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HomeMy WebLinkAboutS_5216_S-i.;,_,i< ~~ -__ _ LOt S:T~OFCiJi_-_-i6f,t.;,.71-cf~-•~t_:i_--4,e~~-li---+le..--bbh-bbh-.,.-66.-!,---;,.,J.,--.. ho::-..,--66-;.,:+ -... -6 ~• .. -~.;;C-~b;;Ni,:::.S,:.Tr,.;:lli:.:,::.t:I:.,--i._;3;.;·F6;.::~;;.:-1:,:'if..-~ 1··r,:.·.:.,.:. '• ..,-~-6Tc,;.,I F~C;:;.H:;;.--4t:;;L:::,· -~,S;.;::S:....,~0:.,,-.ITIV~-C --;._,A;.;.'NW+~.., --":;.:••9=,· ;;.;)O+P.;!;;,,P4.1 ~"'"""lrl~--t.,..·,,1,...,,·.,,·· ,,,,.··+·➔ ··.'"" •. • ➔...,,-... •.➔··.,.>➔:.,,·. ,,· ... ·++#--➔• c_··i7.-:t-:i·-:-:, :i\-:c•• 7'_,-•·:·i!7·: .i1,_-'-:-:·•··•c-:-• i ••• 7 _.-.. ,-_ --~~_:~~ -,~---:~r,ij··t~----1:·~·-~-M·.--~---.,t •• ~---::·· __ 1= .. =-t=.=.t=_.t __ ·_=--_+-::··--+-=··++➔-=---:~··=•·~,~t-~'"~Fa~-,.~hN;;;,~f,H;;ntn~---"t-;[:LJi~.i'F1,'iC~·11.== .. =-=t·-=··~·~·i]··t .. ~·i·ij· __ ;~--··~-i-•• -t·e!~ ... i,,rF.ffliij:-R .. -.. ,fi:;ijf.,"ii:F.-ij: .. ==f=f=f __ =f.=f'=·=i=.=f=:Pq.-++-·f·++-+-+-+-t--.. _-1 . .:_ ... ~.-._~_" .. '---_P1 ·_. __ ···f .. --.. P .•. r.--.. +•·--:+· .. --· •• +.-t-f--··-1·1-,·•·~···----P,f:· __ -:-_·_p.c•tJ=--:_~-+:"'·+·8-·:-_-.-CONSTRUCTION NOTES CONSTRUCT 8-INCH PVC CLASS 200 SEWER ONERSION PIPELINE PER CITY OF HUNTINGTON BEACH -, ___ ).J __ .\: _...,._ -· ~ -V •• • __ F'-1 • .-._:-·. -~--'.-, - I ., .. -,. ' ' -· .. --J, ---r ·.J .. 1 • --· '. . I. . --............ ·-. -I • -----•• • • ··11-tt ,. I .. ---.. ---. -. -l II I ··--!-. i 3+00 4+00 40' J8 J9 3J ' - .. . .. c· t.n _-- I ----- ----1·. I-· ' +--+--+ -'~ -. .1 •• : --_ _--.. . -. ., -" I . . j . 1 I ' ' ' --.------.. --,-.- • ' : ' ,.. . ,. ' ' ·-• .. • •. ' ' STD. PLAN No. 606. REPLACE PAVEMENT SECTION PER CITY OF HUNTINGTON BEACH STD. PLAN No. 190. CONSTRUCT 4' el T-LOCK LINED DROP MANHOLE PER CfTY OF HUNTINGTON BEACH STD. PL/W No. 506 OMIT POLYURETHANE LINING. CAST OCPFRD ON THE MANHOLE COVER. REMOVE EXISTING CONCRETE DRNEWAY AND GUTTER. REPLACE PER CITY OF HUNTINGTON BEACH STD. PLANS 209. REMOVE EXISTING AC. PAVEMENT. REPLACE WfTH 4-INCH AC. PAVEMENT !SHOWN SHADED AREA). CONSTRUCT 6-INCH CONCRETE ENCASEMENT PER. DETAIL @ CONSTRUCT 4-INCH CLEAN-OUT ASSEMBLY PER DETAIL @ CONSTRUCT 6-INCH CLASS 200 PVC SEWER DIVERSION PIPELINE PER CITY OF HUNTINGTON