Loading...
HomeMy WebLinkAboutW_5189_S113660 :r: u <( l,J al ~ I-(l) z I-z ::, :r: u.. 0 ~ u • - BA.KER cr----r---r--t--"-'-'1'(. ·, 0 • --'.j___.:,-~AC.:COA~M~S ___ .,.-"A-'-Y "--Eh;";; ·ORANGE COAST -~ ~ 0 r • • a " 0 • • m CITY OF COSTA MESA PROJECT LOCATION VICTORIA C O L LEG !: t-------.,1/,-' >--------<ORANGEC fAIRGR ST. ··,y ./ U.NIVERS\i'i N CITIY OF I RVIIME u < ' VICINITY MAP l/4 0 ¼ l/2 ¾ 1 ----.... _ - GRAPHIC SCALE IN MILES SYMBOL LEGEND ♦ POWER POLE 0 MANHOLE 'Cf FIRE HYDRANT □ METER BOX ---0-VALVE E-POWER POLE ANCHOR .6,, MONUMENT -x-x-FENCE BLOCK WALL ~':) TREE D',k!:J /' SHRUBBERY .;Jz.&...t; _,,,,. ASPHALT PAVEMENT ~~ BRICK WALK I·, •.. ·.: • ... 1 l.:..:"--·---';J CONCRETE P. :;:I ~..:.<.<,--<«I BUILDING EXISTING CONSTRUCTION NEW CONSTRUCTION ---i-CENTERLINE ---·-15-SEWER LINE -----w-WATER LINE ~-~-GAS LINE -£-POWER LINE -lit.-TELEPHONE LINE ~ rv~ CABLEVISION LINE -5P-SPRINKLER SYSTEM J:{_ ~STREETLIGHT ABBREVIATIONS EXIST. F.G. F.S. CONC. R/W EXISTING FINISH GROUND FINISH SURFA.CE CONCRETE RIGHT OF WAY EMERGENCY TELEPHONE NUMBERS D. W. ELLIOT PACIFIC ENERG"' RESOURCES G.T.E. OF CALIFORNIA ORANGE COU.NTY WATER DISTR.ICT PARAGON CABLE CITY OF HUNTINGTON BEACH CHEVRON OIL CO, MESA CONSOLIDATED WATER DISTRICT SOUTHERN CALIFORNIA GAS COMPANY S0U1'HERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY • CITY OF NEWPORT BEACH (PUBLIC UTILITIES.) COUNTY SANITATION DISTRICTS COMCAST CABLEVISI.ON COMMUNITY CABLEVISION UNDERGROUND SERVICE ALE RT 557-5888 (2131 426-1912 373-2e,2a ,ilE,3-5661 895-6886 536-5921 (213) 694-7666 754-5399 634-0251 895-0221 611 644-301 I 962-2411 542-6222 after s:oo 542-3975 720-4040 1·800-422 • 4133 'L CONTRACTOR: POINT OF INGRESS 8 EGRESS SECURED IBY , o.c.s.D. GATE. ' BASIS OF BEARINGS THE BASIS OF BifARINGS IS BASED ON THE CjENTERLINE OF BANN ING AVjeNUE BEING N 89° 27' 13" W 11S SHOWN ON R/S 87-10~9, BOOK 121, PAGES 32-36; ~ECORDS OF ORANGE COUNfY. • CITY NEWPORT PUBLIC WORKS .. OF • BEACH DEPARTMENT .. ' GROUNDWATER DEVELOPMENT PROJECT 30 INCH WATER MAIN RELOCATION SA'NTA ANA RIVER C-OMPLEX WIDENING I . ,CONTRACT NO. C-2655A APPROVED ~~· ~ 38799 DE U4fr1LITIES DIRECTOR R.C.E. s/,1(,o DATE APPROVED ~ {i), ~ _ . 