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HomeMy WebLinkAboutW_5349_SI l -~! -s------r--· I -r-. CUT IN 8"x8"x8" DIP FLANGED TEE AND TWO 8" CLASS 150 GATE VALVES WITH VALVE BOX AND STEM EXTENSION PER IRWD STD DWGS W-7 AND W-8 EX!STING 8" PVC RW 8" FLANGED COUPLING ADAPTER-----~ SLOPE=0.0000 ( ---- IE 149.00 8" CMLC STEEL FLANGED CONNECTION WITH INSULATION FLANGE AND 4-WIRE CPTS \ SECTION SCALE: 118" = 1'-0' EXISTING STREET EL 164,92:1: ·-c:= IE 160.16 5'-o"± 1 P201 8" FLANGED COUPLING ADAPTER 90' ELBOW AND 8" CLASS 150 GATE VAL.VE PER IRWD STD DWGS W-7 AND W-8 3 31'-0" r-o· EXISTING 30" SD 12'-6\ \ 5' I t--i ~ I 0 • I II II II 11 II \ \ \ \ \ I I I I i'!: 't,.,,.' I I Q. I I w 0 i--7 X I I < II II II I I: 11 II II II Ii I Ii ii II 111 II II I II II II II II II I l _,( Jl ·t _,( Jl I )l: A )l: A )l: A J 30" r1A. PILE, TYP. DEPr UNKNOWN \ \ ,t\ 3/4 \ \ 10'-0" MIN. CLEARANCE BRIDGE PIER AND PIPELINE SECTION TYPICAL OF 6 SECTION A SCALE: 118" • 1 '-0" P201 I I :::; • I I 0 I L_J ;.,, i---1 <-4 I I \ 4' TRENCH BOX • 15" GRAVITY SEWER \ l ,•·~ a •• A~T'(,, \ 0 • :: -l~.: \\\ ' ,, SEE SEC110N 1 /P201 -- ( 5-:l"iECE) N 2176414,83 S071H 46.46 STA •0+00,00 BLOW Off." ,.& I -. ----..____ -74'49 _ _,_,_ t ' 1 s,. 4--. ~ 5, ~ ~ ~:.....,;.__, ', ~~-.....:::: : ~~--~ ' ,. W ZON- ' _..__,_ 'c.--" ··~ ''' =.....: ,, ··,.:.. ' ': --;,;;; ,--.... 36''[.914mJ ZQNE I:! • 0 RECLAIMED WATER I ••·• •• ~ 5.,32' ANGLE •. ~l I ~ Jb~~~~:f! 12" !>EWER 7~:::::l 5:'3:"i4~T;R~E:£0l"' ~::::::_~:;':'.::'.:'.:::d~5~3,~, 8~T;;;,~c~-:.,...~""'-' /: I t...S ; ' ,----~-... -----·--------CONC, 167 .. 4. ... .,, ........ ' ' -; ' '"'. '. ;,:: .,.,...,__ """"" NOJES( t. REPAI~, EXIS11N,G TRA:PFJC CbNTR,OL ltlOPS. 2. ~EE (111)' •til; N~\VflORT 13EACfl SiANOARP PRAWIN~S .ANO •RE.Q!;ltREMEN1'S'•FoR···PA~ENT REl?~"CEME,NT, ' I :r \ \ ,. ':) \. \ \ ---s:: ' 6 _.::,,_ ___ , ' " ' l"RIOR TO CHAfiClNG':ZO~E s PIPELINE, .REMOVE BACK: ~01'1 P~EVENJ:ER (BFP) ANO BiUNO f'W.G( BOTH PIPE ENOS. RETURN BFP f~ IRWEI, ' • ' \ @ ··-.. 180 4.$6m --·--1-----..... ·" ' ' : ! I · , .. r ·· l · ' ' ' ,..;.,---·-1-. -;----!----~-----!--~-' M70 51.82m STA 7+45.57 STA 5m .l-N"---0>---.