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HomeMy WebLinkAboutW_5299_SJ 0- CONSTRUCTION PROJECT NO. LEE&RO Consulting Engineers 31253 t ,t • .. ,,1mi111,,il IRVINE RANCH wm11m., PLANS & FOR 31281 DR. 18 ( 15819) rll Sheet l Of 1 APPROVED: RECORD DRAWING THIS IS A RECORD DRAWi"° OF THE fACIUTIES IDENTIFIED IN THE TITLE BLOCK ONLY ANO H"5 IEE!N PMlF'AIIED IN PART DN THE BASIS Of INl'ORMATION COMPILE!!> AND FURNISHED BY OTHERS. THE ENGINEERIAIICHITECT AND OWNER($) Will NOT IIE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(&) WHICH HAVE IEEN IHOORPOR,1,TED INTO THIS DAAWING. ACTU,1,L OONDITIONS WILL VA.RY SOMEWHAT FROM THE CONDITIONS SHOWN HEREON AND ,l,T SOME LOCATIONS THE Vi\RIANCE IMV Iii£ LAROE. l'f THE PRECISE LOCATION OF ANY FACILITY IS REQUIRE!D, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. IRVINE RANCH WATER DISTRICT DIRECTOR OF ENGINEERING AND PLANNING .JOHN T. MORRIS, DIRECTOR OF ENGINEERING R C E NO. DATE MICROFILMED ' ' ~ ' ' I • ' I • F • ... ~ , • r t l No. ' BLOCK 130 "11.DCic 13i :wl C0UIITY or- ~~--r EllfflllillQE "-....._:_MURE lfflll!EI" - PACFle COASr J-QQIM\V LOCATION M A P SAN COST A M ES A NEWPORT B EA C H I RV I N E ~\--=-;:;;' ut11'/ERS[T'/ I RV I N E PROPOSED RECLAIMED WATERLINES DR ROAD VICINITY M A P NO SCALE DATE REVISIONS Z-20-~2 REI/ISEP ?El? REC'tlA'P .PRAf,t/lA/G.S NO SCALE BASIS OF BEARING: STATE OF CALIFORNIA "LAMBERT COORDINATE SYSTEM ZONE vr· BENCH MARK: ELEV. 186.356 1976 ADJ ALUMINUM CAP STAMPED 3DD.30. 70 ABOUT 1 .35 OF A MILE ~OUTHEAST ALONG THE BONITA CANYON ROAD, F~OM THE INTERSECTION OF MACARTHUR BOULEVA~D. ABOUT 0.25 OF A MILE WEST ALONG THE ROAD !+ROM THE INTERSECTION OF COYOTE CANYON ROAD 81 FEET EAST OF A POWER POLE NUMBER 1 e16430 E. i4 FEET SOUTH- WEST OF THE CENTER LIINE OF BONITA CANYON ROAD. 1.5 FEET NORTHEAST OF BARBED WIRE FENCE, IN TOP OF A CONCRETE POST, ~BOUT LEVEL WITH THE CENTER OF THE ROAD AND WITNESSED BY A STEEL POST ABOUT 1 FOOT NORTHEAST. DESIGNED: MR IRVINE RANCH DRAWN: KC WATER DISTRICT CHECKED: MC Irvine, Calif. INDEX TO DRAWINGS GENERAL NOTES SHEET NUMBER T1 RW1 RW2 RW3 RW4 RW5 RW6 RW7 RW8 RW9 RW10 As AC ACP AVE ARV ASSY BC BF BFV BLVD CB CCP CONC CONT CSP CTS DIA DIP OW EC EXIST GV &HDPE INV EL ~ e .. IRVINE R.OOI Wmll ll\'OOCI DRAWING TITLE 1. UNLESS SPECIFICALLY INDICATED, THRUST RESTRAINED JOINTS SHALL BE PROVIDED AT ALL ELBOWS, TEES AND PLUGS. THRUST RESTRAINED JOINTS COVER SHEET INDEX TO DRAWINGS, GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS SHALL BE EITHER WELDED JOINTS FOR SP AND CCP, OR FLANGED JOINTS OR REST.RAINED JOINTS FOR DIP. PLAN AND PROFILE -STA. 1 +87.89 TO STA. 9+00 PLAN AND PROFILE STA. 9+00 TO STA. 18+00 PLAN AND PROFILE -STA. 18+00 TO STA. 27 +oo PLAN AND PROFILE· -STA. 27+00 TO STA. 36+00 PLAN AND PROFILE STA. 36+00 TO STA. 45+20.47 DETAILS I DETAILS TI DETAILS III ENLARGED PLAN AND PROFILES SYMBOLS 6. AIR AND VACUUM RELIEF VALVE (ARV) l'1 BUTTERFLY VALVE (BFV) ® GATE VALVE (GV) -:JI BLIND FLANGE (BF) y FIRE HYDRANT (FH) □ STORM DRAIN MANHOLE (SD [I] INSULATING JOINT 9 BLOW OFF ASSEMBLY T ACCESS MANHOLE ~/ EDGE OF PAVEMENT • CATHODIC TEST STATION 0 BALL VALVE (BV) ABBREVIATIONS AREA OF STEEL ASPHALT CONCRETE PAVEMENT ASBESTOS CEMENT PIPE AVENUE AIR AND VACUUM RELEASE VALVE ASSEMBLY BEGIN CURVE BLIND FLANGE BUTTERFLY VALVE BOULEVARD CATCH BASIN PRETENSIONED CONCRETE CYLINDER PIPE CONCRETE CONTIN1UATION CORRUGATED STEEL PIPE CATHODIC TEST STATION DIAMETER DUCTILE IRON PIPE DOMESTIC WATER END CURVE EXISTING GATE VALVE HIGH DENSITY POLYETHYLENE INVERT ELEVATION BV ~ID IP A IR ~LF MIN NO OD PCC Pl POC PROP PSI RCB RCP R/W s MSCE SD SP ~SVC STA TEMP t MH) BALL VALVE INSIDE DIAMETER IRON PIPE IRRIGATION LINEAL FEET MINIMUM NUMBER OUTSIDE DIAMETER POINT OF COMPOUND CURVATURE POINT OF INTERSECTION POINT OF CONNECTION PROPOSED POUNDS PER SQUARE INCH REINFORCED CONCRETE BOX REINFORCED CONCRETE PIPE RIGHT-OF-WAY SLOPE SOUTHERN CALIFORNIA EDISON STORM DRAIN MORTAR LINED AND COATED STEEL PIPE SERVICE STATION TEMPORARY THICKNESS CENTERLINE AND 2. 3. 4. 5. 6. 7. 8. 9. TOPOGRAPHIC INFORMATION IS BASED ON THE STREET PLAN AND GRADING PLAN FOR PELICAN HILL ROAD PREPARED BY ROBERT BEIN, WILLIAM FROST & ASSOCIATES. . IT IS THE CONTRACTOR'S OPTION TO USE DUCTILE IRON PIPES, MORTAR LINED AND MORTAR COATED STEEL PIPES OR PRETENSIONED CONCRETE CYLINDER PIPES FOR THE MAIN LINE CONSTRUCTION. ONLY ONE PIPE MATERIAL SHALL BE USED IN THE MAIN LINE CONSTRUCTION. CONTRACTOR SHALL VERIFY THE LOCATION OF THE OUTLETS FOR IRRIGATION CONNECTION SHOWN ON THE PLANS DURING THE CONSTRUCTION BY REVIEWING THE PLANS "PELICAN HILL ROAD, SLOPE STABILIZATION LANDSCAPING" PREPARED BY ERIKSON, PETERS, AND THOMS, LANDSCAPE ARCHITECTURE. COPIES OF THE GEOTECHNICAL REPORTS ARE AVAILABLE AT THE IRVINE RANCH WATER DISTRICT. CONTRACTOR SHALL TRENCH FROM AND BACKFILL TO THE ROUGH GRADE LINE AT PAVED AREA AND TO FINISH GRADE AT NON-PAVED AREA AS SHOWN ON THE PROFILES. FINISH GRADE WORK SHALL BE PROVIDED BY THE PAVING SUBCONTRACTOR. WHERE TRANSMISSION MAIN PIPE CLASS