1280§ • PUBLIC WORKS DIRECTOR R.C.E. ..... Q I 1-· l.,j (/) Cr) -0 )<Q l.,j 0 ~ 0:: SQ : :-.;_ 0:: ct5 290' ~------ 300' I la:' • tu • I. .), -Ii: ..... -I w ..... .... 2So' ~ IO' 'Bo, .... tr) l d -.., I .., .it' I .it' "' :t' c., _ I I 1-· (/) -c y(y-90 DATE ..... Q l.,j (/) 0 Q 0 0:: Q ~ " 0:: . CITY OF COSTA L---~COUNTY OF LOCATION-M1AP SCALE: 1"=200' BENCHMARK o.c.s. IL 45 81 ELEV. 8.664 ADJ. 1982 FROM THE CENTERLINE OF BANNING AVE. PROLONGED EAST OF BROOKHURST STREET TO, THE TOE OF WEST SLOPE OF WEST LEVEE OF THE SANTA ANA RIVER, GO ABOUT I FT SOUTH ALONG TOE, 3.1 FT EAST OF CHAIN LINK FENCE, 4.4 FT NORTHEAST OF A 7 FT FENCE POST AT_ SLIGHT ANGLE IN FENCE, 28.9 FT NORTH OF POWER POLE NUMBER 17677BOE (SOUTH POLEOFTWIN POLES) 0.9FT.EAST OFAN O.C.S. PADDLE-BOARD,AND 10 FT LOWER THAN LEVEE, FLUSH W 1TH GROUND. • ,..._ . (.J Lu "'-:, 0 a:-0.. SEAL .;_,,..,-,~,le~•,,~~¾,.,,_ . ' MESA-----'---H------ CITY OF 0 > • J . "' NEWPORT BEACH ORANGE_/ CONTRACTOI'!: POINT OF INGRESS a &GRESS VIA SECURED WEST NEWPORT OIL GATE AT WESTERLY END OF 17 TH. STREET. • DEREK J. McGREGOR., INC . PROl'ESSlONJ..L C::lVIL ENGINEERS Ir. PLANNERS 411•0 !R.VINE J.LVD,. SurrE 20B • lit.VINE, Ch 9l?21> ~LEP!ION:E (71'4-) 730-5256 PUNS.P'1EPAf\lID UNOl!R THI:. $tJP'l!¥iVISlON OJ,f: ', ct_ 19 TH ST. 5-/,; to CATE"'": ·,r NO. I. 2. 3. 4. INDEX • TITLE TITLE S1H1E;ET • PLAN S' PROFILE PLAN a P1ROflLE DETAILS & SECTIO:NS ------- W -5t89 -S SHT. I OF 4 I ,, ' I ' I I -I ,, I> z :r 0 5 ~ " ~ § 0 g ,, □ c!l • m i ~ ,, ~ ~ • z 0 • C z ;; ,:: ~ ~ ~ • ~ □ ." ~ ~ ~ ~ ~ ~ ~ z _m n E' l cl :II z " I I l 'i j l ( It " I> z :r 0 r " ·j ill " □ 0 ~ :ii □ • 'il 0 i "' :II < <I " z a •· C z ;;; ,:: "' ~ 'il . :ic' ~ " ;; ~ ~ < ~ z _m " I: cl ,, z " I 1 j . >½ \ l \ ./ ; l • ·o l ~ I 0 r 0 i ~ " 0 ~ ,, ~ □ " ~ qi. ~ a " S1 ~ ~ .. , z 0 " ~ 2 ==_=-_:=.·_=1=_~·=_=1;_-F:.._=-.i-=_=· -~j; ;=1=;1.::::::=~•~·-•·--·i-: -,J.c_j=±·=·=1=".=,:'-=1=={:'ic-='· =:f==r=;c=t. J-'=L=='=---:E=::r-=-+==:=.;,==1===== -•t·=l=-=F=:I':::·-=3= =======.:-,.:-[:~-••... r_ =-·= = = ==1==t===0= =f=-1=-= --±-=r ~ c le =t ' : .~.3-=~=m~~l~~~~~-=t~l~ ~f:~~~-~-:'-;t.:.-Ccl --·-_, ___ J1==f-~----L =+==~~~~~l~t~f~J~ _= = _ _=_ c:~:=j::=I:=t=CJ= ::,c1::::1::::==c: =-=F=t_t_ :C; : ===~~~~==t==Ef~~ ~J=.