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HomeMy WebLinkAboutS_5219_SA B C D E F h MARK 1 2 3 ~ LOS ANGELES COUNTY N ~ NTS '. ' ' ' I tu.LW'.RN YORBA I.JNDA BL \ID 4 5 6 7 8 PROJECT NO. 5-62 BIG CANYON TRUNK SEWER 9 10 PROJECT LOCATION BIG CANYON TRUNK SEWER -i!S.l,_./:V---...REPLACEMENT SAINT GEORGE RD. CLUB HOUSE VILLA PARK I '1, } I,','.\ - ! 'i ,\ ,' i' ! REP CEMENT PACIFIC OCEAN {-._ Mc FA DEN ST ,SANTA ANA WARNER A VICINITY MAP PRIVATE ENGINEER'S NOTICE TO CONTRACTORS ::J::J' \iJ Iii, ,,, I . I , THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITY LINES AND/OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. HOWEVER, DUE TO THE NATURE OF THE BUSINESS OF THE GOLF COURSE THE EXISTENCE AND LOCATION OF ALL UTILITIES MAY NOT BE SHOWN ON THESE PLANS. THEREFORE, THE CONTRACTOR IS REQUIRED TO TAKE DUE:. PRECAUTIONARY MEASURES TO LOCATE AND PROTECT ALL LINES OR STRUCTURES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE 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 THF PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR, AND 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 THIS 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 LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. RECOR,D DRAVVIIJGS 05 07 DESCRIPTION DATE APPR. DESIGNED BY:~ ______ _ DRAWN BY; ~M=.C~,. ________ --······- CHECKED BY:~ =======_j I • LINE IS 2 INCHES • I AT FULL SIZE (IF NOT 2• -SCALE ACCORDINGLY) MARCH 2006 BENCH MARK: 3S45-99 NGVD 29 DESCRIBED BY OCS 1999 --FOUND 3 3/4" OCS ALUMINUM BENCHMARK DISK STAMPED "3S-45-99" SET ON THE TOP NORTH CORNER OF A 4.0 FT. BY 8.0 FT. CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE EASTERLY PORTION OF THE INTERSECTION OF MAC ARTHUR BOULEVARD AND SAN JOAQUIN HILLS ROAD, 70 FT. SOUTHEASTERLY OF THE CENTERLINE OF MAC ARTHUR BOULEVARD AND 165 FT. NORTHEASTERLY OF THE CENTERLINE OF SAN JOAQUIN HILLS ROAD. ELEV: 249.400 BASIS Of BEARING: THE BEARINGS SHOWN HEREON ARE BASED UPON THE BEARING BETWEEN O.C.S. HORIZONTAL CONTROL STATION G.P.S. NO. 6249 AND STATION G.P.S. 6269 BEING NORTH 43•55'33" WEST. PER RECORDS ON FILE IN THE OFFICE OF THE ORANGE COUNTY SURVEYOR. UNAUTHORIZED CHANGES AND 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 BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. LOCATION MAP APPROVED "RECORD DRAWING" /:1.~ __xv'P'_f t!_ FLORIAN IOJA ' \ , SEP\IOR CONSTRUC(t30N INSPECTOR NTS 1\1,::,\1'.)7 DATE 1---------------·-------·, RECORD DRAWING ORANGE COUNTY SANITATION DISTRICT R.C.E. 31918 DAVID A. LUDWIN --DIRECTOR OF ENGINEERING RECOMMENDED D1,TE: ALDEN & SSOCIATES CIVIL ENGINEERS PLANNERS LAND SURVEYORS .. )tt?k~.>-/ ,J /fu~~ R.C.E. 53657 MA TfHEW P. SMITH -GINEERING MANAGER PREPARED UNDER THE SUPERVISION OF: BIG CANYON TRUNK SEWER REPLACEMENT DATE: PROJECT NO. DRAWING NO. 5-62 ORANGE COUNTY SANITATION DISTRICT TITLE SHEET G0001 1 OF 17 A B C D E F 1 I I I I 2 ,l--cf I --....... ~ MAINTENANCE I ................ YARD II r--- 1 (;y I I fl~ ~) ~ / ~ 4TH HOLE 3 .3RD l~OLE 4 5 \ 14 ----+ --------T--\ ",,,,--2 5' (TYP.) 5 6 \ \ 2ND HOLE -------------------------~~ '-- RECORD ORA WING THESE RECORD DRAWINGS HAVL BLEN PREPARHl HASHl IN PART ON INFORMATION PROVIDED BY CON rRACTURS ANIJ DCSI > TNSl'fC fORS l-'=od--f----CR::.::E:.::C:.::0.c..:R.,:::D...=DR'--'.Y.A"-Wl'--'-'--'-NG,,,_'S-"---------------1---o-'~-"'7'-+--I DESIGNED BY-'--',S"".K"---. _______ _ DRAWN BY• S.K -------- CHECKED BY• D.B. ALDEN & SSOCIATES 5TH HOLE DRIVE 6 7 LEGEND: 8 EXISTING SEWER MAIN EXISTING SEWER TO BE ABANDONED 9 6TH HOLE ALIGNMENT "/:( PROPOSED WORK AND WORK ZONE CITY OF NEWPORT BEACH PROPOSED WORK AND WORK ZONE ~ STAGING AREA MATCH LINE (SEE SHT 2A) SHEET NUMBER APPROXIMATE SOILS BORING LOCATION NOTE: CONTRACTOR SHALL HAVE A 4' HIGH SAFETY FENCE (GREEN) TO DELINEATE AND SECURE ITS IMMEDIATE WORK AREA AT ALL TIMES N 10 -------------------100 50 0 100 200 \ CIVIL ENGINEERS PLANNERS LAND SURVEYORS SCALE IN FEET 1 inch ~ I 00 ft. PROJECT NO. BIG CANYON TRUNK SEWER REPLACEMENT DRAWING NO. 5-62 I • LINE IS 2 INCHES• I AT FULL SIZE 2552 WHITE ROAD, SUITE B, IRVINE, CA 92614 ORANGE COUNTY SANITATION DISTRICT SHEET KEY MAP, STAGING AREAS INGRESS & EGRESS LOCATIONS G0002 MARK DESCRIPTION DATE APPR. CIF NOT 2•-SCALE ACCORDINGLY) DAVID I. BACON P.E. 40496 (9;1'9) 660-0HO FAX: 660-0418 ,•" ,,;; ..,;', ,,,, ' .,.,, ... _.,,,._ r·_,.•,.,.._,, . .,.,,'.: .. .-' ·•"' / 2 OF 17 <D 0 ~ cry N t gi 0 N '" 0 r--< co' -N rJl >-UJ UJ I rJl 0:: UJ s UJ rJl D rJl u 0 0 " -- I --------------. A B C E RECORD DfiAWING TH£',!' RE(Ollfl 1)1(~\Vl~(;I 111\VI "I I l1lill l'l\k \i',J PW.TUN lNHlRMATIOI< r•11<:111111• I<¥ i '>f<ll!Ai 11,1<', ,\iJ,, RE.CORD DRAWINGS <----+-------__________ .,, MARK nEic.•nMi□N l.:HE:~1o__u_1n,~,::. 1--'"!,,,ltlr r'-:)1 :i 1:~1;1t :;•I ilf NOT p• .. ~(:-,l.l·. '<!t;t:U<UIN!,I ~) "= COhll~t< IOH :-;HAI I "1AVI A 4' 111011 $Al I TY I NCI (til-1H N) 10 l.)[l.lt.ir·Arl ANI: '.-:f (:tJRf 115 IM!JrD '111 WO!~K Af<f:/\ Al All IIMI'-; 'U,2_ALDEN & '"'""''" wn-qf.:()f:IA'l'l~~ r.11m ~n11Vno1<:J ~D~~ IIKIT~ KIIAT>, ~rrm; 1•. IIWINX. CA ll~<lli (w:PII n,111-1111<> ~••• 11,111-n••M •.,,, L • r, »1.fm.1 .. 11.<,ioN-··1•,1:. -1111111! I/! CANICcJ cu~.i f-1,::.C I Of-I MAY ,_IS[ I .. X1STING /'l RCI·' c:11vrR1 H)Fi CROSSING rwm1 0;Alffl GfORG[ RO/ID Wlfll :-;rwH~ nYl"NJ~ PIPINC. ';Tl\'.) SfWfR I:) Li A:fl\NIX)mll IJIG CANYON TRUNK SEWER REPI IICEM[NT -· -SHEET KEY MAP, STAGING AREAS INGRESS & EGRESS LOCATIONS 10 I F'~rl.Ji t:' NII (D N G0002A .',\Ill!/ A i f-I 1/l w w ~~~ w 7 _j B I () e-=-<( ::;; C D E RECORD DFIAWINQ IN ~Al>T ')~1rnf~i:l:i~ws,?:t.i1~i'1'i 1m11~: ~~··1: :::·~~,;~;-i.:, !:> RECORD Dl<;AWINGS I--+-----·----··· MARK DEr,C:R,r'llltl I I \ /f01,;::-1 J ''•'(',,-, Ill :·:11,NI II ll'11,:,_,t;_, ORWN BT, ::i.~ '.:HECKfD Br, 2Y. 1111 HUI I ,-+, 1 },;T,/in ;• lt!~l;I i:. I _,,_, __ ii~ re ,\:•Pk. 'IDT ~· "SCi\U: M.' .llfdllN(,I y·, _;UNlro!ACIOI\ MAY 11':;F r.Xl'.iTINC /'./r 1~\Y C!JJ VH" f -:)I-? 8R05SING UIC :ANYnN IPIV1-AND (:-:)Yr,. '.;AINI GfORG[ f;'.)/1(; WIiii :-:-w> ~ liYr'A.5f, r•1PIN(, ) 111 l 10I I 1:1\!11 ~1'!,INl:Mlltl LDF.N !-,;. 1uNNKn~ SSOCIATES l>.NI! ,nrHV>rnNH ><II~~ ""'T~ Hn~11-.~l/1'1'1 II. 15CVINI:. ,:A U~HU 1111"') "',"'"'n"" ••~• HIii) o~,~ II ) I 10 1:IY )I NIW'()I,' lilM:111>1,n1>1,~,lll Wi.J1,:~; !\NI· WOl~K /(!I'll jHil ·',lrl I I ()IJMIU 1,' UIG CANYON TRUNK SEWH-1 RCPLACEMENT SHEET KEY MAP, STAGING AREAS INGRESS & EGRESS LOCATIONS N 11 G0002B A B C D E F 6 MARK 1 2 ........ ........ + + + + + I I t I + + + + + + + + + + + + + LAKE I I I I I I + + + + + • + 3 ------------~---------~---- \ ---CLUB HOUSE ~ I RECORD DRAWING THESE RECORD DRAWINGS HAVE BErn P_RFPAREn llAS.t, I) ,· , ,. . . , .lN PAR r DN INFORMI\TION PROVIDFD BY CONTRA( .mR,, ANU OL,IJ IN ,Pl,C. (.A(, Rl:CORD DRAWINGS 5/o? DESCRIPTION DATE APPR. DESIGNED BY,S,K. _______ _ DRA'w'N BY, SK. _______ _ CHECKED BY• D,B. I • LINE IS 2 INCHES• I AT FULL SIZE <IF N□T 2' -SCALE ACC□RDINGL Y) 4 5 6 7 8 9 I DRIVING RANGE / /\ I 25' (TYP .) / / / MATCH LI C I (SEE SHT 2A) - - - - - - - - - - -... r-... ·"--_1!1111111 -L----~ ,--L----, SEE CNB SEWER -------·- 21 IMPROVEMENT PLANS PROJECT No. S-5212-S LAKE NOTE: CONTRACTOR SHALL HAVE A 4' HIGI I SAFETY FENCE (GREEN) TO DELINEATE AND SECURE ITS IMMEDIATE WORK AREA AT ALL TIMES LEGEND: EXISTING SEWER MAIN EXISTING SEWER TO BE ABANDONED + + + + + + + + + + + ALIGNMENT "A" PROPOSED WORK AND WORK ZONE CITY OF NEWPORT BEACH PROPOSE.D WORK AND WORK LONt. ™ STAGING AREA ---<16>---SHEET NUMBER APPROXIMATE SOILS BORING LOCATION ------ ALDEN & SSOCIATES CML ENGINEERS PLANNERS LAND SURVEYORS 2552 WHITE ROAD, SUITE B, IRVINE, CA 92614 (!)Mil 660-0110 , FAX, 660-0418 ( _;:-" ,' 1: ,'l> ~-#/14 ) ORANGE COUNTY SANITATION DISTRICT 'If' ,,, e,·_· ,,, • ,.,, • A .. ·-· DAVID L. 'BACON A.E. 40496 DATE / I I / I I 100 50 1 1 BIG CANYON TRUNK SEWER REPLACEMENT SHEET KEY MAP, STAGING AREAS INGRESS & EGRESS LOCATIONS 10 N 0 100 200 i i I SCALE IN FEET 1 inch ~ 100 ft. PROJECT N□, 5 62 DRA'w'ING N□, G0002C 2C □F 1 7 A B C D E F 1 2 3 4 6 NATIVE MATERIAL. ~ PREPARE AS REQUIRED TO COMPACT TO 90% - GENERAL NOJES: RELATIVE COMPAC ION. MATCH EXISTING GROUND COVER 1. PRIOR TO CONSTRUCTION, CONTRACTOR SHALi. CONTACT BIG CANYON COUNTRY CLUB REPRESENTATIVES DAVID VOORHEES OR JEFF BEARD SU:_ Y AT (949) 644-5404, EXT. 231 TO COORDINATE CONSTRUCTION ACTIVITIES WITHIN BIG CANYON COUN lRY CLUB PROPERTY. 2. SHOULD CONTRACTOR REQUIRE ACCESS OR USE OF PROPERTY OUTSIDE OF DESIGNATED CONSTRUCTION LIMITS, CONTRACTOR SHALL MAKE NFCESSARY ARRANGEMENTS WITH BIG CANYON COUNTRY CLUB AND OTHER PRIVATE OWNERS SEY ARA TEL Y. COSTS OF THESE ARRANGEMENTS SHALL BE BORNE BY CONTRACTOR. 3. RIG CANYON COUNTRY CLUB ANTICIPATES GRADING WORK WITHIN TH" WORK ARLA. CONTRACTOR SHALL COORDINATE HIS OPERATIONS WITH THIS WORK. 4. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL VERIFY [XISTING UTILITIES VISUAL! Y AND lclY CONTACTING BIG CANYON COUNTRY CLUB. CONTRACTOR IS REQUIRED TO LOCATE EXtSTINC; UTILITIES, BY POTHOLING, PRIOR IO BEGINNING ANY WORK. rOTHOLING INFORMATION WILL BE GIVEN TO THE ENGINEER PRIOR TO BEGINNING ANY WORK. 5. rRIOR TO CONSTRUCTION, CONTRA.CTOR SHALL VERIFY EXISTING UTILITIES VISUALLY AND BY CONTACTING BIG CANYON COUNTRY CLUB. CONTRACTOR IS REQUIRED TO LOCATE EXISTING UTILITIES, BY POTHOLING, PRIOR TO BEGINNING ANY WORK. POI HOLING. INFORMATION WILi BE GIVEN TO THE ENGINEER PRIOR TO B[GINNING ANY WORK. LEGEND; EXISTING IRRIGATION 1 . .A I ER.I\L SHUT OFF VALVE ►◄ EXISTING IRRIGATION MAINLINE GATE VALVE lXISTING MANHOLE ~(s"wr-@-EXISTING WATER LINE, SIZE AND VALVE REMOVE AND DISPOSE OF EXISTING MANHOLE RING(S), CONE, FRAME AND COVER. IF NO CONE REMOVE SHAFT TO A DEPTH OF 6' BELOW GRADE. BASE -( 4"PW) EXISTING POTABLE WATER LINE AN[) SIZE VARIES-MATCH EXISTING --. 