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Home My WebLink AboutR_5748_SCONSTRUCTION PLANS FOR THE IMPROVEMENT OF "A" STREET AND "B" STREET TRACT No. 15317 -BONITA VILLAGE ~ ''sr12eor 1.s ~~w J4£5A VIEW DR. aArre~seA general notes: 1. ALL WO'<K CONFORM TO THE STANDARD SPECIFtCA TIONS (STANDARD SPECtFICATIONS FOR PUBLIC WORKS •:ONSTRUC- TION), cir,· OF IRVINE STANDARD DRA'MNGS, CITY OF •RV•NE STANDARD SPECIFICATIONS AND THE CURRENT W.A.T,,; r-i. MAN\JAL, EACH OF THE MOST RECENT DATE. 2. Ti-1E CONTRACTOR SHALL TELEPHONE THE CITY OF IR,1NE AT _EAST TWO WORf'.ING DAYS ( 48 HOUR Si PRIOR TO STARTING CGNSTRUC:Tl::i', (714/724-6505). 3. ALL UNDERGROUND FACILITIES SHALL BE INSTAU.ED PR1,:)R T(, SURF' ACING OF STREETS. THE INSTALLATION OF ALL UNDERGRC•uND FACILITIES CROSSING EXISTING AI\TERIAL t-i1GHWAYS FEQUi'IES BOPiNG OR JACt<ING, UNLESS onlERWlSE APPROVED BY THE C1TY ENGINEER. ' 4. ANY EXISTING PAVEMENT DISTURBED 6Y THE CONSTRucroN •:)F UNDERGROUND INSTALLATIONS SHALL BE COVERED 8, A '-ERl,':T ISSUED SY THE CITY OF iPVINE. I 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TC, ARRA!'JGE FOR ANO COORDINATE THE RELOCATION OF ANY (XISTING LiT1L1TIES DEEMED NECESSARY B·( THE PROPOSED :MPROVEME:H. S. WHENEVER IT BECOMES NECESSARY TO TUNNEL LINDER EXIS Ti'.sG IMPROVEMENTS, THE CONTRACTOR SHALL SUPPORT THOSE IMPROVEMENTS IN A MANNER APPROVED BY THE CITY E"'GINEER OR. THE CONTRACTOR SHALL SAWCUT, REMOVE ANO REPc~CE ThOSE IMPROVEMENTS IN ACCORDANCE WITH THE CITY OF' IR,~NE STANDARD DRAWINGS. 7. IT SHALL BE THE CONTRACTOR'S RESPONSIBLITY TO LOCATE NEW SEWER LATERALS CONSTRUCTED ANO TO STAMP TioCE CURB WI TH AN "S" ABOVE THE NEW LATERAL. INOtVlDUAL SEWER ANC WATER SERVICES SHALL f'IOT BE LOCATED UNDER A DRIVEWAY. 8. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND STAMP 11-iE CURB ON EACH S10E OF' THE STREET WITH THE • APPltORtA TE LETTER: "E" f'OR EDISON, "T" FOR TELEPHONE, ETC .. WHEREVER UNOERGR9\lNO F'AClUTIES CROSS A STREET. 9. PRIOR ro PLACING OF UNOERGROUND UTILITIES, THE LOCATION OF ALL UNDERGROUND F'ACILITIES (ELECTRICAL, TELEPHONE, CABLE TV, GAS, ~Tc.)· SHALL BE ADDEO TO IMPROVEMENT PLANS. 10. IT SHALL" B&: THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION Of' ALL EXISTING IJNOERGROUND UTILITIES (SY POTHOLING OR OTHER MEANS): CONTRACTORS SHALL.·NOTIF'Y UNDERGROUND S!RVICE ALERT (U.S.A.) 800/422-4133 AT LEAST 72 HOURS PRIOR TO Al>IY EXCAVAilOR TO LOCATE EXISTING UTILITIES. 11. ALL CONCRETE WORK AS SHOWN ON PLANS (CURB & GUiTER, STORM DRAIN PIPE. MANHOLES. SIDEW"'1.K, ETC.) SHALL BE EXTRA STRENGTH CONCRETE WITH 7 SACK TYPE 11. CEMENT OR 6 SACK TYPE V CEMENT, UNLESS DEEMED UNNECESSARY SY ·suLF A TE COf'/TENT TESTS AS APPROVED SY lHE CITY OF' IRVINE. FLY ASH ADDITIVES AND/OR SUBSTITUTES SHALL NOT BE PERMITTED. 12. CONTRACTOR SHALL OBTAIN ANY REQUIRED O.S.H.A PERMITS PRIOR TO •.NY EXCAVATIONS. 13. ARROW BOARDS SHALL BE· USED ON ANY LANE CLOSURES ON ARTERIAL STREETS. 9: 00 A.M. TO 3: 00 P.M. WORK PERMITTED ON ;6,RTERIALS. 14. SLURRY BACKFlLL SHALL BE REQUIRED WHEN TUNNELING UNDER CURB ANO. GUTTER, SLURRY BACKFILL IS REQUIRED AROUND ALL MANHOLE CONSTRUCTION WITHIN PAVED STREETS. 15. SURVEY MONUMENTS SHALL BE PRESERVED ANO REFERENCED BEFORE CONSTRUCTION ANO REPLACED AFTER CONSTRUCTION PURSUANT TO SECTION 8771 OF' THE BUSINESS AND PROFESSIONS CODE. DIAL TOLL FREE 1-800--422-4133 AT LEAST TWO DAYS Bt.FCR!:: rOU DIG UNDERCR!)UNO SERVICE ALERT or SOUTHERN CALlrORNIA PLANNING AREA 26A NOTICE TO CONTRACTOR: ALL UNDERGROUND ununES OR ST~ueTuRES ~EPORTED av THE OWNER OR OTHERS, AND THOSE SHOWN ON T>!E RECORDS EXAMINED, ARE !NDICATE~ WITH THEIP. APPROXIMATE LOCATION AN[! EXTENT THE CONTRACTOR. SANTA Wrut TUN U.S. 11.llt!NC C0IIIP1 ""'°"""" All! S1.lnON Al.TON All,: \ \ \ JW~TOI. ....... ' E. TORO lfM!Nt ~ AR 'SfAllCJN RAJ:..ROAO BY AC~EPTING THESE PLANS OR PROCEEDING wn-H IMPROVEMENTS PURSUAtff Tw,ERETO, AGREES 10 ASSUME LIABILITY ~D TO HOLD IJNDERSIGNED HARMLtSS FOR ANY D.WAGES RESULTl"IG FROIJ T>!E EXISTENCE or UNDERGROU!,D UTILITIES OR STRUCTURES NOT REPORTEv TO lHE u,;DERSIGNED, NOT INDICATED Cti THE PIJBUC RECORDS EXAIJINEO, LOCATED AT VARl~CE WITH THOSE REPORTED OR SHOWN ON RECORDS EXAA41NEO. THE CONTPACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY ~E'ASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILmES OR STRUCTURES FOUND AT THE SITE. IT SH~U BE THE CONTRACT0R'S RESPONSIBIIJTY TO NOTIFY THE OWNERS OF THE UTIUTIES OR STRUCTURES CONCERNED BEFORE STARTiNG WORK. city of • • 1rv1ne THE EXISTENCE AND LOCATION or W.Y UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF AVAllABi.£ RECORDS. TO THE BEST OF OUR i<NOWLEDCE THERE ARE NC EXISTING UTILITIES EXCEPT l>S S~OWN ON THESE PLANS. THE CONIDCTOR 1$ REC•JiRED TO TAKE DUE PRECAUTIONARY IIEASURES TO PROT:'.CT THE unuTIES SHOWN A~ OTHER ~INES OR STRUCTURES NOT SHOWN ON THESE PLANS ?ROJECT SITE LOCATION MAP ALL CONTP.ACTORS ANO SUBCONTRACTORS PERFO!lMING WORK SHOWN ON OR RELATED 10 lHESE P!.JINS SHALL CONDUCi THEIR OPERATIONS so THAT AU EM~LOYEES ARE PRQ·,1orn A SAFE Pi.ACE TO WOR~ AND THE PUBUC !S PROTECTED All CmlTRACTORS ANC SUBCONTRIICTCRS S~LL CO\!PLT· WITH THE "OCCUPATIONAL SAFETY AND tiEAlTH REGULATIONS". or THE U.S. DEPARTMENT or c~BOR. ANO WITH TH£ STATE OF CAdFORMA DEPARTI.IENT OF INDUSTRIAL RElATIONs· "(ONTRUCTlm; SAFETY ORDERS". PROJE•:T LOCATION NORTHEAST OF MACARTi-1:.Ji< BOULEVARC, AN!) BONITA CANYON ROA'.:' IN :HE C!TY OF :RVINE. CAL1f"ORNIA, iHOMAS GUtDE "AGE 889 BLOC.K ~-H THE CML ENGINEER 'SHA;.L NOT BE RESPONSIBLE IN Alfi WAY FOR T~E CONTRACTORS'. ANO SUBCONTRACTORS" COIIPLIANCE ·WllH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE ~ S. DEP"-'TMENT OF LABOR OR WiTH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL REL~TIONS' "CONS7RUCTION WIT< OP.DEPS". CONTRACTOR FURTHER AGREES THAT HE SH~LL ASSUME SOLE AMD C0MPLETE RESPONSIBltffi FOR. JOB S!TE CONDiTIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJEcT, INCLUDING ~F!:TY OF ALL PERSONS AND PROPERlY: THAT T~!S REOUIP.Et.lENT SHALL APPLY CON:INUOIJSL' AND NOT BE LIMITED TO NORII.AL WORKING HOURS. AND THAT THE CONTRACTOR SHALL DEfENO, INDEM~IFY AND HOLD THE OWNEP AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN cm;NECilON WITH THE P[RFO~MANCE OF WORr ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE or THE OWNER OR THE E~GINEER. NMG GEOTECHNICAL, INC. 1?791 ·1blthell, Suite D Irvine. Cahlornio 9Z714 (714) 442-2«2 THE ESTIMATED QUANTITIES , SHEET "T-2". ARE ONLY FOR THE PURPOSE OF OBTAINING THE NECESSARY PERMIT, AAO CDC ENGINEERING, l"IC. DOES N!)T GUARANTEE THE ACCURACY OF THE ESTIMATED OUANTmES. THE CONTRACT,)R ShALL PEqfORM HIS OWN Q,JANTlTY TAKEOFF BEFORE SUBMITTING A BID FOR ANY POP.TlON OF THE IMPROVEMENTS COVERED BY THESE PLANS. REPDR! DIJE· AUGUST 6; 1996 S04LS ENGO<fER: TED NrrAKE RCE -• ENGINEERING GEOt.OC:ST· TERRI ""1CHT CEG 1J42 NOTICE TC CONTRACTOR PURSUANT TO ASSEMBLY BILL 3019. NO EXCAVATION PERMIT IS VAUD UNi.ESS THE FOLLOWING IS PERFORMED: t. UNDERGROUND SERVICE ALERT HAS BEEN CONTACTED ft.NO HAS PROVIDED INQUIRY 1.0. NUMBER.__ ______ _ 2. THE UNDERSIGNED AGREES TO CONTACT AND OBTAIN AN INQU1;,y 1.D. NUMBEij. FROM UNDERGROUND SERVICE ALERT (1-800-4,.2-4133) AT LEAST TWO WORKING DAYS PRIOR TO COMMENCING EXCAVATION ~o~ IRVINE TRAFFIC ENGINEERrHt I 10/ZS/'17 A5-8UtL.i--Dtt-E-TE Ac. 6EtM l'rDD Mltl.frFf ,oo, ADD TAANs C.Otl.131-Al>D /t<:c.ESS APR.orJ, '5/fiS. 2-7,'l,l!t•{~ S1GNED: DATE: ~~ DATI ' I.R. 9/96 -•■Y:. 11 CITY ENGINEER IRVINE RANCH WATER D!STRICT APPIIOYAL PO. UWll1l, WATH. AIG RICLA..0 WATU DATI ,. I IY: B.C. 9/96 DATI CNECQil tY: v.s. 9/S6 I DAH -OYED av, ~;..-f.s.. al#'aR'IIIBl!D av, ____ _ ,w:e: a1:ce av: lf,ff /SNOW •. . . ·, --.. '· . ., ·. ' ' ' .... ·, ... . .. . ..... .... UNMRSITY a-....,,_. - Wt JO~OU!_M Hll.U.. --TRANifOATA~ON -~fiOCII D ::,r, Er" ''ITE ' r.._,J •,.,. :i ! VICINITY -,MAP NT S. 0 ,.._ _________________________ " _______ ., --. ,.., ... _Jr<" ~-.:p !'-ID:·, OF SHEETS SEE ShT T-2 ···~DEX M,l,IC SEE Sr<T T--2 ,:(,NSTRlJC~,,:-,,; N }'."ES ~,: QlJANT!TIES SEE SHT T-2 BENCH MARK: 0. 18 MILES NOPT'1ERLY ALONG MACARTHUR BOULEVARD. 18# ·THE -JUNCJI,.,,...",. (,, FOR~ ROA:> AN[• MACARTHUR BOUL[vARO, ABOUT· 36 , l?'QT Q!': fr'f:: CENfERUNE OF THE BOULEVARD, 4 ~ .6 re:n SOUTH OF' A COR-' "JER FE,,.CE P,~ST AT T11E JL1NCTION OF 2 WIRE FENCE UH~. 3.5 FEET SOUTH OF A STATE SURVEY MONUMENT MARKEft ·,4r~·.2 8r 3 FOOT CAT,:H BASIN, SET IN THE SOUTH ENC, OF iHt ~OUTHEAST CO'<NER OF THE CATCH BASIN. • E,.EV!<Tf0N 189. 168 M.S L ADJUSTED h/77 BASIS OF BEARINGS-: THE BEARING OF• S 01'03'29 35" W ALONG THE LINE BETWEE;W OPS NO. 305 A"'[, CPS Nu. 49 AS SAIC, LINE IS SHOl'IN ON A MAP Flt.ED IN s:;::,,· 129 DAG ES 46, 4 7 & 48 OF' RECORDS OF SURVEY Ii'; THE OFF!':E :,, Ti-1£ C:C.•JN°'."r Rt•:ORDER OF".-ORANGE COUNr<, C•clFO,NIA WAS JSED AS THE BASIS OF BEARINGS FOR Tr<ESE PLANS. IIIIOJECT 110, _261Q ,c, ' 111&1' 1.:.1 ••• CITY .. OF IRVlttE ..1..: .. ~U: e §l 0 , 0 " e a f I ; I I I I I I I I ~ ~ - ~ 0 a ~ :, \ " ' ' I I i:i ~ " • V ENT SCARPATJ "9/9 .J.•_-__ 0 _•v_, _____ __.__......_ ____ C_O_MM_U_~TY_ DEVELOPMENT DEP~,!~~-----·----.......J " ~ a 5 ~ " O 0 ~ "' 0 " m O ~ ~ z 5 C z .. ~ . 0 ' "' g < " z !" " ,. C: ~ 0 "' " ,. ~ \; z I Q 5 " " m 0 □ " "' □ ~ m 0 " ~ 0 < z 5 C z < ~ • □ ' ~ " > " z .m n > ~ :0 ~ > ~ ,; z :r: 0 r 0 " n rn 0 0 " :0 □ i'l m " ~ ~ i' 5 z C s: ID m :IJ t ~o ~ ---1 •~z ~ IG1 A\ § t s: ~ ~ ' 0 "" ~ ~ 0 II ~ z G1 z C s:: CD m Il 0 II ~ z G) ~ ~ ::::: I~ I~ ~ ~ ~ ~ ~ I SHT NO ' 1 2 J 4 5 6 7 8 9 70 11 'A Ii srl€e6r .CHA-AIG&D TO ,,4,fesA view t)R. ~-, 6 r1<.e6 t... cl#IAlt-cfl> 71J J!Arrcf1'2se1'1 DWG NO T-1 T-2 ST-1 ST-2 ST-3 ST-4 G-1 . . G-2 TS-! TS-2 U-7 INDEX OF SHEETS SHEET TITLE TITLE SHEET ' INDEX MAP, INDEX OF SHEETS, CONSTRUCTION NOTES AND QUANTITIES CROSS SECTIONS AND DETAILS STREET IMPROVEMENT PLAN FOR "A" STREET 13+50.00 TO 20+00.00 STREET IMPROVEMENT PLAN FOR "A" STREET 20+00. 00 TO 29+60. 88 STREET IMPROVEMENT PLAN FOR 'A" STREET TEE AND "B" STREET GRADING AND PAVING PLAN FOR "A" STREET GUARD PLAZA GRADING AND PAVING PLAN FOR "8" "STREET GUARD PLAZA SIGNING AND STRIPING PLAN FOR "A" STREET SIGNING AND STRIPING PLAN FOR "B" STREET UTILITY PLAN FOR "A" STREET GUARD PLAZA AND 165.70 TC 165.20 FL ''EJ" STREET ENTRY 3" CF 165 20 FL 165.59 TC 165.09 FL 165.76 TC 165.26 FL / 165.59 TC ) 165.09 FL 165.59 TC 165.09 FL 165.85 TC 165.35 FL 16' 165.85 TC 165.35 FL 16' ,ue5,4 V 1av D/1!. • '\165.59 TC 165.09 FL INTERSECTION DETAIL FOR "/\" STREET TEE SCALE 1"=10' & NO~£-SIDEWALK SHOWN HEREON IS FOR CONSTRUCT/ON REFERENCE P~RPOSES. SIDEWALK TO BE CONSTRUCTED PER SLA STUDIO LAND INC., 28692-LC. ,· LOT 4 LOT W LOTZ \ \ LOTH 0 13 LDT LOT 14 15 LOT U LOT I I I I I • . ', \ .._ ~ \ '· \ \\\' LOT X LOT Y ~ \ \ \ \ \ \ ·~ ~ -\ \ lr ,' \ \ 1:.. I• LOT 16 ~ "' -,.,. LOT 17 \...----TRACT BOUNDARY ' ' \ LOT AA , ' "' ' / / LOT LINES ___.../'- / .,,.. TRACT 15317 LOT 18 -,LOTCC' ' LOT BB LOT 7 INDEX MAP SCALE: 1 "=200' 10/28/97 AS-BUILT -DELETE AC BERM, ADD UTILITY ACCESS APRON TO "A" STREET TEE 7 /22/97 ADD CONST NOTE 22 TO RELOCATE AIR VACUUM AND AIR RELEASE VALVE ASSEMBLY 6/24/97 DATE \ \ 5 CONSTRUCTION NOTES AND QUANTITIES NO DESCRIPTION I CONSTRUCT 6" P.C.C. CURB AND GUTTER TYPE "D" PER CITY OF /RV/NE STD. PLAN NO. 200. 2 CONSTRUCT "A.C. OVER "AB. PER TABLE ON SHEET ST-I. 4 CONSTRUCT CURB RETURN PER CITY OF /RV/NE STD. PLAN NO. 202. 5 CONSTRUCT 6" CURB TYPE "8-7'' PER CITY OF /RV/NE STD. PLAN NO. 200. 6 CONSTRUCT 8" CURB AND GUTTER TYPE "A-2'' PER CITY OF /RV/NE STD. PLAN NO. 200. 7 CONSTRUCT SIDEWALK ACCESS RAMP PER DETAIL ON SHEET ST-I 5 8 CONSTRUCT PCC LOCAL DEPRESSION PER CITY OF /RV/NE STD. PLAN NO. 303. 9 ADJUST S.A.M.P. SEWER MANHOLE TO GRAD£ 10 CONSTRUCT J" A.C. APRON FOR DRAINAGE CONTROL. 11 CONSTRUCT BUS STOP BAY PER CITY OF /RV/NE STD. Pl.AN NO. 209. 12 CONSTRUCT CONG. PAVER BLOCK PAVEMENT PER ARCHITECT'S PLAN 28692-LC AND DETAIL BELOW. RELOCATE EXIST. STREET LIGHT CON TRUCT MODIFIED 6" P.C.C. CURB AND GUTTER PER DETAIL HEREON. r CONSTRUCT/" COPPER SERVICE INSTALLA770N PER IRWD STANDARD DRAWING NO. W-1. 22 RELOCATE 2" AIR VACUUM AND AIR RELEASE VALVE PER IRWD STANDARD DRA~1NG NO. W-10. NOTD 4" Tl-I/CK P.C.C. S/OEWALK TO BE CONSTRUCTED PER SLA STUDIO LAND INC., 28692-LC. & DEMOLITION NOTES AND QUANTITIES ~ DESCRIPTION I REMOVE EXISTING 5' HIGH CHAIN LINK FENCE 2 SAWCUT AND REMOVE EXISTING AC PAVEMENT. J SAWCUT AND REMOVE EXISTING PCC CURB AND GUTTER. 4 SAWCUT AND REMOVE EXISTING PCC SIDEWALK. 24" 6" 1 1/2" n 1 1/2" PATTERNED & CONCRETE I ~· PAVEMENT & 'i> p <O 1/2"R 6. FACE OF GUTTER 1"R "" 1/2"R TO BE PLUMB 6. "' I> MODIFIED P.C.C. ~_C_U_RB_A_N_D_G_UT_Ti_E_R_ V NOT TO SCALE ffl ,---FINISHED SURFACE PAVER BLOCK -2. 75" (0.23") • SAND -1" (0.08') BASE MATERIAL (AB) -8.25" (0.69') ffl ,.,--FILTER CLOTH" OVER APPROVED CERTIFIED SUBGRADE SOIL QUANTITY UNIT 4,148 LF 16 850 LF 172 LF 18 EA 2 EA 8 EA 1,340 SF I EA 16,582 SF 5 1 EA 652 LF_ 1 EA 1 EA 6 QUAN77TY UNIT 5,200 LF 3,063 SF 356 LF 1 2,100 SF CONC PA VER BLOCK PV'MT SECTION SEE PLAN FOR LIMITS PLANS PREPARED BY: NOT TO SCALE "-'~ ~\ VL S "" "' ;;; NO. 3352 EXP. 06-3D ~-,c:1~ :~ ~: r] fl u:J·J..1 \;.-,-::} ~ lf.!!. PROJECT NO. 26485-TC 28692-LC, REVISE ACCESS RAMP QUANTITY, ADD 3" CURB FACE TO TEE DETAIL 4 ORAWN BV, I.R. 9/96 INDEX MAP, INDEX OF SHEETS CONSTRUCTION NOTES AND QUANTITIES BONITA VILLAGE ADD CONG PAVER BLOCK PV'MT SECTION, CONSTRUCT SIDEW.~LK PER S.L.A. PIJ\N ii CDC • ENGINEERING INC :__j _ _j ______________ __J,:::::::.:.!:=;;;;;;;;;;;;;=f='?.:::=-i Civil Design Consultant~ (714)830-6801 1-------------------------1 SHEET DATE T-2 CITY OF IRVINE COMMUNITY DEVELOPMENT DEPARTMENT 3 2 1 4/10/97 NO. DATE ADD CONSTRUCTION NOTES AND DETAILS, REVISE QUANTITIES DESIGNED BY: B.C. 9/96 DATE CHECKED B • v.s. 9/96 5 Wrigley, Irvine, CA 92718 \t., .. <. ,.,,~• n \ \-3") Vlticrnr SCAR.PA R c.E. No. 33s20 DATE __2_oF 11 I···· r,,/J w C: Cl CYJ 0 \0 -" ,', 0' I 0) cu I 0 - l'.J ), q . f--- .. I P'1 C--J <[' I (\J ~--· • a • = ~ ~ I I ~ ~ E 0 • a • = a C " ~ • e , s " = " ~ I I I ~ • ~ s l' 0 m ~ Q ' " t ! □ ~ ~ z C < • m • 0 ~ ~ • • • m Q ~ 0 m a m < ~ < m 5 Q ~ ,. • ' ~ ~ Q $ ~ z £ • z C ;; ~ < z [Il !" n m ,. II C ~ Q ,, 2 j, .,, s; 2 :r □ Q 6 II n ~ 0 'll Q ~ z 5 G) z • z C ~ ~ z [D _m n m ,. II C ~ 0 ,, z ~ .,, s; 2 :r Q □ r 0 II n ~ Q '!l Q ~ z 5 G) 2 • z C ~ ~ [Il .m " m ,. II 'ii Q • ~ 'U ,: z ' :r I Q □ 6 II n Q ~ ,, .,, Q ~ z Q r., CONST. 6" CURB AND GUTTER TfPE "D" PER CITY OF IRVINE STD. PLAN NO. 200. CONST. " A.C. OVER " A.B. PER TABLE HEREON. CONST. 6" CURB TYPE "B-1" PER CITY OF IRVINE STD. PLAN NO. 200. 1.:, 12 CONST. CONCRETE PAVER BLOCK PAVEMENT PER ARCHITECT'S PLAN 28692-LC ~ AND DETAIL ON SHEET T-2. @-CONST. MODIFIED 6" P.c:c. CURB AND GUTTER PER DETAIL ON SHEET T-2. 48" MIN M APPROX. 3/4" ~I ~114• GROOVING DETAIL t SIDEWALK IN ACCORDANCE & WITH STD. PLAN NO. 201 AND SLA PLAN 28692-LC-III\ ~--CURB FACE--+l J----GROOVES--+1.1 SIDEWALK ~f---/" 1:12 MAX SLOPE TOP OF RAMP 48" MIN I 2% MAXI '% 11,r,.'/.. --·=--,_;...::==---, ,,-,----~::::::::::--~ c----J'_,_.' NO LIP AT GUTTER SECTION A-A 1. 12 MAX SLOPE PLAN RETAINING CURB IF NECESSARY 2% MAX --------r,----------- 1 ' I I SECTION B-B & (})SIDEWALK ACCESS RAMP ONLY DETAIL ---- ---- 0 0- \'o~:i.. e,x 'o ---- ---- ----- (;\.- .,_<o""~ C,~ 'o ---- 6' ()'o (;\, 6' N.T.S. W=;3.5' 6' If) I I 12" ~1-12" ~I~ I + 1· ' I -m -(.) ' ~I~ (;\, I 'o~ ()'o c;x I \ ,. 'o WARPED SURFACE LOCAL DEPRESSION ST A TION 11+24.65 EAST SIDE OF "A" STREET W=3.5' 5' If) N I 1 2" <D 1 2" tj-~ ! 01 1 I + I • -CD -u ~i~ <;\- 'I,"'°\ e,x \ ,. 'o WARPED SURFACE WARPED SURFACE LOCAL DEPRESSION ST A TION 11+24.65 WEST SIDE OF "A" STREET ---------------------------------- .._, (;\.- \'o~\ C,~ , 'o 'o <;\.- \'I,~), C,~ 1/ 0' PAVEMENT SECTION TABLE* STREET AC AB "A" STREET** 0.40' 0.60' PATTERNED CONCRETE PER DETAIL ON SHEET T-2 PAVEMENT*** "B" STREET 0.40' 0.60' •NOTE: CITY/CCUNTY (EMA/MAT. LAB) STAFF MUST APPROVE PRIOR TO PLACEMENT ,!.;._ *'NOTE: SECTION GREATER THAN STATION 14+50 SHALL INCLUDE MEMBRANE PER SOILS ENGINEER llt:,, •nNOTE: ADD MIRAFI 600 TO "A" STREET PAffiRNED CONCRETE PAVEMENT SECTION FROM STATION 10+65.00 TO 12+47.25 ------------------------------- -----~I ---- -L/)r __ j_ LOT LINE I . 14 LOT LINE .. ., 24' LOT LINE • q_ 61. 5' 1 2 r, 59.5' 30' 7.5' 7 .5' I 28' ----I LEVEL LINE 2% 2% LEVEL LINE ------- 0.78' 2% 0.74' 2.2% ~ ~ @ 5 @ ,, A,, STREET STATION 10+75.00 TO STATION 11+06.77 49' 1 6' q_ 9s• I 9' 49' 9' 1 6' 24' 15' 2% MIN ~-.. 24' LOT LINE 14 & 5 14 /1/1.!?SA V/'='"W .DR. ,, A,, STREET STATION 12+41.26 TO STATION 12+47.25 q_ 99' 40' I 59' 1 6' 1 6' 43' f .. 7' 5' LOT LINE .. LOT LINE .. I I 0.02' ·1 .. . H .. 2% --~ -----I 1[_:: __ LEVEL_LIN_E --I""./- ~ l >, -I I 2~ ~ 2' & -. 1 1 ,, A,, STREET STATION 13+ 32.38 TO STATION 29+17.88 LOT LINE 5' 7' VARIES 45'-48' q_ VARIES 180'-86' ______ 2_4_, ______ 1 ________ 1 _6 _' __ .. -1 1 f-~--' = .. -s. ~· .!:3 • 1 • 6. VAR. 1 VAR. 5' 7> ~~2%==--j 2%-_LE_VE_L L_INE I • VARIES 35'-38' LOT LINE .. 1 ·. 0 5 B-4-rraeseA 0.48' ~ ''B'' STREET 2% 1 STATION 10+65.12 TO STATION 12+01.32 LOT q_ LINE 40' 70' I I .. 30' 24' 16' 1 6' 1 4' LEVEL LINE ~ 1 1 BA -r reA.S€ ,4 ''B'' STREE-1 STATION 13+49.82 TO STATION 14+40.09 LOT LOT LINE q_ LINE sr· 5' 5' .. .. 28. 5' 28.5' 1 0. 5' 18' 18' 10. 5' .. .. 5' 5' 0.02· 0.02· ~12% r-LEVEL LINE LEVEL LIN.L_ 7 o/b- ,-:::>r-=-2% 37. : --%---~T --= . . T~ ' ·~· . ~ "., '' -~~IL ; ·. ' . & 1 & AN~NL)ALi;. PAL.AZZO '' A'' ST EET TEE 1 STATION 8+72.00 TO STATION 11+80.00 NOTE: SIDEWALK SHOWN HEREON IS FOR CONSTRUCTION REFERENCE PURPOSES. SIDEWALK TO BE CONSTRUCTED PER SLA STUDIO LAND INC., 28692-LC. 10/28/97 AS-BUILT -ADD MIRAFI 600 TO "A" STREET SECTION FROM 10+65 TO 12+47.25 NOT TO SCALE 6/2~/97 SIDEWALK TO BE BUILT PER 28692-LC, REVISE COM$T.' NOTES FOR PCC PAYERS DA.TE DRAWN 8Ya I.R. 9/96 3 DATE 2 DESIGNED BY: B.C. 9/96 1 4/10/97 REVISE PAVEMENT SECTION AND TEE X-SECTION. MOVE SIDEWALK BACK TO LOT LIN DATE NO. DATE REVI CHECKED B • V.S. 9/96 PLANS PREPARED BY: ii ~~~l ~~~~~E~~~~~lt~~~~ 5 Wrigley, Irvine, CA 92718 (714)830-6801 i·. • <.,-;i "',,t;!,:1:ab. ll "'>:::i \ilNCENT SCARPATI R.C.E. NO. 33520 DATE CROSS SECTIONS AND DETAILS TRACT No. 15317 BONITA VILLAGE CITY OF IRVINE COMMUNITY DEVELOPMENT DEPARTMENT LOT LINE - ""'' '-'" NO. 33520 XP. 06-30- a CJVI'- PROJECT NO. • 26485-TC SHEET ST-1 ioF 11 1-- v') Lu C: 0 M C') \/) ('") ()) r----o, I er, cu I 0 - L:J ), ~ ~-· I I r-· "' I (/) > µ1 ~ z ~ ~ • 0 ~ I ~ ~ n ,,, n 1> !a 0 CD ~ I I ~ ~ z ~ D r D ~ n n ~ ::: □ ::: :n Jj g lil c'.5 § ~ ~ ;;: -< :j -Z D ~ ~ z -m ~ ~ . e o ~ ~ ~ /:; ;!;I z ,,, n 1> C 2! ~ " I I ~ \; z :,: 0 6 iii n ~ !,l C -., $ 0 ~ ~ z 0 C 7 ~ ~ z C ~ CD m ::0 0 JJ ~ z G) z C 5'. CD m ::0 ~~ • " \J ~ "' ~ ' 0 ::0 ~ z (j) z C $ CD m ::0 0 I z G) I ~ •- 21+00 22+00 LOT 16 -, Of-llN£ --180 \ • • I = - ~ "' I::: "' 'j ,-.. ,-.. 0 + ~ N U, N v ~~ "' m , \ 23+00 ' ( . , \ j ~~---~f 0 __ :v_~•~o\ -&~~ -~ ©'~./ -----, , I \\ / / ,' ~-•,.:;--',---~-------'\_ - - - -t_---. - -I---\\----- - \ \ \ ~ONITA\ CANY(\N R%D • J ~~ -L --,--- -1 I -- IffiL BONITA BUS CANYON ROAD STOP TURNOUT & CURVE DATA CURVE DATA NO R !::,, T L NO R !::,, T 584.00' 13°58'47" 71.60' 142.49' © 25.00' 90·00·00" 25.00' ® 600.00' 13'58'47" 73.56' 146.39' ® 25.00' 85'12'14" 22.99' © 616.00' 09·11'00· 49.47' 98.73' (I) 25.oo· 90'00'00" 25.00' @ 500.00' 25"51 '09" 114.76' 225.61' 100.00· os·53•47• 7.78' 15.53' 50.00' 08'53' 47" 3.89' 7.76' . ·----,. .. _____ , _____ _ . ·-----·'·· --- ---' ~ -••. L 10+00 11+00 --------------194 L 39.27' 37.18' 39.27' -!-- --· --........... -· -----.; --' ·---------+- 12+00 13+00 t=r '-+ --------i( ~I-j ~-.;.._ =f" ~ -- -e -+--- ~-~ --+. _, __ ~-~ . ' •• ~ ........... ' -j -- --, PROFILE SCALES VERT.: 1 "=4' HORIZ.: 1 "=40' 14+00 --i , --' -.: .. -·-·-- '-I--•••• /g\ 10/28/97 AS-BUILT -DELETE AC BERM • • s,;,-_,1( CIY\\.. ,\,'t- or C.o\t..li'()~ NO. 4/10/97 DATE ADD BUS BAY, CURB RETURNS AND TEMPORARY AC BERM, SHOW STREET LIGHT RELOCATION AND GATE REVISE MEDIAN AND SIDEWALK ) ,- -c:= = -'· -- 15+00 SCALE: 1 • =40' CHECKED BY: v.s. - ·••I• :R.ffi mi -~~~- -~ ···----------,.. ------ --~ -- ·-.- ·!. --------- -· •. :-----1-----------• 16+00 PLANS PREPARED BY, = 17+00 DATE 9/96 ~-• CG"' t>.e¾s \ \-I\"' "t1NCENT SCARPA~ R.C.E. NO. 33520 DATE -- _, ------ --e . ----t· --------·---. --··'-·- 18+00 § 19+00 CD 0 ill ' ~ ~~ CONSTRVCTION NOTES-~ CONST. 6" CURB\ND GUTTER TYPE "D" PER CITY OF IRVINE STD. PLAN'-NO. 200 . • CONST. AC OVER AB PER.TABLE ON SHEET ST-1. ·--~ STA. 19+21.18 I B 11• -- ~ "' "' "' +u ~m 20+00 I ecm1/ STREET IMPROVEMENT PLAN FOR Me=fie V$ifi«T 0~ STA 13+50.00 TO STA 20+00.00 CITY OF IRVINE COMMUNITY DEVELOPMENT DEPARTMENT PROJECT NO. 26485-TC SHEET ST-2 _A_ or 11 I I tn I w 1, .. O'.) "' I 0) J,I N I 0 ~ C) 3 Cl C'·l I I, ... 'J) I 'J) > :n z C s: cc 93 □ :0 ~ z G) z C s:: cc m II □ II ~ z G) z C s: cc 93 □ II ~ z G) . -- ' - . . N ci 0 ' . I I I , I I -<--+--+-1--+--+--<-I--+--+--+-+-+--+--+-' I L,!,,39 27' I 1 1 ' i I 0 174 'I-14 %'--tn,-: --t--+---,,-t---t--+--:-+---t--+--ll-;-i --;-+---t--+--l-+---t--+--l-+---t!-+---t--+--1 la; c.i duRB : + .-i 9 ~ i , : 0 ; : I ! 1 a r-') i !~ RETURN • N I ~ ~ 1 1 a t0 : i I I l o::i ·'° ! :W -6i9•47~ -· __ I ~N· ; O ~ 1 1 ; N ~ I 1 : ! 1 i 1 _J_ co i i ~ iri-1 1 l i _ .--~ : ET RN I ! _ ~ -----_ ,_ _ _l --! ] ! ~ ; i ·g tri I I l -~ O t ' I I I ! Ltc39 27 : ;' , I i I c-~ I ',, 1· i---t--t---i--t---t--t---:-+---t--+--l-+---t--t---t-+---t--t---t--t---t--+---1--:---t--+-----l-+---t--+--t-+--+--+--l--!-+--+-----l--t-+--+--l-+-+--+--+-+-+--+--+-.;.....-+--+--+-+-+--+--+-+-+--+-+-1-+--+--+-+---'---+--+----"1-1--1--+---+'-1-i,_-+--'-'-+-+-"~l--+-+--l--l-+-+--l--l-+-+--l--l-+-+--l--l-+-+--l-+-+-+---j--f--+'~h,-.1.--lf-+--t--+--l-+--+--+--l-+--+--+---l'---l--+--+--lf-+--+--+---l-+--t--+--ll--l I i i I ! i i I ! ! ! ! • '1· \ ""'t-T, ~-= 1--+--+--1-t---t--+--l-+---t--+--l-t---t--+---l-t-+--+---l-+-+--+---l-+' --+-+--+--+--+-t-+--+-l-l---1--l--1--L-+--+-1----L---l--+--+-l --if-+---t--+-f-i-1 --ll-+--t--+---1-+-+--+--+--lf-+--+---c-1 --l-+--+--+--l-+--+--+--ll--+--+--;-' --l-+-'-+----,-' --l-+--+--"--lf-+---t,-+--+--+--l'--f--+--+--l-+1-4-+--+--+---l-+--+--,l__ '-+--+--ll--l--l-0/<->1",,._+-t-'1-fi•-,.i•("--+--t-i----l-+-+-i---+-+-+-i----l-+-+-i---+-+-l--i----1--1 : i i : i I j I ! : i i I i I : i I"' I' 1'7"-+-t-+-t--+-t---+-+-11--t--t-+--t-t-+-+-+-t--+-+-+-+---'1--t--+-+-+--+-+-+-+-1--+--+-1!~i -+-+-'--+--+-+--,--jh-+---1---+-+-+--+--:'--+---1--+--+-' -+-+-'---I: PROFILE SCALES I I ! l , i i i VERT.: 1 "=4' ' 1 i ! ! I I I HORIZ.: 1"=40' -+[---1---L .. ____ ) _____ ---___ L ! . ; __ , ___ : ___ -----------+-+--+----''-+! --+-+-+---'-I --1'-+--1--+i -+-+-+--+I--+-+--!---'--+-+-+--+-' -+-+--1--+-i --1-+--l--+--+-1---l---1---+-1---1---1----1-1---1---l---l-'---1-+-l-1---I---I l l I I ; ! ! I ; ! I 1' ,I 1' 1---+'--+ -----~ --•--1-+-+--r--'-+-+-~--+-+-+--+--+-+-~-+-·+--t---+-+--+--+--+-+-I --'-+-+--+-+-+-+--+' --+-+-+--+--1-+-+--+-+-+-+-....;..-+-+--l--+-+-+-..J-.-+-+-+--l---+--+-'---1---i----l-+--I---I I : I i 1 1 ! f i ! 1 I 1 i I i i 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 ·, \ \ \ \ \ \ \ \ \ \ \ '" ( ' I ~,+-NOTE: SIDEWALK SHOWN ON NORTH SIDE OF TEE f:..5 WILL BE CONSTRUCTED PER LOT 19 PARK PLAN ~ ft_l BY KEITH COMPANIES, 30360-CCG. LOT 19 -----------------------------. ------------ DE·MOLITION NOTES PROJECT NO. QJ REMOVE EXISTING 5' HIGH CHAIN LINK FENCE. f-- U) lLl E 0. I I N I' II) "1 tj- 0 ~ r 0 5 z C ~ CD m :IJ D :IJ ~ z 17.1 z C ~ [IJ m :IJ 0 :n ~ z 17.1 z C ~ CD m :n D :n ~ z ,..., ~ -•· ·Ho. -m ' -' = --··/\.···-· ~~ i ---------_,__T__ C()- t • - • ··-····--I ---· ••••••• ··----- I J 11+00 NOTE: MASTER PLAN DOMESTIC WATER AND RECLAIMED WATER ARE APPROXIMATE LOCATION -FlNAL LOCATION TO BE SET BY IRWD MASTER PLAN DRAWINGS CURVE DATA NO R f::. T L 25.00' 9□-18'38" 25.14' 39.41' @ 25,00' 90"18'39" 25.14' 39.41' 7.95' 182"37'12· 347.80' 25.35' @ 5.00' 17T22'48" 218.65' 15.48' (E) 684.00' 11·19'21" 67.80' 135.17' 716.00' 08'42'09" 54.48' 108.75' ® 700.00' 10"00'45" 61.32' 122.33' ® 1800.00' 08°33'38" 134.72' 268.94' @mffl 12+00 0 0 .& 0 0 0 @ --l----- -----• - 13+00 -. .. .. 14+00 ''B'' STREET (PRIVATE) CONSTRUCTION NOTES CONSTRUCT 6" CURB ANO GUTTER 1YPE "□" PER CITY OF IRVINE STD. PLAN NO. 200. CONSTRUCT " A.C. OVER " A.B. PER TABLE ON SHEET ST-1. CONSTRUCT CURB RETURN PER CITY OF IRVINE STD. PLAN NO. 202. CONSTRUCT 6" CURB 1YPE "8-1" PER CllY OF IRVINE STD. PLAN NO. 200. CONSTRUCT SIDEWALK ACCESS RAMP PER DET/<JL ON SHEET ST-1. CONSTRUCT 3" A.G. APRON FOR EROSION CONTROL sl --'-----·-------f 15+00 ~ I-• ..•••• ···-· •.••••• ···--; ••• --·-· -------t-· .. -·--I . -----.. , -------, e -(!)--,. -------.. ··-·---· --+---- -----' - , •••• --•••• ------1--------l •. --,_ •. --···· ----,--------,----I - ---1-·· ., -!--· •• ·-· •• • ------1 ......... _,_ ..... , . ------- __ ,_ --· ...... . i --••. -----,_ ---f-~ = t .ll.,----;-------------------~u--··-----l,;;.-. -,- ---...... -~-'T. -+-··- ·-· ---· ···-·----.;. -; 16+00 / I I I I DEMOLITION NOTES REMOVE EXISTING 5' HIGH CHAIN LINK FENCE SAWCUT AND REMOVE EXISTING AC PAVEMENT. ' SAWCUT AND REMOVE EXISTING PCC CURB AND GUTTER. SAWCUT AND REMOVE EXISTING PCC SIDEWALK. ., <D -0 --s ~- -----•T -------••• • • •••••·• 1--·•• ------I -- ~ ----t ------..... --PROFILE SCALES -0 VERT.: 1 "=4' HORIZ.: 1 "=40' ••••• ··-···· -----1- \ I ! -----.t------· ....... -- 9+oo 1 o+oo 11 +oo 12+00 I !i : 11 \ \ I i i ~-: : : \uJ ./ I I ,-I ' i \;;; I / • / I I : 1d / \a;!_, ,/ :S:S %' ~ , I I I lg \a;! I ..J / lj II °" I I I X lc2 -, ~J5 g / ~~ uJ '" ! ' t ~ : \\ §I ( i '-,_,ij u ~· ~ ~ ~ ~ / l g~ ,I V'> I '1 @J LOT 16 ,1 ~t!! LOT 1/9 Cl. X ;,;:; ;'!; ~ X Wj\; .& \ I LOT 17 CONSTRUCT 3" AC / ; 1 ' ~ I i'j i'j i'j q l;::::;-v---{---I APRON FOR £ROSIO~ < I-/ u, 165.1'6 TO HPdfu . 'o+27.00 CL 16' WIDE REDUCED CURB WITH {:FUTURE CURB BY OTHERS (N.A.P.) CONTROL (10'x46') / :0 ~ , ~ 195.~6 F~A I 3" C RB FAFE AN03' TRAN~ FOR UTILITY ACCESS. If ;: ~-SHa-.. , _ _ ;::_ ..'..''!.,_llNE 1 _ LI r / I , • ..:_ _ _ _ -_.' / CONSTRUCT 3" AC APRON FOR 1 O 160.1 FL FLow' , -·=·· 1 , ,--, .,-, ~ ;·' J ERO~ON_CONTR0~(10'x46~ ___ l%_SWALE DAYLIGHT \ GRADE TO DRAIN - 16363/FL , 1,.. 1 I fa I oo 162.81 TC • I ~ _ -~--·i _ 1 ____ N 71 O~§ E ... -; I-I_ -t 1 __ ,1; _ _ ____ ~i1 -:-__ -':,,; _ 11~2i:e\-1r~-- -..sff£r i 'L :~~ ~_folj~ I ,! IIJ' ("Vi le; -1~t&; ~t ~ 162.31 FL\ -l., ... 7.vw-,_ . -, ... ,, •. ---i'----"i1 -t~r .-, ~~-,.. r.· R'" .... -•• • , ' "· 164.13 TC I t ,' ,.~ ·..,. i •> , '- 75•5•53 FL l.(lTuNr l''-r "-~, :+''I • 1 ' x:~·:::-2~~~~"~'~::::::::-=-=-=:::;:;;;;r· =~ ✓--:ri ·, II z ' )t'\, -' r"'1 1· c--,1 I , J,,· '.l 1~·. r-,.. I~-\ z o STA. 9+59.00 / ,, • / \\ o t, / , "--... 1 I • I I "'~~ I 3 g o II ~ ~ BCR / / 'r--.1 ~•. i I_},-I ~' I ~~:;:;~. 10+41.00 \ g g I '+ ~ ,, I a;:11 -+ 1' I l i ~ :s~ Ef'R t.Q + a::: ~ ' "'6 / I ~II ;1 I I 1 1"-"'a.."'' ';; ;:t, ,;-,/ ~ ~ / :I~ ~ ~ • )1:, 1 1 ~:1 '-,_STA. 10+0~$0 "A",,s!REET TEE $ 8 \ / f.l 11 ;1 111 l:i 6, 1 1 [1 -sTA. 29T6~.aa A sTREEr\ vi §E \,\ / co 11 ..J II I I I I \ Lu ' I! ' I I _,1 I I \ \ / ! I \a! b I~! I :'. I I~ \ ' \ 1 II::J :: :~; I '31 li \ \ \\ 1% SWALE GRADE TO DRAIN // f IIS Ill; .. ,: I ':_ \~i' \ \ \ i I I 1 (.,,1 I I 11 ~ ' \ \ / I : I\ . ~ i I I I I RECLAIMED WATER MtSTER PLAN PER l~WD \ // I : 1: ' I : 1i DOMESTIC WATER MAJrrn PLAN PER IRWO , , 1rfl I I I ,/ \ \ AN~NDA~e. r'ALA%ZO '':A'' •• STREE I TEE (PRIVATE) NOTE: SIDEWALK SHOWN HEREON IS FOR CONSTRUCTION REFERENCE PURPOSES. SIDEWALK TO BE CONSTRUCTED PER SLA STUDIO LAND INC., LANDSCAPE ARCHITECrs PLAN 28692-LC. \ • • .rl'_,,, CIV\\. ~.._.,._ e OF' C,_\. \fO SCALE: 1"=40' PL'NS PREPARED BY _ . STRFET IMPROVEMENT PLAN FOR PROJECT NO. /9\ 10/28/97 AS-BUILT -ADD 16' WIDE UTILITY ACCESS APRON AT TOP OF "A" STREET TEE rTt!:~A /s\ 6;24;97 ~88 ~;~if0'fLi ';f'8~sfJ~csfi~NA~b~s RAMPS, ADD SWALES, REVISE SIDEWALi<, om ii CDC ENGINEERING INC 1",, STl-tttt STA 10+00.00 TO STA 16+45.54 AND 26485-TC 1 _74_1---+------------------~o::RAw~N~BY;..;;;= =1.R=.==l~9/=96~ c· .1 D . c It t, 41.A STRLLI TEE STA 8+72.00 TO STA 11+80.00 r 3 1v1 es1gn onsu an s •-A y:·u-:-u1/ _ 1--i;:~1' -+--:-::--::c±-:-:::-c-::::--c-:---:-:~---=--------,---,----------➔,::;DE;;::SIG;::NE~D_::BY::;,.,;;;;;;:B;;;;.c;;;;. ==+aa;;;:D/;;;;AATETE9;;;6=1 5 Wrigley, Irvine, CA 9Z"/18 (714)830-6801 i;.:.:.=c;.=""•lf"l;:...c:-','.:iii<=i,.1:c l~lll::T:ll.o.Y---O--F---I-R-V--I-N--E------1 SH6EET OF ST1-14 " 4/10/97 MOVE TEE S'LY SIDEWALK, ELIMINATE SWALES DUE, REV PROF. GRADES , / C 4:. -,,,.o,rs:~~ I\-~, NO. DATE k' f-VI ;,i I ( IN ;,i CHECKED BY: v.s. 9/96V1NCENT SCMPA RC.E NO. 33520 DATE COMMUNITY DEVELOPMENT DEPARTMENT I I u, z C :s:: ID m ::IJ D ::IJ ~ z G) z C s: ID S:l D ::IJ ~ z G) z C :s:: ID m ::IJ D ::IJ ~ z - ------------.------------------------------------- --------------------------- - •- J JI y '' ............ .,.,..,.. ·. iaili ta «>-f ~ ····~·············~ •• ~ ·...-· ... : .• <=~ • ., ~- •• ·-· -:J ------i II -----, __ = ·--'!--~·· ::.·-i··-··· ----~ .... ·~ ~ !··· .. ' • . --,.- - ... •••••••••• ··~ ~·~· ....... i ----·-·' ............ . PROFILE SCALES VERT.: 1 • =2' HORIZ.: 1 "=20' p ··-··· ·······•--···-- I'! /, 10+00 I I 10+50 I I\ 1 , 11+00 11+50 _____ _. 12+00 12+50 13+00 _/_,/ ).3+50 --79n / , ~, \ 1~~1i~tfN~3 ✓-:.. ~rG T~~N~TiRgtG MR~FIED -< ~~-./ ~~ --- ----7, --=f->-I __ I - -I-_i~ \, \ --~ TO BOTH SIDES OF PRC) A"'-'\ ~-~ __.J... \_()'\ V I 40' I : LOT MM ' \ \ • STA, ii:27.33 -. 