=--)\=t~--}=== == =f = := _ =1=~l-:=-:=i _ =-= ==--· ::=:=r.=ccl::: t==.:=.:= = =~=1: ·-• "";:c"f'=ii= -= - --·-· -----,..---··-·-··· ··-·--···· ·-·---· -· -·----==.-=·· . ··--·;:.· ""·"·:··:--:. -::.=.:.l_:: - - ----; -··-··--. ···-···-· . =.::.::_-_:j ----!-=_-_t_'_ ;;;;;-_; = = =t=t =+-= _:: +:r£"f'"=lc==J=1==J=-=1=':c'J:~f=-E':f:=t=cf=b-c-ci:=-+-=t==-tc=:=~:f:=-"'-t==·=-t=-c::-c::-=1,=--::J=c::-s=+=-,,:J=c:::J==1=£ ••• • - - -=~=:= . -·----E = =-=--~= ::= =L ~1{) Cf.:J -== --,==F= ---- -------------,-------t---t ----- ----<-- ~ ~ ~ -~ ---------~ --+ --CCC-CC -----=------+ ---,-----------c---r-r- 1=.:=t = 1'= :j':-••. -=-l==±=+--~--~ _' __ --r__ 't--·-+ ___ _; --:± -•. ...j--, ·---------· ==-= =-.--::.:-:·-:.1-::------;- I_~~:=-=-'= f~ i:"=f=+ ·=· :~--:J: =·:=r:=, - = :i = ,.! ::c-.'?= ~=-= i= _;' ·1-:-:::-::::-:-·· = =±.:::::-.--,-.-. ---·-:.-::·-::···: -i=== " -. - - - --·-· . ' -. - - . . -= =-f"--~--=··. .~ .. 7:-= .•. -= == =i=·---= --------------1= =--~--=-t='.i::=: -=·--==.-:::: ,-- - -._.+ _ ----. --+-----.----= =·=.--····-· --. ·--.............. -· --- . t·: = :-:....-1----·-1· ---_J = - = =1 -· .......... ·········-- iji~~J~g; j 1--~ -__ j_ ------ ---~--1------------l=c-.i:-1-,--~ i .. 1= - --CJ--=l-=1--1-, ! _,__1_1_!-=i-----•----1--~--'-+£-..---1"!'-~~f A!Hl-Er \"---===i :t~-. =c1=~= -ct= 15 17 ~® -~ • Fa roN. .ea HEAP &?L.T / / CONSTRUCTION NOTES, ' INSTALL 30" RESTRAINED JOINT DUCTILE IRON PIPE, CLASS 52 INSTALL 45□ MECHANICAL JOINT BEND PER DETAIL SHEET 4 JACK & BORE 5/16" STEEL CASING PER DETAIL SHEET 4 INSTALL 30" FLANGE PER DETAIL SHEET 4 EXCAVATION, BEDDING & BACKFILL TRENCH PER DETAIL SHEET 4, RE~V:E A~D ~ACE IN KIND .:-~.S,_TIN~._SU![/WJE..,,:MPR~V~~::'~_.,...""',, INSTALL TYPE L AXRiZERS PE1< • CALTRANS TRAFFIC MANUAL WITHOUT ,. I:\ f REFLE!CTORS. STENCIL ON MARKERS "WATER LINE -C. N. B.". LOCATE· ,~ ON THE SURFACE OVER THE CENTERLINE OF THE PIPE @ 100' O.C. "°. BEGINNIN T STATION 17+40 AND PROGRESS EASTERLY. INSTALL CUT-OFF WALL PER DETAIL SH\ET 4 INSTALL CONTINUOUS 3" WIDE METALLIC PLASTICIZE MARKING TAPE INDICATING "CAUTION -BURIED WATER LINE BELOW". , WRITTEN MARKING SHALL BE NO MORE THAN 4 FT. APART. TAPE COLOR SHALL BE BLUE. DIETERICH POST RIIOADaR