1o -_.., .. -.<l -(s"s) --EXISTING SEWER LINE AND SIZE ~(S"RW) --EXISTING RfCLAIMED WATER LINE AND SIZE -· -(E)---EXISTING ELECTRICAL LINE -(c)--EXISTING COMMUNICATION LINE ~ EXISTING PCC CART PATH TO BE REMOVED [23] ABBREVIATIONS: SHTNO 1 2 2A 28 2C 3 4 5 6 7 (SEE PLAN) =-.:::r . ..,-t-_ ............ -:-.~.-~--...--. ·. --... -'(rt'rh -lli-~111 -111 1·1 ~-9 1 /2"~- ®i----->'6"___.__.PC'"""'C,..-'!CART~...._P.......,,\TH..........__ NO SCALE ~2 ---.!£~--XJICOLU.NC~. ~C~UR~B~D.:...ET.!.UAIIIL.L _ ~ NO SCALE DWGNO G0001 G0002 G0002A G00028 G0002C G0003 C1001 C1002 C1003 C1004 INDEX OF DRAWINGS DRAWING TITLE TITLE SHEET SHEEI KrY MAP, STAGING AREAS, INGRESS & [GRESS LOCATIONS SHEET KEY MAP, STAGING AREAS, INGRESS & EGRESS LOCA IIONS SHEET KEY MAP, STAGING AREAS, INGRESS & EGRESS LOCA.,IONS SIIEET KEY MAP, STAGING AREAS, INC;RrSS & EGRESS LOCATIONS INDEX OF DRAWINGS, SYMBOLS, ABBREVIATIONS, CONSTRUCTION NOTES, DETAILS AND QUANTITIES PLAN & PROFILE FROM STA. 10+00.00 TO STA. 17+00.00 PI_AN & PROFILE FROM STA. 17+00.00 TO STA. 7~+00.00 PLAN & PROFILE FROM STA. 24+00.00 TO STA. 31+00.00 7 8 9 ALIGNMENT nAn -CONSTRUCTION NOTES AND QUANTITY ESTIMATE· • NO. DESCRIPTION SEWER IMPROVEMENTS @ CONSTRUCT MANHOLE (A=60", S-050 & S-053. C=36") WITH FRAME & COVER PER O.C.S.D. STD. DWG. (@ CONSTRUCT MODIFIED MANHOLE (A=60", C=24") WITH FRAME & COVER PER O.C.S.D. STD. DWG. S-050 & S-053. (1_5) CONSTRUCT MODIFIED MANHOLE (A=84") WITH PVC-LINED MODIFIED FLAT TOP CONCRETE LID, W/ 24" AND 36" FRAME & COVER PER O.C.S.D. STD. DWGS. S-050 & S-053 AND VORTEX DROP STRUCTURE PER DETAIL "A" ON SHEET 4. ~ CONSTRUCT MODIFIED MANHOLE (A=60", C=24") WITH WATER-TIGHT AND BOLTED FRAME & COVER PER 0.C.S.D. STD. DWG. S-050 & S-054. 2 MODIFY EXISTING MANHOLE PER DETAIL ON SHEET 15. 3 CONSTRUCT 15" VCP SEWER PER O.C.S.D. STD. DWG. S-010. l02 CONSTRUCT 12" VCP SEWER PER O.C.S.D. STD. DWG. S-010. '( 0v CONSTRUCT 8" SDR-35 PVC PER CITY OF NEWPORT BEACH STD-106-L. (USE 3 /8" 3/8" CRUSHED GRAVEL THROUGHOUT BEDDING ZONE). 6) CONSTRUCT 8" VCP SEWER PER O.C.S.D. STD. DWG. S-010. . 7) INSTALL LINER IN EXISTING 12" VCP SEWER . 181 REMOVE EXISTING TEMPORARY PLUG 19 CONSTRUCT 6" PCC CART PATH WITH 6"x6" -W1.4xW1 .4 W. W.M PER DETAIL ON SHEET 3. V 0 o)' SLURRY FILL EXISTING 15" VCP Q_1) CONSTRUCT 6" SDR-35 PVC PER CITY OF NEWPORT BEACH STD-106-L W/ PLUG (USE _/ 3/8" CRUSHED GRAVEL THROUGHOUT BEDDING ZONE). @ CONSTRUCT 6" CURB PER DETAIL ON SHEET 3. 13 REHABILITATE EXISTING MANHOLE. L,-14 NOT USED. ~ @ )CONSTRUCT DROP MANHOLE (A=60", C=36") WITH FRAME & COVER PER O.C.S.D. STD. DWG. j---..___/ S-051 & S-053 (USE 8" SDR-35 PVC FOR LATERAL, USE 3/8" CRUSHED GRAVEL FOR 1 DROP SECTION NO CONCRETE). /@ CONSTRUCT 48" MANHOLE WITH FRAME & COVER PER CITY OF NEWPORT BEACH STD. DWG. ,/ STD.-112-L & STD.-401-L. :(0 CONSTRUCT 48" STEEL CASING FOR 15" VCP INSTALLATION PER O.C.S.D. STD. DWG. S-030 ~ ANNULAR SPACE SHALL BE FILLED WITH CELLULAR CONCRETE (LDCC). 1 / 11RJ RELOCATE EXISTING WATERFALL SUCTION LINE & FORCE MAIN USING REQUIRED HORIZONTAL '-7--& VERTICAL FITTINGS TO MATCH EXISTING. ( ~ INSTALL 15" VCP MICROTUNNELLING-TYPE PIPE INSIDE CASING WITH REDWOOD SKIDS. Rlrid OVAL & REPLACEMENT NOTES: 1 REMOVE EXISTING MANHOLE. 2 REMOVE EXISTING VCP AS REQUIRED. 3 ABANDON EXISTING MANHOLE PER PROJECT SPECIFICATIONS. 4 CLEAN & ABANDON EXISTING VCP PER PROJECT SPECIFICATIONS. 5 REMOVE & REPLACE OR PROTECT IN PLACE EXISTING WATER LINE AS REQUIRED. 6 REMOVE & REPLACE OR ~ PROTECT EXISTING IRRIGATION, ELECTRICAL AND COMMUNICATION LINES, AS REQUIRED. 7 REMOVE & REPLACE OR PROTECT EXISTING SAND TRAP, AS REQUIRED. 8 REMOVE & REPLACE OR PROTECT EXISTING GREEN, AS REQUIRED. 9 REMOVE & REPLACE OR PROTECT EXISTING FAIRWAY, AS REQUIRED. 10 REMOVE & REPLACE OR PROTECT EXISTING TEE BOX, AS REQUIRED. C [ COMMUNICAITON LINE ELECTRICAL LINE EASEMENT 8 C1005 9 C1 006 PLAN & PROFILF rROM STA. 31+00.00 TO STA .. 38+00.00 AND LINE C Pl AN & PROFILE FROM STA. 38+00.00 TO STA. 45+00.00 ~ PLAN & PROFILE FROM STA. 45+00.00 TO STA. 52+00.00 11 REMOVE & REPLACE EXISTING LANDSCAPING IN KIND, AS REQUIRED. -SAWCUT & REMOVE EXISTING PCC CART PATH. 12' ~ ESMT. EX. FL FS INV M.H. PCC PROP. PW R.C. RW S.D. TYP. w W.W.M. EXISTING FLOW LINE FINISHED SURF ACE INVERET MANHOLE PORTLAN[) CEMENT CONCRETE PROPOSED POTABLE WATER RELATIVE COMPACTION RECLAIMED WATER STORM DRAIN TYPICAL WIDTH WELDED WIRE MESH PLAN CHANGES PER ADDENDUM LINE "I" ALIGNMENT CHANGE, ABAND EX. MH 1 RECORD DRAWINGS 10 C1007 11 C1008 12 C1009 13 C1010 14 C1011 15 C1012 16 C1013 17 C1014 TC1 T0001 TC2 10002 03 06 DESIGNED BY: S.K. ------~ 08 06 05 07 DRAWN BY: _,,S"'-.K"--. ______ _ CHECKED BY: D.B. LINE IS 2 INCHES I • AT FULL SIZE • I PLAN & PROFILE FROM STA. 52+00.00 TO STA. '.)9+00.00 AND LINE F PLAN & PROFILE FROM SIA. 59+00.00 TO STA. 66+00.00 AND LINE H Pl AN & PROFILE FROM STA. 66 I 00.00 TO STA. 73+40.00 PLAN & PROFILE FROM STA. 73+40.00 TO STA. 77+64.25 f1LAN & PROFILE LINE B AND LINE D PLAN & PROFILE LINE E AND MISC. IJFTAILS GEOTECHNICAL RORING LOGS -B-1 TO B-6 GFO Ir CHNICAL BORING LOGS -8-7 TO B-10 BIG CANYON DRIVE CLOSURE PLAN -AL TERNA Tl VE 1 BIG CANYON DRIVE FLAGGING OPERATION -AL TERNA IIVF 2 REC:(JRD DRAWING i ! 11::SL PCCOIW LH-<AWlNGS IH\Vf:': ,Bl-'.IN f'.,R~·W\!<?.U) GASY,I) . ,, _ ,· ,.. tl\l !)AHi {)l\l TNFORMl\17:01\1 Pr~OVIDFD ny f..ONmA(,10ft:'·JAND 1.lLSU.m! . .1fll.C1\)lv1 ALDEN & SSOCIATES CML ENGINEERS PLANNERS LAND SURVEYORH 2552 WHITE ROAD, SUITE B, IRVINE, CA 92614 (,1149) 660-0110 FAX: 660-0418 ; _,,I' ,,f _,,., ii'' /' .• , ,. __ .,,.. ' , ' . ,,. 13 ABANDON EXISTING MANHOLE PER DETAIL ON SHEET 3. 11, NOT USED. 15 PROTECT EXISTING TREE. 16 REMOVE EXISTING TREE. 17 SAWCUT & REMOVE EXISTING 6" CURB. 18 PROTECT IN PLACE. 19 NOT USED. 20 -SEWER LINE HAS PREVIOUSLY BEEN ABANDONED; HOWEVER, MANHOLE MAY NOT HAVE BEEN PROPERLY ABANDONED. CONTRACTOR SHALL VERIFY IF THE MANHOLE HAS BEEN ABANDONED PER ll]. IF NOT, CONTRACTOR SHALL ABANDONED MANHOLE PER0. ORANGE COUNTY SANITATION DISTRICT BIG CANYON TRUNK SEWER REPLACEMENT MARK DESCRIPTION DATE APPR. (IF NOT 2" -SCALE ACCORDINGLY) ':_Lf:.1,· . .-~:::· 7 .· .. "'··-······---'"· '?.··rt .. ,(!·_,;1"' DAVID 't. BACO)i P.E. 40496 DATE INDEX OF DRAWINGS, SYMBOLS ABBREVIATIONS, CONSTRUCTION NOTES, DETAILS AND QUANTITIES 10 QUANTITY UNIT 10 EA 7 EA 1 EA 1 EA 6 EA 5,000 LF 465 LF 82 LF LF 1,000 770 LF 4 EA 12,750 SF 3 CY 4 LF 375 LF 135 VF ---- 1 EA 5 EA 400 LF 1 LS 400 LF 11\ / 3 EA '\.__J_,..,-," LS 22 EA 7,075 LF 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 12,750 SF 1 EA ---- 1 LS 1 EA 375 LF -- -- 1 EA PROJECT NO. 5-62 DRAWING NO. G0003 3 OF 17 A B C F 1 2 . 7fj- 0 0 . .I 0 . O:::, + ,.--- 40 0 • ~x w I / rt-- I I I / / __ I EX.15" (N&S) -- 30 INV.-OUT--. (.33.6±) 4' S UB AND PL G PER CSD 0 "I- 10+00 TO VORTEX 52.20 A=N B=N C=N 38° 15'23" 83" 15'23" 38" 15'23" w C'\I OC) ~ <D w + • 'Si" / W I~ ::i. <i I-(/] MANHOLE STA. 14+68.89 MANHOLE #2 DETAIL / MARK I I I I I I I I RECORD DRAWINGS DESCRIPTION t FORM ASE FOR FUTURE 11 +00 C) IRECTiON OF FLOW a g fr'. EXIST 62°40'4 " -- I I LJ.J LJ.J fr'. 0 m ~ I~ I DATE APPR. I I w CE ------::) 3'; t; . ::) I Cl'.'. * ASSUME DEPTH. CO TRACTOR TO VERI IN FIELD o:r: 6 7 8 EX. 1 5" VCP TO REMAIN 40.13 INV-OUT CONC. £ 14+46.90 1C M.H. 1 A=84 I 30" DIA / 51.78 INV-IN A B=N 83" 15'23" w ~ D=N 46'34'51" w . t--- 2 . ~ :::!e (/) 1'0' I I[) W X ro :;;,;;1 0> ll". w --~ . 'I m. :;;,;; <D 'Si" • --70 36" MANHOLE COVER PER 2 4" MAN HOLE COVER PER SHELF FRAME & S-054 FRAME & S-054 . + + ::) I-' . -.-I-O::'. 'I"""", x.'1"""" o ~ w 2> EX. Fl OVER i S' ISH SURFAC /GROUND 1;; '<} RUNK SEWE OCJ . co :::!e + ") . ~c:s ----------*2 W ----5-=0.ill -1=-== = . =t\~ = = ----FUTURE UGNMENT I ' 47.84 HROUGH MAI TENANCE y RD 11 £ I 0!1~ INV-IN 11 EX.11:r'i/)s>B"-J LEN 2.0± 11 (S 0.01±) / . THIS HEET <D ") ") 'Si" + + 'Si" 'Si" ,~ ~ I - + (L 'Si"~ ~ (L OUT w z _J LO 52.6 I 1 0 r 52.16 I-W INV-OU <( ~ en _(s-o o_:±) =-⇒ ~ lli I I + CO -ST. 339. 0 L.F. OF 15" VCP r--. 1----+-----+-----1------+---------l ..-- 22.99 L.F. OF 15" VC 5 71 *SEE NOTE "A" ~ ~ + + -st--st- CO TRACTOR TO VERIFY JOIN POINT W/ E 1ST. S ER FLIC S NOT FY ENGINEE OF ANY DI CREPANCIES OR C 60 50, ' 40- 30 KA RIM=57.5± ® 14+46.90 39.7 I BOTTOM r,;:t:!:::::r-7i)!:;J_~J:;cl7 REMOVED AND ABANDONED 4 £ PROP. M.H. #1 -2-4" 316 SS STRAPS l '. SECURED TO MANHOLE W/ 13" .J -, 316 SS EXPANSION BOLTS. CONTRACTOR SHALL PROVIDE 3 LIFTING LUGS FOR THE MODIFIED CONC. FLAT TOP LID, SPACED EQUAL DISTANCES 84" DIA PVC LINING MUST BE PATCHED. AROUND THE DIAMETER. 1 o" _ 8" *NOTE: EX. 1 5" VCP ~::::;::;_-::;3'L' ==t:.==.';::,'=-~-::...---------voRTEX STRUCTURE AS PROTECT IN PLACE j 12" DIA MANUFACTURED BY IPEX, INC. -,, OR APPROVED EQUAL. • -2% 2 4 DIA INSTALLED PER MANUFACTURERS --" '' ,, a .39 .., RECOMMENDATIONS. ~I 0~/ ~-N '''M \~ 18» THE EDP BASE PLATE OF THE SECTION A-A DISSIPATING POOL SHOULD EXTEND 0.26' BEYOND THE VERTICAL SIDE OF POOL DETAIL 0 A" CONTRACTOR SHALL ADJUST GRADE NO SCALE OF 15" VCP BETWEEN MH# 1 & STRUCTURE. MH#2 AS REQUIRED TO INSTALL BEF RE STARTIN M CONSTRUCT! .------>,,-, VORTEX STRUCTURE PER 4-316 SS FEMALE BOLT RECEPTACLES SHALL BE CAST INTO PLACE IN MANHOLE FLOOR. DESIGNED BY...:· S:.:.:.K.:.:... ______ _ DRAWN BY: -'M"'-.C"-'.------- CHECKED BY: D.B. I , LINE IS 2 INCHES • I AT FULL SIZE (IF NOT 2" -SCALE ACCORDINGLY) 14+ 14+68.89 4.28 14+68.89 18+13.59 4.28 ~ 15+00 2.77 5.63 0.60 2.77 8.51 0.43 ALDEN & SSOCIATES CIVIL ENGINEERS PLANNERS LAND SURV~YORS 16+00 ~ i $AN/ TAr; & i 0 40 PROFI E HORIZ. VERT. 17+00 80 -- SCALE: 1" = 40' MANUFACTURERS RECOMMENDATIONS. 