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DWG 459-5; 3951; LA GOLONDRINA ST & EL FUERTE ST HDD SEWER EXT; 01-13
CONSTRUCTION PLANS FOR LA GOLONDRINA AND EL FUERTE STREET CITY OF OCEANSIDE /\.. ! / -~ L ___ j L, G), I L-----.. , \ I CITY OF VISTA L··--·-·---·-··-··1 PACIFIC OCEAN RO AVE CITY OF ENCINITAS VICINITY MAP NO SCALE i I DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: DUDEK & ASSOCIATES. INC. ADDRESS· 605 3RD STREET t1:cc ~~ c.,: No. 59395 XI * * CITY, ST.: ENCINITAS, CA 92024 TELEPHpN~~'¥-9"''--;-"-!..I'----- ERGHOLZ R.C.E. NO.: ~59~3~95~--REGISTRATION EXPIRATION DATE: 12-31-09 I ! SITE 1 SITE 2 MARCOS PROJECT LOCATION HDDSE ER EXTENSIONS AUGUST 2009 CITY OF CARLSBAD CARLSBAD, CALIFORNIA CITY COUNCIL CLAUDE A. "BUD" LEWIS -MAYOR ANN KULCHIN -COUNCIL MEMBER MATT HALL -COUNCIL MEMBER MARK PACKARD -COUNCIL MEMBER KEITH BLACKBURN -COUNCIL MEMBER LISA E. HILDABRAND CITY MANAGER GLENNPRUIM PUBLIC WORKS DIRECTOR DI RT CALL TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG Underground Service Alert of Southern California LEUCADIA WASTEWATER A~PROVED BY: ,.4 ,'~,.P. e,..., ''?I Rcez~~"I E;i,fl ,111/10 LWD DISTRICT ENGINEER ·----·--------··----------- EXISTING LA GOLONDRINA LIFT STATION SITE 1 KEY MAP 1' = 250 T---··-·r··------,-.. ....._ I I · , I i / \ ........ -1-· . ,,·..>\ / \ \ ')<:cl,::1/,:----) '·· // '>y// / i _./ i / . / J '· ./,/ ·.,_ /,. / / 15';,- \ --------- \ \ \ \ EXISTING // LCM Ill LIFT /ii STATION 1/ i// / SITE 2 KEY MAP 1' = 250 REVIEWED BY: .// // I I I ---0 ~[E~7 ---0:: I 0 I ::r:: I ~-..-'IC) I -L ---1.... ----, ~ ----------- NOTE: CONTRACTOR SHALL LOCATE ALL EXISTING UTILITY VALVE BOXES, MANHOLES, VAULTS, SEWER CLEANOUTS, STORM DRAIN GRATES, INLETS AND SURVEY MONUMENT BOXES AND PROTECT-IN-PLACE. 1~/oh.,,, zln(~ DISTRICT 1----+--+-----------t----t---t---t---l I SH1EET I CITY OF CARLSBAD I SHEETS I , Is /4 ? DATE ·DUDEK Dudek & Associates, Inc. ENGINEERING DEPARTMENT 13 ~IM=:P::::::RO::::.:VE~M~E::::NT~PLAN~S~FO==R=: =======::::::; 1---+---+-----------t---t-----t---t------t LA GOLONDRINA AND EL FUERTE ST. HOD SEWER EXTENSIONS TITLE SHEET, VICINITY MAP, KEY MAP APPROVED: WIIJ-~AM PLUMMER '4J//.t44,; ,r_. ';; *'kl .9-/1-&9 1-1-===~===~:;;======================~===~===~===~==~ DEPUWCITY ENGINERPE 28176 EXPIRES 3 31 10 DATE' 605 Third Street Encinitas, CA 92024 , l-:0""A==-+ccc1N1c:TIA,,-L +'-'-'--------------t-:::-::::--+:-=:c--t-:::-::::--+:-::::-:-:-i DWN BY: -~ « DATE INITIAL DATE INITIAL CHKD BY: 760.942.5147 Fax 760.632.0164 REVISION DESCRIPTION -- PROJECT NO. 3951; 5500 DRAWING NO. 459..:.5 ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: ~ 0 f- ~ 0 I f- I (/] 0 I " " " "' 0, 3 u ~ I .,. " .,. "' 0 <( u 0 ~ 0 0 C 0, -~ V 0 I <D V .<:: ill .9- Q_ 0 C ·c u C 0 0 C) 0 __J " " .,. en u 0 .D m 'C 0 u 0, C ~ V V .<:: "' C w 0 - Q_ :;; Q_ 0, C n i~ n "' .. - (Jl w~ 0 0 N n CJ1 lO GENERAL NOTES 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE iiK'4l~elt ENGINEER- OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR$ ANO OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTl Y SUBMITTED Tb THE CITY ENGINEER FOR APPROVAL. 4. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY ANO OTHER APPROPRIATE AGENCIES. 5. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND TITlE SHEET. 6. ACCESS FOR FIRE ANO OTHE:R EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT ANO MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, ANO SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE ANO FEDERAL SAFETY AND HEALTH STANDARDS, LAWS ANO REGULATIONS. 8. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPE OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE ~6~~T~t~i6J~1~EWE o~~~~~G TI~lTiiM cll1~~~~r1sAgJ111~¾~!~E BJo~.E THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 9. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY, ANO THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 10. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO ~~1Nc~TJG E~~1WJ:K~~E A~~~~X~6T~o s~~ll ~~R~kNsia°NAsi:LtR/g~ liY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 11. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED BLASTING PROGRAM ANO BLASTING PERMIT. 12. THE EXISTENCE ANO LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS ANO ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. 13. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVEGROUND ANO UNDERGROUND) WITHIN THE PROJECT SITE SUFFICIENTl Y AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 14. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTION NE'AR THEIR FACILITIES ANO SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT SOG&E PACIFIC BELL TIME WARNER CABLE COX COMMUNICATIONS CITY OF CARLSBAD(STREETS ANO STORM DRAIN) *CITY OF CARLSBAD(SEWER,WATER & RECLAIMED WATER) *LEUCADIA WASTEWATER DISTRICT *AS APPROPRIATE '800 422-4133 619 438-6200 619 489-3441 760 438-7741 760 806-9809 760 434-2980 760 438-3367 ,760 753-0155 15. CONTRACTOR SHALL PREPARE ANO SUBMIT AN ENGINEERING FRAC-OUT CONTAINMENT PLAN TO AVOIO IMPACTS TO VEGETATION. PLAN SHALL INCLUDE REQUIREMENT TO IMMEDIATELY NOTIFY THE BIOLOGICAL MONITOR IN THE EVENT OF A FRAC-OUT. ! ! I : STREET NOTES 1. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER "R" VALUE TESTS HAVE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, ON THE PREPARED BASEMENT SOIL. THE "R" VALUE TESTS AND THE ENGINEERED STRUCTURAL SECTION MUST BE SUBMITTED TO THE ENGINEERING INSPECTOR FOR REVIEW ANO APPROVAL A MINIMUM OF TWO (2) CITY WORKING DAYS BEFORE THE WORK BEGINS. 2. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK SHALL BE REESTABLISHED, PERPETUATED, ANO DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORS ACT. 3. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO THE CITY ENGIN'EtRING INSPECTOR. SEWER NOTES 1. SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS ILATEST EDITION), VOLUME 1-GENERAL DESIGN STANDARDS, CHAPTER 6-D~SIGN CRITERIA F"OR GRAVITY SEWER LINES AND APPURTENANCES, AND VOl,UME 3-STANDARD DRAWINGS ANO NOTES AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION (GREEN BOOK). 