BEACH STD. PLAN No. 606. UTIUTY NOTES IJT/lJTfES WATER SEWER STORMDRAIN GAS ELECTRIC WATER STORMDRAIN ONNER CITY OF HUNTINGTON BEACH CfTY OF HUNTINGTON BEACH CITY OF HUNTINGTON BEACH SOUTHERN CALIFORNIA GAS SOUTHERN CALIFORNIA EDISON CfTY OF NEWPORT BEACH COUNTY OF ORANGE 10" I /'-0' LEGEND (j) PROTECT IN PLACE 0 REMOVE INTERFERING PORTION -t--E-----------'""-1 -' -f-----------+--.''+--1 (j) GUARD CABLE~ . 6'-0" 5'-0" 2'-8' -ocFCD RIW ~---'--=----+-----+---~ • i ' .... . . -• i ' 5+00 6+00 198 If. TN.BERT CH_AN_N_E_L __ 19~ I I TALBERT CHANNEL I. CONTRACTOR SHALL POTHOLE ALL CROSSING UTILITIES AND CONNECTION POINTS PRIOR TO COMMENCING CONSTRUCTION. 2. ALL FITTINGS SHAU_ BE RESTRAINED JOINTS. 3. INSTALL THRUST BLOCKS AT ALL HORIZONTAL AND VERTICAL DEFLECTIONS PER CITY OF HUNTINGTON BEACH STD. PLAN No. 614, 4. REPAIR PAVEMENT IN YORKTOWN AVENUE PER CITY OF HUNTINGTON BE/CH STD. PLAN 109. 5. CONTRACTOR IS CAUTIONED THAT EXISTING 30-INCH NEWPORT BEACH WATERLINE IS IN SUBSTANDARD CONDITION AND MAY BE INADEQUATE TO WIT HST AND SURFACE LOADINGS FROM CONSTRUCT/ON EQUIPMENT. THE CONTRACTOR SHALL INSTITUTE MEASURES TO PROTECT THE 30-INCN WATERLINE IN PLACE INCLUDING .LIMITING THE TYPE AND WEIG/fT OF EQUIPMENT OPERATING IN THE VIC/NfTY OF THE FACILITY, LOADED TRUCl<S AND EQUIPMENT SHALL EXIT TO BUSHARD STREET. THE CONTRACTOR SHALL REMJlJN RESPONSIBLE FOR ALL DAMNJE TO THE EXISTING WATERLINE CNJSED BY CONSTRUCTION OPERATIONS AND ANY COLLATERAL DAMAGE RESULTING FROM A FAILURE OF THE 30-/NCH WATERLINE. 6, CEMENT SLURRY BACKFILL AND CONCRETE ENCASEMENT SHALL BE PLACED UTILIZING CONCRETE PUMPS STATIONED AT YORKTOWN AVENUE LOADED CONCRETE TRUCKS SHALL NOT BE Al.LOWED ON THE CHANNEL MAINTENANCE ROAD. = FENCE \ (j) REINFORCED \ CONCRETE CHANNEL WALL r-; 3'-(Y' 4" AC. PAVEMENT ACCESS ROAD 1_._-S'HIGH -CHAINUNK -FENCE .~~'.lS'B) '~o -,~X,'?9: SLOPE FILTER FABR!C~1 AND GRAVEL GALL£RY(j) 6" PVC PUMP -~ ..-= STATION DISCH.~ --EXISTING t.. PIPE = BLOCK WALL fJ\ '--AGGREGATE _I_ \'..,I BASE ,y ; l'-6" EXIST. 30" CNB ACP IRON WATERLINE (j) SECTION A SCALE:¼"· l'-0" RIW ff_ YORKTOWN AVENUE RIW 1 .. 40'-(J 12'-0" 20'-0" ~1 .. I I I 40'-(Y' ~I 12'-(J' 20'-(J' 8'-0" /0'-0" EXISTING ASPHALT I PAVEMENT OVER : AGGREGATE BASE , : ' ' 1!