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HomeMy WebLinkAboutDWG 468-1; 6032; CARLSBAD BL RIP RAP REPAIRS; 01-04CDP 10-06' SUP !0·01 CITY OF CARLSBAD CARLSBAD VICINITY MAP CITY OF OCEANSIDE 78 G> 0 ~ ~I_TY OF VISTA ,~,-""RO'!!JA J,-__,,---~ ol<~-'" I<~ I~ :~o CITY OF SAN MARCOS PROJECT LOCATION_.,,- LAS ENCINAS CREEK BRIDGE --- RIP RAP REPAIR AREA-~ PACIFIC OCEAN PACIFIC OCEAN CITY OF ENCINITAS PROJECT LOCATION MAP BLVD -RIP RAP REPAIRS PROJECT NO. 6032 1200 CARLSBAD VILLAGE DRIVE, CARLSBAD, CA 92008 MAYOR: CLAUDE A. LEWIS MAYOR PRO TEM: ANN J. KULCHIN COUNCIL MEMBER: MA TT HALL COUNCIL MEMBER: MARK PACKARD COUNCIL MEMBER: KEITH BLACKBURN I RcV/ScD COP e, SUP Ni/Mt3c!? CALL TOLL FREE 1-800-422-4133 100% COMPLETE "AS BUil T" REVIEWED BY: TWO WORKING DA VS BEFORE YOU DIG /'"}.._ ~ (")1"1 I • /. c ~--· • 'l1'li! m 174wt> INSPECTOR I DATE fsHml CITY OF CARLSBAD I SHEETS I t----+---+--------------+----+--+----1----1 ~ ENGINEERING DEPARTMENT 4 t----+---+--------------+----+----+-----l----1 r-------,r-----------------t-----l--1--------------ll--+--+----+-----I MPROVEMENTPLANSFOR: __ J~CK _L. __ ABCARI Nolte Associates No. 4D459 15070 Avenue of Science, Suite 1 00 it Exp,. D.3/31/11 * San Diego, California 92128 Tel 85 3 5. 00, Fax 858.385.0400 ~ ta!i. . 'lhtn EGISTERED CIVIL ENGINEE;R ~ ~ CARLSBAD BL VD-RIP RAP REPAIRS TITLE SHEET t----+----+--------------+----+----+-----l----1 APPROVED WILLIAM £. PLUMMER -----;-----------------+--+----l----l l::-M~~~'4-~_.~;,~a:>:=:f--2~~~,,~~c1;·'-,':~~=--· ::--;::c-,.-;;-04-01--11 1----+---+--------------+----+--+----1----1 DEPUTY CITY ENGINEER PE28176 EXPIRES J 31 19. DATE 1--,D~ATE=--l~IN=rn~AL-+--------------+---+---+---II----I OWN BY: --'-"-- 1--DA_TE~_INI_TIA_L-+-D_ATE_~IN_lll_A--IL CHKD BY: ,ILA ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: PROJECT NO. 6032 I DRAV,,NG NO. . 468-1 042910 Vl 0 ::r ~ i G) ,-,. I-"' ~ 0 O'\ -+, 00 ~· I-"' GENERAL NOTES 1. THIS PlAN SUPERSEDES ALL OTHER PLANS PREVIOU LY APPROVED BY THE CITY OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON . IS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR W)~ ANY PORTION OF THE CARLSBAD MUNICIPAL CODE,. RESOLUTION OF CQNOITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDlnONAL DOCUMENTS UST/¥) HEREON AS mEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN fffSPONSIBLE CHARGE: SHALL REVISE THESE PlANS WHEN NON-CONFORMANCE IS Dl5FOVERED. J. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE! CONTRACTOR OR ENGINEER- OF-WORK FROM RESPONSIBILITY FOR THE CORflECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION.f LL PLAN REVISIONS SHALL BE PROMPn. Y SUBMITTED TO THE CITY ENGINEER FOR PPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINE[ WILL 8£ REQUIRED FOR ANY WORK IN mt=: PUBLIC RIGHT OF WAY. PRIOR 1TO PERMIT ISSUANC£, A CERTIFICATE OF INSURANCE MUST BE FILED NAMINf mt=: CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON mE PERMITTEE'S POL CY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENC£ OF LIABILITY. mt=: INSURANCE COMPANY WRITING THf POLICY MUST HAVE A R TING OF 'A-" OR B~TTER AND A SIZE CATEGORY OF CLASS V OR BETTER AS tfSTABLISHED BY "BESTS KEY RA TING GU/D£. 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMIT HA VE BEEN OBTAINED FROM mt=: CITY AND OTHER APPROPRIATE AGENC/£S. 6. REVISION OF THESE PLANS MAY 8£ RE U/RED IF THE PROPOSED IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO m DEADLINE DA TE OF THE IMPROVEMENT AGREEMENT. 