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION ANO SHALL ADHERE TO ALL PROVISIONS OF THE STATE CONSTRUCTION SAFETY ORDERS. PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) 215-235-25, 215-581-49, 215-561-28, 215-561-29, 215-561-20, 222-600-03, 222-662-26 SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY AERIAL PHOTOGRAMMETRY METHODS FROM INFORMATION GATHERED ON 5/7 /07 PHOTO GEODETIC CORPORATION. TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. BENCH MARK DESCRIPTION: PT #33 "CLSB-033" (LA GOLONDRINA) AND PT #75 "CLSB-075 "LA COSTA MEADOWS" LOCATION: RECORDED: ELEVATION: PT #33 INTERSECTION OF BASALTO AND ABEDUL 20FT NORTHERLY OF SOUTHERN CURB OF ABEOUL PT #75 MEDIAN LEFT TURN ISLAND OF MELROSE 300FT NORTH OF CARRILLO WAY ROS 17271 PT#33 422.601 PT#75 343.420 DATUM: NAV 29 BASIS OF BEARING BEARINGS AND COORDINATES ARE BASED ON NAO 83 (1991.35 EPOCH) FROM CARLSBAD CONTROL RECORD OF SURVEY 17271 UTILIZING POINTS CLSB-033 ANO CLSB-075 SOILS REPORT REPORT OF GEOTECHNICAL INVESTIGATION THE LA GOLONORINA AND LA COSTA MEADOWS SEWER EXTENSION, BY ALLIED GEOTECHNICAL ENGINEERS, INC. DA TEO NOVEMBER 14, 2007 \ MH BC CCSD CLR CMP DG DIA E EA. EC EXIST G HOD HOPE HORIZ ABBREVIATIONS MAN HOLE BEGIN CURVE CITY OF CARLSBAD STANDARD DRAWING CLEARANCE CORRUGATED METAL PIPE DECOMPOSED GRANITE DIAMETER EASTING OR EAST EACH END CURVE EXISTING GAS HORIZONTAL DIRECTIONAL DRILL HIGH DENSITY POL YETHELENE HORIZONTAL HWL. IE LCM3 LG MIN HIGH WATER LEVEL INVERT ELEVATION LA COSTA MEADOWS 3 LA GOLONDRINA MINIMUM N NORTHING OR NORTH O.C. ON CENTER OD OUTER DIAMETER PVC POLYVINYL CHLORIDf S SOU TH OR SEWER SDRSD SAN DIEGO REGIONAL STANDARD DRAWINGS STA STATION TYP TYPICAL vc VCP VERT w VERTICAL CURVE VITRIFIED CLAY PIPE VERTICAL WEST OR WATER REFERENCE DRAWINGS CITY OF CARLSBAD DRAWING NO. 406-6, 331-1, 211-6, 353-2, 400-8E, 350-6 COUNTY OF SAN DIEGO T.M. NO. 2887-3 LEGEND DESCRIPTION DWG.NO. SYMBOL 0 " QUANTITY INDEX OF SHEETS EXISTING PALM TREE EXISTING TREE OR BRUSH EXISTING STREET LIGHT EXISTING FIRE HYDRANT EXISTING WATER VALVE EXISTING SEWER MANHOLE EXISTING SPOT ELEVATION SURVEY CONTROL TARGET EXISTING CONTOUR EXISTING STORM DRAIN EXISTING GAS LINE EXISTING SEWER PIPELINE EXISTING WATER PIPELINE PROPERTY LINE ==so== SHEET NO. TITLE ---(3--- 1 TITlE SHEET 2 GENERAL NOTES, ABBREVIATIONS, LEGEND AND WORK TO BE DONE --W-- 3 4 5 6 7 8 9 10 11 12 13 LA GOLONDRINA STA 0+00 TO 4+00 LA GOLONDRINA STA 4+00 TO 7+50 LA GOLONDRINA STA 7+50 TO 10+04.93 EL FUERTE ST: STA 1+00 TO 5+00 EL FUERTE ST: STA 5+00 TO 10+00 EL FUERTE ST: STA 10+00 TO 14+00 EL FUERTE ST: STA 14+00 TO 19+82.49 PIPE LAYDOWN AND STAGING AREAS DETAILS LG LIFT STATION DEMOLITION PLAN LCM3 LIFT STATION DEMOLITION PLAN NEW SEWER PIPELINE S-5; GS25 NEW SEWER MANHOLE (PER CITY OF CARLSBAD STD DWGS S-1, S-2, S-3) 0 NEW SEWER CAP ] SEWER LATERAL (PER CITY OF CARLSBAD STD DWG S-7) r----@ CROSS REFERENCING SYSTEM SECTION IS IDENTIFIED AS FOLLOWS: SECTION /A' ----SECTION LETTER --C---''----'------1------; NOT TO SCALE '-X / -----DRAWING ON WHICH SECTION IS SHOWN DETAIL IS IDENTIFIED AS FOLLOWS: ____ ...._ / DETAIL NUMBER _D_E_T_A_IL ___ ----i,---1----1 ~INDICATES THAT DETAIL NOT TO SCALE -/ IS SHOWN ON SAME SHEET ~DRAWING ON WHICH DETAIL IS SHOWN "AS BUil T" 7Z~lr 11--9-,r P.E. ~'l3'j5' EXP rz/:l/11 DATE REVIEWED BY: -.C:.J>:. ~ 'Z./•7/n- lNSPECTOR f7 DX-TE fSHml CITY OF CARLSBAD [sRITfSl 1------+---+---------------+----l--l----+--~ ~ ENGINEERING DEPARTMENT ~ l------+---+---------------+----l--1----+--~ 1----+---+--------------+----l--t----+-----1 IMPROVEMENT PLANS FOR: DUDEK Dudek & Associates, Inc. 60S Third Street Encinitas, CA 92024 760.942.5147 Fax 760.632.0164 LA GOLONDRINA AND EL FUERTE ST. HOD SEWER EXTENSIONS GENERAL NOTES & WORK TO BE DONE Af1,~~WJ,~WILWJM ~~J,)JMMER 1------+---+---------------+----1r--1----+--~ ~ 5!,e. ~/:11 1n 9--/1-t?J l----+---+-..--------------+---!f---1----t---1 DEPUTY CITY ENGINEER PE 28176 EXPIRES J/31/10 DATE 1--~---+-~-+-<-11=--\------------+----l'---1----+--~ DWN BY: __ DATE INITIAL 1--DA-'TE___.__INI_TIA-"--L +-DA_TE__,__IN_ITIA_L~ CHKD BY: __ ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: PROJECT NO. 3951; 5500 DRAWING NO. 459-5 N 0 <.:) N 0 I f- I Ul ~ 0 I ... ... v c- "' ~ C?-,- I ... ... ... "' D <( ~ 0 ~ 0 D C "' w © 0 I e- © C a, Q_ 0:: 0 C ·c: " C 0 0 <.:) 0 __J ... ... ... , u 0 .0 w 1C 0 ~ "' C ·c: © © C O' C w 0 :;;- (l_ ::,; (l_ ,,, 0 ... ,,, N~ "' ~ a, 9. ,l:l. 0 0 ... 01 N W<p ;:,-:;:, 01 I \ 280 260 240 220 AVOID DAMAGE TO EXISTING PRIVATE FENCE DI CALL TOLL FREE 1-800-227-2600 T'NO WORKING DAYS BEFORE YOU DIG Underground Seivice Alert of Southern California ' ' ~X M, #17 --1,&-2 6.91-~---~----+--- ' ' ' 1+00 2+00 PROFILE SCALE: 1 "=20' HORIZ 1"=8' VERT ------------·------------ ' 3+00 280 260 240 220 4+00 DUDEK Oudek & Associates, Inc. 605 Third Street Encinitas, CA 92024 760.942.5147 Fax 760.632.0164 GRAPHIC SCALE 0 20' 40' SCALE: 1" = 20' ;",; " . 5/13/02 RJB /1\ AS-BUILT DAT£ INITIAL ENGINEER Of WORK REVISION DESCRIPTION NOTES: 1. CONTRACTOR SHALL NOT ALLOW THE UNCONTROLLED DRAINAGE OR RUNOFF OF DRILLING MUD (SLURRY OR BENTONITE, ETC.), ALL DRILLING MUD SHALL BE CONTAINED AND CONTROLED SO AS NOT TO CREATE HAZARD, NUISSANCE, OR DAMAGE. 2. CONTRACTOR SHALL DEVELOP AND SUBMIT A DRILLING MUD CONTROL PLAN TO ENGINEER FOR APPROVAL AS TO HOW THE CONTRACTOR WILL CONTAIN AND DRAIN OR PUMP DRILLING SPOILS FOR DISPOSAL OR REUSE. J. COLLECTION, TRANSPORT, AND DISPOSAL OF ALL DRILLING MUD AND SPOILS SHALL BE PROVIDED BY CONTRACTOR WHETHER RETRIEVED AT THE DRILL SIDE, PIPE SIDE, OR LOCATION OF ANY INADVERTENT RETURNS AND SHALL BE COMPLETED IN A MANNER SUBMITTED FOR REVIEW AND AFTER APPROVAL OF THE ENGINEER. DRILLING MUD AND SPOILS SHALL ONLY BE DISPOSED OF IN A LEGAL MANNER COMPLYING WITH LAWS AND REGULATIONS GOVERNING SUCH DISPOSAL. 4, ALL DAMAGED PUBLIC AND PRIVATE IMPROVEMENTS SHALL BE REPLACED IN KIND TO THE SATISFACTION OF THE CITY. 5. INSTALLATION OF THE SEWER SHALL BE BY HORIZONTAL DIRECTIONAL DRILLING METHODS. THE MINIMUM HOD RIG PULLBACK CAPACITY REQUIRED FOR THIS PROJECT IS 23,JOOIJ. SEE TECHNICAL SPEC SECTION 15075. 6. DOWNHOLE WIRELINE MAGNETIC STEERING EQUIPMENT SHALL BE PROVIDED FOR THIS PROJECT WITH THE ABILITY TO TRACK PITCH, ROLL, DEPTH, AND AZIMUTH INFORMATION FOR REAL TIME MONITORING, TRACKING, AND SURVEYING OF THE DRILL HEAD. 7. AN ABOVE GROUND MAGNETIC GRID TRACKING SYSTEM SHALL ALSO BE USED TO VERIFY THE DOWNHOLE SURVEY AT MINIMUM INTERVALS EQUAL TO THE LENGTH OF ONE DRILL STRING SEGMENT. NOTE THAT THE MAGNETIC GRID SHALL BE LAID OUT IN LA GOLONDRINA STREET, THE OPEN-SPACE LOT AND PRIVATE LOTS AND THAT SET BACKS EQUAL TO DEPTH ARE NOT AVAILABLE. 