>I; - , ~[! ... ------E'P RECLAIMED WATER CURVE DATA -·-DELTA RADIUS TANGENT LENGTH 12•50•04• 1762.00' 198.18' 394.69' i [537.06m 1 r60.41m 1 r120.:som:1 180 [54.86ml 17.Q.151.82:m] .,..... I.I? O co co 0..1< 1-, 1-IJ.I (/") -!t I.I.I I (/) ___ .....,. ----------- s ~ 0.0160 ------------ ' -. _ __j._,, .. :: 1_....,..--• -:· • < :.< ' ' • ' ' : ' . ' --_.,..,.;--_--___ _:·.;;,....,,,,. __ .' '~ .. r:'P=Ro'.'""C· i:fL.~ SCAI..E · ·· • •··•·· HbRIZ 1"= 4!l! •• t3. otl --·---...c.,-,-,.-··+1_4_:::""'o ... 6..,.i_.:••-Me~R....,.T....,.1_'''"_8 .... -, .. ....,.·.·-· •c..--_·,1 ... 5-'-0-0-C,f_-... ·,,----•~--15,0 45.72:m] [2+74.32m] ·10 00 --------'1-'-1-"--0C..CCl [3+04.8m] [3+35.28m] "[3+96.:241'ri] [4+2a.12m1 •• [4+s1:2mJ STA 10+00.00 [STA 3+04.80m] 36" MANWAY SEE DETAIL F /P2 \ SCALE: 1 "=40'·0" [1 =480] CGv'L ENGINEERS 6 HUGHES sum 100 IRVl~E. CALIFORNIA 12616 194914S4-l600 F"l9491454-Jo01 STA 10+{}5.00 STA 3+06.32rri CPTS ~N0!6_, .,..... _!D,,:c"1!..!..!TE,..__J_R.p=£.!!.!.Vldl.S/140N;i.,,,Sc..,_ ___ -=---:::::-::-:::=-:-::----r'A'-"-P~P=RO .... IA=ED'--1 [)£5/GNED: GAF !RV/NE RANCH ~ 3 3/31/00 SURVEY MODIFICATIONS AND MISC. ITEMS . £6. ~if i---=4'.....j.....::3!...:./3:.c.,1 /c..::O::'...O ...J---:C:'.'.:A:'::..'.L T_:,::RA:::_:,N:.::.S ...:.:R::_::EO:.:::,Ul::.2:RE::::M:.:::EN.:.:.T=-S :-::-----b-::--ii-¥bc''{";;j'I• DRAWN: E!A WATER /)!STRICT ~,· . 5 6 /13 /00 WILDLIFE CROSSING REVISIONS /'I J. lilnn." •0 ·."'.'". '".':_••. · Irvine. ._,aJ1 . m,u"' '"'"~" ' 1--1------+---------------t---'ltli----l <JH£CKED: PH. ' 'fl~TER DISTRICT 'L....J........-..i---------.......i....--.a....... .................... ...-.11 .................. -.... """""""'-......-. ........ --~ ,,._ ····•.· : © '"' .. R~CLALME:D .yY~JER. CURVE: DATA . O[LTA •• RADtt.JS T:A.NGENT ... : LENGTH . .· 11'18'2?" i$9IL21' 197.82' 394.35' . . [ 609. 05m] [513. 771'l)j [120120m] . . PR!NCIPAt. PRINCIPAL £NG/NE£R \JO ~(I) <( ,.... ,.... Q. VlU FULL'\'W LDEO OR RESTRAI ED JOINTS STA 15-i-6 T019+60 ----l,q- 10 N a. I-180 [54.86m 160 [48.77m '16 0(1 '17. 00 c..;;_....;...;...._ __ ~.---'-'----'-'-'-"-"~--- .. '18 00 --[5+48.64m] _____ ._19~0(....,.I ____ __,_ ___ __.._ __ _j50 [45.72m [5+79.12m] [4+87.68m] [5+18.16m] [STA 4+84,~3m] 5.00' ANGLE N 2177261.36 E: 6077494.4.. STA 16+23.00 CPTS BONITA CANYON· JJRJVE PIPEL!JVIS PHASE J .