EXCEEDS 150, VALVES AND APPURTENANCES SHALL HAVE WORKING PRESSURE NOT LESS THAN THE PIPE CLASS. ALL ZONE "(J' RECLAIMED WATERLINE VALVES AND FITTINGS SHALL HAVE A MINIMUM PRESSURE RATING OF 300 PSI. CONTRACTOR SHALL COMPLETE WORK ON VALVE APPURTENANCE, ETC., AFTER PAVING AND FINE GRADING ARE COMPLETED . DRAWING CROSS REFERENCE SYSTEM (A) DETAIL 1 IS SHOWN ON SHEET RW-7 1 RW7 DETAIL NUMBER SHEET NUMBER ON WHICH DETAIL APPEARS (B) DETAIL 4 IS TAKEN AND SHOWN ON SAME SHEET 6 DETAIL NU.BER (C) DETAIL 1 IS TAKEN FROM SEVERAL SHEETS DR.18(15819)-B DETAIL NUMBER Sheet RWl Of RWlO ~ DETAIL UTILITY 1. PACIFIC TELEPHONE AND TELEGRAPH COMPANY (BILL LOWRING) 2. SOUTHERN CALIFORNIA GAS COMPANY (MIKE F'ITZGERLD) 3. SOUTHERN CALIFORNIA EDISON COMPANY (NARJ HYDT) 4. IRVINE RANCH WATER DISTRICT (STEVE MAL.LOY) 5. THE IRVINE COMPANY -CONSTRUCTION (JIM LORMAN) (BUD MAXWELL) 6. COMMUNITY CABLEVISION 7. LAIDLAW GAS RECOVERY SYSTEMS (GEORGE JANSEN) 8. METROPOLITAN WATER DISTRICT (CHARLES POLING) 9. UNDERGROUND SERVICE ALERT 1 D. ORANGE COUN'TY EMA CONSTRUCTION (DAVE MARSHALL) 11. RBF (STEVE HUFF) 12. GSA WASTE MANAGEMENT PROGRAM-LANDFILL (FLORENCIA FORONDA) 13. SVERDRUP (MEHDI ARBABIAN) RECORD DRAWING (SEE NOTE ON SHEET NO. 1) PHONE NO. (714) 966-6216 (714) 634-3106 (714) 859-5253 (714) 476-7637 (714) 720-5447 (OFFICE) (714) 644-1011 (1F1ELD) (714) 721-6226 (415) 656-8593 (213) 250-M26 1-800-422-4133 (714) 567-7838 (714) 472-3505 (714) 568-4160 (714) 644-7668 ~-LEE & RO DA7E' 42662 PROJECT ENGINEER 12 -2.1 -8 9 LEE & RO PROJECT MANAGER 12 -21 -8 9 COASTAL AREA RECLAIMED WATERLINES PELICAN HILL ROAD -SEGMENT B L~ Co~~;;:~ers IRWD ASSISTANT OIRE:CTOR OF £NGIN INDEX TO DRAWINGS, GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS Monrovia. California SHE£T RW1 OF RW10 MICROFILMED oa. '' (J~tlfJ- • 0 w (!) ,i--,.; W <( 0 (I) (l)CIJ~N~ 37.8 OR 0 "' ..,; -"' _J L,J ~ LF - t min -0.1793' SP smj(l =2.35 in• LF CCP 0 !,.;LASS 50 DIP _JO... WO... 0 LL ~o GGJ :c 0::: 1<(!) w :J> I-I (!) a:::: w (/) w z 1---1-1---+------l _J ::c S=(-)0.0079 ~ b-'.....;;_""'--'=..:..:...~ ~ 0 0 IO 9 d 0 0 -+ c;: + -ID {" ~ N ~ N 0 "l "l I;:;~ N -_J"' "' ~_J 01.,J r;l ""~ ~ ::l!: N (X) • • ~ (/) 1 +00 2+00 LINE "t,:' SAN uJOAQUIN HILLS ·) -------~r-- - '6 0 . " N st-OJ :z: <t_ STA. 146+65.99 PELICAN HILL ROAD /i =i STA. 205+90.00 - SAN JOAQUIN HILLS ROAD "' C U RV E D A T A CURVE DELTA RADIUS LENGTH TANGENT @ 11"42'59" 2985.00' 610.40' 306.27' @ 11"42'59" 2983.00' 609.99' 306.06' © 11"42'59" 2987.00' 610.81' 306.47' @ 0"43'35" 2983.00' 37.82' 18.91' ® 42"38'00" 3000.00' 2232.28' 1170.66' No. DATE REVISIONS 8 w C]Q. <(-0 Oa. o:ga::. Q. • Cl tO _. •. 0) _J w a:i+:cz • I'-0 I'-"St z N a:,~<( + oz ,-• :J-(!J .~WW -< t/J 0. CD Iii 7 /zi:;/90 !NCRS'ASEO zo" ZONE 'D' PIPE TO 24-'1 .. b La.I z 0 N LI.I z -....J 0:: La.I I-- ~ C LI.I ::E - !.( • ~ . ~ L,J :::i ,!;; L,J _J L,J L,J UNUIO.. d>~ 0 GO , . , ii: o ,.- qr-,: z 3 - 712.11 LF =0.1 ~ ~ ' 2 63,, IN7 SP OR Asmi =2.30 /LF 650 LF -20" t min =0.1 93" SP OR ZONE FINISH SURFAC LINE OVER ([_ OF P PES r----+-ROUGH GRADE OVER([_ OF LINE IPES CCP OR CLASS 50 CCP OR CLASS 50 IP IP La.I LI.I (/J 80" LF-4' ow i------=c...,...LA~s=s-=s~1 +-=0"""'1 p=-----i ~ _J o ..... FINISH SURF CE LINE OVER ~ 0 PIPE ROUGH GR OVER([_ E LINE PIPE <( ....J _-4--__ _ -+----.L. LI.I z -_ _j --- .. ~ N s .. -0.0220 z -(!) LI.I m N 0 ~ -en (0 co i;:I • "' ~ (/) It'. L,J 0 0 ~ g _A 0 £ N 0 ('\I 'R 0 0 0 0 0 OQ I') "' Cl g 0 I;:;;!: -~ "' ..,; «! IO 8 -0 + -' -"' d + ~ + 0 g~ N co co -"' (0 + Cl "' : • ...J _J ~ i:i:l 0 L,J • L,J L,J ~ > ~ 't'~ a. ~ ii: ~ + --• < I-- (/J w ~o 0 0 ~9 0 «! (I) GO 00 GO a, a, -a. IO IO + r--~ i;:I i;:I ~ > ~ (J) _z 2+00 3+00 4+00 5+00 6+00 7+00 // 20" RECLAIMED WATERLINE // ZONE "G" 24" RECLAIMED WATERLINE INE "A" ZONE "D" I 2 6° PVC 6" WATER IN SLEEVES PROPOSED CSP SLEEVE PROPOSED MEDIAN CURB & GUTIE 6" SEWER IN --CSP SLEEVE ,p . I') Jr\\ ...,. . 0 --<O -- 24" DW PROPOSED CURB & GUTTER APPROVED }Y/,tA(!, -,R'~~ LEE ,k RO !l,117£ DESIGNED: MR IRVINE RANCH R PROJECT ENGINEER 12 21-89 KC WATER DISTRICT "7? LEE 4r RO 12-21 89 DRAWN: .,._,. PROJECT MANAGcR Irvine, Calif. IIMNE llOOI .. s;J/1'1 IRWD ASSISTNfl' DI~ • CHECKED: MC wmimn OF' ENGINEERING -1-89 --- ....J :I: (.) --o r--"l GO 0, IO _J w > z 0 + en • <( I-- VJ (!) w CD <O "' 0 _J L,J w z o~, N- 'ii: (l) <O st 0 0 (D "' IO r-- 0 l'l 0 ,ri ----<O co (0 (0 _J r;l w ~ ~ 8+00 9+00 1 +00 2+00 D <( r--0 I'-a:: ..,j_J n:=! +:c "St 12· LOZ .-<t 0 • _J 12· ~w R/W (/) Q. ~ 1/1 N01'41'00"W --. :;.. ..... LO .... • SEWER]=. 0 ==--==;:=--===1~ ff' WATER LINE n 8'' -----z 40' 0 40' 80' l)R.18(15819)-!wio Sheet RW2 Of HORIZONTAL SCALE 1" = 40' 8' 0 8' 16' ------VERT! CAL SCALE 1" = B' CONSTRUCTION NOTES G) REMOVE BLIND FLANGE FROM EXISTING l}14" SEGMENT "A" LINE. @ BETWEEN STA. 1 +88.68 AND STA. 4+90.00 ZONE''D" PIPE JOINTS SHALL BE WELDED FOR STEEL PIPE, OR RESTRAINED JOINTS FOR DIP. @ BETWEEN STA. 1 +00.00 AND STA. 1 +39. 