8. CONTRACTOR MAY SUBMIT ALTERNATIVE ENTRY AND EXIT METHOD AND LOCATION FOR REVIEW & APPROVAL BY ENGINEER. 9. ALL UNDERGROUND UTILITIES WITHIN 10 FEET OF THE HDD DRILL PATH SHALL BE POTHOLED AFTER USA ALERT MARK-OUT AND PRIOR TO PILOT HOLE DRILLING. ANY UTILITY CONFLICTS WITH THE PROPOSED DESIGN SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF TI1E ENGINEER. 10. THERE ARE SMALL DIAMETER HIGH PRESSURE GAS LINES IN THE VICINITY OF THE WORK. CONTRACTOR SHALL COORDINATE WITH AND FOLLOW ALL REQUIREMENTS OF SDG&E TO AVOID DAMAGE TO THE GAS LINES. CONTRACTOR SHALL CONTACT THE ENGINEER UPON INDENTIFICATION OF EXISTING OR POTENTIAL FOR EXISTING (POTHOLE) UTILITIES IN CONFLICT PRIOR TO BEGINNING THE CONSTRUCTION PRECESS. 11. CONTRACTOR SHALL SUBMIT AN EQUIPMENT STAGING AND TRAFFIC CONTROL PLAN TO THE CITY OF CARLSBAD FOR REVIEW WITH APPROVAL AND ISSUANCE OF A STREET ENCROACHMENT PERMIT FROM THE CITY OF CARLSBAD PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR SH,\LL COMPLY WITH ALL REQUIREMENTS OF THE APPROVED CITY TRAFFIC CONTROL PLAN AND ENCROACHMENT PERMIT. AT LEAST ONE-HALF OF ALL STREET WIDTHS SHALL BE KEPT OPEN AT ALL TIMES. 12. VERTICAL ALIGNMENT CROSSES UNDER AN EXISTING CREEK. CONTRACTOR SHALL PROPOSE DRILLING PLAN TO MINIMIZE DRILLING FLUID PRESSURE WITHIN JO' OF THE CREEK. SEWER DATA TABLE NO. DELTA/BRG. RADIUS LENGllH REMARKS/MATERIAL 1 N62'16'32"E 34.04 DRILL PATH 2 6~ 19'01'10" 250.00 82.99 DRILL PATH J 6~ 24"27'35" 100.30 42.82 8" FPVC 4 A~ 17'14'23" 250.00 75.22 8" FPVC 5 N26'00'59"E 107, 75 8" FPVC : "AS BUil T" ilvu1~ J/-1-tr P.E. '5~~'15: EXP. /'l•il-1I DATE REVIEWED BY: --7::,;;_:,_ i/07/J-z.. INSPECTOR 7 • DATE , S~ET I CITY OF CARLSBAD L1rJ ENGINEERING DEPARTMENT 3 IMPROVEMENT PLANS FOR: LA GOLONDRINA AND EL FUERTE ST. HDD SEWER EXTENSIONS LA GOLONDRINA STA.1+00.00 TO STA 4+00.00 APPROVED: WILLIAM E. PLUMMER DEPUTY CITY ENGINEER PE 28176 EXPIRES 3/31/10 DATE OWN BY: PROJECT NO. DRAWING NO. DAT£ INITIAL DATE INITIAL CHKD BY: OTHER APPROVAL CITY APPROVAL RVWD BY: 3951; 5500 459-5 -, d, I " <( 0 _J ~ " U) .., 0 -g -.: 0 "' C . C: " " C "' C ~..., 0 ::: u 0 N ..-, 0 OJ Nl-u-,0 RT CALL TOLL FREE 1 ·800-227-2600 TWO WORKING DAYS BEFORE YOU DIG ' ! ' " ' ' 340 . · 320 300 280 260 - j -- . .J. ' -· . '" _., __ ---__ , __ ,, __ ..(._ ---------·--- ! 81 FPVC ----~------,-) ·-·----·-------•---·--· ----------r----- i i I ' . "" ( _____ ! ____ ------·-1 I I I I ' - - -----1 I " ---______ I_, __ , __ _,_ ' ' ' ' ----------I __ ---j- ; l t I ·· ······ ·· ·· · 1 · · · ·-··· ··· -· · + r · · I 1---+----r--+--+--+--+--I i,1/ ; i I E SIi G ..... GADE _, ( .. ·-·· ~ -· /1( . J_ . -' i o- ~.,,, I : F : ! ! □, ! .. , I ' ' / : 1 I.E. 25.78 --r-·· ·· ·-·-----·-___ .. _,,....... /(__ -... ;-: ---+---1---+---•--------.. ---··1 r· ________ .. J. -T·---· ---·i ------·------·· · 1 ·: 1----+l-~-+--+-I-/+--+-! -+--+--+--l---+--+---+--+! -+--+----+--+--+---+---1---;--,----,---;----i--,----i--1---,---t----;---+-l I / i I .I I ' ' .. . ........ ''"' ..... •.•·-··· . ....... . ...... _ ... ,., .. . ---------l --_,,, .... / f-·-··-·-, -"" , --,. ' ' / ! / : i >(,~c --+---+--~--~.-. ___ J . . ·_ _ .... .. · -_ . r·:_l. ' ' I I ' 1- .. TOP. OF PIPE , I ' 8 ,-,,( ----' ---+-i •-----· 1-I 1- 8 r-t--r--, 111~11:1-r:----t7--c--1111 -r-, --r--~~~ ~ I ' ... I I INVE T OR' PIP ~ ··:·+-·~i-··-f---t--··_··+-··_-_, ! -·, ____ :~!_0? ELE~: i~ • ;-·-· · ·--, ~ . i --~TA, o+a.fn~l2•2. • ; t~0~!},0~ 2~5.52 I t·· - - - - ' -----·--t-------- ' ' _______ ,I"'" """ " '""!' ., ' I I • ' ' - - - - -----------,- .., 1 1 1 1 1" :a· ~~ T .. r ·--····+---+---+---' ~~rrAL .. ·-~·--! · --·-.. .. , .. .. · 1 ~1--~'--+--: ~--+----+-f---+---r-r-+--b~=-t~-:---+:--r--t--t--t---;:t:==1=::;:==J::===11=+==:1:::=~=i=~,-i----~1--~1 c( , i , RTICAL f-\DD P~OFILf:: AP~ROXlt,4ATE.. FROM :::! ··-·-··· ··· ···--·· ·•t·····-·•· ~TA~5+40,ELEV:-28J.10 .~oNmACTQRRECORD;>.ANi?-INC~UDE 'A5~ fO 10 • MA~GIN ;oF E~ROR i BASf;D 0~ DEPpi i ·-· -, ----,------. ___ )_, I I ____ , ________ I_-----------5+00 __ ,. ' -___ _l __________ l., -------_I _______ ---· ,-----·- 6+00 7+00 ___ _) ' . --------- PLAN SCALE: 1 "=-20' DUDEK 360 340 0 0 • 0 I() rt I() c( I-320 1-W (l)W I ::c w(I) Zw :::::J w ::c (/) ~ c( :::! 300 280 SEWER DATA TABLE NO. DELTA/BRG. RADIUS LENGlli REMARKS/MATERIAL 1 N26'00'59"E 226.66 8" FPVC 2 4~ 35'20'01" 200.00 123.34 8" FPVC GRAPHIC SCALE 0 20' 40• SCALE: 1" = 20' "AS BUil T" tZk\T\k= ~1/-~1-~II _ P.E. 51<5e,5: EXP. 12-3/,fl DATE REVIEWED BY: · ~ /;. '-'1-Z/u1/1 ,_ INSPECTOR if DATE I SH4EET I CITY OF CARLSBAD I SHEETS I 1---t--+----------------t---t-----t---t----i ENGINEERING DEPARTMENT 1 J 1----t--+----------------t---i----t---i----i IMPROVEMENT PLANS FOR: 1----+--+-----------t---t-----t---t----i LA GOLONDRINA AND EL FUERTE ST. HDD SEWER EXTENSIONS LA GOLONDRINA STA. 4+00.00 TO STA 7+50.00 APPROVED: WILLIAM E. PLUMMER a -a 0 "' C Cl. 0 0 :;, g Q_ "i: + -0 ,., :s mo "' '--' ~+ '--:-;;;-;-;ci-=;:;-h.--;-;:;--;:;,;~-----------t---J----t---J---~~D~EP~U~TY~Cl=TY=E=N=Gl=NE=E~R::::::::'PE:::::=28~17~6~EX~P~IR~ES~J=J=1~10~~DA~IT~~ ~8 Dudek & Associates, Inc. , • r-o 5 13 02 RJB AS-BUILT DWN BY: ___ PROJECT NO. DRAWING NO. Ni 605 Third Street Encinitas, CA 92024 OA TE INlllAL DA TE INlllAL DA TE INlllAL CHKD BY 1 l-U--nd~e~r=g~ro:u:n:d:S:e:N:ic:e_N_e~rt----------------------------------------------------------~:::!~::: ____ n_0 _. 94 _ 2_.s_14 _,_F_u_,_ 60 _· 6 _ 3 _ 2 · 0 _,_M_~£EN~Gl~NE~E~R;~;;WOR;;!K;;;;;;;;;;;;;;;;;;;;;;R;E;~;S;IO~N~D;E;S;C;R;IP;TI;O;N;;;;;;;;;;;;;;;;;;;;;;;;~O;lli;ffi;,;~;P;RO;V;AL~;C;ITY;;~;P;RO;V;AL~;R;VWD;;;B;Y;;~~~~~;;;;;;3;9;5;1;:;;5;5;0;0;;;;;;;;4;5;9;;;;5;,;;~~~ of Southern Callfornia tD (/) I i l---+-4~;5~+. -----!---------··l---·1----1-----t--+--' ----------~ -20 ;JJ~-----'-.. , .. 360 340 CONSTRUCT a• FPVC SEWER PROPOSED DRILL PATH GRAPHIC SCALE 0 20' 40• f t I SCALE: 1" = 20' • FOR PIPE CONNECTION TO MH, SEE DETAIL ) 7 11 .....-.-, +-----+--+---1 I 360 ' OU =J24.27 10+00 PLAN SCALE: 1"=20' /J4!.7 I I X w I ,/~ f I I , li ' I I ' I ; 1/ 341.6 I I / . X / / /. ! I ; i J .J / /! ;" / I I APN: 215-561-19 ,, a·• ''f+ ... ''i--3' ....., Vci i:c: . ~ '/ v\-'\ .., \Iv xv . "·----. " 'o·• -. • ,, Ac ... !, ,., A "'<:'. 