• (WEST) NOTE: 1. REPAIR EXISTING TRAFFIC CONTROL LOOPS . RECLAIMED WATER ZONE B PLAN AND PROFILE STATION 8+85 TO 18+90 P202 SHEET 11 OF 29 FILE No. DATE REVISIONS SE 3 8 00 REVISED BY ENGINEER SURVEYOF? MacDonald-Stephens, Engineers, Inc ,, ,' ' " ' , ,, , ' ,, ,,,.,,,,, . " 22952 Alcalde /Jrive, Suite 100, Laguna Hills, California 92128 (949) 458-8844 L--1-----1-----------------------j---~--.---CHECKED: DVM -4, .l:>:i.P. W/PeiLWRETHANE LINED (CORROP!PE H B'f MADISON CHEMICAL) SHALL CQNFO~M TO IRWD CONSTRUCTION MANIJJAL SPECIFIOATIQNS' SECTION 15056 RROJECT MAN/!GER (; l 5 . .Mll;c'GRAVIT'r' SEWER l.lNES SHALL BE CONSTRUCTED PER IRWD C::ONSlRUCTIQ~ MANl.ifAL:'SPECIFICATIONS SECTION 02701 .>( : ·-. j!'. !1;:IETWEEN STATIONS 1+00 /IJ\ID 5+82, THE 15" VCP LINE SHALL BE CONSTRUCTED USING_ MICROTUNNEUNG CONSTRUCTION ANO 15" l,HCRO-LOCK VC::P PIPE OR APPROVED EQUAL w z -...J :c u I-< ,~ 7,. FOR SEWER LINE Ti,ROUGH WILDLIFE CROSSING. SEE PLANS -•-•-• "BONITA CANYON EIRIVE PIPELINES, WILDLIFE CROSSING MODIFICATIONS", , JUNE 2000. (SHEETS 1 TO 3) 0 0 40 ' ' . '""~···+----' 80 120 SCALE: 1 "=40' (HORIZONTAL) ' 8 16 24' -----, SCALE: 1 "=8' (VERTICAL) ---18" SD--- 12" FM EXISTING PIPELINES. ABANDONED PIPELINES NEW PIPELINES APPROXIMATE SOILS BORING LOCATION , PER LEIGHTON & ASSOCIATES REPORT ! FOR COYOTE CANYON LIFT STATION DATED APRIL 1999 GRAVITY SEWER P301 BONITA CANYOlv DRIVE PIPELINES PLAN AlVIJ PROFILE t,TATION 0+90.17 TO 11+00 SHEET 17 _ PRINCIPAL £N@INE£R OF 29 No. DATE ,.... 0 C") a.. c:, z -;: < a: C w w (.fJ 0 0 + ,.... 'II""" < 1- (/) w z _J :I: 0 I-< ::E i --·-·, ---·· I ' ' --·T .. -l& ---l-- -f.' I .. _ •---__ _ I Ii I~-" r r -• • ,s;Ts·:-vci> s~~E~ I - I I I I I -I ---1 8" REVISIONS W- 1-lacktlow PrevcT:er I -I .A.nd i\1e:ering Vouit -- APPRO':i'-ED 3 8 00 REVISED BY ENGINEER SURVEYOR cl, DESIGNED; $E OHECK£0: /JVM PLAN MSF MacDonald~Stephens, _Engineers,_ Inc. 22952 Alcalde Drive, .Suite 100, Laguna Hi/ls, California 92128 f949) 458°8844 PRO!/ECT MANAGER PRO.JECT ENGINEER oO P8/NCIP.4l ENG/NEER ' ~ "' ~..-~!'