NO, 113013 + ' f'-1\1 + + AVE. 7 t /0' WA7Efi: EASEMB\/IJ TO THE CITY OH1UY NE"Wl"'OR:T \..BZb' BEACH /f' ' . -· ~~~:-'J·t:3_= _ cl' =l= =1- \ \ + ----.. --·-·-·· ··--·---· --·- ---:=t:=.:=F=c==- .::.::i:'::: -. =-i= =-=r .J HORIZ. VERT. 1" "" 4' F.P. ?UN. SPX: ,t O,c.s. ;r,,,/6, ON A.C. BIKE T.eAIL Ct: L;_J :::.:Yt1ASIS OF BEAJe/N6, A.C . .S/Kt!: 7.eA/L 7Vfi!'E/t7AIN O~~'-:"'""-- TO If/WK€ 4' l""IE0/!5T.Ai!'IAN 7-E'~.,..._..../C AT A.: C::: 77/>flft'$. • j ___.--A:'~MOVe t=X/5T. <a~ CO/'YG. V/Y//"1'6 TO /Yc,,,,.-ee57 .TO//YT -- ,,,,.ND RE..OLACE //'-I KIND. ~ '( ;::,-, -. N8!!J•27113"W EX/5T. 10' WIPE WAT£!e LINE £ASEMENT To C!T7 OF N&W~T !$£,'/CH TO SE GU!T- Cl.AIIV!EO, ) LL/ --1 APPROVED 9d-¢!p :OP,· • .. k ·.D1 ·Mc/ DEREK J. McGREGOR, INC. aa" + • 0 ::c: I~ <t ~ + GIIO_IJ_!IIJ)WATEII DEVELOl"MENT p_ROJE_CT 30•1NCH W ATEII MAIN IIELOCATIO,N ··-.. ---~-' DE!Wff01'1lJTl=J,Jili'IECTOR PROFESSIONAL CIVIL ENGI'1EERS & PLANNERS lf.?;/9! 05 6\ A:5-/.5U/LT,S /?:, LLjii,,/,I .J. PUBLIC WORKS DIRECTOR ,RE. NO. l~· ------------,------1~~~::'._'.:__j_::._.::_:~~-::::....!3:.::... ___ ~:'..".'.!~-~~~ R.E. NO. /-z._ty( s TA. 1 5-1-40. 0 3 TO z 3 + 18. 1 6 DA TI; 'i:/1+/</o • ------= 4840 IRVINE BLVD •• SUITE 20• • IRVINE, cA n1io t· :'.;?~71:'.!!Qj0:'·5:':·~"'~-L:o.~. c~·=e~. n:-~A~·_:c:'o.:".""'~'K!.~e.~N:_:-r::::s~· _:_&~1 ~ __ J _ _j~D~A~TE;:::;;::::=-~/~~;::==:!------------:...:.i;.1 LI ~----J • DESIGNED Dl'IAWN TELEPHONE {714) 730-5256 A"P'D. DESIGNED DRAWN • w·, _5189_s . O _ _ . cl'. DATE BY DESCRIPTION ,r /?. 5. 6,. J. 5 r, CITY Of iNIIWfOIT IEACM CH!.CKEt> • lil!TIE REVISIONS CHECKED DATE -'OF rx, .,.. f'UIBLIC WORKS llfl"ARTM!cNT SHEET , "ti /7.J.M. 4-t5 90 I , _: ~ ~ ~ i ~ . z -0 z ~ C z -1 I I i ~ ~ 0 ~ • 0 • , " ~ . , t I j I: ~ m m • □ ~ rn ► • ~ □ D □ m D ~ z C < ~ D □ ~ rn ~ D l'l B ~ m ' z C ~ ~ □ ' u • D • i .m Ii C tl ,, z " " \:; z :,: 0 5 " 0 ~ D !; 0 z • ~ z _m Ii C ~ □ D z " -0 \; z I 0 5 8 '!l □ "' !; 0 2 • I "' " ,. C: ~ 0 "' j:: Q ... ..c:: i::.:============-=i-=:+=-=+='---=-l=--====i==F=-=i=e+==---=+=+=-=t==F=====r=--=-= --- -•= •~ =--.~-::--C --J--.,.:_--•-•·••L.,,-,. --=c-tcr=,H',lt;!'?-j-=-cj-cc-,!---,-ccr7-,----,-,.,--,--J--,-t-7-t----------__ :.__::= .. -~f--~.