's f"' -,~~ DUDEK Dudek & Associates, Inc. 605 Third Street Encinitas, CA 92024 760.942.5147 Fax 760.6)2.0164 5/13/02 RJB DATE INITIAL ENGINEER OF WORK NO. 1 2 NOTES: 1. THE GROUND EXIT POINT AT STA 8+90 IS BASED ON AN EXIT ANGLE OF 8.6 DEGREES FROM HORIZONTAL. 2. THE CONTRACTOR SHALL EXTEND THE OPEN TRENCH INSTALLATION OF SEWER SEGMENT AS NEEDED UNTIL THE HOD INSTALLED PIPE INVERT ELEVATION MATCHES THE DESIGN PROFILE HEREON. J. WORK SHALL BE CONTAINED WITHIN THE DESIGNATED STAGING AREAS SHOWN ON SHEET 10 OF THESE PLANS. THE AREA AVAILABLE IS LIMITED BY STREET RIGHT OF WAY LIMITS AND A REQUIREMENT TO KEEP AT LEAST ONE-HALF OF THE STREET OPEN AT ALL TIMES. MAINTENANCE OF HOMEOWNER ACCESS TO ALL DRIVEWAYS SHALL BE MAINTAINED TO THE SATISFACTION OF THE CITY. 4. ALL DAMAGED EXISTING PUBLIC AND PRIVATE IMPROVEMENTS SHALL BE REPLACED IN KIND TO THE SATISFACTION OF THE CITY. 5. PIPE STRING SHALL BE LAID OUT ALONG THE SOUTHERLY SIDE OF LA GOLONDRINA STREET. THE PIPE STRING SHALL BE SUPPORTED OFF THE GROUND ON ROLLERS OR ON SOME OTHER NON-ABRASIVE SURFACE SUCH AS SAND BAGS. PIPE GOUGES OR SCRAPES EXCEEDING 0.1 INCHES IN DEPTH IN THE PIPE SHALL BE SUBJECT TO REMOVAL FROM THE PIPE STRING AT NO ADDITIONAL EXPENSE TO THE OWNER. 6. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL PLANS TO THE CITY FOR REVIEW ANO APPROVAL AND ISSUANCE OF AN ENCROACHMENT PERMIT FOR LA GOLONDRINA STREET. CONSTRUCTION PARKING ALONG THE EDGE OF LA GOLONDRINA STREET WILL ONLY BE ALLOWED TO THE EXTENT ALLOWED BY THE APPROVED ENCROACHMENT PERMIT. 7. OPEN CUT SEWER PIPELINE CONSTRUCTION SHALL COMPLY WITH CITY OF CARLSBAD STD DWG GS-25 ON S-5 ANO REFERENCED SPECIFICATIONS WITHIN THOSE DRAWINGS. DI RT CALL TOLL FREE 1-800-227-2600 SEWER DATA TABLE TWO WORKING DAYS BEFORE YOU DELTA/BRG. RADIUS LENGTH REMARKS/MATERIAL A= 1 "1"0"1' A. "I" .200.00 45.59 8" FPVC A= J2'51'J8" J65.00 209.J4 8" PVC SDRJ5 I S~ET I DIG Underground Service Alert of Southern California "AS BUil T" j/4,.b-% //-'1:::1 I P.E. 5'\~~ EXP. I '2-~ -II DATE REVIEWED BY: ~?~7 INSPECTOR ~ ~ • .,/J,... DATE CITY OF CARLSBAD w ENGINEERING DEPARTMENT 3 IMPROVEMENT PLANS FOR: LA GOLONDRINA AND EL FUERTE ST. HOD SEWER EXTENSIONS LA GOLINDRINA STA 7+50.00 TO STA 10+04.93 APPROVED: WILLIAM E. PLUMMER DEPUTY CITY ENGINEER PE 28176 EXPIRES 3/31/10 DATE /1\ AS-BUILT OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: 3951; 5500 459-5 ~ ¾ " "' 0 <( (.) 0 ~ 0 0 C 0, ·;;; " 0 I '° V C v 0. a: 0 C ·c u C 0 0 Cl .3 " " " "' 0, C L " " C 0, C w Q. DIG RT CALL TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG Underground Service Alert of Southern California 240 I -~ ,,______ -------~ - I I 'i"'i'' •--I-a••"~'•••-••-~,_,, ___ ,_,,-•,-a"''"""-' i 240 230 220 r ~ " . -~ . . f . .. 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RADIUS LENGll-1 REMARKS/MA TERI AL S22'32'17"E 150.00 8" PVC SDR35 S22'37' 40"E 200.00 a• PVC SDR35 S22'46'30"E 50.00 8" PVC SDR35 "AS BUil T" 11-9-H DATE REVIEWED BY: -/,._;4c~~ y.-,1- INSPECTOR ; DA TE I SH6EET I CITY OF CARLSBAD fsREIBl 1---1----+-----------------+---+----+---+-----1 ENGINEERING DEPARTMENT L_!U 1----+----l-------------------l----t----11-----11------1 DUDEK Dudek & Associates, Inc. 605 Third Street Encinitas, CA 92024 760.942.5147 Fax 760.632.0164 OA TE INITIAL ENGINEER Of WORK OA TE INITIAL DA TE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: LA GOLONDRINA AND EL FUERTE ST. HOD SEWER EXTENSIONS EL FUERTE ST: STA.1+00.00 TO STA 5+00.00 ~P),.~~. W~IAo/~LIMMER 9--//•(29 DEPUTY CITY ENGINEER PE 28176 EXPIRES J/31/10 DATE Dv.N BY: CHKD BY: __ _ RVWO BY: PROJECT NO. 3951; 5500 DRAWING NO. 459-5 w <D 0 u <D 0 I f-:r: 1/) I .,. ... ... U) D <( t?-0 ~ 0 D C "" V> " D I ~ " C ai .9- 0.. 0 C ·c -0 C 0 0 (_') 0 _J " .,. 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RADIUS LENGTii REMARKS/MA TERI AL S22'46'30"E 73.35 8" PVC SDR35 1000.00 226.65 8" PVC SDR35 A= 6'46'49" 1000.00 118.34 8" PVC SDR35 S42"32'29"E 81.66 8" PVC SDR35 "AS BUil T" tZ~~k= DATE INSPECTOR DATE l------+--+---------~+----+--+--+-----II SH7EETI CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT ~ ~====-======================:'.-'===! IMPROVEMENT PLANS FOR: CALL TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG Underground Service Alert of Southern California DUDEK Dudek & Associates, Inc, 605 Third Street Encinitas, CA 92024 760.942.5147 Fax 760.632.0 I 64 LA GOLONORINA ANO EL FUERTE ST. HOO SEWER EXTENSIONS ,. EL FUERTE ST: STA 5+00.00 TO 10+00.00 A~~D: WILLl~E; JLUMMER l----t--+---------------+---l----+---1----1 ~TY~1?EN~&7~~~XPIRES J/J1/109·({;f9 /1\ DATE INITIAL DATE INITIAL ENGINEER Of WORK REVISION DESCRIPTION Oll-lER APPROVAL OWN BY: DATE INITIAL CHKO BY: __ _ CITY APPROVAL RVWD BY: PROJECT NO. 3951; 5500 DRAWING NO. 459-5 GJ ,.... 0 u ,.... 0 ,I_ I V) C 0, "' "' 0 I ~ "' C © Q. ii: 0 C ~ u C 0 0 0 Q. 1 i 290 10+00 1111 PLAN SCALE: 1 "=20' GRAPHIC SCALE 0 20' 40' i;l ~5.-1~~~~1 SCALE: 1" =-20' 13+00 270 260 250 220 NOTES: 1. CONTRACTOR SHALL NOT ALLOW THE UNCONTROLLED DRAINAGE OR RUNOFF OF DRILLING MUD (SLURRY OR BENTONITE, ETC.). ALL DRILLING MUD SHALL BE CONTAINED AND CONTROLED SO AS NOT TO CREA TE HAZARD, NUISSANCE, OR DAMAGE. 2. CONTRACTOR SHALL DEVELOP AND SUBMIT A DRILLING MUD CONTROL PLAN TO ENGINEER FOR APPROVAL AS TO HOW THE CONTRACTOR WILL CONTAIN AND DRAIN OR PUMP DRILLING SPOILS FOR DISPOSAL OR REUSE. 3. COLLECTION, TRANSPORT, AND DISPOSAL OF ALL DRILLING MUD AND SPOILS SHALL BE PROVIDED BY CONTRACTOR WHETHER RETRIEVED AT THE DRILL SIDE, PIPE SIDE, OR LOCATION OF ANY INADVERTENT RETURNS AND SHALL BE COMPLETED IN A MANNER SUBMITTED FOR REVIEW AND AFTER APPROVAL OF THE ENGINEER. DRILLING MUD AND SPOILS SHALL ONLY BE DISPOSED OF IN A LEGAL MANNER COM PL YING WITH LAWS AND REGULATIONS GOVERNING SUCH DISPOSAL. 4. PIPE STRING SHALL BE LAID OUT ALONG THE NORTHERLY SIDE OF EL FUERTE STREET. THE PIPE STRING SHALL BE SUPPORTED OFF THE GROUND ON ROLLERS OR ON SOME OTHER NON-ABRASIVE SURFACE SUCH AS SAND BAGS. PIPE GOUGES OR SCRAPES EXCEEDING 0.1 INCHES IN DEPTH IN THE PIPE SHALL BE SUBJECT TO REMOVAL FROM THE PIPE STRING AT NO ADDITIONAL EXPENSE TO THE OWNER. 5. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL PLANS TO THE CITY FOR REVIEW AND APPROVAL AND ISSUANCE OF AN ENCROACHMENT PERMIT FOR EL FUERTE STREET. CONSTRUCTION PARKING ALONG THE EDGE OF EL FUERTE STREET WILL ONLY BE ALLOWED TO THE EXTENT ALLOWED BY THE APPROVED ENCROACHMENT PERMIT. 