DRAWN: I.S.C. P,W.H. CHECKED: DATE: R.N.J. 9 00 CITY OF IIEWPORT BEACH PUBLIC WORKS DEPARTMENT W -52B5 -· S SHEET 5 OF 6 1 '~ " " a '\-·= . ,;' - --._, ~ -:- i ~ z rr n ~ ~ ;3 u z " ~ < " ' a . ffi 0 ~ 2 , ' 0 Q z ' ti (ii C QC C &1 w " a ' QC " ' 0 @ r Ll cr 0 ~ a I 2 ~ ~· a: ~ 1 Ci< ~: ~ , ' ~:: =,-: I !~ EXIST 6" CIP -----------INST 6" FORD TRANSITION +rr++-+rt COUPLING (PVC x DI) 6" PVC INST 6" FORD TRANSITION COUPLING (PVC x DI) 8"x6" DIP REDUCER (FE x MJ) ~ EXIST 6" 2.00' ~ -------1 • ~-1 FE x MJ ADAPTOR (DlxPVC) CIP~ r - - - - - - - ---+::1=:f------\\7 "k=="' ),--------~~+ ' ' 'L - - - - - - - ---+-*$--~-ii, r""'--=-.a 6" PVC/ 8"x6" DIP REDUCER----' (FE x MJ) 8" R. W. VALVE (FE x MJ) FE x MJ """-----·:_•vi ADAPTOR (DlxPVC) -----1-+- 6" PVC __/ 6" R.W. VALVE-~ (FE x MJ) 8" R.W. GATE VALVE------- (FE x MJ) 8"x8" DIP ELL (FExFE) _/ W/ THRUST BLOCK 0 0 c,.i FE x MJ ADAPTOR (DlxPVC) 8" x 8" DIP TEE (FE x FE) ----------W/ THRUST BLK /.EXIST RET. WALL ,,----8" PVC <;:" u.. -"' u-, w u-:i > NO -H ...J w u.. ~ ~ EXIST 4" CURB ~---8"x6" DIP TEE (FExFE) W/ THRUST BLOCK ~FE X lJ ADAPTOR (DlxPVC) ~FE x MJ ADAPTOR (DlxPVC) 8" PVC FE x MJ ADAPTOR (DlxPVC) 8" PVC CONNECTION DETAIL '1 REMOVE EXIST 4" PIPE & FITTINGS NOT TO SCALE EXIST SCREEN WALL ~ _ A (PROTECT IN PLACE) ~ EXIST CURB & GUTTER 8" R.W. GATE VALVE (FE x MJ) EXIST B"x4" RED . . ~ ' . , ~ Ill ------~ ' ' / REMOVE EXIST./! METER VAULT : ' "----s" DIP "71r.------~ L _____________________ J I L ________________________ J ±46' Fl ELD VERIFY "5 0 Z ' :::, (!) I CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF EXIST FOOTING PRO~DE 6 SACK SLURRY BACKFILL UNDER WALL FOOTING 8"x8" DI~ TEE (FExFE) ~ z W/ THRUST BLOCK w <i' r :::, VJ 0 z > 0 D.. CONNECTION DETAIL NOT TO SCALE Underground Service Alert CAU BEFORE YOU DIG CALL,TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG 6" PVC ------------ 6" B.F. VALVE (FE x MJ) 8° PVC •+++--l --HH-l FE x MJ ADAPTOR (DlxPVC) ~EXIST 4" CURB FE x MJ ADAPTOR (DlxPVC) 8" PVC 8"x6" DIP TEE (MJxFE) W/ THRUST BLOCK FE x MJ ADAPTOR (DlxPVC) CONNECTION DETAIL 2 FE x MJ ADAPTOR (DlxPVC) 8" PVC NOT TO SCALE 8" PVC 11-1 /4" ELL (MJxMJ}----.,_ W/ THRUST BLOCK "" 8"x6" DIP TEE (FExFE) W/ THRUST BLOCK FE X MJ B" PVC ADAPTOR (DlxPVC) 6" R.W. VALVE (FE x MJ) 6" PVC FIELD VERIFY ± 11' 8" PVC 8" PVC 45" ELL (FExFE) W/ THRUST BLOCK I CONNECTION DETAIL 5 NOT TO SCALE PLANS PREPARED BY: I , 2' MIN , NATIVE MATERIAL TRENCH SH AS REQUIRE BEDDING MATERIAL ,.,, ..... ,,:;, ' .,,.,~,, ' _,,_Js;·>_, __ • ·-.,,,,_ /,"' PARDUE. !:'ci1R..,ELL a ASSOCl"':f:!..S, INC. .'" ··••··. Pltiinnlng i'i.J=nglne-lng • Surveying•~ C.A.B. .8 G n_ z <( :::> I <( f/l I 8" PVC 45" ELL (MJxMJ) W/ THRUST BLOCK L 8" PVC ± 6' FIELD VERIFY 6" P vc ------------ 6" R.W. VALVE --------------, (FE x MJ) ~ FE x MJ ADAPTOR (DlxPVC) 8" x6" DIP TEE (FExFE) W/ THRUST BLOCK / EXIST 4" CURB / FExM~ ADAPTO~ "'-(DlxPVC) EXIST SEWER MAIN FE x MJ ADAPTOR (DlxPVC) 8" PVC CONNECTION DETAIL 3 B" PVC NOT TO SCALE ± 6.5' FIELD VERIFY 6" PVC 6" R.W. VALVE----- (FE x MJ) 8" PVC FE x MJ ADAPTOR (DlxPVC) f EXIST 4" ± 4.5' FIELD VERIFY FE x MJ ADAPTOR (DlxPVC) FE x MJ ADAPTOR (DlxPVC) 8" PVC CURB 8" PVC 8" PVC 22-1 /T ELL (MJxMJ) W/ THRUST BLOCK 8" PVC 11-1/4" ELL (MJxMJ) W/ THRUST BLOCK 8"x6" DIP TEE (FExFE) W/ THRUST BLOCK FINISHED ' z ,o :::, ~ ci ~ 'l. D.. ' z "' :::; CONNECTION DETAIL NOT TO SCALE NOTES: 1. TRENCH RESURFACING IN ASPHALT CONCRETE SHALL BE PER STANDARD SPECIFICATIONS SECTION 306-15. 2. TRNCH WIDTH SHALL BE O,D. PLUS 6" CLEAR OF TRENCH SIDE OR SHORING, IF APPLICABLE. 3. BACKFILL SHALL BE CONPACTED TO 95% RELATIVE COMPACTION. 4. BEDDING SHALL CONFORM TO STANDARD SPECIFCATIONS SECTION 306-1.2.1. TYPICAL TRENCH DETAIL NOT TO SCALE APPROVAL RECOMMENDED: CITY OF NEWPORT BEACH BALBOA BAV CLUB PUBLIC & PRIVATE WATER PLAN ... igf KALMU$ DRIVE BLDG. M, S!JITE 2 ' COS~ESA, CALIF. 92fJ26 !714) 241~3400. 241-3432.f<,AX 0//' //L .:--/ / DATE: BY: DESCRIPTION APP'D: DESIGNED DRAWN: =~~~:-7=-=-=------4~27757a _ _,_//1/'ZZ't-=~~'r-....L.--'--------------....L--1b=~--''~-'-~c.~--2 ,~~H~. WATER DETAILS CITY OF tEWPORT BEACH PUBLIC WORKS DEPARTMENT W -5285 -S SHEET 6 OF 6 HAYWARD PARDUE R.C.E. DATE REVISIONS CHECKED: DATE: R.N.J. 9/00 ,. • .l .. . . I I I ' " ><'" I GENERAL NOTES 1. ALL WORK SHALL CONFORM TO CHAPTER 15 OF THE NEWPORT BEACH MUNICIPAL CODE (NBMC). THE PROJECT SOILS REPORT AND SPECIAL REQUIREMENTS OF THE PERMIT. 2. DUST SHALL BE CONTROLLED BY WATERING AND/OR DUST PALLIATIVE. 3. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE DURING THE CONSTRUCTION PERIOD. 4. WORK HOURS ARE LIMITED FROM 7: 00 AM TO 6: 30 PM MONDAY THOUGH FRIDAY: 8: 00 AM TO 6: 00 PM SATURDAYS: AND NO WORK ON SUNDAYS OR HOLIDAYS PER SECTION 10-28 OF THE NBMC, 5. NOISE, EXCAVATION, DELIVERY AND REMOVAL SHALL BE CONTROLLED PER SECTION 10-28 OF THE NBMC, 6. THE STAMPED SET OF APPROVED PLANS SHALL BE ON THE JOB SITE AT ALL TIMES. 7, PERMITEE AND CONTRACTOR ARE RESPONSIBLE FOR LOCATING AND PROTECTING UTILITIES. 8. APPROVED DRAINAGE PROVISIONS AND PROTECTIVE MEASURES MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING OPERATION. 9. CESSPOOLS AND SEPTIC TANKS SHALL BE ABANDONED IN COMPLIANCE WITH THE UNIFORM PLUMBING CODE AND APPROVED BY THE BUILDING OFFICIAL. • 10. HAUL ROUTES FOR IMPORT OR EXPORT OF MATERIALS SHALL BE APPROVED BY THE CITY TRAFFIC ENGINEER AND PROCEDURES SHALL CONFORM WITH CHAPTER 15 OF 11. POSITIVE DRAINAGE SHALL BE MAINTAINED AWAY FROM ALL BUILIDING AND SLOPE 12. FAILURE TO REQUEST INSPECTIONS AND/OR HAVE REMOVABLE EROSION CONTROL DEVICES ON-SITE AT THE APPROPRIATE TIMES SHALL RESULT IN FORFEITURE OF THE CONSTRUCTION SITE CLIEANUP DEPOSIT. 13. ALL PLASTIC DRAINAGE PIPE SHALL CONSIST OF PVC OR ABS PLASTIC AND EITHER ASTM 2751, ASTM D1527, ASTM D3034 OR ASTM D1785. 14. NO PAINT, PLASTER, CEMENT, SOIL, MORTAR OR OTHER RESIDUE SHALL BE ALLOWED TO ENTER STREETS, CURBS, GUTTERS OR STORM DRAINS. ALL MATERIAL AND WASTE SHALL BE REMOVED FROM THE SITE. NBMC 17.32.020 1. TEMPORARY EROSION CONTROL PLANS ARE REQUIRED FROM OCTOBER 15 TO MAY 2. EROSION CONTROL DEVICES SHALL BE AVAILABLIE ON SITE BETWEEN OCTOBER 15 AND MAY 15. 3. BETWEEN OCTOBER 15 AND MAY 15, EROSION CONTROL MEASURES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHENEVER THE FIVE-DAY PROBABILITY OF RAIN EXCEEDS 30 PERCENT. DURING THE REMAINDER OF THE YEAR, THEY SHALL BE IN PLACE AT THE END OF THE WORKING DAY, WHENEVER THE DAILY RAINFALL PROBABILITY EXCEEDS 50 PERCENT. 4. LANDSCAPING PLANS SHALL BE SUBMITTED FOR APPROVAL, WORK COMPLETED AND A CERTIFICATION OF CONFORMANCE RECEIVED BY THE CITY GRADING ENGINEER PRIOR TO CLOSURE OF PERMIT, UNLESS WAIVED BY THE CITY GRADING ENGINEER. 5. TEMPORARY DESILTING BASINS, WHEN REQUIRED, SHALL BE INSTALLED AND MAINTAINED FOR THE DURATION OF THE PROJECT. REQUIRED INSPECTIONS 1. A PRE-GRADING MEETING SHALL BE SCHEDULED 48 HOURS PRIOR TO START OF GRADING WITH THE FOLLOWING PEOPLE PRESENT: OWNER, GRADING CONTRACTOR, DESIGN CIVIL ENGINEER, SOILS ENGINEER, GEOLOGIST, CITY GRADING ENGINEER OR THEIR REPRESENTATIVES. REQUIRED FIELD INSPECTIONS \\1Ll BE OUTLINED AT THE MEETING. 2. A PRE-PAVING MEETING SHALL BE SCHEDULED 48 HOURS PRIOR TO START OF THE SUB-GRADE PREPARATION FOR THE PAVING WITH THE FOLLOV.,NG PEOPLE PRESENT: OWNER, PAVING CON·TRACTOR, DESIGN CIVIL ENGINEER, SOILS ENGINEER, CITY GRADING ENGINEER OR THEIR REPRESENTATIVES, REQUIRED FIELD INSPECTIONS Will BE OUTLINED AT THE MEETING. DOCUMENTATION 1. AN AS-BUILT GRADING PLAN SHALL BE PREPARED BY THE CIVIL ENGINEER INCLUDING ORIGINAL GROUND SURFACE ELIEVATIONS, AS-GRADED GROUND SURFACE ELEVATIONS, LOT DRAINAGE PATTERNS AND LOCATIONS, AND ELEVATIONS OF ALL SURFACE AND SUBSURFACE DRAINAGE FACILITIES. HE SHALL PROVIDE WRITTEN APPROVAL THAT THE WORK WAS DONE IN ACCORDANCE WITH THE FINAL APPROVED GRADING PLAN AND STA TE THE NUMBER OF YARDS OF CUT AND /OR FILL MOVED DURING THE OPERATION. 2. A SOILS GRADING REPORT PREPARED BY THE SOILS ENGINEER, INCLUDING LOCATIONS AND ELEVATIONS OF FIELID DENSITY TESTS SUMMARIES OF FIELD AND LABORATORY RESULTS AND OTHER SUBSTANTIATED DATA AND COMMENTS ON ANY CHANGES MADE DURING. GRADING AND THEIR EFFECT ON THE RECOMMENDATIONS MADE IN THE SOILS ENGINEERING INVESTIGATION REPORT. HE SHALL PROVIDE WRITTEN APPROVAL AS TO THE ADEQUACY OF THE SITE FOR THE INTENDED USE AND COMPLETION OF WORK IN ACCORDANCE WITH THE JOB SPECIFICATIONS. 