70 LINE''/\' AND BETWEEN STA. 2+50.00 AND STA. 7+40.00 ZONE"G" PIPE JOINTS SHALL BE WELDED FOR STEEL PIPE, OR RESTRAINED JOINTS FOR DIP. • @ INSTALL 4'' CL 51 DIP TO R.. WITH TEMP PLUG IRRIGATION POINT OF CONNECTION(FOR CONT . SEE OTHER DRAWINGS). @ NO JOINTS SHALL BE ALLOWED ON RECLAIMED WATER PIPE WITHIN A ZONE OF 12 FEET FROM ~ OF 24" DOMESTIC WATERLINE. RECORD DRAWING (SEE NOTE ON SHEET NO. 1) COASTAL AREA RECLAIMED WATERLINES PELICAN HILL ROAD -SEGMENT B 149 LEE&RO. ........ Consulflng Engineers PLAN AND PROFILE Monrovia, CalJfornla STA. 1 +87.89 TO STA. 9+00 MICROFILMED !)I. tf SHEET RW2 OF W1 '' C",I 3: 0:: w w :r: (/) w w w z -_J 0 0 + a> 9+00 -- 00 • ci> IJ'lz -- No. DATE REVISIONS --- 10+00 M 112,/90 rNCR€A.5EO eo" ZONE' '0 1 PIPE TO 2411 2-20-flZ RE//l!IEP PER .Rt"CtlR.P .PR,4Wuf/(;5 - VJ I') wco co ....I • VJ r<) co Cl N (.) I{) + ii: ..J ~ ~ LLJ ~ VJ 1> NZ -------- 11 +oo APPROVED DESIGNED: MR DRAWN: KC CHECKED: MC 0.1563" IN 900 L.F. . -s OR As min =2.30 /ii CCP - ZONE "D" PIP 1~2 900 -0.1793" p OR Asmin =2. 5 LF CCP - FINISH URFACE LINE ZONE "G" OVER OF PIPES ROUGH GRADE LINE OVER OF PIPES ---- 12+00 VJ LLJ a.. a.. 13+00 "' -• J75 14+00 20" RECLAIMED WATER LINE ZON "G" 24" RECLAIMED WATER LINE ZONE "D" ~ 1 O'x 8' RCB IRVINE RANCH Jn"""'-' f=• WATER DISTRICT e I Irvine, Calif. DMNEIIOOI WmllRSll!ll PIP 15+00 421!162 32BB6 OR LASS 50 DIP OR LASS 50 DIP 16+00 17+00 ......-z 40' 0 40' 80' ----- 8' HORIZONTAL SCALE 1" = 40' 0 16' ------VERTICAL SCALE 1" = B' CJ w I (/) w w (/) w z 0 0 + OC) ,...... 18+00 FINISH OVE ' ow SU RF ACE LINE ~:-:--:-:7=--=3 =--LF~-:--,-4_"-=-,-;:;:-i-i O _J ~ OF PIPE CLASS 51 DIP ~ ~ 0 oz ROU H GRADE LINE OVER ct_ OF PIPE ~ I.). \,-<( -iod'" <., • 0:::, ~Z....J --t--' (/) w a.. ~N b ~tu Oz Jo N 1 +00 CONSTRUCTION NOTES G) INSTALL 4" CL 51 DIP TO R. WITH TEMP PLUG IRRIGATION LINE "C" POINT OF CONNECTION{FOR CONT. SEE OTHER DRAWINGS). NO JOINTS SHALL BE ALLOWED FROM STA. 1 +27 TO 1 +51, LINE •r:• DR.18(15819)-B Sheet RW3 Of RWlO RECORD DRAWING (SEE NOTE ON SHEET NO. 1 l • 2+00 LEE & RO DATF PROJ£CT E:NG/NffR I -21-89 LEE: & RO PROJreT MANAGER 12-.2 I - 8 9 COASTAL AREA RECLAIMED WATERLINES PELICAN HILL ROAD -SEGMENT B Lil. Co;;;g&:~eers SHEET RW3 /RWD ASSISTANT D/RE:C:ITJR OF E:NG/NE:£RJNG PLAN AND PROFILE STA. 9+00 TO STA. 18+00 Monrovia, California OF W1 MICROFILMED r:)/l. I ' , I ' • . ... ti w :r: (/) w w z -_J 0 0 + co I'} If) ..f- (0 If) ...J Lu > z ~ . ~ ..... + 6'I IX) • -~ (0 • If) ~ ...J (/J Lu . > a. z 0 0 . 0 0 0) + ~ 0 :;i N . IO ~ cl (/J . > a.. ~ t;S~. 00 /..P'• r2.4''itMw ., O.l$to:3" :!JP 0/f-A:. IN : 2.,30 il'IIZ/L..t= • • • ccp or'-q;L-A 56 ozp ZONE. 1' "p,pe I'} ./ (0 ' (0 Cl C! ) (/J co (/J (0 "\._ Lu en I[) c;j + a. I[) O'> I'} Lu Lu . (/J FINI SH ~ ~ ' IX) > \ ~ ~z + 0 ER (/J ' ~ a. ~ N r ~ (0 ' I I I (/J N \ I Sc-0.0.1,13 • S"-0.(),t/.).-· • ••• .'".,.._. :tt:-/).t)()'7§ .$::_ l<) I '3 r--. ~ ,$' ~ t-. \'I\ ~ ~ ~ 0\ ~ .... ~~<t._( ~i--4-~ ~I-.. Ill 'i::: !--..~ l(\ ~ -.... ~~ 1-"i ~ ~ 1-,,._; I(\ ( ~ \9 . .... I~ is.: t-.; ~N ~ ..... ~ :-,.j ~ §J 1-~ " ~ ~ ~~ \ -\. 1-1-~~ ~ I\\ ~~ ~ U) > ~ I(\ ~ ~ '-rl ~ ~ ~. ?!:: ( :tlis:o-: . --Ir\ 'It-..,_ ~ :::.:~ \l:i~ ~ ::.. ~ ' ~ It ·~ ~ ~ ~ ~~ _ _, -~ ~'G "1 'I\ 18+00 19+00 20+00 21+00 22+00 23+00 24" 20" RECLAIMED WATERLINE ZONE" G"--~ RECLAIMED WATERLINE ZONE'' D'-' - R/W ... ·--~· APPROVED " ;'' DESIGNED: DRAWN: CHECKED: MR KC MC • I, ' • " ... 20" OK .?4" R.W. l.lNE LINE "E'' SEE RW10 FOR PROFILE , SURFA LI E ~ OF PIPE ROUGH OVER (£ - RADE LINE F PIPE --~-----~ ----•. , - ....._ ~---"-· ---~ 24+00 U6. oo LF -..30" tM1N a o.15~3"5p o,<. AsM,,., • 2.30 ,,...,3/~.-: cc~ o,._ CL ~ 50 '])IP ~,-VA£Vt & f'RIMelf CORI? VALVE, COMBINATION Alll ~ELIE'r AN.I) VAL/IE HE,4VY PUTY STYt.E A NO. l4~C2 ~ ' I U1 ~ Q:'. ti w :r: w w (/) w z _J :r: () -~ -~~---J::E ----~ -- ------ 40' 80' <t_ 7f5' RCP SD 0) N If) ...J Lu ~ 0 0 + r--.. N 27+00 SD MANHOLE ( I I \ t' -· 95 LF-ZO"t MIN= 0.1793" SP OR A.5 Ml e.35 !N 2 /L.F CCP Oll(P CL.ASS SO OIP ZONE' '6 1 PIPE 91 LF-30"tMIN: O.l56.3 11~P OR AS MIN=Z.30 tN 2/t.FO~ CL;J1SS 50 DIP 30" ~£CLAIMED WAT~RLINE/ZONF'D 1 PIPE· ~a,<IL.e : H OR./Z I II.,_ 2.0' VE:1(7" 111 • 6' CONSTRUCTION NOTES .·· ... _J .-4~ /'(!)BETWEENY-STA. 21~.:,s.oc/~ND STA. 24-+52,.00 ' AND STA. 1 +04.00 AND STA. 1 +q5,00 LINE "D", ZONE "D" PIPE, JOINTS SHALL BE WELDED FOR, STEEL PIPE, OR RESTRAINED JOINTS FOR DIP. @BETWEEN STA. 1q+50.00 AND STA. 24+46.00 AND STA. 1 +00.00 AND STA. 1 +q5.oo LINE • D", ZONE "Cf' PIPE, JOINTS SHALL BE WELDED FOR STEEL PIPE, OR RESTRAINED JOINTS FOR DIP @ BETWEEN STA. 2A+5:Z.oo AND STA. 2e,+-75.00 AND STA. 1 +o+.00 AND STA. 1 +q5.00 LINE "D•, , 30• RECLAIMED WATERLINE, JOINTS SHALL ( BE WELDED FOR STEEL PIPE, OR RESTRAINED ··-... JOINTS FOR DIP ,,. ___ _ (±) INSTAL.T_'-4•-cL 51 DIP TO R. WITH TEMP. PLUG IRRIGATION ,POINT OF CONNECTION(FOR CONT. SEE OTHER DRAWINGS). NO JOINTS SHALL BE ALLOWED FROM STA. 1 +29.00 TO STA. 1 +53.00, LINE "E". @ NO JOINTS SHALL BE ALLOWED FROM STA. 1 +29.00 TO STA. 1 +53.00, LINE "Cf' DR. 18 058! 