6. ALL DAMAGED PUBLIC AND PRIVATE IMPROVEMENTS SHALL BE REPLACED IN KIND TO THE SATISFACTION OF THE CITY. 7. INSTALLATION OF THE 10.75-IN OUTSIDE DIAMETER DR9.0 GRAY COLOR HDPE SEWER SHALL BE BY HORIZONTAL DIRECTIONAL DRILLING METHODS. THE MINIMUM HDD RIG PULLBACK CAPACITY REQUIRED FOR THIS PROJECT IS 17,000 LBS. 8. DOWNHOLE MAGNETIC STEERING EQUIPMENT SHALL BE PROVIDED FOR THIS PROJECT WITH THE ABILITY TO TRACK PITCH, ROLL, DEPTH, AND AZIMUTH INFORMATION FOR REAL TIME MONITORING, TRACKING, AND SURVEYING OF THE DRILL HEAD. 9. AN ABOVE GROUND MAGNETIC GRID TRACKING SYSTEM WIRELINE SHALL ALSO BE USED TO VERIFY THE OOWNHOLE SURVEY AT MINIMUM INTERVALS EQUAL TO THE LENGTH OF ONE DRILL STRING SEGMENT. NOTE THAT THE MAGNETIC GRID SHALL BE LAID OUT IN OPEN AREA SPACE ANO THAT SET BACKS EQUAL TO DEPTH ARE NOT AVAILABLE. 10. THE PIPE ENTRANCE/ EXIT POINT AT STA 20+00 IS BASED ON AN ANGLE OF 13.5 DEGREES FROM HORIZONTAL. 11. CONTRACTOR MAY SUBMIT ALTERNATIVE ENTRY ANO EXIT METHOD ANO LOCATION FOR REVIEW &: APPROVAL BY ENGINEER. 12. THE CONTRACTOR SHALL EXTEND THE OPEN TRENCH INSTALLATION OF SEWER 14+00 SEGMENT AS NEEDED UNTIL THE HOD INSTALLED PIPE INVERT ELEVATION MATCHES THE DESIGN PROFILE HEREON. DUDEK Dudek & Associates, Inc, 605 Third Street Encinitas, CA 92024 760.942.5147 Fax 760.632.0164 Dii~ RT CALL TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG 13. OPEN TRENCH INSTALLED HOPE PIPE MAY BE CUT TO FIT FOR CONNECTION WITH ELECTRO FUSION COUPLINGS PER SPEC. 14. WORK SHALL BE CONTAINED WITHIN THE CROSS-HATCHED STAGING AREAS SHOWN ON SHEET 10 OF THESE PLANS. THE AREA AVAILABLE IS LIMITED BY STREET RIGHT OF WAY LIMITS AND A REQUIREMENT TO KEEP AT LEAST ONE-HALF OF THE STREET OPEN AT ALL TIMES. MAINTENANCE OF HOMEOWNER ACCESS TO ALL DRIVEWAYS SHALL BE MAINTAINED TO THE SATISFACTION OF THE CITY. 15. ALL UNDERGROUND UTILITIES WITHIN 10 FEET OF THE HOD DRILL PATH SHALL BE POTHOLED AFTER USA ALERT MARK-OUT AND PRIOR TO PILOT HOLE DRILLING. ANY UTILITY CONFLICTS WITH THE PROPOSED DESIGN SHALL IMMEOIA TEL Y BE BROUGHT TO 'THE ATTENTION OF THE ENGINEER. 16. ALL DAMAGED EXISTING PUBLIC AND PRIVATE IMPROVEMENTS SHALL BE REPLACED IN KIND TO THE SATISFACTION OF THE CITY. 17. CONTRACTOR SHALL SUBMIT AN EQUIPMENT STAGING ANO TRAFFIC CONTROL PLAN TO THE CITY OF CARLSBAD FOR REVIEW WITH APPROVAL ANO ISSUANCE OF A STREET ENCROACHMENT PERMIT FROM THE CITY OF CARLSBAD PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE APPROVED CITY TRAFFIC CONTROL PLAN AND ENCROACHMENT PERMIT. AT LEAST ONE-HAUF OF ALL STREET WIDTHS SHALL BE KEPT OPEN AT ALL TIMES. 18. OPEN CUT SEWER PIPELINE CONSTRUCTION SHALL COMPLY WITH CITY OF CARLSBAD STD DWG GS-25 ON S-5 AND REFERENCED SPECIFICATIONS WITHIN THOSE DRAWINGS. SEWER DATA TABLE "AS BUil T" NO. OELTA/BRG. RADIUS LENGTH REMARKS/MATERIAL 1 S42'32'29"E 156.87 8" PVC SDR35 2 N42'32'29"W 177.30 8" PVC SDR35 J S61 '52' 45"W 65.83 8" PVC SDR35 ]2<A .:oJ----I P.E. 5%55" EXP. 17,-::'il ·:II //-4--t( DATE REVIEWED BY: ?":'; &.""' Z/1,7//L- INSPECTOR ' o). TE l---+--+---------------+---l-----+---1----1 w cr~xlNgrNG ~~~~N~Ao w l-----+---+--------------+-___..j>-----1------+------I IMPROVEMENT PLANS FOR: LA GOLONDRINA AND EL FUERTE ST. HOD SEWER EXTENSIONS EL FUERTE ST: STA.10+00.00 TO STA 14+00.00 APPRQVEp: WIY,!..AM~PWMMER ,t/,-/L ., 'L//4 9-l/•4?- l-----+---+---,,--------------+-___..j>-----1------+------I DEPUTY CITY ENGINEER PE 28176 EXPIRES J/Jl/10 DATE /1\ I---D~A=TE-+l=N1=11A~L-+'-'.,_------------t-----+----l---~>--------cl DWN BY: --PROJECT NO. DRAWING NO. REVISION DESCRIPTION ,__□A_TE~_IN_lll_AL--+-_DA_TE~~IN_lll_AL_, CRHVWOKD BBYY:, --3951·, 5500 459-5 ENGINEER OF WORK OlliER APPROVAL CITY APPROVAL w OJ 0 u OJ 0 I f- I U1 -0 I .,. .,. st I~ c,, ~ 1:'.;- I .,. .,. st LI) 0 .,. e 0 ~ 0 0 C c,, ~ Q.> 0 I I~ Q.> C ,; ,Q. Q_ 0 C ·c u C 0 0 ('.) 0 _J st .,. st C u 0 _Q U) .:: 0 1'::- 0, .s L "' Q.> C c,, C w 0 l'::O Q_ ::, Q_ OJ - LI) 0 LI) .. ~ -0:, O> 0 G) 0 0 er, :Ci ~ "' ~ ~ L "' Wcg ~ ro u_ I (JJ ------ ------"""""'· ------------· , ..... - 13. 5' i 8' PY 1'9+82 49 ------· .. ----------------·-·i------r-····-·~ --··-····-· ··-·-··--·--···--···-···--·· ~----··---1-··---··-------··"·· --------------------------------· -------------·· -,.""'"""""""'""R'----.<ir.- 310 -~--+--+---+---H GONS ,UCT 5· D ,A t---+-+--t+--+---t---l------lf---+--+---+--+---+-+--+--l---l--+--l---+--+--+-·-·---+---+--+---+--+--t---+---l--+--+--+-+--+--+---+--+-------lf---+--+----+----+--+--+--+--+--+--i-19;r6'r.' 7--, -----, Ii PE t"Cr s,v::-;;;--:=::t"-~ 350 =:= ...... -:-:~= _:·_··_· f------j-····_· :=+-·-~-._:-=_-=_-,· _····_ =----+--·----·--+-·-·_·-----· -t--·-_··_··+· ··_···_-_·:::_ ~-._--~-~--··_··=...._-_-_-··_··:~~~I--_··~--.. :,-.... -_-_--+ .. ~--: =--~---~~--· ---_ ··.~ .. ---~--~---=--· .. ~~,. ~--··-----.-----·=-;= ~~ --~ -= ~ : ·.. a';fi :~~h~(~f:: ~ ~;-~_ -~~]i;~1™'1( ~ f. 300 ----· ---,-.. ............. .... ---- -· · ·-· -· · · -.... .... -;,;, , · , -t.~! · 336. 5--· · t .. -"'"' · · I 1 .,,. ----;~:;;:;;;::..-+ .... -..:::-;_=i ... f'-'--.::..:::i=-=..:.+ ...... · -r-~--r------, ..•. ·. ··-··· ... -_ . -. .. --= .... = - - ' : ::. . . . .. -~/1~--.1~ ~ -~ -_.._ " + TA' )9+6 -.·. }K -~(14 "'~ /1 '~~; -;,I;-f C ... ~1------~ -~ :=----------+---+-== --• . --... ·--. .. -, --~ , ----s A, 1:::..:1 28• •;_ --__. t ~ -= -= ~ .. =~ti-;-J,/ t :• ;) . ~ =·[ ': EV,R~,-==~ 330 340 290 00 :l: ····-··-0---·---....... - -·--~=: . --. ... .. .......... . ... -.. --XISTI'G ..... ~.--_ ----+------+---·····-··-· ,.... .... .. .. . _______ ;____ == =·=\ ------=:. :·_ --· -~= .. : -&~X~~ f~ -=-~ --=~; :~=-r-:-.:"· .... : ::_-:: : .,,_ro ~ _::J~ :: . :~I .•.. ~ ... -· : :: :: : ---,__: 280 i ~ -,~+ ....... ···~·-· ·.·.·.·· ...........•••.. ··--j------t----t---~/\Qr:-:-\ . ----' :...----"--""'"'."-... . +-=---+...:....:....=t-=-=~=.:..:--,=....:..:.-=i-=--,. \ ,,~"h ~ ---' . . . .. 1\.,,. .__.,,. ~·.. .E. 3)9.4:l ... )(),"1•~ .. -· .. :a.. -~ w -+-----+--t-----ir--- 320 ,-...--,-...--t·---· .. -----·-+-------·- l!j Z .t;:i --!i, -· - -, ------ · -~ -------.. : TA: ~7+19 95 E EV: ,264.1!3 . . .... .. .. ........ ..... . ....... . 