1''"'2,0' STA. 12+11.51 STA. 1;+4-1.32 -A & \~ -~ ~ -✓-/ I' I I -1/ ¾"' ~ set. £-186 PRC 32.94' 1/ PRC 25.00' L ~ -=,::,.. -~-\3+3~-cB 5>,'o'l-°'~---Cl _,-/,/ (184 63 TC) (183.69 TC) 1i" I , \ '-STA. l l +06_77 ------.. \ 1 +92_2B END TRANS. _ ";:°~;;..+§_9-22 \ t.C \6~~0p_NS-\'o 'oi> 1.. "" ~ _v __ ,,,, (184.13 FS)', I (1f3.03 FL) ~ I , -..,. BC LOT 16 , , _-li-:,::,r.::: ---S1~-, L 1:,N\) "' \ '-"'r..,►,.I'(. ,/\ / '°" ~ , EXIST. CATCH BASIN PRC 371R~NS-_ _, --:::;---=--pRC 25~Rf( S ' ;\/>-12+9~-5~ \\ •--:{C \ ,,✓/-::: ./ 4,. STA. 10+65.00 , l'-.. ....._~W POINT ______ LC!_-=-=',___ -------!\ ~~7,\3 fl.-.l~, "-""_,.. •_,,.-"\~'l,~1/ ,:>_, Z I 1' BEGIN PAffiRNED ...__ ...____ --·-=--=---5"7 1C. -=)•~~'~"-~~\ •-" _;,-:,:_ -6 i--, '-...._-----..._ -..._ -=:.-~ ~ ___ 18~ 54 TC , \B ., fl _ ~. _ _., :;A VJ__, \ " 0 0 I ~ •-,\,, /, l! CONC. PAVEMENT -..:::::----~ y ce---~--185.u<! FL 186.32 TC $:,6-~7 -; \ ""'~' \// ~----.1"/~ ,\"" Q)·'< >-<( , A ~ "' / STA. 10+75.00 184.68 TC --~=--, 185.82 FL\ "? --\ _,'.( \ r r ,,,-," ? ~--• , .. V',,1 •. 1 '\'---' 0 I ~ '__,,,_·~' ' BCR 184.18 FL1 J. \ -'-----,, --:_) -"'/ ·111 ~~/---C)O ,c CJ!/ _,1/✓ Z ; ;:_; ~ , ', n-/ \B:i-14 1C r, /"__ -, ,, " \.\.P-s[Wt.R" 71' 121-,_..-, \'o~-",o '.1> ~✓~ <( , 0::: i'.;'j !!54 I/ / ~ '-184.6R " 1_~' , ~ '-_ 1 \~~$ _., \!9 .::;:...-:l. '\C \'o~_:..---• ,;:)~ -I ''-" ,::-....__ . ;"-f', js4,0l FL • riYJ -, ,_ fMN\ . __ , p -._"') // \'o'c-0 ~\-/ 0Q U 1 / •·m \::__/ ':--, ✓ r5, 'c1 ----\1.. -_., I ~ , "-' , .~ ' . . ' 7 <!_4,, / / 5\(12}7'-\ ";..Y::::'.-1 57.10 TC, ~_.,---\-~, \~~;,.---14 /4 STA. 24+89,33 CL BONITA CANYON RD.= I I/ :·\-· RECLAIMED WATER l}MASTER PLAN IMPROVEMENT1JER IRWD ~--g\.29 \ (D 186.80 TC • ,, ---156,60 FSJc'~-. C, 1)1-. :0 / /" I STA. 5+86.49 CL BUFFALO ROAD 2 I \184°' TC /, \184-71 TC 0°' ,o; , /'.,_(ST/<.\\+ g'R-\ j\ 186•30 ~s H ---c ~'].'fc°' \-,..-· ,..,,,,,. ~-,1..:0 ~"/2 ~ I c....-~~ -~184.43 FL/ g 184.21 FL ~ n+s7.86_ @ ill \RP fgs£ 8 \86.771~ \ "'-__ _I_:' ~s \'c\ ~1-.:;-"--1/" s'\~-\!oci "-, ~..,./ / l lMrieJ.S•-~~,·••.~~,fW ;,-:O· ~~§..__ r-------10.9 18s55"Tc <-> -"',-to\ 1a5.47TC 75·L 7s'. 185•9\ fS 1 18e.27,s\ n: --1 1,,,1 _()1 ~,.;.--1 0 ,,,,_...---._ sG~-r~ / == = == .:•:.=.-I ;': I'--------.._ r::c-.. -1_);:).06 FS/ ""-,~ 184.97 FS [o___ \~ -185\4\ , ,1,6.2~ ,C (C) _\ ,,--~ ":'.-_,.-•~1 '14'\ , ~'<'-V"/ _/ t---. L...::::h:.::"--....__ ---.. -l:8'i.72 TC /,,~~ 'I 185.51 TC 185.44 TC ~ ~ \\+9\.32 ,7.SL L, \,s.7~\:?---~ • -//(1..~'o\0 I!-\8/I , , /,\ -• ~.,,---;,.c..,__,;!!-~--:, -/,r_ __ y X I ~~ i::::------'? 185.22 FS <t' Jg/ V 185.01 FS 184.94 FS 68 TC ?i--3 -'-r-2-1-4 \ .26 \ \ s,~-\'-()sS I"".,,.~ ill 20' TRANS FJ M MO!)lflED I B@ • l;J ( w) >''-'-t 18589 TC -... -/ ' -185.61 TC 185 --~B \ S11'-\ • o'? 1/ I o<> C&G :r6 C&G (10' r'\: 'f \ l . ~ ,2.201' ., ,...._____' . ,, 1> ,o C! • gJ "' ~ :g, , 511 FS 184.18 fS ---NOS[ 186-76 TC -. -;; " io·" ~ T OT SIDES ,Gf' PRC) • -,-'-----ct--~1--==~:i N..--;e:5 E ,nl/ 185.39 FS -~1 I ':::_ • .1/ 18. -~ <t RP 18626 FS'O,!_'l,.-\-a, 2 ,,_x<:S, '<--,P' k-C " ' ,, =-"" ---,-. ,. ----,----==-0--0 185 62 TC 00 \ o' R • =-'! \ , ;::;;;~1i"" , V 10 • ' -f.TA 24+99.83 0-;@JNITA CANYON RD.='" 1 STA 10+37.00) t,, . 1 .7 ' • + 185.74 TC· :'.) U1 ~ ~ • l 2 FS 1·] WM ' -'\C _/ -:: ic;,.'<--· '\,~-' • ,- / <1'<-c, I <( i ~ J_ . \ \\ \ /185 72 Tc / i _,. '5 ~"' 185.47 Tc\, 185.34 ,s \\':le,"-, M \'o':J_}'.-•--n.,' e':!0 () ,c • _.,,4,,, J'~I.Yf.,...-/ L-..;) -_l ' ~ii 1 '-'!. I 184.97 FS ::i 185,85 TC \ ":, ,c,' ,... ---'W~ ✓,:/" , -\II\',.\\ I'\.. / 1 , IT 7 - - - - --f"T"TT'·JP SD , -' ~5-22 FS / 185.64 TC 185 46 TC 185.45 TC w F 85 35 ,s \'o':,!o .,_ ,---~--1/ rM ------\'oQ-~() // / -' I i--,._-.. \.. / 1 ·ro 185.14 FS \'ii'\ \ ' c,.\~ ; / u Z ! I t-,:-"--..'\\ n,,,, ;,8556 TC N \185 5 l TC 184,96 FS 184.95 FS /\ 1\+67.86 G \'o/ K'~ / _-:;,,.\"' / 7 / '2 / -9 I j' I'---..'"',{\'· \ 1 \ "CP so I 185:06 FS 185.01 FS 8 14 STA.11 +~ 1.07 ~ ,o.o8'R -1/_, 'r • ~1 ¾o<o>'l-,~ • 1/-'"' _, }-¢t,' "'.-, 0 I I 1--;(' ~\ \ • , \:>~Mlsnc w111t1N1A,TER PLAN IMPROVEMENTS PER 1RwD 8:ZQ_R 1 --..-----i~ • :\~-\1.. (lei"--,,. STK12+ . -v;:;6 _, / q '{),, >(/ I II rro. is i \\_.~--'<;,, 1 r, ~ ~ c ;, s 'J.1 5 -J¥vc" /,. ,.., ~ / LLJ I \'.,__ i,\-.i}11 /, I\' 1 / -~ , 1B5.\'/. 1 ~ ~,,_c ,"-~ • ,, a T s , / ~ / I ~ x\X\'\:.\ ,~,\ '"'-"""""''-----'--" '"'--'-""--'--'-"----' ,,:,. -·-· ···, Hc RAMP_., \84.62 fL/ s\1-ll ~ STA. 12., .2 / ,· ./ , ;10 X I 1----\ " '~ I \ \1 \ ',185.64 TC l84.84 TC I l! ~ 184,72 TC PER ARCH. ~ 7/ 1/ ~ ENIYf'ATTEjl~D / LOT LL / / ./ I !-,_\,,[\ \,. lljlf'-185.14 FL 184.34 FL 184.73 TC 184.22 FL DCTAIL I'.,_ ,_____ I I ~ _..-/ M>NC P,VMT / / b L: / 1\STA 10+75.00 184.73 TC 184.06 FL STA. 11+39.28 ffi _ ; l...--''v / ~ .//'-~/ / ', I @ ,Y 1 \ \ ECR 184.23 FL BC 36.63' R =-~~ STA. 12+16.22 / 5 // / ,. / / /4- y :--\ d)l__§ .68 TC) (189.77 TC) , "-I ', \ --::;.,----PRC 32.24 R ___,./ / #_." // / c,f' / /~.-,7_ V .1 /);:,\v"'<?iE-1'3918 FSJ\ ~ /(187.27 FS) I I y I /./, \ \ ----..... ------ ----STA~ ,f:;g;s---r---_,,,.,./ ~/-<iY "'r,-3/ "'),1 + /~/// ,I?' \ I -•~v / \ \ -LOT LINE I ------~o R / ,;/ " 3/" 1x'l;, / ,,.,,___ 1/ / / \ -i --I , \_ _______ 1 ----BEGIN TRANS. -✓ r:, "'l 'l,", -,,. ""<:, ,-_,../ LOAT QQ ~'l / _, J ' (189.46 TCl p---SD ----STA i25+70,33 OCR -/,.. ~,, 4~/ 0~<:,/ 6'/ {,-sy / '/ I/ ,/ ,/ ,.,::. "-I I'-11 (188.79 FL ,&'SC I (lb8_88 TC LL (gJ 011,x1sTING ~~±========+====------/ / / ~ ~ <--""o/ '§ / ,,-1/ /-~ __, !f1kls I (1~8.21 FL ,1--1;.. ~ ✓-I /LOT II / ///~ _,./ / ,/;x' '.. _/ ///1/".:, / L 18 [>---I, ( )I 3/ EXIST, CATCH BASIN / / 0' / I EXIST. CATCH ✓~ .;_ I STA. 11+24.65 • // "-1/ / / ,,::, I I I I BAflN----H -1° LOT HH I LOW POINT ~ / / / ' / .,./' / / ,/ ~~ . -· .... ··'·····-., - --I--•••••••• -······ ·····-·· •• - !··-·-.............. . &~ _,..._ ' 4 J >--' 5 1 , 6 l >-- . 7 l ;,- ' 8 I , 9 I &1~1 @ CONSTRUCTION NOTES CONSTRUCT 6" CURB AND GUTTER TYPE "D" PER CITY OF IRVINE STD. PLAN NO. 200. CONSTRUCT ' A.G. OVER " AB. PER TABLE ON SHEET ST-1. CONSTRUCT CURB RETURN PER CITY OF IRVINE STD, PLAN NO. 202, CONSTRUCT 6" CURB TYPE "8-1" PER CITY OF IRVINE STD. PLAN NO. 200. CONSTRUCT 8" CURB AND GUffiR TYPE "A-2" PER CITY OF IRVINE STD. PLAN NO, 200. CONSTRUCT SIDEWALK ACCESS RAMP PER DETAIL ON SHEET ST-1. CONSTRUCT PCC LOCAL DEPRESSION PER CITY OF IRVINE STD. PLAN NO. 303. ADJUST SAM.P. SEWER MANHOLE TO GRADE. CONSTRUCT PATTERNED CONCRETE PAVEMENT PER 28692-LC. & CONSTRUCT MODIFIED 6" P.C.C. CURB AND GUTTER PER DETAIL ON SITT. T-2. DEMOLITION NOTES QJ REMOVE EXISTING 5' HIGH CHAIN LINK FENCE. [TI SAWCIJT AND REMOVE EXISTING A.C, PAVEMENT, [TI SAWCUT AND REMOVE EXISTING P,C.C. CURB AND GUfilR. [Ij SAWCIJT AND REMOVE EXISTING P.C.C. SIDEWALK. NOTE: MASTER PLAN DOMESTIC WATER AND RECLAMED WATER ARE APPROXIMATE LOCATION -FINAL LOCATION TO BE SET BY IRWD MASTER PLAN DRAWINGS. NOTE: SIDEWALK SHOWN HEREON IS FOR CONSTRUCTION REFERENCE PURPOSES. SIDEWALK TO BE CONSTRUCTED PER SLA S'IUDIO LAND INC., 28692-LC. i--- (/) IJ.J ''/\;.:...,'' ~V9er.:=;.T=$__,1.ED~EA;:..:.~___,.(P_R_l__,,.V_A_TE_)___,..__, _______ ______;_·---------___,,,;,__-------"-•• ..,;__ ... _-···_, _-_--_, _•_~,.,, 0 _: 1 ~'.-~ 0 •~'~_• ___,Ji CURVE DATA @ 334.39' 09"46'30" 286 •. 5090: 57.05' @ 525.00' 03'38'57" 16.72' 33.44' SCALE: 1"=20' PLANS PREPARED BY: GRADIG ANN JPAVING PLAN FOR PROJECT NO. '}! NO R f::,, T L @ 491.0' 01"24'04" 12.01' ® 100.00' 13°59'56" 12.28' 24,43' /g\ 10/28/97 AS-BUILT -ADD TRANSITION BETWEEN MODIFIED CURB & GUTTER TO STD C & G .AA~ A '~E/!JL S @ 35.00' 90'00'00" 35.00' 54.98' Cl) 511.00' '01·24•04• 6.25' 12.50' ® 100.00' 23°04'54" 20.42' 40.29' /7\ 7 /25/97 ADD SEWER LATERAL TO "A" STREET GUARD SHACK DATE '''="'"L'7&.7k • GUARD PLAZA ' 26485-TC 1-®~s{-~....:9~.o~o· -j....'.1~19~· 4~2'2::c:4"c-+--=----+....'.2=::8.~23'.,-• -jµ,@~J :______i____..'.3~8-~oo~· -+~28":'...'1.::.3•0~4:__" -+-~9-~55~• -~18~.7'...'..1',--~®;{-+-~1 o~o.0~0·_+'2~1·...'..:14~•1.::.3•_~1 a~.7~5'_--1-:::.37.::::.o:_7' -+~6~--t--.,...-,,--+-::-::-=--=:-:-::--::-c:=-=------,-.,..,,----:-::-:,------~DR.o:~wN!.!BY~-=;:;1;;';;.R;;;;. =4==9=/=96=-I -CDC ENGINEERING INC· STA 1 0 + 00. 0 0 TO ST A 13 + 50. 00 5 Civil Design Consultants @ 10.00' 1ao·oo·oo· -31.42' @ 50.00' 30-36'24" 13.68' 26.71' @ 100.00' 15"46'08" 13.85' 27.52' /5\ 6/24/97 REVISE LIMITS OF PATTERNED PAVEMENT, ADD SIDEWALK NOTE DATE ..,_________________________ G-1 :; 5 Wrigley. Irvine. CA 92718 (714)830-6801 SHEET ~ ::~::~: ~::~::~:: ~::~~: ~::::: ~ :~:~~: ~~:~~:~~: ~~:~:: ~~:~~: • ~ :~~:~~: ~~:~::~~~ ~-~:: 5 • ~~~~~~· ~~~ :~~~~:~ :~~~AT~E~::E~s:~~RAND GUARD HOUSE, ADD PATTERNED Pcc PAVEMENT DESIGNED sv B.c. 9 o::E 6 C I TY Q F I RV I N E l OF 11 ± (F') ® V,,· • ..,C '"'(£··"¼-. ll-°')"7 COMMUNITV DEVELOPMENT DEPARTMENT W:~...J..-3::.:0;:6;;;.3.::.9'_.i.::o::.5',:::06::.:'3:::9..:" _L...1;:3:,:·6,;_7'_....1.....:.27:.:.,3:.:3..:' -.L.:~....1.....:.4,:.:75::,:,0:;:0_' ....JL.;0::;;3:.:;"0::;.2'.::,07;_"_.1-.:.;12:::.5:.:8..:' _..1...,:2::,5-:.:.1.::.6'L.! /1..L,. __________________ ,1-...:.:,N:::,O . ....J--!D;:::A:.:.TE;.....1..... ________ L;:J.l-"<'l--..:-\/1!.J..l '--;m[.!..U..I\IS;i_ _________ ....J~cH::;Ec~K;;:ED~BY::,:·=;;;;v;;;;.s;;;;.==l.;;;;;;9;;;;/9;;;5;;;;;,.L.._.:vi:;Nc;:ENT:.;..:.sCAR:.;,:".::;r'_....:.R.:c E:.. ,:;,:"0:;.-,::33,::52:_0 _.,:DA.::;1E:........JL.... __ ~:.:.:.:,:.:.:.::::.:.:,:.,;I~ 1..:;::.:;,,::~~:..:,:,:.:;,::.:.;._,:;~~::.:.,:.:.:.:;~:.:,_ __ _L _____ ...J &'; I I 0 I z G) z C s.: OJ m JJ 0 JJ ~ z G) z C s.: OJ m JJ 14+00 ------ ------ 6• RECLPJMED W~ CURVE DATA © 1575.00' 00"40'55" 9.37' NO R l::. T L ® 1625.00' 00"48'13" 11.40' 100.00' 34"43'31" 31.27' 60.61' G) 50.00' 20"54'27" 9.23' 100.00' 33'21 '30' 29.96' 58.22' Q) 50.00' 22"13'27" 9.82' 40.00' 65'25'20" 25.69' 45.67' ® 50.00' 22"14'33" 9.83' 40.00' 59·45'18' 27.88' 48.70' (D 50.00" 20"55'29" 9.23' E 50.00' 34"28'51" 15.52' 30.09' @ 1582.00' 00"24'52" 5.73' F 50.00' 32°41'48" 14.67' 28.53' ® 1618.00' 00"24'43" 5.82' 14+50 188.96 TC 188.45 FL B 18.74' 22.79' 18.25' 19.39' 19.41' 18.26' 11.45 11.63' .... L.~ 15+00 15+50 8ATT4'~~A 16+00 16+50 PROFILE SCALES VERT.: 1 •=2' HORIZ.: 1 •=20' 17+00 ''B'' STREEI (PRIVATE) 5.00' 166"12'54" 8.00' 193'47'06" 41.36' 66.18' 14.51' 7 27.06' 6 SCALE: 1 • =20' 9.00' 180·00'00· 28.27' 5 6/24/97 WIDEN NORTH END OF "9• STREET TO 36', REVISE PROFILE, ADD SIDEWALK NOTE 9.00' 180·00'00· 28.27' 4 DNAWN BY, LR. 1591.00' 00"25'47" 5.97' 11.93' 3 1609.00' 00-25'47• 6.03' 12.07' 2 DESJGNED BY: B.C. 1600.00' 06"12'53' 86.86' 173.55' J 1 4/10/97 ADD PATTERNED PCC PAVEMENT AND MODIFIED CURB & GUTTER ·~-~ NO. DATE CtECKED BY: v.s. DATE 9/96 DATE 9/96 DATE 9/96 LG Pl.ANS PREPARED BY, CONSTRUCTION NOTES CONSTRUCT 6" CURB AND GUTTER TYPE "o" PER CITY OF IRVINE STD. PlAN NO. 200. CONSTRUCT " A.G. OVER " A.B. PER TABLE ON SHEET ST-1. CONSTRUCT 6" CURB TYPE •B-1" PER CITY OF IRVINE STD. PlAN NO. 200. CONSTRUCT 3" A.C. APRON FOR EROSION CONTROL CONSTRUCT PATTERNED CONCRETE PAVEMENT PER ARCHITECT'S PlAN. & CONSTRUCT MODIFIED 6" P.C.C. CURB AND GUTTER PER DETAIL ON SHT. T-2. NOTE: MASTER PlAN DOMESTC WATER AND RECLAIMED WATER ARE APPROXIMATE LOCATION -FlNAL LOCATION TO BE SET BY IRWD MASTER PlAN DRAWINGS. NOTE: SIDEWALK SHOWN HEREON IS FOR CONSTRUCTION REFERENCE PURPOSES. SIDEWALK TO BE CONSTRUCTED PER SLA STUDIO LAND INC., LANDSCAPE ARCHITECT'S PLAN, 28(,92-LC. iii ~Pv~l ~~~~E~~~~lt~~~ .Bs~v~D PAVING PLAN FOR --1 GUARD PLAZA ST A 14+40.09 TO STA 16+45.54 5 Wrigley, Irvine, CA 92718 (714)830-6801 ~&w~ NO. 33520 e ltt2 DATE CITY OF IRVINE COMMUNITY DEVELOPMENT DEPARTMENT ' • s <_,~ <., .,e y -NO. 33520 XP. 6-30-98 PROJECT NO. 26485-TC SHEET JLoF G-2 11 I- (/) w E Q_ (Y) tn If) D (lj r---er- I If) ('LI I r--- ('LI I l'J I (/l > Pi / VJ I-w w I (/) / (,,1 I-w L,J Cl'. I- C,O / cD O• tn "" 0, / "" (l\ 0, -/ rYl 0 7 / 0 -z a a ~ z " ~ m " ~ ~ C ' '" ~ C ,. ,;; a " z I I ~ = • g ' • " • " ~ I ~ 0 • ~ • ~ ~ !: • $ 0 ' '" > • I . :l ii 0 a 0 • 0 m ,i 0 0 < e z C , < 0 0 ~ , , 0 " ' " ~ ,. " I I 0 " C 0 0 m 0 ~ m n ,. C: ~ 0 n z " ~ s; z :,: 0 r 0 " a "' ~ a ~ 0 z ~ iii I) C: ~ 0 '" z " ~ I,: z :,: a r a n a n ~ 0 ~ 0 z ~ z ,.. n ,. C: ~ 0 n z " ~ I,: z :,: 0 5 n 0 :ii a ~ GJ z C s: CD m JJ 0 :0 ~ z GJ z C s: CD m JJ t\\ C) ~ ~ ~ ~ ~ " '\ 0 JJ ~ z GJ z C s: CD m JJ I {I 0 0 • 0 0 DETAIL 40A WITH NON-REFLECTIVE WHITE MARKERS R-26EB R-26EB + wo-+------------------/ >N=t================#= i ~ · -· -----------· -·--·· I----· -• & II (/) 20 21 /1/ Ww=fcc==============~ Wz-1-----------------__,, (/)_-+----------------~ .J :c u ~ ~ _.,..--12" SOLID WHITE ----DETAIL 30 WITH NON- ---~ REFLECTIVE YELLOW MARKERS -----DETAIL 38C WITH NON- REFLECTIVE WHITE MARKERS /2\/4\ ~-STA. 11 +92.28 R-26EB--" GATE SHOWN FOR REFERENCE ONLY i :>4 l M54 '' • '' .,, /\ (' ; \ ~-R-26EB • I I / 1- 18 C DETAIL "B,, . 18" NO i-------PARKING 24" ENTIRE BLOCK R26EB RED LETTERS ON WHITE BACKGROUND TYPE "D" (3'') T'!PE "c" (2 1/2") 1. 2. 3. 4. 5. 6. .& SIGNING AND STRIPING NOTES: G7 AND STREET NAME SIGNS SHALL BE WHrTE ON BROWN. SIGN POST BLOCKOUT FOR SIGNS IN MEDIAN SHALL CONFORM TO CllY OF IRVINE STD. PLAN NO. 219. NEW SIGN POSTS SHIALL BE REDWOOD POSTS PAINTED "IRVINE BROWN". ALL PAVEMENT MARKINGS AND STRIPING SHALL BE 2-COAT PAINT UNLESS OTHERWISE NOTED. ALL CONFLICTING STRIPING AND MARKING SHALL BE SANDBLASTED UNLESS OTHERWISE NOTED. PAVEMENT DELINEATION DETAILS SHALL BE PER CALTRANS STD. PLANS A20A, B, AND C UNLESS OTHERWISE NOTED. 0 0 • 0 0 NOTE: SIDEWALK SHOWN HEREON IS FOR CONSTRUCTION REFERENCE PURPOSES. SIDEWALK TO BE CONSTRUCTED PER SLA STUDIO LAND INC., 28692-LC. + '---I-~ 3: 0 <( .J - -1---' w ~o Cf) CD .6'~========================~',c=====.===1=-ww '-L---------------------------------\-------,-'---+z w VIEW D~. SI REE I (PRIVATE) I )b V/GW Dli. STREET (PRIVATE) I 7/ I /b R-26EB-, - I 2_q INSTALL R-1 ___ __,,. AND STREET NAME SIGN PER CITY OF IRVINE STD. PLAN NO. 216 AND 216A. R-26EB PLAHS PREPARED BY: SCALE: 1 "=40' _ l I .J (/) :c u ~ ~ ;~-R-26EE w w I- ,___ TYPE Ill BARRICADE WITH W-19 FLANKED BY TWO TYPE N MARKERS PER DETAIL "B" ON TS-2 (TYPICAL 4 EACH) • .J''"-,,-, CIV\L \'r ( OF CA\JfO~ PROJECT NO. DATE 10/28/97 AS-BUILT -OELETE AC BERM, AOD 16' WIDE ACCESS APRON AT "A" STREET TEE ;;II CDC ENGINEERING INC. SIGNING AND STRIPING PLAN FOR M.::SA W.:W ~ "A" SlREE I 26485-TC NO. DRAWN BY: I.R. 9/96 DATE DESIGNED BY: B.C. 9/96 DATE CHECKED BY: vs 9/96 J-...L~~~72/,:.232/_:_97+R::..EV....:IS_:_E::_S_TR-IP_:IN::G::_:A_:T ,;,,A:::.." _:ST.:::.R::::EET:....:._:E::_NT__:RY.::..__:AR~EA:::....:_:::::::::::::::_:.::...:.'.:::.:.:_'..:.'.__~~:.:.'......'..::..--1!=~=;;;;;;;;;;;;;;;;;=;;.J.;;;;;;;;;;;~ II:: Civil Design Con Sultan t 6;24/gi REVISE SIDEWALKS 5 Wrigley, Irvine, CA 92718 (714)830-6601 4/10/97 ADD CURB RETURNS, SHOW GATE LOCATION, REVISE MEDIAN AND SIGN LOCATIONS \l,•, •,C .. ,:;I; <;.dn f'\:•~ l:Z,-C\, VINCENT SCARPATI R t.E NO 33520 DATE BONITA VILLAGE CITY OF IRVINE COMMUNITY DEVELOPMENT DEPARTMENT SHEET TS-1 _Jl_ OF 11 • a a (j) , s ' z " z 0 ~ . . C . 0 a ' -" ~ l! s " ,. IIl .m 0 m ~ II ; D :a ~ ~ \; z :i: D 0 r D II ~ " 0 '" D ~ 0 ~ " :a ~ ~ D " ! • z 0 ' z D (j) C z . < • z • m • " s 0 C a ' ~ rn s • ► " z _m II] I) m C II ~ D ll ► \1\ ' "" ~~ I " \, I I t. " ~ "' I - " I \; z :r D 0 r □ II " " s "' □ ~ 0 ~ " 'il ~ D g " ~ z m s ' z 5 (j) ' C z a C rn z • m • " a ~ ~ C rn s ~ l; z _m II] " m ~ II C ~ □ :a z " I f-I ' V, w c-~ 0 CX) -I c.-, ('') cu CJ ,. . ._ [J\ " I \; tri z :i: • □ 0 ru 5 II -~ ~ 0 0 D ~ " :a 0 ~ m D l:J " ~ z rn "3 ' e 5 r., ~ f-_, Cl (.-1 <[ -V) f- I ' /i I I I I I " II ' I I 1/ I J I I! I I I/ /11/ I 111/1• I II I. lj '•j I 1/ I /ill '!/' 1111/ I II / / I / //, ,; I 1/// /I/JI I I _1 11 I /I!/ Ii i!!' ' I I ' Iii'' I I/ ,1 I i I I I 11 I a 11 11 1 1 11 ,:;J 1 1 1 111 I 'i I I I I I ,; I ~---INSTALL R10 AND TYPE N-1 12" WHITE STOP BAR d//1/ / / ,I// 1lL 0:::1!// (///,I /, INSTALL R1 INSTALL R26EB (NO PARKING ENTIRE BLOCK) TYP. I I ;I / I / 1/ / I ~JI I I ·!II I I I I I I I I ' >-/1 1 / / r / I I a 1;111 , 1 if / 1 1;1 I 1 /1 / I I 1 / I 1 /I 1 l/1' I! l/1 I f/1/ / 1 / 1 1 1 1 ,I ~ I I I 1 1 ,c, 7· 1 I 1 - I I I I 1/ z 65 1 l ' I I 11 I \: I ii l/1 I/ II I I : I I I ii I 11; ! 1 l~rll I · I I I I "STOP" LEGEND TYPE IV (R) ARROW ---------I "cDETAIL 29 ill INSTALL R26EB 14 ~ -, __ I_J_ ,___~--~- 7 6 \ ·, "----- 8AT7'4c-l"IIC'SeA ''B'' STREET ,..,,.,--~ ---.... \------·-· -.. _ ----·-------.. ""-. (& NOTE: SIDEWALK SHOWN HEREO~-~;;;;R CONSTRUC~-,__,\ REFERENCE PURPOSES. SIDEWALK TO BE CONSTRUCTED ) PER SLA STUDIO LAND INC., 28692-LC. / '--1 --'---~----~/'"--- 5 6/24/97 WIDEN NORTH END OF "B" STREIT TO 36', REVISE SIDEWALK 4 3 2 ' 1 4/10/97 REVISE STRIPING, SHOW GATE LOCATION & UMITS OF PATTERNED CONC. PAVEMENT NO. DATE SCALE: DRAWN BY. LR. DESIGNED BY: B.C. CHECKED Bl", v.s. 0 0 1 "=40' DATE 9/96 DATE 9/96 DATE 9/96 I I ' !.\~t-;;,,.,....\ -TYPE Ill BARRICADE WITH W-19 FLANKED BY TWO TYPE N MARKERS PER DETAIL "8" BELOW (2 EA) 1. 10' DETAIL "B" <.,<., "' -NO. 3352 EXP. 06-30 ~~~ ~ "-""' ,, ,, . :;.-. ,&-·"'-~~ '.~-7'._,;1, PLANS PREPARED BY. ii ~Pv~1 ~~~~~E~~~~~lt~~~~ SIGNING AND STRIPING PLAN FOR .iATTezll.St:A 11811 SI RtE I BONITA VILLAGE 5 Wrigley, Irvine, CA 92718 (714)830-6801 ~~..:tt sltt-1 VINCENT S ATIR.C.~ NO 33520 DATE CITY OF IRVINE COMMUNl1Y DEVELOPMENT DEPARTMENT I- (/) LJ ~ ~ d '° -, .... (1J 0 - r--- CT' I -(1J I co ('J I (/) I- I (/) > o::i / (/) r- LJ LJ I (/) / / (.-1 I- LJ LJ De'. I- (/) / PROJECT NO. '° G en 26485-TC -cj" c;; / sj- G SHEET TS-2 c;; ~ / _jQ OF 11 P'.1 □ 7 / □ I I I I ~ ~ " 0 • . a " e C . I I ~ z < m ~ • □ ' I " > D rn " )> C ~ 0 " ~ ~ \; z :c 0 5 ~ " □ ~ " □ ~ m □ D ~ □ < z 0 C z < 0 m . " □ ' ~ " > " z rn " )> I:: ~ 0 " z " ~ \; z :c □ r □ " 8 m □ " 'll □ m □ D ~ m < " 0 ... , z C ~ Ill m IJ 0 IJ ~ z G) z C ~ Ill m IJ 0 JJ ~ z G) z C ~ Ill m IJ 0 IJ ~ z r., (184.63 TC) I (184.13 FS) I STA. 24+89.33 CL BONITA CANYON RD.= I STA. 5+86.49 CL BUFFALO ROAD I ol <(' ol 0:::: ' I =r_~J;!ffl'_t;Q_B_Q!P --; MES.4 V/EW 0~ _0 _ I ~TA. 24+99.83 ~<BONITA CANYON RD.~ :STA. 1 ~O\ STREET " j ----+---' -----------IBRciP ----: /-z I / O' I / >-I / I . ~ 1/ <Cl ~--~ (_) ~ 1,1./ 1N ",, I " ' 18s77!rc) '"" / \ --~ I -._, I \ 189.46 TC) I I I I I \ I I \ I I \ I I ~ I ' 188.79 FL) \j) I - I u I I -- 1 I I I / ! I LJ \ \ \ I I I I \ ' I \ (187.27 FS) I I I I I I SD -1 I I I I I I I (1 3.69 TC)I ( 1 3.03 FL) I I -I --r-1--I : (188.88 TC I (1 1 8.21 FL) 40' 7' 15' 1,gs 0 -------- ~I / ' ~ -----------~----'.21 _/ ~ -~~ -:;:: :=:: ·:=. ""' ~ / ,,, ' - -----------=--- / ........ ' -~ ---~----- .... ........._ ----1,9} .\,))'~----~~ ------• ~ ..... ~ ---~-~------""-' ' --.::::___--' -,-.,:::-___.::::-----=--=-"'-, \ ........_ ..._ -c.;r ~~ -"-'--~ --... -------I ---"-.,, --~~-'"-... LOT NN --~-, --- \ -----~ ---- ', / RECLAIMED WATER STER PLAN IMPROVEMENTS Pp,-'lRWD 184.68 TC (./) C, ' I I I 17 I I 185.72 TC , 185.22 FS ~ ,,(.(~,',-----, {6' I ro N 184 01 FL -.=ol\ ER IR~D -.-;;,rss"i..11..Jl..l..1.'.I'. s£'1lER I' '---15 185.47 TC 184.97 FS STA. 11+59 ------------\--· -• WM IA 185.54 TC , 185.04 FL \ 185 92,·TC\ 185.42 FS \ • ' -Q-___ ... ·:_ \-- ~ oO -- \ 185.46 TC 184.96 FS 2.5' 185.86 TC 185.63 TC ', CLEAR 185.36 FS 185.13 FL 185.12 TC 184 62 FL WATER MASTER PLAN IMPROVEMENTS PER IRWD 184.73 TC 184.06 FL STA. 11+24.65 CL CATCH BASIN ! / I ,• I I , ---- \ \ ', LOT 18 \ \ I, \ I •, \ \ '· \ \ \ ' \ ', \ I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ ' \ \ \ CONSTRUCTION NOTES CONSTRUCT 1" COPPER SERVICE INSTALLATION PER IRWD STANDARD DRAWING NO. W-L RELOCATE z• AIR VACUUM AND AIR RELEASE VALVE PER IRWD STANDARD DRAWING NO. W-10. NOTE: MASTER PLAN DOMESTIC WATER AND RECLAIMED WATER ARE APPROXIMATE LOCATION -FINAL LOCATION TO BE SET BY IRWD MASTER PLAN DRAWINGS NOTE: SIDEWALK SHOWN HEREON IS FOR CONSTRUCTION REFERENCE PURPOSES. SIDEWALK TO BE CONSTRU~TED PER SLA STUDIO LAND INC., LANDSCAPE ARCHITECTS PLAN, ~~ :2.8&'!2.-LC. \ \ \ \ \ \ \ \ LOT HH .,, .,, -, ,::1/'' 1/ /"/ .-, ~ ,,/,/ 1/"' . -~ _,...· f- (.-J cu cu ....1.J T :,I) I I I I I , ~ I D 6 i ! ' z C s:: ID m :IJ ~I ~ z G) z C s: CD m :IJ D :IJ ~ z G) z C s: ID g:J □ :IJ ~ .. \ CONSTRUCTION PLANS FOR THE IMPROVEMENT -BAYSWATER OF GENERAL NOTES: 1. ALL WORK SHALL CONFORM TO THE STANDARD SPECIFICATIONS (STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUC- TlON), CITY OF IRVINE STANDARD DRAWINGS, CITY OF IRVINE STANDARD SPECIFIC,1\TIONS AND THE CURRENT W.A.T.C.H. MANUAL, EACH OF THE MOST RECENT DA TlE. 2. THE CON TRACTOR SHALL TELEPHONE THE CITY OF IRVINE AT LEAST TWO WORKING DAYS (48 HOURS) PRIOR TO STARTING CONSTRUCTION (714/724-6505). 3. ALL UNDERGROUND FACILITIES SHALL BE INSTALLED PRIOR TO SURFACING OF STREETS. THE INSTALLATlON OF ALL UNDERGROUND FACILITIES CROSSING EXISTING ARTERIAL HIGHWAYS REQUIRES BORING OR JACKING, UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 4. ANY EXISTlNG PAVEMENT DISTURBED BY THE CONSTRUCTION OF UNDERGROUND INSTALLATIONS SHALL BE COVERED BY A PERMIT ISSUED BY THE CITY OF IRVINE. 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ARRANGE FOR AND COORDINATE THE RELOCATION OF ANY EXISTlNG UTILITlES DEEMED NECESSARY BY THE PROPOSED IMPROVEMENT 6. WHENEVER IT BECOMES NECESSARY TO TUNNEL UNDER EXISTING IMPROVEMENTS, THE CONTRACTOR SHALL SUPPORT THOSE IMPROVEMENTS 4N A MANNER APPROVED BY THE CITY ENGINEER OR THE CONTlRACTOR SHALL SAWCUT, REMOVE AND REPLACE THOSE IMPROVEMENTS IN ACCORDANCE WITH THE CITY OF IRVINE STANDARD DRAWINGS. 7. IT SHALL BE THE CONTRACTOR'S RESPONSIBLITY TO LOCATE NEW SEWER LATERALS CONSTlRUCTlED AND TO STAMP THE CURB WITH AN "s" ABOVE THE NEW LATERAL. INDIVIDUAL SEWER AND WATER SERVICES SHALL NOT BE LOCA TlED UNDER A DRIVEWAY. 8. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND STAMP THE CURB ON EACH SIDE OF THE STREET WITH THE APPRORIATE LETTER: "E" FOR EDISON, "T" FOR TELEPHONE, ETC., WHEREVER UNDERGROUND FACILITIES CROSS A STREET. 9. PRIOR TO PLACING OF UNDERGROUND UTILITIES, THE LOCA TlON OF ALL UNDERGROUND FACILITlES (ELECTRICAL, TELEPHONE, CABLE TV, GAS, ETC.) SHALL BE ADDED TO IMPROVEMENT PLANS. 70. IT SHALL BE TlHE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF ALL EXISTING UNDERGROUND UTlLITIES (BY POTHOLING OR OTHER MEANS}. CONTRACTORS SHALL NOTIFY UNDERGROUND SERVICE AlERT'W.S.A.) 800/422-4133 AT LEAST 72 HOURS PRIOR TO ANY tXCAVATION TO LOCATE EXISTlNG UTILITIES. 11 ALL CONCRETE WORK AS SHOWN ON PLANS (CURB & GUTTER, STORM DRAIN PIPE, MANHOLES, SIDEWALK, ETC.) SHALL BE EXTRA STRENGTH CONCRETE WITH 7 SACK TYPE II CEMENT OR 6 SACK TYPE V CEMENT, UNLESS DEEMED UNNECESSARY BY SULFATE CONTENT TESTS AS APPROVED BY THE CITY OF IRVINE. FLY ASH ADDITIVES AND/OR SUBSTITUTlES SHALL NOT BE PERMITTED. 12. CONTRACTOR SHALL OBTAIN ANY REQUIRED O.S.H.A PERMITS PRIOR TO ANY EXCAVATIONS. 13. ARROW BOARDS SHALL BE USED ON ANY LANE CLOSURES ON ARTERIAL STREETS. 9: 00 A.M. TO 3: 00 P.M. WORK PERMITTED ON ARTERIALS. 14. SLURRY BACKFILL SHALL BE REQUIRED WHEN TUNNELING UNDER CURB AND GUTTER, SLURRY BACKFILL IS REQUIRED AROUND ALL MANHOLE CONSTRUCTION WITHIN PAVED STREETS. 15. THE FOLLOWING SIGN SHALL BE POSTED AT ALL STREET INTERSECTIONS AND TRACT ENTRANCES. MAINTENANCE OF THIS STREET AND RIGHT-OF-WAY ARE DEVELOPER RESPONSIBILITY. DEVELOPER _________ PHONE ____ _ TRACT No~ 15317 ~ BONITA VILLAGE PLANNING AREA 26A STORM DRAIN NOTES: 1. STATIONS SHOWN THUS (O+DO) ARE STORM DRAINS AND ARE INDEPENDENT OF ALL CENTERLINE STATIONS. 2. ALL WORK SHALL CONFORM TO THE STANDARD SPECIFI- CATIONS FOR PUBLIC WORl<S CONSTRUCTION, CITY OF IRVINE STANDARD SPECIFICATIONS, ALL APPLICABLE GENERAL NOTES AND THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA. 3. ALL TRENCH EXCAVATIONS SHALL CONFORM TO THE STATE OF CALIFORNIA CONSTRUCTiON SAFETY ORDERS. 4. ALL PIPE SHALL BE BEDDED IN ACCORDANCE \\>1TH CITY OF IRVINE STD PLAN NO 318 5. THE CITY OF IRVINE INSP[CTlON DEPARTMENT SHALL BE NOTIFIED AT LEAST TWO WORKING DAYS ( 48 HOURS) PRIOR TO START OF WORK AT 724-6500. A PRECONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO START OF CONSTRUCTION 6. R.C.P. SHALL CONFORM TO APPLICABLE A.S.T.M. STANDARDS 7. ALL FILL MATERIAL SHALL BE COMPACTED TO 90% RELATIVE COMPACTION AS DETlERMINED BY CALIFORNIA TEST METHODS 216 F. 8. ALL MATERIAL TESTlNG FOR THE DRAINAGE FACILITIES SHALL BE PROVIDED BY THE CONTRACTOR OR DEVELOPER IN ACCOR- DANCE WITH THE NUMBER, LOCATION, AND FREQUENCY RE- QUESTlED BY CITY INSPECTOR. 9. CATCH BASINS SHALL BE STENCILED TO MATCH OTHERS IN THE CITY OF IRVINE FOR COMPLIANCE WITH THE NPDES PROGRAM. 10. IT SHALL BE THE CONTlRACTOR'S RESPONSIBILITY TO FIELD VERIFY LOCATION OF ALL POINTS OF CONNECTION AND NOTIFY THE ENGINEER OF ANY DESCREPANCIES AT LEAST 72 HOURS PRIOR TO THE PLACEMENT OF ANY PIPE. NOTE: SEE T -2 FOR WATER NOTES GENERAL NOTES (CONT.): 19. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE STARTING WORK. SHOULD CONDITIONS EXIST WHICH ARE CONTRARY TO THOSE SHOWN ON PLANS, THE ENGINEER SHALL BE NOTIFIED BEFORE PROCEEDING WITH WORK. 20. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ASSURE THAT ALL PIPES WALLS, ETC. ARE ADEQUATELY BRACED DURING CONSTRUCTION. 21. ALL WORK SHALL CONFORM TO THE PLANS AND SPECIFICATIONS IN ALL RESPECTS AND SHALL BE SUBJECT TO APPROVAL GY THE ENGINEER. 22. PURSUANT TO SECTION 8771 OF THE BUSINESS AND PROFESSIONS CODE, EXISTING SURVEY MONUMENTS SHALi. BE NOTED AND DOCUMENTED BEFORE CONSTRUCTION. IF MONUMENTS ARE DISTURBED DURING CONSTRUCTION, l HE CONTRACTOR SHALL PAY A REGISTERED LICENSED LAND SURVEYOR OR ENGINEER TO RESET SUCH MONUMENTS, UNLESS OTHERWISE SPECIFIED OR DESIGNATED. BASIS OF BEARINGS: THE BEARING OF S 01'03'29.35" W ALONG THE LINE BETWEEN GPS NO. 305 AND GPS NO. 49 AS SAID LINE IS SHOWN ON A MAP FILED IN BOOK 129 PAGES 46, 47 & 48 OF RECORDS OF SURVEY IN THE OFFICE OF THE COUNTY RECORDER OF ORANGE COUNTY, CALIFORNIA WAS USED AS THE BASIS OF BEARINGS FOR THESE PLANS. C w " IRVINE SANTA MOULTON PRK'I' "' "' WAR'IER U.S. MARINE CORPS HEUCOPTER AlR STA110N BARRMICA !, ~ ALTON AVf. ru =I 'j' % "' / c,~SON -$< /;j N 00 WA UT A.T. & S.F, VAt.ENCIA AVE IR\IJNE CENlffi ,.'(§1' w AVE ~ ;, \;; ~.......-: eM~R,._NC ELVD DRIVE RD "''If! z ~ z < u El.. TORO HAlllNE: CCRPS AIR STATION RAILROAD LION COUN1RY SAFARI \f\ ~ " CAMPUS~ \\) BRISTOL ST UNlVERSIT'I' OF' CAUFORNIA IRVINE city of • • 1rv1ne O 1/~ 1/2 J/~ I LOCATION MAP PROJECT LOCATION SOUTHHEAST OF MACARTHUR BOULEVARD AND BISON AVENUE IN THE" CIIY OF IRVINE, CALIFORNIA, THOMAS GUIDE PAGE 889 BLOCK 5H .BENCH MARK: 0. 18 MILES NORTHERLY ALONG MACARTHUR BOULEVARD, FROM THE JUNCTION OF FORD ROAD AND MACARTHUR BOULEVARD, ABOUT 36 FEIT EAST OF THE CENTERLINE OF THE BOULEVARD, 41.6 FEIT SOUTH OF A COR- NER FENCE POST AT THE JUNCTION OF 2 WIRE FENCE LINES, 3.5 FEET SOUTH OF A STATE SURVEY MONUMENT MARKER, AT A 2 BY 3 FOOT CATCH BASIN, SET IN THI:: SOUTH END OF THE SOUTHEAST CORNER OF .THE CATCH BASIN. ELEVATION 189.168 M.S.L. ADJUSTED 1977 p/2 ' UNIVERSJTY OF CAL.lfORNIA IRVINE SAN JOAQUIN H\US 1RANsPORTA TlON CORRIDOR ~ PROJECT SITE ~-'J,... (SEE SHEET T -2) " ~1;, ~Cl;, "•i,,.,,_ ,,Cl;, "<)y ""-~ ,,, VICINITY MAP N.T S. FOR INDEX OF SHEETS SEE SHT T -2 FOi, INDEX MAP SEE SHT T -2 FOR CONSTRUCTION NOTES & QUANTITIES SEE SHT T -2 NOTICE TO CONTRACTOR: ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS, AND THOSE SHOWN ON THE RECORDS EXAMINED, ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE CONTRACTOR, BY ACCEPTING THESE PLANS OR PROCEEDING W:TH IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LLI\BILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED ON THE PUBLIC RECORDS EXAMINED, LOCATED AT VARIANCE WITH THOSE REPORTED OR SHOWN ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST or OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS. ' ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE P_LANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFEIY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT or LABOR, AND WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RElATIONS' "CONTRUCTION SAFETY ORDERS". THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS'; AND SUBCONTRACTORS' COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR OR WITH THE STATE OF CALIFORNIA D[PARTMENT or INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETi ORDERS" CONTRACTOR -FURTHER AGREES THAT HE SHALL ASSUME SOLE AND· GOMPLETE RESPONSIBILITY-FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFEIY OF ALL Pf"50NS ; . l AND PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITEIJTO NORMAL • "'--.' ' ' WORKING HOURS, AND THAT THE CONTRACTOR SHALi. DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ~-• \,-✓.- ENGINEER HARMLESS FROM ANY AND ALL LLI\BIUTY, REAL OR ALLEGED, IN CONNECTION WITH THE , PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. ;, THE ESTIMATED QUANTITIES , SHEET ''T-2", ARE ONLY FOR THE PURPOSE OF OBTAINING THE NECESSAJ PERMIT, AND CDC ENGINEERING, INC, DOES NOT GUARANTEE THE ACCURACY OF THE ESTIMATED _ QUANTITIES. THE CONTRACTOR SHALL PERFORM HIS OWN QUANTITY TAKEOFF BEFORE SIJBMITTING A BID. ' _, 7 I , I •. k 11 ' I ~ " 0 < e • e , C " , -·, • J, 1· ' J I < -m m " 0 ' ~ a • " 2 !" n l> r: ~ D " 2 " ~ \; 2 :,: D 6 ~ n ~ D El ;g m □ ; ~ ' 5 ~ z " m • " ~ " ~ > a z .m n l> r: ~ D ~ ~ THE SIGN SHALL HAVE 3• HIGH (MINIMUM) LETTERING AND MUST BE INSTALLED PRIOR TO ANY OCCUPANCY DEVELOPERS SHALL REMOVE SIGNS AT THE TIME OF CITY ACCEPTANCE OF STREET IMPROVEMENTS. FOR ANY PORTION or THE IMPROVEMENTS COVERED BY THESE PLANS. I I 16. STREET CONSTRUCTION AND IMPROVEMENTS SHALL NOT BE OPENED FOR PUBLIC USE UNTIL ACCEPTED BY THE CITY. 17. ALL WORK WITHIN STATE RIGHT OF WAY AND TRAFFIC SIGNAL WORI( SHALL CONFORM TO CURRENT CALTRANS STANDARD SPECIFlCATIONS. 