9)-B Sheet RW4 Of RwlO ----- RECORD DRAWING (SEE NOTE ON SHEET NO. 1) la LEE&RO .... ~ Consulting Engineers Monrovia, Ccllfornic MICROFILMED \ ) \ SHEET RW4 OF I 900 LF -30" t 1n =0. 1 563" SP OR As min IN 2 =2.3 . /LF CCP OR C SS 50 DIP vi--------+--------+--------+--------+---------+--------+--------+--------+--------- ~ a::: w w :c C/) w w C/) ROU OVE H GRADE LINE ct OF PIPE INISH SURFACE LINE VER ct OF PIP <O 3:: a::: w w z 75LF-4" ~ c., CL 51 DIP w::> ----------....J oa.. ~w LO .....J "1-+::J w :c FINISH S LINE OVE "'-: 0 Cl w z -_J 0 0 + " N • ~ C/) _ _j ,.gW . Ol • ~ C0 f (II) CN co N 0 -.i-0 ih~ ~ 0 LO e, _j LO (.!) co 6 z I') F + ct: w I') <( N • • -' I-I') N> ~ :::::,z .... z U)-~ zO U) -...., U) ~ d-(~J tJ.t,.3,,5 ,-.,N ct: r--....... Ol ~~ co ,JI 8 I--' ~ ... :::::>w 0 0 0 I') . ~ Ah J: .t 0 z LO st--.... I') V) r--. 0 0 v,O + wLO I') (.) . I') (.) ..J <(W II ~ U) \t-> NZ A S-=(-)o.oo,4' 0 0 w 0 0 LO C0 + c--l ~ .... 0 I') w I{) C0 co 0 co 0 0 z N 0 w LO LO + a.. . .... u ..J I') a:: w ~ (/] > ~z s-c (4 --)0.0442 A~. co 0 w v 0 l:;j I-_j 0 ct: z w Ol Ow + z ::E > .... Ow z I') (.)~ ~ OU zz WW w w (/) w z :J () ~ ~ 0 0 + co I"') • ~ C/) ct_ OF PIPE ROUGH G ADE LINE OVER ct_ F PIPE ti ..J I-:::::, 0 ;,- N r-- Ol 0 I{) _j w > z 0 0 . ~ .... + ~ 0 co ~ I') .... + I') ~ ~ I{) ~ ci a.. ~ ~ ~ C0 LO N 0 • 0 o~ n 0 N U)O ~ ~ LO Ill I{) LO a.. . + U..J ..J ..J ~ ct: w w w > ~ 'lo> ~ z (/] a,Z 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 1+00 2+00· w z -. PROPOSED _J Ol CURB & GUTTER PROPOSED -E-DG_E __ ~ R/W~· OF PAVEMENT ./ Ol C U R V E D A T A PROPOSED CURB & GUTTE CURVE DELTA RADIUS LENGTH TANGENT @ 18' IZ' 11' 2387.00' 758.43' -- J,-SD R/W MANHOLE <t_ 78" RCP SD <t_ 96" RCP SD 24" DW PROPOSED EDGE OF PAVEMENT-~ t 30" RECLAIMED WATERLINE ~ 42" RCP SD ,,,,;, . /4 MANHOLE /2 ~ /2 1/ o/ 1/ ~ 84" RCP SD LINE "H" ----z 40' 0 40' BO' - ----HORIZONTAL SCALE 1· = 40' B' 0 B' 16' --- PROPOSED ULTIMATE MEDIAN ---VERTICAL SCALE 1" = B' --____ / <t_ 96" RCP SD 7, £ 18" RCP SD • SD MANHOLE-~ • ~ C/) LINE "H" CONSTRUCTION NOTES G) INSTALL 4• CL 51 DIP TO t WITH TEMP PLUG. IRRIGATION POINT OF CONNECTION (FOR CONT. SEE OTHER DRAWINGS). NO JOINTS SHALL BE ALLOWED FROM STA. 1 +29.00 TO STA. 1 +53.00, LINE "H". DR.18(15819)-B Sheet RW5 Of RWIO RECORD DRAWING (SEE NOTE ON SHEET NO. 1) ® 40'24'48" 2400.00 1692.83 883.35 -62.~C\- tN$oE. ==~DA~rEi:~::::::::::::~R~EVi~lS~/OiN~s~:;~=-;:::::~A~P~P~RQ!OV.~'£QD4rO-£S-IG-N£0-; ... MR:--,..--------------,r:;:::::::;:i-r-)1,t-;:.....,.,__~-:-:;,,,,_---:.42;:8:62;--~LEE;ROJ~~~cf;'.o~~NG=/NEE,:R:":12:"'-2'.:fr~-wr9T,C~O~A~S;T:;:A~L~A~R~EA RECLAIMED WATERLINES ,, 9/18/90 REt..ocAT1= ANO REDESIGN ZON!E'D' IRVINE RANCH ~ LE£"' RO PELICAN HILL ROAD _ SEGMENT B I~ LEE&RO 1-----1----+-------------------;------'----a CH£CKED: MC 1--,.......+---,:-:-~l-'-R~E=-:'S:-"'E::':R~ll--:O=:l:--=R:'-'.· =-:7'!1.)=R=N::::-O-=:U:--:'=:-:-::-:=------1""-~r;;-"."---DRAWN: KC w A T'E' D DLST'DICT e..:.1 ?:::;z:::::::::::::j32~az:8j6 ~==~PROJ~£C~T~MANA~G£R~~l2;;-;2l'.::-~89~-------------------------11 2-20-,2 REYISetJ PER REC.:?Rz;, PRAW/#GS '' .t:t .L\, n. DMNE ... lffl .... PLAN AND PROFILE I · C 1 "f MIU! .,, /RWl} ASSISTANT DIRECTOR rvine, a 1 . wm1tllfflll'r ...5..._ "1 oF £NG/NEERING 12-21-s9 STA. 27+oo TO Js+oo -•--S. Consulting Engineers Monrovia, California SHEU RW5 OF I LO 3: 0::: t:i w :r: (/) w w (/) w z _J :r: 0 ~ ~ 0 0 + c.o I"') • ~ (/) ~. ~t--- Cl st _j w ~ 36+00 920.4 LF -30" t min =0. 1563" SP I R As min =2.30 CCP OR CLA S 50 DIP 37+00 PROPOSED EDGE OF PAVEMENT PROPOSED CURB & GUTTER ' - 38+00 39+00 11 I 11 Cf. 48'' RCP SD ~-R/_w __ - ' +oo -- R/W Cr_ 96" RCP SD FINISH OVER SUR ACE LINE l O PIPE 40+00 41 +00 -30" RECLAIMED WATERLINE PROPOSED ULTIMATE MEDIAN -- PROPOSED CURB & GUTTER PELICAN HILL' -- 24' ow N I{) • 0 r--. en ,o .... c_ ' 0 ....I o,:W > mZ I I 42+00 ................. ........._ '"- 43+00 40' 0 40' BO' --- -HORIZONTAL SCALE ,. = 40' B' 0 ,,. ------ 2-6" PVC SLEEVES -- ROAD APPROVED L££ &: RO DESIGNED: MR Ju~ IRVINE RANCH ~~ ~ PROJECT DRAWN: KC WATER DISTRICT Q • L££ &: ff() .,._J PROJECT MANAG£R DATE 12-21-89 12-21-89 Irvine, Calif. IRVINER.OOI IRWD ASSISTANT DIRECTOR Wm:Rllmll'I' CHECKED: MC OF £NGIN 'RING 12-21-9 I - STORM DRAIN INLET (; 60" RCP SD PROPOSED AC BERM f ) , / - ,. 10" \Ill, -H" MAX. Ct:[tt .... ""· ..... l'Yl'. -2" W: 41"' 'II: UC4. W.W.M~ / ·-..uo ,o eun-11111.P CU<Q N'DUt mi,-CEIIOIT MOATM ~w erATION { / 4'2 +4-'2.. l,5 • \ GTA. l+tJtJ.Oo~ P2 -, I.INE "I" ~; / I ' ' I I ' I --------A~~p HN. '· ·--. "' i H/l.. '15TATION ] <->--' 1:S ld6 +~0.00 = / ! AGTA. l+/.J~t.lAIE "I" ) > GT,/. l./-41~(.IA/t •r" ~ 12"/rW-I.VV. 4"!,.lo \. 'i:'i 24"PW-INII. 472.70 ~ ) I'-0__:W:.,___ --~-1z''x IZ11X411 TE'£ ~--dl...tr-JD \ ) I \ ,-L. A N (i E I I / I ( • ' PH~ SEGMENT ,6 \ (~£CLAIMEO WATE/<. LATEAAL-''LINE z"' \TIC T EMP0M~Y CONNECTIO\I 7)£TAI. .... i. . I V 6CAL.E : .3/d'1= /1-0'' CONSTRUCTION NOTES (D INSTALL 12" CL 51 DIP TO ft ~ 1'EMP. PLUS IRRl8,lc'Fl61J flOIN'f .M 'Im 60►1NEe:rlOll(FOR OOllf. SEE O'FI IER . 