-.. ,.-:: ... -::::1:::: .. :-:-~:., -=•f·:~·:•••~*-~·-+ __ --•-=--~:.::=.:::f==+-= -=~3---=~-~~:._, .~.-:~ E-=+:,+.:.,:[,.;..:i..:c;:::..,::i:::,.,.f;.-:±-=4-=t==+="'±':=c,,--=-'=l-,=--'----4M-c=:E-=£±~"='-t':=+=-:t=i-=e:--=±3=:::;.;=E::cj:3i=--t=+='-f--c4c.,=.;h+4=---,,.,:,:,+,c:,+3,""'-j::..ccJ=-='f--="1='t=-:.::--,-t.~ !;J, t!==:,:j.;::,;·::j· . .::?-=?:ic:::.:J::J·•~=f_-=!4=~:..:~:.:~~·=='f·~:..:=:.:.·j:.=-==-=J:..:f::.:;j:.· ~==.-=1;:..:-::.•· •. ·'lirs'·····'l.1ai' ~ffif ~f;;;~; 1'; ~'-:_ = ~ • • ,_ --_---_ ~: -~~~~=~; ~+ - . --; ;f~ = ~· • -i~f~rf!ItI~~~ • -L ± ± , 4 ~ ::-_t t ~ J; ~ k~ "~ l© '"f ffk' aJJ1f1 f ~{J '7 + DIETERICH POST REORDER NO. 113013 I + I I PROFILE SCALE HORIZ. VERT. M/'\...e ::5ri A:'c.5TOA:'/'\PO/Y ?'~07ecT __ _ ( ?.A:'Ort::i.:>e..9) DESIGNED !jc&. - CHECK 0 p /VJ - + \ \ ~ II) CONSTRUCTION NOT'ES INSTALL 30" RESTRAINED JOINT DUCTILE IRON l?Il?E CLASS 52, ENCASE PIPE WITH POLYETHYLENE TUBE WHERE INDICATED INSTALL 30" x 24" x 30" TEE l?ER DETAIL SHEET 4 INSTALL CONCRETE VAULT INCLUDING VALVES AND APPURTENANCES PER DETAIL SHE'll?I' 4 - ----G EXCAVATION, li!EDDING & li!ACKFI LL TRENCH PER DETAIL SHEET 4, ,' ·. REMOVE .!ND R~P~~~E IN KIND !XISTING SURFACE IMPROVEMENTS.~ r;:-;;s, INSTALL TYPE L MARKERS PER CALTRANS TRAFFIC MANUAL WITHOUT_) V REFLECTORS. STENCIL ON MARKERS "WATER LINE -C.N.B.". LOCATE ·••\.. ?N THE SURFACE OVER THE CENTERLINE OF THE PIPE @ 100' 0. C. ~EGINNING AT STATION 17+40 AND PROGRESS EASTERLY. ® ~-----------INSTALL CONTINUOUS 3" WIDE METALLIC PLASTICIZE MARKING TAPE INDICATING "CAUTION -BURIED WATER LINE BELOW"., WRITTEN ,MARKING SHALL BE NO MORE THAN 4 FT. APART. TAPE COLOR SHALL BE BLUE. 'i=Xl5T ~OUN/? .. -CCU'-fTY CF CflANJt ~ j APPROVED DEREK J. McGREGOR, INC. PROFESSIONAL CIVIL ENGINEERS & PLANNERS /JACKRlL £XIST-l?ITCH SECTION A-A .GROUNDWATER DEVELOPMENT PROJECT 30.;,INCH WATER MAiN RELOCATION~- "'i~!'!!Jl~,:,~,s~~~~::!..5:----~~/~/~-~J~, ~ PUBLIC WORKS DIR~CT3R ,, .,'.' 111"! • .c.. A-~-8""L'l'.S ,2. •~ 41 R.E.No. _2. ""'" STA. 23'+11.11 TO STA. 2·1~·4a.s1 ----------------/;I. ~ I I -. t ~ ~;e~,;.~e105D:·~a~·,_G=·~o=·~C~.~€'._.~M~.A::.:.·_c=o:M.:'M~E~N~T~S=-!:.ill=' '.._ __ _(.