4-316 SS BOLTS TO BE INSERTED THROUGH HOLES IN THE EXTENDED BOTTOM PLATE INTO FEMALE RECEPTACLES TO ALLOW REMOVAL OF STRUCTURE. CONSTRUCTION NOTES: @ CONSTRUCT MANHOLE (A=60", C=36") WITH FRAME & COVER PER O.C.S.D. STD. DWG. h, S-050 & S-053. ) ~ CONSTRUCT MODIFIED MANHOLE (A=84") WITH PVC-LINED MODIFIED FLAT TOP co~ u LID, W/ 24-" & 36" FRAME & COVER PER O.C.S.D. STD. DWGS. S-050 & ~ AND VORTEX DROP STRUCTURE PER DETAIL "A" ON SHEET 4. ~ 120 Q) CONSTRUCT 15" VCP SEWER PER O.C.S.D. STD. DWG. S-01 . 9 ~~~ P WITH REMOVAL & REPLACEMENT NOTES: CLEAN & ABANDON EXISTING VCP PER PROJECT SPECIFICATIONS. REMOVE & REPLACE OR PROTECT IN PLACE EXISTING WATER LINE. REMOVE & REPLACE OR PROTECT EXISTING IRRIGATION, ELECTRICAL AND COMMUNICATION LINES AS REQUIRED. REMOVE & REPLACE OR PROTECT EXISTING FAIRWAY, AS REQUIRED. REMOVE & REPLACE EXISTING LANDSCAPING IN KIND, AS REQUIRED. SAWCUT & REMOVE EXISTING PCC CART PATH. PROTECT EXISTING TREE. PROTECT IN PLACE. RECORD DRAWING TIIESE RECORD DRAWfNC,S HA\IF. IJ[[N PRFPARU.l F1N;tT1 !N i'ARI ON !Nl'ORMATlON PRO\IIDU) llY CONTRACTORS ANL> OCSD !NSP[l'IOlt, NOTES: 1. CART PATHS SHALL BE REMOVED TO NEAREST CONSTRUCTION JOINT AND RESTORED TO EXISTING FINISH TEXTURE. 2. DUE TO MULTIPLE IRRIGATION, ELECTRICAL AND COMMUNICATION LINES AND THEIR RESPECTIVE APPURTENANCES NOTES @J AND [DJ ARE CONSIDERED APPLICABLE THROUGHOUT THE WORK AREA EVEN IF NOT DIRECTLY CALLED OUT. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH LOCATIONS OF LINE, VALVES, HEADS, PULL BOXES, ETC. WITHIN THE IMMEDIATE WORK AREA. 3. CONTRACTOR SHALL MAINTAIN FLOW IN EXISTING SEWER LINES AND COORDINATE AS REQUIRED UNTIL SWITCH OVER TO NEW SEWER LINES IS ACCOMPLISHED. PROJECT NO. ORANGE COUNTY SANITATION DISTRICT BIG CANYON TRUNK SEWER REPLACEMENT SEWER IMPROVEMENTS PLAN & PROFILE 5-62 DRAWING NO. C1001 FROM STA. 10+00.00 TO STA. 17 +00.00 4 OF 17 ::e fl. 0 A B C D E F 1 2 so 80 60 + + SHT. 1 LINE B IN 62.87, 3 4 * ASSUME[ DEPTH. CONTRACTOR TO VERII 1Y IN Fl ELD L E 1 • FINISH SURFACE/GROUND ER TRUNK EWER • -------- / --------_.,.,.... *2° w S=0.010 '-.J£. \*8"RW 1 O" RW . o 0 {Q {Q r--N "1 + 5 6 7 98 0 0 0 8 9 10 CONSTRUCTION NOTES; CONSTRUCT MANHOLE (A=60", S-050 & S-053. C=36") WITH FRAME & COVER PER O.C.S.D. STD. DWG. CONSTRUCT 15" VCP SEWER PER O.C.S.D. STD. DWG. S-010. CONSTRUCT 6" PCC CART PATH WITH 6" x6" -W1.4xW1.4 W.W.M PER DETAIL ON SHEET 3. CONSTRUCT 6" CURB PER DETAIL ON SHEET 2. CONSTRUCT 48" MANHOLE WITH FRAME & COVER PER CITY OF NEWPORT BEACH STD. DWG. STD.-112-L & STD.-401-L. (!!)I CONSTRUCT 48" STEEL CASING FOR 15" VCP INSTALLATION PER O.C.S.D. STD. DWG. ~ \ S-030. ANNULAR SPACE SHALL BE FILLED WITH CELLULAR CONCRETE (LDCC). @) INSTALL 15" VCP MICROTUNNELLING-TYPE PIPE INSIDE CASING WITH REDWOOD SKIDS . & OCJ OCJ CONST. 39.70 L.F. CONST. 21.51 L.F. F 15" VCP eeNST. 96;47 L.F. ~ ASING & 15' VCP REMOVAL & REPLACEMENT NOTES: 17+00 NOTE: BIG CANYON EXISTING STREET SECTION - 4" AC/1 O" AB. OF 15" VCP PLAN CHANGES PER ADDENDUM RECORD DRAWINGS MARK DESCRIPTION 18+00 EX.60" RCP 20+00 EXISTIN'C ~RD TEE BOX ........._ [ill .................... .......... 21+00 22+00 23+00 f--0 ~·~ w3 00 (/} f--u- 0 '---------? -w 1;2 co ><o w f------------ ----- -----EXISTlffi; 3'RD-_ FAIRWAY - JOIN EXIST. (W=9') S/T @] 0 I []] \.,___EXISTING 3RD GREEN --\ DESIGNED BY..c· S=--=-K=·------- DRAWN BY: _M_.C_. ______ _ CHECKED BY: D.B. I LINE IS 2 INCHES • AT FULL SIZE ., I S/T 0 3 CASING NOTE: STEEL CASING SHALL TERMINATE 4' SHORT OF PROPOSED MANHOLE TO ALLOW FOR FLEXIBILllY IN TWO-2' JOINTS IN CARRIER PIPE AND THE TRANSITION FROM CROTUN PIP 8 SP>lr-A~CP PIPE. ALDEN & SSOCIATES CIVIL ENGINEERS PLANNERS LAND SURVEYORS DATE APPR. (IF NOT 2" -SCALE ACCORDINGLY) EXISTING LAKE [l] 8J []] ....-------------. 0 PROFILE SCALE HORIZ. 1" =40' VERT. 1"=8' ABANDON EXISTING MANHOLE PER PROJECT SPECIFICATIONS. CLEAN & ABANDON EXISTING VCP PER PROJECT SPECIFICATIONS. REMOVE & REPLACE OR PROTECT IN PLACE EXISTING WATER LINE AS REQUIRED . REMOVE & REPLACE OR PROTECT EXISTING IRRIGATION, ELECTRICAL AND COMMUNICATION LINES AS REQUIRED. 24+00 0 [fil [§] REMOVE & REPLACE OR PROTECT EXISTING SAND TRAP, AS REQUIRED. REMOVE & REPLACE OR PROTECT EXISTING GREEN, AS REQUIRED. REMOVE & REPLACE OR PROTECT EXISTING FAIRWAY, AS REQUIRED. REMOVE & REPLACE EXISTING LANDSCAPING IN KIND, AS REQUIRED. SAWCUT & REMOVE EXISTING PCC CART PATH. -- UJ z -_.I co :r: l-o UJ ~ UJ ~ili 0 UJ q u.J 0 Cf) 0 + "<f' N NOTES; [DJ 03] ~ ~ [21 ~ PROTECT EXISTING TREE. REMOVE EXISTING TREE. SAWCUT & REMOVE EXISTING 6" CURB. PROTECT IN PLACE. FIECORD DRAWING THESE Ri CORD DRAWINGS IIAVI BEEN PREPARHJ BASED . . . IN PAIU ON INFORMATION PROVIDED BY CONTRACTORS AND OCSD lNSPf:C I ORS 1. CART PATHS SHALL BE REMOVED TO NEAREST CONSTRUCTION JOINT AND RESTORED TO EXISTING FINISH TEXTURE. 2. DUE TO MULTIPLE IRRIGATION, ELECTRICAL AND COMMUNICATION LINES AND THEIR RESPECTIVE APPURTENANCES NOTES [§J AND [DJ ARE CONSIDERED APPLICABLE THROUGHOUT THE WORK AREA EVEN IF NOT DIRECTLY CALLED OUT. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH LOCATIONS OF LINE, VALVES, HEADS, PULL BOXES, ETC. WITHIN THE IMMEDIATE WORK AREA. 3. CONTRACTOR SHALL MAINTAIN FLOW IN EXISTING SEWER LINES AND COORDINATE AS REQUIRED UNTIL SWITCH OVER TO NEW SEWER LINES IS ACCOMPLISHED. SEWER HYDRAULIC TABLE DOWNSTREAM UPSTREAM STATION STATION Q(cfs) Q(mgd) V(fps) D/d 1/14+68:89 18+ 13.59\ 4.28 2.77 8.51 0.43 18+13.59 21+40.10 3.48 2.25 5.46 0.52 0 40 80 120 21+40.10 25+43.57 3.48 2.25 --4.10 0.65 ~-. -SCALE: 1" = 40' PROJECT NO. ORANGE COUNTY SANITATION DISTRICT BIG CANYON TRUNK SEWER REPLACEMENT SEWER IMPROVEMENTS PLAN & PROFILE 5-62 DRAWING NO. C1002 FROM STA. 17+00.00 TO STA. 24+00.00 5 OF 17 A B C D E F 1 7-0- 2 n N L/) 0 Ol + 0 N "St 0 N ~ 0 ") <D II ~ ~ <D w . + + . <Xl l!) ~ z ~ N ::J II II N II II II z CL ;:: . 3; CL . CL 0 0 a:: 0 f-'v • 1.o • f-f- LOWER 3 ••• 1 O" WATER L FORCE M 0 BE RELOC TED CONST. 39 .47 L.F. OF 48" STL. CA ING &: 15" C • ' I 0 0 n "St ' + L/) L/) N "It, I I':-. L/) -,.. :::. n ""'" + L/) N 0 0 3 4 * ASSUMED DEPTH. CO TRACTOR TO VERIFY IN FIELD SET NEW MANHO E LID 1 '± HIG ER THAN EX ST. F.S. AND GRADE @4:1 MIN. ,=Q,0202 /, 6'& 'Vt,; • T D ' >-.r.~ =-itt~~:.;.;.;._,;..;;..---¼f--....:...~""'ll • . -CASING SHAll TERMlNAt1E-4' SHORT ROPOSED MANHOLE TO OW FOR llTY IN TWO-2' JOIN IN R PIPE AND THE TRAN ITION FROM UNNELING PIPE TO BEL ANO 24+00 25+00 26+00 27+00 _..,---EXISTING 2ND / F Al RWA Y ~ \ III ------_ EX. WATERFALL PUMP STA. WATERFALL SlJCTION LINE & FORCE MAIN NOTE: CONTRACTOR TO VERIFY SIZES ANO JOIN POINTS W/ EXISTING SUCTION LINE & FORCE MAIN NOTIFY ENGINEER OF ANY DISCREPANCIES OR CONFLICTS BEFORE STARTING ANY CONSTRUCTION. PLAN CHANGES PER ADDENDUM DESIGNED BY...:· S'-".K-"-·-------- DRAWN BY: ~M=.C~-------- CHECKED BY: D.B. RECORD DRAWINGS MARK DESCRIPTION DATE APPR. I • LINE IS 2 INCHES • I AT FULL SIZE (IF NOT 2" -SCALE ACCORDINGLY) 5 28+00 29+00 EXISTING 2ND FAIRWAY --®--------- ALDEN & SSOCIATES CIVIL ENGINEERS PLANNERS LAND SURVEYORS 6 <D <Xl <Xl N N <Xl n t.D -r--.. + + Ol 0, N N \.2" RW 30+00 1 O" RW 7 8 9 10 90 CONSTRUCTION NOTES: 80 · - C(1B) \ CONSTRUCT MANHOLE (A=60", C=24-") WITH FRAME & COVER PER O.C.S.D. STD. DWG. 70 60 ~ S-050 & S-053. @ CONSTRUCT MODIFIED MANHOLE (A=60", C=24") WITH WATER-TIGHT AND BOLTED FRAME & COVER PER O.C.S.D. STD. DWG. S-050 & S-054. CONSTRUCT 15" VCP SEWER PER O.C.S.D. STD. DWG. S-010. CONSTRUCT 48" STEEL CASING FOR 15" VCP INSTALLATION PER O.C.S.D. STD. DWG. S-030. ANNULAR SPACE SHALL BE FILLED WITH CELLULAR CONCRETE (LDCC). RELOCATE EXISTING WATERFALL SUCTION LINE & FORCE MAIN USING REQUIRED HORIZONTAL -~ & VERTIC1\L FITTINGS TO MATCH EXISTING. @; INSTALL 15" VCP MICROTUNNELLING-TYPE REMOVAL & REPLACEMENT NOTES: PIPE INSIDE CASING WITH REDWOOD SKIDS. PROFILE SCALE QJ 8J @] ABANDON EcXISTING MANHOLE PER PROJECT SPECIFICATIONS. CLEAN & /\BANDON EXISTING VCP PER PROJECT SPECIFICATIONS. HORIZ. 1" =40' VERT. 1"=8' 31 +00 w z _J ..... I 1- 0 w I-w <( I ~ Cf) ow ~ w 0 Cl) 0 + '<"'" C') ~ []] [DJ ~ ~ REMOVE & REPLACE OR PROTECT IN PLACE EXISTING WATER LINE AS REQUIRED. REMOVE & REPLACE OR PROTECT EXISTING IRRIGATION, ELECTRICAL AND COMMUNICATION LINES, AS REQUIRED. REMOVE & REPLACE OR PROTECT EXISTING GREEN, AS REQUIRED. REMOVE & REPLACE EXISTING LANDSCAPING IN KIND, AS REQUIRED. PROTECT EXISTING TREE. PROTECT IN PLACE. NOTES: 1. CART PATHS SHALL BE REMOVED TO NEAREST CONSTRUCTION JOINT AND RESTORED TO EXISTING FINISH TEXTURE. 2. DUE TO MULTif>LE IRRIGATION, ELECTRICAL AND COMMUNICATION LINES AND THEIR RESPECTIVE APPURTENANCES NOTES @J AND [DJ ARE CONSIDERED APPLICABLE THROUGHOUT THE WORK AREA EVEN IF NOT DIRECTLY CALLED OUT. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH LOCATIONS OF LINE, VALVES, HEADS, PULL BOXES, ETC. WITHIN THE IMMEDIATE WORK AREA. 3. CONTRACTOR SHALL MAINTAIN FLOW IN EXISTING SEWER LINES AND COORDINATE AS REQUIRED UNTIL SWITCH OVER TO NEW SEWER LINES IS ACCOMPLISHED. RECORD DRAWING 1"11ESE RECOR[) DRAWINGS HAVE BEEN PREPARED BASt:D . _ . . . . fN PI\RT ON rNFORMATlON PROVIDED BY CONTRACTORS AND OCSD INSPFt.l ORS SEWER HYDRAULIC TABLE DOWNSTREAM TATION Q( cfs) Q(mgd) V(fps) D/d 21+40.10 25+43.57 3.48 2.25 4.10 0.65 25+43.57 29+70.78 3.48 2.25 6.94 0.43 29+70.78 31+69.63 3.48 2.25 4.10 0.65 120 ~-~ ~- SCALE: 1" = 40' PROJECT NO. ORANGE COUNTY BIG CANYON TRUNK SEWER REPLACEMENT 5-62 DRAWING NO. -SANITATION DISTRICT SEWER IMPROVEMENTS PLAN & PROFILE C1003 FROM STA. 24+00.00 TO STA. 31 +00.00 6 OF 17 A B : ------------· C 1 +oo- w z co ....I -s&-· tTI-5 ~ ~-= ·> "x UJI-/ J: .:::( •2" RW; Cf) ~ SEE Ll.lNE • .. w 00 PROFILE W • T 80 00 § + ..... C'1 '\· 0 '\ ~ i'-I") --r--- (0 + -I") 2 * "RW 8" UINE C !NV , IN 78.35 > ?1✓, > v· ' 1"'1: Y,i; -· -N r---+ -I") 3 ---...--------- I 4 * ASSUME DEPTH. CO TRACTOR TO VERI IN FIELD EX. F+NtSH SURFAeE/G !.}ND OVER TRUN SEWER "RW *2" RW 0 *2" R 5 .96' o::> -... ::i:: ... :::ii ~ a.: +o l!'J Ck r') 0... 