3. A GEOLOGIC REPORT PREPARED BY THE ENGINEERING GEOLOGIST, INCLUDING A FINAL DESCRIPTION OF THE GEOLOGY OF THE SITE, INCLUDING ANY NEW • INFORMATION DISCLOSED DURING THE GRADING AND THE EFFECT OF SAME ON RECOMMENDATIONS INCORPORATED IN THE APPROVED GRADING PLAN. HE SHALL PROVIDE WRITTEN APPROVAL AS TO THE ADEQUACY OF THE SITE FOR THE INTENDED USE AS AFFECTED BY GEOLOGIC FACTORS. EN~ ,ll'IEEFIIN•;; F>l,_A.l'IS F='C>Ft IIVIF>FIC>-....,EIVIEN,-C>F' a PACIFIC COAST HIGHWAY ~ "' 0 "' ~ VICINITY MAP SCAILIE: 1" = 100' GRADING FILLS/CUTS 1. GRADED SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL. 2. FILL SLOPES SHALL BE COMPACTED TO NO LESS THAN 90 PERCENT RELATIVE COMPACTION OUT TO THE FINISHED SURFACE. 3. ALL FILLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM OF 90 PERCENT RELATIVE COMPACTION AS DETERMINED BY ASTM TEST METHOD 1557, AND APPROVED BY THE SOILS ENGINEER. COMPACTION TESTS SHALL BE PERFORMED APPROX\MA TEL Y EVERY TWO FEET IN VERTICAL HEIGHT AND OF SUFFICIENT QUANTITY TO ATTEST TO THE OVERALL COMPACTION EFFORT APPLIED TO THE FILL AREAS. 4. AREAS TO RECEIVE FILL SHALL BE CLEARED OF ALL VEGETATION AND DEBRIS, SCARIFIED AND APPROVED BY THE SOILS ENGINEER PRIOR TO PLACING OF THE FILL. 5. FILLS SHALL BE KEYED OR BENCHED INTO COMPETENT MATERIAL. 6. ALL EXISTING FILLS SHALL BE APPROVED BY THE SOILS ENGINEER OR REMOVED BEFORE ANY ADDITIONAL FILLS ARE ADDED. 7. ANY EXISTING IRRIGATION LINES AND CISTERNS SHALL BE REMOVED OR CRUSHED IN PLACE AND BACKFILLED AND APPROVED BY THE SOILS ENGINEER. 8. THE ENGINEERING GEOLOGIST AND SOILS ENGINEER SHALL, AFTER CLIEARING AND PRIOR TO THE PLACEMENT OF FILL IN CANYONS, INSPECT EACH CANYON FOR AREAS OF ADVERSE STABILITY AND DETERMINE THE PRESENCE OF, OR POSSIBILITY OF FUTURE ACCUMULATION OF, SUB SURF ACE WATER OR SPRING FLQW. IF NEEDED, DRAINS WILL BE DESIGNED AND CONSTRUCTED PRIOR TO THE PLACEMENT OF FlLL IN EACH RESPECTIVE CANYON. 9. THE EXACT LOCATION OF THE SUBDRA\NS SHALL BE SURVEYED IN THE FIELD FOR LINE AND GRADE. 10. ALL TRENCH BACKFILLS' SHALL BE COMPACTED THROUGHOUT TO A MINIMUM OF 90 PERCENT RELATIVE COMPACTION, AND APPROVED BY THE SOILS ENGINEER. THE BUILDING DEPARTMENT MAY REQUIRE CORING OF THE CONCRETE FLAT WORK PLACED OVER UNTESTED BACKFILLS TO FACILITATE TESTING, 11. THE STOCKPILING OF EXCESS MA TERI AL SHALL BE APPROVED BY THE CITY GRADING ENGINEER. 12. LANDSCAPING OF ALL SLOPES AND PADS SHALL BE IN ACCORDANCE WITH 15 OF THE NBMC. CHAPTER 13. ALL CUT SLOPES SHALL BE INVESTIGATED BOTH DURING AND AFTER GRADING BY AN ENGINEERING GEOLOGIST TO DETERMINE IF ANY STABILITY PROBLEMS EXISTS. SHOULD EXCAVATION DISCLOSE ANY GEOLOGICAL HAZARDS OR POTENTIAL GEOLOGICAL HAZARDS, THE ENGINEERING GEOLOGIST SHALL RECOMMEND AND SUBMIT NECESSARY TREATMENT TO THE CITY GRADING ENGINEER FOR APPROVAL. ' 14. WHERE SUPPORT OR BUTTRESSING OF ,CUT AND NA TUR AL SLOPES IS DETERMINED TO BE NECESSARY BY THE ENGINEERING GEOLOGIST AND SOILS ENGINEER Will OBTAIN APPROVAL OF DESIGN, LOCATION AND CALCULATIONS FROM THE CITY GRADING ENGINEER PRIOR TO CONSTRUCTION. 15, THE ENGINEERING GEOLOGIST AND SOILS ENGINEER SHALL INSPECT AND TEST THE CONSTRUCTION OF ALL BUTTRESS FlLLS AND ATTEST TO THE STABILITY OF THEY SLOPE AND ADJACENT STRUCTURES UPON COMPLETION. 16. WHEN CUT PADS ARE BROUGHT TO NEAR GRADE, THE ENGINEERING GEOLOGIST SHALL DETERMINE IF THE BEDROCK IS EXTENSIVELY FRACTURED OR FAULTED AND WILL READILY lRANSMIT WATER. IF CONSIDERED NECESSARY BY THE ENGINEERING GEOLOGIST AND SOILS ENGINEER, A COMPACTED FILL BLANKET Will BE PLACED. 17. THE ENGINEERING GEOLOGIST SHALL PERFORM PERIODIC INSPECTIONS DURING GRADING. 18. NOTIFICATION OF NONCOMPLIANCE: IF, IN THE COURSE OF FULIFILLING THEIR RESPONSIBILITY, THE CIVIL ENGINEER, THE SOILS ENGINEER, THE ENGINEERING GEOLOGIST OR THE TESTING AGENCY FINDS THAT THE WORK IS NOT B~ING DONE IN CONFORMANCE WITH THE APPROVED GRADING PLANS, THE DISCREPANCIES SHALL BE REPORTED IMMEDIATELY IN WRITING TD THE PERSON IN CHARGE OF THE GRADING WORK AND TO THE CITY GRADING ENGINEER. RECOMMENDATIONS FOR CORRECTIVE MEASURES, IF NECESSARY, SHALL BE SUBMITTED TO THE CITY GRADING ENGINEER FOR APPROVAL. 19. THE SOILS ENGINEER TO INSPECT AND CERTIFY THE FOLLOWING PRIOR TO POURING CONCRETE. A) FOOTING EXCAVATION AND DESGIN BEARING PRESSURE 8) All GRADING AND COMPACTING OF SUBGRADE OWNER THE BALBOA BAY CLUB 1221 WEST COAST HIGHWAY NEWPORT BEACH, CA 92663 SITE ADDRESS 1221 WEST COAST HIGHWAY NEWPORT BEACH, CA ' ' GIRADING SHEET INDEX C-'1 c-2 c-a C-4 &&C-& c-e C-7 c-a c-e c--ao &C-'1"1 &C-'12 &C-'13 TITLE SHEET DEMOLITION PLAN . PRECISE GRADING -CLUBHOUSE PRECISE GRADING DETAIL -CLUBHOUSE POOL PRECISE GRADING -HOTEL PRECISE GRADING -HOTEL PRECISE GRADING DETAIL -HOTEL POOL STORM DRAIN PLAN AND PROFILE AREA DRAINAGE -CLUB BUILDING POOL DRAINS & ROOF DRAINS -HOTEL AREA DRAINAGE DETAILS -HOTEL DECK DRAINAGE CROS SECTIONS DRIVEWAY DETAILS IN RIGHT OF WAY BY: fm.eJJ.~. c. &SEE CITY! C-11;:Jlc WATER PLANS ,;::;•.,.,11,4 DATE: f :~\l'&,v,• SEWER PLANS -CLUBHOUSE SEWER PLANS -HOTEL SEWER PLANS -HOTEL C-'18 C-'16 C-'17 c--aa SEWER PLANS -EXISTING REFERENCE •.· CONSTRUCTION NOTES G)-CONST. 4" AC OVER 9• AB PAVING (DRIVE AISLE) @~--CONST. 3• AC OVER 5" AB PAVING (PARKING) @---CONST. 6" CURB ONLY PER CITY OF NEWPORT BEACH STD. 182-L @>-=--CONST. 5• CURB AND GUTTER PER CITY OF NEWPORT BEACH sm. 182-L (W=18") @--CONST. 3' WIDE CONC. RIBBON GUTTER PER DETAIL HEREON @'----CONCRETE PAVING PER ARCHITECTURAL PLANS @:r-CONST. 6" MOUNTABLE CURB ONLY TYPE B1-150(6} PER A.P.W.A.. STD. 121-1 ABBREVIATIONS (674.50)TC-EXISTING ELEVATION P -PAD ELIEVA TION . F.S,R.-FIRE SPRINKLER RISER D.S.-DOWN SPOUT FF -FINISH FLOOR ELEVATION GB -GRADE BREAK JS -JUNCTION STRUCTURE 2%-RA TE/FLOW R.D.-ROOF DRAIN !NV-INVERT LAT-LATERAL TG-TOP OF GRATE TC -TOP OF CURB FL -FLOW LINE FS -FINISH SURFACE HP -HIGH POINT LIP -LOW POINT IMP -IMPROVEMENT EX. FT. -EXTENDED FOOTING C.0.-CUEANOUT RCP -REINFORCED CONCRETE PIPE INV.-INVERT ELEVATlON DF -DEEPENED FOOTING EXIST.-EXISTlNG EX.-EXISTING PR./PROP-. PROPOSED T.E.-TRASH ENCLOSURE M.H-. -MANHOLE • ORA.DING DETAIL HOTEL INDEX SCALE: 1 • ~ 1 oo' • -' ~r-,,, ~"' " '' ' ,_··~· c::1.-'.:::.· i-::;, I 11 ,--1il= 'c.JI~ '---·----. SEWER CONSTRUCTION NOTES @1----INSTALL 8" SDR .35 PVC SEWER LINE @-INSTALL 6" SOR .35 PVC SEWER LINE @1----CONST. PRECAST MANHOLE PER CITY OF N.B. STD. 401-L @--INSTALL 4" SCHEDULE 40 PVC SEWER LATERAL ~}---CONST. 4" CLEANOUT TO GRADE PER CITY OF N.B. STD. 406-L . WATER CONSTRUCTION NOTES @---CONST. FIRE HYDRANT ASSEMBLY PER CITY OF N.8. STD. 501-L @--INSTALL 6" TURBINE METER ASSEMBLY AND VAULT PER CITY OF N.B. STD. 503-L @~--INSTALL 6" DOUBLE DETECTOR CHECK ASSEMBLY PER CITY OF N.B. STD. 517-L @--JOIN EXISTING WATER STUB AT BLIND FLANGE ~>----INSTALL 8" C-900 PVC WATER MAIN @--INSTALL 6" C-900 PVC WATER MAIN @>----INSTALL 3" SCHEDULE 80 PVC WATER LATERAL @----INSTALL 2" SCHEDULE 80 PVC WATER LATERAL @>----INSTALL 4" C-900 PVC WATER MAIN ~CONST. THRUST BLOCK PER CITY OF N.B. STD. 510-L-A @>----INSTALL 4"x2½"x2½" FDC PER CITY OF N.8. STDS. @--NOT USED . @>----INSTALL 6" BLIND FLANGE ' gEC_Ellll~~ j .t,• .. . KANA PIPELINE ·- I DRAINAGE CONSTRUCTION NOTES @>----INSTALL 3" SCHEDULE 40 PVC STORM DRAIN @--.INSTAtl 4" SCHEDULE 40 PVC STORM DRAIN @)---INSTALL 6" SCHEDULE 40 PVC STORM DRAIN • @---INSTALL 8" SCHEDULE 40 PVC STORM DRAIN @---INSTALL 12" SCHEDULE 40 PVC STORM DRAIN &--CORE DRILL EXIST SEA WALL FOR OUTLET NOTES 1. IN PROPOSED BUILIDING AND IMPROVEMENT AREAS, ALL EXISTING FILL SOILS SHALL BE REMOVED . It E I; E I V E D 2. SEAWALL, ITS DEADMAN AND ANCHORS SHALL NOT BE DISTURBED BE PROPOSED PILE DRIVING AND CONSTRUCTION. MAR O 6 2003 .3. CalOSHA PERMITS Will BE SUBMITTED TO THE CITY ONCE A SUBCONTRACTOR IS AWARDED WORK REQUIRING A CalOSHA PERMIT. SNY!IER-1.ANGSTON C\INC\Jr..-0 ·o 0 0 0 I ! I 1 1 fil 0) CT.I Ol ._,-10 C?Cr'?~"70 tOI.Ol!J~IO 1--w w :c u, w .J t--t- ~<~ _o <<~ :::c V') (!) ~ I-;;; u~ <We: V')I-~ ~:::ct; wU~ W~6 ,_J ~ Date:-. Drawn: Project No.: Sheet No: C-1 of aJ m m - r- I "' a: >-0.. 0 0 © o• ~" m-.~ 'w. :g N w-Nm m;J; i:; oi iz f 0 0 ~ " .. w ,; > 0 • > < ii g E CC li:i ,.!. ~ ~ ·-om >• m N-... ~G -~ ' I L ! ' I I I I .. -... 1' ,, \ < ,' i'.· ,, i ) " ' ,• ' ,------............ __ -· -----------....... ,. ,, / ,--------------·--_____ ,a.: \ ,' , __ -·------------- ··-·------------· ® APARTMENT BUILDING TO REMAIN ---•-•"'" .,. t 12" PiPE (OUT) , .... , __________ --- '.3/:. -.. x ' \),, ',, ''{;, ,, ,, ' ' ' _l :=,,;Al;i=::;= I '~ t 6'l1CK WALL \ \ \ \ L 1\ f. ··l>. '" v RE~EIVED MAY O 9 2002 SNYDEIHN«lSTON SCALE, 1" , 30' ZZid O<Cb -.J:c f-0. C -z ~ c( -.J 0 ~-w C Date: Drawn: Project No.: Sheet No: w rn ::, 0 :c m ::, ..I u C-2 of • -• □ C 0 'iii > w a: 0 z f-:r: (5 a: >-"-0 0 Q • l " I NOTES 1. IN PROPOSED BUILDING AND IMPROVEMENT AREAS, ALL EXISTING FILL SOILS SHALL BE REMOVED . 2. SEAWALL, ITS DEADMAN AND ANCHORS SHALL NOT BE DISTURBED BE PROPOSED PILE DRIVING AND CONSTRUCTION. 