__-l~D~AT~E:;::;::::::::~~~~==+-----------;_---rc"'."c-----::--I 4840 IRVI~E BLVD., SUITE 208 • TRVlNE, CA 92720 I- TELEPHONE (714) 7l0·l2'6 • AP"'D. DESIGNED DRAWN 'W-518'9-$, DATE BY DESCRIPTION r O :!'. 6, J. F. (ITY OF NfW'POlT lfA(M c'.1,~~ M Df,ljc-5/90 PUlilLIC WOR,KS O.[PAPITM£NT SHEEJ~-"3 oi ~ ~-REVISIONS I: ' I I i 0 • ill ~ ; ' 0 z ~ ra i f I .I j z ! • a ~ ~ i I l I, : I' I D ~ D D ~ ~ 2 C ~ m m TI D ~ D D ~ D D m D ~ 2 C g m m D 0 ~ ~ D ~ 2 J: 0 r 0 " 0 :I) u Iii 1l 0 7. • :ii 2 '" ~ "' 0 :I) z " ~ .... "' ',-......_ --" 0 "" -t:: u ~ J: 0 r □ " □ D c3 D !1 a 2 • ;ii /;; " ., § ! ---✓ • u > "' ·., "' .. .. z . ..; ::J t; .. I "'w ~ ~ a w ti.J _J <( w C!J_J !=JCl'>Z~ IOCI 0:LLW:Z<to IO~ wxt!l<i'...Jz (f) •2:..JlL <nw g ,,tlLC~ <I: z O ~ X 2C> ;-! o w ~ -z '-' 0: _j<( 0 _j (lJ _J W =.,. 8 _JlL n.: I.!) (\J . D.. w,. i-.:: 0Z XUl~'<t~ j "' . Ul I 1-" "'-;1-1.1. -0 0 = t-=> ..___.....;· . .i -'\ 1 g_ ~ 0 _'".l--+"---A0l~ ~ ~~ ~~ r,:W-~~ ",, • \ ci = -1 ~ 2 ~> _J...J,. w> "" : :::, J <i:f' l1J ..J LLtl.-NI-~ -.. 0 N ..,-41!.. N t-4 =-::ioC:ffi-1 • \ .,, ..------N 1-=> f-> N'u>uv, ', ~-u-~l\\.'---1!1,ll-. _· ..... -lll,-.... , ,...----,~P.,-...:~'l'.,it-2------'-fn-;;;111t-A1---E'1--rt1-:·'i-.--..l.-..c,. ,r-Jn.l[7...!... • .J.J --"". -~•" ' / I f-'\ I I -.. y µ ! I I ~ I I I I ., I . (I / ~ ~ ~ (I I I 4' . _:-1-111"-• I 1 ~ "o I/ . ~:';~ I ~ ~ ~ -~ -: ""_\.'J;-.,:L __ -1----~;~_-•.-f'i...:' ~~==~-1--/ ___ -:o-4- I ' . •, .. , y ~I"" : 1 1 • ''' 1 • ,..-;. '' • • ' •• • •• , \.fWBERIZED /4" STEEL BLIND RUBBl!:RlzEo J " i!f//11 ···• '/4 -.,'~·\ ."".t ~ MECHANICAL MECHANICAL '&, ~ ~ ' N ,I~ t: GLANDS" LLNK-SEAl.!1 GLANDS /1>~·1!41,..,,..--++....J'--:,~~-·~•+'-f-,--,,,i~P\'- !"LANGE: "LINK-SEAL" ,,,,, ~ "' "· .2' PIPE 2' HARNESS RESTRAINT 82 S.F. MIN. THRUST BL◊,CK 82 S.F. MIN. THRUST BLOCK A SUPPORT L ASSEMBLY SEf DETAIL 9" P.V.C. VE.NT PIPE ROCK BASE BELOW. 0 -SECTION A -A ... I HARNESS RESTRAINT As-5EM8LV WALL STEEL LADDER CONCRETE VAlJIT--DETAIL N.T.S • .1 ALL.TflENCH BACKFl.l.JHALL BE COMPACTED IO'W, IIELATIYE coMP,eTIOIII. SUITABLE NATIVE MATEIIIAL MAY IE U .. D A. IACKl'!LL, IIIP RAP LOCATED WITHIN THE CHANNEL INVERT SHALL BE REPLACED IN KIND. 1 FINISH GRO~D OR INVERT OF CHANNEL 'ft:, ... . ', --_ ' -~-. -.