3' 0.98 270 (/) ~--!' sii--\HOD RE;;iivi-,o Pl ------t---+-· --•r________ r----· -+--------... STA: 17+ 0.09 ELEI 26 •. 12 ' ·-·-·\ . -..... -------+-----,~~ -,-----r-.. 1--· . ·--·I------+----+---+-·---.. ... -~ 310 · ·4-~~~F~~l-"'----+--... , r ------- ,------,.--. -,.._.,, __ -,-...--t------------1--------\·+--~---;-------------------.-----------· ·······-+··---- 2.1~5% ' 1.8,7% ........ . ... . ........... · . ..... ............... . ..... . +--· --t--r----t--+--t--·--t--i-----it------i---+---,-----+--+--~ 300 ' -~.. ,f;•A: , -···-····· ······_··:-:--·-:·--:·:: -·:----,. I ---·-·-------·+---+----------------------... ----------+----!---· ---------------·----+---+·--------------------·--------------------... -----·'=•i==t==i==i==t=:::-::t=::::t=:-:-r=:-:t::-:---------------··-----· ----:· --- 250 Z' r.•-2~t. 0--" I• . -;<5~6, . ,__...... I -r·-,---1---+--+---+--+---+---,· ··-· ·----,-----,----,....--290 --~--+------··--·--t------iUT=-57·4 ··-· -·--~----t--··-···-----··t--~t-·-----·---· ... ··-----·-·----·--·-··-· ··-•-l---l--•-·l-----+-.PROf LE-. --~--~-................ t----+-·-------······ ··--··-· --·---· -· .. ··-·-,""-~ ... "-.. ST/< 18-Jt60.E~EY: ;291.6-5 -·· ·-····-··· r·. - 14+00 DIG RT CALL TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG NO, 1 2 J 4 5 16+00 SEWER DA TA TABLE DELTA/BRO. RADIUS LENGTI-1 REMARKS_MATERIAL PLAN S61"52'45"W 28.81 8• PVC SOR35 SCALE: 1 "=-20' S89'07'38"W 406.54 8" FPVC A=9'51'15" 600.00 103.19 8• FPVC S78'58'02"W 30.18 8• FPVC S51'45'27"E 13. 76 8" PVC SOR35 "AS BUILT" GRAPHIC SCALE 0 20' 40' J24A0~,C P.E. '5"'1;:f,5' EXP. [l.--:)1:::(I DATE = 20' ~~· SCALE: 1" REVIEWED BY: _-,--.. ✓ '/~/• ~'1/JZ.. INSPECTOR , DA TE ~----+--+----------------+---+----------+---+---! I SH9EET I CITY OF CARLSBAD fSHillsl a ~ ENGINEERING DEPARTMENT L...!U V NOTE: l------t----;1-----------------+-----t--+----+---t ~IM==P:::R:=O:::VE~M:::E::N:::T=P==LAN==S==F=OR=,======::::'....'::===: 11. o 1. SEE NOTES ON SHEET 8 FOR CONSTRUCTION INFORMATION. LA GOLONDRINA AND EL FUERTE ST. 0 HDD SEWER EXTENSIONS :. -;; 2. EXISTING LA COSTA MEADOWS 3 LIFT STATION ANO INFLUENT PIPE FROM CHORLITO ST. IS PENDING EL FUERTE ST.· STA.14+00.00 TO STA 19+78.66 ~ ~ OWNERSHIP TRANSFER FROM LJ;:UCAOIA WASTEWATER DISTRICT TO lliE CITY OF CARLSBAD. ~~ESSio -~ !l"'"a>--'-J ~"'"' D u D E K APPROVED: WILLIAM E. PLUMMER ;g w 3. CONTRACTOR TO FIELD VERIFY OEPTI-t OF EXISTING 24" RCP STORM DRAIN PRIOR TO "'~, ,. '"en CONSTRUCTION. , ... ., • Dudek & Associate,, Inc. 1---~--t--,--,--1-,r---------------+------11----+-----+------1 DEPUTY CITY ENGINEER PE 28176 EXPIRES 3/31/10 DATE Ei 8 ..,,. 5/13/02 RJB /1'1 AS-BUILT 12/lt/o"I 605 Third Street Encinitas, CA 92024 DWN BY: ---PROJECT NO. DRAWING NO. N en U d d S ' Al rt DA TE INITIAL DA TE INITIAL DA TE INITIAL 10:::,-o L-n-e.r0:~:~:~th:ne:rn~c:;:1i:;':~:~~e-e _____ 4,. . ..::~:~:i~:R•A•C•T•O•R-T•O•R•E•M•O•VE-•EX•l•S•T•F•E•N•C•E•A•N•D-R•E•P•L•AC•E-Wl_n-t_a_o_LF_O_F_N.EW-6•'•S•E•C•U•R•ITY-•F•EN•C•E-IN _________________ ,:0:ci·:v c'~:'-'-":"~---•7•6o•.9•4•2.s•1•47•F•ax•7•6o •. 6•3•2.0•1•6◄ __ ,;E;;;Nc;;;iN;;;EE;;;R;;;OF;;;;;WQR;;;;;K;;;;;;;;;;;;;;;;;;R;;;EVl;;;;;S;;;IO;;;N;;;;;D;;;ES;;;C;;;R;;;IP;;;TI;;;;;O;;;N;;;;;;;;;;;;;;;;;0;TH;ER;AP;;;;PR;ov;A;;L ;;;;c;;iTY~AP~P;;;Ro;v;AL;;;~H;v~;D;;i~;;i~i;-~;;;3;9;5;1;;;;5;5;0;0;;;;;4;5;9;;;5;;!,J1~~ illl i . DRILL RIG LOCATION DURING PILOT HOLE, REAMING, ANO PULL-BACK ·. OPERATIONS NOTES: 1. CONTRACTOR SHALL OBTAIN ENCROACHMENT PERMIT ANO TRAFFIC CONTROL PLAN APPROVAL FROM THE CITY OF CARLSBAD BASED ON THE CONTRACTORS WORK PLAN. DI RT 2. ALL DRIVEWAYS ON LA GOLONDRINA SHALL BE KEPT OPEN AT ALL TIMES DURING HOO OPERATION, EXCEPT FOR A BRIEF SHUT DOWN, NOT IN EXCESS OF SIX HOURS, DURING PIPE PULLBACK, IF CITY APPROVED ALTERNATIVE EMERGENCY ACCESS IS MAINTAINED. CENTERLINE OF LA GOLON0RINA ST MAY BE UTILITZE0 FOR LAYOOWN AREA WITH PRIOR APPROVAL OF PROTECTION MEASURES. CALL TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG Underground Service Alert of Southern California 3. CONTRACTOR SHALL KEEP A MINIMUM OF ONE-HALF WIDTH OF ALL ROADS OPEN AT ALL TIMES, IF IN ACCORDANCE WITH A CONTRACTOR OBTAINED AND CITY APPROVED TRAFFIC CONTROL PLAN. 4. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL RESIDENTIAL DRIVEWAYS WITH IMMEDIATE PASSAGE TO ANY HOMEOWNER REQUESTING ENTRY OR EXIT. 5. CONTRACTOR SHALL RESTORE ANY DAMAGED PRIVATE OR PUBLIC IMPROVEMENTS TO ORIGINAL CONDITION TO THE FULL SATISFACTION OF THE CITY. 6. THE CONTRACTOR AND INSPECTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY HEAVE, SUBSIDENCE, OR INADVERTENT RETURNS OF DRILLING MUD ON THE PROJECT. THE CONTRACTOR SHALL IMMEDIATELY CHANGE CONSTRUCTION METHODS TO PREVENT CONTINUING HEAVE, SUBSIDENCE, OR INADVERTENT RETURNS FROM OCCURRING. CORRECTION METHODS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL BEFORE THE CONTRACTOR MAY AGAIN PROCEED. . ' \. •,,· ' \' .• \ '. < . . ' \ •,.,,.~ ··:_,_ :_> ,\,,~~ '•;, :,_;;;,,, . i' ',, i"'•' 1tli '··· ,:_'"'' -,~, ·., ,, t ,,,,:-. ,,,,_ ' . -:: \. '•\'~\'\ '\ \'\. ,,, . ':\t ' ' ~~ ,. " ,;-;, ' ,,,, ' ' ''~ -~~ \ .~,,' ~ ·. ·"t4b·' ,j' ·· .• , ).WI' _1~~~} ~ . . -·::/:'. • .. ,,, ... ,. r . ' iJ .,,/;!' ' " GRAPHIC SCALE ? 160 I SCALE: 1' = 80' DUDEK Dudek & Associates, Inc. 605 Third Street Encinitas, CA 92024 760.942.5147 Fax 760.632.0164 OATE '·, INITIAL ENGINEER OF WORK /1\ '•. , ... _, ,_ z_,.1--- . ' ' ~···.,, .I '_ J :{,i 0 -1 • '_ .:f :f . ' '.,,, ,l"''ji~-.: ~:,.; ' "-,,,.,._,"" ·,,, -~ ~ ,,·'"; ;,. '~ ",, ' \' ~\----.q_l] . ,,. .. ,:t'"' -~- -2 ¼ '·,,·, .· ... · .· .. ·J••,. ,·;f;.:,~' J ·,·.··••· i " ' .· .· "AS BUil T" ~0)¼y: //·'1-:11 P.E. r;tr-;y,"5" EXP. /'Z.-~-11 DATE REVIEWED BY: --/....:~. 7 ~0'7/;- INSPECTOR dATE ~ CITY OF CARLSBAD ~ 0 ENGINEERING DEPARTMENT 3 IMPROVEMENT PLANS FOR: LA GOLONDRINA AND EL FUERTE ST. HOD SEWER EXTENSIONS PIPE LAYD0WN AND STAGING AREAS APPROVED: WILLIAM Ec.PL~MMER /J.?.. -, J ~ ,,,,,_ , , /~ ~//· l'J'}. DEPUTY CITY ENGINEER PE 28176 EXPIRES J/31 /10 DATE OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: REVISION DESCRIPTION 011-IER APPROVAL CITY APPROVAL RVWD BY: 3951; 5500 459-5 0 G 0 ~ I f--:r: VJ ~ 0 I st st " "' 0, ~ " I " " " "' 0 -< u 0 ~ 0 0 C 0, ·;;; w 0 I "' w C • 0. Q 0 C ·c " C 0 0 "' 0 _, " .. " "' " 0 .D w ,: 0 u 0, C ·c w © C 0, C w 0 ~ Q ::,; Q N " " 0 0 "' f~ CY> 0 0 N =~ ~ N w 'P [X) <II CONNECT TO EX MH #18 USING HDPE WALL FLANGE SEE DTL 6, THIS SHEET UPON COMPLETION AND ACTIVATION OF NEW OUTLET, FILL EXISTING PIPELINE WITH SAND AND INSTALL CONCRETE PLUG --=---3 =,~£=':~ -"'-EXIST ~----IE IN=228.49 8" PVC NEW 1 o" HOPE FOR PROFILE SEE SHEET 3 NEW 8" PVC FOR PROFILE SEE SHEET 5 !