18. ALL MATERIAL AND CONSTRUCTION SHALL CONFORM TO THE MOST CURRENT EDITION OF THE UNIFORM BUILDING CODE AND STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION. DIAL TOLL FREE 1-800-422-4133 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SER'v1CE ALERT OF SOUTHERN CALIFORNIA NOTICE TO CONTRACTOR PURSUANT TO ASSEMBLY BILL 3019, NO EXCAVAflON PERMIT IS VALID UNL[SS THE FOLLOWING IS PERFORMED: 1. UNDERGROUND SERVICE ALERT HAS BEEN CONTACTED AND HAS PROVIDED INQUIRY I.D. HUMB[R'---------- 2. THE UNDERSIGNED AGREES TO CONTACT AND OBTAIN AN INQUIRY I.D. NUMBER FROM UNDERGROUND SERVICE ALERT (1-800-422-4133) AT LEAST TWO WORKING DAYS PRIOR TO COMMENCING EXCAVATION. SIGNED: SOILS REPORT PREPARED EV: Irvine, California 92714 (714) 442-2442 REPORT DATE: AUGIJSI 6, 1996 I I- ./ l'l r LJ..I 'II uJ SOILS ENCINEE>' 1[0 NIYAKE RCE 44864 I I f\ ~ . B Ll j LT . /" Q' l ______________ DATE:______ El<GINEERING:' 0 ' •• -·~1 WRIGHT CEG 1342 /"\tJ ,. [;:, -".• .. ,... ''-------..J..--------------------------------------r--==:::'::=~--1-/ 1-----,.---..------------------------------1'-------r----,----,-------.L.----------,------------,-:::-:::---ll-::::::::::::::::-;:::--------------i--:::-:-:".':'.'.7•,,, ' PROJECT NO. lu, , i, 1 ;;;~VE~~YGINEER IRVINE J5i;c;<ir :;:_:,~TER 01sTR1cT TITLE SHEET ~11 PLANS PREPARED BY: DATE 6 APPROVAL FOR SEWER. '.:;jliER ANO RECLAIMED WATER STREET & STORM DRAIN IMPROVEMENTS FOR.'.BAYSWATElj~· 31115 MG '/ I, 5 r-~ DATE • TRACT No. 15317 -BONITA VILLAGE •• I===;;.::.:;;:;:" =-I 4 ~~~~=='"~=!-":~:_J2ll§~oL;;.c:======::iilDA~ /·ry fi· . T-·1' APPROVED BY: / tc-11~¥✓:i l/2,{_/j_fil ____________________________ _;,... ___ _:__1-_~ SHEET 3 l•l'f-~~ of' ,0,-100,r c " E~11•w r '-· ··· } f- 2 "'co R&vt€~ o c~~-T Fe sueeRwseo sv,( ;.it CITY OF i RVI NE ( 1 IZ.•Z-'1 A:DPliD s ET ~ Tvr<J./ou r REVIEWED)'v, "'\1,• • • f~ (<&fq C0~,1MUNITY DEVELOPMENT DEPARTMENT / NO. DATE a · DRAWN BY: I.R. 8/97 ~ ~Pv~I ~~~~~E~~~~~lt~~~ DATE DESIGNED BY: B.C. 8/97 t/ /-2D-, DATE 5 Wrigley, Irvine, CA B2618-2711 (714)830-6801 v.s. 8/97 / 2-/S_,, ~PA~tr~· 33520 CHECKED BY: g crLq1 RECO).,",.mmro BY: DATE APP. DATE DATE VINCENT SCARPATI 8/97 ..,. .. ~ __ OF __ ~ I ll I / ' . .; _---1....._ __ _:,._ __ _ ' --_ _J._ __ -_, __ ;, f.__ 4 , -::r.: ~"':. _,. -;_... ~" _;L.. . :.:. -, ' 0 ~ ~ z C s: [D m ::0 0 ::0 ~ z G) z C s;: tD m ::0 ~ :.'\. )~ ' "\J □ ::0 ~ z G) z C ~ [D !B □ ::0 ~ z 171 DOMESTIC WATER NOTES: A. THE WATER SYSTEM IS TO BE INSTALLED BY THE DEVELOPER. ALL THE WATER SYSTEM SHALL CONFORM TO THE DISTRICT'S "PROCEDURAL GUIDELINES AND GENERAL DESIGN REQUIREMENTS" AND "CONSTRUCTION MANUAL", AS LAST REVISED. B. THE DISTRICT ENGINEERING OFFICE SHALL BE CALLED FOR INSPECTION FOUR {4) WORKING DAYS BEFORE THE START OF WORK AT (714) 453-5300 OR (714) 453-5615. C. A PRECONSTRUCTION CONFERENCE OF REPRESENTATIVES FROM THE AFFECTED AGENCIES AND THE CONTRACTOR SHALL BE HELD ON THE JOB SITE 48 HOURS PRIOR TO THE START OF WORK. ' D. THE WATER SYSTEM IS TO BE STAKED BY THE DEVELOPERS ENGINEER AT A MINIMUM 50-FOOT STATIONING IF THERE ARE NO EXISTING CURBS. E. ANY WATER SERVICE FOUND TO BE WITHIN A DRIVEWAY OR SIDEWALK SHALL BE REMOVED COMPLETELY AND RE-INSTALLED AT THE PROPER LOCATION AT NO COST TO THE DISTRICT. F. ALL MAIN LINE VALVES SHALL BE MAINTAINED SO AS TO BE ACCESSIBLE DURING TRACT DEVELOPMENT, AND ALL VALVE STEM TOPS HAVING OVER 48-INCHES OF COVER WILL REQUIRE EXTENSION AS PER DRAWING W-8. G. IN RESIDENTIAL STREETS, THE TOP OF THE PIPE, 10-INCHES AND SMALLER, SHALL BE A MINIMUM OF 42-INCHES BELOW THE FINISHED STREET SURFACE AND 48-INCHES BELOW FINISHED STREET SURFACE ON ALL PRIMARY AND SECONDARY STREETS. H. ALL FIRE HYDRANTS SHALL BE SET WITH THE BOTTOM FLANGE 4-INCHES ABOVE THE CONCRETE PAD OR SIDEWALK WITHOUT THE USE OF SPOOLS AND SHALL BE LOCATED A MINIMUM OF 3 FEET FROM THE ECR OR BCR AT AN INTERSECTION. I. ALL WATER MAINS 4-INCHES THROUGH 12-INCHES SHALL BE PVC C-900, CLASS 150, UNLESS OTHERWISE NOTED. J. NO TAPS OR OTHER CONNECTIONS SHALL BE MADE TO EXISTING DISTRICT WATER MAINS PRIOR TO CONDUCTING AN APPROVED PRESSURE TEST ON THE NEW DISTRIBUTION SYSTEM. TAPPING SLEEVES SHALL BE PRESSURE TESTED IN AN APPROVED MANNER IN THE FIELD, IN THE PRESENCE OF THE DISTRICT INSPECTOR, PRIOR TO TAPPING THE MAIN LINE. TAPPING OF THE MAIN LINE SHALL NOT PROCEED UNLESS A DISTRICT INSPECTOR IS PRESENT. K. WHERE THE METER BOXES ARE LOCATED WITH SLOPES, THE ANGLE METER STOPS SHALL BE LOCATED SUCH THAT THE METERS AND BOXES WILL BE PARALLEL AND FLUSH, RESPECTIVELY, WITH THE FINISHED SURFACE. L. NO METER IS TO BE PLACED WITHIN ANY SIDEWALK OR DRIVEWAY AREA. M. CURBS SHALL BE INSCRIBED WITH A "W" INDICATING THE LOCATIONS OF ALL DOMESTIC WATER SERVICES. N. INDIVIDUAL PRESSURE REGULATORS ARE REQUIRED BY THE UNIFORM PLUMBING CODE IF THE AVERAGE STATIC PRESSURE IS 80 PSI OR MORE. 0. CURBS SHALL BE INSCRIBED WITH THE TIE DOWNS FOR ALL VALVE LOCATIONS. P. THE CONTRACTOR SHALL EXPOSE ALL JOIN POINTS TO THE EXISTING WATER SYSTEM FOR VERIFICATION OF LOCATION AND ELEVATION BEFORE CONSTRUCTION. Q. FINAL INSPECTION FOR WATERLINES MUST INCLUDE WATER SAMPLES WHICH WILL BE TESTED FOR CONDUCTIVITY, TURBIDITY AND ODOR. THE TURBIDITY MUST BE LESS THEN 2.5 NTU AND THE ODOR MUST BE LESS THEN 1.0 TON, NOT TO INCLUDE CHLORINE ODOR, TO BE ACCEPTABLE FOR USE. RECLAIMED WATER NOTES: 1. ALL OFF-SITE REClAIMED WATER SYSTEMS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE DOMESTIC POTABLE WATER SYSTEMS. 2. RElAIMED WATER PIPE SHALL BE PURPLE PVC C-900 PIPE, EITHER ClASS 150 OR 200, MARKED AS REQUIRED BY DISTRICT STANDARDS TO IDENTIFY IT AS REClAIMED WATER. DUCTILE IRON PIPE MAY BE USED WITH THE APPROVAL OF THE DISTRICT BUT IT MUST BE MARKED WITH PURPLE MARKING TAP£ 3. ALL 1-INCH ANO 2-INCH COPPER SERVICES SHALL BE WRAPPED CONTINUOUSLY WITH PURPLE MARKING TAPE FROM ENO TO ENO. . R/W 3' 5• PUE ' CONSTRUCTION NOTES & EST/MA TE OF QUANTITIES NO. _DESCRIPTION STREET CONSTRUCT A.C. PAVEMENT OVER A.B. 2 CONSTRUCT 6" CURB AND GUTTER, 1YPE D, PER Cl1Y OF IRVINE STD. PLAN NO. 200 3 CONSTRUCT 4" THICK CONCRETE SIDEWALK PER Cl1Y OF IRVINE STD. PLAN NO. 201 4 CONSTRUCT 6" A.C. BERM PER DETAIL HEREON 5 CONSTRUCT LOCAL DEPRESSION PER CITY OF IRVINE STD. PLAN NO. 303 6 ' INSTALL 2"x6" REDWOOD HEADER ' 7 INSTALL STREET NAME SIGN PER CITY OF IRVINE STD. PLAN NO. 216 AND 216A 8 CONSTRUCT A.C. PAVEMENT JOIN PER DETAIL HEREON STORM DRAIN 10 11 12 INSTALL 18" R.C.P. STORM DRAIN (0-LOAD PER PROFILE) BEDDING AND BACKFILL PER Cl1Y OF IRVINE STD. PLAN NO. 318 CONSTRUCT CATCH BASIN lYPE I PER CllY OF IRVINE STD. PLAN NO. 300 CONSTRUCT JUNCTION STRUCTURE lYPE II PER Cm' OF IRVINE STD. PLAN NO. 307 & 307A DOMESTIC WATER 20 INSTALL 12-INCH DIA. PVC, C900, CLASS 200 BEDDING PER IRWD STD. PLAN. NO. W-11 21 CONSTRUCT THRUST BLOCK PER IRWD STD. PLAN NO. W-12 22 INSTALL END OF LINE BLOW OFF ASEMBLY PER IRWD STD. PLAN NO. W-9 23 REMOVE END PLUG AND JOIN EXISTING RECLAIMED WATER 30 INSTALL 8-INCH DIA. PVC, C900 PURPLE PIPE, CLASS 200 BEDDING PER IRWD STD. PLAN. NO. W-11 31 INSTALL END OF LINE BLOW OFF ASEMBLY PER IRWD STD. PLAN NO. W-9 32 REMOVE END PLUG ANO JOIN EXISTING INDEX OF SHEETS: NO. SHEET TITLE T -1 TITLE SHEET QUANTITY UNIT 5,560 SF 184 LF 532 SF 53 LF 1 EA 100 LF 1 EA 47 LF 79.83 lF 1 EA EA 108.26 LF 2 EA 1 EA 1 EA 108.26 LF 1 EA 1 EA T-2 WATER NOTES, CONSTRUCTION NOTES & QUANTITIES, INDEX OF SHEETS, INDEX MAP AND DETAILS ST -1 STREIT IMPROVEMENTS (PLAN & PROFILE), INTERSECTION DETAIL AND EROSION CONTROL SD-1 $TORM DRAIN LINE "B" (PLAN & PROFILE) W-1 DOMESTIC & RECLAIMED WATER MAINS (PLAN & PROFILE) 55' R/W 25' 25' 5' /\ WARPED SURFACE /\ 2% ~ . 'j;,-..&• _\! Ta"&• 1 ;'o'-rs• \ o,_a ;,-00,9.~;,-<?~Q-1 ?oo;f(. _!.-?.~ ·:r~~I -I ; 1 al-I ; I a"'= ,(D ~ "' u ~ -+ ...J N (.) I I MOISTURE BARRIER (1YP) 6' • I W=3.5•---, 6' lYPICAL SECTION BAYSWATER (PRIVATE) LOCAL DEPRESSION #1 N.T.S. N.T.S. R W 164' 85' 79' . ' ' R/W -5• 2' 18' 67' 61' 18' u: ~ CD "-_PAVEMENT 7 6 5 4 3 2 1 NO. DATE 2% 5• L 0.96' LEVEL z.Z% LINE I ---= ,··. • ~ •• ,"'.., ,_' ·~ > -· MOISTURE BARRIER (1YP) lYPICAL SECTION BISON AVENUE (EXISTING) N.T.S. DRAWN BY: DESIGlEO BY: REVl~lnN~ CHECKED BV· I.R. 8.C. V.S. 2· DATE 8/.97 DATE 8/.97 DATE 8!_97 -·-------------------.-•' - PLANS PREPARED BY: 3 4 5 I f INDEX MAP 1 "=40' STREET PLAN SHEET NO. STORM DRAIN PLAN SHEET NO. DOMESTIC & RECLAIMED WATER PLAN SHEET NO. "o ..,. II • SAW CUT, FULL DEPTH BITUM. PRIME COAT:\ /IBITUM. TACK COAT 12" NEW BITUM. I [EXIST. BITUM. SURFACE COURSE\ MIN. SURFACE COURSE _ , ~. =()~~=-~~O=.=_=o~~~□=o:~~~~-:=(A=_P=:=~=Oj~-=)_i_8i~~Q~--iCJioi9,_'~ .. ,111 : 1 11~ 1 1 j ~ 1 \TI" 'm" 'm' "n NEW S.A.B.C. EX;ST. S.A.8.C. TO 8 1 ~-~,~~TECTED & REMAIN UNDISTURBED TO PREVENT LOSS OF DENSITY & SUPPORT UNDER EXIST. BITUM. PVMT. @ A.C. PAVEME~~-JOIN DETAIL ''A a ,, 5-oLllL.T ' * * .J'?_,,r CIV\\.. ,'t- r OF CJ.l.\'io\l-\\ PROJECT NO. ii.'I ~Pv~l ~~~~~E~~~~lt~~~ WATER NOTES, CONSTRUCTION NOTES AND QUANTITIES, INDEX OF SHEETS, INDEX MAP AND DETAILS 31115 MC 1-------------------------1 SHEET T-2 5 Wrigley. Irvine, CA 92618-2711 (714 )830-6801 ' •0 l'v~NcE¼r 's'ctAMc E:to=\)520 I-~2, DATE CITY OF IRVINE _£_oF~ COMMUNITY DEVELOPMENT DEPARTMENT •··- ,.,~J ,,J C \]_ D :-,·J (~ ("') ;-,'-) m Cf; I ::::, :-1.J I .... (]; ~ r:: ~•.'. I / I '-· L. 0c'. I· rf: I u / v, f . I__! ,_ C' f·-lC / c.(J a, L;') ,,. en -sf' ,:n "' / CC' C / ,:, I • 0 ~ s " a ~ I I ~ !i il n . . 0 a - 0 ~ !! n . " ~ ~-~ I I I rn ~ z < z 0 G) C z < rn z m • rn 0 C ' ~ " ~ ~ z CD !" " m ,. ]] C: m 0 D z " 'C i;; z :i: 0 0 6 :a ~ " ~ C 0 D D C 'C m 0 D ~ z m < z 0 G) C z < rn z m • rn C 0 ' ~ " s:: > rn z !" 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Ii I "e-z1::: 0 g@ r.n .,,.. 7 ,1 / \. -a""" 0 CD <O '-' + ...i N <) 5 BA YSWA TEA (PRIVATE) 1 "=40' CONSTRUCTION NOTES CONSTRUCT " A.C. OVER " A.B. CONSTRUCT 6" CURB AND GUTTER lYPE "D" PER CITY OF IRVINE STD. PLAN NO. 200 CONSTRUCT 4" THICK PCC SIDEWALK PER CITY OF IRVINE STD. PLAN NO. 201 CONSTRUCT 6" A.C. BERM PER DETAIL ON SHEET T-2 CONSTRUCT LOCAL DEPRESSION PER CITY OF IRVINE STD. PLAN NO. 303 INSTALL 2"x6" REDWOOD HEADER INSTALL STREIT NAME SIGN PER CITY OF IRVINE STD. PLAN NO. 216 AND 216A CONSTRUCT A.C. PVEMENT JOIN PER DETAIL ON SHEET T-2 8"RW NOTE: SEE TRAFFIC SIGNAL PLANS COi 30452-TS PER .PIRZADEH AND ASSOCIATES FDR SIGNING, STRIPING AND TRAFFIC SIGNAL IMPROVEMENTS. I ' I I I I H0RIZ.: 1 "=40' BAYSWATER I URB __ , .&,.c=~c===~; J,'lL:ACE SANDBAGS 1 • 47AROUND CATCH BASIN EROSION CONTROL PLAN 1·=40' INTERSECTION DETAIL 1"=20' 40• 30' 20· 10· o· 40' 80' -----GRAPHIC SCALE:: 1"=40' "As -Bt.11LT ,, 7 6 SCALE: 1"=40' PLANS PREPARED BY: STREET IMPROVEMENTS, INTERSECTION DETAIL PROJECT NO. 5 4 AND EROSION CONTROL PLAN FOR BAYSWATER 1,=3;;;;;;11;;;;;;15;;;;;;M;;;;;;C=-1 ST A 1+96.00. TO ST A 3+ 14.25 3 ~-J---1---------------------1-,=DR;:::A:::WN:,:B,:;;Y• =;;;;l;;;;;.R;;;;. =;.J,;;;;;;;;:;;;;;;;a=.jil ~~~I. ~~~~~E~~~~lt~~~ DATE 1------------------------------t ST-1 'S. 2 1 NO. DATE 5 Wrigley, Irvine, CA 92618-2711 (714)830-6801 DESIGNED BY: B.C. 8/97 CHECKED BY· v.s. DATE 8/97 I k •. ' ' ' . st:: S-.w p,d;. • ! -o,. 'I; INCENT SCARPATI R C E NO 33520 OAT[ CITY OF IRVINE COMMUNITY DEVELOPMENT DEPARTMENT SHEET 3 OF t-·· I/; 1..-' £ C. ·~ UC cc L'" F, C: C C, c. Q ~ " ., , .. / f--,. ,,. Cc: ,. LO I u / co ,. L.. L. Cc'. , .. co / ,n (J) ,n . .,. "' / .., m en / 00 0 7- 0 " • , a ~ a a • • . , g . I I ~ " • • a • • a ~ I I 0 ~ ,i 0 ' ( I .' ~ .c. m a C 0 ' ~ s:: " ~ z CD .m n m ,. :n C: ~ 0 CD z " V \;: z :,: D 0 r 0 :n ~ " ~ 0 0 ~ "' V m 0 > ~ ~ z z Ei G) ~ z ~ z ~ 0 C ' ~ s:: " " ~ > CD .m " m ,. :n ~ D CD z " ~ z :r 0 □ 5 :n " n m □ ~ ~ " 0 ~ ~ □ ~ ~ z z □ G) C z < m z m • " C 0 ' ~ s:: " ~ " z CD "' n m ,. :n C: ~ 0 CD z " / ~ z :,: 0 0 r □ :n " " m □ ~ 0 " ~ 0 m > ~ z ~ CURVE DATA NO R l::. T @ 22.50' 45•00'00· 9.32' . I ( 1 +02.00 ) LINE "B" 12 BEGIN PIPE C.L. INTER. ( 1 +00.00 ) LINE "B" 5+94.26 LINE "A-1" PER 25814 CCP L 17.67' Q F:i FPS I GL e,; > z CD -0 ..,: 9 0, 0 INSTA I 79.8 18 RC .J 2 I s· .. 1L 1+00 10 12"ow -- L 00 11 Pi PE CL -1- w a_ z w I') -09 + - '.l., ,._()'- > z -st.. g1 + 2+00 w z ----' g LINE "B" (PRIVATE) ~ 1 •~40' ' I :::> \ ~I ::>-<r: .== . _,,,.,,-=f C'< "' io/'' • ( \ :I 7 6 5 4 3 2 1 NO. DATE PROFILE SCALES I VERT.: 1 "=4' I ----·-·-....... ,.. -~·-·· HORIZ.: 1 "=40' ' @ @ @ PUNS PREPARED BY: SCALE: 1"=40' DESIGJED BY: 8.C. CHECKED BY: v.s. 8/97 CONSTRUCTION NOTES INSTALL 18" RCP (D-LOAD PER PROFILE) PER Cl1Y OF IRVINE STD. PLAN NO. 318 CONSTRUCT CATCH BASIN lYPE I PER Cl1Y OF IRVINE STD. PLAN NO. 300 CONSTRUCT JUNCTION STRUCTURE lYPE II PER CllY OF IRVINE STD. PLAN NO. 307 & 307A 40' .;o• 20' 10· o' 40' BO' ------GRAPHIC SCALE; 1 "=40' ''As-&uiL..T ,, STORM DRAIN IMPROVEMENT PLAN FOR LINE "B" • BAYSWATER \ '!I. s ,.,~ NO. 3352 EXP. 6-30- PROJECT NO. 31115 MC -z □ CiJ C z § • m z n $ , I , 0 C a ' ~ s: • s > ~ " _m [D 0 m ► :IJ C ~ □ D ~ I I 'U i: :c 0 0 r □ :IJ § " n ~ 0 ~ ~ " :ii 0 m 0 ~ " ~ z s ~ z 5 G) . 0 z " • • z • m • " a 0 C a ' s; • s: • > ,; " z _m ID n m > :IJ C ~ □ D z ,, • 'U i; z :c □ 0 r □ :IJ ~ D n m ~ 0 □ a ~ D C " m 0 0 D ~ z • e < z 5 G) , C z § • m z n $ • a a 0 C ' I • s: " > " ,m [D 0 m ► :IJ C ~ □ D ~ I·-v: l..c f: C. r. (''; ,,- (\.1 r: C: I c· I ' C r .. ' lC --,, r:::: ' i=· V, / ,-w l~, Q'. " I-V' i; I z u :c / 0 0 v: r 0 :IJ ,_ ~ n L ~ '" ~ 0 "' C :ii ,--~ 0 er, ll / m 7 ,n c, lO ,+ '" / sl" '" m f"" C -, / C -_, □ L1 L.2 L3 L4 LS L6 L7 LB L9 L10 10 95 INSTALL 5 .00 LF 8" DIP, C 250 94.70 INV T ROUGH PRVSTATI N-SEE PLANVEW 12" PVC --- S=0.0037 _ -- INSTALL 35.00 LF 12"PVC C900, CLASS 200 FS OVER Pl E CL g w Cl. w 0 t- a:: -~ "' > > ... .,, z z f-m --"' -:1", ,_ -~ -e-i + ,_ m N m 105 95 INSTALL 43 95 LF 12"PVC C900, CLASS 200 105 95 12" PVC DOMESTIC WATE MAIN z 0 7J)_ >--< ~ 1+00 \ 12"DW B"RW DATA TABLE BEARING DISTANCE N 05"18'57"E 35.00' S 84"41'03"E 19.00' N 05"18'57"E 15.00' S 84"41'03'E 19.00' N 05"18'57'E 43.95' S 84 • 40'52"E 52.00' S 84 • 40'52"E 11.00' N 05'18'57"E 109.30' S 84 • 40'52"E 12.00' S 84"40'52"E 51.00' \ + 2+00 ~ ~ I~ + IN 37 24 32 3+00 1+00 - .----,---EXIST. 1 O" VCP SEWER - I 97.61 I V. 22 98.15 INV. 31 BAYS1\T ATER 96.03 INV. 22 g ~ . :;; t; ;;: 98.22 BOT 8' R.W. 2SA O !l' 97.22 TOP 12" D.W. "' co oc, +Z "' w 33 98.62INV. @) S=0.0000 t, w -, o,,, 0: ,_ CL r-<t ..----~~ -(/) N,a . N N t-0. ,_ (/) U<'>o z -:~ 50+ -, z "' 8" PVC FS OVER Pl E CL > "' "' <ri m n. ~ > "' z --n. "' 0 m n. ci >N z-;;:; n.: C'!~ gi 0. INSTALL 108.26 LF 8" PURPLE PVC C900, CLASS 200 ECLAIMED WATE MAIN 105 95 PROFILE SCALES VERT.: 1"=4' HORIZ.: 1"=40' 2+00 3+00 FUTURE IRWD EASEMENT PER PRV PLANS (TYP) DOMESTIC WATER NOTES INSTALL 12-INCH DIA. PVC, C900, CLASS 200 BEDDING PER IRWD STD. PLAN NO. W-11 INSTALL 12" TEE WI 12''x 6" ECC. REDUCER, & THRUST BLOCKS PER IRWD STD. PLAN NO W-12 INSTALL TEMPORARY END OF LINE BLOW OFF ASSEMBLY PER IRWD STD. PLAN NO. W-9 REMOVE END PLUG AND JOIN EXISTING INSTALL 8"8.Jt D.I. ELBOW WITH RUST BLOCK PER IRWD STD PLAN W-12 INSTALL 12' PUSH-ON x FLANGED 90' DJ. ELBOW, WI 12"X8{Ec2}FLANGED DI. REDUCER, & THRUST BLOCKS PER IRWD STD PLAN W-12 ~ INSTALL 12' BUTTERFLY VALVE IRWD STD. PLAN W-7 INSTALL 8" GATE VALVE PER IRWD STD. PLAN W-7 FUTURE ELEC. & TELEM. CABINETS & AIRNAC ASSY. (BY OTHERS) •• INV. EL. 94.7 FUTURE PRV STATION (BY OTHERS) INSTALL 1 112•§:c~CTRICAL CONDUIT, LOCATE UNDER SIDEWALK TO PIPE TRENCH, THEN LOCATE UNDER SHADOW OF PIPE PER THE ALIGNMENT SHOWN. PLACE NYLON ROPE THROUGH CONDUIT AND TIE AT BOTH ENDS, FUTURE 4'-6" SIDEWALK (BY OTHERS) CIF 7 6 4 2+36.00 ST STA 2+51.00 ST STA L---------(2,4 0 FUTURE TURF BLOCK BETWEEN SIDEWALK AND PRV (BY OTHERS) PRV TURNOUT DETAIL SCALE:1'=10'-0" PLANS PREPARED BY; SCALE: 1 "=40' PER IRWD CONSTRUCTION MANUAL SECTION 16650. CONCRETE ENCASE 12' D.W. MAIN PER IRWD STD. PLAN S-10 TYPE A (21 LF CENTERED UNDER PIPE) INSTALL 8-INCH DIA. PVC C900 CLASS 200 BEDDING PER IRWD STD.PLAN NO. W-11 RECLAIMED WATER NOTES @ INSTALL 8-INCH DIA. PVC, C900 PURPLE PIPE, CLASS 200 BEDDING PER IRWD STD. PLAN NO. W-11 @ INSTALL TEMPORARY END OF LINE BLOW OFF ASSEMBLY PER IRWD STD. PLAN NO. W-9 ® REMOVE END PLUG AND JOIN EXISTING @ INSTALL 8" TEE WI 8"x4" REDUCER & THRUST BLOCKS PER IRWD STD. PLAN W-12 @ INSTALL 4-INCH GATE VALVE PER IRWD STD. PLAN NO. W-7 ® INSTALLS-INCH GATE VALVE PER IRWD STD. PLAN NO. W-7 @ INSTALL 4-INCH DIA. PVC, C900 PURPLE PIPE, CLASS 200 BEDDING PER IRWD STD. PLAN NO. W-11 ® INSTALL 2-6" PVC SLEEVES TO 3' BEYOND PROP. AND FUTURE SIDEWALKS (24" MIN. COVER) 40• 30• 20· 10· o· 40· 80" ------GRAPHIC SCALE: 1"=40' 5 4 3 1-19-99 £ l-_:_-1---+--;:-...::CO::.N::.DU::.IT.:..:,&::.R::..:EV.:..:.E::..:LB::.OW::.TYP:..:.:..-=E ____________ --,-,,-.----,--..j..:::=::;,;.;;==;;;;;;;=,l..;;;;;;1;;;;:;;;:=lfil ~~v~I ~l~~~E~~~~9lt~~~~ NEW SHEET 5-SUBSTITUTED 8" PVC FOR DI, CORRECTED TYPE & LOCATION OF DATE 1-----------------------------~ DRAWN BY. M.P. V WATER PLAN FOR BAYSWATER STA 1+96.00 TO STA 3+10.30 2 12-15-98 £ 1 12-2-98 ill NO. DATE 5 \Vrigfcy, Irvine. CA 92610-2711 {71l)830-6801 DELETED AIRNAC, CHANGED REDUCER TO ECC. TYPE 12198 t \ \ NEW SHEET 5 -ADDED TURNOUT TO PRV AND TEES DOWN "A" STREET DATE \ _j ,:j -~ • ~\ NBL MOR1fisoN R.C E. NO. 28545 DATE DESIGNED BY S.D. CHECKED BY: N.M. 12198 CITY OF IRVINE COMMUNITY DEVELOPMENT DEPARTMENT PROJECT NO. 31115MC SHEET 5 < ,_, ~ z Q Ci) C z < • z m • C 8 0 ~ s:: ~ z Ill m " m ,, JJ C ~ □ '" ~ ~ ~ z r □ 0 r □ JJ • B 0 m ~ □ ~ • '" □ ~ m □ " • ~ z ~ g z Q Ci) . C z < " • z • m D e □ C , ' ~ 0 s:: a ~ z Ill m " m ,, JJ C ~ 0 '" z " V\ 0 ~ ~ • I i~ I ~ ' ~ '\ ~ ~ z r □ 0 r □ JJ ~ • " m □ ~ 0 ~ • 'll 0 m □ 0 • ~ D z g < z □ Ci) , C z • < D z 0 m a D C ;;,, □ " ~ • ~ s:: • z Ill m " m ,, JJ C ~ 0 l1 " I I ~ ~ z r □ 0 r □ :IJ D " ~ m □ ~ ~ '" ;, □ ~ g ~ □ m ~ ? \ -" ..... , .... -' general notes: CONSTRUCTION PLANS FOR THE IMPROVEMENT LINE "B" 10-INCH V.C.P. SEWER OF 1. 2 3 4 5 ALL WORK CONFORM TO THE STANDARD SPECIFICATIONS (STANDARD SPECIFICAllONS FOR PUBLIC WORKS CONSTRUC- TION). CITY OF IRVINE STANDARD DRAWINGS, CITY OF IRVINE STANDARD SPECIFICATIONS AND THE CURRENT WAT C.H MANUAL. EACH OF THE MOST RECENT DATE. THE CONTRACTOR SHALL TELEPHONE THE CITY OF IRVINE AT LEAST TWO WORKING DAYS ( 48 HOURS) PRIOR TO STARTING CONSTRUCTION (714/724-6505). ALL UNDERGROUND FACILITIES SHALL BE INSTALLED PRIOR TO SURFACING OF STREETS. THE INSTALLATION OF ALL UNDERGROUND FACILITIES CROSSING EXISTING ARTERIAL HIGHWAYS REQUIRES BORING OR JACKING, UNLESS OTHER¼1SE APPROVED BY THE CITY ENGINEER ANY EXISTING PAVEMENT DISTURBED BY THE CONSTRUCTION OF UNDERGROUND INSTALLATIONS SHALL BE COVERED BY A PERMIT ISSUED BY THE CITY OF IRVINE IT SHALL BE TIHE CONTRACTOR'S RESPONSIBILITY TO ARRANGE FOR AND COORDINATE THE RELOCATION OF ANY EXISTING UTILITIES DEEMED NECESSARY BY THE PROPOSED IMPROVEMENT 6. WHENEVER IT BECOMES NECESSARY TO TUNNEL UNDER EXISTING IMPROVEMENTS, THE CONTRACTOR SHALL SUPPORT THOSE IMPROVEMENTS IN A MANNER APPROVED BY THE CITY ENGINEER OR THE CONTRACTOR SHALL SAWCUT, REMOVE AND REPLACE THOSE IMPROVEMENTS IN ACCORDANCE ¼1TH THE CITY OF IRVINE STANDARD DRAWINGS 7. IT SHALL BE THE CONTRACTOR'S RESPONSIBLITY TO LOCATE NEW SEWER LATERALS CONSTRUCTED AND TO STAMP THE CURB WITH AN "s" ABOVE THE NEW LATERAL. INDIVIDUAL SEWER AND WATER SERVICES SHALL NOT BE LOCATED UNDER A DRIVEWAY 8. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO LOCATE STAMP THE CURB ON EACH SIDE OF THE STREET WITH THE APPRORIATE LETTER· "[" FOR EDISON, ''T'' FOR TELEPHONE, AND 9. ETC, WHEREVER UNDERGROUND FACILITIES CROSS A STREET PRIOR TO PL/1.CING OF UNDERGROUND UTILITIES, THE LOCATION OF ALL UNDERGROUND FACILITIES (ELECTRICAL, TELEPHONE, CABLE TV, GAS, ETC.) SHALL BE ADDED TO IMPROVEMENT PLANS. 10. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES (BY POTHOLING OR OTHER MEANS) CONTRACTORS SHALL NOTIFY UNDERGROUND SERVICE ALERT (US.A.) 800/422-4133 AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION TO LOCATE EXISTING UTILITIES 11. ALL CONCRETE WORK AS SHOWN ON PLANS (CURB & GUTTER, STORM DRAIN PIPE, MANHOLES, SIDEWALK, ETC.) SHALL BE EXTRA STRENGTH CONCRETE WITH 7 SACK TYPE II CEMENT OR 6 SACK TYPE V CEMENT, UNLESS DEEMED UNNECESSARY BY SULFATE CONTENT TESTS AS APPROVED BY THE CITY OF IRVINE, FLY ASH ADDITIVES AND/OR SUBSTITUTES SHALL NOT BE PERMITTED 12. CONTRACTOR SHALL OBTAIN ANY REQUIRED O S.H.A PERMITS PRIOR TO ANY EXCAVATIONS 13. ARROW BOARDS SHALL BE USED ON ANY LANE CLOSURES ON ARTERIAL STREETS. 9· 00 AM. TO 3· 00 PM WORK PERMITTED ON ARTERIALS 14. SLURRY BACKFILL SHALL BE REQUIRED WHEN TUNNELING UNDER CURB AND GUTTER, SLURRY BACKFILL IS REQUIRED AROUND ALL MANHOLE CONSTRUCTION ¼1THIN PAVED STREETS. 15 SURVEY MONUMENTS SHALL BE PRESERVED AND REFERENCED BEFORE CONSTRUCTION AND REPLACED AFTER CONSTRUCTION PURSUANT TO SECTION 8771 OF THE BUSINESS AND PROFESSIONS CODE. NOTICE TO CONTRACTOR: ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS, AND THOSE SHOWN ON THE RECORDS EXAMINED, ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE CONTRACTOR. BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILllY AND TD HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED ON THE PUBLIC RECORDS EXAMINED, LOCATED AT VARIANCE WITH THOSE REPORTED OR SHOWN ON RECORDS EX~MINED THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING. UTILrTIES EXCEPT AS SHOWN ON THESE PLANS THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THES~ PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE US DEPARTMENT OF LABOR, AND WITH THE STATE OF CALIFORNIA DEPAR1'1ENT OF INDUSTRIAL RELATIONS' "CONTRUCTION SAFETY ORDERS" THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS', ANO SUBCONTRACTORS' COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE US DEPARTMENT OF LABOR OR WITH THE STATE DF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS" CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILllY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEl1NIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILllY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILllY ARISING FROM THE SOLE NEGLIGENCE OF. THE OWNER OR THE ENGINEER. \ ESTIMATED QUANTITIES ARE ONLY FOR THE PURPOSE OF OBTAINING THE NECESSARY PERMIT, AND CDC ENGINEERING, INC. DOES NOT GUARANTEE THE ACCURACY OF THE ESTIMATED QUANTITIES. THE CONTRACTOR SHALL PERFORM HIS OWN QUANTITY TAKEOFF BEFORE SUBMITTING A BID FOR ANY PORTION OF THE IMPROVEMENTS COVERED BY THESE PLANS TRACT No. 15317 -BONITA VILLAGE ,..,,.. PLANNING AREA 26A IRVINE: BRYAN SANTA MOULTON ~ < U.S. MARINE CORPS HELICOPTER A!R STAllON ' ii! J ALTON AVE w =I " "i, "' '('-\d-? c""' PAAK ?\.. -- NCRTHyt:)00 Q Q --0· AVE § -~ ' PRKY WARNER BARRANCA µt,..\t\ s"' r-r "' ;:; I souTHWCoo Q TRABUCO "" ~ WALNUT AVE ~ A.T. & S.F. I VALENCIA AVE IRVlNE CENTER ,,,<:JF tj as1 --< ~ ~ ~ Q AVE ., w le ► 0 0 i ~ ~ 0#--\ w5 aMRf,,NCA r ~~'( 8 N,.-1~ lJ 5' ~'-r}J ~" ~ •{'" UNI\/ERSITY OF CALIFORNIA I BLVD RO DRIVE RO "''If! ~ < I z j,! " 0 EL TORO MARINE CORPS AIR STATION RAllROAD LION CWN1RY SAf'ARI BRISTOL ST IR\.1NE 12+ ,l - """' ( """°"' .. , l ~ <;l, ,,,~ <;;, ,... I t '"-.,, - ., BONITA --PROJECT 2:TE city of • • 1rv1ne _p Fl LOCATION MAP PROJECT LOCATION NORTHEAST OF MACARTHUR BOULEVARD AND BONITA CANYON ROAD IN THE CITY OF IRVINE, CALIFORNIA, THOMAS GUIDE PAGE 889 BLOCK SH , ; "~ •• .i_.Y -·F .:· . .-.-.; ....... ,,, ... UNDERGROUND SERVICE ALERT or SOUTHERN CALIFORNIA REYEWED BY CITY OF IRVINE TRAFFIC ENGINEERING \ \ . \ VICINITY MAP N T.S FOR INDEX MAP SEE SHT T -2 FOR CONSTRUCTION NOTES & QUANTITIES SEE SHT T -1 & T-2 I l BENCH MARK: 0 18 MILES NORTHERLY ALONG MACARTHUR BOULEVARD, FROM THE JUNCTION OF FORD ROAD AND MACARTHUR BOULEVARD, ABOUT 36 FEET EAST OF THE CENTERLINE OF THE BOULEVARD, 41.6 FEET SOUTH OF A COR- NER FENCE POST AT THE JUNCTION OF 2 WIRE FENCE LINES, 3.5 FEET SOUTH OF A STATE SURVEY MONUMENT MARKER, AT A 2 BY 3 FOOT CATCH BASIN. SET IN THE SOUTH END OF THE SOUTHEAST CORNER OF THE CATCH BASIN. ELEVATION 189 168 M S.L ADJUSTED 1977 BASIS OF BEARINGS: THE BEARING OF' S 01'03"29.35" W ALONG THE LINE BETWEEN GPS NO. 305 AND GPS NO. 49 AS SAID LINE IS SHOWN ON A MAP FILED IN BOOK 129 PAGES 46, 47 & 48 OF RECORDS OF SURVEY IN THE OFFICE OF THE COUNTY RECORDER OF ORANGE COUNTY, CALIFORNIA WAS USED AS THE BASIS OF BEARINGS FOR THESE PLANS. NOTICE TO CONTRACTOR PURSUANT TO ASSEMBLY BILL 3019, NO EXCAVATION PERMIT IS VALID UNLESS THE FOLLOWING IS PERFORMED: 1 UNDERGROUND SERVICE ALERT HAS BEEN CONTACTED AND HAS PROVIDED INQUIRY I.D. NUMBER'---------- 2 THE UNDERSIGNED AGREES TO CONTACT AND OBTAIN AN INQUIRY I D. NUMBER FROM UNDERGROUND SERVICE ALERT (1-800-422-4133) AT LEAST TWO WORKING DAYS PRIOR TO COMMENCING EXCAVATION SIGNED DATE. _____ _ -·. 0 DATE 7 PLANS PREPARED av, APPROVED BY IRVINE RANCH WATER DISTRICT TITLE SHEET PROJECT NO. , CITY ENGINEER 6 APPROVAL FOR SEWER .. DflAWN BY: SD B/97 --~--t---+-------------------------------+---+----I_ Jill.~Pv~l ~~~~E~~~~lt~~r~ ~~~=~====~~=1-A::PPR::D=VED=BY========:Jilui,cWAPPnOVEO BY, ~~ 1---2---1---+-----------------~-----------------.. +-----+--_.;---,~,~-~:· 5 Wrigley, lrnne, CA 92718 (714)830;6801 ORANGE COUNTY FIRE MARSHAL d t-/-,11..-\-+-"3-./l-1{''9-e.-+-LD-Wc-E-cR-U_P_S_T-c-R-Ec--A-cl"l-e.N_D_O_f_lO-c"-V_C._P_T" __ z•c--f, 1 ~c-o_l(_R_EC_T_L_IS_T_E_D_L_EN_G_Tfl-c-s--.(_s_H-6_e_T_S0 ),----___ -__ c-. _-F&"P-=,A/lcc-_ .• "J~-.+-'.cc°?/J".'/4-c-~-c-'c--l ¥•1/J••-tS.@4-_..J.; !,-0., NO. DATE REVISIONS .. AP.P-. DATEVINCENT SCARPATIRC.E NO 33520 DATE DATE DESIGNED BY: S.D B/97 DATE CHECKED BY. VS. B/97 RECOMIIEtl>EO BY: DATE VINCENT SCARPAT).''::: B/97 DATE SUPERVISED BY: -~--~~--1---1 REYIEWEO BY, J.wdh,!; &':-?ti~ ~ho/q_ 1 - SEWER IMPROVEMENTS FOR LINE "B" TRACT No. 15317 -BONITA VILLAGE CITY OF IRVINE COMMUNITY DEVELOPMENT DEPARTMENT 26485-TC SHEET T-1 '9oF~ (/) C :::o , ;\ 'l ': I I . ~ i g e • • " a C a I I. _; I U' .. 0 " " z 0 C z < 0 m " □ ~ l1 " • " " "' I? C ~ a D z ;;; ,, \; z I a r a " B m 0 " 1l 0 m □ " ~ ~ z 0 C z < • m " ~ , ~ • " z "' " ,. C: ~ a ~ ,. " 0 1\ '4 ~ G) z C s: tI! m JJ 0 JJ ~ z G) z C s:: tI! m JJ ' ~ ~ ~ ' "' 0 JJ ~-z G) z C s: tI! m JJ 0 JJ ~ z t • "' sewer A. THE SEWER SYSTEM IS TO BE INSTALLED BY THE DEVELOPER ALL SEWER WORK SHALL CONFORM TO THE DISTRICT'S "PROCEDURAL GUIDELINE AND GENERAL DESIGN· REQUIREMENTS AND CONSTRUCTION MANUAL" AS LAST REVISED,- B. THE SEWER CONTRACTOR SHALL HAVE A COPY OF THE DISTRICT'S "PROCEDURAL GUIDELINE AND GENERAL DESIGN REQUIREMENTS AND CONSTRUCTION MANUAL" AS LAST REVISED C. THE CONTRACTOR SHALL OBTAIN A CITY OR COUNTY PERMIT FOR WORK DONE ON PUBLIC RIGHT-OF-WAY. D. THE DISTRICT ENGINEERING OFFICE SHALL BE CALLED FOR INSPECTION FOUR (4) WORKING DAYS BEFORE START OF WORK AT (714) 453-5300 OR 453-5615. ---- E. A PRE-CONSTRUCTION CONFERENCE SHALL BE HELD 48 HOURS BEFORE STARTING CONSTRUCTION WORK F. THE CONTRACTOR SHALL EXPOSE ALL JOIN POINTS TO THE EXISTING SEWER SYSTEM FOR VERIFICATION OF LOCATION AND ELEVATION BEFORE CONSTRUCTION. G STATIONS SHOWN AS IO+OO DO! ARE SEWER STATIONS AND ARE INDEPENDENT OF ALL OTHER STATIONS. H. ALL LATERALS ARE TO BE STAKED BY A SURVEYOR BEFORE TRENCHING AND A COMPLETE SET OF CUT SHEETS SUPPLIED TO THE DISTRICT INSPECTOR. I. ALL SEWER MANHOLE LIDS ARE TO HAVE "IRWD" CAST THEREON AS SHOWN IN DRAWING S-4 J. THE DISTRICT WILL INSPECT AND TEST THE SEWER COLLECTION SYSTEM AND LATERAL SEWERS TO THE PROPERTY CLEAN-OUT PRIVATELY OWNED SEWER LATERALS FROM THE PROPERTY LINE CLEAN-OUT WILL BE INSPECTED AND TESTED. BY THE Cl1Y OF IRVINE OR OTHER APPROPRIATE AGENCIES IF OUTSIDE THE CITY OF IRVINE. K. INFILTRATION AND AIR TESTING OF SEWER LINES SHALL BE IN ACCORDANCE WITH THE DISTRICT'S "PROCEDURAL GUIDELINES AND GENERAL DESIGN REQUIREMENTS AND CONSTRUCTION MANUAL". L. ALL SEWER LINES SHALL BE BALLED IN THE PRESENCE OF THE DISTRICT INSPECTOR BEFORE COMPLETION OF ALL LEAKAGE TESTS. M. PIPELINE LEAKAGE TESTS SHALL BE MADE IN THE PRESENCE OF THE DISTRICT INSPECTOR, ONLY AFTER BACKFILL HAS BEEN COMPLETED, COMPACTION TESTS ON BACKFILL HAVE BEEN MADE. AND THE BACKFILL HAS BEEN ACCEPTED BY THE DISTRICT INSPECTOR. N. ALL SEWER MAIN LINES 6-INCHES AND LARGER ARE TO BE INSPECTED BY THE DISTRICT USING A CLOSED CIRCUIT TELEVISION SYSTEM. A VIDEO TAPE RECORDING WILL BE MADE OF THE INSPECTION. 0. THE CONTRACTOR IS TO PROVIDE THE DISTRICT WITH AN AS-BUILT SET OF JOB PRINTS WITH TIE-DOWN MEASUREMENTS FOR ALL LATERALS AND MANHOLES. P. BEFORE FINAL ACCEPTANCE, THE DEVELOPER'S ENGINEER SIGNING THE PLANS SHALL FURNISH THE DISTRICT WITH A SET OF AS-BUILT MYLARS OF THE SEWER PLAN. 0. CURBS SHALL BE INSCRIBED WITH AN "S" INDICATING LOCATIONS OF ALL SEWER LATERALS R. CURBS SHALL BE INSCRIBED WITH TIES FOR ALL MANHOLE LOCATIONS. S. TRENCH BACKFILL, ON ALL SEWER AND WATER TO BE DEDICATED TO THE DISTRICT, SHALL BE COMPACTED TO 90% RELATIVE DENSl1Y AS DETERMINED BY THE FIVE-LAYER TEST METHOD (CALIFORNIA 216G) TESTS WILL BE REQUIRED EVERY 300-FEET OF TRENCH OR AS DETERMINED BY THE DISTRICT INSPECTOR. THE DEVELOPER SHALL SUBMIT WRITTEN RESULTS OF COMPACTION TESTING TO THE DISTRICT BEFORE ACCEPTANCE. IF IN DEDICATED STREET OR FUTURE STREET. COMPACTION WILL BE AS REQUIRED BY GOVERNMENTAL AGE.NCY HAVING JURISDICTION, BUT NO LESS THAN 90% RELATIVE COMPACTION T DISTRICT WILL INSPECT AND TEST MAIN LINE SEWER ONLY. SEWER LATERALS FROM THE MAIN LINE OR PROPERTY LINE TO BUILDINGS THAT ARE PRIVATE WILL BE INSPECTED AND TESTED BY THE CITY OF IRVINE COMMUNI1Y DEVELOPMENT DEPARTMENT U. THE CONTRACTOR WORKING ON IRWD SEWER MAINS MUST HAVE A C-34 LICENSE OR CLASS A CONTRACTORS LICENSE 7 ~o?ESS/ 6 , ~-Sc 5 ; NO. 3352 4 EXP 6-30-3 2 s;-_,,. C/V\\.. 