--_, .: "'-.. W N ,;,.;:-~...;:c,~ :/~ PIW TRENCH SLOPE. ~VARIES AS REQUIRED 0: ~ "''-> "' / c1· SHORING WttE'RE REOUlRED TRENCH DETAIL • N,T.S. DIETERICH POST REOFtDl!R NO. 113013 ' -----·-- • 82 S.F. MIN, THRUST BLOCK . ' 30" SPOOL ·(FLANGED ',\_ X FLANGED I , 50" RESTRAINED JOJN T D. I. P. • ,------" " -- MIN. THRUST BLOCK 30 ".,MECHANICAL JOINT ~RE.TAINER GLAND 24" STEEL BLIND FLANGE 3011 ADAPTOR !FLANGED X MECHANICAL JOINT) MECHANICAL JtllNT RETAINER GLAND ---3lJ' RESTRAINED JOINT D.I.P. 30" MECHA~ICAL JOINT RETAINER GLAND 411 STEEL BLIND. FLANGE 30u STEEL FLANGE 3011 -45* BEND WITH 411 FLANGED NOZZLE OUTLE~ {FLANGED X FLANGED) 30 " BLINb FLANGEi DETAIL --~ ~-• . 5 ~ __ , -' ' ' 50" MECHANICAL JOINT RETAINER GLAND .. 82 SF MIN THRUST BLOCK, ---t---30" -45" BEND (MECHANICAL JOINT X MECHANICAL JOINT) 30" MECH;NICAL RETAIN.ER GLANo 30" SPO()L - (FLANG!i:D ONE END X F'LAIN END.) 3011 .X 24" X 3011 TEE {ALL FLANGED) • POLYETHYENE ENCASEMENT 3011 A·DAF'TOR ( FLANGED >:: MECHANICAL·.-JOrN"fJ 30" x 24" ~ 30" TEE ~TAIL N.T.S. 30" RESTRAINED JOINT D.l.F~, 3011 RESTRAll';JED , JOINT· 0.1.P. 3011 MECHANICAL JOINT RETAINER GLANO /30" RES.TRAINEQ / J,O INT D.IP. -N.T.S. I SACK SLURRY SEAL -(FULL CIRCUMFERENCE) ls=--------.· I 12~ ROCK BEDDING 30° 0,1.P, I I I PLAN VIEW N.T.S'J UNDISTURBED • *MINIMUM DISTANCE BEYOND TRENCH SI DEWALL. ~ o • -;.--+ ✓o • ·~ i~ --- 1 CASl~G PIPE L_ .,---FILL 'WITH SAND ..-+----OVERALL Dl"'IENSION:5 , REDWOOQ Sl<IDS 3' LONG BEVELED 90TH ENOS " . 4 SKIDS F'ER LENGTH OF PIPE. SKIDS TO BE STRAPPED 3' !='ROM ENO OF PIPE WITH STAINLESS STEEL BANOS. ,------2-5/8 MIN. I 0:1.P. NOTES: I. ALL STEEL GA SING Plfl'E Fl ELD JOINTS SHALL BE WELDED FULL CIRCUMFERENCE. 2. 0.1.P SHALL BE TESTED PER SPECIFICATIONS. 3. E°NO OF CASING SHAL\.. BE SEALED WITH "LINK SEALS." 4. CASING ,SHALL HAVE :A MIN. 5/16" THICKNESS. ffi G) 0 0 0 ffi • ' TY-r) ,;V .. l/16- 24,,TYP. 14" TY P. 2 \--Ill ABOVE RIGHT. 5 • 3 8 9 PLAN VIEW -N.T S. BASE PLATE DRILLING TEMPLATE • DETAIL VIEW-N.T.S. BASE PLATE ANCHOR BOLT Pl1PE SUPPOR.T DETAIL SQUARE STEEL PLATE. 