13-1/5'·7 --- ... O> , 0 I() o::> CX) + + t()i LO I") I") < --~ -.... - 6 / / ----~,,------* , ,,,--------; \.2' PW • *2"RW/ 2"PW *2"RW £ 0.0204 .,.. / / .,.. ,..,. .,.. 7 A 110 ( I 100-( w z -....I co :i:: I-9& Ow I-w .:::( :i:: I :a: (.fJ ow \ 0. w 0 (I) 00 + co C'1 8 9 /~ ~ ' / UNE ff C: NQTE: j CONTRACTOR TO VER! JOIN POINT W/ EXIST. 110 100 9{) 70 ·- NOTIFY ENGINEER OF A Y DISC'REPA CIES OR C BEFORE S ARTING DQWrSTREAM CO r--... -0 :r: 0 :::ii 0 Cl: +o 0 Ck -0... L E . FINISH SU G OUNO OVER --------- N 0 + 0 -- * u w w 75 .J,· I I --1 I I I I I I I CONST. 23 .03 L.F. OF 8" VCP 10 Ew~- NFLICTS .ER ~···110 -I") ::i:: <.t1j (0 I") • +~ N O:'. 100 -0... L.F. OF 15' VCP CO ST. 392.82 .F. OF 15" CP D E F LINE "A" -~ _j 31+00 32+00 EXIST. 8'' ,, fisl JOIN EXIST. I (W=8') 01") O<D . . OOJ 0(0 t'-++ o-=ti, -I") II II I 1 12 (87.2;1:) (73.0±) NOTES: 1. CART PATHS SHALL BE REMOVED TO NEAREST CONSTRUCTION JOINT AND RESTORED TO EXISTING TEXTURE. 2. DUE TO MULTIPLE IRRIGATION, ELECTRICAL AND COMMUNICATION LINES AND THEIR RESPECTIVE APPURTENANCES NOTES @] AND [DJ ARE CONSIDERED APPLICABLE THROUGHOUT THE WORK AREA EVEN IF NOT DIRECTLY CALLED OUT. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH LOCATIONS OF LINE, VALVES, HEADS, PULL BOXES, ETC. WITHIN THE IMMEDIATE WORK AREA. 3. CONTRACTOR SHALL MAINTAIN FLOW IN EXISTING SEWER LINES AND COORDINATE AS REQUIRED UNTIL SWITCH OVER TO NEW SEWER LINES IS ACCOMPLISHED. RECORD DRAWINGS 05 0 MARK DESCRIPTION DATE APPR. DESIGNED BY·~S=.K~·-------- DRAWN BY: M.C. ______ _ CHECKED BY: D.B. I • LINE IS 2 INCHES , AT FULL SIZE (IF NOT 2" -SCALE ACCORDINGLY) A SEWER H'(DRAUtrc TABLE DOWNSTREAM UPSTREAM STATIO STATION Q(cfs) Q(mgd) 29+70.78 31 +69.63 3.48 2.25 31 +69.63 35+83.44 3.42 2.21 35+83.44 39+81 .26 3.42 2.21 ~~_,.A.__,A. ALDEN & SSOCIATES 9 V(fps) D/d 4.10 0.65 7.78 0.39 7.52 0.40 CML ENGINEERS PLANNERS LAND SURVEYORS PROFILE SCALE HORIZ. 1" =40' VERT. 1'' =8' 38+00 INE "C" PROFILE SCALE V -HORIZ. 1"=40' VERT. 1" =8' ----.___ 12+00 CONSTRUCTION NOTES: @ CONSTRUCT MANHOLE (A=6(J', C=36") WITH FRAME & COVER PER O.C.S.D. STD. DWG. S-050 & S-053. CONSTRUCT MODIFIED MANHOLE (A=60", C=24") WITH FRAME & STD. DWG. S-050 & S-053. CONSTRUCT 15" VCP SEWER PER O.C.S.D. STD. DWG. S-010. CONSTRUCT 8'' VCP SEWER PER O.C.S.D. STD. DWG. S-010. COVER PER O.C.S.D. CONSTRUCT 6" PCC CART PATH W 6"x6" -W1 .4xW1 .4 W.W.M. PER DETAIL ON SHEET 3. CONSTRUCT 48" MANHOLE WITH FRAME & COVER PER CITY OF NEWPORT BEACH STD. DWG. STD.-112-L & STD.-401-L. REMoVAL & REPLACEMENT NOTES: OJ REMOVE EXISTING MANHOLE. 0 ABANDON EXISTING MANHOLE PER PROJECT SPECIFICATIONS. 8J CLEAN & ABANDON EXISTING VCP PER PROJECT SPECIFICATIONS. 0 REMOVE & REPLACE OR PROTECT IN PLACE EXISTING WATER LINE AS REQUIRED. [6-] REMOVE & REPLACE OR PROTECT EXISTING IRRIGATION, ELECTRICAL AND COMMUNICATION LINES, AS REQUIRED. REMOVE & REPLACE OR PROTECT EXISTING FAIRWAY, AS REQUIRED. REMOVE & REPLACE OR PROTECT EXISTING TEES, AS REQUIRED. REMOVE & REPLACE EXISTING LANDSCAPING IN KIND, AS REQUIRED. SAWCUT & REMOVE EXISTING PCC CART PATH. PROTECT EXISTING TREE. PROTECT IN PLACE. 40 80 SCALE: 1" = 401 PROJECT NO. 120 ORANGE COUNTY SANITATION DISTRICT BIG CANYON TRUNK SEWER REPLACEMENT SEWER IMPROVEMENTS PLAN & PROFILE 5-62 DRAWING NO. C1004 FROM STA. 31 +00.00 TO STA. 38+00.00 AND LINE 11C" 7 OF 17 A B 1 110 lJJ z -I'--...J 100 t-:r: UJ 1-lJJ <( ~~ wg UJ . . 9B--"-Cll-§ + ro (I') 2 w SEE SHT. 1 8" LINE D INV--,IN 9 .19 ~ (X) a.: +o C7l . Q'. • r-'): CL 3 -.,. "PW---...._; 2" PW 4 * ASSUME[ DEPTH. CONTRACTOR TO VERIFv IN FIELD 5 _EX. FIN1SH SURfACE/G OUND __ _,_., OVER TRU K SEWER --- ------- &, S=O.O 48 ' ~ 8"SWR (98.78) ~ 21"S,.D. (ACP) 6"SD * ,, p .,.,. • CONST 392.82 L.F OF 15" C CO ST. 334.91 L.F. OF 15" VCP C 38+00 D E F REVISE ALIGNMENT MH 10 TO MH 1 1 RECORD DRAWINGS MARK DESCRIPTION 39+00 INE "D" LINE "A' LINE " " • J_ 40+00 41+00 -----·--------- ···-·-··-· -1· --f-0 ~w (/1 :::e 3 W-. :3 S/T [I] EXISTING ~ :::i . ::, ~EXISTING 1ST GR.EEN~ [~ \ H . 14 N & PROFILE OF LINE "D" JOIN EXIST. W-8' -V 9 15 LAKE 6 1 1 ( TY p . ),.,..--· / ~-~~ DESIGNED BY:..S~K_. ______ _ DRAWN BY: M"-'.C"-. ______ _ CHECKED BY: D.B. I • LINE IS 2 INCHES ., I AT FULL SIZE C?a ow -[D ID ~o x f-w DATE APPR. (IF NOT 2"-SCALE ACCORDINGLY) 42+00 I I I 4~/ ;, _/ I_. ALDEN & SSOCIATES DAVID L. DAC0\'.1 • P.E. 40496 0 ~ ~ r---:r: ~ ~ ~ N CL + 0 r-') Q'. ,;-CL r---r--. (() (() .ocr ~ N + + n n v -st- 43+00 6 -__ __...,r"------- --* 'RW 1 O" R SEE SHT. 15 8" LINE E INV IN 99.78 CO ST. 341.07 .F. OF 15" -.__.A. 44+00 --- 7 8 9 10 t-2D CONSTRUCTION NOTES: ------@ CONSTRUCT MANHOLE (A=60", C=36") WITH FRAME & COVER PER O.C.S.D. STD. DWG. CP LLl z --11D ...J en 5 tii--100 t-w <( :r: ~ (/) ow qw . g_(/) 9B ~ PROFILE SCALE HORIZ. 1" =40' VERT. 1"=8' S-050 & S-053. @ CONSTRUCT MODIFIED MANHOLE (A=60", C=24") WITH FRAME & COVER PER O.C.S.D . STD. DWG. S-050 & S-053. G) CONSTRUCT 15" VCP SEWER PER O.C.S.D. STD. DWG. S-010. @ CONSTRUCT 8'' VCP SEWER PER O.C.S.D. STD. DWG. S-010. ® CONSTRUCT 6" PCC CART PATH WITH 6" x6" -W1 .4xW1 .4 W.W.M. PER DETAIL ON SHEET 3. REMOVAL & REPLACEMENT NOTES: [}] ABANDON EXISTING MANHOLE PER PROJECT SPECIFICATIONS. [TI CLEAN & ABANDON EXISTING VCP PER PROJECT SPECIFICATIONS. ~ REMOVE & REPLACE OR PROTECT IN PLACE EXISTING WATER LINE. []J REMOVE & REPLACE OR PROTECT EXISTING IRRIGATION, ELECTRICAL AND COMMUNICATION LINES, AS REQUIRED. [l] REMOVE & REPLACE OR PROTECT EXISTING SAND TRAP, AS REQUIRED. [fil REMOVE & REPLACE OR PROTECT EXISTING GREEN, AS REQUIRED. [IQ) REMOVE & REPLACE OR PROTECT EXISTING TEE BOX, AS REQUIRED. [DJ REMOVE & REPLACE EXISTING LANDSCAPING IN KIND, AS REQUIRED. 12}] SAWCUT & REMOVE EXISTING PCC CART PATH. 45+00 ~ PROTECT EXISTING TREE. ~ PROTECT IN PLACE. w z ....J 0) I 1-U w t-w <( I ~ (/) Ow qw g (/) + LC) s:t" £ NOTES: 1. CART PATHS SHALL BE REMOVED TO NEAREST CONSTRUCTION JOINT AND RESTORED TO EXISTING FINISH TEXTURE. 2. DUE TO MULTIPLE IRRIGATION, ELECTRICAL AND COMMUNICATION LINES AND THEIR RESPECTIVE APPURTENANCES NOTES @J AND ID] ARE CONSIDERED APPLICABLE THROUGHOUT THE WORK AREA EVEN IF NOT DIRECTLY CALLED OUT. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH LOCATIONS OF LINE, VALVES, HEADS, PULL BOXES, ETC. WITHIN THE IMMEDIATE WORK AREA. 3. CONTRACTOR SHALL MAINTAIN FLOW IN EXISTING SEWER LINES AND COORDINATE AS REQUIRED UNTIL SWITCH OVER TO NEW SEWER LINES IS ACCOMPLISHED. RECORD DRAWING ,·Hr:sf: l-!H)JRt) IJRAWl'NC.i~j Hi!\Vl. m:Lr~ PREPAR[D B/\S[D TN f',1\ftf· !'Jl\l H\IFOHMAfl()N PR(JVlflf'.f) BY {:ClN-fRA( l(lRS ANO OCSD INSPHTORS SEWER !:n'.C!RAVL.IQ IA6L.E DOWN TREA ION O(cfs) Q(mgd) V(fps) D/d 35+83.44 3.42 2.21 7.52 0.40 39+81.26 43+21.17 3.36 2.17 4.07 0.64 0 40 80 43+21.17 46+67.27 3.09 2.00 8.00 0.35 ~-- SCALE: 1" = 40' PROJECT NO. 120 CML ENGINEERS PLANNERS LAND SURVEYORS ,e?~~,R<~ ORANGE COUNTY BIG CANYON TRUNK SEWER REPLACEMENT SEWER IMPROVEMENTS PLAN & PROFILE 5-62 DRAWING NO. SANITATION DISTRICT C1005 ·DATE FROM STA. 38+00.00 TO STA. 45+00.00 8 OF 17 A B C D E F 1 2 ·44-9 ------ 100 45+00 46+00 SEWEB l:IYDBA!.!UC IAEILE DOWNSTREAM UPSTREAM s Q(cfs) Q(mgd) V(fps) D/d 43+21.17 46+67.27 3.09 2.00 8.00 0.35 46+62.60 51+14.18 3.09 2.00 4.89 0.51 ~ 53+84.54 3.09 2.00 ~q;, (v<v 4.09 0.59 ef ~<v ""-_ -d··-______________ 1 __ 5.-"" ··, . ·,. ,. __ EXISTING 1 ST FAIRWAY ~ . "·_' -&. • .. LINE "I" ALIGNMENT CHANGE ABAND EX. MH 1 REVISE RIM ELEV. MH 14 REVISE ALIGNMENT MH 10 TO MH 11 RECORD DRAWINGS ~ MARK DESCRIPTION DATE APPR. 3 4 5 * ASSUME DEPTH. CO TRACTOR TO VERI IN FIELD -st 0 47+00 48+00 DESIGNED BY·c.cscc.c-K.:.:.· _______ _ DRAWN BY: __,,M"-'.C"'-. ______ _ CHECKED BY: D.8. I , LINE IS 2 INCHES ., I AT FULL SIZE (IF NOT t' -SCALE ACCORDINGLY) -....,,,- 446.58 L.F. OF 15" VC L E "A" EX. 15" 85.0± 49+00 50+00 ALDEN & SSOCIATES I ' ' CIVIi, ENGINEERS PLANNERS LAND SURVEYORS 2552 WHITE ROAD, SUITE B, IRVINE, CA 92614 '949) 660-0110 FAX: 660-0418 I / ,. "'· .-~ l .. , ""~47 ;¥·· -,,-~ , .. _..p,_._,_.r ~:1·. "/ . ,.._ __ --. / . -;,:_. ui:<· DAVID L. )!ACO!j, P.E. 40496 'DATE 6 7 \ .7 )I : / ... --1401 1% • o>s =1 .,. ,,, ' / --... ' i ------;-----_.; -------'------------------.L ----130 : 11-- "PW V),,,_ ('.._ ,,,_. "''. f # 00 <O' ~ ~ + ~ u·r 51 +00 1 *2" W UJ z .....J 0 ::r: ..-- 0 t-12 1--1./.J S=O 0053 <{ UJ 1--..;;.......+--+---; ::E + 0 (f) ow .7 ~.7 q_; 00 <O <O ~ + -tO \ ·w 8-oo l1 + N I.O 10 CONST. 264.36 L.F. OF 15" VCP PROFILE SCALE HORIZ. 1'' =40' VERT. 1" =8' 52+00 UJ z .....J 0 ::r: ....- 0 I-I-UJ <{ UJ ~ :c 0 (f) 0 UJ • UJ g (f) + N I.O 0 40 8 130 127.84 • I •• : I p. ROPOSt 1 D FINISH i 0 ~ y SURFAC OVER PONQ o ::; I FILL PR JECT i «i I : ; 00 • + §5 L O (l:'. -0.. --- I I .. /. l -8,~g. INV-IN 2-6'' · 130 \NV-OU g' 1 8.56 I -OU * ASSUMED DEP H. CONTRAC OR TO VERIFY IN FIELD 120 115 \NV-1 * X. 8"SWR 118.5± C NC .• ENCASE 1,~); - 0 8" SDR.- O,l(';;¼j",~:4,-Qµ 120 PVC A\, .,;:,_.--t C"'-.J PROFILE SCALE I \\ 5' 7 HORIZ. 1" =40' -:l½f-..~ VERT. 1" =8' 10+00 11 +00 EX. 78" RCP CONSJB!.!CJIQN NQIES: LINE "r: NQIE: BOCK EILANKET DETAIL CONTRACTOR TO VERIFY JOIN POINT W/ •NQIE EXIST. SEWER NOTIFY ENGINEER OF ANY CONSTRUCT 3/8" CRUSHED DISCREPANCIES OR CONFLICTS BEFORE ROCK IN PLACE OF VERTICAL ~ STARTl~G DOWNSTREAM CONSTRUCTION. CONCRETE ENCASEMENT (90% ~-RELATIVE COMPAC ION). __ .,. -~~/~~- @ CONSTRUCT MANHOLE (A=60", C=36") WITH FRAME & COVER PER O.C.S.D. STD. DWG. S-050 & S-053. @ CONSTRUCT MODIFIED MANHOLE (A=60", C=24") WITH FRAME & COVER PER O.C.S.D. STD. DWG. S-050 & S-053. @ CONSTRUCT 15" VCP SEWER PER O.C.S.D. STD. DWG. S-010. ® CONSTRUCT 6" PCC CART PATH WITH 6"x6" -W1 .4xW1 .4 W.W.M. PER DETAIL ON SHEET 3. BEMOVAL & BEPLACEMENI NQIES: (l] ABANDON EXISTING MANHOLE PER PROJECT SPECIFICATIONS. 