1 NO. DATE 7 I I 4 J ! I I I I II i I I I // II g- 11 ~ 1/ Q,: // u ;I S I' ..;; I I I I I I I I I I I BISON PLANS l>AEPARED BY: ill ~~~1 ~~£~~E~~~~~lt~~~ 5 Wrigley, ln'1ne, CA 92718 (714)830-6801 ~.S.a-i Q· f:.\l\, APP. DATE VINCENT SCARP P. C E. NO 33520 DATE . ' I ' .. INDEX MAP 1" ~ 100· DATE APPROVED BY INDEX SHEET & NOTES S.D BL9Z CITY ENGINEER DflA'IIHBVa SEWER IMPROVEMENTS FOR LINE "B" DATE PROJECT NO. 26485-TC D£SIGNED BY: S.D 81'97 TRACT No. 15317 -BONITA VILLAGE DATE APPROVED BY VS. SL97 ORANGE COUNTY FIRE MARSHAL CITY OF IRVINE CHECKED BY. RECOMIIEtmED BY: DATE T-2 SHEET "S., OF "'9-. COMMUNITY DEVELOPMENT DEPARTMENT VINCENT SCARPATI 8L9Z 7 /J • ' u f ' ,';,_' - ·-· r;' .-..,-. "~' r /_I' - '.I: er: ' - " :r ,- " ,_ ' ' r -c-: c-: C: ,- .. " u i 8 a • il • • a a a I I :l a !l -C ' " 0 , e,, ,i I I .., ,: z :,; 0 r C, ~ n 0 0 " " 0 .., ~ 0 ~ ~ z i5 C z ~ ~ 0 ~ I > " "' n ,,. C ~ □ ?I ;; .., ,: 2 :,; 0 r C, " n m 0 0 " '!l 0 m 0 " ~ • < z a ii 2 • m " 0 ' ~ ~ > " 2 .m \; C cl " z ;; .., ,: z :,; D 5 " n ~ D " " 0 .., m D " ~ • Gi z C s: CD m :a 0 JJ ~ z (j) z C s: CD m :a 0 JJ ~ z (j) z C s:: CD m :a 0 JJ ~ 7 0 A cc 0+00 CURVE DATA SEWER LENGTH 60" 44' 55" RADIUS' 200.75' 189.34 TANGENT 110.97' w _: m - = ,- - -----II +----_ -_----~-, ---~~----_ ~-------_--~----_-_-__ ------• -= . 1+00 7 6 5 4 3 2 1 NO. 3/11/98 DATE ~ -----:-_ --_:-_ ± ,¢_·_ --------td LOWER 2+00 .; --. =I 3+00 FiJLE SEWER P.RO 10n V.C.P. ,, 40• o SCALE: HOR. ; ,, a· o" - 4+GO JC dU-1. /IJ Co I I I I I - ---+ - / / LENGTH IN AND QUANTITY PROFILE, PLAN VIEW -. z 0- / / I I / QfESS10,,,-1( ' 'II. sc,, -. NO. 33520 g XP. 6-30-9 * 1---- CD 0 0 0 ® 0 0 PLANS PREPARED BY: . NEERING INC. CDC EN~J n Consultants Civil Des1g (714)830-6801 • CA 92718 5 Wrigley, Irvme, C ~ ~\'!,t-, _ _L /ll r! ,(A, -DATE ~c,, ,:::::,; Rc.CNo 33520 VINCENT SCARPATI L ---i=TC E 0+00 - ------!-----_----_--_----------::i=_-_·_~-- Bn P.V.C. SCALE: - ::j - 1+00 'ER PROFILE SEWL " .. 40' 0 HOR. 1 8' O" VE:RT. I" - - t'5 •-- - 2+00 CONSTRUCTION NOTES AND QUANTITIES: H AND INSTALL FURNIS STRENGTH PER 10., VCP EXTRA SEWER MANHOLE TD S-8 IRWD_ S · O" T-LOCK CONSTRUCT 6 • T-LOCK CONSTRUCT 48 SEWER MANHOLE PER IRWD STD. 5-1 THRU S-4 S-1 THRU S-4 PER IRWD STD. • SEWER CONSTRUCT 48 MANHOLE PER IRWD RU S-4 STD. S-1 TH UCT CONCRETE CONSTR PE ANCHORS SLO FURNISH AN SEWER PLUG D INSTALL IRWD STD. S-11 PER AND INSTALL 8" FURNISH IRWD STD. S-8 P.V.C. SEWER PER 457 L.F. ffi 2 EACH 1 EACH 1 EACH 2 EACH 1 EACH 177 LF. - - 20 GRAPHIC SSfLE 1~~1 DRAWN BY: S.D. DESIGNED BY: S.D. CHECKED B • v.s. lllED BY· RECOMME • T SCARPATI ~-:VINCEN DATE 8/97 DATE 8/97 DATE 8/97 DATE 8/97 i ( IN FEET) 40 ft_ 1 inch = IMPR.OVEMENTS LINE "B" SEWER BONITA VILLAGE TRACT No. 15317 T~ ST A. 4+73.00 STA. 0+00.00 VINE CIT V O tME~~ DEPARTMENT COMMUNITY DEVEL T PROJECT NO. 26485-TC SHEET ."Q. OF T ,S-1 ,. .- I i ' I I t:; I l,J ;:: o_ "' r1 _, ---~ I cc, CJ, I ;;; 0 7 0 ~ I I :,: 0 6 JJ ~ z G) z C s: rn 9:l / / ./P ~ JR\'INE p•-•'- ' BLW N AVE / 1 ·---" . BRYAN ( ALTON AYE ■ ■ 1rv1ne 0 1/4 1/~ • \ l l..!I! FS LOCATION MAP PROJECT LOCATION NORTHEAST OF MACARTHUR BOULEVARD AND BONITA CANYON ROAD IN THE CITY OF IRVINE, CALIFORNIA. THOMAS GUIDE PAGE 889 BLOCK 5H reclaimed water 1. ALL OFF-SITE RECLAIMED WATER SYSTEMS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE DOMESTIC POTABLE WATER SYSTEMS. 2. RECLAIMED WATER PIPE SHALL BE PURPLE PVC C-900 PIPE, EITHER CLASS 150 OR 200, MARKED AS REQUIRED BY DISTRICT STANDARDS TO IDENTIFY IT AS RECLAIMED WATER. DIP MAY BE USED WITH THE APPROVAL OF THE DISTRICT BUT IT MUST BE MARKED WITH PURPLE MARKING TAPE. 3. ALL 1-INCH AND 2-INCH COPPER SERVICES SHALL BE WRAPPED CONTINUOUSLY WITH PURPLE MARKING TAPE FROM END TO END. BENCH MARK: 0.18 MILES NORTHERLY ALONG MACARTHUR BOULEVARD, FROM OF FORD ROAD AND MACARTHUR BOULEVARD, ABOUT 36 FEET EAST OF THE CENTERLINE OF THE BOULEVARD, 41 .6 FEET SOUTH OF A COR- NER FENCE POST AT THE JUNCTION OF 2 WIRE FENCE LINES, 3.5 FEET SOUTH OF A STATE SURVEY MONUMENT MARKER, AT A 2 BY 3 FOOT CATCH BASIN, SET IN THE SOUTH END OF THE SOUTHEAST CORNER OF THE CATCH BASIN. ELEVATION 189.168 M.S.L. ADJUSTED 1977 BASIS OF BEARINGS: THE BEARING OF S 01"03'29.35" W ALONG THE LINE BETWEEN GPS NO. 305 AND GPS NO. 49 AS SAID LINE IS SHOWN ON A MAP FILED IN BOOK 129 PAGES 46, 47 & 48 OF RECORDS OF SURVEY IN THE OFFICE OF THE COUNTY RECORDER OF ORANGE COUNTY, CALIFORNIA WAS USED AS THE BASIS OF BEARINGS FOR THESE PLANS. CONSTRUCTION PLANS FOR THE IMPROVEMENT OF <;.; NO. 33520 ::'. P. 6-30-9 BONITA CANYON ROAD -SLEEVING PLAN TRACT No. 15317 -BONITA VILLAGE PLANNING AREA 26A A. B. ··domestic water THE WATER SYSTEM IS TO BE INSTALLED BY THE DEVELOPER. ALL WATER SYSTEM WORK SHALL CONFORM TO THE DISTRICTS "PROCEDURAL GUIDELINES AND GENERAL DESIGN REQUIREMENTS AND CONSTRUCTION MANUAL" AS LAST REVISED. THE DISTRICT ENGINEERING OFFICE SHALL BE CALLED FOR INSPECTION FOUR (4) WORKING DAYS BEFORE START OF WORK AT (714) 453-5300 OR (714) 453-5615. C. D. E. F. G. H. . . A PRE-CONSTRUCTION CONFERENCE OF REPRESENTATIVES FROM AFFECTED AGENCIES AND THE CONTRACTOR SHALL BE HELD ON THE JOB SITE 48-HOURS PRIOR TO START OF WORK. THE WATER SYSTEM IS TO BE STAKED BY THE DEVELOPER'S ENGINEER AT A MINIMUM SO-FOOT STATIONING IF THERE ARE NO EXISTING CURBS. ANY WATER SERVICE FOUND TO BE WITHIN A DRIVEWAY OR SIDEWALK SHALL BE REMOVED COMPLETELY AND RE-INSTALLED AT THE PROPER LOCATION AT NO COST TO THE DISTRICT. ALL MAIN LINE VALVES SHALL BE MAINTAINED SO AS TO BE ACCESSIBLE DURING TRACT DEVELOPMENT, AND ALL VALVE STEM TOPS HAVING OVER 48 -INCHES OF COVER WILL REQUIRE AN EXTENSION AS PER DRAWING W-8. IN RESIDENTIAL STREETS, THE TOP OF THE PIPE, 10-INCHES AND SMALLER, SHALL BE A MINIMUM OF 42-INCHES BELOW THE FINISHED STREET SURFACE AND 48-INCHES BELOW FINISHED STREET SURFACE ON ALL PRIMARY AND SECONDARY STREETS. ALL FIRE HYDRANTS SHALL BE SET WITH THE BOTTOM FLANGE 4-INCHES ABOVE THE CONCRETE PAD OR SIDEWALK WITHOUT THE USE OF SPOOLS AND SHALL BE LOCATED A MINIMUM OF 3 FEET FROM THE ECR OR BCR AT INTERSECTION. I. ALL WATER MAINS 4-INCHES THROUGH 12-INCHES SHALL BE CLASS 150, C-900 PVC, UNLESS OTHERWISE NOTED. J. K. L. M. NO TAPS OR OTHER CONNECTIONS SHALL BE MADE TO EXISTING DISTRICT WATER MAINS PRIOR TO CONDUCTING AN APPROVED PRESSURE TEST ON THE NEW WATER DISTRIBUTION SYSTEM. TAPPING SLEEVES SHALL BE PRESSURE TESTED IN AN APPROVED MANNER IN THE FIELD, IN THE PRESENCE OF THE DISTRICT INSPECTOR, PRIOR TO TAPPING THE MAIN LINE. TAPPING OF THE MAIN LINE SHALL NOT PROCEED UNLESS A DISTRICT INSPECTOR IS PRESENT. WHERE METERS AND METER BOXES ARE LOCATED WITHIN SLOPES, THE ANGLE METER STOPS SHALL BE SO LOCATED THAT THE METERS AND BOXES WILL BE PARALLEL AND FLUSH, RESPECTIVELY, WITH THE FINISHED SURFACE. NO METER IS TO BE PLACED WITHIN ANY SIDEWALK OR DRIVEWAY AREA. CURBS SHALL BE INSCRIBED WITH A ''W" INDICATING LOCATIONS OF ALL DOMESTIC WATER SERVICES. N. INDIVIDUAL PRESSURE REGULATORS ARE BE REQUIRED BY THE UNIFORM PLUMBING CODE IF AVERAGE STATIC PRESSURE IS 80 PSI OR MORE. 0. CURBS SHALL BE INSCRIBED WITH TIE DOWNS FOR ALL VALVE LOCATIONS. P. THE CONTRACTOR SHALL EXPOSE ALL JOIN POINTS TO THE EXISTING RECLAIMED WATER SYSTEM FOR VERIFICATION OF HORIZONTAL AND VERTICAL LOCATION BEFORE CONSTRUCTION. Q. FINAL INSPECTION FOR WATERLINES MUST INCLUDE WATER SAMPLES THAT WILL BE TESTED FOR CONDUCTIVITY, TURBIDITY, AND ODOR. THE TURBIDITY MUST BE LESS THAN 2.5 NTU AND THE ODOR Ml,JST BE LESS THAN 1.0 TON, NOT TO INCLUDE CHLORINE ODOR, TO BE ACCEPTABLE. SOILS REPORT PREPARED BY: NMG GEOTECHNICAL, INC. 17791 Mitchell, Suite D Irvine, California 92714 (714) 442-2442 REPORT DATE· AUGUST 6, 1996 SOILS ENGINEER: TED NIYAKE RCE 44864 ENGINEERJNG GEOLOGIST: 1£RRI WRIGHT CEG 1342 NOTICE TO CONTRACTOR PURSUANT TO ASSEMBLY BILL 3019, NO EXCAVATION PERMIT IS VALID UNLESS THE FOLLOWING IS PERFORMED: 1. UNDERGROUND SERVICE ALERT HAS BEEN CONTACTED AND HAS PROVIDED INQUIRY I.D. NUMBER~-------- REYIEWEDBY general notes: 1. ALL WORI< CONFORM TO THE STANDARD SPECIFICATIONS (STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUC- TION), CITY OF IRVINE STANDARD DRAWINGS, CITY OF IRVINE STANDARD SPECIFICATIONS AND THE CURRENT W.A.T.C.H. MANUAL, EACH OF THE MOST RECENT DA TE. 2. THE CONTRACTOR SHALL TELEPHONE THE CITY OF IRVINE AT LEAST TWO WORKING DAYS (48 HOURS) PRIOR TO STARTING CONSTRUCTION (714/724-6505). 3. ALL UNDERGROUND FACILITIES SHALL BE INSTALLED PRIOR TO SURF ACING OF STREETS. THE INSTALLATION OF ALL UNDERGROUND FACILITIES CROSSING EXISTING ARTERIAL HIGHWAYS REQUIRES BORING OR JACKING, UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 4. ANY EXISTING PAVEMENT DISTURBED BY THE CONSTRUCTION OF UNDERGROUND INSTALLATIONS SHALL BE COVERED BY A PERMIT ISSUED BY THE CITY OF IRVINE. 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ARRANGE FOR AND COORDINATE THE RELOCATION OF ANY EXISTING UTILITIES DEEMED NECESSARY BY THE PROPOSED IMPROVEMENT. 6. WHENEVER IT BECOMES NECESSARY TO TUNNEL UNDER EXISTING IMPROVEMENTS, THE CONTRACTOR SHALL SUPPORT THOSE IMPROVEMENTS IN A MANNER APPROVED BY THE CITY ENGINEER OR THE CONTRACTOR SHALL SAWCUT, REMOVE AND REPLACE THOSE IMPROVEMENTS IN ACCORDANCE WITH THE CITY OF IRVINE STANDARD DRAWINGS. 7. IT SHALL BE THE CONTRACTOR'S RESPONSIBLITY TO LOCATE NEW SEWER LATERALS CONSTRUCTED AND TO STAMP THE CURB WITH AN "S" ABOVE THE NEW LATERAL. INDIVIDUAL SEWER AND WATER SERVICES SHALL NOT BE LOCATED UNDER A DRIVEWAY. 8. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND STAMP THE CURB ON EACH SIDE OF THE STREET WITH THE APPRORIATE LETTER: "E" FOR EDISON, "T" FOR TELEPHONE, ETC., WHEREVER UNDERGROUND FACILITIES CROSS A STREET. 9. PRIOR TO PLACING OF UNDERGROUND UTILITIES, THE LOCATION OF ALL UNDERGROUND FACILITIES (ELECTRICAL, TELEPHONE, CABLE TV, GAS, ETC.) SHALL BE ADDED TO IMPROVEMENT PLANS. 10. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES (BY POTHDLING OR OTHER MEANS). CONTRACTORS SHALL NOTIFY UNDERGROUND SERVICE ALERT (U.S.A.) 800/422-4133 AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION TO LOCATE EXISTING UTILITIES. 11. ALL CONCRETE WORK AS SHOWN ON PLANS (CURB & GUTTER, STORM DRAIN PIPE, MANHOLES, SIDEWALK, ETC.) SHALL BE EXTRA STRENGTH CONCRETE WITH 7 SACK TYPE II CEMENT OR 6 SACK TYPE V CEMENT, UNLESS DEEMED UNNECESSARY BY SULFATE CONTENT TESTS AS APPROVED BY THE CITY OF IRVINE, FLY ASH ADDITIVES AND/OR SUBSTITUTES SHALL NOT BE PERMITTED. 12. CONTRACTOR SHALL OBTAIN ANY REQUIRED O.S.H.A PERMITS PRIOR TO ANY EXCAVATIONS. 13. ARROW BOARDS SHALL BE USED ON ANY LANE CLOSURES ON ARTERIAL STREETS. 9: 00 A.M. TO 3: 00 P.M. WORK PERMITTED ON ARTERIALS. 14. SLURRY BACKFILL SHALL BE REQUIRED WHEN TUNNELING UNDER CURB AND GUTTER, SLURRY BACKFILL IS REQUIRED AROUND ALL MANHOLE CONSTRUCTION WITHIN PAVED STREETS. 15. SURVEY MONUMENTS SHALL BE PRESERVED AND REFERENCED BEFORE CONSTRUCTION AND REPLACED AFTER CONSTRUCTION PURSUANT TO SECTION 8771 OF THE BUSINESS AND PROFESSIONS CODE. 16 JACKING OPERATION SHALL CONFORM TO SECTION 306-2 OF THE STANDARD 1 7 SPECIFICATIONS ( 1994 EDITION) AND REQUIREMENTS. TRENCHING SHALL CONFORM TO SECTION 306-1 OF THE STANDARD SPECIFICATIONS l 8 (1994 EDITION) AND THE CITY OF IRVINE STANDARD PLANS. TRENCH RESURFACING SHALL CONFORM TO SECTION 306-1.S OF THE STANDARD 19 SPECIFICATIONS ( 1994 EDITION) AND THE CITY OF IRVINE STANDARD PLANS. TRAFFIC STRIPING REMOVED BY CONSTRUCTION ACTIVITIES SHALL BE REPLACED BY THE CONTRACTOR TO THE SATISFACTION OF THE CITY ENGINEER. 2. THE UNDERSIGNED AGREES TO CONTACT AND OBTAIN AN INQUIRY I.D. NUMBER FROM UNDERGROUND SERVICE ALERT (1-SD0-422-4133) AT LEAST TWO WORKING DAYS PRIOR TO COMMENCING EXCAVATION. CITY OF IRVINE TRAFFIC ENGINEERING SIGNED: DATE: _____ _ ----·---•·-- ,------------------------------,,-------.'. 1,. UNIVERS11Y Of CALIFORNIA IR',1NE SAN JOAQUIN Hll.LS lRAHSPORTA'TION. CORRIDOR .....__+-PROJECT SITE (SEE SHEET T-2) VICINITY MAP N.T.S. NOTICE TO CONTRACTOR: ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS, AND THOSE SHOWN ON TI7E RECORDS EXAMINED, ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE CONTRACTOR, BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILll'i AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED ON THE PUBLIC RECORDS EXAMINED, LOCATED AT VARIANCE WITH THOSE REPORTED OR SHOWN ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. TI7E EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ANY OTHER LINES OR STRUCTURES NOT SHOWN ON TI7ESE PLANS. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR, AND WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS". THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS', AND SUBCONTRACTORS' COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR OR WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS". CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT TI-1IS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABIUTY ARISING FROM TI7E SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. CONSTRUCTION CONTRACTOR SHALL POTHOLE AND VERIFY ANY UTILITY CROSSINGS 72 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE CIVIL ENGINEER OF ANY DISCREPANCIES DIAL TOLL FREE 1-800--422-4133 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA , \ 7 PUNS PREPARED BY: DATE APPROVED BY IRVINE RANCH WATER DISTRICT TITLE SHEET 6 LR 5/97 CITY ENGINEER PROJECT NO. llf!AWNBY: ;31111 DATE APPROVAL FOR SEWER. WATER AND RECLAIMED WATER SLEEVING PLAN -BONITA CANYON ROAD ,__.,,. 5 _+-----+-------------~---~---------+----+----111:: ~Pv~1 ~~~~E~~~~~it~~~~ L!!lll!~Sl~G-~••;.:;' ~L~R ====~5/~97~l==========:::]m..JAPPROVED BY·. ::?f<#~ ,..,· :"".:LL,.TE1.L., 1 ~ _____ T_R_A_c_T_N_o_._1s_3_1_1_-_e_o_N_1_r_A_VI_L_L_A_G_E ______ ---1 s/2.2./"17 A-PD s~T IA 1n 1Nc.LJJDE /IJV£X fvl/rf' (s\.11'.' II\ at"'t DATE APPRoveoBv ~ ,.,~1__ 1---'..,.....__-+-_.c...c.'+----'--'----------~-~~~--~'--c----~--------+---+---I 5 Wrigley, Irvine, CA 927IB (714)830-6801 ; ORANGE COUNTY FIRE MARSHAL c IT y o F IRVIN 7-17-"17 fZ'£V 1-;e. INV~T E.t..E. VA-11 oNs o'F sc.E.!ev!:. A-r s-n>r. ~+so (-sl+T 4 of' 'I) cHEcKEo av· v.s. 5 97 suPERVJSED eY, ________ •---1 E 1-1· "11 AOOlD ,q• PVC "'-11\Jlte D'-,.AIL. l)~ltTE.O ll)1"'ifl2ll Ill!, ADDED (.I) (!"t,enl)IC£. 11.EVr<;e.D No'!E 11 ~ G.Ublml 5. RECOMMElllED BY: DATE DATE APP. DATE VINCENT SCARPATI RC.E NO. 33520 DATE VINCENT SCARPATI 5/97 D REVIEWED BY, COMMUNITY DEVELOPMENT DEPARTMENT NO. SHEET • ..,..., OF /3"4-. • " \; z I D r D . D " ~ m D 0 g D D 0 " m 0 " D ~ ~ e z 0 C z • < rn • m • D " 0 " ' ll C " ~ " z m " > C m 0 D z ~ I I ~ " \; z I D r □ D n 0 m a 0 D ~ D D 0 " m 0 " D ~ ~ e z 0 . C z " < rn • m D " 0 a ' ~ " C > , z .m n > C ~ 0 D j: ~ z I 0 6 ~ ~ " 0 r--~ D 0 " m 0 ,, C ,, ·, ,, " C " ' C ✓ \D z C s [Il ~ 0 :a ~ z G) z C s [Il m :0 \) "" ""~ • '\ t, ~ " '\ ~ ' 0 :a ~ z G) z C s [Il m :0 Cl :a ~ \ i \ 1115 GO------ BONITA CANYON DRIVE STATION 1 +00 TO 33+00 SCALE 1 "= 1 oo· 100' BONITA CANYON DRIVE STATION 33+00 TO 61+50 7 Prepared By: INDEX MAf=> 6 SCALE: 1 "= 40' PROJECT NO. 5 ~ EDISON & IRRIGATION SLEEVING PLAN :""""· -----ar-s~;2-2;~91--+-Ao_o_s_HE_u_1_A -ro-,-Nc-LU-DE-,-No-Ex-M-AP _________ ___,i------..-_,.,.,..,,,-ille S~,~1 ~)~ ~ !~E~-~!.~ ?11 ~~ ~~ i--------8 .... 0 ____ NI_T_A_c __ A __ NY ___ o_N-=-_1A_v_i __ NE __________ -IHE /O.J.. A ~--'------f~'----t--------------~:::.::...:;.:,-=~=-'=~5 Wrigley, Irvine, CA 92718 (?14)830-6B01 CITY OF IRVINE OF,~~ O. DATE REVISIONS VINCENT SCARPATI DATE COMMUNITY DEVELOPMENT DEPARTMENT AT DRAWN BY 8.W.C. B/97 DAlE DESIGNED BY B.W.C. 8/97 DAlE CHECKED BY V.W.S 8/97 I- V) w E D.. (', (') Q', u--; - r---. CJ'- I l.7 (\., I 0} <[ -C) > I V) / ,-~ 7 ,~ . Ld l., ...J V) / / v, ,-. w w Ci ,-. (/) / '-f.l (T', ,,., "'" ()' / •t- ()', ()', -' / "° □ 7 . . .. u I I il a • s , a n z z " ~ ~ ~ " 0 • 0 z , a z I I " ~ m < z 5 C z < m " 0 ~ ll • li " "' 0 1= ~ a D 2 ;;; .,, ~ z ;i: a r a ~ 0 0 a " 'II 0 m a " ~ m < z 5 C z ~ ~ • □ ' I " • " .m 0 ,,. C: ~ a D ~ .,, !i ;i: D 5 el 0 a rn D 0 .,, m D rn D ~ !1 z 5 C z < m m • rn 0 ' ll " ~ " z _m " ,, C: ~ D D z ;;; -u ~ z ;i: D r D ~ " D " 'II ~ D rn ~ rn < 7 n z G'J z C $ !Il m ::Il 0 ::Il ~ z G'J z C $ !Il m ::Il ~ \\' "' ~ ~ \~ ' \II ~ ' " 0 I z G'J z C $ !Il m ::Il 0 ::Il ~ z r., -, No. 1 2 3 4 5 7 8 9 STREET IMPROVEMENTS INSTALL 2" PVC SCH 80 SLEEVf-( 42" lv1IN. COVER) WITH END CAP OPEN CUT STREET & REPLACE A.C. PER CITY OF IRVINE STANDARD PLAN NO. 223, ALT "A". _JACK & TUNNEL 1 o" DIA. STEEL S~EEVE (3/8" MIN. CASING WALL THlc;_KNESS) INSTALL (2) 2" PVC & (1 ) .. 4" WITH END C/1,P lv1INIMUM COVER 30" OR BELOVv' STREET PAVEMENT BASE SECTION, WHICHEVER IS DEEPER. INSTALL 4" PVC SCH 80 SLEEVE ( 42" MIN. COVER) \IVITH END CAP INSTALL 1-2" PVC SLEEVE, SCH 80 ELECTRICAL SLEEVE WITH EN.D_ C/lsP ( 42" MIN. COVER) ----. ,.· ·~ --""~ .. ,-...... F .._,.,.,.q-..._,,.. -~---'· REMOVE AND REPLACE EXISTING CONC. SIDEWAL~ ( IZ.E.PltlEE 7T.a. i;~SC> TD B-i-;D 0k!L~J.m .. -.,... .-, _ .... PROTECT IN PLACE CONSTRUCT 2" COPPER SERVICE INSTALLATION PER IRWD STD. DWG. NO. Vv'-2 HOT TAP TO JOIN EXISTING RECLAIMED WATER LINE ( 42" ~~IN. COVER). PVC IRRIGATION SLEEVES I 1 0 JACK & TUNNEL 8" DI/I,. STEEi_ SLEEVE (3/8" MIN. CASING WALL THICKNESS) INSTALL 2" PVC & 4" PVC IRRIGATION SLEEVES WITH END CAP lv1INIMU~A COVER 30" OR BELOVv' STREET PAVEMENT BASE SECTION, WHICHEVER IS DEEPER. 1 1 POTHOLE EXISTING TO VERIFY LOCATION AND ELEVATION PRIOR TO BEGINNING CONSTRUCTION. 1 2 CONSTRUCT 4" ;PVCJSERVICE INSTALLATION PER( DETAIL HEREON,') HOT TAP TO JOIN EXISTING RECLAltv1ED WAT':..~ LINE (42" MIN. COVER). C .. :·<--/· _ _..,/'. ___ 4 13 CONSTRUCT 4" GATE VALVE PER !RIND STD. \A/-7 - I IRRIGATON _Iii r-1--1i : ...--RECLAIMED SLEEVES / WATER SIZE & # I I SERVICE PER PLAN_ 1 UTILITY TRENCH -i-1-+--1 RW -- ?--/j~N---11---..__ I I I I COMMON UTILITY TRENCH PLAN (N.T.S.) REFERENCE THIS DETAIL WITH ALL APPLICABLE CONSTRUCTION NOTES ESPECIALLY NOTES 9 AND 12 -IRRIGATON -_ _ LINES -m ooO -- 18 // MIN. RECLAll"1ED WATER SERVICE - 0 ------ = z =I--! _-:;,: ----- COMMON UTILITY TRENCH SECTIOt~ (N.T.S.) REFERENCE THIS DETAIL WITH ALL APPLICABLE CONSTRUCTION NOTES ESPECIALLY NOTES 9 AI\JD 12 NOTE: IRRIGATION LINES SHOWN MAY RUN OVER THE RECLAIMED WATER SERVICE BACKFILL CASING WITH AIR BLOWN CLEAN SAND {TYP.) 10 CONTRACTOR SHALL BIND SLEEVES TOGETHER WITH ' STAINLESS STEEL I COMPRESSION BANDS . lol 6' O.C. JACK & SLEEVING INSTALLATION □ET AIL (N.T.S.) • • Jo,;,,,., C1v\\-'" ( DI" CAL \lO-y,i- QUANTITIES TOTAL 9 EA. 453 LF. 8 EA. 326 LF. ' -·. - 2 EA. 220 LF 9 EA. 453 LF. 1 EA. 40 LF 10 EA 1 05 LF. 5 EA ( 3 EA ) ~ _---f ' , '7 r--:::A:~~~~~ BLO~ /,... W/ -2" SERVICE <,,/ I 2" SERVICE . i--PER W-2 I PER W-2 -.-1 \"" LJ-C,:l"-~ PROPOSED CURB /) '; L_ 6" MIN. SPACING ( i \ ~ ,~-4" C-900 PVC (PURPLE) CLASS 150 x' 4" GATE VALVE AND HOT TAP ON 8" '-..___ EXISTING C-900 PVC 8"· RW 411 PVC SERVICE INSTALLATION (N.T.S.) I , REFERENCE THIS DETAIL WITH ALL ~--APPLICABLE CONSTRUCTION NOTES -1 ESPECIALLY NOTE 1 2 __.. t t ,----1 --, _.,,, L!.1 -\ ,..,-.-,,,· ' ,..... '--. ~---· ''------,_ --- ----- 7 ------: Prepared By: DETAILS AND NOTES SCALE: 1'' = 40' - ----------·· ----·-----------------------· ------ . PROJECT NO. : • ;;II • SLEEVING PLAN -BONITA CANYON ROAD l------'3 4--1----+-----------------11------r---,,:,uA,.,,..,c-;,IIE: ~~El ~~~~~E~~~~~lc~~~' TRACT No. 15317 • BONITA VILLAGE / ""- DRAWN BY IR 5-97 I L', r-;2-;---t--;------------------i..:;::.:.::::.:.~===::.l=;:::D~1E~: 5 Wrigley, Irvine, CA 92718 (714)830-6B01 '--' -----=c,-:""1 =1.,,..Y-,,---O..,,.....,F=--,:-:11=1_,,,.v...,,.,.,IN....,,.,,,l=-----ISfEETOF ,s l'I /1\ G·J0-91 Al>DE.I> 'I-" 17\/C "'£12\IIC.E: 1'£1AIL-Re. V!~f.D UOT( rz. AUD GUlll\TTl1!§jJ2 DESIGNED BY -, ""'"- NO. □ATE REVISIONS ~" CHECKED BY -D~1E • 'i·, v1~t,.:it"1, "111TE COMMUNITY DEVELOPMENT DEPARTMENT - r-- (J\ I CJ C'J I '° -(Y I (1.J 0 > _J (/) / l'.J z ~ > w w _J (/) / (/) f-w w (l'. f- (/) / '° (J\ lf) v (J\ / v (J\ (J\ ~ / P'.1 D 7 / D I I " a , ,l 0 E < • m • □ " u • • ~ • □ ~ $ ~ z . ~ z .m ~ r: . 21 :I! j, ~ ~ 2 ~ □ r □ n □ " ~ □ ~ --z C s: Ill m :a 0 :a ~ z G) z C s: IJJ 93 0 :a ~ z G) z C s: Ill m JJ 0 :a ~ 7 ( ( 4 I \ --------- ------ -, -.-- 150 - ____ ; -TEI=-- ------- I f 6CJ'JiTA -' v-'~ \ I ~I,',; ;:;i,~VE':iEN' :-' ;:,N5; P?J_,::c---:-f\JCI'. 4 --e"R-W-- --IB"'IM-"F--- I I -----------------,--------- \ \ / STATION 5+50 TO 8+50 I I I ST A TION 23+50 TO 26+50 -180 '</ £ ---~:\ \. \ \ ', l \ <O 1 \ C\'J C\'J I / --- ' ! . I , I \ ', ' \ \ \ I I TO 19+00 -- -, I ,--":_ 8 ~ RAFFIC "-, "' --' --i- ---- ------ f -------) ~---- I --; I -- c\J I 0) I CD ST A TION 27 +50 TO 30+50 G) ffi 4 5 7 8 ® @ CONSTRUCTION NOTES INSTALL 2" PVC SCH 80 SLEEVE (42" MIN. COVER) WITH END CAP OPEN CUT STREET & REPLACE A.C. PER Cl1Y OF IRVINE STANDARD PLAN NO. 223, ALT "A". JACK & TUNNEL 10" DIA, STEEL SLEEVE (3/8" MIN. CASING WALL THICKNESS) INSTALL (2) 2" PVC & (1) 4" PVC IRRIGATION SLEEVES WITH END CAP MINIMUM COVER 30" OR BELOW STREET PAVEMENT BASE SECTION, WHICHEVER IS DEEPER. INSTALL 4" PVC SCH 80 SLEEVE (42" MIN. COVER) WITH END CAP INSTALL 1-2" PVC SLEEVE, SCH 80 ELECTRICAL SLEEVE.,WITH_END CAP (42" MIN, COVER) ~ . ..,.---.,._,_-~ ·-.,,.., __ ,._. ...~_..,,,-.___,--..__,. ______ ::~~:T ~~D P~~~CE EXISTING CONC. SIDEWAL~~-.::r~:_.?~~,?~_:r!' _ _!_~~~---~~-~:3.1, CONSTRUCT 2" COPPER SERVICE INSTALLATION PER IRWD STD. DWG. NO. W-2 HOT TAP TO JOIN EXISTING RECLAIMED WATER LINE ( 42" MIN. COVER). JACK & TUNNEL 8" DIA. STEEL SLEEVE (3/8" MIN. CASING WALL THICKNESS) INSTALL 2" PVC & 4" PVC IRRIGATION SLEEVES WITH END CAP MINIMUM COVER 30" OR BELOW STREET PAVEMENT BASE SECTION, WHICHEVER IS DEEPER. POTHOLE EXISTING TO VERIFY LOCATION AND ELEVATION PRIOR TO BEGINNING CONSTRUCTION. CONSTRUCT 4•(?vc'f;ERVICE INSTALLATION PE~AIL~~ HOT TAP TO JOIN EXISTING RECLAIMED WAT&(uNE ( 42" MIN. COVER). '--",___,., __ & CONSTRUCT 4" GATE VALVE PER IRWD STD. W-7 SCALE 1 "= 40' 40' ' ' I I I I I ' I ' I I , I I z ~ ~ :~ .-.-: A / ;:::,._ =' .---..----.-------,,-----------------"""T---.,.....-------,---------------:-r----------------------:------r,:;;PA~O~~~C~T~Nwo~.----t:~ Prepared By: BONITA CANYON RD. TRACT 15317 7 6 6 4 3 SCALE: 1" = 40' EDISON & IRRIGATION SLEEVING PLAN BONITA CANYON -IRVINE -----t----t-·---~-----------------r-----,---,.,,,.,,,.A --ifil ~~~] ~~~~~E~~!"~~lt~~~; DRAWN BY LAR 05-08-97 /f_ 'S,.. 7-11-97 1,·10-91 ----lb-;:;;-=hj\r.e::~Vc,;I-S;;:E;;:0;-;;/1{.;y,;e,;--;~;:;-r:;:-;;EL;-c,.E;:,;-;v,,',:;:;!~;--:o;--;;N--;;S~D:;::F-;:<_;;;-L-;:E.£:-;;:;v:-;:E:-,:A-:;:,:::.=s:;:rp,~. Z:+~s;~:::o __ -;:;o;:;:1..:D::.:E:.::SIG:::;N~ED;:,;,,_;BY=;;;;;;;;;;;;;~~D:'::A~TE~ 5 Wrigley, Irvine, CA 92718 (714)830-6B01 1-----c---=-1--,----y.....,.--o..,,...,,,1,,,..-,,,,11=1""V.....,.,,,,I N,....., ... ,=-----t SHEETOF / ; ..A DElf.TE0 (11 t• ~EIZVltE A~o AD0Ell C.t) 4''4,H.Vltl?: AT .;TA. &;+D J ~ NO. DATE REVISIONS 11111 CHECKED sr DATE '(i,vkEN'f tAt";TI <o 1~?TE COMMUNITY DEVELOPMENT DEPARTMENT z= G) z C s: ID m JJ □ JJ ~ z G) z C $ tIJ ~ □ I z G) z C s: ID ~ □ IJ ~ z 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 I I I I I I I • I I I I I I I I I I I I • G NUMBER DRAWING NUMBER ON • IRVINE, CALIFORNIA PLAN HOLD CORPORATION • IRVJNE, CALIFORNIA NUMBER 075AR REORDER BY NUMBER 075AR If P~INI OH lillS LIN£ P0SITI0,~ [OC( or rRIIIT 01, Tl-IS u~r // ~\ \ .,_ ) ) \I / "-. 0 ,n ' \ \i \ \ \\ \'\:-~\""~?~}'\ \ /} \ \ I I ~ I .·· ---\ \ / /,, I I I I ,, .--. . -~ , II I \ .\ • . , / . 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' ·~ g; ,f \ \ \Iii\~~ ' ' ' t ", ',, 1/ • '1,'+~ " 0 0 + -c.o 0 l- o 0 + m •• <( t- V> -wo -' "q" ~ II (/):: ..... 0 g ~ IJ: I I'-~ -..J ~ ll. -t-c., ~ Oz> ~~~ I-..J I . en 0 z 2o a: 0 z i= ~ O~O ~ a: c( 0 ~ t-z c( "" 0 l::zm Zo 0 Cl) m-@ ~~ m ~ "' ~ w~ ~~ >~ O:t--z w LL~ ·o9 ~ >- □ I-~ _z 0~ 8 t-----------~---- u ;~ ~ ~ zi:1"" ~ .,_._.ltj6 <( -1J ro rF o ~ "' 0 ~ -:;;-.., z C!l ~ 1---1 rl _.. ~s ~ u ~i:1 ~ b/1 a:, Z V"' .-o: 0 -~ ~ 1- -~QcJ ~ : g :~ l ~I\;: ~ u u w 0 IN)"' ~ ~ -- > Q) -~ a: ~ \() ------7 ■ --•-----■-- C> .... II ' - ~ <[ u VJ r--"' '< $II~ I I" < ·I 0 :g ~ .,J )- CD ! 15 >-CD 0 w z (!) ~ )- CD @ 0 w 5 (J) I I IZ 1 I I -. Q ~en 1] Cu ·~ a: d ~ 2 0 "' ..,. ~ r-w 0-1-• < ~ a Ji t---1 col 1<>lvl<'>I N 0 z ' ✓ .! -' . • -, --... l -, \ 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19, NO. 'ANTA mueuc RO ALTON PKWY SCALE 1"= 600' CITY ff OF /RV/NE SITE AP All work shall be in accordance with the latest adopted edition of. a. The Irvine Grading and Excavatio,'1 Code b. The City of Irvine Standard Drawings c. Spec,al requirements of the Grading Permit d. The Uniform 81.1ildin9 Code e Standard specificotions for Public Works consfruction (Green Book). Whenever special requirements conflict on any subject matter, the Manager of Building & Safety or his representative will determine which special requiremenf and/or code will govern. No grading shall be started without first notifying the Inspection Divislon. A pre-grading meeting of the srfe is required before start of clearing and grading with the fo.rlowing peop!e prese,.,t: owner, grading con tractor. design ciwf engineer, geotechnicol engineer, engineering geologist, City gm ding inspectors, City mainiefiance represefi fati".re, archaeologist. Pafeontologist or their representatives. The permittee or his agent shall notify the lfispection Division when the grading operation is ready for each of the following inspection: (Phone (714-) 724-6511) a. Initial lnspecti'an. When the permittee is ready to begin work, but not less than two days before any clearing or grading is started. b. Toe Inspection. After the natural ground or bedrock is exposed and prepared to receive fiff, but before fit/ is placed. c. Excavation Inspection. After the excavation is started, but before the verticol depth of the excavation exceeds ten feet. d. Fill Inspection. After the fill placement is started, but before the vertical height of the. fill exceeds ten feet. e. Drainage Device Inspection, After forming of terrace drains, down-drains or filler after placement of pipe in subdrains, but before any concrete or filfer material Is placed. f. Rough Grading Inspection. ~Wien all rough grading has been completed, this inspection may be called for at the completion of raugh grading without the inspector necessarily having previousfy reviewed and approved fhe required reports. g. Final Grading and Improvement Inspection. When all work (including instaflation of all drainage strnctures, other protective devices and oJJ other improvements which include landscaping and irrigation systems) has been completed and the as-graded plan, professional certifications and the required reports have been submitted. Cut and fill slopes shall be no steeper than two horizontal to one vertical. Fi/Js shall be compacted throughout to 90% of the maximum density os determined by ASTM D1557-78 unmodified certified by the geotechnical engineer. Areas to receive fill shalf be properly prepared and approved by the City grading eng,neer or his representative and geotechnical engineer prio,. to placing of fill. Fills shall be benched with approved material os per detail on p/cm. A!! existing fills shall be a,oproved by the geotechnica/ engineer and City grading engineer or his representative before any additional fills are added. The existing irrigotio,., lines and cisterns sho/J be removed or crushed in place and backfilled and approved by the grading inspector and geotechnicol engineer. Slopes exceeding five feet in height must be planted with OIJ approved irrigation system. The stockpiling of excess material shall be approved by the City grading engineer prior to excavation. The design civil eng;neer, prior to rough grade approval, sho/1 provide a m1mmum of one blue top pfY" finished pad, set at the highest point in the finished drainage swale. The elevation of the floDr shall a/so be provided to insure proper clearance and foll to drainage swafe. These elevations shall be noted on the building plans, Alf trench back.fifls shall be tested and approved by the site geotechnical engineer per the Gr(?ding and Excavation Code. The engineering geologist and geotechnical engineer shall, after clearing and prior to the placement of fill in canyons, inspect eoch canyon fo, .. a~os of adverse stability and to determine the presence or absence of subsurface water ar spring flow. ff needed, drains will be designed and construded prior to the placement of fill in each respective canyon. Subdrain outlets shall be compfeted at the beginning of the subdrain construction. The exact location of the subdrains shol/ be surveyed in the field for line ond grade, and the location shall be shown on the as-grade plans. All cut slopes shall be investigated both during and after grading by an engineering geologist to determine if ony slape stabllity prablem exists. Should excavation disclose any geological hazards or potential geological hazards, the engineering geologist shall recommend necessary treatment to the City grading engineer for approval. Where support or buttressing of cut and natural slopes is determined to be necessary by the engineering geologist and geotechnical engineer, the geatechnica/ engineer wiff submit desigrr, 4.ocation and calculoUons to the City grading engineer prior to construction. The engineering geologist and geotechnical engineer will inspect and control the construcfian of the buttressing and certify to the stability of the slope and adjacent structures upan completion. When cut pads are brou~ht to near grade, the engineering geologist shall determine if the bedrock is extensively fractured or faulted and will readily transmit water. If considered necessary by the engineering geologist and geotechnical efigineer, a compacted fill blanket will be placed. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. 31. 32. 33. 34. 35. 36. 37. 38. 39. 40. 41. 42. 43. t.lrY LOT 18 ' 1971 ( ·;;1·""',,. < ~,.,. ~-. -,b,· TRACT NO. 15317 ,. .:1 "" ¼" •• - '-r-=--. . C ANY o N RO i\~·-:_:-,.~-=-,~; _..,:d:f"""·":;. -~-__ . ..--·., .~• -:_,;.-~ ;·;r,'.,;;:r:=·~ .~t~,- GRADING NOTES The geatechnica/ engineer shall perform periodic inspectians and st1bmit a complete report and mop upon completion of the rough grading. The final compaction report and approval from the geotechnical engineer shall contain the type of field testing performed. The method of obtoinrng the in-ploce density, whether sond cone, nuclear gage, or drive ring shof/ be so noted for each test. Sufficient maximum density determinations shall be performed to verify tho accu,.ocy of the mmdmum density curves used by the frefd technician. Notification of Noncompliance: ff, in the course of fulfilling their responsibility, the Clvil engineer, the geotechnico/ er1gineer, the engineering geologist or the tcsfing agency finds that the work is not being done in conformance with the approved grading plans, the discrepancies sholf be reported ;mmediate/y m writing to !he person in charge of the grading work end to the city grading engineer. Recomme.-,dotion for corrective measures, if necessary, shall be submitted to the Manager of BuiJ'ding & Safety for approval, The design civil engineer shall provide written approval that the grading operation is in comp/ranee with the approved plans, specifications and applicable codes at completion of the grading operation. Dust shall be controlled by watering. Sanitary faci/ittes shall be maintome.d on the site. The location and protection of al! utilities is the responsibility of the permittee. All existing drainage courses en the project site must continue to function, especial!y during storm conditions and approved protective measured and temporary draincge provisions mt1st be used to protect adjoining properties during the grading project. In all coses, the contractor and/or developer shall be held liable for any damage due to obstructing natural drainage patterns. All water we/ls shall be abandoned in compliance with the City of frvine Code of Ordinances Title VI; Division H, Chapter II, Section V1. H-23.3 entitled "Vlater Stan- dards" and in accordance with the State Department of Water Resources. All existing sewers, cesspools and septic tanks or other sewage disposal facilities shalf be abandoned in compliance with the Uniform Plumbing Code and to the approval of the geotechmcal engineer and grading inspector. Prior to final approval, the design civil eng1neer shall certify to the grading inspector the number of cubic yards of cut, rill, import, or export moved during the grading operation. The permittee shall comply with Section V!.E-120 of the Grading and Excavation Code when on excess of 5,000 cubic yards of earth is moved on public roadways from the site of an earth grading operation. Whenever there is on existing catc,'1 basin along the construction site frontage, an on-site storm drain shoJJ be constructed to convey water directly to the basin. Exceptions shall required approval by the City Engineer. All concrete structures that come in contact with the an-site soils shall be constructed with Type 5 six (6) sack cement unless deemed unnecessary by the sulfate-content tests conducted by the geotechn;col engineer and reported in the preliminary soils report. All planters adjacent to the foundations sha/1 be sealed along side of the foundation footing and extended under the planter area to o minimum of 12" to prevent moisture from reaching the foundation sub-grade soils. Afl concrete planter curbs adjacent to pavement areas shafl be constructed with weep hales through the curbfoce. Export soils must go to a /ego! dump ~site or to o permitted site approved by the City Grading Engineer. Permission is reqt1ired from the adjacent property owner whenever work is proposed across the property line. The preliminary report and off subsequent reports os approved by the Community Development Department ore considered a port of the approved grading plan. Provide weakened plane joints in concrete curbs 10' Ofi centers. All walkways, landings, and other finished surfaces at doorways shall be finished to within one-half inch or less of the doorway threshold with a 2:1 bevel. Any dirt, rock or construction material that may be tracked or dropped within the public rights-of-way during the transportation of said material or equipment associated with the project shaJJ be cleaned or removed daily and as deemed necessary by the grading inspector. Dirt access romps over curb and gutter to construction sites are not allowed. "11en necessary for en trance to such construction sites, asphalt ramps with a minimum J" diameter pipe will be constructed per City standard 217. Alf Base, gravel, soil or other material CCJrried into the roadway by contractors personnel or equipment wil! be cleaned as necessary and no less than once a day. Trucks hauling base, grovel, rm or export materials within City limits will be tarped as necessary to prevent material from spilling into the roadway. Prior to any construction which involves hazardous conditions, the contractor shall first abtain a permit from the Division of Occupational Safety and Health (DOSH). Proposed revisions to the grading pion shall be drown in red pencil an b/uelines of the approved plan. These b/ue/;nes are then to b e submitted to the Community Development Department for review and approval. Only after the b/ueline approval is given should the originals be changed by the Engineer/Architect. !R..VrNI! 44. 45. 46 . 47. 48. (a) (b) (c) (d) (e) (f) 49. 50 52. 5.S. 55 56 58 LOT 12 LOTS 10-15 LOT 6 FORO LOT 7 ROAD 14 Prior to Fino/ Approval from Inspection Services, the Engineer or Architect shall submit two sets of 35mm microfilm of the "AS-GRADED" plan mounted in 4" x 6" jackets, one set shall be the original, and the other set sholf be a duplicate co.Dy. The grading permit number shall be shown in the heading (color backing) of ail microfilm sheets and the words "AS-GRADED" shall appear· on c// of the original drawings prior to microfilming. A minimum of 6" aggregate base w,1/ be required under concrete va/Jey gutters. All volley gutters shall be a minimum 3'-0" wlde. Open cuts of arterial highways will not be permitted without prior approval. All new asphalt construction shall be shaded-using zip-a-tone or an approved equal on grading plan. Rule 403, Air Quality Control Management District, must be implemented during canstruction. A person shall not cause or a/faw the emissions of fugitive dust from any transport, handling, construcUon or storage activity so that fhe presence of such dust remains visib,'e in the atmosphere beyond the property line of the emission source. (Does no apply to emission emanating from unpaved roadways open to public travel or farm roads. This exclusion shall not apply to industrial or commerclaf focilities), A person shall fake every reasonable precaution to minimize fugitive dust emissions from wrecking, e:xcavation, groding, clearing of land and solid waste disposal operations. A person shall not cause or a/law particulate matter to exceed 100 micragroms per cubic mefe,w when determined os the difference between upwind and dcwnwind samples collected on high volume samplers at the property line for a minimum of five hours A person shall take every reasonable precaution to prevent vis;bfe particulate motter from being deposited upon public roadways shall include, but ore not limited to, the removal of particulate matter from equipment prior to movement on paved streets onto which such material hos been deposited. Subsections (a) and (b) shall not be applicable when the wind speed Instantaneously exceeds 40 kilometers (25 miles) per hot1r, or when the average wind speed is greater than 24 kilometers (15 miles) per hour. The average wind speed determinaticns shall be on a 15 minute average at the nearest official air-monitoring station or by wind instrument located ot the site being checked. The provisions of this rule shall not apply to agricultural operations. SHEET NUMBER TYPICAL EROSION CONTROL NOTES In case on emergency coll ANGEL E. TRESPANDO (Responsible person) at 494-6263 (24-hr. phone no.) the undersigned civrl engineer will VINCENT SCARPATI (Print Name) review erosion control work. £. ~o. • :is: ~.-h, (Signature) (Date) A standby crew for emergency work shall be ovof.rable at all Umes dt1rin9 the rainy season. Necessary material sha/1 be avaijab/e on site and stockpiled at convenient locations to facilitate rapid construction of temporary devices or to repair any damaged erosion control measures when rain is imminent. Devices shall not be moved or modified without the approval of the City Inspector. A/I remDvable protective devices shown sha/J be in place of the end of each working day, when the five-day rain probability forecast exceeds 40 percent. After o bcs/ns also be roinstorm, all silt and debris shall be removed from check berms and desi/ting Andy graded slape surface protection measures damaged during a rainstorm shall immediately repaired. The faces of cut and fill slopes shall be prepared and maintained to control against erosion. Erosion protection shall consist of effective planting of all slopes in excess of five (5) feet high unless otherwise approved by the City Engineer. Slopes exceeding fiffeen (15) feet high may require on adequate sprinkler system, as determined by the City Engineer. The slope protection sho/I be installed os soon os pract,cabfe. and prior to calling for final inspection. Fill slopes at the tract perimeter must drain away from the top of the slope at the conclusion of each working day. A 24 hour guard shall be posted on the site whenever the depth of water in any device exceeds two feet. Placement of devices to reduce erosion damage within the tract must be show,'1 on the pion. Grading permits will not be issued w;thaut an approved erosion control plan. Erosion control shaff be implemented during the rainy season ·(October 15 through April 15). - ~NDEX MAP PLAN INDEX SHEET TITLE SHEET STORM DRAIN NOTES & DETAILS GRADING DETAILS SECTIONS MASS GRADING PLAN STORM DRAIN PLAN & PROF/LES EROSION CONTROL PLAN NO. 1 2 .3 5 & 8 4 THRU 14 15 THRU 22 23 & 24 EARTHWORK QUANTITIES EARTHWORK MACARTHUR BLVD SITE RAW CUT RAW FILL MESA SITE RAW CUT RAW FILL BONITA CANYON & FORD ROAD S!TE RAW CUT RAW FILL TOTAL RAW CUT TOTAL RAW FILL -(100) ~ LEGEND FLOWUNE EXISTING CONTOUR QUANTITIES G56;·260 CY 395,718 CY 415,170 CY 794,250 CY 116,042 CY 118,331 CY 1,189,492. CY 1,308,299 CY FLOWLINE INVERT Construction activities shall occur only between the hours of 7: 00 A.M. and 7: 00 P.M., Monday through Friday, and befween the hours of 9· 00 AM. and 6: 00 P.M. Saturdays. No construction activifies shall be permitted outside of these permitted hours or on Sunday and federal holidays, unless a temporary waiver has been granted by the manager of Building and Safety. Any waivers shall take into account the impact upon the community. (C,ty Noise Ordinance V.I-K-JOS.) 'ffjfc ~?J1c~"ff5;{ (nearest crass streets) BONITA CANYON DR/MACARTHUR BLVD --,oo --PROPOSED CONTOUR ~ SLOPE F.L INV. T.G. G.a. H.P. LP. TOP OF GRATE GRADE BREAK \there an excess of five thousand (5,000) cubic yards of earth per project site is moved on pub/re roads from or to the site of an earth grading operation, the City of Irvine Building and Safety Division enforces the section of the grading code which contains requirements to curfoil impact to adjacent prapf:f"ties. Such requirements include, but are not limited to, application of water to trt1ck loads. sweeping of access roads to the site and use of approved truck haul routes. Prior to approval of grading permit, design engineer shall submit drawing on DXF or Auto/CAD .dwg file to the City. Minimum information that wili be required ore: Tract Boundary, Lot Lines, Curb Lines, Storm Drains and Building Faotpr[nts. C1;1II (714)724-6343 for details. A separate landscape permit is reqwred for fhis project. Construction .contract9rs sho/1 use low emission mobile construction equipment durina o/1 srte preparation. grading and construction octivrties. where feasible w Const?ction pontroc_t?rs .shall maintain all construction engines tuned consistent with the monu octurer s specd,cat1ons during ell site p:eparat,on, groding ond construction activities. Cons_tr~ctonA~o°Jroctors s_holl use-lo_w sulfr.Jr fuel fer stot1onary construction equrpment as require Y M ~~Jes 4..:i!.1 and 4.;1.2 and shall use existing power·saurces ond clean fuel generators as feaswle, during all site preparation. grodrng and construction octivrties. CMstr1.:1ction parl-Jng shall be onsite Troff,c control and access with City canstruct1on requirements The speed of trucl-s onsite shall be l1m1ted to 15 mph shall be in accordance Truct,s and forge construction veh,cles wi// obtorn approved t /.; t I of lrl'me and Newport Beach rue· rou es rom the Cities MESA CONSOLIDATED WATER DISTRICT NOTE: CONTRACTOR TO NOTIFY MCWO INSPECTOR 48 HOURS PRIOR TO GRAOiNG:'CiALL MR. ALAN JONES (714) 631·1291.' METROPOLITAN WATER DISTRICT NOTE: TRACT/PARCEL MAP.NO TRACT 15317 ZONING COMPLIANCE NO. COND.tnONAL USE PERMIT ______________________ _ PR/VA TE ENGINEERS NOTICE TO CONTRACTOR(S} I. THE EXISTENCE AND LOCA llON OF ANY 1./NDERCROUND 1./llL!llES AND/OR STRUCTURES SHOWN ON THESE PLANS ~RE OBTAfNED BY A SEARCH OF THE AVAILABLE RECORDS'. APPROVAL OF THESE PLANS BY THE CITY OF /RV/NE DOES NOT CONSTITUTE A REPRESENTAllON AS TO THE ACCURACY OR COMPLETENESS OF THE LOCA llON OR THE EXISTENCE OR NONEXISTENCE OF ANY UTILITY ANO/OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE CONTRACTOR IS REQUIRED TO TAKE All DUE PRECAUTIONARY MEANS TO PROTECT THE UTILITIES OF RECORD OR NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 2 RELOCATION OR REMOVAL OF ANY EXIST/NC UTILITIES SHALL BE PERFORMED BY THE RESPECTIVE UTILITY OWNERS. AT THE EXPENSE OF THE DEVELOPER. 3. THE GRADING CONTRACTOR SHALL SATISFY HIMSELF AS TO THE GRADING QUANTITY AS SHOWN ON THIS PLAN AS PART OF HIS BIO. 4. IT IS REQUESTEO THAT THE GRADING CONTRACTOR NOllFY THIS PRIVATE ENGINEER BY CALLING AT LEAST 48 HOURS BEFORE COMPLETION OF THE GRADING OPERA 170N IN ORDER lHA T THIS OFFICE MAY PERFORM A RNAL INSPECTION TO COMPLY Willi OUR GRADE CERT!FICA 770N COMM! TMENT TO TH£ CITY OF /RV/NE. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQ'JIREO PERMITS PRIOR TO COMMENCEMENT OF GRADING OPERATIONS. 6. UNAUTHORIZED CHANGES &-USES: THE ENGINEER PREPARING THESE PLANS Will NOT BE RESPONSIBLE FOR. OR LIABLE FOR. UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST B£ IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS AND THE CITY OF /RV/NE. 1 NOTE: CORIIIIGATEO STEEL PIPE (C.S.P.) IS TEMPOl!ARY ONLY. MR RALPH BACHMAN MUST BE NOTIFIED AT LEAST lWO WORKING DAYS (MONDAY THRU THURSDAY) PRIOR TO ANY WORK IN THE VIC!i'JITY OF MWD'S o~'lF'olBJ□ EIBJ 4 ~ " 4 l5.ll5.li@o RIGHT-OF-WAY (714) 720-0427. ~ LJ • IQ) n LJ "'ll', j .J/.J/1U} ----it-CENTERLINE TRACT BOUNDARY RIGHT OF WAY ..,...----DAYLIGHT LINE CUT ~ClJT-FILL LINE ( ) H ID HIGH POINi LOW POINT DENOTES EXISTING BORING LOCATION AND ID NUMBER WATER TRANSMISSION EASEMENT PROTECTION NOTE: JUST PRIOR TO THE COMPLETION OF PRELIMINARY GRADING THE "TEMPOARY BARRICADE/CHAIN LINK FENCE". MAY BE REMOVED AND THE EASEME'.NT AREA GRADED. PER PLAN. EQUIPMENT ALLOWED IN THIS AREA WILL BE SUBJECT TO MWD, IRWD, & MCWD APPROVAL. CITY OF /RV/NE COMMUNITY DEVELOPMENT DEPARTMENT This set of plans & specifications must be kept on the job at all times and it is unlawful to make any changes or alterations on same without written permission from the City of frvine Community Development Department. The stamping of this plan & specifications SHALL NOT be he.id to permit or be an approval of the violation of any provisions of ony City Ordinance or State Law. IMPORTANT NOTICE Section 4216/4217 of the Government Code requires a Dig Alert ldentifi- cafian Number be issi.Jed before a "Permit to Excavate" will be valid. TOLL FREE 1-800-422-4133 Two working days before you dig. ALL WORK PROPOSED IN PUBLIC RIGHT~QF-WAY WILL BE SHOW/1.1 ON THE GRADING PLANS. THOSE ITEMS THAT ARE NOT SHOWN f\1LL RWU1RE A SEPARATE: ENCROACHMENT PERMIT. GEOTECHNICAL FIRM: NMG GEOTECHNICAL INC. 17791 MITCHELL. SUITE D BENCHMARK: LEGAL DESCRIPTION: TIRACT 15311 MASS GIRAD~lNlG fPlA[N] GRADING PERMIT NO. <? a, (I) (I) a, /4 IRVINE. CA 92714 (7U-) 442-2442 C44$t.4-1-31-98 ENGINEER: LICENSE NO. EXP. DA TE NMG GEOTECHNICAL INC. 17791 MFTCHELl.. SUITE D I .I /RV/NE, Q,1 92714 (114) 442-2442 1M" C.Et'c 13 ?- ENGINEERING GEOLOGIST: LICENSE NO. l 0.18 MILES NORTHERLY ALONG MACARTHUR BOULEVARD, FROM THE JUNCTION OF FORD ROAD AND MACARTHUR BOULEVARO; ABOUT 36 FEET EAST OF THE CENTERLINE OF THE BOULEVARD. 41.6 FEET SOUTH OF A CORNER FENCE POST AT THE JUNCTION OF 2 WIRE FENCE LINES, 3.5 FEET SOUTH OF A STATE SURVEY MONUMENT MARKER, AT A 2 BY 3 FOOT CATCH BASIN, SIT IN THE SOUTH ENO OF THE BEING A SUBDIVISION IN THE CITY OF IRVINE, COUNTY OF ORANGE, STATE OF CALIFORNIA, OF A PORTION OF BLOCKS 57, 58, 90, AND 91 OF IRVINE'S SUBDIVISION RECORDED IN BOOK 1, PAGE 88 MISCELLANEOUS MAPS OF SAID COUNTY. OF THE SOUTHEAST CORNER OF THE BASIN. f--------------~ ELEV. 189.168 M.S.L. ADJUSTED 1977 SITE ACREAGE 240.7 ACRES \ L._ CITY OF IRVINE COMMUNITY DEVELOPMENT DEPARTMENT 25814 CCP SHEET_1_ Q;F 24 ci z ID 0 ., / I co 0 0 I \ I 0 :0 ~ z G) z C ~ rn m :0 0 :0 ~ z G) z C ~ rn m :0 0 :0 ~ - • ' ------------------------------,-,-,-T"""l""'T""\, GENERAL NOTES: ,..,.... .. ~,. ,,,_ .. ------. ..-----.,, /// • 'V '-" '\ .. .,.,-----..... \/-'--~----·-. ___ .... •-· -~ .. 1. ALL WORK SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, CITY OF IR"1NE STANDARD DRAWINGS, CITY OF IR"1NE STANDARD SPECIFICATIONS, AND THE CURRENT ORANGE COUNTY MANUAL OF WARNING SIGNS, LIGHTS, AND DE"1CES FOR USE IN WORK UPON HIGHWAYS, EACH OF THE MOST RECENT DA TE. 2. THE CONTRACTOR SHALL TELEPHONE THE CITY OF IR"1NE AT LEAST TWO WORKING DAYS (48 HOURS) PRIOR TO STARTING CONSTRUCTION, (714-754-3676). 3. ALL UNDERGROUND FACILITIES SHALL BE INSTALLED PRIOR TO SURFAONG OF STREETS. THE INSTALLATION OF ALL UNDERGROUND FACILITIES CROSSING EXISTING ARTERIAL HIGHWAYS REQUIRES BORING OR JACKING, UNLESS OTHERWlSE APPROVED BY THE CITY ENGINEER. 4. ANY EXISTING PAVEMENT DISTURBED BY THE CONSTRUCTION OF UNDERGROUND INSTALLATIONS SHALL BE COVERED BY A PERMIT ISSUED BY THE CITY OF IR"1NE. 5. IT SHALL BE THE CONTRACTOR?S RESPONSIBILITY TO ARRANGE FOR AND COORDINATE THE RELOCATION OF ANY EXISTING UTILITIES DEEMED NECESSARY BY THE PROPOSED IMPROVEMENT. 6. WHENEVER IT BECOMES NECESSARY TO TUNNEL UNDER EXISTING IMPROVEMENTS, THE CONTRACTOR SHALL SUPPORT THOSE IMPROVEMENTS IN A MANNER APPROVED BY THE CITY ENGINEER OR THE CONTRACTOR SHALL SAWCUT, REMOVE AND REPLACE THOSE IMPROVEMENTS IN ACCORDANCE WlTH THE CITY OF IR"1NE STANDARD DRAWlNGS. 7. ALL CONCRETE WORK AS SHOWlN ON PLANS (CURB & GUTTER, STORM DRAIN PIPE, MANHOLES, SIDEWALK, ETC.) SHALL BE EXTRA STRENGTH CONCRETE WlTH 7 SACK TYPE I CEMENT OR 6 SACK TYPE V CEMENT. UNLESS DEEMED UNNECESSARY BY SULPHATE CONTIENT TIESTS AS APPROVED BY THE CITY OF IR"1NE. • 8. CONTRACTOR SHALL OBTAIN ANY REQUIRED O.S.H.A. PERMITS PRIOR TO CONSTRUCTION OF UNDERGROUND FACILITIES. STORM DRAIN NOTES: 1. STATIONS SHOWN THUS 0+00 ARE STORM DRAIN STATIONS AND ARE INDEPENDENT OF ALL CENTERLINE STATIONS. 2. ALL WORK SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, CITY OF IR"1NE STANDARD DRAWINGS, CITY OF IRVINE STANDARD SPECIFlCATIONS, ALL APPLICABLE GENERAL NOTES AND THE STANDARD SPECIFICATIONS OF THE STATIE OF CALIFORNIA. 3, ALL TRENCH EXCAVATIONS SHALL CONFORM TO THE STATIE OF CALIFORNIA CONSTRUCTION SAFETY ORDERS. 4. ALL PIPE SHALL BE BEDDED IN ACCORDANCE WlTH CITY OF IR"1NE STANDARD PLAN NO. 318. 5. THE CITY OF IR"1NE INSPECTION DEPARTMENT SHALL BE NOTIFIED AT LEAST TWO WORKING DAYS (48 HOURS) PRIOR TO START OF WORK AT 714-754-3676. A PRE-CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO START OF CONSTRUCTION. 6. R.C.P. SHALL CONFORM TO APPLICABLE A.S.T.M. STANDARDS. 7. SUBSTITUTION OF A.C.P. FOR R.C.P. MUST HAVE.PRIOR APPROVAL BY THE CITY ENGINEER. 8. ALL FILL MAllERIAL SHALL BE COMPACTED TO 90% RELATIVE COMPACTION AS DETIERMINED BY CALIFORNIA TEST METHOD 216 F. 9. ALL MATERIAL TESTING FOR 1HE DRAINAGE FACILITIES SHALL BE PROVIDED BY THE CONTRACTOR OR DEVELOPER IN ACCORDANCE WITH THE NUMBER, LOCATION, AND FREQUENCY REQUESTIED BY THE CITY INSPECTOR. / FINISHED SURFACE OVER STORM DRAIN ~-PROPOSED HEADWALL "L" PER PLAN PROPOSED STORM DRAIN I I. j / GROUTED RIP-RAP " " PROPOSED STORM DRAIN I i-t. &&vvr-<r- ,--~~G . . -I ~----~ PROFILE PLAN / FLOW c::, C)C) ~c::, C)C) ~ 00 0 0 z :5 C. ffi C. LINE "L" "YI' A 66' 32' A-5 ,o· " 20' ., ( \ '·-- "T" 3' 3' ' \ ' Q (CFS) 521.7 44.3 ' \ \ AVG. VEL. (FPS) 12 10 #4 --~-" -·-<',.-.---·-,,•-~ ·e.-, __ .) . ....._, VELOCITY PIPE STONE FACTOR SIZE wso 5.5 90" 500 2.5 36" 50D ~-) TOE DRAIN AND INTIERCEPTOR DRAIN r A 12" CURB #4@12 SECTION B-B B 60' 12' 4' 47.2 • 30 1.5 30" 1000 ~ & \ D 36' 10' 3' 15.2 24 1.5 24" 500 E 120' 20' 4' 268.6 29 4.0 66" 1000 I < \... . F loD' • 12' 4' 53.7 38 2.0 30" 1000 G 15' ' 20· 4' 85.0 43 2.5 36" 1000 .. MANHOLE FRAME & GRATE ALAHAMBRA FOUNDRY A-1532 OR EQUAL ' "' I '- I / I/ ~ FLOW I \\ 2°-0" 10'-0" MN. 12" CURB 4'-0" PLAN VIEW \ ' / ' ! MODIFIED CATCH BASIN PER APWA sm. PLAN 300-0 \ I \I t~ // I·,..., 10'-0" MIN. 12" CURB B TOE DRAIN AND INTIERCEPTOR DRAIN 7 A / GRA TIE MANHOLE / 12· CURB I I ' ' B 1B" 1811 FLOW / FLOW / PROTIECTION BARS / 5• 3'-0" 6" ~ ,- PER APWA STD. PLAN 310-0 ' SECTION A-A • "' I CONSTRUCTION NOTES AND QUANTITIES: @-CONSTRUCT 18" R.C.P. STORM DRAIN, BEDDING PER CITY OF IRWIE. STD. PLA!l.NO. 318. (D-LOAD PER PLANS,;,------658 L.F. @)-CONSTRUCT 24" R.C.P. STORM DRAIN, ,6EDDING PER CITY OF IR"1NE sm. PLAN NO. 318 (D-LO!ffi' PER PLANS).------444 L.F. @-coNSl'llll,lc::I' ~" R.C.P. STORM DRAIN, BEDDING PER CITY OF IR"1NE sro. PLAN NO. 31B (D-LOAD PER PLANS).-----514 L.F. @-coNSTRUCT 36" R.C.P. STORM DRAIN, BEDDING PER CITY OF IR"1NE sm. PLAN NO. 318 (D-LOAD PER PLANS).-----1,447 L.F. @-CONSTRUCT 48" R.C.P. STORM DRAIN, BEDDING PER CITY OF IR"1NE sm. PLAN NO. 318 (D-LOAD PER PLANS).-----390 L.F. @-CONSTRUCT 66" R.C.P. STORM DRAIN, BEDDING PER CITY OF IR"1NE sm. PLAN NO. 318 (D-LOAD PER PLANS).-----283 L.F. @-coNSTRUCT 90" R.C.P. STORM DRAIN, BEDDING PER CITY OF IR"1NE sm. PLAN NO. 318 (D-LOAD PER PLANS). ------697 L.F. @-CONSTRUCT 24" C.S.P. TEMPORARY STORM DRAIN, BEDDING PER CITY OF IR"1NE sm. PLAN NO. 318 (GAGE PER PLANS). ---409 L.F. @-coNSTRUCT 18" C.S.P. TEMPORARY STORM DRAIN, BEDDING PER CITY OF IR"1NE sm. PLAN NO. 318 (GAGE PER PLANS). ---0 LF. @-CONSTRUCT CATCH BASIN TYPE I PER CITY OF IR"1NE sm. PLAN NO. 300. -----------------2 EA. @-CONSTRUCT CATCH BASIN LOCAL DEPRESSION PER CITY OF JRVINE STD. PLAN NO. 303. ____________ _ EA. @-CONSTRUCT C.S.P. DROP INLET PER CITY OF IR"1NE sm. PLAN NO. 304 (D1, D2 AND V PER PLAN). ________ _ 11 EA. @-coNSTRUCT JUNCTION STRUCTURE NO. I PER CITY OF IR"1NE sm. PLAN NO. 306. ---------------11 EA. @-coNSTRUCT JUNCTION STRUCTURE NO. II PER CITY OF IRVINE SID. PLAN NO. 307. _____________ _ 2 EA. @-CONSTRUCT JUNCTION STRUCTURE NO. V PER aTY OF IRVINE STD. PLAN NO. 309B. --------------5 EA. @--c□NSTRUCT CONCRETIE COLLAR PER CITY OF IR"1NE sm. PLAN NO. 310. __________________ _ 16 EA. @-CONSTRUCT DESIL TING BASIN PER CITY OF IR"1NE sm. PLAN NO. 319 (SIZE, ELEVATIONS AND SPILLWAY/OVERFLOW SHOWN ON GRADING PLAN).-----------------11 EA. @-CONSTRUCT DOWlN DRAJN CATCH BASIN PER DETAIL ON SHEET -N,.D~ _2!,.,...-----------~ ------· ------~---·· .___.....--~----t;· _ ?-~: .e,. ) CONSTRUCT ~~WAS~-;;;_------.. _____ _,.--, 304-1 (1 -GRATIE), ---------------1 EA. @-REMOVE EXISTING CONCRETIE CATCH BASIN AND LOCAL DEPRESSION, ________________ _ EA. @-CONSTRUCT CONCRETIE PIPE SLOPE ANCHOR PER APWA sm .• PLAN NO. 221-0. _________________ _ 60 EA. @-CONSTRUCT 36" R.C.P. JACKING PIPE (D-LOAD PER PLAN). ---75 L.F. @-CONSTRUCT PIPE HEADWALL PER CAL TRANS STD. PLAN NO. D89. _ 3 EA. @-coNSTRUCT PIPE CULVERT HEADWALL STRUCTURE PER CALTRANS sm. PLAN NO. 086B. ----------------2 EA. @-CONSTRUCT GROUTIED RIP-RAP PAD PER DETAIL ON SHEET NO. 2. (DIMENSIONS PER PLAN). ______________ _ @)-REMOVE INTIERFERING PORTIONS OF EXIST. STORM DRAIN. ___ _ @-CONSTRUCT 39• R.C.P. STORM DRAIN, BEDDING PER CITY OF IR"1NE STD. PLAN NO. 318 (D-LOAD PER PLANS). ____ _ @-CONSTRUCT CATCH BASIN TYPE II PER CITY OF IR"1NE sm. PLAN NO. 301. @-coNSTRUCT 30" C.S.P. TIEMPORARY STORM DRAIN, BEDDING PER CITY OF IR"1NE STD. PLAN NO. 318 (GAGE PER PLANS). __ _ @-CONSTRUCT 36" C.S.P. TIEMPORARY STORM DRAIN, BEDDING PER CITY OF IR"1NE STD. PLAN NO. 318 (GAGE PER PLANS). __ _ @-ABANDON EXIST. STORM DRAIN PIPE IN PLACE BACKFILL WlTH SLURRY AND SEAL ENDS. ________ _ @-coNSTRUCT JUNCTION STRUCTURE NO. Ill PER CITY OF IR"1NE STD. PLAN NO. 308,~-------------- @-CONSTRUCT 48" C.S.P. TEMPORARY STORM DRAIN, BEDDING PER CITY OF IR"1NE STD. PLAN NO. 318 (GAGE PER PLANS). __ _ @-coNSTRUCT BRICK AND MORTAR PLUG @-CONSTRUCT JUNCTION STRUCTURE NO. I PER aTY OF IR"1NE STD. PLAN NO. 306,,._ _____________ _ /12" CURB -------------- / / 'o \ I ;., \ 1,270 S.F. LUMP SUM 10 L.F. 279 432 95 3 40 EA, L.F. L.F. L.F. EA. L.F. EA. EA. MANHOLE FRAME AND GRATE n ., '- ALHAMBRA FOUNDRY A-1532 OR EQUAL PROTECTION BARS ASSEMBLY PER APWA STD. PLAN 310-D 3'-2" 12" CURB 1/4 x12" DOWELS @ 12" MODIF\ED CATCH BASIN PER APWA STD. PLAN 3DO-O W=3.0, V=4.5' R.C.P. PER PLAN L, J 55 1--G_RO_U_T_E_D_R_IP __ R_A_P_P_A_D_\...___ __ ._ ... ..__ ___ .~_, ____ .. _/\_. _______ , ____ .--_-_., ___ --_ .. "'-_-_---_ .. -_-· ,, .. ____ .. -~ ~1---=D.::::.O..c..:W.:..;N--=D.:..;R.:__Ac..:..IN.:___:C:...cA.:..;T-=C""'H'---""B-'--A,;,,,::S_;_IN-'-----,.-------------------------------- NoT TO SCALE V NOT TO SCALE \ > > ' '• ~ "' .. Q C')fN ... g ~ 0.. ~ ?i > ! 0 !!! 0 co "' "' ~ LC) It • / I C: ' i:j \ ~ \. ~ '] (· , I I j I ,I i/ I,_ \ = PERI. 25814 SHEET 2. OFZf I ,::_ G) z C $ OJ m JJ • I 0 JJ ~ z G) z C $ OJ m JJ ' ! / 0 JJ ~ 7 • 7 ,. f3 BAR IN BOND BEAM BLOCK 6"X6"in6" CONC. BLOCK. souo,--H CROUT M.l CELLS ' : • • f,3 BAR O 16" o.c..---:::::.t:;;;;;;tt--:. EX1END e"'xe·-W1.4xWl.4 WWN INTO SPL.ASli WALL F0011NG {SEE O.C.E.M.A. STD. PLAN 1321) N.T.S. SPLASH WALL DETAIL i--------4' -------~ 2' 2' 2% BERM NOT REQUIRED 'MiEN H i 1.0' 12"' BERM t I ' 2' I 4' THIS DETAIL IS TYPICAL F□R ALL LOTS 12 GRADED EARTH BERM AGG. 3 3' 1' MIN. 36" 1/2" RADIUS =11 [ ___ II I ---i1 \1- CONCRETE V-GUTTER s-, =r, ,11 ++--'"-=W.:::·=ac.:P.!P"=~iM;;:;.._1--.,,_' ,,1 I I I -,-------r- i· • .: x 6 pr,mold•d •:ttptJmiDII Joiat ,,11.,. --~ CONSTRUCTION NOTES AND QUANTITIES (SEE SHEET NO. 3 FOR O.C.E.M.A. DET,>JLS) ,';;\(I)--CONST. CONC. TERRACE DRAIN PER OCEMA SlD PLAN 1321, SEE DETAIL ON SHEET NO 3. ___ ..:,,6.55 LF ~ CONST. CONC. DOWNDRAIN PER OCEMA STD PLAN 1321, SEE DETAIL ON SHEET NO. 3. 1,815 LF ).:!, CONST. 3' WIDE CONCRETE V-GLJTTER PER DETAIL ON SHEET NO. 3. 700 LF ~©-CONST. DESILTING BASIN WITH CSP RISER PER CITY OF IRVINE SlD NO. 319. 11 EA 5 CONST. GRADED EARTH SWALE PER DETAIL ON SHEET NO. 3. 2,885 LF ~ CONST. TERRACE/DOWN ORAN TRANSmON PER DETAIL ON SHEET NO. 3. 14 EA 0--CONST. DIVERTER SPLASH WALL AS SHOWN ON OCEMA PLAN 1321, SEE DETAIL ON SHEET NO. 3. 65 LF ~ CONST. 5' HIGH TEMPORARY BARRICADE, CHAIN LINK FENCE, OR APPROVED EQUAL 6,235 LF ®-CONST. DOWN DRAIN TO PIPE CONNECTION PER SlD. 1331 AND CONNECTION TO EXIST. CHANNEL PER DETAIL ON SHEET NO. 3._____________________ 2 EA ~ REMOVE INTERFERING PORTION OF EXIST. TERRACE AND DOWN DRAINS. __________ 540 LF t:,,. .Jj,-CONST. GROUTED RIPRAP VELOCITY REDUCER PER DETAIL ON SHEET 3. 600 SF ~ CONST. GRADED EARTH BERM PER DETAIL ON SHEET 3. 4,000 LF e'..\@:: CONST. CONC. DESILTING BASIN OVERFLOW CHANNEL PER DETAI AND SIZE PER TABLE ON SHEET 5 550 LF l!Y,Q, CONST. 3 WIDE GUNITE DRAIN PER DETAIL ON SHEET 3. & 1 ~NOT USED ~ NOT USED ,.;;,@-JDIN EXISTING _______________ _:::::::::~.,__,,...:;,=;.,_-6.L~ EA ~REMOVE LS @-REMOVE AND SALVAGE EXISTNG BARBED WIRE FENCING. 2,560 LF ~ PROTECT IN PLACE. LS @-PROTECT IN PLACE EXISTING DRAINAGE DEVICES .. __________________ _ EROSION CONTROL CONSTRUCTION NOTES: @--PLACE DOUBLE ROW SANDBAGS - 2 BAGS HIGH AS SHOWN ON PlANS. _____________ _ ALTERNATIVE -INSTALL SILT FENCE PER DEf~L THIS SHEET @-PLACE SINGLE ROW SANDBAGS -2 BAGS HIGH AS SHOWN ON PLANS. ______________ _ PER O.C.E.M.A. STD PL'li 1328 • ©--PLACE SINGLE ROW SANDBAGS - 2 BAGS HIGH AS SHOWN ON PL'JiS. ______________ _ @-CONSTRUCT CMP RISER PER DEf~L ON SHEET 3 ____________________ _ LS LS LS LS LS 0 s: a:i 0 s: a:i Cf) s: > ~ z § ~ :::, 0 ~ iii z s: 8 ~ 0 ~ .... w "' ,-;:::-.. -.__o N c:i z w " z ~ 0 z ( \ \ ~ ;! ·1: 'i ' , I ·' ,, I ., ' :1 i ' ,, ' - -.:::-::=-- - - FLOWLINE PER PLAN 2% ---------~:---__ J. ___ - -_4_!)~~·--i 5 1' 5% N.T.S. EARTHEN SWALE DETAIL 5' i-------------~ 2'-6" 2'-6" >-----.-1------1 FLOWLINE PER PLAN HINGE POINT 6" X 6" W.W.M. -----7'fr- (SEE O.C.E.M.A. STD. PLAN 1321) N.T.S. 7" 6" 12· 12· 1 5' WIDE GUNITE TERRACE DRAIN DOWN DRAIN ANCHOR 8" 4" 3'-o" 4" 6"x6"-W1.4xWl.4 W.W.M.I I ,.