==~~-~~~~-Rii_._, •-~a, ~~~-~:r=7L=J1 23'-7" • ' f-------,--1 ---------➔i SIDEWALK CONCRETE CURB ~ (TYPJ ( PR:POSED 6" PVC AND GUTTER !TYPJ 2lJ 10 I __ 1 EXISTING J'GAS EXISTING l2"AC WATER 0 2{J ! SCALE IN FEET I Inch • 20ft. AKM Consulting Engineers IOI Pacifico, Suite 150 Ir-vine, Co. 92618 (949► 753-7333 40 l EX/51"/NG ,.,.JP! WATER WICONCRETE · ENCASEMENT SECTION SCALE; 1/a'. r-o· ( DNERSION PIPELINE . r '\ EXISTING 18" VCP SEWER LEX/STING 27" SD ORANGE COUNTY PUBLIC J,ACILITIES & RESOURCES DEPAR~NT TALBERT CHANNEL OCFCO FACILITY NO. 002 /)\ 9/IUOI REALIGNED DISCHN!Gf: PIPE DATE DESCRIPTION TALBERT CHANNEL PUMP STATION REVISIONS FOR LOW FLOW DIVERSION ,_P_BE_P-~D-UND~Ell-,-mo-.a-,,-.!-ON_B_Y,----· -8-INCH PVC SEWER ~ON4, DIVERSION PIPELINE . . ~..._ s. Ht,11.,-1 ~ . WATERBURY LANE l;t ~ + i-' . ST A 2.i-61.30 TO ST A 6•00.00 -I~ 1-unan lm DEsmNE» J.I.OAGUE sHEE·r / . ''f" : Lsf/., ,-, (\ I i;:D.;::~.:..:::.:~;:_;=,. ;;;;;VM<;;;;;G;;;;:;;;;;AT=E=;:V:;;:'HE=,,D=KERA=. =WIN=,,=:=OA N=G:=. =-I G ' '' ''e 'IJF Ck~ ' I DATE AS SHOWN SEM", ,00( D02PS1-701-1 ' OF 31 3A NOTES: CONSTRUCTION NOTES CONSTRUCT 4c/NC/-f CLEAN-OUT ASSEMBLY PER DETAIL @ CONSTRUCT 6-/NCH CLASS 200 PVC SEWER DIVERSION PIPEUNE PER CITY OF HUNTINGTON BE/'CH STD.PLAN N0.606 UTILITY NOTES IJT/UTJES WATER STORM DRAIN ONNER CITY OF NEWPORT BEACH COUNTY OF ORANGE LEGEND 0 PRUTECT IN PLACE I. CONTRACTOR SHALL POTHOLE ALL CROSSING UT!LrTIES AND CONNECTION POINTS PRIOR TO COMMENCING CONSTRUCTION. 2. INSTALL THRUST BLOCKS AT ALL HORIZONTAL AND VERTICAL DEFLECTIONS PER C/TY OF HUNTINGTON BEACH STANDARD PLAN No.614 ' - -.. : • -•·• .,,,-.. • -•• e ! " ••',,•. •• • '" I · ·•:+ •--~ _-• .,•·.-1.. " ---•·· •••, .:•:•~~~-•"':.:."_••-~•:::~--~SP.~-~"•••• __ '"'"':•-~::-.':.::_ ,:·:..;:;•~.:._,, .. :::•~• 3. CONTRACTOR IS CAUTIONED THAT EXISTING 30-/NCH NEWPORT BEACH WATERUNE IS IN SUBSTANDARD COND/TION AND MAY BE INADEQUATE TO WITHSTAND SURFACE UJADINGS FROM CONSTRUCT/ON EQUIPMENT. THE CONTRACTOR SHALL INSTITUTE MEASURES TO PROTECT THE 30-INCH WATERLINE IN PLACE INCWD/NG LIMITING THE TYPE AND WEIGHT OF EQUIPMENT OPERATING IN THE VICINITY OF THE F/'CIUTY, LOADED TRUCKS AND EQUIPMENT SHALL EXIT TO BUSHARD' STREET. THE CONTRACTOR SHALL REMAIN RESPONSIBLE FOR ALL DAMAGE TO THE EXISTING WATERLINE C/JJJSED BY CONSTRUCT/ON OPERATIONS AND ANY COLLATERAL DAMAGE RESULTING FROM A FAILURE ,OF THE 30-/NCH WATERLINE. --I--- ~· - • • • ' .. --.. -. - I .. ' . -· ' ' ,.... ..,.1 .. 