8J CLEAN & ABANDON EXISTING VCP PER PROJECT SPECIFICATIONS. OD REMOVE & REPLACE OR PROTECT IN PLACE EXISTING WATER LINE AS REQUIRED . []] REMOVE & REPLACE OR PROTECT EXISTING IRRIGATION, ELECTRICAL AND COMMUNICATION LINES, AS REQUIRED. REMOVE & REPLACE OR PROTECT EXISTING SAND TRAP, AS REQUIRED. REMOVE & REPLACE OR PROTECT EXISTING GREEN, AS REQUIRED. REMOVE & REPLACE OR PROTECT EXISTING FAIRWAY, AS REQUIRED. REMOVE & REPLACE EXISTING LANDSCAPING IN KIND, AS REQUIRED. SAWCUT & REMOVE EXISTING PCC CART PATH. PROTECT EXISTING TREE . ~ PROTECT IN PLACE. NQIES: 1. CART PATHS SHALL BE REMOVED TO NEAREST CONSTRUCTION JOINT AND RESTORED TO EXISTING FINISH TEXTURE. 2. DUE TO MULTIPLE IRRIGATION, ELECTRICAL AND COMMUNICATION LINES AND THEIR RESPECTIVE APPURTENANCES NOTES @J AND [DJ ARE CONSIDERED APPLICABLE THROUGHOUT THE WORK AREA EVEN IF NOT DIRECTLY CALLED OUT. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH LOCATIONS OF LINE, VALVES, HEADS, PULL BOXES, ETC. WITHIN THE IMMEDIATE WORK AREA. 3. CONTRACTOR SHALL MAINTAIN FLOW IN EXISTING SEWER LINES AND COORDINATE AS REQUIRED UNTIL SWITCH OVER TO NEW SEWER LINES IS ACCOMPLISHED. 80 --120 RECORD DRAWING Tlif.',I RH:orm DRAWINGS HAvi;: fl[EN PRFPAR[() B/\Sl,I) . ,.• ,. . . ' SCALE: 1'' = 40' m i'/IIH ON !Nf'ORMA noN PROVIDED BY { .ON I RI\( I ORS /\Nil OCSD IN.,1 LU OR; ORANGE COUNTY SANITATION DISTRICT BIG CANYON TRUNK SEWER REPLACEMENT SEWER IMPROVEMENTS PLAN & PROFILE FROM STA. 45+00.00 TO STA. 52+00.00 PROJECT NO. 5-62 DRAWING NO. C1006 9 OF 17 A B C D F 1 2 3 4 • • 71/AS COMP ETtD BY 6 "POND FIL •••••••• ctONStR CTION OF T IS APPROXIM TEL Y 60' f * ASSUMED • EPTH. CONT ACTOR TO VERIFY IN FIELD P'R(!)JECT CONTRACT R. CQN,TRAC OR SHALL ERIFY OINT . POINTS BEFORE AN CONSTRUCTION. OTIFY NGINEEIR OF ANY DISCRE ANCIES. 13&- 8" ' '\ :61, ~ 128.59 UJ z --'-....._ - 1- 1 -----, _______ _ INV-IN 1 7.84 SEE LINE 'F" PROFILE O 8"(LINE "F") ·~· THE RIG T \.-,:;;:;;';:B":;'; ... m;;Ll'=NE;'j:;::;;;"I~:• ~ ~·' ._<-:>· 0 '\ Ni/ . ~ SEE LINE 'I" PROFILE --:;J,EET 9 0 ·o X . wo N z+ 6 t') ~ONS 264.36 L.F OF 15" VC 52+00 53+00 1 .56 _,. .& C.Jl -¾ _,. _,. . st 0 -- 54+00 CONTRAC OR TO VERI JOIN POI T W/ EXIST. S WER NOTIFY ENGINEER O ANY DlSCREP NCIES...OR. NFLJCTS_BE ORE STARTIN DOWNSTREA CONSTRUC, ION. ' ' . S RFACE OVE POND F Lt r"'tZOJECT -P OPOSED Fl,ISH ------ *EX. " 118. ±) CON E ------------- I\ I\ ii \\ // \\ u i u ' II 1111 \\ //\\ l \'1 ~ J OlN EX' 1 5" ( 115. 9) 0 ·o X . WtO IX) ~+ ost ,lO JOIN EX 15" (116.43) £ SEWEB ~YOBAUU~ IABLE D M UPSTREAM Q(cfs) Q(mgd) V( fps) D/d 51+14.25 3.09 2.00 4.09 0.59 53+85.54 2.94 1.90 3.95 0.58 56+38.18 2.86 1.85 7.75 0.34 PLAN CHANGES PER ADDENDUM 15" GRADE CHANGE TO MATCH EXISTING LINE "I" ALIGNMENT CHANGE ABAND EX. MH 1 REVISE RIM ELEV. MH 14 RECORD DRAWINGS DESIGNED BY-..:· Sc:.::.K.:.c· ______ ~ DRAWN BY: ...cMcc.:.Ce.:.. ______ _ CHECKED BY: D.B. I • LINE IS 2 INCHES • I AT FULL SIZE MARK DESCRIPTION DATE APPR. (IF NOT 2'' -SCALE ACCORDINGLY) / / w w .. set zz~ ::::J ::::J "II, 0 IX) I 0 .-~ 0 IX) o n o.: + Olco+w ~ IX) IX) (0 (0 0 -st + (0 5 FINISH SURF CE RUNK SEWER 6 ISH SURFACE/GROUND RUNK SEWE ' ~ff CMP RE OVED AND RECONSTRUC ED WITH CONCRETE B X DURING CONSTRUCT! N. ----~ ! ' * * 12" LINE G NV-IN 117 77 SEE CITY B SEWER IM ROVEMENT PLAN, SHT. 20 FOR P N & PROFILE o LINE "G" 7 UJ z - 150 140 ....J ..... :::c: ..... ()F 1-30 f-UJ ct: UJ :;EI o en 0 UJ g ~-120 + 0) I.() -·11{) 8 * ASSUMED DEPTH. CON RACTOR TO VERI IN FIELD -150 140 l 0 8" INE "I" 120 110 9 EX. Fl.NISH SURJACE/ GR UNO OVER 1EWtR --. S=0.0100 scao.0290 (0 N (0 + 0 N ('J . 0 r--+ 0 ALDEN & SSOCIATES CML ENGINEERS PLANNERS LAND SURVEYORS ORANGE COUNTY BIG CANYON TRUNK SEWER REPLACEMENT SEWER IMPROVEMENTS 2552 WHITE ROAD, SUITE B, IRVINE, CA 92614 (9)11') 660-0110 FAX: 660-0418 ,' ·•:,'"~ :./} •·;/ , .. /~· _,,, if' ~__;,_ ,. -. • ........ "' ,1 r. .. " t:i. j.,"' DAVID L .• BACON A'.E. 40496 ' • DATE SANITATION DISTRICT PLAN & PROFILE FROM STA. 52+00.00 TO STA. 59+00.00 & LINE 11 F" & !ll'I 10 150 120---- PROFILE SCALE HORIZ. 1" =40' 110 VERT. 1"=8' 3.55 L F. OF " VC . STD PROJECT NO. 5-62 DRAWING NO. C1007 10 OF 17 A B C D E F 1 2 t-6(} 3 EE LINE " " ROFILE TO • E RIGHT * ASSUME TO VERI 4 DEPTH. CO TRACTOR IN FIELD 5 6 A • I ( EX. FINISH URFACE/GRO~ND I I' OVER TRUNK SEWER 1 --r-----, //-·.------~ ---t--~2"P1 W ____ _;_..------*2 RW ,, [\2"RW I ---2 RW __.... -4'; W I ·-. ' ' ----"' ~*---+-'-'-2 .. Rw/ 2''Pw I SEE D~TAIL 1 --* 2 RJY___, ~ 2" RW * • --= .------. 0 N SH E1 ET " LINE H ·97 ~PW S=0.00 IN -IN 131.04 • CONTRACTOR TO VERIFY OIN POINT W,/ EXIST. SE NOTIFY ENGi EER OF AN DISCREPANdlES OR CON BEFORE STA TING DOWNS REAM CONStRUCTION. ER LICT / I C\J + l() <D CON T. 435.24 L F. CONS . 426.35 L .. OF 15" 59+00 NOTE: ROYAL SAINT GEORGE EXISTING STREET SECTION = 3" AC/7" AB. PLAN CHANGES PER ADDENDUM RECORD DRAWINGS MARK DESCRIPTION 60+00 61 +00 62+00 I I I I; I TARGET / / / --~-GREE~ _ J / / / 10+00.00 TARGET GREEN ----_ _ -EX. M.H. ---ni::.... -~ S/T -S/T 3 _ S/T ~<. I -~ EXISTING DRIVING RANGE ~~ 11 TARGET --1:J ';:'.~ I GREEN .....__ O>N .....__ .....__ l() "<I: f 1· . .....__ (l'JO'J - 1,1.r'-::::~1 -------=@j ~ 1. 11 +56.19 2 13 o 0 . ,I I EX. M.H. 0 0 1P (139.59) RIM A ~ f ~ \ (131.42) INV OUT a.. 'fl (131.78) INV IN o ~I i ~~~ ~ 80 120 -- SCALE: 1" = 40' DATE APPR. DESIGNED BY~· S=.K-"-. ______ _ DRAWN BY; M.C. ______ _ CHECKED BY; D.B. I .. LINE I'., 2 INCHES .. I AT r·uLL SIZE (IF NOT '[-SCALE ACCORDINGLY) LINE " II I 63+00 64+00 CONTRACTOR MAY USE EXISTING 72" RCP CULVERT FOR CROSSING ROYAL SAINT GEORGE ROAD WITH SEWER BYPASS PIPING. 3 SEWEB HYDRAµuc TABLE DOWNSTREAM UPSTREAM 65+00 TARGET GREEN S T T N Q(cfs) Q(mgd) V(fps) D/d 60+78.42 2.94 1.85 7. 75 0.34 65+09.77 65+09.77 68+77.37 ALDEN & SSOCIATES 2.71 1.75 2.35 1.52 CIVIL ENGINEERS PLANNERS LAND SURVEYORS 2552 WHITE ROAD, SUITE B, IRVINE, CA 92614 (9,0) 660-0110 FAX: 660-0418 ~ .... F ,..·--· .. --····,·'.::::.~:~t ,.,,. . ,:r" ; .. ,,I' oivm~t' B~c~N, P.E~---~ll49·_···~--~ ~--· 't>lff 4.65 0.48 8.83 0.37 I / / 1l 1 / : / I I I I I I I J f I INE 62.60 L.F. OF 12 VCP 7 UJ z ....IN 170 1 16B I '""" u 1-150' I-w <( w 2 :r 0 (f) ow ·w 8 w 140 + <O (0 OFILE SCALE H RIZ. 1" =40' V RT. 1"=8' 8 1-80 170 160 150 -~------- 130 9 EX. F NISH SURFA E/ CROU DOVER SE tR I I a, 0 <D ,t_ + ~ ~ I I • (131.78 /NI'-"/ INV-IN a, 0 ~ ID + ~ ~ 1-3+. 42 INV-OUT 131.04 INV-IN m I I I I I I I 10 0, . tl) :r; ai ::,c C\J . + 1-C\J Cf) ~x / ! \ I X. 8" 170 I :::l (16 .4±) INV OUT I 1-&e I I I 1-50 I I I I I I I 14-0 130 PROFILE SCALE HORIZ. 1'' =40' VERT. 1" =8' 66+00 12+00 0 cc \ CONSTRUCTION NOTES: @ CONSTRUCT MODIFIED MANHOLE (A=60", C=24") WITH FRAME & COVER PER O.C.S.D. STD. DWG. S-050 & S-053. 0 MODIFY EXISTING MANHOLE PER DETAIL ON SHEET 15. (D CONSTRUCT 15" VCP SEWER PER 0.C.S.D. STD. DWG. S-010. (j) INSTALL LINER IN EXISTING 12" VCP SEWER @ REHABILITATE EXISTING MANHOLE. RECORD DRAWING & ~ REMOVAL & REPLACEMENT NOTES: THIS!' RFCORIJ Dl,AW!NCiS HAVE llEEN PRli'ARFD llASl'D fir ::::::N E:::~~G M:::~~~~ PER PROJECTW~:R~:~;l::~l:!~f:f.l'ROV!llHl BY fONTHACfOR'i ANll OCSll INSPHIOR'; [TI CLEAN & ABANDON EXISTING VCP PER PROJECT SPECIFICATIONS. [I) REMOVE & REPLACE OR PROTECT IN PLACE EXISTING WATER LINE AS REQUIRED. 0 REMOVE & REPLACE OR PROTECT EXISTING IRRIGATION, ELECTRICAL AND COMMUNICATION NOTES: LINES, AS REQUIRED . REMOVE & REPLACE OR PROTECT EXISTING SAND TRAP, AS REQUIRED . REMOVE & REPLACE OR PROTECT EXISTING GREEN, AS REQUIRED. REMOVE & REPLACE OR PROTECT EXISTING FAIRWAY, AS REQUIRED. REMOVE & REPLACE EXISTING LANDSCAPING IN KIND, AS REQUIRED. PROTECT IN PLACE. 1. CART PATHS SHALL BE REMOVED EXISTING FINISH TEXTURE. TO NEAREST CONSTRUCTION JOINT AND RESTORED TO 2. DUE TO MULTIPLE IRRIGATION, ELECTRICAL AND COMMUNICATION LINES AND THEIR RESPECTIVE APPURTENANCES NOTES []J AND [Dj ARE CONSIDERED APPLICABLE THROUGHOUT THE WORK AREA EVEN IF NOT DIRECTLY CALLED OUT. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH LOCATIONS OF LINE, VALVES, HEADS, PULL BOXES, ETC. WITHIN THE IMMEDIATE WORK AREA. 3. CONTRACTOR SHALL MAINTAIN FLOW IN EXISTING SEWER LINES AND COORDINATE AS REQUIRED UNTIL SWITCH OVER TO NEW SEWER LINES IS ACCOMPLISHED. PROJECT NO. 5-62 ORANGE COUNTY SANITATION DISTRICT BIG CANYON TRUNK SEWER REPLACEMENT SEWER IMPROVEMENTS PLAN & PROFILE DRAWING NO. C1008 FROM STA. 59+00.00 TO STA. 66+00.00 AND LINE 11F11 A B C D E F 1 190 t8{}- 170 t-60 150 ___.;,-· ---- ~. - NOTE: 66+00 ROYAL SAINT GEORGE EXISTING STREET SECTION = 3" AC/1' AB. BIG CANYON EXISTING STREET SECTION - 4" AC/1 O" AB. PLAN CHANGES PER ADDENDUM RECORD DRAWINGS MARK DESCRIPTION 2 3 --------- LI E 362.60 L F. OF 12" CF' ::r:: :;;;: I'--Q_ no I'--0::: r--o + ro .• co LJ ~r~~----- ~- ! 11 I· 11 11 11 I I 11 I'--r-- 00 co '<I-r--r--. + + ro ro co co 4 5 * AS UMED DEPTH CONTRACTO TO ERIFY IN Fl LO ---- I t==-- EX. FINISH SURFACE/G OUND OVER TRU K SEWER I (S=0.01 r--~ =~==-===---r-- ' 6 ONST. 24 . .8 L.F. OF ffi I 12" VCP -y~ NST. 272.15 L.F. OF 12" VCP LI E 433.06 L .. OF 12'' V P ~ en.....___,,., ! tO . ·r tO--. (X) :ii; + N • r--GS m m 0 0 l'0 co O'.) !Xl + + N N r---r-. 7 n n m m . N r--. ~ ~ + + n n -r-, -I"- 190 I 180 ("') ..... 170 160 150 PROFILE SCALE HORIZ. 1" =40' VERT. 1" =8' 8 9 LINE "A" NOTE: CONTRACTOR TO VERIFY JOIN POINT W/ EXIST. SEWER NOTIFY ENGINEER OF ANY DISCREPANCIES OR CONFLICTS BEFORE STARTING UPSTREAM CONSTRUCTION. CONSTRUCTION NOTES: 10 @ CONSTRUCT MANHOLE (A=60", C=36") WITH FRAME & COVER PER O.C.S.D. STD. DWG. S-050 & S-053. CONSTRUCT 12" VCP SEWER PER O.C.S.D. STD. DWG. S-010. INSTALL LINER IN EXISTING 1 '2'' VCP SEWER CONSTRUCT 6" PCC CART PATH WITH 6"x6" -W1 .4xW1.4 W.W.M. PER DETAIL ON SHEET 3. REHABILITATE EXISTING MANHOLE. Li REMOVAL & REPLACEMENT NOTES: J:If\ REMOVE EXISTING MANHOLE ~ f EMOVE EXISTING VCP AS REQUIRED. 