-,.;--, o O o 0 O· <J• o/ :r< SECTION A-A i 8" #4 BAR 1----L::_~--DOWN DRAIN ANCHORS f4 BAR A CONSTRUCTED EVERY 1 O' IN VERTICAL HEIGHT AND AT TOP & TOE OF DOWN DRAIN (SEE O.C.E.M.A. SlD. PLAN 1321) 6 NQIE5. ... 0 °' 0 "'"-a. >"' "':::, Jz W-" ~z "-< J a. ,.=r I 3t' 1.5' 1.5' TERRACE DRAIN r DOWN DRAIN ANCHORS 3' '---B (SEE O.C.E.M.A. STD. PLAN 1321) N.T.S. TERRACE/DOWN DRAIN TRANSITION 12' 1------_____ _, 6' 6' 1' 2.5' 2.5' REINFORCING CONCRETE DRAIN PER OCEMA SlD 1321 Coner.I~ support wolf to be pltJC.d against 11ndi1· lvrMd ground I. Svpporrin9 WOii shall /tow o firm />lgrin9 D/1 IM nb;rt1d# ond agDtiul t/M ,.;11, tJf IM •n:twttlion. 2 Pr6mol""1 ,xpttMi(III Join! Ii/Mr p,r ASTM D-1751-7$ ID "' UHd In suppol'I for stHI pi,» only. 3. If 1r,nc11 width is 4 IHf or grHt,r.tnU61H14 oWlfl nn1'rt,n, of M. W. D. pip,, c-o.1:: ••• -,,port must ~ t:OMtrv,t,~ 4. If tr,ndl wi41h ii Ila thtlft 4 l•t,~lffn sand ~k- fill, r:ompar:1-4 10 90S tNutly In occordanc, ,,;111 th, P,Otlisietns ol ASTM Sltlndord D•/65?-'1'0 mcy 1w us,d In Ji•u of 1M r:o«nt, svpport rm/I. D ....,j CROSS ScCTION 0. • . , ~ . . =~t~.:: ;~~:-.:~ -~ :;i TYPICAL SIIPP M.W.D. P/1' 6' 1' 2.5' 2.5' 3•-0· CONCRETE DRAIN PER OGEMA STD 1321 6"x6"-W1.4xW1.4 W.W.M. 6" 12" Tr~nch widlll _[ 3"Pr1formtd ,xponsion .._~,.,,..,.,,,~,,::,~=~ Jolnf Ii/Irr Norcs J. This mt!fhod to ~t1•ust!d wn,r, lht! utility line is 24" or 91'/!Dlt!I' In diomt!tt!I' and Ille t:lt!oronce llt!lt11t!t!n fh• ulilily lint! ond M.W. 0. pip, is 12• or less. 2. Sp,r:iol protection moy !Je required ..,s'-'c=-=-C-'-T:~IO,_N"---!-A"---1 if /ht! utilif)' line diomelttr IS ,r1at1r than M.W. D. pi'pe or If /Ju: ~o••r or,r /hi 111/lily lint lo lht! str,,t sudoct1 /$ minimal and lht!rt! A 0.751) $(111(/ boc-k/NI is l2"orl,n Clt!oronce IJehtleenN.W.O. pip, ond Ille ullllly line. J. PreFormed erponslon joint fl/lt1r lo ~amply with ASTM desi9nation D-11.51-73- 4. M. W:lJ. rf!qut!sl.s 12" minimum c/,:arancf! wht!nenu passible. ~form,d 1xpansion Joint lill1r CROSS ScCT/ON Pl 171!: ~ W,171!11' a,;n,,rt' TYPICAL EXPANSION JOINT FILLER l'ROrEcr,oN FOR OVERCROSSIN/t OF M.W.0. l'll'ELINE ... is CL "' °' ' .1 .; ' i: l! :1 !i j I ' I ., ,, I .<i' ' :1 I 1. CONCRETE SHALL HA'-1:: A MINIMUM ULTIMATE COMPRESSl'-1:: STRENGTH AT 28 OAYS OF 2500 PSI; THE CONTRACTOR MAY PLACE THE CONCRETE PNEUMATICALLY. THE CONCRETE SHALL CONFORM TO SECTION 2621 OF THE UNIFORM BUILDING COOE. 3. THE CONTRACTOR SHALL PRE-1\8 lHE GROUND TO lHE SATISFACTION OF lHE ENGINEER BEFORE HE PLACES CONCRETE. lHE CONTRACTOR SHALL USE A EXIST. GROUND "'--.l.5•r 6' 2. R□NFORCING SHALL BE 6"x6"xWl.4xW1.4 waDED yjRE MESH OR APPR0\£0 EQUAL CURING COMPOUND v.HEN REQUIRED BY THE BUILDING OFFICIAL OR THE ENGINEER. N.T.S. 1 TERRACE DRAIN DETAIL BREAK THRU EXIST. TRAP CHANNEL REMOVE INTERFERRING PORTIONS OF 12" MIN. B GUNITE AND WWM ~~ COVER CONCRETE HEADWALlrmm~'<:""7.+,-- 18" OR 24" C.S.P. 14 GAUGE EX.CONG. TRAP. CHANNEL =--i f-L B liQIE;_ 6"x6"-W1.4x W1.4 W.W.M. SECTION GROUT CSP IN PLACE EX.3"DRA N 1. DOWNDRAIN TO PIPE TRANSITION SHALL NOT BE USED "'1THIN PUBLIC ROAD RIGHT-OF-WAY. C \ DOWN STREAM END OF EX DRAIN 71 ~·-a· ' 0 • ,;.; ··\\· -:... ::, ,. ' . . \. \ 1· ! ' . -/ "' , . V / 3'-a" SECTION 3' WIDE GUNITE DRAIN tt.i FLOWLINE . -::r • i •. I : 8-8 6' WIDE TERRACE DRAIN PER DETAIL ON SHEET NO. 2 12' 12' WIDE TERRACE ORAN PER DETAIL ON SHEET NO. 2 ,, 1, :,!! n ,,t, 0 .• ' ·1 Ek~·~18" INTERCEPTOR DRAIN A A J @ :I ~] ONLY J·. 4" 3• o· ;f. 1-----"-=''--- I oi·- L Cl~ l -.::-1'1 l""1 I ·1 N 95 ii ~~.,.:;.,c, J---=--'-----1 8 ~ i ~JLJJ,_};;a.-'di~~ NQIE5. fl.8li PERMIT NO. "' ' ~to-, ► 1. CONCRETE SHALL HA'.£ A MINIMUM UllTMAlE COMPRESSI\£ STRENGTH AT 28 DAYS z; ;: I 3 ,_ 8 • 1 OF 2500 PSI; THE CONTRACTOR MAY PLACE THE CONCRETE PNEUMATICALLY. THE ...__ ___ 1_2_s_s_1_4 __ c_c_P-1 ~" ,, EXIST WWM O BE . . CONCRETE SHALL CONFORM TO SECTION 2621 OF THE UNIFORM BUILDING CODE. -C:.£; ~~0~6t~~ WWM SECTION C-C 2. THECONTRACTORSHALLPRE-V£TTHEGROUNDTOTHESATISFACTIONOFTHE SHEET 3 ;;.; 1, N.T.S. SECTION AT INT OF Ex INTERCEPTOR DRAIN ENGINEER BEFORE HE PLACES CONCRETE. THE CONTRACTOR SHALL USE A □ f , CURING COMPOUND \\liEN REQUIRED BY THE BUILDING OFFICIAL OR THE ENI.NEER. ;; :) • -,,--~------o_o_WN_D_R_A_1N_D_E_TA_1_L ___ ----i .... ®=g _o_o_w_N_D_R_A_1N_r_o_P1_PE_T_RA_N_s_1T_1o_N_1_1N_TE_R_c_eP_r_o_R_o_R_A1_N_c_o_N_NE_c_r_1o_N __ ...i...;;®;;;.1_G_R_o_u_rE_o_R_1P_R_A_P_v_E_Lo_c_1r_v_R_E_o_uc_E_R___., ___ r_vP_1c_A_L_T_ER_R_A_c_E_D_s_L_o_P_E _s_E_c_r1_o_N ____ __.__0 _F_ 2_~ ..... v '. - I I, ~ D G) C z " ~ z 0 C ~ " ii $ ► D z [lJ "' n m ,. JJ 'ii 0 D z s ~ s ~1"' ,~ z I 0 r D ~ -~ n □ D ~ ' D D □ ., m D ~z g 0 ! • g < t,ii~i 2 a C z a " • ~ . ',. -" " D \ $ C ► < ~ i ~ 1 \.~ JJ ~ ~ ' s ~ 0 I " ... ~ I • " ti t ... "' ~ ""'- D s z a 0 r D JJ ~ ~ n ~ 0 0 D 0 ' □ ., " D g ~ ~ z g 2 a G) C z ~ " z ' ~ D 0 C C ' :;_; $ C ~ z [lJ _m n m ,. JJ C D 0 D z s ) ! ~ ~ z I ~ 0 0 JJ 0 -! D -~ " D ~ "I D ~ 6 9 ' i r --~--------------------------------------..-----------------------~---------------------------------------------~-----------------------.................. .....,,.('~°'-•·, CONSTRUCTION NOTES (SEE SHEET NO. 3 FOR O.C.E.M.A. DETAILS) \ 5 7 8 10 11 12 13 14 INDEX I I I I / X / 122.47 12 .36 X /v' I I X 120.78 X 121.76 X 123.83 X 124.45 0-CONST. CONC. TERRACE DRAIN PER OCEMA STD PLAN 1321, SEE DETAIL ON SHEET NO 3 ~ REMOVE INTERFERING PORTION OF EXIST. TERRACE AND DOWN DRAINS ~ CONST. CONC. DOWN DRAIN PER OCEMA STD PLAN 1321, SEE DETAIL ON SHEET NO. 3 @--CONST. RIPRAP ENERGY DISSIPATOR PER DETAIL ON SHEET NO. 3 ~ CONST. 3" WIDE CONCRETE V-GUTTER PER DETAIL ON SHEET NO. 3 ~ CONST. GRADED EARTH BER~ PER DETAIL ON SHEET 3. ~®--CONST. DESILTING BASIN WITH CSP RISER PER CITY OF IRVJNE STD NO. 319 ~@-CONST. CONC. DESILTING BASIN OVERFLOW CHANNEL PER DETAIL, AND SIZE PER TABLE ON SHEET NO. 5 5 CONST. GRADED EARTH SWALE PER DETAIL ON SHEET NO. 3 e,r--PROTECT IN PLACE ~ CONST. TERRACE/DOWN DRAIN TRANSmON PER DETAIL ON SHEET NO. 3 101 I- \------.. \ ',/.L,= 120.6 X 122.47 X 123.70 /1/ 'Ill!''/ JI I '3/43l I 1 I I ENT + 0 - ------------------~------------ X 121.52 122.79 X 148. 1 7 0% X 149.41 ------ X 103.46 X 120.64 X 147.50 BRUSH I I 146.50 x ~ I I I I N I I /-1 I I I X 98.21 NETROPOIJTAA I I 1 .... ::::::ru X g ~c:,UlO V 100.60 X 125.78 -- 7 7 s .I. ')f X =-"" ')fl 139.75 --v1 OF X X 138.82 120 110 - ~ 0 co ) 1 7.55 ' - (\~\ I N84'40 2 \ 110 14086 ~ ~ X 138.44 ~ I I I I I I I .., ---139.56 X 136.34 \ "' I ~ \ ~ - - - -"--I. --' ~ 135,34 ~ ef; X 1•1.s7 ~ OF . \ .,s 71.62 I c,<; \~1, ~ ,r, ----1-- \ "'" \ ~f~~E0 1 S E CORRIDOR I PROVEMENT PLAN P R CONTRACT -1 9 "" ' ci" % % ~ LI IT F ~~ \ ';i <l F ~ .; ,l C, ~ .., :,. ., :.: ~ ~ ;,, ::i r--'\"" "' ' .,.. u u -;;; ?i cri a:i i:i i " ' (0 C> C> "' ~ "' ., "' z Ii] 0 8 )'.';: < • , j 0.. 0.. g ;,a "' 0.. g "' L.. 0 \l! ~ "' "' "' i,:; "' .... ~ $ ~ C " ., ". a: ~ I" ;;!; 0: X ___,,'" 0 z "' "' i;. z ,,.~ N'-' 0 e . , 1· 0 = , C . , f, I I " = ~ 0 a • ~ = I { I /I I I I I s -!i ~ " < z C ;: ~ " 0 ' • > " " a 0 m " • < z C ;: m m " 0 ' rn > " " § ~ ~ ~ i5 z ~ z "' n > " 0 " le " r > z I 0 r 0 n 0 " ~ 0 ~ ~ i5 z . ~. z m n > C ~ 0 " ~ ~ ~ r ~ I ~ 0 n 0 " ~ 0 ~ z G) z C s IJ] m ::0 lti ~ll !~ l S3 0 ::0 ~ z G) z C s IJ] m ::0 0 ::0 ~ .., 6 9 4 7 8 DESILTING BASIN OVERFLOW CHANNEL 10 11 12 13 14 INDEX MAP [6" FREE 1.5 * Mox. Q BOARD OR ~ ¾f t.5 1 Sq. FT Per Acre Of OroiMge ;;::] 1 18" 1!7 s-0.0100 "B" PER TABLE BELOW . . ·, BASIN AREA Q Max 1.5 • 1.5 • 1S>F> 0 Mox Equiv. Acre NO. (Ac.) (c.f.s.) (c.f.s.) kea (S.F.) 1 12.0 29.7 44.6 5.3 12.0 2 5.0 11 .8 17.7 3.4 5.0 3 11.3 29.B 44.7 5.3 11.3 4 18.6 42.1 63.2 6.9 18,6 5 . 14.6 39.9 59.9 6.6 14.6 6 20.5 54.3 81.5 8.5 20.5 7 19.6 49.6 74.4 7.9 19.6 8 61.3 77.6 116.4 11.3 31.3 9 2.7 6.7 10.0 3.4 2.7 10 3.5 9.3 14.0 3.4 3.5 11 13.4 32.3 48.3 5.6 13,4 CONSTRUCTION NOTES @:::---CONST. CONG. DOWN DRAIN PER OGEMA STD PLAN 1321, SEE DETAIL ON SHEET NO. 3 @-CONST. 3' \\1DE GUNITE DRAIN PER DETAIL ON SHEET NO. 3 @=-PROTECT IN PLACE ~ -..J --GRAPHIC SCALE 20o1G eo 1&0 ~,l---1 ____ 1 ( IN FEtT ) 1 mcb = 40 ft. __-..... OT MO CATION ZO l<o (145 ~ ' "B" (Fl) 1 .3 1.0 1.3 2.4 2.2 3.5 3.0 5.5 0 0 1 .5 " "' FUEL - EX CHNN LINK FENCE BY CALTRANS (PL ±) PROTECT IN PLACE -..J 10· R/W 15'± 5' LOT 1/ LOT 2 le LOT 2/ LOT 3 2' 4' EXISTING MACARTHUR VARIES FROM 22'± TO 42'± , s· R/W EXISTING R/W MACARTHUR (CALTRANS) le 32' LANDSCAPE LOT 3 ' 25' R/W 18' LOT F k---1---2""8'__ EXISTING 1 o' 15' BONrrA CANYON l-!''-l-4--...!..S...-ROAD PER PROJ. ' 14191-1.lC -TO MACARTHUR BLVD LOT 1 TOP OF SLOPE BERM TYPICAL EDGE OF PAVEMENT LOTS B, C LOTS ANDD 1,2 'E. 99' 40' 59• LOT 16 23.5' 33' 42.5' f---"'""---r-----+=----1----'=------, LOT 17 L 16.5' 16.5' 32.5' 1 Q' I f-.~-i-c=-+----'=---i ,___ 45' 2· FUTURE SIDEWALK.,......---- ........---- FUTURE ROADWAY IMPROVEMENTS TOTAL COMBINED WATER EASEMENTS 168.4 2% -,,.,...-- ___, FUTURE 166.7 ~MEANDERING SIDEWALK 7' • I i.;:::: 12" DW ,\-1 !-2'. FUTURE 36" MWD 156.9 42" MCWD 24" IRWD-- 15• IRWD SEWER FUTURE SECTION "BA-BA" SCALE: VERT. 1"=40' SEE SHEET #7 HORIZ. 1"=20' OT 16 2' l I i-- SECTION "AA-AA" NTS SEE SHEET #4 & #6 'E. 99' 40' 23.5' 33' 16.5' 16.5' 59• 42.5' 32.5' 45' TOTAL COMBINED WATER EASEMENTS • I 173.1 2% 2%\ - le 1 o· -- TOP OF SLOPE ,-~ 2%MIN SECTION "AB-AB" NTS SEE SHEET #6 & #9 40' LOT 1 7 LOT 16 23.5' 2' 2· i-- 'E. 99' 33' 165' 165' 59' FUTURE CURB FACE 2r. -I . I SECTION "AC-AC" NTS SEE SHEET #6 & #9 42.5' LOT 18 32 5• 10· 45' --2' TOTAL· COMBINED WATER EASEMENTS • ! 178.5 -2% \ . -. - ANO 3 LOT II r=:11 PROP CLASS 1 BIKE TRNL PER SEPARATE PLAN AND PERMrr SECTION "AD-AD" NTS SEE SHEET #9 45' TOTAL COMBINED WATER EASEMENTS LOT LL 198.7 10' f-e--2, LOT 18 ---' ,½llim 11 ~· -----i I I Tl I 1, I I 11 "" ,,,. -.... A '-FUTURE FtfftJllt 12" DW FUTURE~ MEANDERING i\ _2% j ,~ ,Wm 1·1 FUTURE / =811"' n . ill Ill \ FUTURE 1s ~ 1--+t-~ -_.)--=~~--=::::s:=12~"=:D-Wf-!----- / FUTURE 7' f ~ SIDEWALK 171.3 SIDEWALK FUTURE ROADWAY ~-i--r IMPROVEMENTS 1--. 160.9 " 36 MWD 24" IRWD-- 42 .. MCWD-__, 15" IRWD SEWER FUTURE SECTION "BB-BB" SCALE: VERT. 1"=40' SEE SHEET #10 HORIZ. 1"=20' LOT 17 2% MIN A EXISTING BONITA CANYON ROAD 2' SECTION "BE-BE" NTS SEE SHEET #10 18' R/W 25' 5' 2' LOT HH 2% -l~lf.:::111b""Ti SECTION "BF-BF" NTS SIDEWALK✓ ! 177.3 SIDEWALK •. \ -=-----~-MEANDERING FUTURE ROADWAY i 12" DW ~TURE IMPROVEMENTS 7' LOT 18 VARIES D' TO 17' LOT 18 I i-- 35• MWD ) ~ 24" IRWD___/ 164.5 INV 15" IRWD SEWER FUTURE 42" MCWD-- SECTION "BC-BC" SCALE: VERT. 1"=40' SEE SHEET #10 HORIZ. 1"=20' t 18' EXISTING VAA 5 • VAA 2' BONITA CANYON i---='---1---"---t----"~-l-l-"-LOT 5 ROAD 2% - SECTION "CA-CA" NTS SEE SHEET #13 10' 5' 5' LOT 5 ~ 2' I SECTION nCB-CBn NTS EXISTING FORD ROAD SEE SHEET #13 & SEE SHEET #12 -2'.-j ~ 36" MWD) 24" IRWD 190.6 INV 42" MCWD SECTION "BD-BD" LOT 6 , ____/ 35• MWD . SCALE: VERT. 1"=40' SEE SHEET #13 HORIZ. 1"=20' 45' TOTAL COMBINED WATER EASEMENTS 24" IRWD 173.7 INV LOT 6 194.0 42" MCWD SECTION "cc-cc" SCALE: VERT. 1"=40' SEE SHEET #13 HORIZ. 1"=20' I • ' 0 3: ai i:i w z ~ l!l • ~ "' J. I" ., i's z 6 2 w ., "' > C w ., .. " '< ,. 9 a; "' " i "' w D. g "' w "' c1i "' ~ ~ ~ ;i "' "' "' cJ vi 0 . .,,. 3: 3: -II a:i > t-' (/) --:::, . "' :::, i:i < I w "' u w .. w ... .. :,: < Q u Q PERMIT NO. w ... a 2 I .m OJ ' n m > JJ C t ~ Q ~ ~ I ,I \ I i ~ ~ 2 I 0 0 r 0 JJ " ~ " ~ e ~ Q • " 'O 'i m 0 ~ D ~ m z s < z a G) ,1 C z I . < 0 ~ z I . D . 0 C " ' ~ 'i " s • > " z I !" (lJ " m > JJ , C I ' 'L' □ ' 2 • I I I :j I I '' "'! ·, I ! I ii " ' •'II ,i: " -l : ~ ,I ' I ' ' ' '. :~ J I a ~ I Q 0 Ll ,,I r " 'I 0 JJ a " "' ,, i Q ~ • t 0:: II ... ,_'J ii' ~ ::~ 11 m D a ~ z " .:., •IJ~itl < •• ,1' ' 7 ~ ;.J ii: L, ; :;. ·1· : "' ·-' " / <"l J:Xl Cl I '', j' ,-,,/ ~•CF ;,J' 4 5 7 8 ., 0 10 11 ~ -~ - 12 13 14 INDEX MAP 11 I Vi u, 0 f I ......__ GRAPHIC SCALE w ., ., ~ I ( DI FEE"r ) "' "' ff I 1 inch = 40 fL ! I ! I ~/ I ,::. 0 \ I I I r ( 1 2 ; T CT I 180 0 "' I I DARY/ LI IT I Ii'/ N N ;.., F u UR ~ CE T 0 SE R I I I DljG I! // .. I -" - J I I~ I I I 11 I I I I I ! I II I I I II I I 11 0 .... 0 ~ - A I / / I I I I I I I I,...,.,_, I I I " E OF SLOPE ,, (.) I 1-- 13 ~ ,,. 0014 2177562,96 0 ., 0 ~ NI:;: 6070683,83 0 N 181.78 "' " I-• 8c--i1o N I~ N CQNN <O...: ci "' ~~~ -,~ . "' ., ... II II II ~ ,, ,, "'I-... <I ~ II 11 "' I I j I I ;;; 0 X X 129.77 0 ~ Ll 126.65 X 127,51 128.64 155,23 I 2y I I I 1 ,.6 JI ' / t ~ 54 I I I I I I X 150.39 153.29 152.42 X X 154.63 --- X 153.J 7 15330 ~ X 151.44 I I~ -J-\, ~:-:=i~tt=Jj:s,;:.__~~=-=~:z:;;;:::;~;;;4£: 'f--..-L ,~-A -L.~~-~~ ----->... X 191.44 X 192.53 152,36 fcHLINE SEE SH CONSTRUCTION NOTES l'o\0)--CONST. CONC. TERRACE DRAIN PER OCEMA STD PLAN 1321. SEE DETAIL ON SHEET NO 3 ~ CONST. CONC. DOWN DRAIN PER OCEIM STO PLAN 1321. SEE DETAIL ON SHEET NO. 3 ©-CONST. DESILTING BASIN WITH CSP RISER PER CITY OF IRVINE STD NO. 319 ®--CONST. DOWN DRAIN TO PIPE CONNECTION PER STD. 1331 ANO CONNECTION TO EXIST. CHANNEL PER DETAIL ON SHEET NO. 3 ~ CONST. GRADED EARTH SWALE PER DETAIL ON SHEET NO. 3 ©-CONST. TERRACE/DOWN DRAIN TIRANSITION PER DETAIL ON SHEET NO. 3 (U}-CONST. RIPRAP ENERGY DISSIPATOR PER DETAIL ON SHEET 3 ~ CONST. GRADED EARTH BERM PER DETAIL ON SHEET 3 ~ @-CONST. CONC. DESILTING BASIN OVERFLOW CHANNEL PER DETAIL, AND SIZE PER TABLE ON SHEET 5 ~ REMOVE AND SALVAGE EXISTING BARBED WIRE FENCING -e,-PROTECT IN PLACE --- 1 4.36 1'18,77 X 15559 8-1 () ------j""-,------~ -~ / !=\ ~' --------L\._ r---L---I 147.65 --x--7-z;_ ---L _:_____ '\ ? X 14 43 I !:J i·· l.o ~ 153.93 ~\ ---- 156,5 TOP v~ BASIN ~""' I 53. 8-10 155.94 X I I I I 10\5 LP " ~ 1\ 2 -" P OPOS S ORM LNE "A" EE S \ \ "' 0 ~ "v> "'· \ \ ~ \ 2. D IN ET 1 ) co V, 11 Ii "' "' . % 2.0 X LO :0 I 94.75 ) 77.33 ' , 7: X 74,C I w w (/) "' w :;; Kl 0 ., ., V, V, w "' oc ~ =, =, 0 "' ~ -'z "'o 0 ~ '-' '-' " " z z w es i "' ~ ~ " z !2 ., s: w a: ! ~ V, V, :li ::, ,,, N " 0 0 " z w ""' ~ g N V, ~ 13 • co ~ s cl 0 '" w ' i§ V, )2 i,:; oc oc ~ ~ .... ~ ~ I N • ~ s::. '--.... ~ " N -0 z "' a, a, 0 0 if) a ?i 3' 3' . .... ~ II ai cri > I-' (/) :::, 0 0 :::, i:i <( '" w z f " w " 0 .. ... oi < w ,_ < w a: :i: < 0 Q Q 0 Q ., I-"' 0 Q_ w oc t" <( "' 0: X w 0 z w Cl) z w '-' ::l z <C w!z: _J zi _ .... w I' o_ >~ Ez ..--rY"W n l'.) ~~ X \a4~U LO z . ; ....L. ..--0 l,L ~ ~ f-<C 0~ f-et::: Q X ~<( U r"I >~z 82 40 2 <C "-..,I ;:: 1 et::: !::: I 73 f-(/) I '\O (/) '-'O <C 2 ~1 ~ i l PERMIT NO. 25814CCP SHEET 6 8-24 OF 24 " • 0 a I ~ " ~ m " ! " " 0 z < z ' C ~ ~ • m " % 0 " ~ I- '" Cl E d "' 0 ai " cf, " "' ' " ~ ' -- l'.J :, "' •.D 0 ' c.. :,: ' / V) I-w w I (.') / V, w ~ ~ "' <[ "' " ·ro l'.J 2 I 0 5 n 0 'll 0 ~ 0 z . ~ z /TI n ~ C ~ 0 u z ~ u > z I 0 r 0 n 0 l! 0 ~ G) z C $ [Il m IJ 0 IJ ~ z G) z C $ [Il m IJ \ ' I 0 IJ ~ z ~ ~ ~ '-I \ \ I ' ( 4 6 9 5 8 11 3.3,i 2. Oil. ,o P SEO RAI sy T / 81 5 I c.o I-w w I (/). w w (/) U) w r 0 .,, "' "' z "' < ?,; "" U) _J I u I- <( ~ 2 ' I I l I I 1:1-.. ·-o I 124 WATER TRANSMISSION EASEMENT PROTECTION NO JUST,,PRIOR TO THE COMPLETION OF PRELIMINARY GRADING THE TEMPORARY BARRICADE/CHAIN LINK FENCE", MAY BE REMOVED AND THE EASEMENT AREA GRADED PER PLAN. EQUIPMENT ALLOWED IN THIS AREA WILL BE SUBJECT TO MWD, IRWD, & MCWD APPROVAL. \ : 1985+2 2 AV/AR TOP OF S \ \ \ CONSTRUCTION NOTES MATCHLINE SEE SHEET 5 ,,;\0-CONST. CONC. TERRACE DRAIN PER OGEMA STD PL<\N 1321. SEE DETNL ON SHEET NO 3 ~ CONST. C,ONC. DOWN DRAIN PER OGEMA STD Pl.AN 1321, SEE DETAIL ON SHEET NO 3 ~ CONST. 3 WIDE CONCRETE '✓-GUTTER PER DETAIL m~ SHEET NO. 3 ~ CONST. TERRACE/DOWN DRAIN TRANSITION PER DETAIL ON SHEET NO. 3 ~ CONST. DIVERTE~ SPLASH WALL AS SHOWN ON OCEMA PLAN 1321, SEE DETAIL ON SHEET NO. 3 ~ CONST. 5' HIGH TEMPORARY BARRICADE, CHAIN LINK FENCE, OR APPROVED EQUAL @-CONST. DOWN DRAIN 70 PIPE CONNECT!ON PER STD. 1331 AND CONNECTION TO EXIST. CHANNEL PER DETAIL ON SHEET NO. 3 ~ CONST. RIPRAP ENE GY DISSIPATOR PEK DETAIL ON SHE T 3 ,J,3,--CONST. GR<\ ED TH BER~i PE:R DET/,IL ON SHEET 3 1 CONST. C~~J Cl ILTING BASIM OVERFLOW CHANNEL ER DETA~, AND SIZE PtR TABLE OJ\' SHEET 4 CONST. 3 W DE GUNITE 0?-.AIN PER DETAIL ON SHE NO. 3 ~ ~~"" ?ROTECT IN -CE C'.; \, o, .... ,,, ./ ~ "'•1 (J, ~ OOry I 24.80 I TOP OF SLOPE • X 16 7.61 X 166.8:? X 64 16 1~ 1S5 ~ _ .. )~ ~~ 17~.lG X OJ X 172.E:3 I- ! 7C.G2 w F \, 7 ----'"--f'T'\'171-9-tf-1-f--j+-J i..-<. ~f--t\--\1Hti.-\~-/---~;:::------\.--"M:--.~-\--+-\---\----\-~-",--\--+-i-......_-~::;;--=-,4----1,L__-/---I.J-------'I t--\--\--\¾-\-~N'1~t7L._ ___ ¥:f-----rc::___::~-+---i/__+--..::,,,,s::---\---7°°-=~1:;.;"2::.:::2":....· _:__+~~-r~,.Z:::.=-~-.\:1-+-./-,l-,l-_jf-,L'.:../-----:I I 1;; 1 (/) ,sos D\LI HT I 62 LO N -~ Ui • X JSO .:3 OF SLO~ \ ~ "' 0 ,.r u, :'..Jl C \ 'ii ~- X X )64.4;°;' \ w \ 0 16 168 42 \__J 17fJ 91 X LOTx e 17;_3, ( X 69.95 (/) \ .,. ' \ )<"c MATCHL INE SEE z "' -< m " "' " 1n w □ ~ " m ' ~ '" ~ m ' v ' - u 3; m .. " w z "' -U) w 0 "' "' v .., u (f) 3; "' m > " .. w ~ "' u w 0: :i: 0 u N CD "' "' . - I-en ::::, "' ::::, <( .. w ,_ -< 0 z < 0: " w -z " " u " 3' "' □ 0 < ,-' -g " " z □ "' " w ~ 0 ~ ~ w ~ ~ 0: ~ m ..__ ~ ' N U) z 0 -U) -> w "' w ,_ -< 0 0 z 0. X w 0 z w U) z w u --' 0: w w z ~ w -' > u w zZ <( -1-z _J I'-[]_ >~ O:::~ <( -0.. w Cl ~ u z w. • 0 " ~ " > • z .m n s r ~ 0 ~ ► ~ ~ z I 0 r D a • n rn 0 e ~ ~ • rn O g ; ~ e z B -i z " ' ~ . , 0 " " - " ~ ~ D z !" 0 ~ Ii " z s ~ ~ z z 0 r 0 0 ~ 0 e ~ 0 !j ~ m 0 ia • ~ rn 0 ' z B !, ~ z 0 ffi , D 0 ' ~ " > -D z .m 0 ~ C ~ 0 ~ s GJ z C $ CD m Il w"' ifjj l ~ ~z Ii; ~ " Il ,. ..fl 0 Il ~ z G) z C s: CD m Il ; 0 Il ~ z G) r r 4 5 6 7 CONSTRUCTIOKI NOTES G)--CONST. CONC. TERRACE DR/>JN PER OCEMA STD PLAN 1321, SEE DET/>JL ON SHEET NO 3 ~©-CONST. CONC. DOWN DR/>JN PER OCEMA STD PLAN 1321, SEE DETAIL ON SHEET NO. 3 r.::l\ ~ CONST. TERRACE/DOWN DR/>JN TRANSITION PER DET/>JL ON SHEET NO. 3 ~ CONST. GRADED EARTH BERM PER DET/>JL ON SHEET 3 9 10 ~ PROTECT IN PLACE r LANDSCAPC LOT 128' 7' L4NDSCAPC LOT 12 INDEX MAP ' ', ~ ~ACT ,l!GtmUAR~ ,._ ,_\"_/ ~"- / I ~,,,..~~ \ \ ! \~( / -~ ' \ ~ I ~v ll= -+~~M~n~~~ritS~~~~~~~~0.w~.oo_ ~ ) ~ "00 "t,'~~ ~ ~ ". ·~ ~ /~:---.... ' "~~ ~ '}di,:/) < /4 ( c;,,. ~ ~'. ~ ~ \........-----._ '~ ~ ~ 00 ~ C: '~ ~"' w \ ' Z =~s ' = =11 ~-1---~ 0 \ " ' 25' IANbSCAPl LOT 126' 17' WJ/JSCAPE LOT O 1.UIS J;.16,18 ' 6J' VAR/£S 6J' 5. 0 LOTS !~6,7,8 VARIES JJ' 3J' YARIES ., j' 10' ' 15' 2,· 5' 5' 8' ,_ -.~ ~ II' BJXE VAl!lS TO VAR• <o ~ ~ -. 8' ~ ,_ LAN£ /AN[ SW \" ~ Ir' " 1" a_ z2,r 2.21< ,. ' -~ OS£I! CLASS I PR()a BU<F 711AJL ARATE PLAN PER SEP AND PERMIT ' . FROM t • " ~ " G'i - \" ~ CLASSI / PROPOSfl) fJIKE TT?Afl PfRSfPARA AND PERMIT 7£ PLAN • 10' dL. I/ 'I ~ ' It ' ~ PRCJPOSEl) 8' BUffALO £AST'LY ' . BONITA CANYON ROAD MACARTHUR BLVD EAST TO PRAIRIE (EXISllNG) NTS 128' .. WIOSCAPE LOT S8' 70' 0 LOT 9 6' jj' " ,s• 5' 8' 5' t ,__ -'BIKE 8' BIK. SW ,_ &: LAN£ Wif G'i j Z2/( " " _£2k ~ ~ ~ t I BONITA CANYON ROAD FROM PRAIRIE EAST TO TRACT BOUNDARY (EXISllNG) NTS 23.5' I.ANIJSCAP£ jj' LOT NN 12' !J:.5' 16.5 16.5' LOT LL SW ,. 45' WA1f1it fAS[j/[NTS -;j ;j ,_ ,_ l, ;;: \SW ,?!l_ ,. -Z2rl 22X - 1 ' "P.:' STREET (PROPOSED) NTS ,a· lNOSCP LrllQQ ' .. ~ 23.5' U.NbSWE JJ' LQT GG 12' 5' 6.5' ,~s 15.5' J6.5' WiDSCAPf ,- SW ~2Z - ;j ~ ~ ,_ ,_ ~ -~ "' 2-2'< 2.2X 2% - 1 r "B" STREET (PROPOSED) NTS lOT DIJ '> " ~ ~ ~ ~ ~ ~ ' I ~~ ~ !!._1;:1 f o,., ~ ~ ' -"' ' ~-_..:d-.;:--..._ "' ~ ~ f 1rx -=--:, 83.88 _ \ VI I ' -·,- 23 / --- I 145.2& . X 90.4 158,514 X '!RAC QUND 9275 X 93.69/ 0 LOTS 5. 5J' 75• ;, 0 LOTS 6 /,ND 10 ~1----~----t-------'-'------------1~ ,.. ~ ~ ~ ' 'I- t ,_ ~ " ~ ~ ' 1J' 5' SW ,.IL... JJ' 55' 5' IJ' ~ 1-----------isw ~ BUFFALO/PRAIRIE ROADS (EXISllNG) NTS 100' 16' lNDSCP LOT 0:: 50' 50' II LOTS 6,7,8 ~1---------+------------l ui 4' J2' 16' J2' ~ 6' B SW , .. 66' IJ' 5' SW 'B!KE LAN£ a_ I ¢ S' IWOPOSED SJOfWAl.K 45' FORD ROAD (EXISllNG) NTS 132' VAR/£S VAR/£S ,S' VARIES 2.2% 221< BISON AVENUE (FUTURE) NTS 66' IJ' 24' !NbSCP LOT t 0 LOT C ,. ~ "' ~ ~ <\ " ~ (j (j [f) ;: ,:: ;: ai (D > c Q w z w z "' " ;, I.) in " w w a: :,: Q Q I.) C o) -r ,.. ;l "' 0, 0, -. -I-V, ::, Cl ::, <( w I-< Q ~ ., z 0 ., ;;: w IC ~ .. Q 0 z 0 ..,. II - w ..., < 0 .. 0 z w "' i:5 " :J ' 11 ,, ' I ~ ~ ~ ,, ,, 1/ I I I a I =; :-• ' " I • 'I ,I " 0 < ' • ,, ~ 1' " ·I 1, ,I ,I ,, 'I I ! I I I I ~ 0 " ,i s , 11 • • ti a I[ ,, 'I ,i I ,I !! ' ' ( I ,I I J ' I , I ., , I 'c ' c_ ' ,: / = I w C ~ e I " > " _m ~ C ~ 0 TI z s ~ ,; 2 ~ 0 r 0 " n m 0 0 ~ '8 0 D ll m < z i5 C z < ~ " . 0 " ~ ' • D z '" n ► r ~ 0 ~ ~ ► ~ ,; z ~ 0 r 0 ill n ~ 0 0 '!I m 0 " ~ m < z 0 C z < C, M . D 0 " li c, > " " m n I' ~ 0 TI 2 s z C s:: CD m ]J \ ! u.~ 1~35 ti~ :,... - ll~ ~ t ~ "' ' 0 ]J ~ z G} z C s:: [D m ]J / 0 ]J ~ z r.i /· I 5 7 8 10 11 13 14 INDEX MAP 17,84 RES 217.11 L 19 ,6 0 t .),, I I I ,t, I I • ID - . 0 C! \ :: "' I I I I \ I \ I I % ~ - ' 1' " ~~ "' "' . "' -"' - 0 0, IT -, !'.; .; . "<I ~ ' 0 ( \ \ !95 L ___ _ 'ii \ I\ \ \ X 195.69 196, 3 ,,. , (i I 5,34 X 194.78 ---- NOTE: THE LOCATION OF THE GEOTECHNICAL SETBACK LINE IS APPROXIMATE. FINAL SETBACK WILL BE DETERMINED WITH THE FINAL VERTICAL GRADE OF THIS AREA. ADDITTONAL GEOTECHNICAL ANALYSIS WILL FOLLOW. SEE SHEET MATCHLINE ~ O'.;, ~ l ~- X 194.44,_. X I a;, " 1189.76' T-43 () 179 192,6 X X 194.17 X 191.e, 0 -44 ~ IBO ~197.29 8 0 4 -- • - _BONI --- 6 195.SG CONSTRUCTION NOTES (SEE SHEET NO. 3 FOR O.C.E.M.A. DETAILS) 0;;;;:;-CONST. CONC. TERRACE DRAIN PER DCEt.tA STD PLAN 1J21, SEE DETAIL ON SHEET NO 3 r.,.~ CONST. CONC. DOWN DRAIN PER OCEt.tA STD PLAN 1321, SEE DETAIL ON SHEET NO. 3 ~ CONST. DESILTING BASIN WITH CSP RISER PER CITY OF IRVINE STD NO. 319 ~ CONST. GRADED EARTH SWALE PER DETAIL ON SHEET NO, 3 ~ CONST. TERRACE/DOWN DRAIN TRANSITTON PER DETAIL ON SHEET NO. 3 r.;:,. 0-: CONST. DIVERTER SPLASH WALL AS SHOWN ON OCEt.tA PLAN 1321, SEE DETAIL ON SHEET NO. 3 ~ REMOVE li'ITERFERING PORTON OF EXISTING TERRACE AND DOWN DRAINS ,.:,. @-CONST. CONC. DESILTING BASIN OYERFLOW CHANNEL PER DETAIL, AND SIZE PER TABLE ON SHEET 5 ~ JOIN EXISTING ~REMOVE ~ PROTECT IN PLACE @-PROTECT IN PLACE EXISTING DRAINAGE DEVICES \ / I/ 115 120 125 l:Jo 135 l<o 145 150 lSS DESILTING ASIN #5 ~ 150 SEE BONITA C N ON IMPROVEMENT NS ER PROJECT 14191-MC \ OAD Ei----..1..~::::t~ -=-~~~~=~-=-~=t~.~+--1~:t-iffi~~~ 172.4 10.14 ) ~ w w ::r::: (/) w w (/) w z _J ::r::: /U ~ <( 2 [(] 0. g ,,. .., C "' z 0 ~ ~ z g " "' => :,: Iii !al ;l ~ 0 .. <.> w §1 0. "' ~ iii ;;: w a: \ \ ~ ~ C "' :, !Q , I z ~ §1 s ~ C :; 5 "' ~ .... m ,!, I a !ll ., ;;; l!i " "' 0 ., "' § 63 ,,. ~ .... ~ "' $ fij " 0 !I! 0 z <( _J I'-o._ ,,---n (_') LO Z "' "' "' - la! < C ~ w 1-z w :Iii ,,---0 LL~ ~ ~ <( 0~ ~ u er:: e - <( (_') >!i ~ I-::, m er:: :Iii 'j' ~ (/) u-l!l 3 (/) 0 ~ w <( ~ 2 ~ w Q " "' l'.J I "' 1------'---I ;;; PERMIT NO. Cl\ ID I 25814CCP ; I / ' 1--------1 " I I I I MATCHL I N=E SEE SHEET 12£ • s::•r :4 r ----------------------------------------------------------------------1------I:/ G) z C ~ [IJ m Il 0 Il ~ z G) z C $ [IJ m Il 0 Il ~ z ... 6 9 ' 4 5 8 14 INDEX MAP 1-w w ::r::: (/) w w (/) w z _J ::r::: u 1- <C 2 ~ \w X WATER TRANSMISSION EASEMENT PROTECTION NOTE: AT THE NEAR OF COMPLETION OF PRELIMINARY GRADING THE "TEMPORARY BARRICADE/CHAIN LINK FENCE", MAY BE REMOVED AND THE EASEMENT AREA WILL BE GRADED PER PLAN. EQUIPMENT ALLOWED IN THIS AREA WILL BE SUBJECT TO MWD, IRWD, & MCWD APPROVAL. 90.50 \ \ \ I T OF GRADING f- z X 1 .o ., \ ~ -- 0 u) E MDI :n N 0 15 .5 ✓ ... I X \ 164.30 ~ ~ X 0, ::i "' -,;; -"' l ; " .., \ l>o \ ., \ /6: "' ""' 0' MA TCHL I NE SEE SHEET 1 2 MATCHLINE SEE SHEET 165.33 17526 ' ~ X 190.78 194.15 V 7. I 189.48 X CONSTRUCTION NOTES G)-CONST. CONC. TERRACE DRAIN PER OCEMA STD PLAN 1321, SEE DETAIL ON SHEET NO 3 ®"'-=-PROTECT IN PLACE ~ CONST. CONC. DOWN DRAIN PER OCEMA STD PLAN 1321, SEE DETAIL ON SHEET NO. 3 lzi' PROTECT IN PLACE EXISTNG DRAINAGE DEVICES ~ CONST. GRADED EARTH SWALE PER DETAIL ON SHEET NO. 3 'er ~ CONST. TERRACE/DOWN DRAIN TRANSmON PER DETAIL ON SHEET NO. 3 ~ CONST. DIVERTER SPLASH WALL AS SHOWN ON OCEMA PLAN 1321, SEE DETAIL ON SHEET NO. 3 ~ CONST. 5' HIGH TEMPORARY BARRICADE, CHAIN LINK FENCE, OR APPROVED EQUAL ~ REMOVE INTERFERING PORTON OF EXISTNG TERRACE AND DOWN DRAINS ~ CONST. RIPRAP ENERGY DISSIPATOR PER DETAIL ON SHEET 3 ~ CONST. GRADED EARTH BERM PER DETAIL ON SHEET 3 • 171.B4 ~ ~ ~ BRUSH MATCHLINE SEE ~ ' SHEET GRAPHIC SCALE .. ! . ( IN FEET ) \80 \90 1 3 •-::-o , .. \ , .. I \J .,- I-w w ::r::: (/) w ~'o w (/) w z _J ::r::: u I- <C 2 ------ w a. g (/} s ::> CD I 'f}. z <C _J I' o_ 0 1-<C u 0::: . ., z 0 ;;; > w a: ci z Lu "' ~ "' Lu ... z ci i5 ..., 5 u <C (_'.) >~ 0::: I-::, I-(/) -1 (/) I ,o <C '-'(.) 2 PERMIT NO. 25814CCP SHEET 10 OF 24 ' I \ \ :I ' ': I / ' ' r \ I f-' (/) 0... 'i ,: d Ci d I \ ~. _,,,, P'.1 ,! o,,I 7' / □• ' < - ~ ~ a , 0 " ' l1 • ;; > " z "' '" C ~ 0 "" z j, z C $ CD m II \ I 0 II ~ z G) z C $ CD m II 0 II ~ z 4 5 6 7 9 INDEX MAP / ---...., ~ ~ GRAPHIC SCALE ( Ill FEl:T ) 1 lnch "' 40 ft. I I T 1 TOE '> 182.14 I ,, ~ '> X 181.63 X 181.56 r-----1so:,j--_.:,,_s;:::::::::::=-,-X 183.72 , .. I !/2 :1 X "!9 $' '\, ~ '> ., 0 / '°' :f ~ ~ ,{' ... 189,74 V/ 197.74 I/ 198.64 I 196.86 CONSTRUCTION NOTES ~ CONST. CONC. TERRACE DR.AJN PER OCEMA STD PLAN 1321, SEE DETAJL ON SHEET NO 3 0-CONST. CONC. DOWN DR.AJN PER OCEMA STD PLAN 1321, SEE DETAJL ON SHEET NO. 3 ~ CONST. DESILTJNG BASIN WITH CSP RISER PER CITY OF IRVINE STD NO. 319 ~ CONST. GRADED EARTH SWALE PER DETAJL ON SHEET NO. 3 ~ CONST. TERRACE/DOWN DRAJN TRANSmON PER DETAIL ON SHEET NO. 3 l.!_1,,--CONST. RIPRAP ENERGY DISSIPATOR PER DETAJL ON SHEET 3 ~ CONST. GRADED EARTH BERM PER DETAJL ON SHEET 3 @ CONST. CONC. DESILTING BASIN OVERFLOW CHANNEL PER DETAJL, AND SIZE PER T,t,BLE ON SHEET 5 93.49 94.74 X \ E 95.59 \ I 1 L I F NG ------ I ~ \ Wetl nd'\ tion ite 0 25 Acr s ( ------:;,L...--1s1rt---x---/---\,----\--I I ~ ::--::-,...t,i::::>'1.:zfillilll..ll3/::::::::::~:lf-1-_!.l8~5-3~6 -1-----\,.......::::~~-,:,4---/-l-~~------;H~-1--h__:\+i+--l~~,)l__..!___!_1___!':l,,,---,!__----11_--1-*~----,L___:::,~~;/p.l-X-~~ ~~ct~' ====:t1--t¥=-__J,.t-_--~~+;r-¢~~===~r-7'r~~~~~ ~ 184 .. ": 185 B §f 186 190.53 X 6 -i' ~) 189.7~ -,fl c,'a ,eo ,,,__,.- \'i,. R = 20.00' L = 34.12'r-o4/ \e'l- .;;- ==~_:::__:~_::-=--=~~I~~:t~:~~~~~~:::::::::~~~~~==r=-==::;.::,,+c:::::::::::::::::~~,::--~2R~=~{f~~-__!MJZ,71-1= L = 13. = L = BRUSH 185.16 f II I / X \ 183.54 X "'" ... J? " 174.30 0 ~ X 173,18 __/ 174.36 \1" .; 2 i;i s "' -:J .. :i: ,0 ~ !: 5 ..J "' d .,. ;:: ;J r a- :t ' '" '° a, a, u u ui ~ ~ ~ rn rn . -I-(f) ::, '-" Q Q w I w z "' " u iii .. w i!f .. "' ., " ::, < Iii .. .. " • " u +> 0 z .: ., <C {!j I -0 .., "' 0 -., ~ ~ z " -.: ~ -pa:; 0 i:aa:l (.) i:aa:l .: z 0 tllJ "' •n -" ,,_ " z w ~ .. i:aa:l A 13 PERMIT NO. ., z g ., > w .. w ~ ~ 0 z 0 .,,- II ' - Iii .. " " ., ~ < C, a: X "' 0 z "' V> i'5 (.) :::, ffi "' z 5 i:i .J :,; 13 25814 CCP SHEET 11 OF 24 -' 0.. z / V, c- C, w :r " / V, w Q " " ... f§ " ' N" .. / <'-cO 0 G' "' " " "' " ...._,,, "' " NO' "" "7 0"' □ '"' "' ,-"'□ "" II "' •W z-' , G'. l\ \ r . ' ii ' ;: f •I I r: 1: ., •, i l I ' ii ' ,, ,: 1,1 { " ~ :1 ,. ,I ( i C ~ < m g m D ! 0 ' I " i )> D !" 0 )> C a l1 " " r;; z :r □ r □ 8 0 e □ g D D = 0 " m □ 0 D ~ " ~ 0 z □ a C z • < m e ~ " 0 " ~ 5:i ;, !i " z .m 0 )> C ~ □ D z " I I " r;; z I □ r □ 8 0 g □ " D D 0 " ~ □ • ~ ~ z a . C z ~ ~ 0 m • D 0 ' I .. " ~ )> D _m 0 )> C ~ 0 D z " " ~ I □ r □ il ~ 0 a 0 □ " D D □ " m □ ,i D ~ m < ' " ~ \ I ! z C s::: [Il m ]J i ~ li~jl :£~! lli t~ ..... ...... C, "" ~ ' \I~ ' '\I ~ ""' 0 ]J ~ z G) z C s::: [Il m ]J 0 ]J ~ z G) 4 5 6 7 8 9 10 11 13 14 INDEX MAP 198.60 ~ I ~ X 197.83 X LS.80 ) J MATCHl~NIE S[EIE SHIEIET SJ \ "' "' " \ \ \ \ I \ \ lJ I ' ~ I ' (I (,,-- \ 106 l 91017 2175877.29 6071910.55 1ss.c3 \ 115 ,-------t--..._ 12.0 C MATCHl~lNllE SIEIE SHIEIET 1 (0) 190.29 184.12 / X ,.._ tJ Ji '-~ ., ( IN FEET ) 1 Inch .. -40 fl .. co .., .. ., .. <O 0, 0, u u en 3: ~ 3: --a:i (D > t;; ::, (!) 0 ::, 0 <C Ill l Ill z " ~ 0 iii ,c Ill ,-. Ill a: :,; "' C " 0 C PERMIT NO. ., z 0 jjj s: Ill a: Ill !;; C -0 z 0 .... II • - iii .... ,c 0 "' .... "' l[ w "' le! < " a: i:i 0 z w "' ~ :, ffi w fl Q .... 5 u 25814 CCP SHEET 12 OF 24 ru I CL :s: / u, .... w w I C, / u, u A " NG:'. -co ~ I n" ,/ "'"' 0 cr, If; ,.._ ~ "'cr, -.. / "' ~ 0 cr, ,2: n, o'" 0 "'' rr-,/ "'□ ~ II ·W z .... -"- I I I I e ~ ~ 0 " 0 , - " ~ I I I ~ g 0 " • • ~ a C I I l: 4 w ~ • □ ~ ~ u s " " m n /' ~ 0 "' z ji ~ ,; z I 0 5 " " m 0 i ,l m O ~ ~ < ~ z B ~ z w ~ . C ~ ~ " z m " s C ~ 0 "' z ji ~ ,; z :c 0 5 ~ n C 'il " C ~ ~ 0 ~ ~ % o C z < w m • " C " ~ u s " z m n ,, C ~ 0 "' z ► ~ ,; z :c 0 r 0 " n a 0 ~ " ~ 0 w ~ < z C s:: [D m JJ Cl) ~ f~t □ ~1 .....,_ Ii: ~ 'i ~ 0 JJ ~ z (j) z C s:: [D m JJ 0 JJ ~ z ,...., 4 5 6 7 8 9 10 11 12 14 INDEX MAP ) 185.32 w X -----------i l/ X :!.' 189.39 LOT16 189 6 X 190.34 185 185.67 Mffe\TCHl~lNlE SEE SHEET 1 (0) X 19l.26 D E~N~-....,:.-';-71\J tof:~o 2 tr"~I< .. --LOPE PROPOSED ----., / STORM ORAlN ;1 '/ -LINE "E-J,f-::::'\'---~ SEE SHEET 20) t :: ' Q~ d"'-· "',if 0 C. ;j <t -C •~ l.i.-~ .:i ~ 0 '1111 °' o /( 'II/ i...., '<" _§,ct: I ---clJ:' I OF SL Q 198.[2 + X l\ I \ OPOSED:},~,_-----!'f-----.... ORM D NE "£' \l;SSHEET 19) (lJ - ):( ) 40 ft. 1--. CONSTRUCTION NOTES ~ CONST. DESlLTING BASIN WITH CSP RISER PER CITY OF IRVlNE STD NO. 319 @--CONST. GRADED EARTH SWALE PER DETAJL ON SHEET NO. 3 WATER TRANSMISSION EASEMENT PROTECTION NOTE: ~ CONST. 5' HIGH TEMPORARY BARRICADE. CHAJN LINK FENCE. OR APPROVED EQUAL ~ REMOVE INTERFERING PORTION OF EXIST. TERRACE AND DOWN DRAJNS =-CONST. GRADED EAJRTH BERM PER DETAJL ON SHEET 3 ,,;;s,®-REMOVE AND SALVAGE EXISTING BAJRBED WIRE FENCING ie,r---PROTECT IN PLACE 199.51 T~OF 200,63 X MATCHl~lNlE SEE SHEET 11 ~ 195 JUST PRIOR TO THE COMPLETION OF PRELIMINARY GRADING THE "TEMPORARY BARRICADE/CHAIN LINK FENCE'.', MAY BE REMOVED AND THE EASEMENT AREA BE GRADED PER PLAN. EQUIPMENT ALLOWED IN THIS AREA WILL BE SUBJECT TO MWO, IRWO, & MCWD APPROVAL. 