3. CalOSHA PERMITS WILL BE SUBMITTED TO THE CITY ONCE A SUBCONTRACTOR IS AWARDED WORK REQUIRING A ColOSHA PERMIT. CONSTRUCTION NOTES (l}---CONST. 4" AC OVER g" AB PAVING (DRIVE AISLE) @) CONST. 3" AC OVER 5" AB PAVING (PARKING) . @--CONST. 6" CURB ONLY PER CITY OF NEWPORT BEACH STD. 182-L @1---CONST. 6" CURB AND GUTTER PER CITY OF NEWPORT BEACH STD. 182-L (W-18") @--CONST. 3' WIDE CONC .. RIBBON GUTTER PER DETAIL HEREON @>---CONCRETE PAVING PER • ARCHITECTURAL PLANS @--REMOVE EXIST, CURB AND GUTTER • (Z)1----REMOVE EXIST. CONCRETE PLANTER WALL @--REMOVE EXIST. BLOCK SCREEN' WALL @>----CONST. CONC. RETAINING PLANTER WALL TO MATCH EXISTING @---SAWCUT & REMOVE EXIST. C_ONC. DWY & SIDEWALK @1----ADJUST STORM DRAIN MANHOLE TO GRADE @-CONST. EAST SIDE OF DWY AND RETURN PER CITY STD, 160-L (MODIFIED TO MATCH EXIST.) @->---CONST. 8" CURB AND 24" GUTTER TO MATCH EXISTING ®--coNST. 4• CURB ONLY PER CITY STD. 182-L MODIFIED @1----SAWCUT AND REMOVE EXISTING AC PAVEMENT @--GRIND AND OVERLAY EXISTING AC @>----JOIN EXISTING CURB ONLY I * >\~: {) ! I I I I I i I I . ·1 ,. .,;- c,[/'<\ 'r'" ~- \:' r ! i' ,• t I 2% co "' '° .-• ' "••••-.. •••• .. -•••••-••• •••••••••-•-' [_@ ----~-------------------------.. --••• -. ·,, . ' ' , -----------------------------------------, '' I FF=6.31 l i ' l I \ FF-10.0 J :A..,,'s. .. A.,'..,,.A../S.,.A,/, .. ·••''-• •·· ·• .. : .-.,, •· '-1 - _, , .. A, , ••• . A .. , '\.. A-., \. .. A-•'-... • ..A-., '',.A... ··"'.'."•t-' -·:-' •t----~:._'.,,_ - • ,A,., '-.,,_A,., , __ A_ "--·"= '._.A .. ,y-.A.., ·, .. AJ.>· .. ,,A._, -A-.{ _,,.._u,. -"'-• >,·: ·,.,A.,'.._,/'_ ,_,,-.,_, '-C•'=_<;;;{],,:__,,,,,,,.,._.,,.~~;,__", •• -✓-....,•· -f'"••· -,A_-••·-. ,,t: UJJL M--·"'+· • .,,,-...,,., ,, .. A-, .,_.,A;_, •,.. _, ., .. /',..., •• ... A .. ,,,,..,"-...":~A..,-'-...A-r~•A-/ ,.., ·.,A., ,.,,.,,.._ •, .. /", .. , • .,,A_,· 1, .. A,., ·•;,,,A,., ,.,A,., ·•-A-· --A_.-~, .. ;i<,...._1.,1_ • • ! 'Y .... A . .., ',.,A., •, .. A-•,.,A,.,·,_,,/',.,,/-,./',.,.,' ,,.A .. ,-'·-,..A_A_A.,, •c_A_,...,-,._/',;\_/ , •.. ,A.-... A... -,_..,,.._., • __ ..,,_. " A.....' ... A. .. ,"_.A.. . .," .• /'-._, .,_,,,..;_,,.. __ ,,.,.,. __ , __ ,. ,, .. ---- / \ SAND 8£ACH \ • 'V I 5 SCALE: 1" • 20'. AS BUILT PLANS KANA PIPEUNE. INC. 172 E. ORANGETHORPE AVE. PI.ACENTIA. CA 92870 av,JA·•~A: C, i1TLE: PJ!p71fef, H'/!M!t:£ ,e... DATE: -AREA COMPLETED • K,\NA. PIPELINE N 0 . N 0 • "" 0 >-a. 0 z " 0 '-' z -"' re " a. 0 w 0 0 < ~ WZi (/) <( Q -.J .J Oo.i w rec, 3 o.zo -C <t a: C, -~<g? -o <<~ z :::c V) (.'J ~bi < w ;;:' V) 1--LU -o: :::c :::, ~u~ w ~ >;:: W<o _J ~ Date: Drawn: Projecl No.: Sheet No: m -~ Cl c 0 -~ -, m Q: 0 z "" "' m - f- :i: "' a: >-Cl. 0 0 © ~ e. ~ -mo ~ -• w mN 0 w-Nm O> $; ~x Ol!i if fl ~ 0 0 ~ -" " 0 .; , C m > -< 0 co m_ • 'C --mw >< N --om > " N-~ --~~ ., ~ ·c-a of ; - NOTES 1. IN PROPOSED BUILDING AND IMPROVEMENT AREAS, ALL EXISTING FILL SOILS SHALL BE REMOVED . 2. SEAWALL, ITS DEADMAN AND ANCHORS SHALL NOT BE DISTURBED BE PROPOSED PILE DRlv1NG AND CONSTRUCTION. 3. ColOSHA PERMITS WILL BE SUBMITTED TO THE CITY ONCE A SUBCONTRACTOR IS AWARDED WORK REQUIRING A ColOSHA PERMIT. RECEIVED MAY O g 2002 SNYDER-IJIIG$l'ON l i SCALE: 1" , 10' ;; -• 0 C 0 •• > m 0: 0 z ~<~ 0 :: ~ -m-~~ _o 'w W N <<~ :;: -Nm m ',J, c3; :z I~~ .« -~ < > ~ g ~LU~ ~ i <1-0: "' .-V>-~ 0 < • O<S I t3 > < .o . " LUU~ E"7 " -•w ~N c- LU 0:::: G om ;: ; ..J<('.~ ~ rd I"~ Date: Drawn: Project No,: Sheet No: C-4 of - ' I 66 -------- I l ! ) '3' H:,, SCALE 1" = 10' WHEEL CHAIR RAMP DETAIL '1 0 0 0 0 0 C □ D 0 FF=14.3 EXIST. FINISHED FLOOR 14.06 OVER GARAGE 0 0 0 0 0 0 ' ' ' ,o ' ' " 0 ~ 3.33% ---------GFF SEE POOL SHEET DETAIL C-7 I I I I I FF~J0.5 CONSTRUCTION NOTES ·_\.'-"t ,,fl.;.----H ~• ,•••v SEE G)--coNST. 4• AC OVER g" AB PAVING (DRIVE AISLE) @--CONST. 3" AC OVER 5" AB PAVING (PARKING) @-CONST. 6" CURB ONLY PER CITY OF NEWPORT BEACH STD. 182-L @--CONST. 6" CURB AND GUTTER PER CITY OF NEWPORT BEACH STD. 182-L (W=18") ©-CONST. 3' WIDE CONG. RIBBON GUTTER PER DETAIL HEREON @-=--CONCRETE PAVING PER ARCHITECTURAL PLANS @---CONST. O" TO 6" CURB FACE TRANSITION OVER 3' LENGTH (?)---CONST. 12"W x 3"H CONCRETE CULVERT @---CONST. 12" x 12• CONG. JUNCTION/TRANSITION BOX FROM 8" PERF. PIPE TO CULVERT @>--=--INSTALL 8" PVC SCH 40 PER FORA TED DRAIN PIPE ' I i ' , 1P ~ ~=t--,l;~)==+_':_-----.,of:J'.-_lYc':·6~:f. --a,,;'<4, :/>g.1 i 1 ' ' ' · --1"18 ;;: • crT=o.20 u:!ll , ___ .J •··r < "," ",,' / ;"> (. \ e---,--· C:-,-"_~~"'-/ , ·(;, ·:it 6 I I I ' i ' &. NOTES i -+---+-!"' I l 1. IN PROPOSED BUILDING AND IMPROVEMENT AREAS, ALL EXISTING FILL SOILS SHALL BE REMOVED . 2. SEAWALL, ITS DEADMAN AND ANCHORS SHALL NOT BE DISWRBED BE PROPOSED PILE DRMNG AND CONSTRUCTION. 3. ColOSHA PERMITS WILL BE SUBMITTED TO THE CITY ONCE A SUBCONTIRACTOR IS AWARDED WORK REQUIRING A ColOSHA PERMIT. I ~ ' _J I <J<J r L L N 0 ' N 0 ' "' 0 --A-s--=s~u=,1.:=r :::PLA-:-=NS;;---i---1 KANA 1'11'1:llllE, INC. BY: 172 E. OAAIIGETHORPE AVE. PLACEN!lA. CA 92870 fl (714)988-1 ,.I. RECEIVED JAN 2 7 2003 SNYDER-IANGSION SCALE: 1" • 20' 0 z N 0 ' O> 0 ' "' N 0 ' "' 0 ' "' N 0 ' 8 ' "' d , I / . r• tit,ll; talm,-i ..... t • o~,""" ••·" • !~~i lw-<$ ~ • J!~ ;! ~o~ ~ ;, 1 .,;,';~ ,.,,,,,:,',.~ ... i Date: Drawn: Project No.: Sheet No: 0 z 0: >-"'-0 0 © C-5 of • 1 i ' ' I -I . . ' \ _,./ ---< --\, ~"'1-, \ \ ' \ \ ----~ ------I MAIN ENTRANCE VIEW SCALE: 1" , 10' CAL TRANS NOTES 1. ROADWAY EXCAVATION AND RELATIVE COMPACTION SHOULD BE IN ACCORDANCE WITH SECTIONS 19-2 AND 19-5.03 RESPECTIVELY OF THE CALTRANS STANDARD SPECIFICATIONS, JULY 1999, 2. THE JOIN BETWEEN EXISTING PAVEMENT AND TIHE NEW PAVEMENT SHALL BE SEALED. 3. ALL WORK WITHIN THE STATE'S RIGHT OF WAY SHALL CONFORM TO THE REQUIREMENTS OF THE CALIFORNIA DEPARTMENT OF TRANSPOR- TATION, STANDARD PLANS, DATED JULY 1999 AND STANDARD SPECIFICATIONS DATED JULY 1999, 4. PAVEMENT REMOVAL SHALL COMPLY WITH STANDARD SPECIAL PROVISION OF ENCROACHMENT PERMITS UG16: "PCC PAVEMENT TO BE REMOVED SHALL BE SAW CUT TO A MINIMUM DEPTH OF SIX INCHES (150mm) TO PROVIDE A NEAT AND STRAIGHT PAVEMENT BREAK ALONG BOTH SIDES OF THE TRENCH, AC PAVEMENT SHALL BE SAW CUT TO FULL DEPTH." 5, ALL UNDERGROUND UTILITY COMPANIES SHALL BE NOTIFIED AT LEAST 48 HOURS IN ADVANCE PRIOR TO CONSTRUCTION. ±15.5' ±21.8' 20'+ --,I<~--'==-----+---~-------- PACIFIC COAST HIGHWAY (EXIST) ,-: 3' Q. ' 3' °' ,w WI~ ~ >---' <( >--°' >--::, u (/) () w ±3.0% 2.98% MINIMUM CONCRETE THICKNESS 150mm (6•) SECTION "A-A' SCALE: 1"=10' CONSTRUCTION NOTES ,-: Q. :c c., <;_ u [D 1.87% (j)--CONST. TYPE A2-200 8" CURB AND GUTTER PER CALTRANS STANDARDS @1--=--coNST. CURB RAMP TYPE C (MODIFIED PER PLAN VIEW) PER CALTRANS sm. RNSP ABB (z}--SAWCUT & REMOVE EXIST. CONG, DWY & SIDEWALK (.-..~,1 s,-u :..,;.i: m" i;\>_J -DENOTES CUTL/NE) @--CONST. DRIVE APPROACH PER CAL TRANS STD. A87 @......:.--IPLACE GRAVEL BAGS ALONG AS SHOWN, TWO BAGS HIGH, PER CAL TRANS "WATER POLLUTION CONTROL PROGRAM" @--CONST. MODIFIED DRIVE APPROACH PER CAL TRANS STD. A87 [FOR CONCRETE SECTION] ~ SCALE: 1" , 10' UTILITY NOTE: BASED UPON AVAILABLE INFORMATION, 11-IE UTILITIES Wlll-llN PACIFIC COAST HIGHWAY APPEAR TO BE AT LOW RISK DURING CONSTRUCTION, 11-IE CONTRACTOR SHALL BE AWARE OF THE EXISTING UTILITY LOCATION PRIOR TO COMMENCING WORK, AND UNDERGROUND SERVICE ALERT SHALL BE NOTIFIIED WITHIN THE REQUIRED TIME PRIOR TO DIGGING. THE EXCAVATION DEPTH IS 12" OR LESS IN THE DRIVEWAY CONSTRUCTION AREAS. Underground Service Alert CALL BEFORE YOU 01G CALL•TOLL FREE 1-800 422-4133 TWO WORKINC DAYS BEFORE YOU DIG I I EAST GATE VIEW PACIFIC COAST HIGHWAY - ·.,:: ,-; .. -... ~""A 2' 4' 41 17 11' ' ----- °' w " ,i: () ~ z -' a, ;;! ~ ' f-°' 15 0 ,._ ~, ...I 0 ,._ "-;:,, 0 ,-. z (/) Q. 0 ::J "' ,._ ~ 2% 3.74% 1.80% 10.0% -).,'>-~:~ ,, .. :.:!::-,··; ., ... , ·-·'•··•l''"';:'·.:J:4 --' ~ .::i, • '. =: ·-.~,. MINIMUM CONCRETE THICKNESS 150mm (6.) SECTION ·a-a· SCALE: 1"=10' L----------------------------------------------------------------~ VIEW INDEX NOT TO SCALE AS BUILT PLANS ICANA PIIWNE, INC. 172 E. ORANGETKORPE AVE. PLACENTIA. CA 92870 (714)986-1 BY: DATE: /t.,U l'IECEi\l!ai:l JAN 2 9 2003 SNYDER L'.NGSTON .., 0 ' • .. N • ' 0 ~ 0 ~ €§! ~~ c ~= ~o 0 =~ ·,;; =o =~ > ~~ Ill'-• O'. 0~ ~ .. 0 ~ 0 z Z ►W !~ -c( (I) .. "< •• • u,35 •• -• ~o -~ $~ •• !z I.L :c • < "< o. ~-_, '< wo! Oe "< <ro ~-::& I-.J ~~ <" ·-<• ·-W:c (.) •• ~~ >c,o -· •• •• ti o-z •• ~= • . IX: l:C <( •• . , %'; -· a. Cl) .J •• ~, •• •• .. ::& z w 0 • .. , . •• -c( I-"" "' l:CO "' - I-:c ' >--:c ..J '--" -rr c( >-a. 0 0 0 ([l) • ~<~ :a. ~-•• -o •• WN <<~ 0 ·~ Nm i! :z :c V) <-':I ~ ;f -~ ~tJi ~ 0 0 ~ .!! ,<LI.Jo: • "' v,1-~ • • C • • ~:Ct; ~ 0 •o ·-wU:=: e ., ii; ;;; ~N c-LLJ~B -~ >;); ....1<~ N-. ,. wJ ., :,' Date: Drawn: Project No.: Sheet No: CS-A of 'j ' ' I T ,j z t,.. w I w (I) ,-,,...