4 CLEAN & ABANDON EXISTING VC PER PROJECT SPECIFICATIONS. 67+00 68+00 69+00 70+00 71+00 I 72+00 73+00 6 REMOVE & REPLACE OR PROTECT EXISTING IRRIGATION, ELECTRICAL AND COMMUNICATION LINES, AS REQUIRED. DATE APPR. EX. 12" DESIGNED BY-c· S'-'-.K-"-·-------- DRAWN BY: -"M"'-'.c'-'-·. ______ _ CHECKED BY: D.B. I _. LINE IS 2 INCHES • I AT FULL SIZE (IF NOT 2" -SCALE ACCORDINGLY) CONTRACTOR MAY USE EXISTING 72" RCP CULVERT FOR CROSSING ROYAL SAINT GEORGE ROAD WITH SEWER BYPASS PIPING. 72" RCP ALDEN & SSOCIATES DAVID L. BACON P.E. 40496 CIVIL ENGINEERS PLANNERS LAND SURVEYORS 0::: 0 [DJ [s] ~ [ill NOTES: REMOVE & REPLACE EXISTING LANDSCAPING IN KIND, AS REQUIRED. SAWCUT & REMOVE EXISTING PCC CART PATH. PROTECT EXISTING TREE. PROTECT IN PLACE. . CART PATHS SHALL BE REMOVED TO NEAREST CONSTRUCTION JOINT AND RESTORED TO EXISTING FINISH TEXTURE. ---+----1--J JOIN EXIST. 2. DUE TO MULTIPLE IRRIGATION, ELECTRICAL AND COMMUNICATION LINES AND THEIR RESPECTIVE APPURTENANCES NOTES @J AND fiJJ ARE CONSIDERED APPLICABLE THROUGHOUT THE WORK AREA EVEN IF NOT DIRECTLY CALLED OUT. CONTRACTOR C) ca \ I --------- 1 SHALL FAMILIARIZE HIMSELF WITH LOCATIONS OF LINE, VALVES, HEADS, PULL BOXES, ETC. WITHIN THE IMMEDIATE WORK AREA. 3. CONTRACTOR SHALL MAINTAIN FLOW IN EXISTING SEWER LINES AND COORDINATE AS REQUIRED UNTIL SWITCH OVER TO NEW SEWER LINES IS ACCOMPLISHED. REC(JRD .DRAWING I IIISI_ RH.:urm llRAWlNGS H/W[ BFlN 1-'R[PARI LJ IJASELJ I~' l'/IRr ON INl{)llMAllON PROVIl)ID BY r:rn,ITR/\ClORS AIIII) OCS[J INSPIJTOII', 1\[ SEWER HYDRAULIC TABLE DOWNSTREAM UPSTREAM STA+t1;,J.l'J STATION Q(cfs) Q(mgd) V(fps) D/d 65+09.77 2.35 1.52 8.83 0.37 68+77.37 72+85.59 2.04 1.32 4.69 0.54 72+85.59 73+ 15.43 2.04 1.32 4.73 0.54 0 40 80 120 73+ 15.43 75+92.58 2.04 1.32 3.57 0.68 SCALE: 1· = 40' PROJECT NO. 5-62 ORANGE COUNTY SANITATION DISTRICT BIG CANYON TRUNK SEWER REPLACEMENT SEWER IMPROVEMENTS PLAN & PROFILE DRAWING NO. C1009 FROM STA. 66+00.00 TO STA. 73+40.00 12 OF 17 A B C D E F 1 +--+-0 1-80-- 150 DOWNSTREAM ,$¾TION 73+15.43 75+92.58 77+53.62 ' / 73+00 w z - SEWER HYDRAULIC TABLE UPSTREAM STATION Q(cfs) Q(mgd) 75+v92,58'\ 2.04 1.32 77+53.62 2.04 1.32 78+91.99 2.04 1.32 ~ . /'--' RECORD DRAWINGS MARK DESCRIPTION 2 3 * ASSUMED DE TH. CONTRA TOR TO VERIFY I FIELD E:><. Fl ISH SURFAC /GROUND OVER RUNK SEWE ----- (0 0 . 0 0) + LO r-- 4 *2" RW CONST 15£3..04 SEE D TAI "/{,' THIS SHE N ~ . ~ Li) + r--r-- 5 N ~ (0 Li) + r--r-- I / 74+00 75+00 76+00 77+00 EXISTING 1 3TH FAIRWAY~. @] • "" V(fps) D/d 3.57 0.68 8.72 0.34 8.49 0.35 05 0 DATE APPR. 1B RECY)RD ORA WIN(i, n IESL R[CORD DRAWINt.:i'.-.i HAVL HE[N PRLPARCO HA':iUJ IN PAR t ON lNF>RMATICN PROV:l'IJl .• :f l IW ('.( )N-l'Rl\i: l f)R~; J.\Nf' l lt.SD J.l\1'..)11! r: i { JfJ_~; DESIGNED BY~-------- DRAWN BY: M.C .. _______ _ CHECKED BY: D.B. I • LINE IS 2 INCHES ., I AT I°ULL SIZE (IF NOT 2" -SCALE ACCORDINGLY) EXISTING 17TH FAIRWAY @] ALDEN & SSOCIATES DAVID L. BACdN P,Jl. 40496 / I I / 78+00 CIVIL ENGINEERS PLANNERS LAND SURVEYORS 92614 6 r-- 79+00 7 190 188 17-0 ... 1-60- 15& 8 LINE "A" NOTE: 9 DIRECTION OF FLOW "'J \)< I\. "-'o DETAIL "A" NO SCALE CONTRACTOR TO VERIFY JOIN POINT W/ EXIST. SEWER NOTIFY ENGINEER OF ANY DISCREPANCIES OR CONFLICTS BEFORE STARTING DOWNSTREAM CONSTRUCTION. CONSTRUCTION NOTES: EXIST. 12" VCP TO £_ REMAIN • .Le:>---' - - - 10 A=N 78"57'33" E B=N 88"56'58" E LARGEST RADIUS POSSIBLE @ CONSTRUCT MANHOLE (A=60", C=36") WITH FRAME & COVER PER O.C.S.D. STD. DWG. S-050 & S-053. @ CONSTRUCT MODIFIED MANHOLE (A=60", C=24") WITH FRAME & COVER PER O.C.S.D. STD. DWG. S-050 & S-053. © CONSTRUCT 12" VCP SEWER PER O.C.S.D. STD. DWG. S-010. PROFILE SCALE (z) INSTALL LINER IN EXISTING 12" VCP SEWER HORIZ. 1" =40' VERT. 1" =8' ® CONSTRUCT 6" PCC CART PATH WITH 6" x6" -W1.4xW1 .4 W.W.M PER DETAIL ON SHEET 3. 80+00 REMOVAL & REPLACEMENT NOTES: REMOVE EXISTING MANHOLE. REMOVE EXISTING VCP AS REQUIRED. ABANDON EXISTING MANHOLE PER PROJECT SPECIFICATIONS. CLEAN & ABANDON EXISTING VCP PER PROJECT SPECIFICATIONS. REMOVE & REPLACE OR PROTECT IN PLACE EXISTING WATER LINE. REMOVE & REPLACE OR PROTECT EXISTING IRRIGATION, ELECTRICAL AND COMMUNICATION LINES, AS REQUIRED. REMOVE & REPLACE OR PROTECT EXISTING FAIRWAY, AS REQUIRED. REMOVE & REPLACE EXISTING LANDSCAPING IN KIND, AS REQUIRED. SAWCUT & REMOVE EXISTING P.C.C. CART PATH. PROTECT EXISTING TREE. PROTECT IN PLACE. SEWER LINE HAS PREVIOUSLY BEEN ABANDONED; HOWEVER, MANHOLE MAY NOT HAVE BEEN PROPERLY ABANDONED. CONTRACTOR SHALL VERIFY IF THE MANHOLE HAS BEEN ABANDONED PER [TI. IF NOT, CONTRACTOR SHALL ABANDONED MANHOLE PER [TI. NOTES: 1. CART PATHS SHALL BE REMOVED TO NEAREST CONSTRUCTION JOINT AND RESTORED TO EXISTING FINISH TEXTURE. 2. DUE TO MULTIPLE IRRIGATION, ELECTRICAL AND COMMUNICATION LINES AND THEIR RESPECTIVE APPURTENANCES NOTES II] AND ID] ARE CONSIDERED APPLICABLE THROUGHOUT THE WORK AREA EVEN IF NOT DIRECTLY CALLED OUT. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH LOCATIONS OF LINE, VALVES, HEADS, PULL BOXES, ETC. WITHIN THE IMMEDIATE WORK AREA. 3. CONTRACTOR SHALL MAINTAIN FLOW IN EXISTING SEWER LINES AND COORDINATE AS REQUIRED UNTIL SWITCH OVER TO NEW SEWER LINES IS ACCOMPLISHED. 0 -■---= 120 ORANGE COUNTY SANITATION DISTRICT SCALE: 1" = 40' BIG CANYON TRUNK SEWER REPLACEMENT SEWER IMPROVEMENTS PLAN & PROFILE FROM STA. 73+40.00 TO STA. 77+64.25 PROJECT NO. 5 -62 DRAWING NO. C1010 13 OF 17 A B C D E F MARK 1 r<') oI q :ii 0 +o 0 Cl::'. ~ a. 2 <( r<') 3 * ASS MED DEPTH CONTRACTO TO VERIFY IN Fl LD EX. FINIS SURFACE/ GROUND VER SEWER _ -----------,;,;..;.. -;.;,,-____,.,,_-~ ------ *'--0 ~fl,.. . ~ ' SEE DET IL -"'--- ON SHEET 15 1 EX. 8" SEWER 80 ~-0 00 60 -eeNS'f. . 3-tf. f:..-:.~~=-__:1~5~5.':':"0:'::2=_L~F'.:::;:'-=:'.O=f=_8:::.""--J-'.:.':'..C.:....P_-I OF 8" v1CP I_ 10+00 -~ • \ \ \ _\ \\ \\ \\ ~ \ \ - \\ ~ \\~ \ -~~ •:;'.--\ ANYON •SIG ;.....,--~- ---~---_ ~---•·,, ''" ~ ,'" • • I ... -•@•;;.\ SEE SHT. FOR f'i:.AN .& PROFILE: OF1 • LINE "A" \ I LINE "D" REALIGNMENT RECORD DRAWINGS DESCRIPTION I 11 +oo 08 0 05 0 DATE APPR. 12+00 NQ;tE'.: PROFILE SCALE HORIZ. 1" =40' VERT. 1" =8' BIG CANYON EXISTING STREET SECTION - 4" AC/ 1 O" AB. DESIGNED BY.....,· S"'-.K"-. ______ _ DRAWN BY: -"M"-".C"'-.------- CHECKED BY: D.B. LINE IS 2 INCHES I I • AT FULL SIZE • (IF NOT 2" -SCALE ACCORDINGLY) 4 5 * ASS MED DEPTH. CONTRACTO TO ERIFY IN FIE D 6 120 0) ~ 0~ q::,; 0 Q • +(l_ 0~ EX. Fl ISH SURFACE/ GROUND OVER SEWER ,..-- ~ Q_ ------- 11-0 -~ \ \ 6" RW ~ 100 90 CONST. 213.01 . F. OF 8" i i L NE "D" LINE "B" & "D" NOTE: 10+00 11 +00 CONTRACTOR TO VERIFY JOIN POINT W/ EXIST. SEWER NOTIFY ENGINEER OF ANY DISCREPANCIES lR---R-ONt:-1=1txS BEFORE STARTING DOWNS~RU TION. 15 "-._ "-._ J -,..- p JOIN EXIST. SEE SHT. 7 FOR PLAN PROFILE LINE "A' ALDEN & SSOCIATES 12 (W=8') CIVIL ENGINEERS PLANNERS LAND SURVEYORS 2562 WHITE ROAD, SUITE B, IRVINE. CA 92614 (941)) 660-0110 1 FAX: 660-0418 r . ""' ·., ,,~" ,,t ', f .. !l;;:,, (.,·_/' ·-7, •::; ,' "111' ~ ,,,.. •-,'1,' ,-,,.. •• . ,. •• / . *''-, _.,. ·" ' Ji., • l~_.f,,~1< DAVID -L. BACON ,l>;E. 40496 !)ATE 12+00 7 X. 8" EWER * J' v·S '/, ~ q,; .. SEE DETAIL THi SME-ET 120 l+O 9 0~~ 16 LARGEST RADIUS POSSIBLE 12+15.93 LINE "P'.'. DETAIL NO SCALE 10 DIRECTION OF FLOW EXIST. 8" VCP TO REMAIN. A=N 08"23'22" W (THIS SHEET) /--~~"-.__ / ----------_/\____~ _ _/ - CONSTRUCTION NOTES: , @ CONSTRUCT MANHOLE (A=60", C=36") WITH FRAME & COVER PER O.C.S.D. STD . ' ! DWG. S-050 & S-053. MODIFY EXISTING MANHOLE PER DETAIL ON SHEET 15. ® 0 ® ® CONSTRUCT 15" VCP SEWER PER O.C.S.D. STD. DWG. S-010. CONSTRUCT ff' VCP SEWER PER O.C.S.D. STD. DWG. S-010. PROFILE SCALE HORIZ. 1" =40' VERT. 1"=8' CONSTRUCT 6" PCC CART PATH WITH 6"x6" -W1 .4xW1 .4 W.W.M. PER DETAIL ON SHEET 2. @ REHABILITATE EXISTING MANHOLE. @ CONSTRUCT 48" MANHOLE WITH FRAME & COVER PER CITY OF NEWPORT BEACH STD. DWG. STD-112-L & STD. 401-L. REMoVAL &; REPLACEMENT NOTES: [I] REMOVE EXISTING VCP AS REQUIRED. W ABANDON EXISTING MANHOLE PER PROJECT SPECIFICATIONS. [±] CLEAN & ABANDON EXISTING VCP PER PROJECT SPECIFICATIONS. OD REMOVE & REPLACE OR PROTECT IN PLACE EXISTING WATER LINE AS REQUIRED. ~ REMOVE & REPLACE OR PROTECT EXISTING IRRIGATION, ELECTRICAL AND COMMUNICATION LINES, AS REQUIRED. (2] REMOVE & REPLACE OR PROTECT EXISTING SAND TRAP, AS REQUIRED. ~ REMOVE & REPLACE OR PROTECT EXISTING GREEN, AS REQUIRED. ~ REMOVE & REPLACE OR PROTECT EXISTING TEE BOX, AS REQUIRED. [DJ REMOVE & REPLACE EXISTING LANDSCAPING IN KIND, AS REQUIRED. [}] SAWCUT & REMOVE EXISTING PCC CART PATH. 11 sl PROTECT EXISTING TREE. ~ PROTECT IN PLACE . . CART PATHS SHALL BE REMOVED TO NEAREST CONSTRUCTION JOINT AND RESTORED TO EXISTING FINISH TEXTURE . . DUE TO MULTIPLE IRRIGATION, ELECTRICAL AND COMMUNICATION LINES AND THEIR RESPECTIVE APPURTENANCES NOTES @J AND ID] ARE CONSIDERED APPLICABLE THROUGHOUT THE WORK AREA EVEN IF NOT DIRECTLY CALLED OUT. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH LOCATIONS OF LINE, VALVES, HEADS, PULL BOXES, ETC. WITHIN THE IMMEDIATE WORK AREA. 3. CONTRACTOR SHALL MAINTAIN FLOW IN EXISTING SEWER LINES AND COORDINATE AS REQUIRED UNTIL SWITCH OVER TO NEW SEWER LINES IS ACCOMPLISHED. 0 80 1:!p --■---RECORD DRAWING J f"lf."-~:;f-: RECOf.(l) f:>RAWINU'.~ HAVE _Bl:CN PR[PARt:D BAS\.=p ,, _ ., .. _ , IN l'/\i/1 <JN (Nf'OllMAl'lllN PROVIDED MY C()NTRAUOR'i AND OU,IJ !N!,PILIORS SCALE: 1" = 40' PROJECT NO. ORANGE COUNTY SANITATION DISTRICT BIG CANYON TRUNK SEWER REPLACEMENT SEWER IMPROVEMENTS PLAN & PROFILE LINE 11 811 AND LINE 11D11 5-62 DRAWING NO. C1011 14 OF 1 7 :,, o._ A B C D E F 140 10 1 2 * SSUMED DEPTH. CONTRA TOR 0 VERIFY IN Fl ELD CONTRACTOR TO VERIFY JOIN POINT W/ EXIST. SEWER NOTIFY ENGi; EER OF AN)[ DISCREPANCIES OR. CONfLICTS BEFORE STAIRTING DOWNstfREAM CONSTRUCTION. I 0 CONST. -268.1 o: L:F. OF 8" GP LINE 'lE" 3 n $EE tO ci ON i;- 4 120 5 DIRECTION OF FLOW EXIST. 