/1 /1/ /LEXIST 8" PVC SEWER /4/ TO SEWER LIFT STATION n~,------UPON COMPLETION AND --:::;;,.-:J!t~ ACTIVATION OF NEW IE OUT=324.17 IE IN=324.37± -4r7f:_~ EXIST 8" /j PVC SEWER '\. 11' ;j 11/ w OUTLET, FILL EXISTING PIPELINE WITH SAND AND INSTALL CONCRETE PLUG NEW 5' DIA MANHOLE NEW MANHOLE TO BE CONSTRUCTED AROUND EXISTING PIPE AND PIPE SECTION REMOVED FOR ACTIVATION ! I MANHOLE #18 CONNECTION DETAIL 1 MANHOLE #2 CONNECTION DETAIL 2 NOT TO SCALE 3 12" CLR TYP3" 6" 3" • N NOT TO SCALE #4 REBAR HOOPS AROUND DOWELS (TYPOF 2) 1 O" HOPE BASE CAST-IN-PLACE BASE ---------. 12" r.--- 1.. ·: .... : . . . I · •... · .. 4 . I • . .. .• , •• C • , . . . . _____ __L • N ~ 5 MANHOLE ANCHOR RING PER INDEPENDENT PIPE PRODUCTS it fi r---EXIST I 8" PVC / IE OUT=176.01 NEW 8" PVC FOR PROFILE SEE SHEET 6 DROP CONNECTION PIPE, SEE CITY STD DWG S-2 CONNECT TO EX MH #23 DROP CONNECTION PIPE, SEE CITY STD DWG S-2 NEW 5' DIA MANHOLE IE OUT=332.69 NEW 1 O" HDPE FOR PROFILE SEE SHEET 9 UPON COMPLETION AND ACTIVATION OF NEW OUTLET, FILL EXISTING PIPELINE WITH SAND AND INSTALL CONCRETE PLUG 1fi 11 I_ EXIST 8" PVC I SEWER (CARLSBAD) IE IN=336.95 IE IN=332.89 11 , NEW 8" PVC SEWER TO LWD I I I /i!"--Ex1sT 8" vcP TO LWD l ~ SEWER LIFT STATION r;J I NEW 5' DIA MANHOLE IE OUT=320.20 NEW 1 O" HDPE FOR PROFILE SEE SHEET 5 MANHOLE #23 CONNECTION DETAIL 3 MANHOLE CONNECTION DETAIL 4 MANHOLE#1 CONNECTION DETAIL NOT TO SCALE 6 NEW 8" PVC FOR PROFILE SEE SHEET 13 NOT TO SCALE NEW MANHOLE TO BE CONSTRUCTED AROUND EXISTING PIPE AND PIPE SECTION REMOVED FOR ACTIVATION EXIST 8" -~~T 336:.9 _ __L_ PVC SEWER EXIST 8-:;--T~3 ~~~~~--=:Ew 5• ~IA 3 PVC SEWER _J MANHOLE UPON COMPLETION AND ACTIVATION OF NEW OUTLET, FILL EXISTING PIPELINE WITH SAND AND INSTALL CONCRETE PLUG - 9 EXISTING BRICK AND CONCRETE LINED MANHOLE TO BE ABANDONED. CUT AND PLUG ABANDONED SEWER LINE AND INSTALL CONCRETE PLUG. FILL PIPE WITH SAND. (TYP) NOT TO SCALE REPLACE 4" OF AC AND 4" OF A.B. MIN. OR MATCH EXISTING . ·. ,• · .. '. . . -· .. . .. SAWCUT AND REMOVE THE TOP 18 INCHES OF EXISTING MANHOLE (TYP) :, .. ' ; . . -. . ,,._ .. -; · .... :. . . ' . . . . . . ·· . . . .., .. •, ·: . , ..... : . . . . . -, ' . . . .. . ' . " BACK FILL ENTIRE MANHOLE WITH SAND 1' BELOW RIM IE IN=320.40 NEW 8" PVC FOR PROFILE SEE SHEET 5 5 5 ! I PIPE SIZE PER PLAN • OR APPROVED EQUAL ! NEW HIGH STRENGTH NON-SHRINK GROUT EPOXY-../ IN PLACE #4 REBAR DOWELS (TYP OF 6) 9" IS) HDPE WALL FLANGE 560-C-3250 CONCRETE COLLAR HOPE WALL FLANGE CONNECTION ----EXISTING MANHOLE DETAIL 6 NOT TO SCALE VAR I I HOPE MANHOLE CONNECTION (NEW MANHOLE) DETAIL NOT TO SCALE MANHOLE CONNECTION DETAIL 8 NOT TO SCALE 13 DUDEK Dudek & Associates, Inc. 605 Third Street Encinitas, CA 9202◄ 760.942.51 ◄7 Fax 760.632.016◄ l MANHOLE ABANDONMENT DETAIL NOT TO SCALE 9 3 "AS BUil T" Z~AAD,jr 11-'r-il P.E, 9'):'3'j', EXP. /1--:Jcil DATE REVIEWED BY: ~-r.. ..... .., 1/t17/J1- INSPECTOR ' if,. TE ~ CITY OF CARLSBAD I SHEETS I 1-----+------+--------------+--1----1----+----< L_l!j ENGINEERING DEPARTMENT 13 1-----+---+---------------t---1---1----+---I ;:::IM=:P:::R=:OVE~ME:::N:::T=P:::LAN==:S=F:::O:::R:=· ======-=====: LA GOLONDRINA AND EL FUERTE ST. HOD SEWER EXTENSIONS DETAILS APPR01:%~~LLIA~::UMMER l-----+------+--------------+--1----1----+----< ,ad--!~ c -~-•IA> 9-l/-t'A DEPUTY CITY ENGINEER PE 28176 EXPIRES 3 31 10 DA ITT J-----+---+-.,.----------------+---J---t----+---1 1---,=-+-,-c=c-4-L....__-------------+--c-,---f-----.-,---l-c-c=----l-,--=-c---l DWN BY: __ DATE INITIAL 1--DA_TE_.,__INI_TIA_L-t-D_ATE~_IN_ITI_AL-I CHKD BY: __ ENGINEER OF WORK REVISION DESCRIPTION O11-l[R APPROVAL CITY APPROVAL RVWO BY: PROJECT NO. 3951; 5500 DRAWING NO. 459-5 ~ ~ 0 ~ ~ I f- I <J) ~ 0 I " "' "' cf) "' • -0 I " " " cf) 0 <1' 0 0 ~ 0 0 C "' -~ w 0 I co w C ID Q_ ii 0 C ·c: u C 0 0 Cl 0 __J " ..,. ..,. cf) u 0 _Q w L 0 0 O' C ·c: w © C O' C w 0 ~ 0.. :, I' 0.. ~ 0 n .... ~ co cf) .... G) .. ~ 9..,:., a, 0 .... U1 0 w <D N I n U1 ro EV. 333.0 ¼~ ~. H'-,L,,<tA-1 = tO ' I, ., ' : •.. . . ~:· . :,;· •.;'.: t~. WIL,ON & A;soCIATE,, >NSULTING EN<)INEERj .I > :-~ ,· ... ' ;, .. '' .. I ,e• I . . . ., -~MANHOLt $//ALL 8/l 0111./!tfLY ASCVl /JUIJIJUA ~ fl ·-~ I ,.;·:·.. :·;;. .... ANCH/Jk J'/Af. TO Wlf WEit WALL (1$/N/1 $ll/ 1)/l{Lt/N/JA!/C;fl(.',.,, / ANO A ST/IAP $/JPPOII · Oil Oflielf [Q/V/tlNr .S~6ft:M 1J'(!AtVAN!Z(O srett PIP/! A$TM A /2~ W//11 8iit!MA$T/C COAi/Nii 3(://l!Wl'/J l'lfrtN~, 4'QIAMl!(R CLASS /Sf) l:MT (!ION J'IPI ii 5 ii 11• 6 w-- '---'-. 6XHAU$T AIA oucr 014. ENTRANCE 1\JBE MUST BE CONTINUOUS!. Y WELDED TO PUMP AT MA TING Fl.ANGES PROVIDED ON 11-!E ENTRANCE 1\JBI!: AND LIFT STA l)ON. AFTER WELDING, SEAM SHALL BE CORROSION PROTECTED BY COATING wrrn EPOXY SUPPLIED BY LIFT STATION MANUF' ACl\JRER. l ' . ,-....._ LAl)Ollf . . . CONT..n.• "'-"-' f'~OVl()I! A JA(l:f Ct!MIJ If J'ANll FAU P/tl!V6Nf!ON $YtflM ON lAOOlfl % o ,i; r WsrtlL "'"' (/)(JP{. /NrJ Af Pl/MP ~rAt1aN SlOPiNrJ 8LtXI< .,..,,. t tO LIFT STATION & WET WELL SECTION SCALE: 3/4"=1'-0" 8U88L(lf P(/Jf;l/,¥6 f't• BOSmN Plllf«TliJN jl)d 1/0S/l M (l}(JAL j ' ..--COl'Pl'lf 16.4{) {IS1P/IOV/(/l{) WlfHAIICWS) 0 0 0 0 0 LEGEND REMOVE AND SALVAGE EXISTING LIFT STATION COVER AND APPURTENANCES. REMOVE AND SALVAGE EXISTING PUMPS, VALVES, PIPING AND APPURTENANCES. REMOVE AND DISPOSE OF EXISTING STEEL PUMP SKID AND APPURTENANCES. REMOVE AND SALVAGE ALL EXISTING ABOVE GROUND AND UNDERGROUND ELECTRICAL BOXES, CONDUITS, PEDESTAL, POLE AND APPURTENANCES. CONTRACTOR SHALL PLUG TI-IE EXISTING FORCE MAIN Willi A MINIMUM 2-FEET LENGTI-1 OF CONCRETE INSIDE TI-IE PIPE WHERE IT IS CUT OFF AT THE DEMOLISHED LIFT STATION AND AT TI-IE POINT OF DISCHARGE IN A MANHOLE LOCATED IN CAYENNE LANE AS PER CITY OF CARLSBAD DWG NO 211-6 & 182-3. OWNER TO PROVIDE EXACT LOCATION IN FIELD DURING CONSTRUCTION. PART PLAN AT LIFT STATION & WET WELL 0 0 0 PLUG REMAINING SEWER INLET WITI-1 A MINIMUM 2-FEET LENGlli OF CONCRETE INSIDE TI-IE PIPE. SCALE: 3/4"=1'-0" Ot./fllMIOll'/61? = Pl Pt it/JIJS PROV/CEO w,r.