-..-,....,.....111 SEE .PATIO AT LOWER ------- WHEEL CHAIR SCALE 1• = 10' LANDING IS 6' LONG AND 4' WIDE RAMP DETAIL 3 WHEEL _&. SCALE 1" = 10' GFFz5.0 ·;,. SEE RAMP 3 = DETAIL BELOW C □ 0 0 0 FF-10.5 SEE POOL SHEET DETAIL C-7 ---------------------------------------------------- CHAIR RAMP DETAIL 2 U.S. PIERHEAD LINE CONSTRUCTION NOTES (I}--CONST. 4" AC OVER 9" AB PAVING (DRIVE AISLE) @>---CONST. 3• AC OVER 5" AB PAVING (PARKING) @--CONST. 6" CURB ONLY PER CITY OF NEWPORT BEACH STD. 182-L @1---CONST. 6" CURB AND GUTTER PER CITY OF NEWPORT BEACH SID. 182-L (W=18") ©--CONST. 3' WIDE CONC. RIBBON GUTTER PER DETAIL HEREON @>---CONCRETE PAVING PER ARCHITECTURAL PLANS @--CONST. 6" MOUNTABLE CURB ONLY TYPE 81-150(6) PER A.P.W.A. STD. 121-1 FDC > NOTES 1. 2. 3. IN PROPOSED BUILDING AND IMPROVEMENT AREAS, AUL EXISTING FIUL SOILS SH ALL BE REMOVED . SEAWALL. ITS DEADMAN AND ANCHORS SHAUL NOT BE DISTURBED BE PROPOSED PILE DRIVlNG AND CONSTRUCTION. CalOSHA PERMITS WIUL BE SUBMITTED TO THE CITY ONCE A SUBCONTRACTOR IS AWARDED WORK REQUIRING A CalOSHA PERMIT. 5 1 SEAWALL P SCALE: 1" • 20' \::• r, . . [: ->;!., ''-JL RETAINING WALLS X 9.\ L ,9 ·,2 'J' SY: TITLE: t:~TE: fa-'j -o~ 0 &A TIO/PLANTER SCALE: 1" = 10' <]<]<J 0 e, N "'?' 9 "' N N 0 ' ' N 0, 0 0 • ~J SNYDER-I.ANGST® "'W&~f+'Jl<,-:;~-•:f1;"_'.'Jik:S."" 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I ;i: q\:J: ► ! n t i t,f;'.'' li•J ;~ ~. -')'{ i--' 1•j tt1 ,,:1 ,!!,_, \~ ''Ce'\ ft \ ·.iii f !fl \ts i "e,J .\.);; ff i0 ~" l,;.j " "'-~I •i§ ~ !11 tiJ tQ ;\I 7h ~-~ if i~,: f¼ 1£ it z 0 -f m 1/1 • • ~ \ ! 70 ~o \ -~ -l -~·-,1· :rs$8-:r x·•-: ·+··1·· . - . I" :·~•-:•T· ·t-:(t~•--··\·-t;t·· •• ~-..... 1~+--1--rr--1· r-,--~-<-~--,~r-1· t -~·j·-rrn· •t' I~, -i· 1-r-,-1~,-l-v -~ ,,-,:.J-+( •• , •...... \ , .• J .• ,;,,,j~-_, _ _,_ -i-i -l--j r-,,<--,·+7++--:~r--r-,-+·,T'1'"~··r·t1t~~--i. ·I "i""c·t~~---. . r, '' .t:l 1-j-fl1ii••·i-H1il1ltL1, I·-·•-·' ·+•f·.r.·j+-,-rli•+: :·:-i·,·,-1·,,·1Hrl ·n-14-,,-,-·/J·jll , .. ,.J 1·\i'"'"•-..L.f,-t-TI+ 1·-J-·@ ~ ~+ _..,,.•-!--~-""-++e-;, ... i T"l"f 1·++·,-..n-·/-kl-1•,.."''~t-r-·, ... •• + ! +-\--'-' '---L!-.i--+-~--'+<--' --++-:.t·--:1, r·~\--1.l.--~---!+-i--0 -:-+--i-,-'-=•'"--:--·/,•; .. --+:j;· -A-d----1--J ... H' ' ' I ' ' • ' • ' ' "' I ' ' 'I ' . -' \-' " ' ' ' ' ' ' ' ' I ' ' f ",' ' I • ' ~-f--~-~ i--r----+-r --t---~ -, ..... ,. 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'"'"""' ~ A . .,,if'•~-.,m1,?' • • , " '"'' --\I ,j!'"'1 ,t/" ,w~v., ' . ; \;;,_ --•1',, d,l~c,;:#' ' -"" • "' • " Ir,. ,,So ~ ,J,! -.. ·"' ... :u .... > i~~~~: -m$!!ii\: C: I"''" .!, :!I z-., -"-"it:: Ill }> ; ~ !:=i , 'I' n :,: ;;; -o /. .. ,..ol" r- •""' J:!.te::o-~ il ~ ~ Ni,:i%.., :~ ~mP ,..-.. s'/,. Ol> 0 -'t?: < " m •"' • """'""-" ;!J A,,.._.,, .,,,,,,¢--• .,,,.,_,.,,, • 0 m :.9_ 0 -0 0 z -' • • 0 -e LEE & SAKAHARA ARCHITECTS AIA !T£e !Ba//r;a !Ba? <&/a#' dd 9le.Jcr/ ~uy ,;/feuywd 9/ead., ~a~.rAh PRECISE GRADING PLAN -· ·=--., _ _-.,-,,___ &a. p ... ~ .. ..,,...~.,, .... Jl'.:~---5~~-·c-:-V~u. 2~~'it''- &, NEW GRADES AT POOL DECK DETAIL FOR DOCK ADA PRKG STALL ~ ADDEO PARKING CANOPY I --.J ARCHITECTURE PLANNING INTERIORS 16842 Von Karman Avenue, Suite 300. Irvine, CA 926006-4960 TEL: 1949! :rnt-1100 FAX: (949) 261-1144 1-------• POOL AREA DETAIL -HOTEL ge,,e/ope.r.•Jnt-nJ1cna/fB"? ~M~ J.ne. © COPYRIGH-1998 T~Jg Do<'llment ls tlli ~c~rty oi LEE & SAKAHARA ARCHITECTS AIA, WO. and d1a11 n-:.1 I -be re~r0due<1d without th& written conseflt of LEE -!, SAl<AHARA !O.ROHITECTS AIA, INC. , •~oos,~ESA. CAL\17. 9 8 l , -(1t4l 24t"Sb~~,i.:n x --"' if.(<,_ & AEV~EO RAMP AREA AND SMALL PORTION OF DECK NEARBY & REDESIGII PRmSE GRADING AS SHOWN GRADING JO MATCH ASBUILT GARAGE No: Revision: ' 09-02-02 09-02-02 5-09-02 5-09-02 Date: • -ro .,., ffi I -1 • \ CONSTRUCTION NOTES (&-CONST. 6" PVC PIPE @--,CONST. 12• RCP (SEE PROFILE FOR D-LOAD) @--CONST. 18" RCP (SEE PROFILE FOR D-LOAD~ @--,CONST. 24" RCP {SEE PROFILE FOR D-LOAD @-CONST. 30" RCP {SEE PROFILE FOR D-LOAD @---,CONST. JUNCTION STRUCTURE TYPE 321-1 PER APWA STD. 321-1 @--CONST. JUNCTION STRUCTURE TYPE 332-1 PER APWA STD. 332-1 @---,CONST. JUNCTION STRUCTURE TYPE 331-2 PER APWA STD. 331-2 @--CONST. CURB OPENING CATCH BASIN PER APWA STD. 300-2 (!HH0[1) @ INSTALL FLAPGATE ASSEMBLY PER CITY OF NE\\l'ORT BEACH REQUIREMENTS @'--CONST. CONCRETE COLLAR PER CITY sms. /jj>---INSTALL 30" H.D.P.E. STORM DRAIN [SEE PROFILE FOR SPECS] @-CONST. HEADWALL PER CONTRACTOR'S RECOMMENDATIONS @e---CONST. 12"x12" BROOKS BOX PER DETAIL AT RIGHT !®-CONST. 8" PVC STORM DRAIN @,__-CONST 12" PVC STORM D Al 1. TO BE CONSTRUCTED \IHH KRISTAR ENTERPRISES, INC. FOSSIL FILTER: FLO-GARD CATCH BASIN INSERT FOR CURB OPENING INLET ---------------- CURVE DELTA 25·37'22" B 4615'46" C 03"07'48" D 4211'29" 3014'50" 45'55'44" G 06'00'21" 56'12'45" I 21 '26'12" 21 '26'12" LINE N29'4353 E• r- 1 DATA TABLE RADIUS LENGTH TANGENT 45.00' 20.12' 10.23' 45.00' 36.33' 19.22' 2574.00' 140.61' 70.32' 45.00' 33.14' 17.36' 45.00' 23.76' 12.16' 45.00' 36.07' 19.07' 45.00' 4.72' 2.36' 45.00' 44.15' 24.03' 45.00' 16.84' 8.52' 45.00' 16.84' 8.52' -,..--- TOP OF CONC. AT HOTEL 0.50% --------------- BROOKS N. T.S. TOP OF GARAGE 0.50% ----7 b-..12"X12" BROOKS BOX BOX DETAIL TITLE: !CANA PIPELINE, INC. 172 E. ORANGETHORPE AVE. l'lACENTIA, CA 92870 , 11141sas., . I) n . ClA-t~~L--Vt ----, 12 1--1 ,lf1<i ~I REtEIVED JAN 2 7 2003 SN'IOERutlGSlOII ~ SCALE: 1" , 20' M N N ~ 0 0 0 0 • • • • 0 m "' ~ N 0 0 -' • -• ' N "' "' 0 - ;;; 0 !! ~ ~~ ~ gx ~~ z;" "" :<..., ~~ >~ =-oo.; .,,. ~~ ~~ ~., oz w!i' o'w ~< ww "'~ !i't)j --"'~ cc 51:S "~ ~§ "'~ ~~ ~!I! ooi,i w< ~> ,Cit r..~ ~< ~; 8~ go CCo 00-~o as< ~< 0~ 800 02 w. ~" "a I'" ~2 @~ I i! !il < <El <ii <El ~ zw -.J c(-a: u. ci ~Q. a:eta Oz t-<C (/).J Q. Date: Drawn: Pro Jee I No.: Sheet No: Cl) CI: 0 CI: L.LJ f-~ (!) :z :z z: <CC ...I 0.. L.LJ CI: ::::, f- 0 LU >- I 0 CI: <CC 0 0 • " .. -~ ro 0 • ~ ~ ~!!r! ~< 0~ ii'"' o'" -Erl c ~1, 0 "~ --<~ w ·s il'io w ~~ 0: ¼w We, ~z >o w~ ~< <El 0 z lo -· J!!-. •• ,. •• " 00 zw -, •• ~g ~· o• •" -· Ii'• •" -~ ~-•• •• <" ·-•• ·-.. ! •• •• "o -0 os z,';: '. "• Oz <>-: ,, -. -•. -" 0 • • 0 s • "" • 0 0 • 0 • . . :ca ., '" "" cr, cr, ~ ' f--:r: (!) -a:: >-c,_ 0 0 @ 0 0 M c-a of I \ I l I -I ! ! ' ·' ' ! I _i' . • ' I DRAINAGE CONSTRUCTION NOTES @-INSTALL 4• SCHEDULE 40 PVC STORM DRAIN @)1--=---INSTALL s• SCHEDULE 40 PVC STORM DRAIN @--INSTALL a• SCHEDULE 40 PVC STORM DRAIN @1---INSTALL 12" SCHEDULE 40 PVC STORM DRAIN §--CORE DRILL EXIST SEA WALL FOR OUTLET AS BUILT PLANs··-I ' ;::. __ . . KANA PIPELINE, INC. • ' 172 E. OIIANGETHORPE AVE .,... PLACENTIA.CA92870 , • ·•;',,,,,. (714)886•1 . ~I ,, "·'\ BY: • , . •_a.,"A{,<,' •• ' • • TITU,1, 1flqg£/y_A7tlff,,;µ"" 1 --•". I DATE: 5-9-c,3 i .·· / -AREA COMPLETED '--"-"-"-"---'·--' REUEIVED MAY O 9 2002 SNYDER{ANGSTON SCALE: 1" • 20' - • -• 0 C 0 ·a > ID a: 0 z zwc, go oz _;ii-. •< -c,; •• •• ot; ·~ <C~~ -i:i: ·O •• ro< "< "• •• a:zi ~~ •• •• •• Cci! illj ~o •• •• w< w< "" ~a: rl ., ' ti • ... •• •• a:c :S j; .\:! 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S££ SHE:£T C-11 FOR AR£A DRAINAGE VIEW B VIEW INDEX SCALE: 1" 100' BY: TITLE: I L AS BUILT PLANS KANA PIPELINE, INC. !72 E. ORANGETHORPE AVE, CENTIA. CA 92870 (714) 986-t DATE: 5 "'l ;O 5 DRAINAGE CONSTRUCTION 0 PVC STORM DRAIN ®r:::~ INSTALL 3: SCHED~t~ 1a PVC STORM DRAIN @--INSTALL 4 SCHED PVC STORM DRAIN @r-;::;:-INSTALL 6" SCHEDU~ 1g PVC STORM DRAIN @--INSTALL 8" • SCHEDU LE 40 PVC STCRM DRAIN @,-~ INSTALL 12 SCSHTEDSUEA WALL FOR OUTLET 0--CORE DRILL EXI NOTES ' RECEIVED MAY O 9 2002 SNYDER-LANGSTON SCALE: 1" = 10' '"' Z Cl)" zz ---<<Cc a: ..I a:C5 LI. ID C0..1 ow a: I-~oai a: <C 0~ t-~ u,g 0. Date: Drawn: Project No.: Sheet No:· N 9 Q) "' -0 " ' 0 ~ go ~;;i; •·· •< •• ob ~ I:' •' <( ~ oo< "• "• ~~ 1i• -~ •• <• i::, ~ '& ·-• . , w. wo "" 0~ ,. =• •• f= ., • 0 :i -. '. ,. "• Os oo • " . ,. "" "' 0, 0, ~ c-I '-" CI: >-Q_ 0 u @ C-10 Of j .. . . 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VIEW 3 VIEW 4 VIEW INDEX SCALE: 1" = 100' AREA DRAIN NOTE FOR SHALLOW DRAIN APPLICATIONS, USE 6" NOS SPEE-D BASIN NOS. 101, 201, 250, OR 300 AS NECESSARY, OR EQUIVALENT DRAINAGE CONSTRUCTION NOTES @>----INSTALL 3" SCHEDULE 40 PVC STORM DRAIN @---INSTALL 4" SCHEDULE 40 PVC STORM DRAIN (@>----INSTALL 6" SCHEDULE 40 PVC STORM DRAIN Lh @--INSTALL 8" PERFORATED DRAIN PIPE AT GRADE I ,, I , I ,-.