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' -t-t-+--+--+--+--+-t---+---l-t-t--~-t--+--+---+--+--+·---f··---1~H 201 f-- . 8+00 CHANNEL WALL 202 I I VERT. 27 203 f-- 28 .. I. --' (gpm) /ft/sec) 2•66.42 to !7•10.56 300 FORCEMAIN 3.41 . D" 21'-2' .. --,. --.• , . --~------------==--=-------~-----i 10+00 GUARD CABLE FENCE 0 \ REINFORCED CONCRETE---,,, CHANNEL WALL 0 ~ 2'-4" 8'-5' EXIST. AGGREGATE BASE ACCESS ROAD 8'-0" ,-OCFCD : RIW ''"""--5'HIGH CHAJNUNK FENCE ~,..._OQ_) ~ ~_o;..,. .::'0...0.DX';;,'--',..._V_D,,--,. :ac· ~.Q;<QV,..,,O!),-. v~ " ;-EXISTING , BLOCK [ WALL0 SLOPE FILTER FABRIC -1 AND GRAVEL GALLERY([) 6"P\IC SEWER r DIVERSION FORCE.MAIN / -EXISTING 4" PVC Vet SUBDRAIN 0 '1 9cI'I, = ~r ~ 0 ' -- SECTION SCALE:¼'· l'-0" -6' I i:-.,L rrP rPIPE __ / ,-TRENCH CLASS f ~·r-~1 v ~ ~ ~ 450-C-2000 10 I' I~ ,· v J v· ;J !ff.15 o REINFORCED !l. ~ ~ ___ ' : EACH WAY CONCRETE ih ~ ' , ' ENCASEMENT /. ' _ _' . rUND!STURBED s \!....., V • I', 1.q·1~ SOIL rrYPJ L.:'t::.-=::.:t::::::::: . .,,,~ l 'fl t CONCRETE ENCASEMENT NOT TO SCALE. I /J\ 9/11/01 R£N.ICIEIJ DISCHM<IE PIPi MAfU{ MR DESCRIPTION REVISIONS PREP,\RED UNDER SUPERVISION Bl.:": AKM Consulting Engineers 101 Poolflco, Suite 150 lrvlne, Co. 92618 (949) 753-7333 2f) I ·~""'.'l;!:l·»~u ---, - EXIST.30" CNB ACP WATERLINE 0 > a 1 r a I 20 I SCALE IN FEET I Inch • 29ft. 40 i ORANGE COUNTY PUBLIC FACILITIES & RESOURCES DEPARTMENT OCFCDACILITY NO. DO2 TALBERT CHANNEL PUMP STATION FOR LOW FLOW DIVtRSION 8-INCH PVC SEWER DIVERSION PIPELINE WATERBURY LANE ST A~ 6--00 TO ST A, I0-1-QO DESIGNED J. LOAGUE SHEET DH.AWN M. VARGAS CHEC:kED J. LOAGUH_ 4A SCALE DATE DRAWING NO.' AS SHOWN SEPT. 2~1 D02PS1-701-l OF 31 PNI' 3H~2. OGI<! 7-5:2 I 6~:;, ' --·l .• __ • • -.:.:::: . ---. -:· . .. -"' - - -.. , .... . . -. - ••. .' . : .•: ;, ... --- ·--· ._ • ." .: •. -~_:::-·-. · 1:. -.' . •• -! _· i • :· -...:.::..::.... .i::..-...::..-i-:.._. --. ,. . ".-+-,--'.+--+--+---+--+--+-.-+..-cc+---+--+-.