184.06 r-t===-tc:.:__::_::::_:..:.:_ ___ ~-191---\~~r=..___l_x~B-.7~8:---~=====~~~~~;:f~======;;;~T~~J;~iJ~ 1,CC 200.55 1009 2176203.28 X 6073999.53 ( \ \ 192=~=7,L _ _..:,1:::===~~~~~~~~==7~s;=7"!_--~1t====/7~~~-~~J~~~::::::~=±~\\-197.21 '----ti-1\1\f----t=;:;;:-,.____--'(§r-'ffil.1<: T-7 () 197.58 h 20355 ~ OT18 '~;~T~l~~+~~W-:J \ . 485 \ , _ x\ ·"x x O °' TOE oF SLOPE I 204.18 'b 0 - 0, - GRADE BREAK 199.50 ?" n X --- -- - 197.69 - X -- - 205.48 w w X ~ 212.55 II * ROCK ;-f:. T P OF SLOPE :1 202 -- SE~ 80NITA CN.JYON ROAD iVPRO\/EMEm PLANS---- P.E.R... PJhlJ ~ NO_ 14-+91-MC RW LIMIT OF GR ---- - - - Mv-fu;~ENMT FOR SLOP --- D NAGE FACILITI F THE CITY OF 7 ~ ,I C cl .. $ "' " ~ ,_ 0 .... "' cl ..,. ,,. :cl r-= cl: • "' .. ., ., .. ., ... "' <j> <j> c.S c..i vi ';i ';i ~ --a:i o:i f-r.n ::> "' g ::> ci «: ~ .. z "' !,! 0 w ., .. .. ... :!: a: • ... Q 0 Q PERMIT NO. t.. a, J. a, • z 0 § U> 0 a! 0 " "' -g ., ~ ~ 0 Ill cc s: cc ., g IC w "' " U> 0 z :, ,. 0 IE w ~ g U> 15 " w i5 " ~ ~ ~ C -0 z 0 ... II ' - w .... .. 0 " I!! <( 0 a: X w 0 z w V) ii " :::, 25814 CCP SHEET 13 OF 24 ----------___ J n ' ,,. ,. ,,. u, >-w w 1 u, ,,. ,., Id p "' ,oO' -C, • ' IO O' o,,. N v, -"" If' ., ~ a, z,,- ro ;J: -"' "-,..,,,. Oo, □ '"--, "'< "'□ ~ II . I I I I! II ' '· :i i 11 ,, Ji I' /! I I ,, ,, Ii 11 I I' ·' I ·' ! I I, I I' I ' I ! I I !) ' ' I ' i ' ; r :; I I z □ C z < m ~ □ ~ I rn s • "' " ,,. C ~ 0 " ii ~ \; z I 0 5 " 0 " ,'! ~ u, z C s: [D m :a 0 I z G) z C s: [D m :a 0 :a ~ z ~ 4 5 6 7 9 10 12 INDEX ©rj) v= II= w w db 00 w w 00 w ~ = =1l db k 0 ( ~ ~ . I r • I I \ \__ 8 11 X 219.76 ;1~ J LOT7 X 216.61 X 216.52 11 0 TOEOFS~ ---==- =---------- .J:"1:- ------------'--7)%:.,-------/ ---0 X 219.12 224.36 A ( I '"' ENT TO C) M INE PURPOSE -----:~-_,,--L + I 193,89 210.0 FL 0 MAlrCHl~INHE SlEIE SHlEIElr ii, )A.~ \ f \ \ \ TARGET 214.0 . I • I -l CONSTRUCTION NOTES AND QUANTITIES ©-CONST. DESILTEIDNGEARTBASHINSWWIT~ ~~~ ~~:L PJ: ~~ETO~Jt"1NE STD NO. 319 t.\'--' -CONST. GRAD SHEET 3 ~ CONST. GRADED EARTH BERM PER DETl'JL ~'ttmNEL PER DETl'JL. N-1D SIZE PER TABLE ON SHEET 5 ~ ~~~grVE c~~c·sZ..~}~]Nlx1~~~ ~~~~o~RE FENCING ~ PROTECT IN PLACE X 189.20 X 189.28 0 0 0 ·~ r 0 ' + (fj) l(jj. ~ ~ __,__I ( / C n n " .. I '-" ~ a.. -:, Le Q w z " .; t!: .. .. ., ';;; I a.. '-" "" ~ <t a.. '-' ff) -:, ;;,.' Le > Q I w " u .. w .. • " u OF ' ,. .. "' 0, 0, -. -I-rn :::, "' :::, < w .. C " a, z !il > w "' w .. .. C ~ 0 z 0 .... II e - w ... .. " ., ,_ "' 0 0. w "' 0: w w z (j z w _, " i3 24 -----, ____ : --- I • I i I \ I ' • . • • '·· -· ~ z z a • 11 I ,j I I l 'I ! I .. , 'I I 'i I I ., I I • u C z < w ~ • 0 " ;; ~ " ,; " z !" ~ C ~ 0 ~ z ~ UJ z C s:: [D m JJ □ JJ ~ z G) z C s:: [D m JJ □ JJ ~ z G) Vmax=16. 7 f.p.s. I ,..., "'" _oo -- CONST. 101. 78' L.F. 18" R.C.P. -2000D ,w.., 77.' "'--._CATCH BASIN ,..., ---- W.S 73.6 I 1,# ~ s-o. ooaP I'-. c( ~ (j 2 Ct:: (._) ' ::, C, ~ c( 0, (/) ti ~ 1---Ct:: ~ ~ ~ ~ ' ~ <o ,.: " <o 'O -"' c:i -!--!- Vmax= 6. 0 f.p.s. I\ 68.5B !NV. _ / 48" INC ~ \ I ~EX/Sn ;G NATURAL c( I &...V ,, (j Ct:: '6 0, Cl i1i <o "' "i IX) I I Vmax=15.8 f.p.s. -' I/ 1---VJ «: Vmax=15.6 f.p.s. I I - 1---VJ t,j 2 1---l.,J !{j ~ " -!-~IX) --- Vmax=10.9 f.p.s. -'--- c( c( ti ti Ct:: Ct:: ' • C, <:, "' "' ~ ~ ~ t,j C, ~ <o 1ti c:i I ' ' I I -"" C, .: ~-2 ~ ~ VJ 2 ~ "' ~ IX) (._) -!-§; 0, .., ' /025=521.7 c.f.s. I Vnt,ax-12.0 f.p.s. I 6° 15 Iv I I ~ I FORI ROAD TRE, .TMENT Bi SIN s~1 0088 _lJ_ --r--0 --c( • "t,;''5, ti ll, 'o ;,_. ;<.: 0 tt::~f >-: ' ' ~ ~~ fl.:"" ,, ti "' = ~ l:: t:; ~ t,j c,~ r::! JC, 2 Cl:,,c,::, ::,. Vmax=19.5 f.p.s. I C, .: l.,J ,!l: I l\,___i CA TCH BASIN 1(1/ W.S.-68.3 ~ f1/ In· ti Ct:: CX) - (j Ct:: "). ... 'O " -'.;:~ Q t,j CONST. 73.54' L.F. 18" R.C.P. 2000D --,.., ---- ~ ~ 0, "' "' -!--!--t,j -t,j IC) IC) -"' "' -!--!---- i~ °" c:i c,Q f-----+----------+----------f-----------+-j--l-------+-1=--------f-----------+----------+----------f------=-;;....--+---·--·-----~1 -+d~~~lC)o,~~ 7~:------+----------f-----------+------j PROFILE SC ALES: >-------+-I f--..------1------==C.:::ON.:.:S::..:T..:.... • ...:.45::.:8~. i:.::6:...L:::..F.:...:.·....:9::.:0:..."...:.R::..:. C:::.P...:.·_-___.:_12::.:5::.;:0::::D _______ .J..-____ --l f--+=-C.:.;ON.:.:S:.:.T.:... • .:,:13:::2::.:. 9:.::3....:L::.:.F...:... ---,-· "'-1 , -· o, ca JOR/Z: IERT.: 0+00 1+00 41 45.00' 8.85' 17.48' ~o ----" -"a '.P"~' SH~ ~ A I' ;~~;;r~~ YI -0eo _ / @--CONSTRUCT JUNCTION STRUCTIJRE NO. I PER CITY OF / -IRVINE STD. PLAN NO. 306. --@---CONSTRUCT JUNCTION STRUCTIJRE NO. II PER CITY OF IRVINE STD. PLAN NO. 307. CONSTRUCTION NOTES: @--CONSTRUCT 18" R.C.P. STORM DRAIN, BEDDING PER CITY OF IRVINE STD. PLAN NO. 318 (D-LOAD PER PLANS). @--CONSTRUCT 30" R.C.P. STORM DRAIN, BEDDING PER CITY OF IRVINE STD. PLAN NO. 318 (D-LOAD PER PLANS). @--coNSTRUCT 36" R.c.P. STORM DRAIN, BEDD.ING PER CITY OF IRVINE STD. PLAN NO. 318 (D-LOAD PER PLANS). @-CONSTRUCT 90" R.C.P. STORM DRAIN, BEDDING PER CITY OF IRVINE STD. PLAN NO. 318 (D-LOAD PER PLANS). @-coNSlRUCT C.S.P. DROP INLET PER CITY OF IRVINE STD. PLAN NO. 304 (D1, D2 AND V PER PLAN). @--coNSTRUCT JUNCTION STRUCTIJRE NO. V PER CITY OF IRVINE STD. PLAN NO. 3098. @-coNSTRUCT CONCRETE COLLAR PER CITY OF IRVINE STD. PLAN NO. 310. @-coNSlRUCT DESIL TING BASIN PER CITY OF IRVINE STD. PLAN NO. 319 (SIZE, ELEVATIONS AND SPILLWAY/OVERFLOW SHOWN ON GRADING PLAN). @--coNSTRUCT DOWN DRAIN CATCH BASIN PER DETAIL ON SHEET NO. 2. @)--coNSTRUCT CONCRETE PIPE SLOPE ANCHOR PER APWA STD. PLAN NO. 221-0. & \ 90" R.C.P. -1250D '\. ' '--c1 t'sr. 16.66 LF. ln rr::.. n rE oo /& oo & '--coNsr. 32 oo LF. 90 R.C.P. -1250D LI LJ ~ lb: R 90" R.C.P. -1250D d z. 16+00 "-i:c----- -----: Ct::'..,.;; LL. z :::, 15+00 44 ) 18' R.C r.. ,% ~ 53 CONSTRUCT DWALL CAL TRA NO. 089. ~~!L_/541--CONSTRUCT P ·IIL\ll'.RT HEA STRUCTIJRE PER CALTRANS --"-~~868. ...____ bf 55 e>JSWU CT GRO~~Afc--..Q!l SHEET S) \\ NO. 2 (01Mt.NSIOl<S PER Pb . _ '✓, U ONSlR o• C.S.P. TEMPORARY S DRAIN, EDa,,., \ ~~\:'.TD. PLAN NO. 318 ( GE PE PLAWS\ \ @--CONSTRUCT 36" C.S.P. TEMPORARY STORM DRAIN, BEDDING PER CITY OF IRVINE STD. PLAN NO. 318 (GAGE PER PLANS). @-CONSTRUCT JUNCTION STRUCTIJRE NO. Ill PER CITY OF IRVINE STD, PLAN NO. 308A. @--CONSTRUCT JUNCTION STRUCTIJRE NO. I PER CITY OF IRVINE STD, PLAN NO. 306A. ~ .. ~<"STO DRAIN 10+00 -~~ -~ -g u < g g + a, I ' I I 0+00 { F10~ ROAD ~ TR~A /fJ MENT :-..c"'¼...k "' 1-~= 1+00 I I Ii-( II 1Q I I I \ J I I // ( rn FEET ) 1 inch • 40 ft.. .., ~ ., 5 ,. a: ... ., ., ., N ~~ n. n. ~ <i. ,-: Q w ! z !!! ., :!: .. " ~ <O n. a, c:: a, a 5 ~ ,,; .... 1/) II ' ;,:' ~ ~ > ::, 0 -, w ~ " w fil ,_ .. :,: .. u u " co PERMIT NO. ,-. 25814 CCP "'-,., , .. <: "' I SHEET 15 VJ '• 0 OF 25 0 VJ " ' • g " " " . " a s " ~ 0 . 0 0 " 0 a ~ I I • 0 8 a ~ • m ~ • m e < 2 C ~ < m 0 m " • " s " a " • ~ ~ m • ~ 2 I < -• m • □ ' I ~ • !" n )> ~ " i 'O \; z :c D 6 • n ~ sl 0 • 0 'O m D • ~ m < 2 B C z < • m TI □ ' I " " TI _rn 0 ~ C ~ 0 ~ ~ 'O ,; z I 0 r 0 0 0 " 'O 0 ~ B z ~ z !" \; C ~ 0 ill ~ 'O \; z I ~ n 0 " el ~ " z C s [D m JJ ' ! ~~ ~~ ~z l li ~~ 0 JJ ~ z G) z C s: [D m ]J 0 I z r:'l W.S.-159.1 =0.0100 ii. --\~~~'1· 0: <,i Vmax=41.2 f.p.s -----FINISH SURF. CE OVER STORM DRAIN <:P a:: oO~,sl • c:i 3 0 ,,-~ cl l¼l 0 ~(J -f-(j ~ "i :::: .,, ~~ ~ DESIL BAS/ 3+17.00 C 72" C.S.P. RISER .. = 4 6 0: <,i • "' ... 0 }xl 0: -<,i -(j r-.: " -f- 0: ax=38.2 f.p.s. 2+74.78 C L J.S. NO. II ----+FINISH SURFACE OVER STORM DRA N I'-.,, I \ ,~----tEXIST. SURFACE \ OVER STORM DRAIN \ \ \ \ W.S= 1 FINISH SU1 FACE OVER STO~M DRAI ! (j rr=------t--------:t-::;~:::::::;;~~~ M---~:if---,"'-----"1-~----'--------1 to'\~'1· "' ... 0:: ~ SC _, l.ij cl ... 8" ... gu N " -f-~ -1-c:, (J ;J; _..----.._-C ST. 11 SLOP't'----~ \ -/ ·~'AMC'Rl:'IRS @ 10' MAX. 0: c:i I \ 0!. 8 ~ "' "' CON T. 13 SLOPE "' -c::, ANCH RS (J 15' MAX. / I I '~--~~~~=~~--.;>,------,..~~~: ___ ~g~.~~=-~~~-4,_ ____ 1.===---=---==~-t=-----~1B---t9:~~~~~~[d;::::;=tt=====m~~-~~g~~~===t=~---------k+~-----~·,1------!----1----+----.fG----+~,gC~ON~S~T.";c. c-'7.'-"5~.8~8'-!c'L.~F.::::::--l·r, CONST. 205.75 L F. -,~ .,-____ ..-3 "C.S.P.-14 GAGE 30 R.C.P. -15 0 0 8 0 -1-0 • EXTRA COVER Pl E c, .-, ~ }xl PROFILE SCAL S: 48 C.S.P. -12 GAi GE 48 R.C.P. -1500 Q ~ ;J; i1i 14+00 ' ' \ e--, CD U1 \ / ,,... 0 '--.1 Ul ( DESILTlNG BASIN NO.~ , (PER GRADING PLAN)~ I/ ;!'l).S, ( l-<!6o iii, 0 I ~:! :::.i i-- l n ~ n IE 0015)0 00 ~ ~ EXTRA COVER PIPE I£,. 9 ... ,. u LI ':!J 1s g __ / ·--HoR1z., 1•=40• l n ~!n IE oo ffel= ✓,:;1 oo ~ - -Cl:J VERT.: 1 "=10' £ LI LI lli II:; fi rf{l' c:, I 10+00 4+00 3+00 1+00 0+00 <" N 17"09'50., E - - / '& 0 r-----./ "' -----"' i--"' 'o --1 _, @--CONSTRUCT 30" R.C.P. STORM DRAIN, BEDDING PER CITY OF IR"1NE STD. PLAN NO. 318 (D-LOAD PER PLANS). @-coNSTRUCT 48" R.C.P. STORM DRAIN. BEDDING PER CITY OF IRVINE STD. PLAN NO. 318 (D-LOAD PER PLANS). @-coNSTRUCT C.S.P. DROP INLET PER CITY OF IR"1NE STD. PLAN NO. 304 (D1, D2 AND V PER PLAN}. @-CONSTRUCT JUNCTION STRUCTI/RE NO. I PER CITY OF IRVINE STD. PLAN NO. 306. @---CONSTRUCT JUNCTION STRUCTI/RE NO. II PER CITY OF IRVINE STD. PLAN NO. 307. @---CONSTRUCT CONCRETE COLLAR PER CITY OF IR"1NE STD. PLAN NO. 31 O. @-CONSTRUCT DESIL TING BASIN PER CITY OF IRVINE STD. PLAN NO. 319 (SIZE, ELEVATIONS AND SPILLWAY/OVERFLOW SHOWN ON GRADING PLAN). @-coNSTRUCT CONCRETE PIPE. SLOPE ANCHOR PER APWA sm. PLAN NO. 221-0. @-CONSTRUCT PIPE HEADWALL PER CAL TRANS STD. PLAN NO. D89. = 27'04'24" R = ee 10.83' L = _.-K=-~==i::..._--- ~\ ) .f -------R.C.P. STOR " -(SEE S ------ CONC,. COLLAR 45 .....?.:23 N [E GRAPHIC SCALE " .. " ~'---1 ( IN FEm' ) 1 inch • 4-0 fL < '" I Q !11 OI iii i!I • 'l!l ' .., ':z -..J 1§ VJ S;: ~ (0 ;s: Cl SC l's f5 Cl.. bl S;: ~ " 0) I "' "' I ... PERMIT NO, ., z i s: w a: 25814 CCP .gi_ "' ~ .SHEET 16. ~ OF 25 ~ "' -1'- F, I I I - a ~ • " s -§: 0 " 0 a • ii a " " s < • " 0 a " I I e < rn ~ □ ' rn • rn rn m □ rn ~ a ~ z C < • m rn □ ' rn • rn ~ □ rn □ m rn ~ z C < rn m rn □ ' rn • rn z I !" 0 ,. C " 0 D z ji D \; z ,: 0 5 0 0 D D D ~ B z • ~ z "' \; C " 0 I D \; z ,: D 5 n ~ D D ~ 5 z " < z !" 0 ,. C " D D ~ ,. u, z C s: tD m JJ L\ i.tjS :(~~ ~~ 14\~ s.~ ~ JJ ' ~ Q "1\ I\) "" ' ;, ' ~ " '\I 0 I z G) z C s: [IJ m JJ 0 JJ ~ z G) .I ' CA TCH BASIN --i.. 1 .....____ W.S.-83.I3 -- 2+00 I I 02 =0.8 c.f.s. Vm, x=3.2 f.p.s. I I ' I / HGL(25) I t---L - n: cj Ile 1+00 I I I V I I I 0+00 I Vmax=4.8 f.p s. I FINIS 1 SURFACE OVER STORM DRAIN • . •. .. '-' \ I ,_: "" \ i j ~q_-I ~ -- ""-· V__..-1'.lA TCH BASIN 1+00 2+00 CONSTRUCTION NOTES: @-coNSTRUCT 24" R.C.P. STORM DRAIN, BEDDING PER CITY OF IR"1NE STD. PLAN NO. 318 (D-LOAD PER PLANS). @-CONSTRUCT 36" R.C.P. STORM DRAIN, BEDDING PER CITY OF IR"1NE STD. PLAN NO. 318 (D-LOAD PER PLANS). @-CONSTRUCT C.S.P. DROP INLET PER CITY OF IR"1NE STD. PLAN NO. 304 (Dl, D2 AND V PER PLAN). @--CONSTRUCT JUNCTION STRUCTURE NO. 1 PER CITY OF IRVINE STD. PLAN NO. 306. @--CONSTRUCT CONCRETE COLLAR PER CITY OF IR'.1NE STD. PLAN NO. 310. @-CONSTRUCT DESIL TING BASIN PER CITY OF IR'.1NE STD. PLAN NO. 319 (SIZE, ELEVATIONS AND SPILLWAY/OVERFLOW SHOWN ON GRADING PLAN). @-CONSTRUCT CONCRETE PIPE SLOPE. ANCHOR PER APWA STD. PLAN NO. 221-0. ~CONSTRUCT PIPE HEADWALL PER CAL TRANS STD. PLAN NO. D89. @--CONSTRUCT GROUTED RIP-RAP PAD PER DETAIL ON SHEET NO. 2 (DIMENSIONS PER PLAN). @-REMOVE INTERFERING PORTIONS OF EXIST. STORM DRAIN. @-coNSTRUCT 36" C.S.P. TEMPORARY STORM DRAIN, BEDDING PER CITY OF IR"1NE STD. PLAN NO. 318 (GAGE PER PLANS). -• 11+00 ,.,.,,,✓----; _ ....... •"" .~-~-----· --·-.... _,,,..- . ....... -· - \ NOTE TO CONTRACTOR: \ CONTRACTOR TO VERIFY ELEVATION OF EXISTING I STORM DRAIN PRIOR TO CONSTRUCTION OF STORM DRAIN. REPORT DESCREPANCIES TO \ ENGINEER. \ -----· =-:-·· ,... ~'b.,. -:u~-,,, &,() . '0'0 • / J I 153,46 I I I I I I ;lf I 11,$"/. I i'I I . I ' --..... __....,...•· )/ I ;// I l~INJ[E uuouu v// I/; 25=15.2 c.f.s. 11~ax=29.3 f.p.s. 10+00 , I ' ' ,' I I HGL 25) 9+00 _.. . . ' FINISH SU!i r:Act'-.. OVER STOfM DRAIN\ ) 8+00 GRAPIDC SCALE i , .. I (rnm;:r) 1 inoh = 40 ft. , 0 lJ • -J .. t;: a Cl ::; 2: ,. "' Cl .,. .. Cl -z '( ,. 0 QI ;; ~ "' > -w Cl ' Vi tr' " :s: ... ~ • C> '-" .. ~ '"' Cl .. • ~ ~ .,. es "' ::, a_ :; ~ "' :s: "' ~ 0 Q .. " 0, I w 00 .. "' C I " ... ,_ .. ., .. ., .. ~ 0 z ti: "' a.. "' a:: "' 0 a.. a.. 5 ~ .... ~ ~ "' ,,; II ~ • ;,i. ~ ~ > ::, c c ..., w I w z " ~ ~ " I!! C w C w " = C () " Cl " " ., ,_ ~ a. "' "' I" < Q ~ "' 6 z w U) z "' <..> :, 1------'----I " PERMIT NO. o, .!, -25814 CCP 1--------1 J, SHEET 17 ~ • ~ " s ~ , 0 ' s • e ., ri I I I, \ \I I I • m • D ' ~ • ~ z .m n ~ " D ~ " .,, \:; z :c D r 0 . " rn □ g " ~ i'l ; ~ z □ C z < 0 m a 0 ' ~ ~ s 2 !" n ~ C ~ " z " I I I I I I 1 .,, \; z :c D 5 OF 25 ~ / ~ \, 1...-----------------------------------------------------------------------------------------------------------------------------------------'----------j I z C: s::: [lJ m II CAG\ t~ ~~ ~z !4\i t'i 0 JJ ~ z G) z C: s::: [lJ m II c. f.s. I I c.f.s. v, ax=l.4 f.p.s. Vmax=28.8 f.p .. . ; ~ : : n- ' 161.0 ·-HGL(25), f.G. W.S. 159.2 WS-158.7 ";o.02&1 - ~~ '--' 4':' -·~ \VI ST<HA DRAtl CU'IVE DATA DELTA RADIUS LENGTI-1 TANGENT A 30°07'33" 90.00' 47.32' 24.22' 8 27°29'09" 45.00' 21.59' 11.01' C 12•43'57• 45.00' 10.00' 5.02' D 27°40'11" 50.00' 24.15' 12.31' Vmax=17.5 f.p .. ~ "' u 1"" C, m ~ <: 0i -~ "' ct -; -- HGL(25)~ . < I ; ; I I IJ t I' 0: ii: -. ,; °' ~ • <o <o ~ ~ Lil lli -~ " ....: 0, -1-"' - Vmax=15.3 f.p.s. FINISH SU 'RFAC£ OVER STC IRM DRAIN ·. - HGL( 25) - E; ·/ST. SURFACE 0 "ER STORM DRAIN I "' -; Vmax=18.0 f.p.s. BUFF. LO Qo,-94.2 c.t;s. ~ Vmax=20. 7 r., ,s. i-: ~ [,5 ROAD l,.J ... ,-025=152.0 c.f.s. / 1 Vmax=18.3 f.p.s. I FINISH SJRFACE OVER s: 'ORM DRAIN EXIST. SURFAC~ OVER STORM ORAIN . .. ·-. - ' ------------ --== -- --=== -- / n: c.5 °' ~ • ~ N C:i c!; 0 ~ - EX. 39" R.C.P. .q; 7 (',:.:_ s=o.0100 \ 159 71 /NV. n: c.5 °'...., ~ • Cl) . ;;. "' ~ l,j -Q~ c5 ~~ - CONSTRUCTION NOTES: -·-. ·- @-CONSTRUCT 48" R.C.P. STORM DRAIN, BEDDING PER CITY or IRVINE STO. PLAN NO. 318 (D-LOAD PER PLANS). @-coNSTRUCT 66" R.C.P. STORM DRAIN, BEDDING PER CITY OF IRVINE SID PLAN NO. 318 (D-LOAD PER PLANS). @-CONSTRUCT 24" CSP TEMPORARY STORM DRAIN, BEDDING PER CITY OF IRVlNE SID PLAN NO. 318 (GAGE PER PLANS). @-coNSTRUCT C.S.P. DROP INLET PER CITY OF IRVINE STD. PLAN NO. 304 (01, 02 AND V PER PLAN). @-CONSTRUCT JUNCTION STRUCTURE NO. II PER CITY or IRVINE sm PLAN NO. 307. @-coNSTRUCT CONCRETE COLLAR PER CITY OF IRVINE STD._ PLAN NO 310 @-CONSTRUCT DESIL TING BASIN PER CITY OF IRVlNE STO. PLAN NO. 319 (SIZE, ELEVATIONS AND SPILLWAY/OVERFLOW SHOWN ON GRADING PLAN). @-coNSTRUCT PIPE HEADWALL PER CAL TRANS STD. PLAN NO. 0868. @-coNSTRUCT GROUTED RIP-RAP PAD PER DETAIL ON SHEET NO. 2. (DIMENSIONS PER PLAN). @-CONSTRUCT 39" R.C.P. STORM DRAIN, BEDDING PER CITY OF IRVINE STD. PLAN NO. 318 (D-LOAD PER PLANS). @-coNSTRUCT JUNCTION STRUCTURE NO. Ill PER CITY OF IRVINE STD. PLAN NO. 308A. GRAPHIC SCALE " 0 ., ~ -111111 --i ( Ill FEET ) 1 loch = 40 fl. , .. I ... ~ "' a.. OJ "' OJ a: a: c3 ~ <( ~ ,n "' i-: ~ ;,i :'::i > ::::, ., ,!i ..., !I! I .. " " " .. ii " !l! .. i!l 0: .. " " " PERMIT NO. ., ~ iii > w 0: -0 z 0 .... 11 • ~ .. ... .. " ., 0 z lll z w u ::, 25814 CCP SHEET 18 OF 25 " ~ C\J ~ <o (/) ,,. C, VJ }:'; - 8 ~ 0 1£ I I I I ~' ~ 0 • ~ • □ m • m < z ~I~ -m § ~ ::, '0 a a " " C • • I' I ~ z m 'II • 0 " -g ., " z '" I) C: ~ 0 "" "' ► ~ ~ 2 :,: □ r □ n □ D ~ □ ~ o 2 • I '" n '= ~ 0 D 2 " ~ ~ 2 :,: 0 r □ n □ ~ □ "' \ I IJJ z C s: ID m :a D :a ~ z G) z C s: ID m :a D :a ~ ...,. CJi -:; "' >< ~ 025=1015.6 c.f.s. Vmax=18.0 .p.s. BUFF. LO ,-..__, / t, / v I .,,,, n J,,'--------~ 1 -11 fx. 48"R.CP. CJi -:; 0...: "' ?'< t,j 025=94.2 c.f.s. Vmax=23 7 f. . . .s. \ ~ R.C.P. \ 0.: ,._, u <o- u to- <o c,· ~ci <o "' <'. ~ <'. j; CJi _.., ~"-:i 0.: (j (j a: a: ' <o • ~ "' ~ ' co ~ "' (j c.s ~ c:, ~ a:i /5 --c:, / / / HGL(25) 025 =66.3 c. t.s. max=22.9 f.p.s. FINISH S RFACE OVER S7i RM DRAIN S= .0066 (j a:i ...: to .:'; "' (j t,j (j t,j --- (j ~ ' ~ ~ 4i " "' I 0.: (j a: ' .., c.s lg (j a:i ~ II II 26+26.58 EC c EXIST. J. s. NO (STA. • • • 1-AC£ 0 18 C HGL(25) 025=29. 7 Cf. Vmax=20.9 .,..s. .p.s. W,S.=1 9.9 (j (j a: a:i c.s l¾l (j t,j oi "' ill -1- ...: <o <o <o i); -1-~ 2000 D 24" C.S.P. 16 GAG£ ~ 0, --=t -- l<j -1--1- ~ 1:fST. 172.95 L F. R.C.P. -1500 D CO ST. 454. 95 L F. 36 RC • • · .P. -1500 D "' CON T. 58. 02 L F. 30 R • • .C.P. -1500 D <o -0, LINE "E" PROFILE SCALES: CONST. 91. 77 L F. 315 R.C.P. -1500. D EXTRA COVER 1P£ti,. 17+0 + 20+00 21+00 22+00 23+00 24+00 25+00 26+00 LINE "E" (SEE SW ,ET 18) I I J // ol 1,1. 111( ~a; 1,1 i I lj \i I__J 11t~ 1 m _,, :/ l:1/,,1(f~-~~ "i i J,_C) ::1, fl///11-~-cio--="' --~ '-I a//"-I \c;, /, fa ii 8l " I ,--!, ' • I"' I II u_//1 (« ,., I ,11, "'-'" ' ": 4 I~ I . s JI/1,)1(/III 0-0-<v ":. --+--" '6 18+30,2 .S. NO. I 18+28. L INT. LINE E = 0 LINE "E-5" f TIN. SI 1 )) 0 1 -=:!:l1l!Jifi B.C 8• ~ L~- /l + ~ MIN \YJC:> / 0, _______ \0;'0 ; \ \ g/ #\ ~ Ji \ '" I \ I ----- ---=--=--=--=-~ ---- I I 1CJS a --,, -200 • , • /~ , ~~~-~~~~;;;::::2()5_,-0 -~v6' -~ -~ -r,S~ -< ~-!' '%> I ' ✓,, -/-• ,< ,o •# '• /-•v"t,<'.' I C , ' _,;fo'##" u, ? -----------::--:-_. _ I_ \ \ 20\,, " ,--i 203.SS i.i\ ,c \ Y. "'"'~ s >-'" ?.G1 A-•Vo B ----~=--~ ~~\ 1 1 \ 210s.sc. ~"'" l i;t"'f?"" 2~· @-=n •~c,o ✓ --~-, ] L--=:, I \ --~ \' ' <vaf = ~ IR\1NE STD. PLAN Ng ~1Jl 6 u_ CTURE NO. , PfJll.r':2 OF/'-l?001-) I '?"Ol-~ ~ ~ \\ ~<\ t I NOTE: [J • ~ 1?u'' l c u \ \ ,~ \ I \1~----, TRACTOR T~ 1 --kC o \ I_ \ELEVATION OF THO~ AND VERIF PLAN NO. 31~0NCRETE COLLAR PER CITY OF TO CONSTRUCTION • WA LINES PRI CONSTRUCTION NOTES: \\ · IR\1NE STD @-CONSTRUCT OE • • NO. 319 (SIZ SILTING BASIN PER CITY ON GRADING ~J~)VA TIONS AND SPILLW~~/l~VE\1NRE STD. PLAN r.::::.___ · FLOW SHO\\N ~CONSTRUCT 36" R.C.P. JACKING PIPE (D @-REMOVE INTER~RIN -LOAD PER PLAN), G PORTIONS OF EXIST. STORM DRAIN, @-coNSTRUCT 30" R C p OF IR\1NE STD. PLAN ·NiT~~~ ft:IN. BEDDING PER CITY @--coNSTRUCT 36" R LOAD PER PLANS). OF IR\1NE STD. PJii Ni:~~~ ft:IN, BEDDING PER CITY @-coNSTRUCT 48" LOAD PER PLANS), OF IR\1NE STD. P~iiNiT~~~ ft:IN, BEDDING PER CITY @--CONSTRUCT 24" C LOAD PER PLANS). PER CITY OF IRWJl\:;TDTE~~~~6 STORM DRAIN, BEDDING @-coNSTRUCT C.S.P D • 318 (GAGE PER PLAN). PLAN NO. 304 (Di, ~~PA~NDLEJ ;:: ~~)~F IR\1NE STD. LINE "E" j HORIZ.: VERT.: 1 "=40' 1 "=4' A B C 0 E F G INE "E-6" 0+00 1+00 STORMDRAti DELTA ClJM: DATA 122·02'25" RADIUS LENGTH TANGENT 22.50' 47 9 , 91"07'38" • 3 40.62' 10·52•4s" 6~~-~o: 35.79" 22.95' 75·44•z7" • 0 113_93• 57.14' 77'55' " 22.50' 29.74' 05 22 50' 17.50' 13'09'36" • 30.60' 18.19' 90 00' 16'49"10" • 20.67' 10.38' 90.00' 26.42' 13.31' GRAPHIC SCALE ~ i ( IN FEET ) 1 ineb .,. 40 ft. "" I .:, ;;i 8 ~ ,r ~ ~ ... C .,, ~ .. ... .; !: "' r: .. .,, ~ s = ~ b ~ ... < ,... a-. ;:; • a: < ,-: □ w is <ii w " i,j .. ii: a !l! ;;:i ~ >< "' ~ g ; r-"' • C, N • N ~ a. a: "" < ~ ,-: ~ > □ ! w "' u w 0: :,: " u I"" .::: UJ --..., 0 z ~ ig -lll I .., ~ c..!, ~ "' ~ ~ " ,; ~~ ~ 0 ~t) ~ z~ -Ill) "' c.!:S .... -Ill fu ~ZGJ"' o,~O< ,:, u Iii I"" .... ,-.4 • a::: ........ ..... :§ fu i::::::i -~ 'E o:uo-~INI~ ~ I n. "' '° C, C, -.,; -~ ::, ..., "' z 0 <ii 5 w 0: /,! < 0 0 .... .11 - Z W!z <C z~ t--. _J >i .,..... a.. f'V' 8:i Ct) z ==□ LO -!z .,..... <( ~ I-a: LL~ 0 oo~ <( ~ □ a: a:>-~ I-0 ~~ I-us Cl) PERMIT NO. 25814 C CP SHEET 19 OF 25 " ~ "' ~ ... ~ Q t:l ~ - .... (j) z C s: Ill ~ 0 IJ ~ z (j) z C s: :;:;: IJ 0 IJ ~ z G) ( r:x ST. SURFACE \ O1 ':R STORM DRAIN-~ \ FINISH SURFACE , . ,,.OVER STORM DR lf1'-J / ! 18" R.C.P. -1250D I 1\ ; " l~ N [E 00 1:=~00 & ',, ______ ··'·.__ l~ N [E '---' ____ L_ ________ _,_ ____ -c,--C~~i· _c" ----:7,.---·-,--=-----/-~---------'----------~----------~-~--~--=-",.,._<!"~.,-,-- .,. 1+00 •• --0+00 1+00 • ·---0+00 11 LE "E':L EE SHEET 18) ' -,.__ ___;r:::: ': ) I 0 f I 180 I I \ ROAD • 4 -3A" N 20• \ \J 2" E 0 '9 I I I ,.__\ --1 ~½'J"ft--7uc.P ·,_ \ \ 1 NE -n·r.::.:·SA "-- Vmax=17.3 f.p.s. 1 Vma. =1.5 f.p.s. 1 / / / / / / FINISH 'SURFACE OVER ~ TORM DRAIN CONST. 51.38 L.F. i 18 R.C.P. 1500 D PROFILE SCAUES STORM CRAN CURVE DATA >I DELTA I RADIUS I LENGTH I TANGENT A) I 45·00·00· I 45.00' I 35.34' I 18.64' CONSTRUCTION NOTES: @-coNSTRUCT 16" R.C.P. STORM DRAIN, BEDDING PER CITY OF IRVINE STD. PLAN NO. 318 (0-LOAD PER PLANS). @--CONSTRUCT CATCH BASIN TYPE I PER CITY OF IRVINE STD. PLAN NO. 300. @-coNSTRUCT CATCH BASIN LOCAL DEPRESSION PER CITY OF IRVINE STD. PLAN NO. 303. @-coNSTRUCT JUNCTION STRUCTURE NO. I PER CITY OF IRVINE STD. PLAN NO. 306. @-CONSTRUCT CONCRETE COLLAR PER CITY OF IRVINE STD. PLAN NO. 310. @-CONSTRUCT GRATING CATCH BASIN PER APWA STD. PLAN NO. 304--1 (1 -GRATE). @-REMOVE EXISTING CATCH BASIN AND LOCAL DEPRESSION. @-REMOVE INTERFERING PORTIONS OF EXIST. STORM DRAIN. @-CONSTRUCT CATCH BASIN TYPE II PER CITY OF IRVINE STD. PLAN NO. 301. • @-ABANDON EXISTING STORM DRAIN PIPE IN PLACE BACKFILL WITH CONC. SLURRY AND SEAL ENDS. GRAPHIC SCALE i (INFEET) 1 bl.eh "" 40 fl ... I PERMIT NO. 0 z "' "' i5 " :::, ffi ~ i5 25814 CCP SHEET 20 OF 25 I I D ]J ~ z (j) z C s: lII m ]J D ]J ~ z HGL(25) 86.00 /NV. I I / 30 R.C.P. c. 1500 D EXTRA CO l'Ei< PIP£ I I Vmax-42.4 f.p.s. ,-J CJ FINISH SURFA !£ OVER STORM qRAIN ! S=0.0100 i ! ! OVER STOR DRAIN / CONST. 199.B L,F J ; ·' C, a.: ;. c,j ' Cj "' to ,-: ..., OJ +c:i ~as --.... DES/LT/NG BASIN 156,0 f.G. HORIZ.: "=40' VERT.: "==10' 10+00 11+00 12+00 14+00 ~-- \ \ \ \ Channel '.p --e-- N ---I l,J GRAPHIC SCALE "' ., ., ~f---1 ( IN FEET ) 1 inch = 40 fl \ 0 \ 1i //; I 1/ I m~" I 6'½ V-o-tl ,-, 'i:-.'<.,..~ { 1 :V ,,,_~ ,._,f> '\ ' \ \ ,., I 2:1 - '€,A ,-vJ DES~~/ X' (P~ R~IN 46 :1 oi-" •. \ ' 0 '%::> • '"''i, ffi [--" _./ -- Vma,:=9. 7 f.p.s. I I I I FINISH SURF,,ACE OVER STORAf. DRAIN I /_ , I I / I ,.J / c:i ,lo· c:i ~ u Q25=1.3 c.f.s. Vmax=2.9 f. .s. ---CA7i H BASt EXIST. SURFAC6 I OVER STORM DR1/N/ Pl,l----S=O. 0554 I w.s =81.5 ,.J ci.: Cj ct ROFILE SCALE : HORIZ.: 1"=40' VERT.: 1"=4' 0+00 / / ( ci.: Cj ct CONST. 214.01' LF. 18" R.C.P. -2000 D 1 CONST. . 77' L.F. \ ~ 18" R.C.P. -2000 0 ) ---~-, / SE£ PLAN ON SHEET NO. 15 1+00 2+00 @--CONSTRUCT 30" R.C.P. STORM DRAIN, BEDDING PER CITY OF IR"1NE sm. PLAN NO. 318 (D-LOAO PER PLANS). @-CONSTRUCT 36" R.C.P. STORM DRAIN, BEDDING PER CITY OF IR"1NE sm. PLAN NO. 318 (D-LOAD PER PLANS). @--coNSTRUCT C.S.P. DROP INLET PER CITY OF IR"1NE sm. PLAN NO. 304 (D1, D2 AND V PER PLAN). @-cONSlRUCT JUNCTION STRUCTIJRE NO. I PER CITY OF IRVINE sm. PLAN NO. 306. @-CONSTRUCT CONCRETE COLLAR PER CITY OF IR"1NE sm. PLAN NO. 310. @-coNSTRUCT DESIL TING BASIN PER CITY OF IR"1NE sm. PLAN NO. 319 (SIZE. ELEVATIONS ANO SPILLWAY/OVERFLOW SHOWN ON GRADING PLAN). @-CONSTRUCT CONCRETE PIPE SLOPE ANCHOR PER APWA STD. PLAN NO. 221-0. @-coNSTRUCT PIPE HEADWALL PER CALTRANS STD. PLAN NO. D89. @-CONSJRUCT GROUTED RIP-RAP PAO PER DETAIL ON SHEET NO. 2. (DIMENSIONS PER PLAN). @-coNSTRUCT 36" C.S.P. TEMPORARY STORM DRAIN, BEDDING PER CITY OF IR"1NE sm. PLAN NO. 318 (GAGE PER PLANS). . r ",../ Q25=85.0 c.f.s. ax=46. 0 f.p.s. I FINISH URFACE OVER STORM DRAIN W.S.=90.9 ci.: Cj ct c,, I / -----(i,-!- \ /' HGL(25)--..,__/ -- ., l i / f I \ J CONST. 146.47 L.F. 6 C.S.P. -14 GAG£ C C c:i ~ - c:i..., C, • ~--~ ----.........,,.......,..........-........-, '-,\.l',· n ~ n [E uo ~ o PROFILE S AL ,-CONST. 169.53 L.F. : LJ LJ ~ ~ 36 R.C.P. -1750 D EXmA COVER PIP£ I , 10+00 11+00 12+00 HORIZ.: 1"=4 ' 1 "= 1 ' ci.: c,j Cj ~ ~ l(j S: ,J WJ .=157. .-.· r _;"'-4, ,. ,1,,-·150 100 '· ' i ~, 75 .~ ' , ,, ,•._ ,.,__.,, ' '-----, ~--162---L_ , .. a ' ' .. ' vi z 0 ' Vi 5 ' w 'r "' "' z i5 G) < " z "' ., • < "' m z z 0 m • "' e , • C " 0 w = ' Q. ., g ~ s:: • > -• z CD "' w "" • "' " m C, ,. :IJ z C ~ < I 0 . :ll <D " I < • z I a' "' 0 "' I "' ~ Ul w Ul I 5 w "' ,.._ ,,, . I J!! ) "' N .. I " .,. ,-ID _, <? .. ~ 0 z a: a: :::, t;; .., w ~ .. I!! " w .. :: C " " " ., ~ ,:; z :,: 0 0 5 :IJ 8 " ~ 0 ~ • 'II 0 m 0 ~ • ~ z • 0 < z 5 G) C z " < m z s $ • ~ 0 C ' ii " s:: " • • z CD !" " m /' :IJ ~ 0 ~ " ~ ~ z I 0 0 5 :IJ " ~ 0 " ~ 0 PERMIT NO. ~ 7 25814 CCP ,.._ ~ ,.,, '-SHEET 21 ., Ul ,.._ 0 OF 25 0 Ul N ,.,, - \ Vmax 8. 9 f.p.s. ~ r \ I \ I \ <; I \ u I \ -C, CC ' -I g:;,, +c,; I I -a _J _J I I ~ EXIST. SURFA'r;E OVER STORM D"?A/N Vmax-2. f.p.s. I I Vmax-8.2 f.p.s. I 13+• R,00 C/L 54" C.S.P. RISER DES/LT/NG BAS/~ 12+80.69 CA J.S. NO. I Q 1~-44.3 c. f.s. Vn ax=38. 5 f.p. s. I EXIST. SUI FACE OVER STD, "M DRAIN --------< i1 11 \ / ,---HGL(25) EXIST. .8.-.___' EX, 2'#" ~-J.P - r----t-'fi--7'8----------!J---------+---~"-c-----+------'~'l-1--'9----------+-----2 _-c9{.-)-----="j=I.<'=. -='rn1:"cgo9a. ~7'c±::-l"'/,~("'S='=O.OZ ) , < _0 {.9.9 W. . 00.3 • u u I 10+00 fl(15F--6'-RW---- ---- -W-W!<f-----,u-- 11+00 PR r>FILE SCALES: HORIZ.: 1 "=40' VERT.: 1"=4' 18+00 24" R .. P. 1500 D PROF LE SCALES: HORIZ 1 "=40' VERT.: 1"=4' 19+00 20+00 BREAK INTO EXISTING STORM DRAIN AND INSTALL JUNCTION STRUCT. \ c:::_lB:3 -----.c 1 9 0 ----;-+-- I 42 I 0.: 0.: c,j c,j (j (j ' • ~ ~ ~ (j I<] ~ 0.: (j (l:: • ~ Cl ~ 0.: c.5 (l:: ' 0.: Ill c.5 (j ::i g ~ (l:: ~ c:s • C ~ i-+ ~ ----u ~ ,,:; PROFILE SCALI= S: ~v' • LCT .;._) EXTRA COVER PIPE ::: ::: EXTRA C?VER PIPE 1 &'i • { CONST. 62.81 L. . CONST. 116.1! L.F. CONST. 1 2. 75 L.F. , l!l HORIZ: ~~=49' ( 36" C.S.P. 14 , M'j'~ , 36" R.C.P. -1500D 36" R.C.P. -1500D } vERT.. 1 -10 , • ,1 ( & l [NJ~ ooA=~oo l'----,__.- I I , 14+00 ,..__ ______ ~ [A~ ON -sFIEET NO. 15 13+00 12+00 11+00 ---~--\ ----\----1 ---~---- ___ ---,i;---------~~----------~---. ------,---------\--- -~-------¼-'E I ---ti= - 10+00 18+33.26 1LJ;','o \LI;-------~ -----1:?;----;I--------r ---74·37-•40--E-~ = ~77':EX~~2•~--R:c~P~=-s/-=--~--~N~7~4~' i7•~--4C~-~~~~~~0?1c--':. __ =-=--=--~!/=--=f=~7-~==~~~~~~~~f-=;~~~~-~~~~ --·_--_·-·----::_,,,-:;--=-;~-~-,;-.-d:'.e---e-=:cJ.I 1 11a1;;....-=-_ _-_-..;3 24"RCP~ _"""'""=~~~aal~::~===;r~-__ -_ -Ex '.PetPSD _ ~-·~::'-::.__'P~d -=--=-_=f-. .....lJ,'c-_-1_--_---/-~--_-____ L_ -_~ta-=-I---'""--_ _ = 2 ' t I ~ -------E -_j__ ---,---_ _,__ --+1)1.e,----q ---- IN N "H" . Fl ELD INLET .P. . COLLAR 0 ~ I~ I I I I I I l~[N][E I I I I ---- ii' I s ) I i I I I I \ ' y '1/1~/ ~/ ) ~ I ii I I Ii I OOHOO (; Ji I I § 1/a.1 I - -· =-----~-1~ ~ ,] Jt!i '~ -~ ,. CONSTRUCTION NOTES: 41 @-CONSTRUCT 18" R.C.P. STORM DRAIN, BEDDING PER CITY OF IRVINE STD. PLAN NO. 318 (D-LOAD PER PLANS), @--coNSTRUCT 24" C.S.P. TIEMPORARY STORM DRAIN BEDDING PER CITY OF IRVINE STD. PLAN NO. 318 {GAGE PER PLANS), @--CONSTRUCT 18" C.S.P. TEMPORARY STORM DRAIN BEDDING PER CITY OF IRVINE STD. PLAN NO. 318 (GAGE PER PLANS). @-coNSTIRUCT C.S.P. DROP INLET PER CITY OF IRVlNE STD. PLAN NO. 304 {D1, 02 AND V PER PLAN). @--CONSTRUCT JUNCTION STRUCTURE NO. 1 PER CITY OF IRVINE STD. PLAN NO. 306. @-CONSTRUCT CONCRETIE COLLAR PER CITY OF IRVINE STD. PLAN NO. 310. @-coNSTRUCT DESILTING BASIN PER CITY OF IRVlNE STD. PLAN NO. 319 {SIZE, ELEVATIONS AND SPILLWAY /OVERFLOW SHOWN ON GRADING PLAN). @--coNSTRUCT CONCRETIE PIPE SLOPE ANCHOR PER APWA STD PLAN NO. 221-0 • NG--P -----:ridge No 2 j Wil di ife Crossing GRAPHIC SCALE ., I ( DI FEET ) 1 inch =--40 ft. I '" I .. .. 0.: ~ Q w z " ii l!l .. a. ~ I .. a: " . I.I' ... ' .. .. ~ a. c,: t'i V, 3: > Q w "' u w :c u N "" a, a, ~ ,,; ~ ::, -, w .. .. " PERMT NO. ., z 0 ~ w a: ~ ci z a .... II • ~ w .. .. () ., ci z w "' z w u :J 25814 CCP SHEET 22 OF 25 :, '· ' "' "' ' 0 D "' N n e • • a ~ I I -g " ~ 0 s • g ~ i e !! s • 0 a ~ 1, z C < m m " 0 ' !i il " C m " m < z C < m m " C ' ~ [li ~ m " ~ z C < m m 0 C ' " > a " 0 z ~ z _m n ,. ; 0 D z ~ ' ,; z I □ r 0 n □ ~ 0 ~ 6 z • ~ z "' n ,. C: ' 0 D ~ ' ,; z I □ r 0 n □ D ' 0 D ~ 6 z ~ z "' n ,. C 1l D z ~ G) z c:: s:: ID m ]] fA it~ ~~~ ~~~ ~~ ~ ~ ~ " \\ ~ l\) ~ ~ ~ I«. ' '-I 0 ]] ~ z G) z c:: s:: ID m ]] 0 ]] ~ z G) t I ,15= . c .. s. 0 23 f. I I Vmax=8.3 , . p.s. I ' I ' I I ESXISTING GROUND --IVER STORM DRAl/1 I . FINI::. H SURFA E I OVEI • STORM DRAIN I ' I i I ' I --I I --I ' c:., "' 2 I '%, g c:i <"c,a C) ' ·<90 ,:!; (,j I as.oQ.. --; -f.l.. -pH / :/2~,,,,-;:;~ ~-;:6 ---a-:~1~ , --~Httr2s ,,-: /A"'zy.8--7' ~-~'ASfN -I I i I I /: / I I w.s. 753 .,.,,. / ' I I ~~-~x i ,,e / --f . - I( I( cS ct: cS Cl: ~ • "" ~ ' -"' -..: 0 If) ~ 2 ~ -1- CONST. 148. 56 L F. -Lil ----··-··--~----18" R.C.P. -20°i0D PROF LE SCAILES: l~N[E o A= ii oo ,1, HOR Z.: 1"=40· VER '. 1n=41 0+00 1+00 CONSTRUCTION NOTES: @---coNSTRUCT 18" R.C.P. STORM DRAIN. BEDDING PER CITY OF IRVlNE STD. PLAN NO. 318 {D-LOAD PER PLANS). @-CONSTRUCT 24" R.C.P. STORM DRAIN, BEDDING PER CITY OF IRVlNE STD. PLAN NO. 318 {D-LOAD PER PLANS). @-CONSTRUCT 48" R.C.P. STORM DRAIN, BEDDING PER CITY OF IRVlNE STD. PLAN NO. 318 (D-LOAD PER PLANS). @--CONSTRUCT C.S.P. DROP INLET PER CITY OF IRVlNE STD. PLAN NO. 3D4 (D1, D2 AND V PER PLAN). 2+00 9" . ---- ---- --. - ~---- - ·-- I 025=60.8 C. f.s. I 025=59.2 c.ts. I 025=48.4 c.f.s. I ,15= . c. .s. I Q 12 7 f. I Vmax=25.3 tp.s. I Vmax=19. 7 f.p.s. I Vmax=13.2 f.p.s . I Vmax=11.7 f.p.s.1 ' / ~ EXISTING GR 1UND / EX/ ,TING GROUND / OVER STORA, DRAIN I OV, R STORM DRAIN / .r:-: .11<"1 C'I IC / 0 'ER STOf V ei / s;; !(l i.--DESIL TING BASIN I c:., Cl:: FINISH SU ?FACE / 2 I / I( OVER STO "?M DRAIN~ ~ "" r,j (,j ~ ~ I ... cS -1-/.., ~ c:., <; C, IC ,,: -i---"" I / ~ <!C ... 2 u-'O C, ~ C, X / ~ (,j V c:i .:c I <!C . --; ~ . C) I!; '. ' ' (,j ~ I ',t-~ ... ~ 1/ "' : ~------'100 1--C) --; / • 108-~·-----~--~ ,,,,✓✓y -?---9'o· / -~ g .s:>..9 ~I ~ -·o -' c:., "" ( (,j 0 / ·< --; 'o9· 1/ i --\ II ~ Ci ' ~ I ~ 5«0.