0R.A,Wlll6l6~. NO JOINTS SHALL BE ALLOWED FROM STA. 1 +29.00 TO STA. 1 +53.00. ------..-~----........... ----___________ ,-----------..,,,-~-------... ~ @ CON:STl'WCT 1:!UTT 5iMP pel\ ,'- eupp1..eMENT DETAIL.. (8ELOW). '\ @ P~VIDe AN'D CONSiR.UCT iEMi:::>OMl'Y CONST~UCTION BL.OWOFF' Pe:"' IP'.WD'S 5TANDAR.D Dl!!!iAIL. W-9. /. . _:.;.,·. ., .. . ' , •' ·) ::-,~-:•.--c••':: .. . ·-... ~·::'· .. ~· .. ·~--~·.'~ ', ... :r.~., .. ' DR.18(15819)-B Sheet RW6 Of RWlO • i • •• •'· •·· L;.;. . ., . . '· ..... ,,.,. · .. • ... --. ·' .. ,:, •• ,.! ' :. • -·~,--: ... --~~-~; ~~•_:,: :' .• ·_· .•' ' '. :·:,-.. ~ . :• .. , .. •. ·,":, . . , . ' . ' , ~ ::til ll:1111."'ss fflP MOUAA #.S P, •• I" L'1N. -,.. I.IA.I(. I Off -..nOJMC ~Q'D. ) llP, SHEET 1411 LEE&RO ... ,. Consulting Engineers Monrovia, California RW6 OF OFILMED ) .,. -I No. II 1 rxi8" METER BOX BROOKS 65-T MARKED WilRRIG" AC PAVEMENT 24" DIA MIN ----+----------.;:---RECLAIMED WATER PAVEMENT SURFACE-...._ PROVIDE VALVE 4 STEM EXTENSION t---t--~ 1 o'' MIN_1--__ 1 PIPELINE---.. \, FLANGED OUTLET-----, 90' DI ELBOW-(::::::~=:;~*-==-=-] 1 ... LRU~ ~:CK WITH BEARING AREA OF r-----,. 8" COMPANION FLA1NGE W/21/i' TAP AND 2Yi,' NIPPLE ADAPTOR FIRE HOSE CONNECTION 1D '\_DI COUPLING REDWOOD BLPCK 2-2"X4"X12" LONG ..... •• 4 .. --------m--+- t . : . -c.....·· .•.. ff' DIP --THRU$T BLOCK WITH BEARING AREA OF 15 S~UARE FEET '---------8" FLANGE X MECHANICAL GATE VALVE OR BALL VALVE SEE NOTE BELOW 1 8 SQUARE FEET NOTE: BALL VALVE SHALL BE USED FOR ZONE "(t RECLAIMED WATERLINE BLOWOFF ASSEMBLY ~-CAP SCREW AWWA 'L' SQUARE OPERATING NUT 2" 6" BROOKS 4TT H & C #1 -----------------, --AC PAVEMENT CONC COLLAR FOR PAVEMENT CONDITION _ ___, PROVIDE VALVE STEM EXTENSION IF DEPTH TO VALVE NUT EXCEEDS 48" 4 CLASS 2 CONC ANCHOR BLOCK WIDTH SHALL BE TRENCH WIDTH PLUS 2 TIMES OF PIPE OD -~ • • • • • io a) 12" • ..... .. .. . . .___ CALSS 2 CONC COLLAR(1YP) ~-VALVE BOX IRON COVER ·1-----8" PVC SOR 35 SEWER W/ WORD IRRIG CAST PIPE FOR VALVE WELL MATERIAL ~--BACKFILL AROUND. VALVE WITH SAND PER SECTION 15100 ~ MAIN LINE PIPE DIA X 6" FLANGE ENDS DI TEE OR WELD X FLANGE STEEL REDUCING TEE (PROVIDE 6''x 4" DI REDUCER AS NECESSARY FOR 4" VALVE #4 STEEL REINFORCING BARS COATED WITH MINNESOTA MINING MANUFACTURING EC-244, COPPERS CO. BITUMASTIC NO 505 OR APPROVED EQUAL ONLY TO EXPOSED PART OF REINFORCING BARS GATE OR BALL VALVE AND VALVE BOX 2 DETAIL VAR NO SCALE 1 ,____~ STAINLESS CLASS 2 CONC COLLAR -- POSITION INDICATOR ASSEMBLY, PRATT OR EQUAL __ ___, B----5 ¼" SCREW 1YPE ADJUSTABLE VALVE BOX ASSEMBLY. BROOKS-525 SERIES OR EQUAL a---6¾" ID HDPE PIPE r BACKFILL AROUND VALVE WITH SAND PER SECTION 15100 5" ID HOPE PIPE VALVE STEM 4 EXTENSION 1---+---H ~-+-2o; Z411,AND 3011 FLANGE: I ENDS UTTERFLY VALVE AIN LINE SEE PLANS BUTTERFLY VALVE AND VALVE BOX INSTALLATION ,--12-3/4"DIA HOLES O~· ~t-7 2 3 DETAIL VAR NO SCALE ~-FURNISH WELD BEAD 1YPE LETTERING OR INDENT 1YPE STENCIL "RW' LETTERING IN 1" BLOCK LETTERS 0 A xr-:--1 /,.B;;r" -WELD 18"MIN --FACE OF CURB --------r-. STEEL NUT------. © 4" GATE VALVE OR BALL VALVE ~ FLANGED OUTLET, CEMENT LINED \:::,I AND COATED STEEL OR DIP 61,12" DIA X 3/1 ei' SPACER PLATE 12" BELOW TOP OF OPERATING NUT z ::::. ".:t-N --1 ¼" SOLID, ROLL OR SQUARE STOCK (PINNED COUPLERS ARE UNACCEPTABLE) 2 HOLES, 1" DIA 1/8" WELD . 1 /4" THICK SOCKET FOR i' SQUARE OPERATING NUT NOTES: 1. NO VALVE STEM EXTENSION SHALL BE LESS THAN 2 FEET IN LENGTH. TERMINATE EXTENSION 24" TO 36'' FROM FINISHED GRADE. s½"DIA___/ 2. PROVIDE ADDITIONAL SPACER PLATE WHEN DISTANCE TO BOTTC!>M SOCKET EXCEEDS 5 FEET 3. DOUBLE DIP GALV. VALVE STEM EXTENSION 4 DETAIL VAR NO SCALE DATE REVISIONS 7/;?<i,/90 INCRE"ASEO 2011 ZON€ 'D' PIPE 7'0 Z4" APPROVED DESIGNED: DRAWN: CHE:CKED: <Cl ••• . . . . . ◄ ••• • . 4 •• • • • • . 4 . .L 0 ... ••• ,q ••• . . .. . . " .. . . . ... . SIDEWALK WIDER THAN 6' CONC PAD CASE 1 ..... • • 4. .. 1 . . . .. •.. . . " . . . .... SIDE WALK 6' WIDE OR LESS CASE 2 SIDEWALK ADJACENT TO CURB .. . . . 1 . . . ... .. . ., .. , ........... . ,. • • • . . " .. -4 • : • 4 • : . . .... • . 4 •• SIDEWALK 3' OR WIDER PARKWAY CASE 3 SIDEWALK NOT ADJACENT TO CURB AIR AND VACUUM RELIEF VALVE ASSEMBLY LOCATION PLANS s DETAIL VAR NO SCALE 0---J:o ,,., 42862 IRVINE RANCH ?fl ' ' WATER DISTRICT e I ,.,-j'\ 1';-/ ; 32886 ' ---,-;,, -.;,,,-__...., p .-4 t,,-• -" Irvine, Calif. IMll:IW«I Jcl f/ IIDllftl'T CLASS 2 3o'' X3o'' CONC PAD -------- 6 1---<~ 5 3" . . clJ ,'1Jl,A. . • : .. . .. .. 3/f5'DIA X 4" STAINLESS STEEL ANCHOR BOLT CAST IN SLAB NOTE 2 4 1--------... (2 EACH AT 180' APART)----' ._____ 7 NOTE: 1. PAINT PIPE COVER AND AIR AND VACUUM RELEASE VALVE WITH 1 COAT OF PRIMER AND 2 COATS OF FINISH PAINT OR DOUBLE DIP GAL. 2. BALL VALVE SHALL BE USED FOR ZONE • G" RECLAIMED WATERLINE. '-----<6 AIR AND VACUUM RELIEF VALVE ASSEMBLY DETAIL NO SCALE ~ 4 STEEL PIPE CEMENT LINED ~ AND COATED OR DIP. DR.18(1ss19)-B Sheet RW7 Of RW!O ......