-+--+-+-+---t--Cf--_-__ f'---t----'---t---+---+---+---+--+- . ·1_._ •• f.'. .. " .. r,;,.,•,:; :·: ·-i',,..:.~ -~,. I.... .II':"" I" T ..... -J •• L. ,,.,. I -_ I: j ·_ ' ... : .. ·· ."'.l ... , I- ...,_ -M ~ ·.·:.: --·_-:· ,· ·_·----.:1---~--,. -., • .:J .. _. --· .J"" --·-; -• • ···I.:· • --.. ~---.. j___ -~f---l ,.,-~c:-t'·--:_ .. c-t_ -----~-ccj:--·•_--__ ·.-."'.r--·-·rf-,-,-;-·r.:..._ -::/·.:...· ·cc1· r-c-f----:-c·-1-c·-'-_+ .. c...::J----+;'--_ • '-1_ ,...._ --'_ f--. _-+,....+.·-·---4·:..._:j...,.:--1~_;"'_ ..... '--. __ 1c-· +--'-j+·' ~-+--++ __ --'-1c-l~/i~-·-1-__ .:...· __ +_ • ..__•+· ...:.c.jrcc.c.--1,..e---'_-_'.Jc--·"'.::..··-__ -1-___ -.+--+· ____ ---c--1---1· f-·-·f-1--1-.:..._ ._+---+_1...:.c.J~I---+-+ 1•---4_-..j.· ..c·--1-·· __ +-1 4_j___:+____:_:j...__....j..____j___i_:___.)_-J_:_.:.(. _:;_;-t '~ i-, ~ '--~•C'-. , '.. d,-. ----. ., : -_-. lQ+QQ 11 +QQ 12+00 13+00 14+00 6" CONCF/ETE7 COLLAR - BLIND FLANGE / 16" x 21' METER BOX wrrH CONCRETE COVER , BROOKS II SERIES OR EQUAL 1 (TRAFFIC RATED) y~ I : •:.i;;~,Y -~,,,.:,i,,..,,.....,d i ~-,7 • 6'·¾" CRUSHED ROCK ff/SER TO CLEAN-OUT ~~~ i '?et'\,:{~!2 _ ~~ox PER DET All TO RT. i f.,E----4" CLASS 53 D.I.P. ~ 72-4' 45' FLG ELBOWS ' ~r:'"' 6' x 4" FLG '.::r--4''-45" ELBOW ! :i: ·. CONCENTRIC REDUCER~--' ~~ (F£?.x FUJ.J -i--+ ---~~--fr---11-~· ~:· --<-·,t- i ,_._. • • 6" x 6' FLGxPUSH-ON ;·,"7 :, ·--:,; ~ _\.. RESTRAJNED JOINT TEE • · • · •. • • 1__6" PVC CLASS 200 I J_ 6"PVC I CLASS 200 WI THRUST BLOCK AWWA C900 6"FLGxPUSH-ON ADAPTER (RESTRAINED JOINT) CLEANOUT DETAIL NOT TO SCALE 6" x 4" WYE (PUSH-ON X FLGJ WITH ANCHOR BLOCK I DNERSION PIPELJNE HYDRAULJC DATA FROM STA TO STA Q d/o VELOCrTY lgpmJ (ft/sec) 2•66.42 to fT •/056 300 FORCEMAIN 3.41 10" 21'-2" -------------=::_:::..__ _____ ~---~~ ,--OCFCD : R/W GUARD CABLE FENCE0 \ ""2.:..'-=-5➔"......:2=-'--=4",.....,___ _ __:_8'-=-5=-'---..i-..'------=-8'-=-0=-"--~-i REINFORCED CONCRETE----., CHANNEL WAJJ.. (}) ~ ~~--~~~---=...,,..,..==--_,,~"'---=--~=~-~~~---~--~- EXIST. AGGREGATE BASE ACCESS ROAD :-------5' HIGH CHAJNUNK FENCE 204 I I 6 29 30 CONSTRUCTION NOTES CONSTRUCT 4-INCH CLEAN-OUT ASSEMBLY PER DETAIL EB CONSTRUCT 6-/NCH CLASS 200 PVC SEWER DNERSION PIPELINE PER CITY OF HUNTINGTON BEACH STD.PLAN N0.606 3J 205 f- TALBERT CHANNEL UTIUTY NOTES UTILITIES WATER STORM DRAIN ONNER CITY OF NEWPORT BEACH COUNTY OF ORANGE (}) 506 I I 33 LEGEND PROTECT IN PLACE Cr£. TAJ.BERT CHANN_E_L ___ 2~ ' I -rRAc-r I I 10' FOUT PEDESTRIAN /\ ,. \ WALK \ ;\ 208 I I > J.