·------... ,.J BY: ·nn.e, AS BUILT PLANS KANA PIPELINE, INC, 172 E. ORANGETHORPE AVE. --<•~ENTIA. CA 92870 14 {.fe,~-X., ECEIYED 'tt~ MAY O 9 2002 SNVDER-IANGSTON SCALE: 1" • 10' z (/) C, go •• . . •< _.J; •• • '. ~ 00 <t -c zw -e ·r ct ..I <o •• w< -- " 1-5 8• e< -r li< . ~ wm <w ~-<W Cc..1 rw <" ,_ ~: w ... ~ lli. ~~ti "' -· ;~ ' . •• •· ct :c ., .. -· .!! 'ii "a: i! • 0 •• "• .. o, oc .. Eo "" oc, m m ~ct ~ ' f-- 0~ :r: ('.J -rr >- CL 0 ct 0 g ~<g? 0~ ~ ;, m-~ .,_ -o '~ :g N << ~ ~-Nm mo\ <3: z J: V) -ai U: " ~ I-~ _a; 0 u~ 0 ~ <(W~ ~ ~ V) I-::\! .. 0 e • ~I~ > < 0 •o ·-wU~ E~ ~ re e-w~i 0~ >~ ...J<(~ N "' ~ --w~ wW -~ Date: Drawn: Project No.: Sheet No: C-11 of ' . ,· ' <' NORTH SECTION IA-Al SCALE, 1• ■ 4' 4.0' 15.50' PARK/NC 2.0% 10 .... ,., -·-..... , ................ ·"'-""" ""'"'""" .. ,.,,_,, ................... . ---·· ... , , ... ,,, --······ __ , ......................... ··---.. ···-·····- ...... , .......... ___ ,, ''"'' .......... ,, /3,JO FF '// //,"/.-:,('· / / / I 7.1 2,0 hl C, u. 0 0 ' ~ -'\ofJ 8 ' • J.O' O> 0 • • . J • 15.QO 2• of J/4' GI/A VEl W/GEOTE:XIILE COVER 2.0% OD :::l ~ 1.55% 7.00' SIDEWALK • '"-··· 8" PE:RFORATl:D DRAIN PIPE -.. --,: '• \.' _1,. ., ·.,.·;·; ,· "·•;I_;, ' ' , ' ,• . . ' f' r. C 'i-· .> ,~, H •'"'• ""'· , .• 56.00' {CURB FACE .TO OURS FACE); 1.77% ' ' ' : ' .,,,, ... _ ... ,. ................ ,,,.,:,_,) ., ... , .. - ' ' ' ,.;., . ,.. ·, . '.1l J:> . ., ' ' ' -<'. • ;, .. ~: :,. \ • ... ; ;,;;· . .. • ',, :, " ' ': ,' ,_-, ., "···· ,' ' "'"•--••••M•-n ""'•-••••-••••--"'""'" __ ,,.,.,.,._., ... _ .,-.. --•• •-"•••• -,om•• f EAST SECTION.IB-Bl SCALE; 1• .■ 4' .......... ., ... , ,,. .. ,,"''''''"'-····· ---~--·---··--··· ··-..... -····· ' - -, .. • ' ' ' . : "'' ·.' ·., " ',!.. AS BUILT PLANS . • KANA PIPELINE, INC. 172 E, OIIANG!ffi!ORPEAVE, PLACENllA, CA 92870 •. (714)986-1 R,Ec;EIVED JUI( l 2 2002 Sll10!'.MNiGSIOM ' ' ' ,<' <] <l ·~< ·-<< :tVl ·~t; LU <..., ~-·~:::c ·U l±j,x ..J<( Date: Drawn: Project No, 0 Sheel No: . • 3 { .' ! /4] U) er: a ·cc. w I- " "" o· f • ... -. ., ' . N· ~,:r - ' " ., ·'" .. " .. ' -,-. ~· c.~ ·,2.-: .·!@. ·;,-.,,. '! . ' <61 ~ ·_:;-. 11}7' Q: 0.-z . ,- :r: '-" 0:; :ll " ~ .,. '0 ~.~ g -~= =;i; (3~ ;;,; . .< -~ (.!) -~ ;;a;; ~ z d 0 z ~ <: ~ ...J Cl.. 00 w .; ' ., er: -:::, > -< I-c,l (.) --e ., UJ --•o I-"= .:C c-o= 0 -•>" ~ er: N- ~ .. <: ~~ " I" ' . c-12 of'· ,., ' ' • "-'~· 1-J ;'. · .. -, ' ., j r ~ -~-,. ' . . , ' : ' • i ' i t ... : \ \ \ -~ ' . '- \ a_,,.;.. •·" ' \ MAIN ENTRANCE VIEW SCALE: 1" , 10' CAL TRANS NOTES 1. ROADWAY EXCAVATION AND RELATIVE COMPACTION SHOULD BE IN ACCORDANCE WinH SECTIONS 19-'2 AND 19-5.03 RESPECTIVELY OF THE CALTRANS STANDARD SPECIFICATIONS, JULY 1999.. • 2. THE JOIN BETWEEN EXISTING PAVEMENT AND THE NEW PAVEMENT SHALL BE. SEALED. 3, ALL WORK W1TIH\N 'THE STATE'S RIGHT· Of WAY SHALL CONFORM TO THE REQUIREMENTS OF THE CALIFORNIA .DEPARTMENT OF TRANSPOR- TATION, STANDARD PLANS. DATED JULY ·1999 ANO STANDARD SPECIFICATIONS DA TED JULY 1999. 4. PAVEMENT .REMOVAL SHALL COMPLY WITH STANDARD SPECIAL PROVISION OF ENCROACHMENT PERMITS UG16: "PCC PAVEMENT TO·BE REMOVED .SHALL BE SAW CUT TO A MINIMUM DEPTH OF FOUR INCHES (100mm) TO PROVIDE A NEAT AND STIRAIGHT PAVEMENT BREAK ALONG BOTH SIDES OF THE TIRENCH; • AC PAVEMENT SHALL BE SAW CUT TO FULL DEPTH." 5. ALL UNDERGROUND UTILITY COMPANIES SHALL BE NOTIFIE,D AT LEAST 48 HOURS IN ADVANCE PRIOR TO CONSTRUCTION. PACIFIC COAST HIGHWAY ;.o.2'.;...::3:..' .-.c:5:..' 4-__ _.:1.::6:::.2c..;4c...' ---f"'---1"2c..4.c' __ ,,_ __ 1cc2cc • .c.4_' --+--____ _ 0: w l'c! z I-'31 ::, 0 c., Ii '"-0 0.. :::; u m 2% J.69% . Z.0%· . 4.03% 1.70% .::--5 w.;11.o; ,., ;::3$-f~'>-' ;.;,,--:~,t:-.-;··;.:-.;-,:,-l·-:·•.c •;, -~::iw.•;; ~,;;.,;,..; r ,,: . .,,,>.~ f.'..-:, ,> .. :.:---;;.if## .. -: SECTION • A-A• SCALE: 1"=10' = CONSTRUCTION. NOTES . -' -. ~CONST. TYPE A2-200 a· CURB AND cumR PER CAL~ANs .STANDARDS • • • • .• •• • @!---CONST. ·CURB RAMP TYPE B (MODIFIED PE;R PLA.N VIEW) PER CALTRANS.STO. RNSP A88 (Z}--SAWCUT & REMOVE EXIST. CONC. DWY & ~IDEWALK . •. • ... •· .. ". :0 • • . .. • ·• (Ur-CONST. DRIVE APPROACH PER CAL TRANS S"fDi A87 • . . : . . .' . @ • PLACE GRAVEL BAGS ALONG AS SHOWN, TWO .i,AGS HIGH, PER'CALTRANS "WATER POLLUTION CONTROL PROGRAM" . : ··*· . •. : · · • . · @-'-CONST. MODIFIED DRIVE APPROACH PER C.AL TRANS STD. AB7 [FOR CONCRETE SECTION] • ~ .. SCALE: 1" = 10' . . .. . . -, , .. ' . ' .,-'., . .~ ' • •'.. /_, I EAST. 'GA.TE. VIEW• I ·,SCALE: 1"-10' • /, -~ u a, EAST GIA~;• .• VIEW,..,...,,.. ·; MAn,1 'ENTR4NCE ///// •• __ . -•. , VIEW_~_...,. .... ..-. j ' ' • I I ~ ~ i l 1~ 'Cb 1-- '-------...-~'=~ 1; __ ---':l..--~ -'7-~-------:---.,---_-:-_ _::_..;:.,'._,_:_ C: --..... • ~-----___ ,.;._,:.,..~ ---....:-;.:...·..,.,:"':'--.. ;;--"'---~~....:.--__ ..,J :,, . NOT. TO·$Cl',L£ . ' " . -- •. ': '•• "' . . ; ; ', < • ,, _. ltl! ti i: I V t.D . JUN 'f2..WD2 • .• ' \" ':s.• > SllYDEl!~ ' . ' ' "' . N. 0 • ' 0, • • 0 a • "' ' ?! c -::, !ilu Q ', •en~ • > ~§ • .. ::;s "· I!" • •. !!! . . • . ~ 0 . z >< .• i~~~-' • .. '•' . '-· i. ' • ' ~··· ....... ~ • . •. ·.~ ~ ~1 .~. ~ t j ~··~·~ ·~ ·.~. ·l .··~ ~~ ~· .·.~ ~·. ••• •. ~. . .. 0-ate. Drawn: ,(. 'Pfojeol NO.; Sheet No: . .c. -1,3· . , ·.·. . . ' . . ot" ~.-· . ' ' • . . I , ' ' I -I ' ' ' .I i i-i i-i ' 1 ,, ,. ' ' • z 0 ~ § I I-z 0 0 re f a, ,,. 0 I- ffl :c II) ~ II) SEWER CONSTRUCTION NOTES @>---INSTALL 8" SDR 35 PVC SEWER LINE @-INSTALL 6" SDR 35 PVC SEWER LINE @>---CONST. PRECAST MANHOLE PER CITY OF N.B. STD. 401-L @---INSTALL 4" SCHEDULE 40 PVC SEWER LATERAL 0>---CONST. 4" CLEANOUT TO GRADE PER CITY OF N.8. STD. 406-L CONTRACTOR TO VERIFY HORIZONTAL AND VERT/CLE DISPOSITION OF EXISTING SEWER FACILITIES PRIOR TO CONSTRUCTION. ,_ RE«:IEIVED -~ MAY O 9 2002 SNYOEJ!!ANGSTON SCALE: 1" " 20' ' ~ . ::.a ::;: :iO 5 ~ a:Zi w<tc ~ .Jd a. i W ►! (1)1--d -.J -1-- :) ~~g <<~ z J: V) C, ~ I--:z U! < u.Jce V) 1--w -o: ~ :::c ~ u~ .w~ ::c LU<(o ....I ~ Date: Drawn: Project No., Sheet No: • • 0 C 0 • > ID O'. 0 z ~ ' .~ ~<' , . •• .• ~ hl ' ~~ "< •• o. ~~ •• ~--~ ~-~~ <" ·-<• ·-•• t:I g "" -· 0" ..,:; :p .. :.-·" :Sf .;!'j -·· i8 Eo " .. 0 • .. •• •• "' 0, "' - f-I "' a: >- Q_ 0 0 @ o" . " m-. -' '. :g N ·-Nm m• c'.5! -~ -~ e > = 0 0 ~ • 's "' .. > ~ > < eo .e E., .-~~ e-om > o\ N-... . ~ mW -· C-15 of .J, I I I ' i I I J ,. -~ ~ 11 . ·" .,, 5.35 INV POC CONTRACTOR MAY 8£ ABLE TO US£ EXISTING SE'M'R FACILITIES AT THE WEST SIDE OF THE HOTEL, IN L£IU OF PROPOSED NEW CONSTRUCTION, IF A FIELD REVIEW OF THE CONDITION AND £LEVA TIONS OF THE EXISTING SEWER PROVES SATISFACTORY TO THE CITY INSPECTOR 1 ' SEE ,. ., SHEET C~7 FOR CONTINUATION ,, .,, ,, ,, ., / ,, ,,, ," ,~\ ,,,,.,,.,,,,,, \ _.,,/ ---r (/ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L __ _ r L I -L,_----·····-' CONTRACTOR TO VERIFY HORIZONTAL AND VERT/CL£ DISPOSITION OF EXISTING S£fl!':R FACIUTl£S PRIOR TO CONSTRUCTION, I I" ~ ~ ~ ~ I I I I I I I I I I I I I I SEWER CONSTRUCTION NOTES @1---INSTALL 8" SDR 35 PVC SEWER LINE @---INSTALL 6" SOR 35 PVC SEWER LINE @f---CONST. PRECAST MANHOLE PER CITY OF N.8. STD. 401-L @-INSTALL 4" SCHEDULE 40 PVC SEWER LATERAL 3>----CONST. 4" CLEANOUT TO GRADE PER CITY OF N.B. STD. 406-L ~INSTALL 10" SDR 35 PVC SEWER LINE AS BUILT PLANS , ... ·" ',· KANA PIPELINE, INC. 172 E. OA>,NGETHORPE AVE. ~ '.•, PLACENTIA, CA 92870 (714)986· BV: TITLE: #ht/A6&P-, ~-j DATE: REt;EfVED MAYO 9 2002 SlfYDER-!ANG$TON ' SCALE: 1" e 20' N 0 0 0 " ' ' O> N • 0 N 0 ' ' "' " "' 0 a: ~00 w mz " ~o w o,= u, w< "°' ' 00~ 0 ~ %w -0 ~"' 0 w zz ~ ·-~~ > ~ © 0 a: ~~ ;oo w 00" " zo z "''" <( " :,: w 0 ~ <El ~ 0 z ccz .c io <2 .. ---:ii -i .. •• •• w~ 0 oti 2W -. z '.f ~ :~ ~[ "< C, ~~ <r "< "• z ~~ ~-<W -rw C <• w> ·-•• •• ..I •• • . , -•• :, C _! (/) t-,, m ~tr: •• •• 1& _, -..I ,, 1ei .J ~ !, 0 O &g .. ~ ... -o •• "' t-:c 0, 0, - :) ' >-I 0 -a: >-0.. 0 0 <Q) • ~<~ o, ~-m '7 ·-_o '~ ~N <<~ 0 ~-Nm m ol ~; z IV>(!) ,v· ~ -~ ~ 1-z ~ 0 U! 0 ~ J'l <(Wa: ·s 00 V>C: ~ • , 0 • > Cl($ ::c t5 < 0 OQ ·-e-wU~ ' -' ·~ >,< N o-W~6 •• > ;:; ...J<(~ N-. ,. ~~ ~w -~ Date: Drawn: Project No.: Sheet No: C-16 of i L. ' I I ; ''. .r-., f CONTRACTOR MAY BE ABLE TO USE: E:X/S11NG SEIi-ER FACIL/11£5 AT THE: llf:ST $/OE: OF THE: HOTEL. IN. LE:IU OF PROPOSED NEW CONSTRUCTION, -IF A FIELD REVIEW OF THE CONDl110N AND E:LfVA1IONS OF THE: EX1S11NG SfWffi PROVES SA 71SFACTORY TO THf CITY INSPECTOR U.S. PIERHEAD LINE ' 'r,, -CONTRACTOR TO VERIFY HORIZONTAL AND VERT/CLE: Dl5POS/110N OF_ EXISTING SEWER F AC/LIT/ES Pf/lOR TO . CONSTRUC110Ni ' I ' I ' I I I I I I I I : I i + i ! • 1. RETAINING _WALLS ' \· \ \ . \ \ \ \ \ \ \ \ I 1 , . -~-~~F~W~_-~E~R~--~c~t:,~_ -!N!:S~-~,..