8" VCP TO REMAIN. A=N 71.28'29" W 6 OFFSET MANHOLE BASE TO PROVIDE SHELVES OF EQUAL LENGTH LARGEST RADIUS POSSIBLE EXIST. 8" VCP TO BE PLUGGED. (l'J " co· l() co co 7 2 13 A=N 89°08'53" E B=N 80"17'14" E 8 OFFSET MANHOLE BASE TO PROVIDE SHELVES OF EQUAL LENGTH EXIST. 8" VCP TO REMAIN. 9 - /1: ~ ---✓ // 0) . if) ~-rJ i-. ,--.. ~ ,--.. A=N B=N C=N 10 30"51 '38" E 36" 41 '14" E 67'33'02" E ~ ' "1-. 4 if) . i-~:: ' ._::: . ,:f:J ~ rv· V) l'r) ,--.. \\ -1---- \ 7-1---- 6 I\"--1/ I ..______ --;:,, L-~-_J MANHOLE STA. 11 +BB.66 LINE • C: DETAIL ~G;,.-,:--+±.::+----i:-----'"<---' \')\· LARGEST DIRECTION NO SCALE (SEE SHT. 7) MANHOLE STA. 10+ 72. 72 LINE "E: DETAIL NO SCALE ~~ ~ _ 3 )------'Cb/ 110 CONSTRUCTION NOTES: (SEE SHT. 10) -✓-~ "-./-~ -✓ r;; ~\ @ 100 @ 0 0 © PROFILE SCALE HORIZ. 1" =40' VERT. 1" =8' CONSTRUCT MODIFIED MANHOLE (A=60", C=36") WITH FRAME & COVER PER O.C.S.D. STD. DWG. S-050 & S-053. CONSTRUCT MODIFIED MANHOLE (A=60", C=24") WITH FRAME & COVER PER O.C.S.D. STD. DWG. S-050 & S-053. MODIFY EXISTING MANHOLE PER DETAIL ON SHEET 15. CONSTRUCT 15" VCP PER O.C.S.D. STD. DWG. S-010. CONSTRUCT 12" VCP SEWER PER O.C.S.D. STD. DWG. S-010. CONSTRUCT 8'' VCP SEWER PER O.C.S.D. STD. DWG. S-010. INSTALL LINER IN EXISTING 12" VCP SEWER. CONSTRUCT f>' PCC CART PATH WITH 6"x6" -W1 .4xW1 .4 W.W.M. PER DETAIL ON /~SET MANHOLE BASE ~ b ( TO PROVIDE SHELVES ~ j:, OF EQUAL LENGTH :i c.o ~ "~ 2f-43' 35" EXIST. 8" VCP TO REMAIN. ECTION OF FLOW RADIUS OF POSSIBLE FLOW MANHOLE STA. 11 +54.56 2 13 LINE "H'.'. DETAIL NO SCALE /~ (SEE SHT. _12!_---..J /!J} \ ✓ ~ Ji!f. L\_ cf:! :g !::' ' I ec;· if) ' '0fo'? DIRECTION I ' OF FLOW ------------------~- ® 0 ® \ SHEET 2. C 0) OJ,~--+----+---~ 10+00 12+00 13+00 REHABILITATE EXISTING MANHOLE. ( @ @ CONSTRUCT 48" MANHOLE WITH FRAME & COVER PER CITY OF NEWPORT B STD. DWG. STD-112-L & STD. 401-L. & CO RACTO SHALL REMOVE EX I REMOVE EXISTING MANHOLE. A=N LARGEST B=N RADIUS C=N POSSIBLE 61°24' 49" E 06' 13'02" E 35· 41 '14" E J LINE THROUGH M.H. TO NEW M.H. @ 73+15.43 16"45'27" A=N 89" 41 '06" E B=N 89' 41 'Of>' E REMOVE EXISTING VCP AS REQUIRED. PIPE PRIOR TO MANHOLE CONSTRUCTIO AND PROVIDE FOR BYPASS SYSTEM DURING CONSTRUCTION AS REQUIRED. BYPASS PIPING SHALL BE FUSION-WELD HOPE, OR BOLTED ALUMINUM OR STEEL WITH VICTAULIC-TYPE JOINTS {NO QUICK MANHOLE STA. 65+07 .37 LINE "K DETAIL FO LINE "D" MANHOLE AT STA. 12+04.54 SEE SHEET 14 LINE "A" DETAIL ABANDON EXISTING MANHOLE PER PROJECT SPECIFICATIONS. NO SCALE (SEE SHT. 11) NO SCALE CLEAN & ABANDON EX !STING VCP PER PROJECT SPECIFICATIONS . .....,.c_o_N_N_E_C_T_O_R_S_AL_L_o.,..w ... ED_).......,,..... __ .,.,,,,.,.__, ~' (= SITT; J- I I I -• ------ I --.-I I ; LINE "E" -6 I 6J11(' -9 ,;~: ':::_ ~ ~ - [I] [TI ~ [ill ~ I E:X •. 15•0.ri.s (TYP.) 12 \JOIN .______ ...... to v· o 15 , NOTES: REMOVE & REPLACE OR PROTECT IN PLACE EXISTING WATER LINE. -~ REMOVE & REPLACE OR PROTECT EXISTING IRRIGATION, ELECTRICAL AND COMMUNICATION LINES, AS REQUIRED. REMOVE & REPLACE OR PROTECT EXISTING SAND TRAP, AS REQUIRED. REMOVE & REPLACE EXISTING LANDSCAPING IN KIND, AS REQUIRED. SAWCUT & REMOVE EXISTING PCC CART PATH. PROTECT EXISTING TREE. PROTECT IN PLACE. I I. BE: o.u·,;. •. E:SMr EXIST. •••• •• / ; •CLAtME:o . . (W=S') 1. CART PATHS SHALL BE REMOVED To NEAREST coNsTRUCTION JOINT AND RESTORED To / 1 sl / / · .·~.· 2. ~~l:T~~G :~~~~L;E~TR~~;TION, ELECTRICAL AND COMMUNICATION LINES AND THEIR r---.......,P!Jop_ z . ' I l ; / .• \ -A , RESPECTIVE APPURTENANCES NOTES @] AND [TI ARE CONSIDERED APPLICABLE . 1. • To. O.c., .. ~.·,· .. tg_ fs~r1· 1 '@ ,-V THROUGHOUT THE WORK AREA EVEN IF NOT DIRECTLY CALLED OUT. CONTRACTOR SHALL ~• ·1 EXISTING 9TH FAMILIARIZE HIMSELF WITH LOCATIONS OF LINE, VALVES, HEADS, PULL BOXES, ETC. WITHIN ['--SEE SHT, 7 / I ; FAIRWAY THE IMMEDIATE WORK AREA. 0 40 / FOR PLAN & [Ij 3. CONTRACTOR SHALL MAINTAIN FLOW IN EXISTING SEWER LINES AND COORDINATE AS PROFILE OF / f ; / REQUIRED UNTIL SWITCH OVER TO NEW SEWER LINES IS ACCOMPLISHED. / LINE "A" / / 1 ~ 80 120 11 lf: :-;1_: RFCOKD DRAWJ l\KiS Ht.WI· rn+~J l.iRl.:P/\1{!--D BJ\SHJ SCALE: 1'' = 40' rn PAR'l ON UJfURMAHON 1·1ROVH11,!) DY UlNTIU\{ T( }R;:, Al\!!) ncc:in TN'jf-'t°''CfO!,':; PLAN CHANGES PER ADDENDUM 3 06 RECORD DRAWINGS 05 0 I I DIRECTION OF FLOW EXIST. 8" VCP TO REMAIN. ,----~ _t---~ I I /1 '--' '--' I /1 ,,,,, ~\ I 4 I \ " I I ' -1---- 1 \\ '~~1 I ..______ L_ EXIST. " VCP TO E PLUGGE 25· 15'28" MANHOLE STA. 12+37.15 LINE "B" DETAIL A=N 84"32'13" E B=N 82'52'22" E NO SCALE (SEE SHT. 14) EXIST. 8" VCP TO BE PLUGGED. -~ \ I \ "--..______ -;:,, __ _J L _ LARGEST RADIUS POSSIBLE MANHOLE STA. 12+73.10 LINE Ne:: DETAIL NO SCALE (SEE SHT. 15) DIRECTION OF FLOW EXIST. 8" VCP TO REMAIN. PROJECT NO. DESIGNED BY~------- DRAWN BY: _,S=.K-"-. ·------- CHECKED BY: D.B. I ,. LINE IS 2 INCHES • I AT FULL SIZE ALDEN & SSOCIATES CML ENGINEERS PLANNERS LAND SURVEYORS lo c ~ ORANGE COUNTY ~_:.o SANITATION DISTRICT BIG CANYON TRUNK SEWER REPLACEMENT SEWER IMPROVEMENTS PLAN & PROFILE 5-62 DRAWING NO. C1012 MARK DESCRIPTION DATE APPR. (IF NOT 2" -SCALE ACCORDINGLY) LINE 11E11 AND MISC. DETAILS 1 5 OF 1 7 A B C D E F MARK 1 2 3 4 5 GEOTECHNICAL BORING LOG B-1 GEOTECHNICAL BORING LOG B-2 Date Sheet of Sheet of 1 City of Ne..yp_l]!"J __ !i!'l~c_h Sew~_!'!I....P.~.9.v.~meii: --~-rg C_~_ny9r:,_Coul}(ry_fl@ .. " Project Orllllng Co. Hole Dhtmttflff --·--·~----_______ .. fled~)<}'\ {x.ill1ng Project No. __ 601049-001 Date PrlJjf;?(;t DrilhngCo. City n' '.fo_wprnt &em/1 St::>.V"'r l•ntHD_\l:,~rn~:m! -010 (;,:n,xon .9'._,untt} Ct: .. !h ... Project No. '3(J 1049°011 1 Elevation Top of Hofe Type of Rig CME.75 a~ Drive Wuight _ 14_0_!_~_.Aul~hl'UTlrr.!_~--•-··-Drop 3Q" 61' Location fl-1 < 14 ---~:anyon c;~G.li.J.~-:~Jloring,,l"oc_a:fio,:i .. ~.'!R. Logged By Sampled By DESCRIPTION JMP -~-JMP .. , ____ _ n,. ''-'·.~I!!~< 'i_t, "f ,l.l<.l,'t~h Olt,'-"11. >!1ff. rr~•i~t t\l \'\'.'!,V n11n;;-l. kl\\• rJ,to<tw,ty, <:<nlr: ,;in,! i .,r. I()'_ 1,_,,, -)'»nJ,~ o~,-l')' SIL"I, ,J.;u:k hJi)'"1. !11<:'lo'T. !ll1Jt !J(,1!<111· IMI ·\ ·14 .-:,,11\•, r·1_,\ 1' !(U)!:ill br,,w11-,!!ti 1w,1~1 .<I 15', $a11dy 0. •~ \' h, ( "f.a_yty S,\NI ,. ht(ll1t1l w,:c. wlt!l•m:w, 111,,; % 11 }:' _(, er /IS( r.r~,1~,l ~:-.n,l 1)(.T<'hlxi wa1en11t:,111mi,rcJ R--4 ,,!' !~', ( 'l<l\'"'" ~,\ >,,,,'J'1. '•rn1H1. ~ilturnt,~.1. h.,~. foi<.: hJ rnc,imm 1,·.a,nt:d mn.l I l:1f.li l'kp;h ui Brnn~. H,.) fn:1 i•,~r..;Jwi.·I g1mudwa1,,'I em•mJ!ltC'1t',l ,11 I 'i f'l'l"I ,1H11n;_( <1r1J m1• fm.ldii!,:d •.•11th, utting,; SAl;IPLC T'YPCS· H'PI'· OF TE$TS. ., .. S Sf"UTIWOON (> GRM-SAMPL£ OS OIR£Cl 51-Jf.AR SA SIEYEANALYSJS R ICINGSAMPLE C CO!i!ES.AMPLE MO '-'IAAIMUMOE:NS/lY st SANOEOt,11\JAl..l'Nl B BULK SAMPlE CN CONSOUOATtON el ~PANSK»,I Jf'l}E)( L'!....~"~'"'c:"""'"~::l:•c· -------,.;;,.;.,;;,;;-;;.,.,..-;,;C~R'-'1CrOMi,iRO;:f:S'°"P.'lru;,,T,[i,;,;---"'"--'R0V0AL=UE"-----LEIG HT ON UL ING, INC. GEOTECHNICAL BORING LOG B-5 10 6-05 of Date Project Orimng co. City ur N~1•~JJ'.)I'! Be.-ich Sewer _l!!!E'_f'_JV~ment. Dig Canyon C0tmlry Club Sheet Projeet No. Type of Rig 501049-0iJ'l -------.-'" Hole Oiamet"" Elevation Top of Hole II 5 "' --✓---~ 7~: 'f,, < •. 1 7ll RECORD DRAWINGS 8" 8/' R-4 ' ' I ... J;_r:~Q 01illi!_l9 Drive Weight Location I r,y-:-J ~! o~· Ji : Logged By 'Samplod 8y DESCRIPTION JMP JMP ~arl ~~-T (_Rhin(J) Drop 3-9" 11 :'i' \ h,:,-e'y ::,,;\J\J) I(, ~,,ud'/ l l.A Y l~·,,w1,. ¼l:I I', •,h)l,h!l; !t10l,l l, 'N ; ::~ ,J ( ·1 ;st ",,i•.I s.1,d, 1ln; 1n n,ed:um ~nwl ,<I:, } _,, :,,1)1~,' .I A\' w1tl, nlU'llf.!%H<J, tJJ(IWU 111 "1-"1\\$1>:'01\ll, ~(:Ii, l'f m,,11~! ~);'iiH!('L ' ('J .-,. 1,1 • ! 1r,vc'. S',Nl) f.J San,1, ("I.A Y. 1:r<>ll'!l t1,,l;,rk l(ll:' .. """~1 t,, fi'l(I! J·J" 'K',(t, v::,yuoJFJ 1,·1,~r,I! r.:i!.'l· lit'p1h,:1 !\l,'1n( H1 ~ frtr (.imw:dw111,>1 ,,•1wo mt,;rtsl .d .,4 k>t:LJurn1H .l1illiar, 11,1,~klillr,I ·Ad1 v•.1!tm~s DESIGNED BY,S,K, Hole Diameter Elevation Top of Ho-le "' Dale Proiect Drilling Co . Holo Diameh:lr EJ.avaUon Top of Hole '" I !11 • 110 ms DRA\JN BY• _,S"".K"''--------- CHECKE0 BY• D.B. j • LINE IS 2 INCHES AT FULL SIZE .. DESCRIPTION DATE APPR <IF NOT 2'-SCALE ACCORDINGLY) fl" R-1 ,:; 'I j; (~teg_g_ qn _l;nr,i Drive Wolght Location " l·•ll Type of Rig :ylg(l_ .. ~t~ • r (~~~in,oJ ;,rn !l) J\ut..:iha11mi,!f Drop• JO" 81<;.1 Conyo_,1 _(;01.!_l'tr}' Y!~L.?~':? E,>9.i:,~n..9 ,L_qcatior_r~ ~•t,1p DESCRIPTION JMP JMP ,;; f, ~· ,,,'!\ r, c\\ 1,,,.,q1.·,,,,_,HI. ·m~k,'~i, !'l'1,iH.t«. ',' ',,\p:i_' ,~'< :,,hi,d,pl,1·•,IH 'i._!l.C«11h•,.,ill'l1•1,·•,a'id l,~!n :11 +. l_i·(/'. ", ,11(,:»I ,:1:-i1am ,.1 If ; S.;,1·,·, .'\ ,J,o,.,, ,, J ,', rY,\WJ\ !" lm,.sn , .>"'<' Jl·.:,(µ ·1•.•t,1'; ,,j '.slr·d; I/ .'iill\• ( "I '\ Y ,l:ai< h1w ... r,, mm,: SlT\ ,i,r· :.1>11•_· 1,,,,. ,s:rn, 1L":I, ,,w,l, ,,;,1 w •.11,.,11 :14irl~~1, ,,f1,,,J1,>c:K l;,;ulJ)q,rJ, d lb,·:n;; -11,. ~ :<'d 1;1,, f,,vo1dw.11c1 -:· 1,.01,mcr:,l •l:u;n:, ,11!1!1,,·; 1~;,,·,-l1ihl w11l, ,,11nn:;s GEOTECHNICAL BORING LOG B-6 H~J C;H•yq11 Pnm1 Fitl H~dimm On!lir,g Drive Weight Location l " 11 ! './.'.-,;,. '> •,f' ,, : " ,:, I :(1 <) '1 I; • ' ' 'I I! J " .' l/,. I, ' ' i _,. Sheet Project No. Type of Rig I 4q!_~_ ~<Jtoha~'!_lr)l9_[. DESCRIPTION of 60i(l4fl.-i)0"1 CMF·7'.'1 Drop ;-m" LQgQOO By Sa.nip.led By ,/1\11-' ,JMf' i,·;,:,,, ,· ':;A ·~u. ', _.1~ ,·,, -l<r,·,,_, "· !n ,l-,n,1 ,, "·,hd'h J,•,i-;c, < ,;1,I ,,· • ,,_,_ 1::Ji,,~,J. :,·,,,· ,,f, b:, ]'f :-,J11<IV\il.l .<,1lr,·;,,. bro·,,:, ,~rv,,:11 dJillj' ,.,,,1:i•p,-_ '-,,,: ".I" 1!:,d ·,,,:,. :1>1,,, (, !;,1,:-lu«· :~A\;[• '-'nll.. 11.iuc:,·Jl\c, n) ,,1,1,.;,,a-· hr.,,,,;, \\<'I ,k,,,,;;),i:dl'.