(6' PVC SEWER d DNERSION FORCEMAJN SLOPE . ./ -EXISTING 4' PVC <J V ~ S, BDRAIN (j) ii ~ -c~ - <J o:...,tQC ._ r--"°O t-0" l'-6' I LEX/STING I, BLOCK [ WALL(j) ~~,{l '---- V _' • EX/ST.3(J' CNB ACP WATERLINE (j) FILTER FABRIC AND GRAVEL GALLERY(]) ZI SECTION SCALE:¼"= /'-0" NOTES: I. CONTRACTOR SHALL POTHOLE ALL CROSSING UTILITIES AND CONNECTION POINTS PRIOR TO COMMENCING CONSTRUCTION. D \.. --- 2. CONTRACTOR IS CAUTIONED THAT EXISTING 30-/NCH NEWPORT BEACH WATERLINE IS IN SUBSTANDARD. CONDITION AND MAY BE INADEQUATE TO WITHSTAND SURFACE LOADINGS FROM CONSTRUCT/ON EQUIPMENT. THE CONTRACTOR SHAJJ.. INSTITUTt. MEASURES TO PROTECT THE 3~/NCH WATERLINE IN PLACE INCLUDING UM/TING THE TYPE AND WEIGl-rr OF EQUIPMENT OPEf/A'T!NG IN THE. VICINITY OF THE FACILITY, LOADED TRUCKS AND EQUIPMENT SHALL EXIT .TO BUSHARD STREET. THE CONTRACTOR SHAJJ.. REMAJN RESPONSIBLE POR ALL DAM:AGE TO THE EXISTING WATERLINE CAUSED BY CONSTRUCTION OPERATIONS AND ANY COUATl::RAL DAMAGE RESULTING FROM A FAILURE OF THE 30c!NCH WATt.RUNE. _ -. • '·.'. ORANGE COUNTY PUBLIC FACILITIES & RESOURCES DEPARTMENT 10 ' __ o I 20 I 40 ' TALBERT CHANNEL SCALE IN FEET I Inch • 20ft. /?'I. 9111/01 ,EW Sl£ETPERAD!lENllW1 OCFCO FACILITY NO .. 002 ,,.... DAll DES c RI p TIO I' TALBERT CHANNEL PUMP STATION r------------------.--------..... --L-R-LE_V_I_S_I _O_N_S_::__--1 FOR LOW FLOW DIVERSION --... AKI.I Consulting Engineers IOI Poclflca, Suite 150 Irvine, Ca, 92£18 (949) 753-7333 :-= Pru<PAliED UNDER SUPER'"610N DY, 8-INCH PVC SEWER ~w '&-i ~-L ~:, ~~~ DIVERSION PIPELINE !i> • ~~~,,.. //...<& , ~-Ht4(<-~~~ WATERBURY L.ANE '"' _,_ I . f 1~ ~~, <::TA.IO+Ori~ TO STA.14•50 • • ·,I' _I ~ ,;w ,· /""""' . Ila A. /,-, ,-,/ :==D M .• ::UE CHECKED J.J.OAGL.. -_ S5HEAET '.,,_;P•cw·1L05~ , •'If a .... ,v ,,,., / I J1 or c~~ I ~ I DATE SCALE DATE DRAWING NO • . 