~-.,!R~U~C~T~•~o~N~~N~O~T"~E~&~ : i ' ·@ ·--INST ALL 8" SOR 35 PVC SEWER LINE -•-• :,@--INSTALL 6" SOR JS PVC SEWER LINE . ,@· _ CONST. PRECAST _MANHOL~·,PER CI_TY :OF N.B. STD. . --_ @'---INSTALL 4" SCHEDULE 40 R,VC: SEWER LATE_RAL ® -_ CONST. 4" _ Cl,EANOUT TO G~AIJE PER CITY OF_ N:B. -· - 401-L STD. 406-L , C .. ' ,----AS-BUil:::· T:-:-P-!A_N_S ______ _ -_--KANA PIPELINE, INC. --_ _ ,, 172 E. ORANGETHOAPE AVE. '. ,-•,-PLACENTIA. CA 928lO _/;;c O'l4J &86· 400 . __ _ R:E,;~!VED iUN l 2 2682 Sil!Di:R{;1li/J.'l1-0I! SCALE: 1" , -20' - , -- ... . ' , • -- N 0 ii ' . -"' • 0 Cl ' "' I!!':-f < ;? . , :''•. a-~< ~> .,~ ow wO "'" w~ Ii:@ ~o "'" >li@ Zw I; '· ~ :s•--a ·s • 0: .. , 0 z I-:r·.- 0, --~-. , ~· -- -- -•,-~-. ~•--- ·,) I 1 -~ ~~ • ~:1 __ . ~ t, ~ •. ~l .. . 1i'J --~~ 1-- -\) ~ -~---__ ·.,pf:C,ject No::. -. . Sheet No: -: of ;,_ . . , I • I -I :' i I , ' . .,_. ..... -······-··, • ,. ., l. ' ... .!. ' \ -' ' . .... ""1 _. ' ' ' ' ' ' I \ .... EXISTING PUMP APARTMENTS ,··-·····"'""" i ,._ ... , i--· -· ' ---•• .. I "' . ' ....... , . _______ : --- . • ' ----------------- -------------------------- i . . .. ....... , ' :m•"' " • •-· ----·· 7 I I ~ IL ·: AS BUILT PLANS · KAJ\IA Fll'Ell ,., 172 E". ORANG NE, INC. i · l'l.ACENTIA, ETHOAPE AVE BY: BJ,!14)r~287~. TITLE· f.ru,l& ~ • • -1-DATE: ~-"/ _ ({l/1{46Sf..- ...o 3 I . .J REt;EIVE MAY O 9 2002 SNYDER-LIHGSTON D ~ SCALE: 1" 0 20' -.J -I-:, ~ ~ • m 0 0 z 00 m cr, e- I "' a: >-15 0 /QI ~ ~ ~ -~ ~ ~ ~~ ~~~ ~~ ~ ~l~ ~ %j •• ! ~,. l ~~ ~ ~ t ~ ~~ ! ~ ~ ~ Date: Drawn: Project No.: Sheet No: C-18 of ,_ : i"./i: \i ,) •. ?:):_/_ .. \!~~-:' :'.' ..• _ •. :: _" ~·\-;•,-.,..;·. ·:{• ,·_ ;,·•_>.•.·.' ·•'. ' ·,'I' •;~_. _., --~:i•.3"::, .. ·, :-;~:-: ' '' !--. ..-~}~_,.-,. ~~;' ~--,~-··4,./f'.;,{L,-, .. -: : ~,,}i~ /~;\; i f-~•::)o-' .c. -._:, •, '. ,,., t,>-fJ'.:-:--, ._-_-: .. -~f- .;-••----~ .-.,_:. •,, _, .. J,f;iis'.!__ :··;tf ~ ~ .~: ·y __ .., -· ... ,,/.-'t"_,L ,. k'ft··: •· •• k-/_,· ! ,; .. -i' • ' ").y'' ! ' f{~,,..._ . t". :' -· . -~' \: ~' i .':,: ,: .. 'f,: : !/ (: ., ,. . . ,., '.• --::-:. ;,,-' ' . ' '.fi~f\,;, .. 1 )--·.I;,_ ~~ ;\'.')t\:Di:,C '.%S/1:>:~;, • • Mt·, .. :1 ,·, 1' ' ,,J1,''.\.,) " ~1"<>\t'; f;{(~:;y;_ · ·~_·,: t>/ ':~'~f,:·: .. • ·:-t<>i' • '' ,, '-~'. ":,-·.: ·• . ' • . '_,--;-.. ;" •. ·_ 'j ', i"__-_·· '' ,>.· •. ~ ' -_. -._:_,,. ;:_-_,,, -;. '., .)_; ~ ·' ,', ;-',i.' ·.,-· · l•·l·,·"''·-';,-1 •ff'.-~-' ·1-· lf'¥:rr ~-;: .. ,, ' ' \)"tt~·."c, l,W;if I : , ~Jft:f?{~,_~_ '.-i~fi:Yi .. ~;;,i', .. ,. ' ' .. ,. . ·"" . ,-1; • .• ' ' ; : ,, .. ''"· .( ·:. ·. ,. _') .. :·. .. . , .: ' ' ' - .. ' '. ' : ' ... ; ,, .. . , ,, • ' ' . ' ' : ·,:t_"-'1 .,,;_. ' , ,' ' ·_ ~ ' ;_: '{i:,_; ,, ·.' " . ' -, ,1, •• I .. • • .... i- ' .... ' '' ,, ' .SVMBOI.-S ' .-' Underground_ Sei'Yice Alert . • C C -• ·'•CALLffOU. FflEE , ., · • • · ·-1.:. 60. o,;,.; •. •. 422f4,s3 'TllRUST BLOCK FIR£ H'IDRANT GAl! VIJ..VE FIR£ DEPARTMENT CONNECTION , DETECTOR CHECK w,t. 1ER METER .·BACKFLOW DE'l!C!: BUILDING RRE RISER PACIFIC COAST HtGHWA 't' ·, .. :·.,.. .,_,-:,,-; ":--· ::; '----,,. __ , .• ;,,'.;,.,. -• -,.~,:-:-~ ·':•· ·,,.,,,,,_,,,·~ . ..-,., '·.._,:;.,_.,. ·-..~ ,._,;_•-.:, '<-•··.._..--, -'-.:..,/, . .,.;:"·'·'•, .. ,,,.··, .. , -· ~~-- VICINITY·· MAP .-SCALE:· 1" = 100' .. . ' ,, ·- . "." : ';. ' i_ ' ' ., ' : '' ' . :·· ·, , . .._, -... ,,-...., '..:., ,., '( ';•.' @/!7flf @If? ffe!J&WffeJ@&JV &l@liiJ©/J=f! @tfiJ!blllf?@/g]liY//ltfiJ ~(UJ~[b □@ ;\YAW@(?J~~ [g)[§~~(?J1f[Mi]§~1f • APPROVED: PUBLIC. WORKS DIRl::CTOR R.C'.E. 16791 APPROVED: UTILITIES MANAGER R.C.E. ·25553· GENERAi,. NOTES 1. THE CONS1RUC110N OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO lllE REQUIREMENTS. Cl' lllE NE\\!'ORT BEACH CONSTRUC110N STANDARDS, STANDARD SPECIAL PROI/ISIONS,. DESIGN CRllERIA, STANDARD DRA'MNGS ANO lllE 'STANDARD SPECIACA TIONS FOR PUBLIC WORKS CONS1RUC110N", 1994 ED1110N AND SUPPlIMEN!S. 2. STATIONING .REFERS TO CENlERUN[ 'Of WAl!RUNE, 3, 80ST1NG UNDERGROOND U11UTIES ARE _SHOWN AS .PER . AVAILABlI RECCRDS, lllE. CON1RACTOR SHALL BE RESPONSIBlI ~ ~~N~O 1::~Q~~;;;: C~~~~:D O~~:WIN .lllE f ACIIJ TIES, 4, CURB DATA REFERS TO FACE OF CURB .• . 5, .·.1,1.l; EXPOSED CONCRElE SURF ACES SHALL CONFORM IN ·GRADE,. COLOR ANO FINISH TO ALL·. ADJOINING CURBS #ID WALKS, i;, All UNDERciiOUND; WORK ~ALL BE COI-IPLET£D PRIOR TO • PAI/ING OF S1RfET ANIJ ORI\IEWAYS. . . . . 7,. PA\IQIENT SECTIONS SHor.t/'~E MINIMUM AND .. SUBJECT TO . .R£1/!slQN AND APPROVAL OF fflE·CITY /,S REQUIRED BY SOIL • TESTS TAKEN AFlER COMPlITIOI( OF PIPELINE BACKFILL-ANO .cilMP,ACTION. • • • I!. =LE ~~/~~11!1.;:::11~~ ~=:T~~ IN DISTANCES, . • 9, A PRECON51RUC110N MEE11NG SHALL BE SC!iEDULED Vt!TH THE CITY PRIOR TO lllE START OF WORK, lllE.CONlRACTOR SHALL REQUEST INSPECTION FROM lllE PUBUC WQRKS.DEPARTMENT AND UTIU11ES DEPARTMENT 48 HOURS_ IN .ADV/\flCEi OF'PERFQRMING .• ANY WORK AT (949) 644-3311. .lllE l'LACEMENt OF FORMS AIID PRIOR TO PLACEW:NT Of ANY CONCRETE FOR CURB, .GUTlER OR lllRUST BLOCKS SO THAT THE FORMS CAN BE CHECKED FOR LINE ANO GRADE, ACCEPTABILITY ANO cot,ff'ARABILITY Wllll EXISTING CONSlRUCTION, • 10. me w,iu,s AND FACE OF ALL Exc.i.vA110Ns GREAlER lliAN (5) FEET IN OEPlll SHALL BE EfTEC11VELY GUARDED BY A SllORING SYSlEM: SLOPING Of lllE GROUND OR OlllER EQUIVAlINT MEANS. lRENCHES OR EXCAVA110NS l£S5 lllAN FIVE (5) FEET IN· DEPTIJ SHALL ALSO BE GUARDED \\HEN EXAMINATION ·lNDICAlID . lllAT HAZARDOUS GROUND MO',S!ENT. MAY~ £XP~, 11. lllE CONTRACTOR{S) SHALL OBTAIN A ·PERMIT TO PERFORM .. EXCAVA110N 00 TRENCH WORK,AS 'DESCRIBED llf NO,.!O ABOl'E FORM CIJ.. -'OSHA, ' 12. ALL STORM DRAIN, SEll£R ANO WATEJ(PIPES,SIJALL BE BEDDED IN ACCORD WllH CITY OF NEWl'ORT BEACH STD-106-L . . . ' . ' 13, ouclli:E IRON PIPE AND FITTINGS SHALL BE CLASS 5i AND .SHALL • . HAVJ!'. AN 8 MIL LOOSE l?OL'IElHYlENE ENCASEMENT AS PER SEC110N 207-9.6.2 Ot THE STANC>ARO SPECIACATION, • 14. THRUST BLOCKS $!,IALL BE·INSTA!lEO. ON ALL WATER' MAIN .. FITTINGS IN ACCORQ 1111H CITY. OF. NEWl'ORT BEACH S10-510-L • 15/WAl!R MAINS SHALL HAW: A MINIMUM OF 30" OF COVER FROM •• SUBG1lAOEi • • • • DATE: DATE: " , 16 .. ALL CONCREl! SHALL BE 560-C:3250. ,. 17. SLOPE ANCHORS SHALL BE PROVIDED .ON ALL.LINES IN ACCORD Wllll CITY Of.NEWllRT BEACH STD-3i4-L 18. A.C.P. Wint AO-:LOAD OF ... ONE .AND. ONE HALI' GREAl!R lHAN REQUIRED FOil R,C,P. MAY'liE USED Fll8 STO~ DRAINS. 19. lllE CONlRACTOR SHALL NolifY, THE. FlR£ DEPARlMENT ~ HOORS IN ADVANC( Of• SHUTTING Off ANY FIRE H'IDRANTS AT . (94!!) 64+'3016, AND FOR F'RIVAl! flRE,~E INSPEC110NS. • 20. lllE FIRE DEPAR1MENl SHALL BE N011F1ED ,4!! HOURS iN • ADVANCE OF ALL UNE CLOSURES. • 21. A FIRE ·PROlECllON SYSl!M lllAT IS i\CCE!'TABL£ TO lllE ARE DEPARTMENT Sl:IALl:CBE INSTAUED BYlllE DEVEI.OPER ANO • :·· lt:STUJ BY lllt FIR( DEPAAThlENT PRIOR TO STORAGE OF ANY . COl-fBUSllBlE MATERIALS: QR $,TAjlt Of; ANY STftUClURAL , FRAMIN(), Al'lt:R' ~ROST/1'.lly 'IES11N~ IS COMP!,E.TE. lllE COillRACTOR SHALL. fLIJSH A.LL '!ES)al·PIPES THROUGH A MINIMUM 4" OIJTL£T UNlll'UNE !S·st!O)IN' TO BE CLEAN .AND , • APPROVED BY M CITY, •. FIRE INSPECTOR TO \111NESS 11lE FUJSHING Of PRfVAlE' ARE LINES. 22. • ALL FLANGED PIPE JOINTS Sl:IAU. BE JOINED ll1ll1Z!Nv Ttl'E 316 STAINLESS SlcELNUJS, WASHERS ANO, HEX-',HEAO BOLTS. GASKP'S SHALL 8E FOLL-FACED, ll.OTH REl~ORCEj) 'Bl!NA-N : . RUBBER." •23, Fl.£X AND TRANSITION CCXJPUNGS USED TO JOIN PIP(•IN WAlER. MAIN :cONSTRUC110N SHALL HAVE All lllREAOED PARTS ANO JOiNING HARDWARE Fl,BRICATED FORM T'/PE'316,STAINI.ESS • STEEL , •• . _;,., " • •· ' ' i . ~ <~ ' '. ' ~'' . ,. .. • -:-.-. ·:·f . ~ ' ' ' - : 24. P1P£ HARNESS -ASSEMBLIES. VIJ..VE ANO ATTING RE51RAIJ-l'fS . .... •, . ' ,_ ,;, • ~E~~~Al~p~~~r:r~ :<i>, ~~~~:;Nii WASHERS: a.:AMrs. SHAct<L(S AND OTHER tlARDWo\RE MAY BE ~lr~¢s£r: LI~~~yl~~ ~~Jio~;grc\JrUT 'MASTIC'COMPOUND:. • • • • · '•.•·· • '. >25, aoi.+e:o CQNNECTORs FABRICATED FORl,f TYPE3t6 STAINL£SS.' • S.TEEL Sl:IALL'HAVE· '!HREAOEO PAR'IS. COAl'EO Ll8£11ALLY-'Mlll AN APP!la'l!l)·AN11"'SEJ:zi:, COM.POUND. •. 26, ALL BOl:lID ANO lliRfAOtl) FASTENERS-Sl!ALL BE. •. · .. · • . • • . MANUfAC~ IN lllE IJNllID STA'ltS ,Of ,AQCA ANO SHALL eoi;fORhl J(i lllE MINIMUM RJiltllREMENTS FOR S'IRENGlli, • • MA TERiAL CONSJRUCTION ANO DIMENSION AS tsTABUSHED BY . . 1HE ASTM AND lllE ANSI Sl'EC!Ficlll!Of'.l: All FASl!NER,~ .SHALL !lE ACC\lMPANlfD. BY ll!aTTEN OER11FICATION fROl,f THE·\ • .• . \IANUFAC1URER STATING COMPLIANCE, Wllll lllE APPROPR!Al! • SPECiR.CATIOIIS/ • • • • • " . • •• 27. COITTRACTOR SHALL VERIFY OEPlll ANO LOCAJIQN -ill: ALL • 11TIUTIES,.PRIO!l TO ljlENCHING; • • • • .'. ;· , ,':-'; .. , . . ,_-,. -. . • . . . -' . ·.' 28. All,MtcHANICAl JO)Nili SHALL HAVE REl1JNER GLAljDS:: . • 29.'THE CONlRACTOR SHALL iNSTALL ON NEW PVC wAWi MAIN i' • . • • ' 1-0 .