(.i-72-..9,,. II 8, !CK & MORT. <!C -ii <ti "2 : ---✓-i-:·a I HGL{25)~ II """" s "' (,j <j / ~v w.s. CC95, 1 ::::::::::::::=: t:r~ -1---; ~~ ~ HGL{25 J----'I \ w.·s-3@.:9 18) C) ~I ~ IC Ci ~ o '1l, -i, 0 I 3os '=(j ~ ,o_ "' <!C / ~"b ..:,O W.S.~92.4 ;4• R.C. "'I ; / f/J.<>,·~-,,.... ~ (,j ' ""Q O "# ~"-I ! / -~ cS (BY 0TH <I) --; . -/ ~ .. ---so-/ ' ~//7 ~ ~ ~-\ --! ---"'= --s=,o:uze.3 ... ~"· • '.f!-1--w-IC o; aoui' ... . ..-0 "' co 'TRACTOR 7i ~ / -1-e • a VE/ !FY EXIST. G LINE "A " 1 ~ :-1· ~i °\ / 'O -,$ cS ....,. tti 90" R.C.P. ~ c/,J':, ~.s:> :,,: _/ -;;. \,-;~691 ~~1/ t!:~-,<, 0 ------<ti ~ -1-"l \ V. --~ I • -1-..: C) 0, ---~-.> ci.; I( :..---t.) ~-,-(.j cS '---" --~-tti· ct: -· '"' . 0 80 --~ Y,:_:..-..;;_o:, • <J '-l. .... ---• "l "' cS ' cS cS ... ct: "" ..., ct: ... ct: Cl: ... ~ • ' ! ' -1-"' ' 0 ' C) l,J ... "' t¾l "' "' j I( I( ... ... ... I( kli,!-! I( cS cS <J 0 ~ ~ 0 cS cS ct: l,j t¾l cS ~ cS ct: l,j ct: l,J tti l,J ct: I( IC ~ • ~ ~ .., ... C> " ' Vi ~ ~ ... ---~ <o ...: ... -'O -"" ~ cS M to o; ..., o:i M "' 0, ' c., K ~ C> c., -1--1-0, C) 'O IC C::,\S t ~ -1--1-t¾l C> C> ... ... -1--1-~~ C) ,., C) 8" R.C.P. -"' .., CONST. 154. 3 L.F. ... ... Cl \/ST. 176.64 L.F. 48" R.C. P. IC CONST. 208.31 L.F. 1000D CONST. 71.39 LF. 51 L.F. ___/ 48" R.C.P. -000D 1000D 24" R.C.P. -20000 CONST. 81 PROFILE SC.o.LES: PRC FILE SC 48" R.C.P. >-1500D t,,~N[E OOA=i 0 ,1, l~N[E OOA= '] ooo & HORIZ.: 1-=40' H RIZ.: 1"=4 VERT.: 1"=81 V. RT.: 1"=4 0+00 1+00 2+00 3+00 4+00 S 5+00 i6+00 + -Y•" "'---,-/4 B----1 0+00 1+00 f-!~:§!~~~~3"3~~ = 45:00" 47 \ I I I~~ 0 \~~J __ ~cb';:,'' ~">\✓ l ~/ L__ li-\.----1-4 o<-";;,:. \ 1/ ~ \\ '\ \ "1~0',))~j_ l/()(1 +" /~ )J\~, / 16--J \ --I '\ I \ i~G -/ tpl -~ \ 1,-Cu / ~-1 Ml I I \ ~ \ ~o,. \ \ ' /§ \ \ \+7\ '?lool~ ~_,,\/~\~' -----~:,l(/11i, % \ o~~-~\.)•~~~-\1 \ \1; \ \ I _•''\,"l,, ~ / _ / /_,,,-----~-,\, 7"-1 '------11 \ l. <' """;,$ ,, ,_ -~>"=_1 __ , 1 \ , \, 1 ,'-:? 1 u ,1 r , \~/--l--", / .--L~+· " ~ 1 J \ ' - 30 0 I \ I I -• ' 1" \ I ,, -, / \ I i I 43 \ '-,L-~ "-- \ \ '-ACE MORA R PLUG '· RS) 'ADES ALES: l' @--coNSTRUCT JUNCTION STRUCTURE NO. II PER CITY OF IRVlNE STD. PLAN NO. 306. @--coNSTRUCT DESIL TING BASIN PER CITY OF IRVlNE STD. PLAN NO. 319 (SIZE, ELEVATIONS AND SPILLWAY/OVERFLOW SHOWN ON GRADING PLAN). 't# C \ ,~\ \ ~\ @--CONSTRUCT DOWN DRAIN CATCH BASIN PER DETAIL ON SHEET NO. 2. @--CONSTRUCT BRICK AND MORTAR PLUG. \ I ) 1I ~ I I ' 7 c:,, cS;-' / i -o'll\11 05 ~ LJ;;; r I --c:s VJ\o oO'I,_\? f ,--j ~ II'-~ 9 __..,.. / \[) I • o ------------- c::, 0° I /1/11 _..-) & JI //I, Fo,d Road cf VJ reatrnent Basin #9 I 'j (I I )~ \'~---- J:;._0'.'.'..-'-r--1-1~ _ _..c--. =~=-----=-~=-r----~~-~~-~~µ~lk:l<._rl➔~;~~H---"" 1,~r§> I I<\ --+ - I Wet/a~ds -0 ------IJ) - ---,..___ I I \ 0) L[) --+--I GRAPHIC SCALE 20 40 l!O 1&a ~--1 ___ ~1 / ( IN FEET ) 1 Inch = ,40 ft. IN ... .. ., " ., .. ~ "' C. "' "' "' a.: Cl. <C <( ~ u ,,; "' f-'. -3: ~ > ::, l:i l:i .., w I w i " ,lj 0 .. .. .. .. .. :z: .. Q Q 0 Q PERMIT NO. ~ 0 z 0 .... II • - ,lj .. .. 0 ., 0 z w <n z w " ::; _J >-13 25814 CCP SHEET 23 OF 25 <n 0 c <n N n " \; z :z: 0 5 ~ ~ n □ 'il a ~ .,, m O ~ ; ! 9. Z 0 " ~ z • • ~ . □ a ~ ~ , • z _rn ~ C ~ 0 • z ~ I I " \; z :z: 0 r 0 . jl! " s 0 ~ • 'li □ m 0 • ~ • ' -z a C z !, < • • m . • ~-□ ' "' ~ ~ s z .m Cl ~ ~ □ • z ~ I I ) (I' ~t □ til b ~~ ~ G\ z 4~c ~ ~ ~ -¾ l\l ""' ' ~ ~ ~ ' '-I 0 ::IJ ~ z G) z C ~ Ill m :0 0 :0 ~ .., • ! \ ' \ 1 I \\-'\ I I l I INDEX MAP G ------:::,-..,, \I\' A I .. ' 24 I j • I 1 . SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS, 2. STAPLE WIRE FENCING TO THE POSTS. 3. ATTACH THE FlLTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 170 -175 • SILT FENCE ...... ,~. IF,y • . ' >-~ ~lj =-~➔ii_i.#i =-~a,,,. .. L::. --. ...-- 4. BACKFJLL AND COMPACT THE EXCAVATED SDIL. ' ' N § \ • ) BASIN N 11 6 5 2 1 9 10 3 4 7 8 ' SLOPE LEGNTH SITE SLOPE 900' 3.4% 1200' 3.4% 1070' 3.4% 650' 2% 1350' 2% 1300' 2% 700' 2% 900' 2% 1050' 3% 1D00' 2.5% 1600' 2.5% ,, DESILTING BASIN CHART GRADED AREA 13.4 AC 20.5 AC 14.6 AC 5 AC 12 AC 2.7 AC . 35 AC 11.3 AC 18.6 AC 19.6 AC 31.3 AC ' ~ O< ~ SL FACTOR SEDIMENT YlELD D.6 13 CY/AC 0.7 13 CY/AC 0.7 13 CY/AC 0.4 11 CY/AC .35 10 CY/AC 0.4 11 CY/AC 0.3 11 CY/AC 0.4 11 CY/AC 0.4 12 CY/AC 0.4 11 CY/AC 0.65 . 11.5 CY/AC f "' g ,,. - ._ ll llN- ~! ( =i= ' :'5) I ) • ~ '1, 0,, :': 0 , -~ TOTAL SEDIMENT 174 CY 267 CY 189 CY 55 CY 120 CY 30 CY 39 CY 124 CY 223 CY 215 CY 360 CY !! I f ! ..... ! ..... ' ' © .., I ) ' liozl E BASIN CAP. BASIN SIZE 185 CY 50X50X6 363 CY 70X70X6 267 CY 60X60X6 139 CY 50X50X5 139 CY 50X50X5 89 CY 40X40X5 139 CY 50X50X5 139 CY 50X50X5 272 CY 70X70X5 272 CY 70X70X5 474 CY 80X80X6 .. , f -~~ •• I- ..J ;;ffe ! Ii ... I ~ I I I I \ \ HJ,HON GRAPHIC SCALE !IO ICO 200 4CO ~r---l ___ ~I (lllm:r) 1 inch = 100 ft. ' ~ (~x ~.., - EROSION CONTROL CONSTRUCTION NOTES: ©---INSTALL SILT FENCE PER DET~L THIS SHEET @-PLACE SINGLE ROW SNIDBAGS - 2 BAGS HIGH AS SHOWN ON PLANS, PER O.C.~M.A STO PLAN 1328 Sl ~ ,. " J 0 oc F ~ 0 0 ~ 0 = 00 0 oc w c..i u tri ~ ~ ~ m m I I I ~ ~ ~@aa y=~ ~~ = y= (bl F~ Ooc ~~ oc pOO 00 ~ ~ r--- O'> O'> O'> -I-(/) :::, (!) :::, < ~ 0 ~ ~ 0 0 - ' II d z UJ U> ~ :; ,;: ::l z 6 z UJ -' 5 0 w!z ~1 >~ ~I o_J ~ ~i 0~ I PEFIMTNO .. I 25814CC£ SHEET OF - 2!.3A I • I • I 4:- I-"' ~ E " ,-... 0 sr 0 ,-... O' I .,. I O' V) w "' ,- 1"-,- ~; ;, I \ ) I \ I I I, 0 " ~ ~ 0 a ·~ ~ ~ • z 0 ~ C z < m • m • " ~ □ ' I " ~ > " I I ~ , • .~ ' ~ 0 , ~ C ~ s g 0 . " 0 " a a ~ I ~ 0 '" " • < % C " !TI Ii ,;; 0 "" I\' ~ ~ I 0 6 ~ B ~ ;g m O ; ! z i5 ~ z m ~ . 0 ' -~ ., " z !TI I? C ~ 0 I ~ Ji I 0 r 0 s n 0 • "' 0 ~ m 0 " ~ ~ z i5 C z < m m . " 0 ~ ~ ~ z ,m n ,, C ~ 0 ~ ~ ~ ,; z :,: 0 r 0 n 0 ;g 0 ~ i5 z "-G) z C s: ID m :IJ "' f~li ~~ ~"i i~ ~ ~ (\) w "' ~ ~ ~ ~ ~ '1 N ~ 0 :u t z G) z C s: ID m :IJ 0 :u t z G) ~ • ' I ' C S'd '"" a•• ,mro ,m am ., .o cc . .. EROSION CONTROL CONSTRUCTION NOTES: @---INSTALL SILT FENCE PER DEfAJL THIS SHEET 23A ©-PLACE SINGLE ROW SMiDBAGS -2 BAGS HIGH />S SHO~ ON PLANS, PER O.C.E.MA STD PLAN 1328 INDEX MAP 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (1D BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 1111111111 I I Ii I 2. STAPLE WIRE FENCING TO THE POSTS. 4. BACKFlLL ANO COMPACT THE EXCAVATED SOIL. SILT FENCE + \.__o~t-~7 I I '--------,,_,_,4/f:_::;;5( ,.___ -----Ot,/ ~110 ~ios----.,,.,, ------\00 ___ 95,-----..,0 ,,....___-•• J/ ,. ,. y" m ! ' ' I \Is \\ ~ r--§ _::."5 , I ,-. - X '" ' ~ X M ~ "' £l M ~ ~ ~ X • " ~ X .,,,,,,- ~ 0 M • ~ ~ X X f; X X_,._X r'\ ~ £··,. . ' ~ ~· , § ~ ~ ' ., • ~ ~ X ru ' " !Cl X ~ 1/ I ' ·" " ~ •• ., ., ~ _. ' • •• ~ f ' j ., i I ' ' ,J, j :ff , ti! 1 r_l__)J ~1 I I I ,; I l"'\11111 \ ~ \ \ \ ', ::=-----: "" !!"1 I Ti" s ! • ' I I I I ' "' § I Tn I ' ' I • a "" ' ! ' I ' ' C • : ~ ~ ~ ; ~ ~ ' r-I ,_ g ' ,+ ~ ' i i -~ u , I ' , ' ii I ! K~ " ! i 'i' "' 'I' • HJ,1ION a = -ti§ ~ . ~j ~ I cJ f, ~\ iS]_ I fjfl lSli'3 'CIII S71iM Hl[]df' v N □ z < < ~ N !i1 ~ ,,; => ~ "' ~ ~ z Q ~ ~ ~ I "' z '5 c! '-' ~ w C. '5 0 ~ >1 w □ ;I □ w ~ ~ ~ " "'-N ;;,- r- "' "' (.) 0 (f) g ,:: ,:: ,:: . -ai ai > N f-(/) ::, Q "' Q ::, w z w -< z "' "' ~ " w in w \:; w :r: 0 0 " 0 II ' - 0 z w "' /5 " ::, "' w w z 13 ta ..., 5 u f--"' w E d ID ~ Ln ~ ~ ~· ,... "' I " I "' ' ' I ' I •i .i J :1 Cr". t1 t--=c,...,,.~--/ PERMIT NO. <D , ) 0-, ' Ln ___ 2_5814 __ CCP __ --tl ~ j SHEEr 2 4 "' 1 ...... ,,] ~ ~j OF 24 'i ,1 ,,,., d L------------------------------------------------------------------------~---------------------------------------------------0 )1 ,' ' f: 0 0 ~ s , a • .. ~ I I I I I a s • ~ • . 0 . g • • m a 0 ~ ~ ~ ~ z ,,, I) C ~ 0 ~ ~ ~ ~ z I 0 5 a n ~ ~ ~ ~ m D ; ~ Z O ~ z • ~ . 0 ~ I ,,, ~ D ~ z " ' ,; 2 ~ 0 5 n a m D 0 " n 0 ' m D n ~ ~ ~ a < 2 • m . n 0 ' ~ "· > a z .m I) C ~ 0 ~ i ..::.. C s: [Il m JJ "}0-, ~ □ ~~t !lj ~'~ □ JJ ~ z G) z C s: [Il 93 □ JJ ~ z i \ \ \ \ .. \ \ \ GEOTECHNICAL BORING LOG ••ftr 1 Of 1 FtgJ[CT ltO. oUE ST/,U[0 PU~ n•n•!O !~'<FH TTPH! lf?fD/! ,a 81 !C>!ETAIKJEB i-- ll!J Clil!'IE c•r•o) ,,.,,,E {IJ SllT UILII TP'CX)lll SIPU: m ec-..c .. ,..,( m ME :w,,u !l g -~ u.01! NEW FORD ROAD Cffll!Cfl(V, gr Pl"10 ('1) HIV! wt. IC.I~~ 0UIG, 1.0COfO U 1101.Ut•G GEOTcCl-!MCALCESCRIPTlON' wt•O'tt-l>glt!ndd,.., -SN'IDSTO,,,e, rm,11. ;..oclum =~=-a,..,.ftffll..-.d-.lgH<"1dlL'> -~ • ....,.hard ,.....,nm Vml979 NMG Geotechnica! Inc. ••1• 1 !!ATC ~TAIITEO 6/21/9§ DATHNDW Cruu.lNG C:Oldl'ANY, s,n Ptrn2/G1lla9h'l[ el/28196 I Boring No. B-10 EQUn,IENT usro Buehl A<JM' GIIOU..O SU!lfACE El.tVATIDN ..l.!2.._ HOlEO~ll.-.i Olt!VE O~OP llnl ClllVE Wl'GflT lit,.) " . . "'-L i 1 "L" LOC,,,TIDH ~arimcnt S,tr. o.;o@,1]111ft zo.•oa,,.11• )r\.SRE•!OZUI CCOIIDr.iTAYION DATUM M~ " ' 00 • DESCRIPTION lCMAcE. OU"OSff (Otml Ydlow~,o .. ft o, ..... &,J1y$AND, O,y, looac po,o~•-fOOI h..-. @> I" 10 3" Or .... obro,.ft U1y Mo 5ANO cl.,,.., do,.,o l!I Z ~• SAM/>U' Gtoy .....ry S!lT, o-. <Nd""""""• w111". .,._,go FoO .,_,,.., ulty ,_ ID01 Noll .._ C'i ,;;,..,.,.,...u, • .-,s1.T.01o11j>,.<1dl,6"11uct. ¥11 107 (I 10" S""'l'Ua YOICW 111"'1' .-, SIL"T damp, mod'"m ,,,u, ~~ 1 ~ l -F.001 ....... g ... IJit,l(Jcoy,c,g..-SAND.-• d....., • .,...___, ... Ogh<c•av -~- 9dl,d au1 "°"II l,am,, ... ••nor>!Oull<lod ..,.....cs UnWa<ologwlow @119' tt.ddr~i,,,g. oolbwbnol<>"" 10 2• do..,..,..- '-~==·•~--------------110~ ( ~~ 14 @20· !>AMPLE Gr.-., ,o brown om .... a, 511.TSTONE. Oamp Ohft F.0,~ • ..trh-obe<IOM•Sll~ .. lrfar Mlkao.4 a.l, ... hg, .. ol er _2 GEOTECHNICAL LOG OF BORING 96019-2 Bonita Canyon Village ~ NMG S!\MPLE DATA 1'-ffi"" 1111?" +- f- I'! +of" 11'11' f--- " 1 ELEVATION fjl IU 80111:>IOLE SIZE l•· GEOLOGIC I I l I DESc:JIJP'TlON •~•e..t,i,,..,.,kr. _ _,,.,..,_ ---bdMplu --- !11.l'..,.Ll,-}'ll.__b_._ fr.....,. ... ...,... ................ , •,_., • • ~ILT'I' SAND m.l'l P""'°,i,,,t -• .. ,. --r-....--·-•' .. : :-.a:.--..-..,po,-,--. :· . _. '. WATEI Ltva,a1 DAT'E n'AATCO •rlJ,-,• , ' T'ESTO.-.TA tto M ... OIUUINOCOM~ANY ,,Mt<>J D,.,,, .. DAT'!! £NDED .lllJ,_,. BONITA CANYON IRVINE COMPANY EQ\Jll'ME!ITUSEI) e..,,., ~•r<t I.O!WEO BY T S..b,,zloo TIJTALD.nll !0 d!ta:FnllV A.Pon DATU?AATW 6/2Jf9§ DAlftNDEO 011,um,;;1:ow-mv S!'n P!M9/Glllft9hr, !i/29/96 LOOOFBOIUNG (SHE.ET I OF 2 I ,_, FJGUR.E A-S I NMG G[lDtechnical Inc. p. 2 EOlJ1 .... unuao j!:udc,:,t A11grr GIIOUNOSURFAC>c[l.EVATIOfol.~ ~~~Eo~::'.!;' ll<II ~-~:~~o~ ~c¾,.,.1 ~p,,rtmem ~'f~ I Boring No. B-10 DIUVE WEmHT llfl<I "· 11.Ji ., •• , "' . . . ~~aLe • .10 30 @ .... , ~ ~M,!'ft 001,u COORDIS'T ATION J ' ' DESCRIPTION TWCTQ ~n, 1otal c_,,,h 27" NoGm!Mwot•&,co.,,1....i o......,..,r,, ~IIW i., 19' Un ... r. -w lltd<oct.En_,.,,.....i.,20 m 12111 e0<tflllO!l Wl!h c.,n"'II• i j " 2 GEOTECHNICAL LOG OF BORING 96019-2 Bonita Canyon Village ~ NMG I ' SAMPLE DATA IJJO h :!:! 7ir"!ia.r1:· - OEOLOO!C DATA TEST"DATA DESCRIPTION • SANOTCl.AT(<;U.pllolOdo,I: '. ,. ____ ...,pi,_,..,., .. n.....,.-.. ""·-----· ~--~..:.... ·--..... '.;_:~ .:.:. ~~:~ ._, ....... ~;.:.;_,l: . ..-,......,.,.JOml "+-1--f-+-+----J~~=ci-~~~------+-+--+-~ ...,_OIJOlut, ....., ____ ., -No ..... -"G _ __,.,,,"' .......... ". i. I l••••~'-•nnc~!..'""'---''"'''-'--'--•• ;,=;;;a=c;;s•ara,,,-'-,--------17 1 ,.,,.,,, ... ,,-_---'--,_rn""' • EOREllOl.tSIU :•• D41'£IT..._TEO >11.119<1 eTht "'"" Tm.afou BONITA CANYON ; DklU.Ulo COM!'ANV "•"I' on1,-. CAll.tNDtt> .,1:1194 c"'I""",_ IRVINF. COMPANY I EQL'll'MEltTI/StD a.., ...... .., TO'l°All>D'lll JO j I.OOCIED !IV T 5«tl-Cl!~ IIY A ,. .. LOO OF BORING !SHEET 2 OF Z 1 •·• Ac;uru;. ,A~ I DAH STAAn:o 6/21 /96 DATE atom 6/71 l'lG DIVW'IC COMP~. Jh!t!!lher DoJl,ng I NMG Geotechnical Inc. Pogo I Boring No. B-12 lW<PMENT USED ~ r HOU. CIIAMa'EJI 11'11 30 GROUND SUlll'Act U[VATIOH ..l.lll._ DRIVE OROP lln) " "' •• "' '" •• DATUM MSI lOCUION ~•Jl!J>ent Sitt! ., ' l.oggmBy s.......,.odBy - COOllOJST .. TION OESCRIPTION o,..,.,,,,_ P..,btv HndySILT. ""'· ~ ....... 1u lo ""d @ 1• UMPLt &own log,--, b,own u"<ly CUW, "'°'"'• 01,rr, Cl. 1ea11...., v,..,11. •"(lhUy p,a,o,. to "'astlc P 2' Som....,hll1 loyorod ,. toe• th•e< o•~ 011<1 tr,,,,.,n c<rre-, lrne5UIO ..... $1lT, °'""O~b•o-,.,. oond oi,g~ti, mo'51 4 ~ @1'. t,'~~,ti t":~J~=~"!n d"< g,•v ""'°" CVIY _, odTy '"'• SANO. moh,. srlUJ<1..,t• fari♦<;0b~ oito ,,_,, ol ..,., • .,..one,..,~ o,r,go .,,,.,, oebtrfrbrocdal .,;u, IIS"<llclto ...... S 3 s· Se■,,...,v,..,.. 8" to 12-""'" z !CJO.. @:·5.:t~~';.."':,:.,'=~!-sANo1.-dy"c1.1v. .._,,-..., -ff, ..,,h >a11n"'1 pobbl., Monloll"T ..,d ,irir, brown to b<onn NndyCU.V.-,oi,lf -.. andF.O"OMHft<J 1111~ ,, e 1111 12 7 IOS7 ll1 122 ;/ 10 I NMG Geotechnicar Inc. ,._ 1 "' 2 I Boring No. B-9 DArtn .... rro 8/21/SIG DATEEl<Dt'O 6(21/9§ ORI.UNO COM'~ ~r,!lonti EQUIPMENT t/$BI Btn:lc"I Auger "DU; -.Lla'EJI 11,,1 ;!Q GIIOVM) Stmf"Act ttEVATIO .. ..!&____ DRN"t DROP 11<1) I " OA?U"' M<" LOCUIOfl NoMh Aru,[1mMJ S•t~ D,UW WllGHT Illa! ,.11.l..U.nn 9 15 • ~Ult II CODl!C/:;:TATIQN DESCRIPTION . ... ... • ' ... .. --_.,: "' ., 00 "' •• s,mp1..i Oy J!MY/"TP ?Eflf!AC~ U~POSf[ ,.,.,rn:;?I Yellaw t,,o....,. O•""'J• tlr<>Wn ,o t.., "1y f>n• SAND, dry, 1oo•o, "°,ous, 1001 h..,,, ~ i· °'""1• """""'' r ... SAND,..,., •• ~, mo,st, F.-0 11..-ied 1.....,_• 0 10 5" d"" @2 s· llAMF'U. IJ.;il,t ~ .... ft ""I• @, <I' Fino"' ffledi""' gn,jno~ il 5' 5AMPL~ l,gh< blGwrl !o """''°VOfY tlnu-,oy 51LTIS,lly 2 f"US"t'=~~-... frlobr.t hll"""'"g.,...;,.,.s,n,~..., OLOl\l!Tl!lR,O,Q'.DEf'OSIT !OtmJ): ii 5 ~• FeO .,..,oo:1,,,.,_,_ o,o-0<om• .....a pobb'"' -.. -w '1"1 ;roy monloo •-• bmwn ,.,, •"""r SILTSTONE, modlom 11<1f I;" 6 5 Bed or Jld 1mnom SILTSTONE I' 1hlck no, horLrontal, ;r:~.:,u;;:,~~11~ -w liilhT 0"Y utldySILTf "hV ,..,. 1i,,, l'llmo,Dy liilht .... , lirlo •"""Y5'LY, FoO n ... od m,:,nr,r,g ·""-""' (" 10' SAMPUt l..lgftt bm,..,, to 9,rr Sl~Y, domo, rno,dlt,m ""'• :I ""-v,lth F"1 ,talr,ir19 Cl u· SMff'LE U,;it,1 g,.,-S"-1<0 '""'"' .,._ foablt IP 15' Molobolk.l """"""· 1 S'<tu<Ohf'IOnhwolf ffiolo~ bot....,., 11• ""d 2i• 10 I.ta! @ 19' S.IIMPLE• ,;;,..,. ltftd ~oh, bro..,, • .,.,. '"'• Ull<ly SllT, ""-d""p, ,,,..,...., ,tNI. 1omo F.O St1,ll"'G P 21 Han:td""1ng. c.m..,,.., sri.moNr ano1 ..,10.-,.: i..o.,.., ~ • ;;::,,~;:b~-::i:ic 8:'.::."b':~~ ollr~ Ct.OY1~ Cl.AV, F.[.: IIEDROCK rrm1 •• \• i;: N2til: ,ti 2J" D•tg,rr one! v,-, monlH •illv Cl.AV, "'11h •h•orOedde<l mode,•1eco"""rbodd,nv ii-"":G::'.E:::o=-r=E=c=-'H:-:N:-:1c!-:A-!-L-t=====:::":::,,:::.=_,===.,__.,__-"::F=::-i1 1 LOG OF BORING Bornta Cany1:m Villogc NMG I NMG Geolcchnical Inc. P>o> 2 IIATI" ST.o.itrm ~ DATE £NDEo 612119§ DMllN<l COMPANY Gallagher 01111,n,; I Borina No. B-12 EOUll'MENY u"81 ~flus!rnl Aooer 1101.[ D~ETER Dnl D"WE ~OI' lit,) • GROUND 6llflf"ACI' flEIIATIDlj .1iL...._ OATUN MS! D,avi; mioor !lbtl P:i• PW!l7J ft ,.,.o a•,~~1" """"'"@•nigB LOCATION South An~rtm~nt Site, CODIIDISTATION 1-:~ ~ -:: !-k •!i.. -- ~~::: ¥: I-~ ~~: ;.~= •• " DESCRIPTION' TW(TQ S~lodBy Tfl 939 129 101 au SG1273 lt-G'-'E'-'~"-'~=J.-E-C-,-,-'H-N::-IC':'-A-'L--t------•• -o-,9-.z----'--'-";:H=::1 LOG OF BORING Bonita Canyon Village NMG l : I NMG Geotechnical Inc. hi!• 2 T£$T ... lttl 6/2) (AG DA?E ENOlD .fil2.Ill!~ :U.,.GCOr.lPAm' San D•,no Ordlrng I Boring No. B-9 ~r usro Buckf/I Ar1ger ..,u: o<AMrnn lltlt :10 ' l ' ,~ "I ~: :'= 1Q!il ~Q. ~; . . --: -:;;~ =~ E·W,110 ll H , GEOTECHNICAL LOG OF BORING ;w GrulUNtl S1JflFACI' fllcVATION 140 DATUM MSI t.DCATION NQ(lb ApMtmf'nt S,rn COORD/StATION DESCRIPTION' s.mo1o<1 e, BHYCTP ~,ghly lr,ctun,d •""1' u, I'd<, •·•-dry 1 I•" !h><t @z4• lO i,; SR.TSTOfl'E oomont.., ro"" I• I' lhck on-,'""' N>I <0"1""'°"'• hlled <11>1 ••• IOll ol h•d "'""'""IC! llil<non• (jl25'to2e5"0-1..t,,_,,,. h'9hlyl><Ol<ffl @I ~II 5 L'""q o• ""'M1o "'"''10 t...,..., S.I.NDSTDNE, h"1hly "'·-lrom 25 5 lo ze· II'"' <!anv SILTSTONE n,y l<aolutlld !OC10,,lc 111,.,..t '"""°'"'Y .,.,..,,td I!' 2e• etlow ""-•"-•"<1 chongn i,l 28 5' Or-ebn,..., """""'H S""'°STOM,, 4" 1,,,.0 bo>ddlng MIOw !hlo """""""'"Ydepln~ IO .... , grrr .... •aldl1onomod .. ot-,lrat;(ul<d p Jl" to J~• ~r,ed....,o gray 511.TSTClNI'. -••nll bM, d",ooing lo O<lt1h,...., @131 e· ~ """"'"'"• --mo,001111. 'oc-boddlng ·-· C, 32 3' Cl.O.Y-tlon.,ir..,,,,...,1,:, ,h,n SILTSTON<: moro bac1ur..t. l>oddo,go1r .. , by froctunls C, 34' Dodt:i,ng roundlloldod • J§' t.Jvhlor>v llnoS-'NllS'TON£. P<>abie-bad, Ml,._,,, .....:!rn>oo. lntoclmddod d...-,. ,n,010M Q 36 5' 0-f;ghl 9rrr1>ANOS'TDNC, a• th!"-<, und,mool, c,u,n •"'""I z•t-v I IMJ~ Cl41"SA/,IPl.l;•\af8Yoa,y CV.Y-..ittl"""""'""'l•...-.:1. d...,p, Cl. lfltl. lhOltt botddod, oloQI,, .. ,,1m••irod NOTES Toto! Dop,h •l 5 No Gto<rnd .. .,., Enroun-Cr,,ng ,I 1 S' to !2 C...od~•-•:i•....r22,ooo-t>o<oto; a..,,oac Eneount.,.,i n 22' 10 1181 Doffl1holo l09m ,o 3a Darl!ll.,J ..tr~ Cu111ft;o 96019-2 Bonitn Canyon Village iiii NMG . ·, • i : OATESTAfITED 6/2J/9fi DATe[lfOEO 1 NMG Geotechnic_al Inc. "'1J• 3_of_;t I Boring No. B-12 • , I : D1121.UNOCl;l>GW«. GOllaghrr 0""' □ 9 [QU ... ENy usu, Bm;i;M Anoe• HOL£DtAMETs11ir11 ...1_0 DfflV[ OIIOP rla) 12" DlllV~ WOCHT _,., • JD~'I.~ ::.:.. ... --:--..: :.:--:: .... ~:::' ·-:.· Si. • • • ;.• .. ,, " .. ··-· .. : : . . .-. .·.:.' =~- "'" "" H u " GEOTECHNICAL LOG OF BORING n 6/21/96 ~IIOUHO SURFACE UEVATJON _,_,_, __ DATUM MSL lOCAtlCH Sood, Ap .. omem.Srte COOFIO,'STATICH OESCRIPTION r-vao TONE man,, • .,.,.••"• 101 • ZS I Oeo-o.v--• 1.tyor..i.111.,_....,_~ $lll$TDNC -d.-lr ......,. -Olly 1:1.AYSTONC • Oe1·s...,..P1.E.5-.. e1to .. 96019-2 Bonita Cenyan Villt1ge 101.3 24 I ~ NMG , NMG Geotechnical Inc. ,._ 1 "' 1 OAn l>YAIITEO 6/Zfi(R5 DAn utOlD:~6 DRIIUl'C C01"1'AIIT. G"ll"9het pn"•nn Boring No. B-18 EQO!PM£rfr U!>lD Bl'det Au□"' DRIIIC 0ROP llnl DRIVE W8'.i>ll llotl • ! ! .. •• " MOUND SUIIFACla El.£\IATION .1Jl2.._ DATIJM M"<il. lDeATION 0,,nJral Southern Par;:l)I 10l~lD COOOD/llTATIOPI OESCRIPTION S,..,olod By ..._,y . : ., "' " P 2 SAMFU o,~ b<o-sll;l\tfy clO'fO'V f,-to medrum S4ND. dlnlp, "'°"(um d...,_ 5 X p 2 ~-$AMl'lE °'S'II• ""'""' wty o<ig~!lvcltvev $AND <lamp, me<ltUffl oenu ,,. 97 '" . : ~-- !i. :-;: •'• ... ·.·. • .::. ,. ~ .. _ '.·· " . .. "' GEOTECHNICAL LOG OF BORING 0 1" lMS 0'"'19• "'CN'e b,o,.., Iii e s· Mod...,, b"'"""· ""'"' olt'yey ~D ~~s To!ol ~h 13 5' OncountOfOd !lrnvnd-A< 1 J' l!octfllHW-iUoC\111""9 96019-2 Bonita Canyon ViQege BONITA VlLl..lt.Gl: !DOB 192 " DlaMted -~ ~ NMG ""'""'"""'°'' 9'-112~ taff'tilllr P,DUNSTEll ~9r A.I"ACE r-------------------1------------,1-----------' PA.26A SIio« .1. ot -1. I c------------+-------+----=--•"""w MA\'HF:WJOOQ Dri1f'"r M,obot:1 M't!DROTAR\' S,O.),IDV:!ILT.~ .. o,1ot\ooo,st,...,.,,_,4u1:nno-.-.d,t,,,,,,,. """"ed di'/' Ndlt.imok>t<,"°f'l'ia-otl<_< __ •• , 5/LTYSAND rt'l)'illlffi"5,<bdolq )"<lk,,.,, "'7 _,,Hl'dJ' • • ..,1.,_~"""' --,rrcntd--•~~ ct-llllod: rnao,.,ui,tol'd-•rrodnlo..a_,-- • ....,.1,i,""""'"'4>,ky.n.,,,,.._ ""'~-, ... ...,,.,_...,_ ' ,_ Oll'filff.l ll.O ... ' • " Da■fi&loloocl 911195 i I Q .. i§ ;;; .. C, ';;;' Cl. 5 (.I) -;,; > >-z 0 0 N 0 a:: ';;;' Cl. 5 (/) ,-... 0, 0, - PERMIT NO. - ,,, z 0 ! 0 z w a z I-"' 0 I;:; "' ~ffi w z 13 z ·w 'c :,! /5 25814 CCP SHEET24A OF 24 I I 1 I I I I I g lJJ z C ~ rn :a "~------~ z ~ D 6 • 0 :a ~ z G'l z C ~ CD m JJ /. i I ' I, I i ' J I I I I i' ' i ·, / ' I \ ' I \ 111101!10 Holle,. s;i..., '-'oN• n SAMPLES ., I" " " .,. I ,,, ., TD/BH'r .. B-15 140II, ot 30 Ind, C,1<1p Shoot 1 of 2 .......,..,..,.a,ou,of ,;,,,,.,.Eio .. ,.,,,1,,1 " MATERIAL CESCHIPTION = (ii O' G, .. un<ly Ollil\/El- •fi>-1' Mod;._,, 6,,;;.;; >tiilhii, "el:.=j"Y .. ,,!;'.o.N6, ""ih t<ofiall ....,. ...... , ..... 1r.1· ....... , ..... ,. =-"' 5' n,...,..,.,,,y 1h: SANO. meln. b>9o, .....,....._...,. (110-M..,.-.,., "'°""' IO 'I"'/ llf<lwn ~ ·-lond, Cl.AV, wet.strr,.....,.,,.,._.,. __ ,c: on•s TISm "" REMAR1,6 2• 100 """'w""'°"'~"'..-·--.l'ZOOSA 'ii .. " I " ., iiii NMG Gffitechnlcal Inc. Donita Canyon Vl!lngo '" - E SAMPLES ! ~ ' l 5 • . :~ l • • li V 0 ,, ~ ,w 1~ " •o,.- " ,., " Cl'.i:N =• 11rr ,,. ., ' ~,:ro " .. ,ro ~ " ~ NMG Georet:hnlcal Inc. - LOG OF BORING Bonlla c.nvon Villl'JI PROJECT NO. 86019·2 MATERIAL DESCRIPTION B£!1ROCX flt<>! @30 G,w,o p,aybro""' o,Odo,m.., ,;outoo SAflOSTON[ ..,....,00,•ory<l<n•• @40' Lrrs«I p,ayand C'""II0 CLA't'STONE,--, '" nmmOd, nm. pl-,e, """"'"" ell';. FOO .,...,..., ii 41' dr,iiih\i iiloNl'lsto;;it:Mt ;;,-.:.;;;.;;;oci, fflV .,.,.,·,-. • NOTES Toto,' Ooo,t, -42' G<v<lr>dw1tor--1t21 ti" -.i. Enooum.,-, n so• IE! 150'1 0.:1.11\od ¥rith Cur!Jnr. . 21 108 22 105 B-21 Shnl2al2 ' ! OTHE~ ,a € TCSTS " WO ii~ " R.MARKS >u 00 " "' " Figura --. -- '" I " " .. ,. ZRDHlllng MATEFllAL DESCRil'TlON ~o· Brnwco,~ 11'"'1 ..i,, ,..., s»m .. ru,.,..,_ mo,1.,.., ·- $"•o• bttv dlii,;'oondysiLi'lli!ty....:i."irtuiiiOCC~· .,m."""""" oe,,te, F.O ouln~ ~--ii•~ ~-Clfl' , .. ,h r.o 110lnlng dO'fffln• """"''ed 1 lo 1 s·-•od .... o<OT,..,.,.,"""'"""'"" l"'J'"'l-hhO .. ..,"'9....,..•0t>t, 1 ro,avto4.,~II'""'"""._'""'"'· -·· NOTES lo!al 01111h 44' ~., .... ..i .. 15 s,.,.,-~o"'""""'"""' 11r e..;1,...~ Etloo.,..,orod M •2· ce 39') Back!lllod ¥11th Cunlnq, ...... n, TO .. Holow 5,..., CME 55 ,_Olh u JO ln<h Oto~ " " " 02 l7 I I □] " " a I <>!i .. ~ 111 ·- MATEfl!AL DESCRIPTION "''-Al.l.UVIUM ID.all • 00 M«loJOlfrl';~<O;mM•sondySllT dome me-:1,....., 'loll ,rt:11 .. , '" @I 2 5 □1aybn,wn r,no U<'llV SILTi.il~ SN'IO do..., .,,IMoo,, lew rt>O!h9or1 LOG OF BORING Bo<!lto Cmrron '\1111191 F'ROJECTNO, 96019,2 NMG G!!(ltN'.hn!al Inc. B015 ShHI 2 of 2 20 95 OTHER "'" ... REMARKS 30 U CNAl 24 103 " 7 110 11 118 OTH~R "'" '"' REMARKS 20 1,0 Al. " ' ! • ! ' NMG Gcotcchnlcal Inc, ... ' ., a o-.n ST/UITW ...§llM.!!,__ WI.TE ~OED !:!1261!!!! I Boring No. B-20 DRIUJflO <;OMP ....... G!ll!'<rhef Qnlhng lOUIPMBtT USW aoc~,t Ava,, :°r::D SU~1:E ELEVATION -'-"'---HOUOIAMEffll tlol 0 OIIJV!tlROP!ln\ ,,. LOCATIOtl EHt Southern par!<el nmv, W!IGHT lllt•I 0.1•@;,nu,n H-'Q'@l~!,(ft 41).11~f'IOl5LB COOOD/STATIOft DESCRIPTION j L r ! 1, .. • ' i Ji :;; TW i i-S ! 1 ll e::: L<><;c<11 By r i l .. ! il l }l ., ,, ,_,...,. TOIBHY • .. ' ~ ,~ a,_,. ,..,d~ CLAY, d,y, .. ,II. olo"od. "Nd>, l•II" ccocr•U . . ..., .... " n . --:-£.· "' '" ·~ @ 3 ~• Mottled dll'k o,_,, p,sv onng, ..-.:Iv ClA'(,damc, ,o .~ ., ' n noo1n ,till -¥•1y tt<. w,11, "''""""' gnvd "°""' "'U"°""' a£ !oi5~'.':rrl~~1i~1t;~:•::;: :.i'. ~= ~~-;:.•o ;~ ,._.., i..G, n,ruww n,d 1-_, ... , 11 ~.: ". ., ' n (" B"SAMPU: Dll'"<ll'ty-tOMyCI.AT,...,lt,,mednlffl .. ,ff, abutt<lant •'Ii- ~f Ill a 5" Ko""""'"'...,...,_...,,.,,_ a,,:• lhd, ""''' "~ " n •• r long, I z· d..,,.,,.,., ""''· ,.. -t~ Pg• Allorn01,ig dotk t;own Sill ""d orsvClAY. Olt'<l<'O 112. :::~ --••o....,odor 114 8 '" . ~"' P 10' 011'0 ;,av ON..,_b..,_ llftv ~ CUT, rnoltt tnod;..,, CN AL ., .. n .,,ti, ....,1, OL'monog, .. or, olightly ploo~c.>!ight !roo-o,>do . -_:.-,,;;• ...... ,.: @I 11 10 14' 5oU ton• con puoh pock 2-'" "'10 "'" @I u· CUIY. oo111omodlum """ ""'Y molOt.plffUe. -- @I 13' ClAY, \lrifll '""'••o•t I-"• ooh '~ (114" Mottloddorllwo..,, CU.Y, moist. 1-·.: 112. 3 171 Ii. ~a-:. @115' SAMPLE O..t~trvll'"" °"" !><own ;,av ..,d'i CLAY, •• ' ~-mom. ,.,.,,r....., ...rr. """''"'"""• gr .. .r. o&yhtrv ptm11<. """'"' ~-~-P 15' Slltr CLAY. with t.-.d.,.,... ''""""'" 0 HI to 17" Sol< Oft ca,pad, pH In I 2" ~-: I-~-:-@117 ij" r ~,av cloy or, , .. . i:.::--,. .I-~= @1~5'6"ftoc< '" 9 20, '\"!'\uM (" 20' SAAl"LE S .. '1 n tb""" " e~f: '"' .--0 0 22· r,..ic ,...,.clAV >M1h """"-~· cbuob or l S.o.NDSTONE . ,,, .:.-. " ' thld:.oo!tCLAY.unovoltPdi-, 1-:• ,. i.;-_·_ GEOTECHNICAL 96019-2 ~ LOG OF BORING Bonitl'I Canyon Village NMG Bonl1a Conyon Villoge '" B-23 ShHI 2 ol 2 " I " " ~ NMG ~edmk~f, lr,c. MATERIAL DESCRIPTION ll<DAOC( fT !Pl Ill ~O Brown"h gr1v 1<> Q•ov0.AV mo,.L m..r .. m s1oil ,my otm1oc '""'" F.O ""'""'f• w,:h oou,o 5AP{0 ., "'""" baull 1,1 ~5• "'•"!"" ll"Y.,.., run oran110 nn<lv ofltrCLAY, a ..... ~ <O moll! •~II ""@44• llar<!OI Ctill!ng •• p-45• o .. k11r-r '" bl1e> ,:tsyoy SilTSTONE, ·-· na,a Vtftt ""cacoo~t, """vd'"Od p so· Darl11ray '" bladl SllTSTCiNE ""'" """ ..,,u, SANOS, w..y wa.:,,a, a....., lwd oom To,orCcoth~IS' Ornundw,1..-l<tcouniorod It 15' Bodtool< E""""11,.,ed or 30' iCl ij1 'I BocU""'" .. .,,, Cut1"1l' 25 102 33 118 O™ER TrSTS '"' R~MARKS Figur• NMG Geotechnical Inc. """" 2 .,, :1 :~~'":~:..;,:ww:,noherCir~,~~gmnm 6/26186 I Boring No. B-20 tOUIPMl'.NT UliED Bm;l;et A•i9C' IW!Otllm SU~~ tltVATIOlt ~ HDLEO~ETERllnl JO 041\JM. DIU\'l; nnoP ri,,1 12" lOCATIOII E~SI southern pm-eel D!Uvt; W!;l(;HT ~,1 0::z•@ ~<)l!?I $ H-10 p !9'!19(n •O .. IWf' 1(>15l9 COOll!llSTATION DESCRIPTION -loa,crtd 8y @I 28 8 12" lhlolt 5ANO lilll COU.WIUM IColl 4!I 32" Dor-b~ ,;riy CL.AT,""'"'-ttlrr, tea-.... ~.,..,., churo<S oOglltfy porouo ,oaJ 182 l Ji ,, ' CL @I 3~• SAMl'I.E D•k twwn vrr, 0<ltvCUY, ..,,h ,,,..,.,..i rnundod """" ~,t,tl ... d.,,,.,, _,,,r !Ofl'"/ 11~1, ll!gMyplnUc CN .<.L "' . ,,. -1-:...:: ~~ i-c- -•Q. ~t " .fO" SAMPIJ' Mort\ffl mw,f...,. d"'1c --wllh rt1,M guv 120 1 140 . -~ Et ~:? Cl. 1>1-'ltlftdyCI.AY-h"""'IPtt>tl-.4-np rt~lto._.,.,.s,,,r ~1rvp1 .. ,1¢ @I .fl' Sam<t n abon ,.hh thh t.-,,or, olo,_ bta..,, One ,..,<lySILT SP TERRACE (OU'!t). @I•~ O<.-;t --ttlgh!ly ,:l'Y9'!llnoto mod,uM SAND mo"1, dOft'" • •.•••.: •• ,: lZ ()4~'M,.Jlumg,..,,-bn>wnm""'"'"'""""'"SANO, .. ,m,,Od 11101188 08 12 SP me<ltuOlffOl>HIO-• Tri.bl• (;rtlng U":l&lotoanrr,~rthtr ,e.ii .,. '-f/ l'f-GU,.E"'o"'T'-E-:C-:-H'-:N-::l":C'-:Ac"L--i------,.-o-19--2---~~"";H=:::;1 ~ LOG OF BORING Bonita Canyon Village NMG l NMG Geotechnical Inc. 1'>9< , ., 2 OA'l'E nAI\TEO 7/Hll96 OATE ENDlD 7/19/96 I Boring No. B-24 DIIIWNO COMPAHV. Gallagher p .. n.,g (OUll'MENT USED BUCKET AUGER HOLE OIA.\le'UR l"'I 30" ORNE DROP 0,,1 " liAOUND SUllFACC ElEVATION .Jtl.._ tlATUl,I sM=Ss<~------ lDCATION ..UOL~:1 DRNE WEICHT 111,o! O.Jn"@Sf•'i o ,n '\~lDO!.,S ,;~ORO/SlAllON "' - . I~~ ~t ,i, ,, {:~ ~ • i-:;:_:: ":'::: .~ "'· n. '1:' -,,. J·Nl~E M5£ JN•OE " BH70W 5SNE SH25~ 35N( ~ J !-o~-s -v~ ----=-. ?c I i J l DESCRJPTlON TW s,mplod Bv _B!-l<eY~------- AU.UVIUM @O 10 7' Dork "'own Hndy ClAY, <lamp, .,,11 Er:500Ci::in.ANtlsuiiE-MATERiAi.l-------·---- iP 7• "'""'"' ~lrll ""'""" I"" orangowo .. ot...i SILTSTONE ..,,,h 4bundonl ""''""" Con,oc: .. ,,h h,gt,t, .... 11,.,od BE CROCK l>,g• "'1-"od ""'"'"' OU11<1ws @ ~-~ ;;• ,nf,lo~ 1n,n,ol burrowJ. ,w1 or we! d,.clopod r,oc,u,., h .. .,.. F.O "'"' @ 10 S.o.Ml"..I; MolUoct brows g,oy i11n• '71V o,.,,;c closer 93 1 JC e SIL THONE w"h FcO ,1..-., damp to mo,st 11dl ,.,.h ~°'"" "" '""'V'"J. "'°"'"'" """"""'Q "'"" ~•Pl~ 0 12' Vollo"' JO<O .. e t>e<lro or !roet\llo !,US _,.Ok -..n st,rf, "'°"''• ""<Y l1o°'ur<d hi;!, ..,;eo t•-•••• d,p do""<llr:> ""' o1 lktp,, ti, 1~• ut, w .. thorOd. SILTSTONE @ 16' Lo"II lro,:tu,ofro,n olx,vo •<rt• halo @ 1ti Wd ~e-,clo~od pt•R"'J0"'1 001 OOnto,"°"'• lt<••-!O<l by .. rt...r,o,n, l.oo= 0 \9' lr,f,t:«r ,...,., OU<IOW ..,,h \OO!H Htptog ..... , m>Rt ... , d,pp,ng l<Kl\11 .. w,tlt h<""Y f«-• @ 2~ SAMPLE Modmm b,ow~ to ~'"V br<t.,R ct,ye, SILrSTONf; wnh F.O lll<mng .... ,. Sbll. "''"ltoddod ... d ....... .,. f;l 21• H .. ..., f..O .,.,,ed w..-.ical 1'actt"•• nu..., Hei>'II• @22' Fnc"-« "'"' 40' """ hoit -th wan, _,"'II• ,._, ...a, a,o •••P•~ ffl<ld•flto !o ONV'f • ,, ~! ,1-...... "-"=--"'-..ll-'-+-------------"-.J....-'----, i GEOTECHNICAL 90019-2 ~ 111 LOG Of BORING Bonita Canyon Village NMG -::, ' i ; i i 1 NMG Geotechnical Inc. P•~• 3 " ' OATE STARTmc. 6/?fi/9§ oAnu;m:o 6126198 I Boring No. B-20 DRIUJNG COWA!ff. Gnnnahrc Po1boa EQ\lll'MENT \/$En 8nC!rnI 5119,r ~OUNOSURFAC!!.EI.EVAnON ..ll1JL_ HOLE OIAMETtA Ckd OATIIM OIIMDIIOPDol ,,. =""' Enst SQulh~ro pn,eot ORNE WlalGHl Ob•I <>:t•·• ,o~n • ,, .. o a , 1,,, o •M, a M' 51a COOIIC/STATICN -!J DESCRIPTION j ' l -; -, L s s j h :; ~ .. I ' ' I o::: l-=ed Ev ;! ! l g ' ' fi ., !a _., It!lf!!f!' I ' ' ' . NOTE$ T~,or Depth 5r, ....,.,..,.., .. 11 o· Oo;m""t,o Loi,~Od.., 45" ,,, H<titSq.ao""ltlo..ity 10 1025' c ..... ,45,o•a flo,cthle<! -(h Cu"~• " . -. '"- " - - "' " - '"' . . . ,, . . "' GEOTECHNICAL 96019-2 ~ LOG OF BORING Bonita Canyon V,lhrge NMG 1 NMG Geotechnical Inc. Po,i• 2 •• :i OATESUJITf:D J{lfl/9fl DATEENDfC ]IHJ/96 I Sorin!! No. B-24 tlMUNO ~OMPAN'i' GallMher Q[illlng tOl.l:PMl!l'ltusm B!JCKFT APGER ______ _ G~OVNI> SU~FM:E lllaVATION -91_ MSC :~E00'::!!~""1 _.>JJL~,.:c... __ -- "- ., . . GEOTECHNICAL LOG OF BORING tll>TUM LOCATION (:OOROISTATION DESCRIPTION " l"llgOd By _TWc, _______ _ S=tplod 111.l!] ~•1Y,:_ ______ _ liEhliod:-- - - • - -·-·-•• ----- - - - - ---- - - 4!' ~2 s· s1;n., ti ~3• Uno><id!<od dorl; ~"'"'" ~ blockda,<v&ILTSTONE .... , "'" @n~·eor,,..,,,. HOTE5 TOtdDtplh39' s.._,,,. . s,.,.r~w ..... ,u lle<i«>o• • 1" or J2" Do..,,...,lo U>agcd to 2 1" &tlh!lm w,th c,,.,...,_, 96019-2 Brinita Canyon Village ~ NMG Omlll 6/1Bl')6 ,_ ,_, -· " t!I = Dttrmurr n-.g ··~ ,-B-21 -·-'" =-. H..,.s....,...,.,._s,, -1•o:ot, U30-Pnop ' Shf,~t 1 of2 ,_ ~ .. ,_ Modlllod c .. uumr-. sn """ 11o11-. s.....,... ... , ...... , ' ,._. ........ -.. ,-"""" :n S' °" B•IB-!G I rO!;; Dt<ttll ., -Do1,M....-,_(111 -SN Flg,o-1t t Fa, I.Dcotlan bn 5-...., Pora! I ==:.~~l '" • SAMP\.ES ' ~ 1 £ ; one, : ,_ "'" ! 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'-",tl<~hlly ~lmka Md rollow -olh-, 11<,o •~ m.d'""" S.lND mom< ' ., Q, i1 5" S1ond"'11 *•or 1•150 ' LOG OF BORING ~ 80!\b ClltlYOn Vll-O- PROJl:CTNO 96019-2 NMG Greob!dlnlc~I ,~. --..,_,,._.,.... 0 !I! " iii w 0 a': er <} V) 3: > ~ a.. ~ (/) 3: > fii "' 0 ~ 0 ..... "' "' w ~ PERMIT NO. ., z 2 ., > w 0: w :, Q 0 z w z 0 z 25814 CCP SHEET24B OF 24 / I ' I I ~ ~ G1 z C :s:: [D m ]J ~ • ~ ~ ! ~ cl I~---- ~~------~ z :,: 5 ~ ~ 0 ]J ~ z G1 z C :s:: [D m ]J I._ _____ _ 0 ]J ~ z G1 7