0 fJF c~U As SHOWN SEPT. 20H Do2PS1-71Jl-1 ' OF 31 • Pllf> 51-ff:!. IJG;J ssi1b-S ....... ~ I .. : . --. -••• • • .: ., ••• 1--- --I· -, 15+00 OCFCD RIW -, ----· " -------~ • .,. " --t----------,------------- NOTES: I. ALL FITTINGS SHAU BE RESTRAINED JOINT. TALBERT CHANNEL STA209t45 RUBBER DAM DATUM FIXING UN£ 2. INSTALL THRUST BLOCKS AT ALL HORIZONTAL AND VERTICAL DEFLECTIONS PER CITY OF HUNTINGTON BEACH STANDARD PLAN No.614 3. CONTRACTOR SHALL POTHOLE AU CROSSING UTILITIES AND TIE-IN POINTS PRIOR TO V -COMMEf,JI;JNG CONSTRUCT/ON. -_.--..._ /"----,..,,.--..._ ,,,--...,---.. ______ ,/___ v---v,--' V ~ --..., .... . ..., 4. CONTRACTOR IS CAUTIONED THAT EXISTING 30-INCH NEWPORT BEACH WATERLINE IS IN SUBSTANDARD CONDfT/ON AND MAY BE INADEQUATE TO WfTHSTAND SURFACE LOADINGS FROM CONSTRUCT/ON EQUIPMENT. THE CONTRACTOR SHALL INSTITUTE MEASURES TO PROTECT THE 30-INCH WATERUNE IN PUCE INCLUDING UMfTING THE TYPE AND WEIGHT OF EQUIPMENT OPERATING IN THE VICINITY OF THE FACILITY, LOADED TRUCKS AND EQUIPMENT SHALL EXIT TO. BUSHARD STREET. THE CONTRACTOR SHAU REMAIN RESPONSIBLE FOR ALL DAMAGE TO THE EXISTING WATERUNE CAUSED BY CONSTRUCTION OPERATIONS AND ANY COLLATERAL DAMAGE RESULTING.,,(ROM A FAILURE OF THE 30-/NCH WATERUNE. k )-,..___, -~ -~.../' ,,, '-----~ ~ --"--_,,A,,. A /'--/ I -·· ••• ·-___ ' CONSTRUCTION NOTES CONSTRUCT 8-INCH PVC CLASS 200 SEWER DNERSION PIPEUNE PER CITY OF HUNTINGTON BEACH STD. PLAN No. 606. REPUCE PAVEMENT SECTION PER CITY OF HUNTINGTON BEACH STD. PLAN No. 190. CONSTRUCT 4-/NCH CLEAN-OUT ASSEMBLY PER DETAIL@ FURNISH AND /NSTALL5'W x 3B' H INFLATABLE RUBBER DAM. FOR INSTALLATION DETAILS SEE SHEETS /6, 17, 18 AND 19. CONSTRUCT 6-/NCH PVC CLASS 200 SEWER DIVERSION PIPEUNE PER CITY OF HUNTINGTON BEACH STD. PLAN No. 606. +----Hf-----+ --I----'---------I---I---I---- 17+00 2.00' PROFILE HORIZ. VERT. SCALE, I" = 20' r = 2' OCFCD RIW SC£ R/W AND OCPFRD EASEME/ff UTILITY NOTES UTILITIES OWNER STATION NORTHING EASTING 16+26.09 2196538. 79 6039401.43 16+42.01 2196538. 72 6039417.34 16+81.85 2196578.56 6039417.50 17+10.56 2196606.87 6039422.27 17+36.52 2196604. 74 6039396.40 .. -· . -' . -.... r: . • -, 1--• - I - -' , • 1 . ·I·'. -)·, __ I I. --• 1--. .. -- I· --- •• , I .. --•• . ' . 10" 21'-2" -i..-,__ ________ __:c_;c.,_ _________ --i GUARD CABLE FENCE 0 \ REINFORCED CONCRETE-._ CHANNEL WALL 0 ¾ • SLOPE 2'-5" 21-4' I 8'-5" - EXIST. AGGREGATE BASE ACCESS ROAD--. 