-,r-L: • ; 2411ANO 3011 DIP RECORD DRAWING (SEE NOTE ON SHEET NO. 1) CCP L££ & 110 DATE COASTAL AREA RECLAIMED WATERLINE PROJEC'T 12-21-89 • LEEr.RO SHEET SEGMENT B PELICAN HILL ROAD Lff It 110 12-21-89 PROJECT MAHl,Q£R ll'IWD ASSISTANT 12-21-69 DETAIL DIREC'TOR OF ENG/NEEJIING Con1ultlng Englnura Monrovia. Callfornla OF W1 MICROFILMED ORAS.SHOWN IN SOILS R'!=F"ORT, WHICH oSHA LL CONTROL--~ TRENCH WIDTH MIN. PIPE O.D. r2.4' MAX PIPE 0,0.-1-3611 .t!Qill: 1/~ ~ 0 15TA. /-t-87. 89 TO STA. 2+50.00 AND ..STA. 24+49&TO STA.4-5+20.4-6 1. ALTERNATE TRENCH SECTIONS (A AND B) ARE FOR USE ONLY WHERE STABLE, COMPACT SOIL CONDITIONS EXIST. •• -· .. ~ . . ' t ·-• • r A. VERTICAL .TRENCH WALLS-SECTION l. FOR DEPTH UP TO 5 FEET, NO TRENCH SUPPORT IS ·REQUIRED. 2. FOR DEPTH EXCEEDING 5 FEET. SHORING OR SOLID SHEATHING IS REQUIRED. B. COMBINATION OF VERTICAL AND SLOPING TR~NCH WALL-SECTION. l. TRENCH DEPTH NOT EXCEEDING 5 FEET SHALL HAVE VERTICAL WALLS IN PIPE ZONE UHLES$ OTHERWISE APPROVED BY ENGINEER, OR WHERE SP!CIFIED. 2. FOR TRENCHES WITH COMBINED WALLS ND ANY DEPTH EXCEEDING 5 FEET, DESIGN CALCULAT OHS BY A REGISTERED CIVIL ENGINEER AND APP OVAL BY GOVERNING AGENCY OF SUPPORTED METHODS ARE R QUIRED. . 2. WHERE WET. UNSTABLE OR RUNNING SOIL IS ENCOUNTERED, SOLID. SHEATHING IS REQUIRED FOR ALL VERTICAL TREN¢H WALLS. NOTE: TRENCH SECTIONS SHOWN DO NOT DESIGNAfE PAY LINES. TYPICAL TRENCH SECTION DETAIL NO .SCALE 2-L/FT!A/G -SEE DETAll- 24-u FLA NG/!!(; AT f?l<3H7" LOCATI= 13/...IND FLANGE /..I/STING HOOl<S 4,11 O~!LL!NGASkEQ'D FROM EOG!!= (!50 ;t HIN)-~ OF ~LANGE !/+" l's E;;::=~:;:;3 '.'' V 0_ 21-II 0UTLET---'~ \ Cl=MENT MO!i'TAR .LINED ~~\~ • 5 11 MIN. SIZED STEEL /3i;LL -~ R/EINFO~CEMEN T CA.GI= -SEE SF'5 ',S-7' : ~,;, ; _:~ --~--... ~ ... ; :tr:~·' '1.: :,:., If .. o,., • 11>.b,-~ ~·; • ~ .. • ,., •• ,,.-i,. f=/~LD • • ' -• -• MO~T.A.~ 2./11 PIPE ~ 5MALLEF? DAUB B!:!LL END Of" LINING B~FO~E ..STAl3131NG, THEN .SWA/3 ,SMOOiH. 2."f" AND L.AR<!?c~, POINT AFTER., BACK FIL~ RUB/:JER <SA 8f<ET .] / ~-6ROUT IN FIELD ,----MINIMUM A REA OF STEEL CYLINDER AND REINFO~Cl/1/G ~ODS (AS'l"liN,) S'MALL BE AS SHOHN ~ THE P~Ot=II..ES -.SIZED .STl!:IE.L SPl60T (RIN<, CAR/oJEGIE) ~: .. -,. ·' ·•'ll',~ ·,~· • •• !),•~•-~ r PIPE !/\/.SIDI!! 0/A/v/ETER M0~TAR SEE StaECS,--' Ml;.J/MIJM STc!:L CYLINOl!~ 7/-1/CJ,:,NESS SHA.LL /3e NOT LE'SS THAN 10 GAGE.S BELL AND .SPIGOT RUBBER GASKET JOINT 1---1/8" NIN . CMIP MOR'TAR L!N!/..;6 AS REQUIRED t=O~ W/r.LD/Nei------~ ll1G 11 MIN. PElvETRAT/0/1./ __ -.--.'."'" .• ;-, ---. ~""":; .-::-. "7':, _.,..,. ,-..._ .,.------G~OUT IN FIELD •~·►• li",<O ,,.:.•~r•• L..--,-;. , , ,;;,_; .-·, :' , -., __::,..:::;:-;--CONT FIELO WELD ·>'::" "· -•• _-,_. .::(. OMIT fWD ANO ' ,, , .•.;-:: , . Wl!E/..D IF IN.SIDE ~;?;C,,',;• WEJ..D IS USED : ~· '(7 .~p1,, ,. • • ., • i, I "f" ~-----.ST!=liiL ~.ETAINING !AhS!OE WELD ATCONTRACTOR'.S OPTION FOR 2"'1-11 PIPE AND LARGER COA/TRACTO~ TO CUT OFF 1,= IN.SID~ Wl!:.LD IS U.Sf!!D ------' FIELD 11O/lrTAR ~OD ORAS SHOWN IN SOILS REPORT, WH!Cli SliAJ .. J .. CONTROL--~ ~· SJ8/ Pl. WELDED TO FLANGE I f:2. 11 0/A. HOLE STEEL FLANGE FIELD WELDED JOINT TYPICAL CCP PIPE @ DETAIL J0INr A A/IRE REINFO/TCEHENT FIELD MORTAR 2./11 /DIPE AND SMALLER' DAUS BELL END OF L!NIN& 13.El"'O!"rE STABBING, THEN .SWA/S SMOOTH. 2..4-'1 AND LARG.ER, POINT AFT/:R. BACKPll-L. -------' 3 1/2."LAP(MIN ~--GROUT IN Fl£LD RUBBER G,A<S'KE T \ \__p;PE INSIDE DIAMETER BELL AND SPIGOT RUBBER GASKET JOINT GROUT IN t=IE/....D -------... INS-JOE WE!i..D AT C.ONT~ACTOR. 'S OPTION tMIN FOR 24-'1 PIPE ANO LA~GER-~ ~-FJELD HORTAR LAP NELDED SLIP JOINT TYPICAL SP PIPE JOINT DETAIL NO SCAL.t= OF'5TATIO/IJ TOP OUTLET DETAIL NOTES, °" 1. ALL FERROUS SURFACES OF BURIED PIPE ANO APPURTENANCES TO BE PROVIDED WITH PROTECTIVE COATINGS PER SPECIFICATIONS. 2, PROVIDE STAINLESS STEEL NUTS, BOLTS ANO WASHERS. • TYPICAL BURIED.2411 ACCESS MANjHOLE @ DE.TAIL NO .StJ;AL.E No. DATE REVISIONS 11 9 I 18/90 INCl<EAScO ZO" ZONlF 10' PIPE TO 'c4" Af'PROVED 0£$/GNEO: i'1 R RELOCArE ANO REC>ESIGN ZONE' 'O' ......,"-"-li-----+-R.-'E_S_E_R_V_O_l_~-,-U-l<_N_O_l.l_,--------+------1 ORAWN: H V IRVINE RANCH WATER DISTRICT Irvine, Calir. Amr Jrr,,,.-._ t::.r ••• .. _ .. IR'IINEROOI Wmlmrl ' ' / LINE ii D II PIPE "'4SE, ) 6 1' MIN ./ ~--~-6TA. 2+50 TO TYPICAL TRENCH SECTION DETAIL NO SCALE NOTE= S.E,E NOTES OF DE'TAIL G~ SHOWN ON UP-Lt=PT CORNER OF THIS' DRAWING OArE' 42862 ~lf/f,,1/crRCJNGJNE'ER !2-21-89 RECLAIMED WATERLINES PELICAN HILL ROAD SEGMENT ~k?JJfr!!-0 MANAGER 12-21-89 [RWO ASS'IS1'Af'n' 12-21-89 DETAILS II STA. 24+48~ B DR.18(15819)-B Sheet RW8 Of RWlO RECORD DRAWING .. (SEE NOTE. ON SHEET NO, 1) LEE&RO Consulting EnginEErs -~onrovlo,_Colifornio MICROFILMED SHEET RW.8 OF RWIO • 6 11 TH!CK AND 24 11 S61UARECONC~ETE PAD! ~TEST BOARD) 5EE SPECS / AND NOTES 2 I ANO 22 UTIL/TY BOX ,~,~~1'.<",•,:7:·~:rc:==r:::i~P.::>~~;,,,~,;,,,, BROOK s -3 /f T'-----i1 I I J ( ,, 1,.....1.UJ REDWOOD BLOCKS GREEN #4 GREEf.J 4 12 ---II 1 ~~ YELLOW # 4 II I ~-------.. 1,~~-YELLOW # 12 -~~~ Ill -------3" PVC 3' LONG ,,--- ~ SLACK LOOPS ,\ 2'' 2" - MIN, /VIAIN LINE. I V DISTANCE a.