·,,..c..c-..,, Pl/MP srAl!O.V REMOVE AND DISPOSE TOP 36 INCHES OF LIFT STATION AND WET WELL. REMAINING SUB-STRUCTURE BELOW REMOVED PORTION SHALL BE BACKFILLED Willi SAND OR NATIVE EARlli COMPACTED TO 90%. 0 CONTRACTOR TO CORE (2) 6" HOLES INTO BASE OF EXISTING STRUCTURES FOR DRAINAGE. NOTES: 1. CONTRACTOR SHALL NOTIFY SDG&E FOR POWER SHUTDOWN AND REMOVAL OF SDG&E FACILITIES FROM SITE. 2. CONTRACTOR SHALL NOTIFY TELEPHONE COMPANY FOR POWER SHUTDOWN AND REMOVAL OF TELEPHONE FACILITIES FROM SITE. 3. SEE PLAN VIEW LAYOUT OF EXISTING LIFT STATION AND ADJACENT AREA ON SHEET 5. 4. ACCESS TI-IE LIFT STATION FROM LA GOLONDRINA STREET TI-IROUGH A NARROW SEWER ACCESS EASEMENT. CONTRACTOR SHALL USE CAUTION WHEN ACCESSING TI-IE LIFT STATION WITH DEMOLITION EQUIPMENT. ANY DAMAGE CAUSED TO PRIVATE PROPERTY BY TI-IE CONTRACTOR SHALL BE REPLACED IN KIND BY TI-IE CONTRACTOR. PART PLAN AT LIFT STATION INTERIOR SCALE: 3/4"=1' -o• DUDEK Dudek & Associate,, Inc. 605 Third Street Encinita,, CA 92024 760.942.5147 Fax 760.632.0164 "AS BUil T" ~ 0-ak-tl-'\-11 EXP. IZ...J',/-11 DATE REVIEWED BY: ___ ... - -✓-~ ,,.-.. INSPECTOR fSHml CITY OF CARLSBAD fsREIBl l---+--1----------------+----lf---+---i--~ ;::L!U=2=~==EN=G=IN=E=ER=IN=G=DE=P=A=R=TM=E=N=T =::::::'..'::L_!U==J=: l---+--1----------------+----lf---+---i--~ IMPROVEMENT PLANS FOR: LA GOLONDRINA AND EL FUERTE ST. HOD SEWER EXTENSIONS LG LIFT STATION DEMOLITION PLAN APPRQVED~ WILl,l.~ .. £.,fLUMMER - 1----+--1-----------------1-----1'---.i---+---1 ~.,<(,., ~ ~ •• ,;;.-:L--9 II-&9 l----+--1-.----------------1-----1------+---I DEPUTY CITY ENGINEERPE28176 EXPIRES 3 31 10 DATE l-==c-+-==~~L--------------+-.,....,--l--+---+--1 DWN BY: __ _ DAT£ INITIAL I--DA_TE_c..lN_ITI_A_L+-D_A_TE__,__IN_ITI_AL-1 CHKD BY: __ ENGINEER OF WORK REVISION DESCRIPTION 011iER APPROVAL CITY APPROVAL RVWD BY: PROJECT NO. 3951; 5500 DRAWING NO. 459-5 N \ 0 N ~ I f..- I (/1 0 I ... " " cl) O' • " ~ I ... " " "' 0 <( u 0 -0 0 C "' ·~ V 0 I "' V .~ w ,Q-a.. 0 C ·c " C 0 0 CJ 0 __J " ... " cl) " 0 "' m .: 0 u "' C ·c V V .~ "' C w ~ 0 ~ a.. ::> 0.. ... C ,,, ~ ::E .:, NG) N N 9, ,I::,, en ~ (JI 0 0 w <p N ' (JI " ', OC) DI RT CALL TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG Underground Service Alert of Southern Cal~omia ' -+---·---" t···----I i - l -' ' ' """:""""" 360 350 340 PART PLAN AT I_IFT STATION & WET WELL PART PLAN AT LIFT STATION INTERIOR 330 SCALE: 3/4"=1'-0" ,-··:~.--, -,~.-. ...-----.ff :ljf:'/113 Ill (If . 1 1...._ __ .,_~_Jfu_.... ~-;._,:;;II'.(._ i1t;r~,:f' ! r· ·':' r, :>r ,-r~(J1!TtTrr:, IL---+--~------~9-Jr I 1 r.""nc-1'----..--+-, ' . I ~-~---------+---,-,.C-c.1', -",;,-y-~.-·-.::r.:..~.~ -. . .. - \ _... -" 4'-0\r:lf/----------_l, I ' Min '] _..,.>:VA. J ~c~ , < .-: • ! .I l '' , . I r I I ' ' I • ,• . •, LIFT STATION & WET WELL SECTION SCALE: 3/4"=1'-0" TRANCE TUBE /6~-ir-' SCALE: 3/4"=1 '-0" • rr _:-:.::::· -~-"~L..::.:____:-::::· ::.:··::_--=· =-=-=-==== -'11"" ' . ' 2 . . '' -·- ---· -· -_. ............... ,_,_. .. I "',' -. r, '- ( . ., q_, , I LEGEND 0 REMOVE AND SALVAGE EXISTING LIFT STATION COVER AND APPURTENANCES. 0 REMOVE AND SALVAGE EXISTING PUMPS, VALVES, PIPING AND APPURTENANCES • 0 REMOVE AND DISPOSE OF EXISTING STEEL PUMP SKID AND APPURTENANCES. 0 REMOVE AND SALVAGE ALL EXISTING ABOVE GROUND AND UNDERGROUND ELECTRICAL BOXES, CONDUITS, PEDESTAL, POLE AND APPURTENANCES. 0 CONTRACTOR SHALL PLUG THE EXISTING FORCE MAIN 'MTH A MINIMUM 2-FEET LENGTH OF CONCRETE INSIDE THE PIPE WHERE IT IS CUT OFF AT THE DEMOLISHED LIFT STATION AND AT THE POINT OF DISCHARGE IN A MANHOLE LOCATED IN CAYENNE LANE AS PER CITY OF CARLSBAD DWG NO 211-6 & 182-3. OWNER TO PROVIDE EXACT LOCATION IN FIELD DURING CONSTRUCTION. 0 PLUG REMAINING SEWER INLET 'MTH A MINIMUM 2-FEET LENGTH OF CONCRETE INSIDE THE PIPE. 0 REMOVE AND DISPOSE TOP 36 INCHES OF LIFT STATION AND WET WELL. 0 REMAINING SUB-STRUCTURE BELOW REMOVED PORTION SHALL BE BACKFILLED 'MTH SAND OR NATIVE EARTH COMPACTED 90%. 0 CONTRACTOR TO CORE 6" HOLES INTO BASE OF EXISTING STRUCTURES FOR DRAINAGE. @SALVAGED PUMPS AND MOTORS SHALL REMAIN PROPERTY OF LWD. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL, DISPOSAL OR SALVAGE OF ALL OTHER MATERIALS AND EQUIPMENT. NOTES: 1. CONTRACTOR SHALL COORDINATE 'MTH LEUCADIA WASTEWATER DISTRICT TO NOTIFY SDG&E FOR POWER SHUTDOWN AND REMOVAL OF SDG&E FACILITIES FROM SITE. 2. CONTRACTOR SHALL COORDINATE 'MTH LEUCADIA WASTEWATER DISTRICT TO NOTIFY TELEPHONE COMPANY FOR POWER SHUTDOWN AND REMOVAL OF TELEPHONE FACILITIES FROM SITE. 3. EXISTING LA COSTA MEADOWS 3 LIFT STATION AND INFLUENT PIPE FROM CHORLITO ST. IS PENDING OWNERSHIP TRANSFER FROM LEUCADIA WASTEWATER DISTRICT TO THE CITY OF CARLSBAD. j-- 320 -~-,,,,___ ... ------., ,. ---: - -+-----------··- 19+00 SEWER DATA TABLE 310 NO. DELTA/BRG. RADIUS LENGlli REMARKS/MA TERI AL (I) S51 '45'27"E 13.76 8" PVC SDR35 GRAPHIC SCALE 0 20· 40• l ~;; I I SCALE: 1" = 20' CONTRACTOR TO REMOVE EXIST FENCE AND REPLACE 'MTH 80 LF OF NEW 6' SECURITY FENCE IN KIND PLAN SCALE: 1 "=20' 49 RIGHT OF ENTRY AGREEMENT PART OF CONTRACT DOCS H #10 ,...-..._ EE _DETAIL "AS BUil T" Zbuk 1~~-J( P.F 9'\7115'. EXP. /"Z•N--11 DATE REVIEWED BY: -✓-:r-.7 INSPECTOR fsi=im7 CITY OF CARLSBAD I SHEETS I t----+---+---------------t----;--t-----+----i ~ ENGINEERING DEPARTMENT 1 J t----+---+--------------+----;--t-----+----i DUDEK Dudek & Associates. Inc. 605 Third Street Encinitas, CA 92024 760.942.5147 Fax 760.632.0 I 64 IMPROVEMENT PLANS FOR: 1----+----+-----------+--t-----+---+---i LA GOLONDRINA AND EL FUERTE ST. HOD SEWER EXTENSIONS LCM3 LIFT STATION DEMOLITION PLAN AND EL FUERTE ST: STA. 19+67.77 TO STA 19+78.66 APPROVED: WILLI~ _FLUMMER 1------+---+---------------+----1---1----+----1 . ,,-~ .... < ~&.._,,,_ .'l-ll~IJ9 t-----t---+--,,---------------t----;--t-----+----i DEPUTY CITY ENGINEER PE 28176 EXPIRES 3 31 10 DATE 1----,~c+=-c-+,..._,_------------,.+~-,----j----,,-,,---i--=--c==--+,-,-=-c,---I DWN BY: --PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY ENGINEER OF WORK RfVISION DESCRIPTION 1--0-TH-ER-A~PP_R_ov-AL-+--c-iTY-A~P-PR-oV-AL--1 RVWO B/--3951; 5500 459-5 ,,., 0 "' ~ I f-I V) ~ 0 I ... ... ... " c,, ~ 10 ~ I ... ... ... " 0 <{ u 0 -0 0 C .S" "" " 0 I "' " C " ,Q- Q__ 0 C ·c 10 C 0 0 C) 0 _j ... ... -;j- <f) lO 0 _Q "' ,: 0 0 c,, C ·c " " C c,, C w -0 Q__ ::. Q__ 0 -" 0 " f~ .. ~ "' 0 0 =~ c, "' w 'P OCl <II