6"PVC SEWER DNERSION FORCEMAIN ' - 8'-0' I, e -- ,-OCFCD : R/W ,--5' HIGH CHAINUNK FENCE ' V' ... ' ! -----·--j--b ..-+-+-+-+-+-+-+--t--1--t--t-t--t--+--+--+-+-l • --·-- EXIST.30" CNB ACP WATERUNE 0 )I( '~ ''·noi=',·· .,. 1:c:n' • LEGEND 0 PROTECT IN PLACE l'-0" FILTER FABRIC AND GRAVEL GALLERY0 9'-()" PROPOSED REINFORCED CONCRETE CUT-OFF WALL (9' x 9'-6" x n "5 BARc/2" O.C. E,W. TOP AND BOTTOM CLASS 560-C-3250 CONCRETE DNERSION PIPEUNE HYDRAUUC DAT A SECTION E FROM ST A. TO ST A 14•04.43 to I 7•01.23 Q d/D VELDCfTY (9pm) (ft/sec) 300 FORCEMAIN 3.41 ½" EXPANSION JOINT FIUER MATERIAL- T ALBERT CHANNE~ WALL TRASH SCREEN SEE DETAILffi QI}~ 6' 1 SCALE,¼'· /'-0" 2'-5' ---ELECTRIC MOTOR ,,r OPERATOR ¼H.P. ~-r NEMA 4 RATED ,✓ _ Wl.4 x W/.4 WEWED WIRE FABRIC ~ ,-,, o t·P lJft0/UY. . Q /3o_OJJ~(-)f - 2'-0" x l'-6" x 6' REINFORCED CONCRETE COLLAR ~-EXTENDED VALVE BONNET B'MOTOR OPERATED PWG VALVE PROPOSED PUMP STATION WET WELL MANHOLE--· ' CORE DRILL EXISTING REINFORCED '\~ CUT AND CAP EXISTING 4' PVC SUBDRAIN EACH SIDE OF PIPE CONCRETE CHANNEL WALL DRY 'l PACK WITH NON-SHRINK GROUT--t--f;.., ~ 45' ELBOW W/ I ' ='-0 _ ~ v{. FLG X PUSH-ON ---30'DIP (PROTECT) [> \ \ --- I SLOPE ~f. '-".' . ·-:: ~ ADAPTER e-------,-.1----2--LJ, ~«<"< IB"CMP . <> 1 -, 1 v " 'l , 1 ' ~~~ ~,n-.._-.41 __ (P_R_O:_T..:E::.:C_T_J ___________________ ➔=• ~,J#~!i,! ~ ~Ill-~~~---------------,--~i•:: /'-0' /'-6' I 45· PUSH-ON • FILTER FABRIC AND GRAVEL GALLERY (REMOVE AND REPLACE AS REQUIRED FOR CONSTRUCTION) Z 1 ELBOW 8" CLASS 200 s:;, PVC (TYPJ NOTE, I. ALL FITTINGS SHALL BE RESTRAINED JOINT PUMP STATION INLET PIPE DETAIL SCALE:%'· r-O" . ·, ·.- . . . . V ORANGE COUNTY PUBLIC FACILITIES & RESOURCES DEPARTMENT 20 10 o 20 40 TALBERT CHANNEL cl :::.1-1 __ 1 SCALE IN FEET I /noh • 20ft. AKM ConsultlnO Engineers IOI Pool fl co, Suite 150 lrvlne, Ca. 92618 (949) 153-7333 II\ 9/14/01 R£IIOVED WATtll ,IIEIUOt,ED • olSl!ARGE .PJPE MARK DESCRIPTION R E V I. S I O N S PREPARED UNDER st1.P:ERVISION BY1 ocrco f' ACILITY NO. 002 TALBERT CHANNEL PUMP STATION FOR LOW FLOW DIVERSION 6-INCH PVC SEWER DIVERSION PIPELINE TALBERT CHANNEL LEVEE STA. 14•50 TO STA. 17•'6.52 DESIGNED J. LO AGUE SHEET .AS l-iUOWN 8EP'1'. 2tMll D02PS1-70l-l OF 31