-'.' ALDEN & SSOCIATES 2552 WHITE ROAD, SUITE B, IRVINE, CA (949) 660-0110 FAX: 660-0418 FOR REFERENCE ONLY CML ENGINEERS PLANNERS LAND SURVEYORS 92614 6 7 GEOTECHNICAL BORING LOG B-3 I() of Oat.; Pro)ect Drilling Co. Cily of __ Nf:wpnrt Br-;,:1c1, S-l'lWfn· !rnprove·n(!nt. _13:,9 Canyor; Country Ciub Shee1 ·1 ProjoctNo. ti((_!Q~-~··D01 ~.1:J!_l _M5JJ.f?h1t10) Drop :i(Y' Elevation Top of Holtl " Ml ,'.!t t,11 Oah, -'.1<'?-(15 Project Drilling Co. Hole Diameter Ehwation Top of Hofo l(Jll 'HI "' ff' -· 0!t}U9._Qr_il!iP!J Drive Weight Tyr>e of Rig ·t4~JQ_At'.~S~Emmer .............. . Location " ,; '':' ,, >, DESCRIPTION Logged By JMP Sampled By .JMP HI.I. "';i:,:L-,-:,;iiN(I -\Y t,1,,-.,u. «.l\,111.,,il ·,· ',,n.h -ill T IA<1wi,, 11••1>(. ,,,, ;1,:I .,~,1, •.;,1,1ll l1.1p,:{•H1•.,,( '~.;•.h:,-~ ,1.~.,i Jkp1h,1t H,,1mt1· lfJ ·, l>"·c1 •~n 1:_ru1m1krlli;-c 1,i 1.mm.1•r,;,! d~",r1,; ,/J1Hm:, 11w, U,1.d ·.,,!~ ,''11hllf'I GEOTECHNICAL BORING LOG B-6 nr . f'llQ Cc1;!Yr!11 Pond Fili .H~fn~t_'_l f.k!l_ll!.'9 D1iv1:P Weight Location ,, '.-; [i,: l'-1 (, I I I 'I :11 -.. ~ (j '~ iii 1\ .pj Sheet 2 of ;, Project No. Type of Rig CME-l~j 1_4_01b_~,!9_DpmQ~f.'J.(........... Drop :3p" BJ_Q Cr.inyon CqL~tJ.try (.;h•~~:.~.~~~.'.lril),D_L .. ~.at,012 .. ~~P. __ DESCRIPTION Logged Sy Sampled By JMP ,JMP iH' SJna' ~;, ,1'.1Jw,• 'l>if,l>,01!1h! \II IYI• l',F,:;,,,i'.t),; 1111✓1 0!1<11111,, ""'"! •kn,t ·: Ji ,1 ,, ~.,n1c· ;,, ,}'.><l\<:. rmn.,nh '·~I! Im.; );\IJi11~,I O 111<.JJl,10:,·, -.:1-,;h!lc 11~-,1-a. 1m~J1mr, m'th;.,, :<1lt,1<>1w "' ,,,,t ,~IJ<"dic-,1 - l'ubl Uq,;l! d lll:rrni;· i ! :i 1-:,.'r G:ounJwaw: cc'lc',rm1l(•11c,_l ~1 J.11 1,,,1 lw!,.,,,. ,.,, ,i1,p •'.'" 1,k• ,Jim"" ,h,l!mi; [\,, ,;h1,.,-I,,,. i<tili,',I .\,!Ii,.,,,! ,-u!l,1'"> ORANGE COUNTY SANITATION DISTRICT 8 9 10 GEOTECHNICAL BORING LOG B-4 Sheet of Date Project t'.:_ly__nf Nt'lW!,Jor! Btw:t1 Stowt:, ln,pm11{;merit_:_ ~lfd Ganyo11 Coi..11_1.ry Club_ Projoot No. YY_!.~~:~.:J.! Dnll!ng Co. Hole Oiarn•.rte, Elevation Top of Hole ~" '()·-- I ,,, I ! . f .. I __ µn~~l!J . .Yf.!.!.!!~£L Drive Weight Type of Rig Marl M5-"f_tf3!!i.~p1 _ }~_lb AlllQ!lp,!!l_JTI_E'.~ Drop 30" Location B:u.~.:1r_1y_~~ fS1{111l1y Club -SHe !3ming _Loc_a_t~o_ri_ M.:if? _________ .,,. DESCRIPTION logged By Sampled By fllll ,JMP Jfl/lP .. ,;;·o· • :-i1h, ( 1.,\ Y, fo"" :1. ,.,:,_ 11~•,-.1 './ ~•:(b1::•. 1>!LJ't•1~d1,,(1.1Y,1>~1l1l\,rn,,ntn1p,,;•? c\'f', ',IL71 "-'''\U' ~W•Jil foir.111.cl!to· nt l>e,Jn1, .. k • ,'~ 1 \' ~ml1,-SIi :1 It> ~:llyCl._.1 Y. ILj'lil brown 11' gr~~-., \·1·,-,°''"' ""''1 ~1lH WIHI hdl'l,; h·•~~•11l,t1\'! ,,! :xd,,,,:J, 111:cl won,: OJ1d '[01.1:l lkp!l, uf [ku111t,. 2(,_,; Jt•el fi10:uu;1~arc· ,,a.,1wit-n,,J :,1 1 ~ f'M ,hmnt dr·!hr-:' !h,l.fiU<!\l i, 1th ntlm!:~ SAW'U, Vff>F~· TYf'C" or TE:S75 " !:: W>tJl'SPOON (,i GRA85AMf'lE OS om-ECTSHfAR SA SIE-1f.:AN41..YSll:l fi ltlNGSAMPLE (; :·:nm; SAMA r MO MAXIMUM [)£fll!IITY SE SANUliOOIVlll i;Nl ic1 BIJl\\ SAMPU: Ct4 CONSOl.11,lATl(lt,j F.I EXPANSJON INOf.X c.:'-'o"o"'c· c"'c""'::;:s'--------:-..-:xcr.;x-:-,-;:;'~;;;;:.,",""""'x,""'~-::.mcr:=:--.-.;;:;;--•"·'--"-'c""'='~---LE N CONSUL TING, INC. RECORD DRAWING TlffSI' lffCORU llllAWJNGS HAVE BEEN PRl'PARED BASH> lN l'Alll nI~ INfOl,MAJl[)N i'ROVIDH> IJY CONTRACTORS AND oc;n lNSl'f(TORfi PROJECT NO. BIG CANYON TRUNK SEWER REPLACEMENT DRA\JING NO. 5 .... 62 GEOTECHNICAL BORING LOGS BORINGS B-1 TO 8-6 C1013 1 6 OF 17 :. CL 0, N 0 t ! N 0 ,-. ,. I "' ~ I N ,n f-w w I ,n Cl'. w s w (I) 0 if) 0 0 0 ~ ~ A B C D E F MARK 1 8 22-05 ---Dato Project Drilling Co. Hole Diameter Elevation Top of Hole ' 1.10 '" 125·• " llff Date 8-29-05 Project Drilling Co. 8" 2 GEOTECHNICAL BORING LOG B-7 f:lig_ Canyot~ Pond f 1l! __ _ Redm-,n Drrn119 Sheet Project No. . ____ Typtt of Ri9 140lb Autohammer ,. " ' " 3 of 2 601048 llll 1 CMF75 Drop W" 139' Drive Weight Loca11on ll 1 RI i I ' ! 8 fl ll \fl. DESCRIPTION JMP ·--J.MP ·-"·· ,:,r,w:(i:"1i> ~• ( ·1a_..,, :,.l•i,ly Sil ;·_ hrmtll. ah!,'f11.ly 11mi~1. k~.,~t·. ,,,o,u11: chlml'i< nt silN!"n,· :.:r.; ~· S,\1\11, b\\111 br,,1''fl t,1 ht(ht (1fi\l\!)c fl?zy..,•n, m..Jrn:<> c:~~Js\, d~t\<!' t,, n}.ll~t. sm,,.: 1~ hnl' gmnw:cl i,,, l>' fo1t1l>t<'<I -:j \A!\I)\ fONh'."iU.T~Tl)Nl" h>)l',t hrmu, lo J,W} t>,w.w1, ~'1g:11]\' m,,~t. HJl!ilHl'IIIWfiM: \,,il~·H¼ I ' , I i"' ,. 18 ., I _.,:7:,. iii,• ,2)" 5-II.T'-;lf1'sl;, &glu l>1,;;,wu. Wt,.'l 111 f1:1n, ~'!'~. ~ev Jm<.! ~.mw ~,:ir~ !,i,..:, 11:r,w,:,J ,1111ST1,~1dOO ~an1l~!o1'<' GEOTECHNICAL BORING LOG B-10 Sheet of ~i_g __ f_<!!~~i_l__Pond rill Projeet No. i:J-0104-f,--OO ~ ·~. Re:c-manDriUffl~L_______________ Type of Rig CM'."o/t;, Hote Diameter -·~-f· Drive Wetght 1~_(}1!) At,1t-o.:tiammer Drop 30" Elevation Top of Hole ' 1211 I I~ rn .l!--JO RE::CORO DRAWINGS 13G' R 1 I IV I Location .... --.. ,slfili!1,1·on Col.lfltry,~tl!b -~ §ee Borfn_g Lor...aho.11 .. ~"!P , ... ,-,..----- ' i i I DESCRIPTION l<'lf.J, JMP .JMP /,;,',' '-ii!ndv(·:_-\Y r11;,_k1~wlmJwn ''">11,lf<>'.'l"l'(ll~•NI -.H!,,M·ili, ( I ri,1,, K ri1r,l11,r11 qr lfll<~l i I IM''>l' ,,,, 1·,· i'iJVt,'} :..•\'•l'l :" S:,J\NI l. s,-,mr l'rnwn::m_~ '.'.J k-.k\1d; anrl ,0n1,-.:,:,,,,,i,·r I'"' k,·1, w,thln _,,,mpk\ lll.>l>t, \·t"f;-' ,t1/l,1,x,:_him ,l,;mt :n/ •~ ,'iANll u, "icw<iy (':.-AY, 11)/l\lkJhr;·,wn, 1~1;· m,,,st 1'1t"l.\1u:1> _;f'/f. '"LS :1.:1,,;,i'•\:I:! c,11 ff. 1'<'11lr. >»Jl)ll rhu,1k, ,,f :i.._b,><.:h os/t>7 DESIGNED BY,S,K. DRA'vJN BY, S.K. CHECKED BY, D.B, LINE rs 2 AT FULL Date Pro1ect Orlllfng Co. Hofe Diameter Elevation Top of Hole '" o,m~ Project Orllling Co. Hofe Diameter El{)vatlon Top of Hole 1011 "' INCHES • SIZE DESCRIPTION DATE APPR. <IF NOT 2'-SCALE ACC□RDINGL Y> 4 5 GEOTECHNICAL BORING LOG B-7 Q z • 1 I B1y C,myu:·1 Pui 1d Fil_l ........ -· .K~~r2n:JJ.~11:i:HJ Driva Weight Location )' ' ~n-•1,. \.,j 1 \ 'i-if1i I >I I ',p,''," !' I ' I ' ' , 401b Autonarnrnei Shoot ,: of Project No Typo of Rig ---... , .. , ..... ,.,..,, .... ,. .. " DESCRIPTION JM.P JMP :) 5U10L8-001 CME-lb ·--~· " Orop 30" Ji;· s,\ -.:fod·i iN{ w1!1·1 1111uh,~l!fo! SIi :1·s·\\i'>.ii:. ,,uu\.m,,,.-t~ • ';tf',' ''m,· ,,-:!,ll<\i li1•!11 l•noc\''.1 ,;i!\!n!:. f:tML ,h•,is,• ,,lli!U,, I\ S!'lc'l~>II~ " ,h'. :,,~••d~ :ill I'd O~H'., d,ul , .. ,,,, .. dm;;p, ·:,· :-,·, i:,c ·,~,,,\ ,., ,_-,; ,·,1·,··,•,,.:,,.-,1 (,,ie1\ ,,iq,!J; ,1'hmt1;i ~o .i 1>,rr , ,1.·s.,1<!·sc:1'.•1· s>1'\-\:,m1>k,\.'-i ,,I _Ip fr,'l bd,,,,.,-,·:l,>f!lfl;.'. ,:,i,•,!.s du!m!' ,lr·!l•~I): ''rnd,,,:.: !,,, k!,J\,·,! ","!Ill -;nil sillW,}',• GEOTECHNICAL BORING LOG B-10 L'i6' B . .9_ Cm1yu11 Pumi F·H . f!,e9_11,un _[JriUir1i} __ Drive Weight Location Sheet <}f Projec::t ND. fype of Rig 2 0010,18.()(11 CME JS 140lb Autohamn~M ... "· Drop :~ct B_ig C~nyon C_gi,;_1!\Q:'_i::_!_1,b --~ilQ. 80"ing L_q~:;i;i..Y!t ry1~p- DESCRIPTION JMP JMP "'· I 'I "i""i:,"i;' ,~;;i/s l -~ Y kHwr. ,,._.<''. nw. lwm'.\\IH, ,u,~! i.-,,1,,,.1.,n, >"J,!IJl<'..1 ,, I I l I , I I i • I I '.)ta; ,l,,11n1 UI iUi iu,1 ') ' ;; !~<'1 ,,,!-)'./! ,:,'-\ ,t," \:l':,u"''·'·;i.c! .11 ,.\1, t';,-·r l,d,w , ,,,-1,;ir f.'i\llk 1,,,,,,,: ,.ld\mi. ;1, ,,,·i~·,\._-t,,., I fill,,~ w:fb .,,.) .-11 rw, ., ALDEN & SSOCIATES 2552 WHITE ROAD, SUITE B, IRVINE, CA (949) 660-0110 FAX: 660-0416 FOR REFERENCE ONLY 6 7 GEOTECHNICAL BORING LOG B-8 Sheot 1 of Did~ Proj-Oct DdU!ng Co, C:ily oi N~-.vpgrt_l:]~1,c\:.?.e."."_ti,r t.1:r.1pr_~1~e111m_1 -nig f:;myrn1 C1,tn1hy C:/u!1 Project No. 60i04!J.i)01 l:-lo!e Oiametor El~v.ition Top of Hole R l ,. " ,, ~t'.o!,'1_ry'l¥!!_1 _(?r_(lli_ri(, DrlveWIJ,tght Location Type of Rig CME, 7~ 140 t!J Aukihanuner Drop ;}C" -·-.. ~!£. f,.;,<:1J!YQ11 _C.:£Uf)!!Y...i'.,;!Y!L:.:~-ee . .f~.!tinfJ __ locat,o_n Ma11 DESCRIPTION Logge-d By Sampled By JMP JMP ,r1v' Fm <w,h,·m1.1 1,, ( 'i;t}s)" Si\Nl), h;il11 f•l()Wl,. If t•i·,1. n,nliuu-1k11,,:. """ ~- l.':d:•. Im•. phs,ti~,h-. ''"""', ;,.,.,~ ., 1>f ,.jh-.,J,>t«· ,; 1 U'. S,-\ 'iV. _hglll h!<>•\H, :,i,!,llth· lr'l.•i:.t. J,·ac,· ·m1,1nm, tirnw~-..l ..;,1m« d,w,k.~ nt ~•lhltnw I Y ,'>tit; ! • , \ hw.-.·n t,, h;>ln h,,w:1 LH<>il;~,J. rn.,u k """.-,,;.,,:,:, ·.),!' !H'. ),a,1,lv i,1,l, • l .'\ Y ,.,, ,,.,·• , ,:,v ~·,•t, ,»(! 'i"''!e' ,,,,.,n1iq :'.1''111,,,-1 lJO 'I -,u:,1 ' 25 1)5 I 1·,,u1-I ti~r:J1 ,,1 J.l<.,rm~· }.(, .\ kd t:-~· tr:{:um1w,nc· lllrnma=,l tlu,iu,,J, !L11f 1',11·!<.l'ilkd ,~,l11d111:np RE(X')RD DRAWING 111!'.,I R!J.:OIW DRAWINGS Hl\\/1 llH:N PRLP/WH) 151\SIJ> IN !'All f iN rnt ·OHMATlON PJ-f.OV:fl)f]J HV c:orwrRACrOf{S Arm ocsn JN'.-;p[c roR•·; CML ENGINEERS PLANNERS LAND SURVEYORS 92614 ORANGE COUNTY SANITATION DISTRICT 8 9 10 GEOTECHNICAL BORING LOG B-9 l.l 22 05 ., Date Prnject Drllli119 Co. . .--.. ---···-"··---· Sheet Project No. Typeot Rig (:ily of Newport 8ft_i!C)' S1:1we_1 lr:nprovement •. J:3i5J . .9:~~l]J.9!.:' .. ~~.!:.'!!!'Y Cl.uh 601049-001 ----' -·· Hob, Diamwter Elevation Top of Hofe 'Hi S.AMPU! T'VPE'.l>: $ SPLIT !!POON H A:ING S""1fl'Lf: B aut.J( $J'I.MPU: 1 HJOC, SMl!PLE fl" _K~-~~~n Drilht19 Drive Weight 140 lb Aulohammer Drop 171' Location I< I " " G tj.RAI.' SAMJ>U' C CORf SM,'J'l.f LEIGH !iiii -o () . _,,, !,'l.Jg .. _<;;~!'}Y,£fl_9Q!L~ry Club -See ~.~,hqs.~t10_11. ~JJ ~ DESCRIPTION $2. L-By Sampled By ,JMP JMP ,., ('J \·,,,., IO', ~A '-il)S J"I JNJ: ll,i.;ht yd~,w bown, ,h1mp, v<'t''.-' ,;,•nc:e, OK'<.in:m l<> f<;:11~.: w1m1r,I MIi<) ·,·, I~-, ,l;!l,'JS l ! )NE, h!,iht ,;l1w 11c~,·n 11~d hg),t t,,.-,wi, cntl': f!i:d,hl llim ;~r,.:fa, ~fl'¥ ,l.-,\s~, d;,n~, J',1lill I kptll nt I form~ ~b .. 1 foe·: 'iu i::trnmd...,Jk:1' _,,1'ou1itcmi Jwin~ ,\; il:me, flackftik,l with u1ttull-t, TVPf. Of 'U'iSTS. a, !:iA 8tlf:\/£ ANAl )'$IS SC SANO fQutVA\.,El'H El EllPANSt()N INIJO: MO RV l'tVAL.1,)£ 3(.)'' PROJECT ND. BIG CANYON TRUNK SEWER REPLACEMENT DRA 'vlING ND. 5 62 GEOTECHNICAL BORING LOGS BORINGS B-7 TO B-10 C1014 1 7 OF 17