= 80 FT. t WHEFeE IRON OR STEEL CYLINDER WEIGHT l 35 LBS/PT. DISTANCE a. .. ZOO FT± WHERE IRON OR STEEL CYLINDE/2 WEIGi-iT > 55 LBS/FT. teECOfeD ACTUAL DISTANCE "a." ON AS-BUILT ~AWINGS NOTE.: THIS DETAIL APPLIES TO ALL PIPE WITH BONDED iJOINTS, FOUR WIRE CATHODIC TEST STATION (CTS) FOR GENERAL POTENTIAL AND ;?TRAY CURRENT MEASUREMENTS DETAIL NO SCALE BOND CABLES =IF 4 THW (TWO LOCATIONS FOR EACH rJO/NT) GASKET-~ ~THERMIC WELD WIT/-/ / . Dll=LECTRIC COATING - --.---------It---------;- ij ===~.•~,3~:s"~=~=i "" ""~ TYPICAL JOINT BONDING (DIP) DETAIL NO SCALE BLOCk 01? BREAK OUT COAT I NG FOi? ROD CONNECTION AS REQD - FIELD SPRING LINE ----------r,, BELL END fJ\\ ..., X; ,,---BONDING !:OD Ir; \9 l ~~ ~ \ ·~ -'3~, ~ '\VI; SPIGOT ENO ~ \-LOCATION Ot= ADDITIONAL \ 80NDING ROOS REQ'O \ FOR 30" PIPE \ --.,----+ ---.. I I LLOCATION ot= r:1,:sr $ \ SECOND BONDING ROOS', 20"~ .3011 /0/F'E SIDE VIEW BEND ROD TO FIT £ CUR'✓c OF PIPE. _j~ I 2d d SECTION BONDING ROD NOTES: 1. AT THE CONTRACTOR'S OPTION. JOINT BOND MAY BE OF THE RIGID DR FLEXIBLE TYPE. BUT NOT BOTH FOR A CONTINUOUS REACH OF PIPELINE. 2. FIELD COAT PIPE JOINTS WITH THE SAME MATERIIANCLHASf1ITNHIEMUPMIPE -COATHJG. COVER BONDING RODS WITH 1-112 3_ 4. 5. 6. THICKNESS OF MATERIAL EQUAL TO THE SPECIFIED PIPE COATING THICKNESS. FOR TESTING OF THE JOINT ELECTRICAL CONTINUITY, SEE SPECS. BONDING RODS MAY BE PLACED ON INSIDE OF PIPE TO FACILITATE BACKFILL OPERATIONS. - ALL PIPE JOINTS TO BE BONDED EXCEPT WHERE WELDED JOINTS ARE USED. d = 0.5 INCHES FOR 20-INCH AND 30-INCH PIPE. 20-INCH PIPE. 2 PLACES. 30-lNCH PIPE. 4 PLACES- BURIED STEEL PIPE JOINT BONDING DETAIL NO SCALE DR.18(15819)-B SheetRW9 Of RWlO • • -••·-·••--• _,_ •"V • •· .,,_ --~-.,•-•-•-••--• / ' ;. -~~01}1,q( ~~~tpft,1~ ~ No, !1_72l_ , ""' GENERAL NOTES FOR CATHODIC TEST STATION (CTSJ: 1. FOR LOCATION OF CTS SEE PLANS. 2. ALL TEST CONNECTIONS ON BURIED STEEL PIPE TO BE MADE AT EXPOSED FIELD JOINTS. WHERE TEST CONNECTIONS ARE SHOWN 2 INCHES APART. THE CONNECTIONS ARE TO BE MADE ON THE SAME SIDE OF THE JOINT. IF CONNECTIONS CANNOT BE MADE EASILY 2 INCHES APART LONGITUDINALLY, THEY MAY BE SEPARATED CIRCUMFERENTIALLY INSTEAD_ 3. ALL TEST CABLE CONNECTIONS ON STEEL PIPE TO BE MADE BY THERMITE WELDING OR BRAZING. 4. ALL WELDED OR BRAZED CABLE CONNECTIONS TO BE INSULATED WITH FLEXIBLE DIELECTRIC MATERIAL EQUIVALENT TO BITUMINOUS PIPE COATING. 5. NO WELDING WILL BE PERMITTED ON PRESTRESSED WIRES ON STEEL CYLINDER CONCRETE PIPE. 6_ IN VICINITY OF UTILITY BOX AND IN VICINITY OF PIPE, PROVIDE TWO FEET OF SLACK COIL IN EACH WIRE. 7. ALL UTILITY BOXES FOR CTS ARE TO BE PLACED IW L/AIE WITHA YELLOW TEST CABLES, OFF TOSI.DE Of ROAJ) (Sff-#/ & # /~). ~ ' - 8. ALL EXPOSED COPPER (TEST LEADS. BONDS, ETC.) SHALL BE FULLY INSULATED WITH A FLEXIBLE DIELECTRIC MATERIAL EQUIVALENT TO BITUMINOUS PIPE COATING CEMENT MORTAR AND EPOXY ARE NOT ACCEPTABLE. REMAINDER OF COATING TO BE PLACED OVER THE BITUMINOUS PIPE COATING SHALL BE SAME AS ON ADJACENT PIPE SECTIONS_ 9. ALL CABLE DIMENSIONS ARE AWG [AMERICAN WIRE GAGE). 10_ THE OUTER WIRES SHALL BE NO. 4, THE INNER WIRES SHALL BE NO. 12. IF THE CARRIER PIPE DIAMETER IS LESS THAN 12" A NO. 8 WIRE SHALL BE SUBSTITUTED FOR THE NO. 4. I 1. ALL TEST LEADS AND BONDING CABLES ARE SINGLE CONDUCTOR { 1 /Cl, STRANDED WELDING' CABLE FOR SIZES NO. 6 AND LARGER, STRANDED OR SOLID FOR SIZES NO. 8 AND SMALLER. 12. TEST LEADS SHALL NOT BE SPLICED. 13. CABLE COLOR CODING SCHEME: A. YELLOW AND GREEN TEST CABLES ARE ON CARRIER LINE. B. YELLOW IS USED TO DESIGNATE SOUTH OR WEST AND.GREEN TO DESIGNATE NORTH OR EAST ON THE CARRIER PIPE. C. RED DESIGNATES A FOREIGN LINE OR STRUCTURE. 14. TEST LEAD SHALL END IN A BANANA JACK OR MALE TERMINAL WHICH SHALL BE THE SAME COLOR AS THE TEST CABLE (I.E., YELLOW. GREEN OR RED) TO WHICH IT IS CONNECTED. 15_ EACH TERMINAL IN TEST BOARD SHALL BE IDENTIFIED ON THE TERMINAL STRIP BY PERMANENT MARKING. 16. A ZINC RIBBON {WIDTH X GA [OR THICKNESS]) SPIRAL OF 20-FOOT LINEAL LENGTH SHALL BE INSTALLED IN A CIRCULA1R PATTERN AROUND ALL CTS LOCATED IN AREAS WHERE THE PIPELINE RUNS PARALLEL WITH HIGH VOLTAGE AS TRANSMISSION LINES, UNLESS (XCEPTED BY THE ENGINEER. 17. A MARKER POST SHALL BE ERECTED FOR EACH CTS LOCATED BELOW GROUND IN A UTILITY BOX IN AN UNIMPROVED AREA. LOCATION SHALL BE AS DIRECTED BY OWNER'S REPRESENTATIVE-MARKER POST SHALL BE A 4-INCH DIA. STEEL PIPE PROJECTING 4 FEET ABOVE GRADE AND BURIED 2 FEET IN GROUND WITH BURIED PORTION ENCASED IN CONCRETE. PIPE SHALL BE FILLED AND CAPPED WITH CONCRETE AND PAINTED WITH A PRIMER OF 5 MILS AND TWO 8 MILS WHITE COLOR FINISH COATS. 18. ALL BURIED CTS SHALL BE ENCLOSED IN A UTILITY BOX WHICH SHALL BE MIN. 8-IN. DIA_ CAST IRON OR CONCRETE WITH CAST IRON COVER. SEE SPECS. . 19. ALL UTILITY BOXES SHALL BE LOCATED AT THE STATIONS SHOWN O,N THE PLANS. THEY SHALL BE PLACED IN AREAS OF MINIMUM TRAFFIC HAZARD AS DIRECTED BY THE OWNER'S REPRESENTATIVE. SUCH AS IN PARKWAYS. SHOULDERS. OR BEHIND CURBS. 20. IN SECURE AREAS SUCH AS IN VAULTS, BUILDINGS, OR FENCED YARDS, THE CTS MAY BE FLANGE MOUNTED, WALL MOUNTED, OR POLE MOUNTED AS DIRECTED BY THE OWNER'S REPRESENTATIVE. 