= ::,~ ~ ,. ::, " :: _- ~ 5' -0" x 5' -0" STAINLESS STEEL v, DOUBLE LEAF HATCH /SLIDE SEE DRAWING P301 FOR CONTINUATION STA 10+00 = STA 1+00 96" DIA MANHOLE PER IRWD STD DWG S-1 FIBERGLASS REINFORCED-PLASTIC GATE (24"X24"0PENING: (TYP) I ,-RESILIENT NEOPRENE FRAME SEE DRAWING P401 FOR CONTINUATION CAST-IN-PLACE' ------+-I CONCRETE COVER (SEE DETAIL B) FILLED CONCRETE TO INSIDE WALL TO PROVIDE FLAT SURFACES(AS REQ'D) PROVIDE 6" x 6" HINGE----'- VALVE COVER AS REQUIRED f3:" FOR GATE OPERATION ~ , «·½ . .._. <;)" ' STA 0+90.17 STA 9+89.52 SECTION "B-B" HOLES SIZE & PATTERN PERiMANUFACTURE t " ,' t: ' I ,, !i \20",; !iDIP \ j! l'r ,,,,.---,...-;:_----,. /'' I ", ,·, l J ---:j I V , I J_ \ ' ' - \,,.: ' ' L: I /Ji ~ _'-'' _,~.J,~/ ~-r, B -OPENING PER PLANS ELEV. PER PLANS DETAIL A SCALE 1/4" = 1'-0" 5' x 5' SS HATCH [TRAFFIC LOADING 2-#6 ADDIT. EF AT HATCH OPENING, TYP 2'-6" , 2'-6" , 0 , 0 I "' #5CEF #5 DIAG EF, TYP EF, EW, TYP GATE DETAIL SCALE : NONE ' ' ' - MANHOLE COVER DETAIL B SCALE 1/4" = 1'-0" 1. ALL MANHOLES SHALL BE CONSTRUCTED MANUAL SPEClflCATIONS SECTION 03461 DRAWINGS S-1, S-2 AND S-4. PER IRWD CONSTRUCTION AND IRWD STANDARD 2. TRENCHING, BACKFIWNG AND COMPACTION SHALL BE PERFORMED PER lRWO CONSTRUCTION MANUAL SPECIFICATIONS SECTION 02223 3. VCP SHALL CONFORM TO IRWD CONSTRUCTION MANUAL SPECIFICATIONS SECTION 02710 AND IRWO STANDARD DRAWING S-8 4. 0.1.P. SHALL CONFORM TO IRWD CONSTRUCTION MANUAL SPECIFICATIONS SECTION 15056 AND SPECIAL PROVISIONS SECTION 20. 5. ALL GRAVITY SEWER LINES SHALL BE CONSTRUCTED PER IRWD CONSTRUCTION MANUAL SPECIFICATIONS SECTION 02701 GENERAL SURVEY NOTES: 1. NOTIFY MR. RICK BICKER OF MWD AT LEAST TWO WORKING DAYS PRIOR TO STARTING WORK IN THE VICINITY OF MWD FACILITIES. (714) 577-5084 2. PIPE SUPPORT AT CROSSING OF 55• MWD WATER LINE SHALL BE CONSTRUCTED PER MWO DWG C-9547 (SEE SPECIFICATIONS.) 0 SCALE: 1/4"=1'-0" 40 80 120 SCALE: 1 "=40' (HORIZONTAL) 16 24 SCALE: 1 "=8' (VERTICAL) ---18'' SD- 12" FM s EXISTING PIPELINES ABANDONED PIPELINES NEW PIPELINES APPROXIMATE SOILS BORING LOCATION PER LEIGHTON & ASSOCIATES REPORT FOR COYOTE CANYON LIFT STATION DATED APRIL 1999 GRAVITY SEWER BONITA CANYON fJRIVE PIP}ELINES PLA1V AlVD PROFILE STATION 11+00 TO 18+82.62 P302 SHEET 18 OF 29