®4£ JNSIJLA~ lRACJt-lQ 'MRE PER l!IS1R\JCJ10NS f!lO!j '. : . 01lt.J11ES R~A11',f. ~ LO\'.E {94~) 7111-3410::, • : •. ,30. • CONlRt.CTOR, .Jn. SUBMIT: MA UAL· LIST ( 6 SETS) . f1JR APpRgVAL • ' ' • 'll'ClllE Cll'f, NO• W0R1<.' Si!All .sEGIN WllllOVJ' AP!'jlO\iED : :-Jl~lERli\LS µST, :, . : . . • • . ; .• , , . ",, • • .. • ; 't. ·,.' ' . ABBREVIATIONS CONTRACTOR NOTE:S: NUMBERS· ASBESTOS CEMENT'. PIPE BEGIN CURVE CATCH BASIN CENl!RLINE . . .. . . CONCRETE MORTAR UNED ANO COAl!D DUCTilI IRON PIPE • • ElIClRIC. 00 CURVE ENO CURB RETURN EXISTING GAS . .,GRADE BREAK . JJ,/\'ERT ElEVA 110N MEOIANICAL JOINT . POINT OF. COl-fl'OUND CURI/A llJRE .· • • i , j ..• f'ROPOSEO • • . . •,, . l . 'POLY\:IN'IL ~UlilIDE.,.;.,,, 'I,, , •. -SEWER . 5,. • ., . .--.· '.f/· I'\,,. SOOTHEilN cALIFWNtA.l»~ • . •. STORM DRAIN' • • '!'% • SEWER FORCE' MAIN ' . STATION • • . • · \ • ~:g ~:;ON :; \I. JElIPHONE. . . W!RIFIED CLAY PJPE \ WAltR .,. • ' · • :.·, f' \ 1, 2, ALL PIPE TO BE PVC cl.Ass 150. FITTINGS TO BE WllAPPED IN 1/!SQUEEN, 3. lllRUST BLOCKS TO BE PER CITY Of NEWl'ORT BEACH SID. 510-L-A, 4, ALL PIPE TO BE BEDDED PER CITY OF NEWPORT. BEACH $10, 106,.L . 5, ~N~i? Ar ,..rtETl~ORT BEACH PUBWG V/ORKS STANOAROS I~ TO BE 6. CONlRACTOR TO REQUEST A PER-lllRUST, BLOC!< INSPtCTION PRIOR TO POURING ANY lllRUST BLOCKS, 7. CONlRACTOR TO PERFORM A H'IDROSTA11C IBST AT 200 PSI FOR A PERIOD OF NOT l£SS 1}1AN 2 HOORS IN iHE PRESENCE OF A CITY OF NEWPORT BEACH FIRE INSPECTOR, . . . . ... , . .· . . . • a AFlER SA11Sf'ACT0RY H'tDROSiATIC it:STS ARE coilru::ir, CONTRACTOR· • ·SHALL FLIJStl. ALL lESTED PIP£LINES lllROUGtl A MINIMUM 4" ,OUTL£T . ·,.FOR A PERICO !iPECIFIED BY TIJE C11¥ FIR[ INSPECTOR. 9, . INSPEC110NS SIIALL BE sEi LIP; 24 TO 48. tt01JRS PRIOR BY C~NG · . . 949-644-3255, • .·; • ', . . ,· ., ' KANA PIPE'CAMBE .REACHED AT .. 714-'986,,-1400 ,' . . . . . . . ,, •, ' \.· 7 . ---• .... _ . . . . ' • " .. '. ' . . Cfloi QIII.I • •· HAYWA~D -PARDUE• .DAlE. AGENCY•·· .. • . . . ' ' ' SOUTHERN"CAIJfORNIA GAS COMPANY .. ,;,;•• . SCXJlllERN C'.iutORNIA El)ISON· COMPANY . • ., " PACIFIC lE1.EPttONE COMPANY , ·: '., ,. CITY.OF NEWPORT 'BEACH.:. U11U]1ElHl~ARTMOIT • • .,, • • CQ\JNTY. SANITATION· OISlRICT OFilRANGE CQUNTY COliGAST CABLE\liSION • ., • • COX C/\lll(,' · • , · . • UNDERGROUND SERI/ICE ALERT ,;- ., ~ .... EET INDEX --," .... '• _, ' ,, • . . • ' , . ·.OESCRIPTION. •-tc, . ., '.t· . . TITLE ;SHEET .2 WA'IERPLAN • . , 3 WATER ·PLAfif., . ' , ' , ·, 4 'WA'IER 'PLAN,.,. , '"1 WATER.PLAN ', _. __ ,_,·: .. . • 6'•' • OWATER. OETAIL'SHEET . . , D. /1,,,Yi , .,, "714'-s;/+-3028 . 800-~1.1-,1911, • 714"666~5711 949-~301i • 714-'~~'7625 7l4-~4'-9897. • 949.:546-,4100 . 800;.422-4133' . :·.,~~\:: ,·;., • · 714-'634"-3129 •. iroi:J-'~tt;. 1911 61! •• 71+'644--3717 . , • 71<\-593-7625, • • . ··7!4'-J31i..,20lil ,~;.(i#'-4100 .• .;~00-422'-4133 ... .. ·._..,;.s-,i;-'cC" ._., ,..; ' ' _; .. -.. '' • ', f .f.-'· ' ._ .. -.. . ' • ..; . .' ' ' • ' p.; . -~(_•."·;;·.," . , ---·,.:.J: :~---,_ >-;'.}-' . . ' , ~:,. ' ' .,. r,.,. ., -,,'_ ... "" ,.-, -. \- ·:,~>~: ,. ,, "~ --)l . _., ... ··· 1·· . 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' . s. ,, '{ ,, .• ,.;.: -·~--'-l,•-... , ""r.-'·-.-: -· ,,_._··_ .. , -:· ,,:-,;-:_ ..,< J':,,-_·, ;:;, . ' , ,. '· ·:; • ~_j'.as " -.... ' ·,, ···,.."' . ,, . " '•J: ,: .<'-., ,:;t·-· ' ,•; ~ .-·. _,j-,' ' ' : ' ·"''" . , l I ... ,. -,, . ,v:'i_ • . .,//~· :,•;·,.J .. --, .r. ' ' ' . '.,.,' •; ~.-. ;,. ' ' ' ' ;,, • ,-:,;Y~~. \_..,_ '' ,.', ·,~;t , I , • '.,.):\:.:,: r-· l·.:r· ' " ·,;; :, . .. , . _-___,-,·:;: __ : . .,, , " ',,, •. ··•,;;, \ i '., ; , ,·. • '" . ··-..<. ' ' ' '' -~-,. ,,:, .. _·" . ' . ' \ \ \ ' , £XISTIN6. PUMP\ STATION. \ \ __ ._,) \ ,,~•~• ,~•~•~•"-~" •-;, LC>C::A.Tl<>N INDEX i • • . J NOT TO SCA!£ ------- .. ,•"' --\ -;.,-::;-•.---i--~ .. -----=--1'!""-~:, ·__--- ~ [, I I ·• .. " -~-"' ---,------;;..:.:----·.-----------..' GiiFt-A.PHIC 20 c, 1"0 ,20 40 eo t.. ~e----1'--"'-. 1--1"--"-'----"'------'I .,,.., .,._ ...... r, JltO n,; - I '. INSTALL a• CLASS INST ALL a" CLASS 150 ceoo PVC WATER MAIN INS'fJl!I" B~ 90" PVC ELL (MJ x MJ) • INSTALL THRUST BLOCK PER CITY STD. 510-L-A ' ,, ··" INSTALL FIRE HYDRANT ASSEMBLY PER CITY STD 501-L TYPE.J3765 INSJALL so· INSTALL FE x . : :,- T BLOC PER CITY SlD 510-l-A IP. ELL . F x FE) R • EX/SllN(; APARTMENTS ··, ., ~±-~.,-,-~-.,-----.,---"-,----,,-r~ • CAl.l.iTOLLf'REIS .. 1-800; . . • 422~4133 . PLANS. PREPARED ·BY: . • . -~ • BLDG. M, , CALI 9 .4 '· HAYWARD PARDUE ,·, . \ ·, 1-' -r \ \ l. INSTALL FIRE HYDRANT ASSE:MBL Y,PER TY STD 501-L INSTALL THRUST,BLQCK PER\CITY {>llJ 5 0-L-\A INSTALL DIP ,TEE •(FE xlfE) \ , •• , \ . \ INSTALL fE 'x MJ \ADAP !ER , \ \ . .,.,·,-·•··· • l , \ ' ·~· ' "" .. ,, .r' I ~• ,, _, ' , ' l I I , \ \ \ .. ,, _;;t. '. (,.,, ··s•l'•i•_ :.f \ \ i , _,_ INSTALL··~~l icLASS 1 "" La.--~..,__.:. • · APPROVAt:. R£CQMMENDED: t---+--'-'l----'o---~~-----',.+-'i-+-"+"""~· R.C.E.'· \ . : .• .; . -·~Y.';: .EXIST. F,H, TO BE REMO\>tD - 150-C900 PVC \\'ATER MAJN • AS BUILT PLA~JS. • l<ANA PIPELINE, INC . 172 E. OAANGETHORPe AVE. l'J.ACENTIII. CA 92ffl0 •. 1714)98 1400 ... , • ,. ) ' '·.,t• ·--. . ',.., . 'it:-.: ·'. · '· ,.,, .. ',{?>-i ,. ', . .), )>",,' ':}': • !" ·'• .. t:. _;- ! '.'· t(: ~· ' "<' ._,' : " • '•.' " - ,. . ·,;, .,; . "~ :~- ·) . ·-'· .,,,;,.·/ .•. .,· \ \.-'>"::::,- --..,·. ·.· .• -."~ ~-· ·a~'~"; • -.... "«. :~--·:· .. ,. ' -~ ... '. ,. •: (, ·-c·/,.-·· , ~" ,I .. ' ' : • ,. ~ -~- :\·( •• <,, ,i. .-;_ ·' ;. • /:.· ::~~,'•,:; j' • -:_ ... ·-< ' -,v. ,,/:·.,.. -~-J--;, - ; /;.-\~;_- -~>. -• C ' ,---~ '' ;-• _, _,. ' "' -' , ·--. ' .. ;\_:,.: .. ,. ., .. "':'·--:'-, J.,~-- ,,, ,., -1 .-·· ,: ,: ~-- l.:,,,;~o. , .,,. ' .. . . ,, I ,,, -;::":-,,. : ,, . ... ' ' ,-,_}, .• . . ,,:,, ..,· , - ., -' . ; ! ,- ' .. .,_, .... -·- ·----V . \~·,, • ·-~., t, ·-~. -~ :'"+· '':. •. ' : '• _, SEE SH££T 2 LOCATION NOT TO SCALE LEGEND PUBLIC LINE ' . ' ~·-~---------------PRIVA1E UN£ IND.EX IL 0 w .. ffl :c U) • :,re. -; .?1.;', ,:-: l r I I I l " z ;:: -1 ~ i. LLJ • I I I j I 1:i" '--' <' f-w Cl • • .. · . -:•:,' ; • ,--V SC,ALI!,; 10 20 . ..., . ' I ' r ·~··, . . ;./ . • " ,, ' ,. -· -. . . (,,~ -· ) • 7 ' INSTALL FIRE HYDRANT.ASSEMBLY PER CITY sm 501-L INSTALL lHRUST.BLOCK PER CITY STO ,510-L-A INSTALL DJP TEE (MJ x FE) ' • . INSTALL Ft x MJ ADAPTER . -,,..;:,, ,,. " ' • ,-~1 .• ,,. -~ _.,,- ~ TYPE J3765 ·1NSTALL.s" DOUBLE DETECTOR CHECK PER CITY sm 517-L . ·, . .• Underground Serviee Alert , . • -H .. ' :·., , . .' ,,,_ ,, • \~~Di'~:~ b~~~7- CAU.:TOI.Ll'flEE • ,i,.soo . . . . 422-4133 PLANS. PREPARED 13Y: ... ' 'C (714 ~ .·T 42758' DA1E: OEsaltPilbN ; . . ' ·.HAYWARD PARDUE R.C.E. •DATE ·• " ' t'.r "!> < ' -'.;\ ·, ,,· -J:t,~. '•i ., APPROVAL liECOMMltNriED:· - '.·,·, . >•""• --~~, . ~-i-\'-·, ,!-• ' . -.~-. :_;,' . -~ . . _.._ ,·,. ,:-,; .,_,.,. \ . •,·,~•;, . 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'r . ,._ . .. ;,; • t ' .,.· f_~~-./~:ifff; •,, ._,.. : '.- ., .. -' f.:~_-;,,~./.f:.-.:·-~-.--~: .. •,llj(J <-~-.' . ,,,,_ ·:.,:-:~,: . :···:,, • '~;1 ;' t'o""·--~. ra ,, -,. ,., .... , .·{ ij-.,, .,:;,._;. , ,• <~'-•,' '"'<...., •'_•,-.•F, ·•.,. ~---1:,,'" . ·<;-. ~ • ·--,·,J.·.'.•, --,_i"•"' -~·1; • ,: :'.' .. ,.-::·.'.·_.:,,-,_ .,. ,.,,,-.. J,•-ta _,(·· '.. _ ~.i.~J:il1l;itv:,7i ,: ',:_·, L"·.... --·~ a·• . . ,.¥?;!'.--t'=t:.:·' _,,..;"':·.-~,: .. ';;>,.-,,:,' ,, -_)i< -•-:,}--·'.1 ,. ";, ',, ' ','7',~'. ,: •," •r,O ;.•.--,,0,.,'.,'.,•,• ,• ~t•:;,, .. f,'is:'.:,;.,:,' ~§\ ,/:f,t'>{.i?/' •• ,.,. ~-' '-> ~ ,_ •• -"· • \1' ;,_ :::r,:',' ~<:i-.':~t~Ii;j{~~t .:_.:;-~(}r,, ·•';,.:-. I -:~:I/~::;,~jctJ!!:;;,.·-· :.t.'.~t~;:\ .. I ,kif~-:-,· 'o-_ •• ;•, • --.~,,> '" ••,a,,. , I,.: ·,·,-., •• -''.;· ." '_',,;#·_;. "'"'•" ·;;}/:;·.,\~·,_ _,·. ,•; ·,_- ' , .. . , ,_,,.,., I'' ;;,~ ;,, ;i.--: :;;,;,'.,; ;,~, , .. , "',•.· l ;;,;. ,.,>-'.-,,;; .•• ,-..:.-;., ... ;.· ,-.::• .·;, -. _, ,,O ·,-,_ . ~·~-?:,•,J ·,r·• ·'-'\·,• ·1•'· ·'---, ~ .-,-,·.;_,_;,.,,·::,·,:,':'-.·,-.',":_;_,•,•,;_':,_;,,,',.·• -'~·,,.,,_.(,;.; [,' t,·. ,,:•.':,.-' ,.,:· ,;?,'.: ,::·•.:,.-.:.,_ ':.\",';,'y· -:J. ",, o• .:'?1-:-,s:.-;,;--',,:-? >" ;; . •, ·_': SE£ Sll£ET 2 LC>C::A TIC>N INDEX NOT TO SCALE LEGEND PUBLIC LINE .GAA.PHIC:: SC::ALE -r 10 , 20 i ..... , -.ao·n.. .. ·, (I) 1- 111 Ill i 7 .«:} ,, " • •. ,•,. ·"-~-'. .··: '. \)k."~~---;;:01() cA\.L,r&iFAEE • •' • 01'-80() • 422c'41©'. ' ':, '., ,, ,-, .. l'U'.llS. PREPARED BY: --' I ~ .--.. ," SEE _, ,, • ·, .: _j < ~,--- r-.::_,::) "·'""V· -,--'i ,... . ' . '~,' ......... ·-·- ! ·:1 .. ·' -~ '•.