21. FEMALE BANANA PLUGS SHALL BE USED ON ALL TERMINAL TEST BOARDS WHERE AC OR DC VOLTAGES ARE AN ELECTROCUTION HAZARDS (E.G., FAULT CURRENT DR INDUCED AS FROM PARALLELING AC TRANSMISSION LINES) . /1(!,//c. ~-~ ii ! ,p r,~,(~ifz-•_ / t,. /" J'/_,/i;:J'!VJI.; '-,,~-22. MALE TERMINALS SHALL BE USED ON ALL TERMINAL TEST BOARDS ,,t Dir·.·-;f WHERE THERE IS NO ELECTROCUTION HAZARD. RECORD DRAWING ~-,.na (SEE NOTE ON SHEET NO. 1) -~~ • l4N~,-~~=0.~'4~7i~F[~:~;::;::~~:::~R.~'E~V,~'/S~/O~N~s~::::::::::::::~A~l<~P,~'R~O~V&:~D~rDE._S_/6-N-EO-,,--:-M:-.:R:--_ r------------..;..---r:;;;;;:;;:7 r,~11-,,,-----l-::,~;~,:-:_~-4-2_8_6_2 ___ -:-:L£::E-:a~R=0---12--~;;:;;_nr~~9_;,r;.;.,;,;;;;;;;,.;...;.;.;;,;_;,;._-:R:-,E::::C7L-A:-,~IM-:;:E;D:--7W:-:A::J:;:-;:E:R:L"".l:-N~E::S:------T------~-::" ;I SHEET ~ 1\ 2-25-!12 ~EI//SEl) PER ~tfC'MO PR.4W/Ala5 I' /£ii,.,_ IB y·..-NE BA •r.cr.,,.-c;:-:ijllll' ' PROJECT ENGINEER NT 8 - I .... .LWI .... .., -14 PELICAN HILL ROAD -SEGME - l---lf-----+------------------+--..J----1 DRAWN,' R.R, WAT EB BISTBICT e~.1 c::Ji;':> <f!-,,_; (7_,f' -'" 32886 ~t&✓fcf0MANAGER 12-21-89 LEE&RO RW9 OF r. i C , . ., DIVINE IWrn J.-:,B:l--~ , r "'-V --• s III Consulting EngineEl'S i::::::::::~~:::::::::::::::::::::::::::::::::~:::::::-:: ..... cH_E,_C_KE._o_, _11 __ .c_ • ....ii._...., __ .... _ j ... _" __ n_e_, __ • __ ._._ •• ___ ,.__11:_m_msnocr __ -'-,Y /Pl .,~Z -,(,1~~~8w4 IR WO As,fjSTANT 12 -21-89 • 0 ET A I L Mo,1rovio, CJJlifOl'nio FNv 10 1 I MICR • l.' - I i? ~ - -.. f i .. ; -----.+-+-+ ~ ! -~;...,-' ----+-- 4" BALL VALVE (PcZt/RIK MOOEL 2,1)()) 12" .8FV r.-~ATT HP 251)) 2r:f' RW (ZONE-. 24-' R~ (ZONED'; • 0 <D ~ "tlA TE J/AL/IE_----:+-t-1·~ . (cttJW zoow) ~ f ~ :~ ~ ~ w z :J 'b OC'b a ~c w3:<w z z :JO :J W oLLloCL- o ~ in CL .,.; :s..: 'b ,t (J -.t +w+• -a:-w ~'b~<~ (I) I') N Bl/N/J rL.ANt1E STA. Z4+Z4 ~ co ::E w (/) ~ t:: 0 s: g [D I," R1:CLA/MEO WATEA'L.IIVE ZONE 'Z)" Pl.PE, LIAIE "&." (5EE l"ROr/LE AT RltlHT) 8"8AlL VAl/lF . I . . . . .. w I,._~ 9:A~~ CL~\'::~ 'b ~ !,t., s: . ~~~ LL.I '-I • z~~~ 2~~~~ ~\i" c;: ~ ~ i;n~~~ ~~~~ ENLARGED PLAN LINE "D" No. DATE REVISIONS .. .. 10' 11 9/18/90 TNCREA5EO 20" ZONE 'D' PIP!: TO z411 RE'-OCATG' ANO Rl=OESIGN ZONE: '0 1 R'ESERVOI~ TC/~NOUT ;i2 2-26-!J2 l<l?I/ISE.lJ PER RECOR£) .O~AWING.S 0 0 + ~ rR/W CURB & GUTTER STA 1 +00.00 LINE •D" = STA 24+48.00.:. STA !70+ZJ.37 PELICAN HILL ROAD \ --+-WELDED ELBOW FOR SP OIR CCP ~ RESTRAINED ELBOW FOR DIIP (HOTATE 17• POWN) ---'--3o"x 24" REDUC!=R 4" CJATE-VALVE (t:'LPW. PELICAN HILL ROAD -- STA. 1 + 17 BEGIN SLURRY 8" 6ATI! VALVt' _.,____ SLURRY BACKFILL @ 0 STA. 1+ 06.6 3r:f' BFV r l"RA rr M!)T-S /{f>2!StJ) ,---CURB & GUTTER STA. 1+74 END SLURRY \_R/W STA lr95,00 £ND LIN£ "D" 10· 20' HORIZONTAL SCALE 1" = 10' A RW4 APPROVED DESIGNED: MR IRVINE RANCH DRAWN: KC WATER DISTRICT CHECKED: MC Irvine, Calif. ... 75 LF-4" CLASS 51 DIP ~FINISH SURFACE LINE OVER 4__ OF PIPE I ROUGH GRADE LINE OVER ~ OF PIPE L __ _J orof>1 )r 0, f---w __J f--- => 0 ~ ~ -s::j- 0 z w 0 0 ...IO • LLJll} ''"' 0 >,..; UJ :;: t8 r--... z +w .--- (_') <( => <-I f---__J Cl "I; (/) Q_ ti)~ a.. Ii) u ...I II:: w LINE "E" SEE SHT RW4 FOR PLAN VIEW 40' 0 40: • -----HORIZONTAL SCALE 1" = 40' fl' 0 8' 16' ---- -VER11CAL SCALE 1" = 8' ~ ~ A, C f=,I .. t::;;r • .,eeU \ .t · .__J ,_.;_.a..•/!.-.:t>,: ~. DIVINE R.OOI w.m ll\'l1lli ~ 52 LF-12" tmin =0.1345" OR CLASS 50 DIP ~ FINISH SURFACE LINE OVER 4__ OF PIPE ft • 0 n z 0 --:> t- / 5 LF-6" tmin =0.1 34 " OR CLASS 50 DIP / ROUGH GRADE LINE OVER Ct_ OF PIPE ~ <( w Zz o--__J f---0::: ~FINISH SURFACE LINE OVER 4__ OF PIPE. f---w __J f--- =:) 0 ~ ft N .,- 0 z w 0 £). ~ LJ_ 1!f£:,, N m L[) +=:J .,-<( <( f- f-(/) (l)z • S= + 0.0295 LINE "F'' SEE SHT RW4 FOR PLAN VIEW L.EE & RO /JAJF PF/0,Jf.CT f.NGINITR 12-21-89 LEE & RO CT MANAGER 12-21-89 1/fWD ASSISTANT 12-21-89 DlltE:CTOR Or ENGINEERING • • 0 n z 0 --:> f--- ~ <( w Zz o--__J f---0::: uw => f--- 0 0::: <( 0 0 t-~ .--(I) • cizo 01 OOWN +02~ .....-<( N z • -__J <( (_') u <( f---w w f---(/) m o::: l/) Uw => f---0::: <( 0 Of-~~ 0 (/) 0) cizoN oow+ + U 2 -s::t- ..-z <( N __ __J. <((..') U<( f---w w f---(/) m o::: (/) ROUGH GRADE LINE OVER ~ OF PIPE ------ LINE "G" SEE SHT RW4 FOR PLAN VIEW --- t-w __J t- =:) 0 ~ ~ CD 0 z w 0 0 LJ_ • LD m 0) +=:J .....-<( <( f-f-(/) (/) z ---·-- VARIABLE, DEPENDING UPON PIPE SIZE AND SOIL CONDITIONS 1-----+----COMPACTED BACKFILL, SEE SPECS. & ill ~ (ff' MIN.) ----~lJ --------- 2" MIN. 1 ·. •.. . ... ____ .....__---+-+---'--- ... ••• #4 BARS LONG. (TYP.) -----.al--l---. t' MIN. CLR.J . . . . .... . . . #4 AT 24" C.C. (TYP .) • ~~-CLASS 3 CONC. • ' A • . ·• PIPE ENCASEMENT DETAIL 1 NO SCALE DR, 18(15819)-B Sheet RWIO OfRWIO VAR RECORD DRAWING (SEE NOTE ON SHEET NO. 1) , ,, l'jo, 11.1 • r ~?-. )y\;,. Jf L~' " --~ COASTAL AREA RECLAIMED WATERLINES PELICAN HILL ROAD SEGMENT B la LEE&RO ·~ Consulting Engineers ENLARGED PLAN & PROFILES llllonrovla, California SH£IT RW1 C OF RW1 C