12" X l2"' X 0.375" THICK. BLACK STSEL ?IFE. 2.5" DIAMETER X 14" LONG X 0.375" THICKNESS. WALL STAINLESS STEEL (316 ALLOY) ALL-TH~EAD ROD. 2.0" DIAMETER X 18" LONG. TRACK WELD 'I'O 'I'OF HEX NUT. HEAVY HEX HEAD STiEL (304 ALLOY) NUT. FLAT l:!LACK ST=.i,L l:!AR STOCK. l" WIDE X 2.2" LONG X 0.375" THICK. FILLET WELD T<rHEX NUTS, ONE FACE. SADDLE SVPPORT, STEFJ,. PIFE BENT OFEN TO ACCOMH.OD~TE SittME S[ZE OR ROLLED S~EEL FLAT 'BAR TO MATCH SUPPORTlm PIPE. 3" MINI.MUM WIDTH X 12" ROLLED LENGTH. FILLET WELD HEX NUT TO BOTTOM OF SADDLE SUPPORT. INSTALL B~SE PLATE ON HIGH STRENGTH EPOXY CEMENT COMPOql-1D, COAT THREADS WITH LIBERAL.AMOUNT OF ANTl-SEAZ£ COMPOf.fiD, DRILL CON~ETS PAD OR VAULT FLOOR AND MOUNT BASE Pt~E WITE 4 EACH. 1/211 STAIN·frESS ST.EEL CONCRETE ANCf{DR BOLTS. SEE BASE PLATE TEMPLATE. • .. , N.T.S. e @ @ @ G B ® TlGHTEN DOUBLE HEX NUT SNUG AGAINST SUPPORT TUBE. USE 60 FT.-LBS. TORQOE. TACK WELD ALL-THREAD ROD 'BO HEAVY HEX NUT UNDER SUPPORT SADDLE:. REil-HEADTlt STAINLESS STEEL CONCRETE ANCHOR BOLT, l/2 1: DIAM~ER X 4" LONG, 1/2" STAINLESS' STEEL HEX ANCHOR NUT. RED-HEADT/': OR APPROVED EQUAL. l" X l/2." HEAVY STAINLESS STEEL WASHERS, DOUELE STACK ON TOP OF SUPPORT PLATE. ALL PIP..E_, SUPPORT coMPONENTS SHALL BE HOT-DIP GALVANIZED AFTER FABRICATION, WITH THE EXCEPTlON OF TSE ALL-THREAD ROD. ALL PlPE SUPPORT COMPONENTS EXCEPT THE ALL-THREAD ROD SHALL BE PAINTED AFTER FIELD lNSTALLATION WITH AN ALKYD ENAMEL PAINT sYsTE)f CONSISTING OF A 2 MIL PRIMER COAT AND A 2 MIL COAT ·OF HIGH GLOSS ENAMEL, COLOR SHALL BE WHITE, RED OR BLUE AND SHALL MATCH. THE SUPPORTED PIPING. • PIPE SUPPORTS SHALL BE INSTALLED ON ALL BACKFLOW PREVENTION ASSEMBLIES AN°D AS INDI€ATED FDR ALL VAULT INEiTALLATH'.INS. REFER TO STANDARD DRAW[NGS STD-513, 5l4 & 521. APPPIOVED 42" STEEL (1:ASING DETAIL N.T~ DEREK J. McGREGOR, INC. PROFESSIONAL CIVIL ENGINEERS & PLANNERS -· J/.!?1 /91 D S t:; ------------------ 6 / Z? ftlJ f).5 6, AS·.aU/2".TS 11./1<-/•1 O,C. £./11./'l. COMMENTS ID, • APPROVED DAT ·DRAWN • £7, 'L 4840 IRVINE BLVir.", SUITE 208 • IRVINE, CA 92720 1°!1,LEPHONE (714) 730•5256 DATE BY DESCRIPTION APP'D. DESIGNED PSG OAf-E; •• 4--.i:'5-.'.:%) REVISIONS CHECKED l7JM DRAWN DATE 4- L • . GR OUN DW ATER DEVELOPMENT PR-OJECT: • 30-INCH WATER MAIN RELOCATION: DETAIL ANO Sl:CTION,S CITY OF N:E.-ORf IEACH PUlllLIC wo111,if~EPAftTM£NT W-5 89:-S, SHEET 4 OF 4 I j • I I I I I I