~ .i-------~· " -i ,' ' SHEET " ......... J 5 OF e FOR j ... • N60'16'0 13, ___J CONTINUATION 42756 R.C.E. .. -.. )' ' I i I I 1 di; I i:j I I l I I I I I I I I I I I I I I ,, I I I I l I I I I I I I I I I I I I I I I I I I I I I I I I t I I I I I I l _, _,-,· 8" -:~\ ,~~J •' -1"·--f ' . .1 .. :I: 4'. FIELD VERIFY EXIST 1 a· PVC ~ I Bi x s~ DIP TE£ (FE x FE) W/ 11-lRUST BLI< I '1 FExMJ , ,~~\ ~I ZI tf I :,,: I z :::; I zr :'.:: I u, I I I .:.,...,... _ ___________:,_. B"·R.W, VALVf.-.J {FE x MJ) 8" PVC~ INST 6" fORD 'TRANSITION-._:_____ COU1UNG (PVC x DI) • . t:XIST 8",ACP~ .! ' ' ' ' ·I , . r, ' ,x, ... ,.. ·1 ! C::C>NSTAUCTIC>IN NOTTO SCJ\lE APPRO';'At, REctlMt,ttNDW: . .. ' . . ; . ' . ,. __ ' :, -,.·. i • '),; 'e ,, le ·<:·x./' •· . t:-, ., .. • FE x MJ ADAPTOR, . , , (Dl*PVC} .,;,, : .. ,-,.,1;:i:/\{' ·;~ • . :, <;_· ,._ .No~\\'., '··~·:.;·: . ·\'' .~ :i.-; ·;, ·.. .:1-· . " '~°'~• :,. :.~l " {::' ,r.:; -'x,:;{t·\ i{ \;'1\,: -,:·, \. s;;:_3;-.1.:;/ '.,;_:j; ,. •.. -11;_-.. •. :, -.,.·~ r.: f • >:. ,, j ·:; . ·.- ",,. -1• tJ ·-, .. "' -.. .'." ";,\,:.; ';;'., ?r/,./· ,~·;, .. ·.·p\t{ .. ,,;.. ' ';i(-_',\ ·•,!·::' • ' ·,. -') ' "f ;·:(;, I,.' _' ·~· .;,_~· : .. ._.; ••• ·'· > ···.t:.\·,·· ·,'•:'~-- . . . ~, :,~--} >, . . ·-:\r: ~.}.'.:.\.~:_-: .. ,·.:_;~-, •.· .. • :;_2.·;::,· "'<' L __ ;·-.. \. --~n • .': !.~·'.;-:::-1., ;~,.' -.A ' ~ -'• ' ,; ·,. ,, • '.",-. -~~ f(. :· ·,,_. /.-: .. •· ,·. ' ,,-'•, 'f :),,'.'. • 'i • ,·t, ~··· .·C', ,~· . •.· .. '. :.,, ~/\?,, ' · .. . . • • • I :· ;>:•_:·:' ,_-:, ··., ... -' , . :;: .. ::._.,. -~,;· :; :,,,. -., --! ; ,'' .. '' f "' , ; . . . ,, ' ,: . '.· -1 • ' , . .,_. .>'<. . ' ' . .., ; ';;, ... , ,, '•' ,,_· . : ; ",, --' .• '' 'f; ·" : ' .... . _:.,,. '. ,, -.,, S££·SH£ET ~ LC>CATIC>N INDl:E:X: NOT TO SCALE LEGEND -------'• PUBLIC LINE GAAF»HIC &CALE . 2:0 0 . L-:::-_~ 10 I ( -..... ,. , .. 1no1t. ao R . ,, . . ,., ~ .• . B"x6" DIP REDUCER (FExMJ) ~ 8" PVC 6~x6" DIP ELL (FExFE) .--fil,==11!1t..L.-/"\ W/ THRUST BLOCK I-v.,__ 6" R.W. VALVE • ' . (FE x MJ) • • . FlRE H_YDRANT FE X MJ ADAPTOR (DlxPVC) --s• PVC 80 I CC>N&TAUCTIC>N · NOT TO SCALE DETAIL _., ' I EXISTING SEWER -·. ~ound Service Alert CM,.L. Stfl)ll:E.."YOO" 01G ·•. CAJJ.,TOI.L FREE . · .• · 1-800. 422-4133 I I I I I I I I I I I t I I I I I I I l l I I '-.,_;_~EXl~ST~-~F~Dc<,Cc_;'s!_!.!T0,,_,8!!,_E I REMOVED I I I I I I I I I I P.L. _, < -\;l ~ METERS TO BE REMOVED 19.5' I· r ±4' ,~..c:..~-i I I I I I I I I I . I I I I I I I I I I I I I ' -~ 1 I I I I 13' u== (/) ;,: do ~ ci "' m Cl W Cl "' z (/) < •BAY SHORE DR "' ... CURB _,,,-EXIST, 6" ACR T TO REMAIN ______ _,_,..~ ... ·-·~-·-· ·------· .... ~ .......... -·--·-· ......... _, ___ . __ ,_., ,e--··-···"'· .. •. -,,.~i s' ACP. TO BE REMO\IEO (±11" FJELD VERIFY) ALL VALVES, lHE FIR(.H\'ll'RANT AND)'IP!NG TO BE REMO\IEO .-'' :, ·:·-, s. ':: •• • <• ~ I I I . ; .. 1 I ± 4' FIELD. VERIFY ACP I f I I I • ·• . • • • . ••• :, JN.o;T s• FORD TRANSllJON .. · +;-,1'. --1++4-';+ ~.COUPLING (PVC x DI) . .l ·-- -. ' ,,_. -. .. , I . I ., l'.l' ;a; : t:'. I ', 1· 21 ::J I . f .. ZI :CC.I :,: l, ·01·· I •. • . • I . t I l 8" PVC I I I I --i,..t --1 I I I I I I I I a• PVC~...___ FE X MJ ADAPTOR (DlxPVC) 8"1R.W. VALVE-= (FE X MJ) . I ,. l I a• PVC~ I I I . I . ~"x6" DIP TIEE (FExFE).~ 1 .W/. THRUST Bf,.OCK l . •.• . . -.l • . • I I I I I I I I I I I I I I I I I I I I I FE x MJ ADAPTOR (DlxPVC) _8", ~• DIP TIEE (FExFE) ~ E / / ! / THRUST BLOCK • "' I I I I I I I I I I I I • I I I l I I I I I I I I I I I I 8" .PVC ......._____ 1 ' i I ' b ·o ,,; fE x Md' . AD,,PTOR {DlxP'(Cj t • ..• ... • • .. ---:-8" X 8'. DIP. TEE .. (FE x FE) ~ · .•••• .. W/ THRUST BLK • · •· b 0 ;,; FE.x MJ b AD ... PTOR ~ (01>:PVC) :I: 19' FIRE FE x MJ ADAPTOR (DlicPVC) . HYDRANT ., . . . • •s· PVC > • 6' R.W. VALVE· (FE x MJ). INST 8" FORD TRANSITION COUPLING (PVC . x DI) •• I I I I., ' I • ~ INST 8~ FORD TRANSITION .l+hl-'-1-'HI-_ , t . . . COUPLING (PVC x DI) • •. ....._...._....._ · .·... . .· . AS BUILT Pl.ANS I . I I ' I I I I I I ' ... ;·_ .-;,_ ,-; 'i 1 ' . KANAPIPELINE,INC. . •: !721;. ORANGETHORPEAVE. f ,ff PPIACENTIA. CA 92870 • · · .. f;• .•. (714! 988-. -,·,·1 ;·, , BV: .. " ," . .,. _;_' .:,, . NOTTO~ CC>NSTRU¢TION / DETAIL ,. : , , l .. . ;".'"'-;•:,·,:, >'' -; . • ..,_: __ _ , . • APPROVAL RECOM¥ENqED_; ;'. • .. ~•TV-·.· o..-· NEWP.OR, .. _ ,·. aaAc:~ , ·.•. ···• BALl;IOA-·BAY• CLUB .. ,:t: •• •·· ~uq· .. ar.Ji!'RIV,A'J'E"'Wl4.11=8;P,LAff 1--+--+--~-------+:'.._· .... ''_··. ___ -"-...+~-1. ~~~ES<6~N~~-' ,.,, ':: Puiue~~A1'E:,,,~-t~>~'~~ . DA1[:·· '. ·i,.--+.,. -< .• _._._:··,-:(::-.-. '·. ,_,:' •• ·.:.:-:,: .. ·::,} ... ,.?h;.\•.··<i~--<<,l(\:.· :· .. ·:i-;"<~i~, . ., . ' •'"..' ,· ' :· •":;•,.-, -.: '/ . .·:;_~~-~-~~~/.'·. ·.\~:~·~:':-...... ,... I ' I, " r ~.,\··,:,. ::·•,;_.;.:,..\,,;.-·" t 00:~:, , C < h • I' ,,_:,,t. ' • !ii :-'§rt, ·.··-:•f.·;;: - ', " " .. f Pi\,·:->. ;h: .-.:,,._:-~-- ··"'·,::1,,--:l' s,•-•'½·~•'/.\• .,,-:J~f~:i;t~:4:~): ~:-:-·::-r· (•· i;1;';~ ,;,, ._ . ._,,., ~..,-. , , 'ri".: •. ~-' ··,-1.·\· '.- .· •' .. • , .?-'·:-~-. .. ,,.., • .. , •• . .tf:/.·,, •. '\ ''' -.,, - .-_-' • •,•I• . -_,, ' .;·-' . ' ;_ .. ' .. • .',' V '\ ,', .-.,.· .INST 6" FORD TRANSITION COUPUNG (PVC x DI) EXIST 6" ie::y-, ' I VEXIST 6" CIP : ____-----:---INST 6" FORD TRANSlllON -h+-l+l-rt-, • . COUPLING (PVC x DI) s· pvc-. I 8" R.W. VALVE--' (FE x MJ) FExMJ --ADAPTOR (DlxPVC) . --·--_,_,_ 6" PVC._/ 6" R.W. VALVE _ _, (FE x MJ) 8" R.W. GATE VALVE------ {FE x MJ) I a·xa· DIP ri.L (FExFE) _/ W/ THRUST BLOCK 'i:, 0 "' FE x MJ AOAPTOR (DlxPVC) -8" x 8" DIP TEE (FE x FE) ---W/ Tj-lRUST BU< I: EXIST RET. WALL ,,--~-8" PVC ... • a:: ::l~ NO -H _J w .;: ,- EXIST 4" CURB "----a·x6" DIP TEE (FExFE) ' . . I W/ THRUST BLOCK "'-FE X MJ ADAPTOR (DlxPVC) ~FE x MJ ADAPTOR (DlxPVC) a• PVC FE X MJ ADAPTOR (DlxPVC) 8" PVC CONNECTION DETAIL '1 NOT TO SCALE EXIST SCREEN WALL ~ . . (PROTECT iN PLACE) '\'. EXIST CURB & GUTTER ' ' ' CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF EXIST FOOTING PROVIDE 6 SACK SLURRY BACKFILL UNDER WALL FOOTING a• R.W. GATE VALVE (FE x MJ) / REMOVE EXIST,/: METER VAULT : • ' EXIST 8"x4" RED .. '• ±46' •• FIELD VERIFY CONNECTION .NOT TO SCALE ·oETAIL 4 Underground .Service Alert • CAl..l.:TOU. Fl'EE ·J-800 422,-4133 1WO WORKl"1Cl 0A'f'S 8l;FOR( YOIJ-OJG 6" PVC 6" B.F. VALVE (FE x MJ) a• PVC FE x MJ ADAPTOR (DlxPVC) 8"x6" DIP TEE (MJxFE) W/ THRUST BLOCK I FE X MJ ADAPTOR (DlxPVC) FE x MJ ADAPTOR (DlxPVC) 8" PVC CONNECTION DETAIL 2 FE X MJ ADAPTOR • (DlxPVC) 8" PVC . I NOT TO SCALE 8" PVC 11-1/4' ELL (MJxMJ W/ THRUST BLOCK 8"x6" DIP TEE {FExFE) W/ THRUST BLOCK .FExMJ •p ADAPTOR 8 VC • (DlxPVC) • ~6. R.W. VALVE '(FE x MJ) . ---------5• PVC FIELD VERIFY ± 11· 8" PVC 8" PVC. 45· ELL (FExFE) W/ THRUST BLOCK a· PVC 45· ELL (MJxMJ) W / lHR.UST BLOCK a• PV ',; ---± 6' , FIELD VERIFY • 5• R.W. VALVE •• · .(FE x MJ) . • ._· FE X MJ ADAPTOR (DlxP.VC) 8~x6" DIP TEE {FExFE) W / lHRUST BLOCK , . I -.-r 8" .PVC, FE X MJ ADAPTOR. .(DlxPVC) .,,. ', . ' ., ' I '; :-,-__ ·-:. .-._ -;4-,'; .,;: -', .. }):~\{·it·'•-' '\ ~------ . •.- CONNECTION DETAIL as PVC NOT TO SCALE ----± 6.5' FIELD VERIFY • 6" PVC_....-:.-- 6" R.W, VALVE----- (FE x MJ) 8" PVC FE. x MJ . ADA.PTOR (tllxPVC) FIELD VERIFY • . .,rFE x MJ ADAPTOR (Dlxf'VC) • FE X MJ • ADAPTOR , (OlxPVC) • • , . 8" PVC ·. 6" PVC 22-1/2' ELL (MJxMJ) W / lHRUST BLOCK I 8" PVC 11-1/4' ELL (MJxMJ) W/ THRUST BLOCK 8"x6" DIP TEE (FExFE) W/ THRUST BLOCK CONNECTION ··DETAIL. S PLANS PREPARED BY: E BLDG. M, A, CALI . 92 : 4 NOT TO SCALE INC.. AC. PAVEMEN ,, C.A.B. HAYWARD PARDUE. . 2' MfN FINISHED SUBGRADE UNDISTURB(::D SOIL (TYP) • SPRING LINE 42758 , R.C.E,. ·-d ,6 w c.. a: DAlE • OA'TE:. ·.CONNECTION DETAIL 6 NOT TO SCALE .... QTES:. 1. '!RENCH RESURFAciNG IN ASPHALT CONCRETE SHALL BE PER STANDARD SPECIFICATIONS SECTION 306-15. • 2. TRNCH WIQTH SHALL BE. 0,0. F'LUS 6" CLEAR OF TREliCH. SIDE OR ·. AS BUILT PLANS KANA PIPELINE. INC. SHORIN'G, Jf. APPLICABLE. ' . .. • " ~ • ~ . _,. . - 3. BA(,KfllJ SHALL SE .CONPACTED TO ,9'5% RELATIVE"COMf>AClJON .•• ' ··> 4. BEDDIN~ SHALL CONFORM TO STANDARD SPECJFCATIONS SE;CTION 306-1.Z/ • • • . .·. / ( I . .1 .•. ,•. • -. TYPICAL ·• APPROVAL. RECOMMENDED: DESCRIPTION DESIGNED:_ . DRAWN;-; I.S.C. • , f'.W .. CHECKED: DATE: -c .-• R 1: CE 1 vEio OFG 1 r 2001 ' . . ' "\ ' ', • ... $Nl{O~'a:t.A'NB$T'ci1\'."· ' ' . . . • . . . . -. ·10eTAILS··· ~''OF. NEWPORT BEACH • • , ': "' ' \ •• "j ' • • PUBLIC WORKS DEP,!IRTMENT • ; ' ; _ .. ,;,, : -f>•: of ?::.~./. \<_.•, ,·_;: -,~~ ·• :,,¢, : .. -·' ,' ; • :::, . ,.C 0 m ·::;;:.._ W. (C, ...... . . '.,. •.:-, ,~:,.:. ' ,<·-. . -. r ;\{· :_ .,-,: ,:;:; . ,\;;~ ~ --(,t' .. <;, ~!(·;~- .. ,, :, ·):_':