7. NO REVISIONS WILL BE MADE TO THESE PLANS WI HOUT mt=: WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON TH£ APPROPRIATE SHEET OF TH£ PLANS AND Tl TL£ SHEET. 8. ORIGINAL ORA WINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE Cl TY ENGINEER. 9. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEP ANGE OF TH£ WORK BY THE CITY. 10. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLE SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCT/ N. 11. WHERE TRENCHES ARE WlmlN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK S EETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSJONA ENGINEER OF THE STA TE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN Tlf: FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL 8£ SUBMl~D TO THE CITY ENGINEERING INSPECTOR WlmlN TWO WORKING DAYS OF COMPL TION OF FIELD TESTS. THE WRITTEN FIELD COMPACTION REPORT(S) SHALL 8 IMMEDIATELY SUBMITTED TD mE CITY ENGINEERING INSPECTOR UPON COMPLETION 'OF THE FIEW TESTS. 12. ALL INSPECTION REQUESTS OTHER THAN FOR PREOONSTRUCTION MEETING WILL BE MADE BY CALLING TH£ ENGINEER/NG 24-HOUR INSPECTION REQUEST LINE AT g-6oi 438-3891. INSPECTION REQUESTS MUST BE/ RECEIVED PRIOR TO 2:00 P.M. N E'. DAY BEFORE" THE /NSPFCTION IS NITDffi, INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHER I I SE. REQUESTS MADE AFTER 2: 00 P.M. 141LL BE SCHEDULED FOR TWO FULL WORK A YS lA TER. IJ. THE OWNER AND/OR APPLICANT THROUGH THE DEV LOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SO/ELY RESPONSIBLE FO CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARD , LAWS AND REGULATIONS. 14. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR t:ONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPE OR O'(';ER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCA VAT/ON OF SUCH TRENCH OR TRENCHES OR ~UR/NG THE PIP£ /NSTALLA TION THEREIN. THIS PLAN MUST BE PREPARED FOR A TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY E GINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS £STAR! ISHFO RY THE CONSTRIJCDO~ SAEFTY ORQ[RS, 1111 E B CALIFORNIA ADMINISTRATIVE CODE, mE PLAN ,SHALL BE PREPARED BY A REGISTERED ENGINEER AT mE CONTRACTORS EXPCNSE. A COPY OF mE OSHA EXCAVATION PERMIT MUST BE SUBMITTED 1' mE INSPECTOR PRIOR TO EXCAVA TIO/I. 15. IF ANY ARCHA[OLOGICAL RESOURCES ARE DISCOV£R D WITHIN ANY WORK ZONE DURING CONSTRUCTION, OP£RAVON$ Wll L $SE IMMEDIATTy; AND THE PERMITTEE WILL NOTIFY TH£ CITY ENGINEER. OTRA TIONS f\!LL NOT RESTART UNTIL THE PERM/TT££ HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 16. EXCEPT FOR SHEET PILE INSTALLATION, NIGHT WORK rLL BE ALLOWED UNDER THIS EMERGENCY REPAIR CONTRACT. 17. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKINGf DAYS PRIOR TO BEGINNING OF WORK. TH£ CONTRACTOR SHALL 8£ RESPONSIBLE FOi ANY DEBRIS OR DAMAGE OCCURRING Al ONG THE HAUi ROLJ,; OR ADJACENT $TRfETS AS A RE~ULT r~ mE GRADING OPERATION. I 18. NO BLASTING SHALL BE COMMENCED WITHOUT r CITY ENGINEER APPROVED BLASTING PROGRAM AND BlASTING PERMIT. 19. THE EXISTENCE AND LOCATION OF UTILITY STRUfTURES AND FACILITIES SHOWN ON THE CONSTRUCTION PLANS WERE OBTAINED BY{ SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLED TO THE OSSIBLE EXISTENC£ OF OTHER UTILITY FACILITIES OR STRUCTURES NOT SHOW OR IN A LOCATION DIFFERENT FROM mA T SHOWN ON mE PLANS. THE CONTRAC~ R IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UT/LI ES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES OR STRUCTURES NO SHOWN. 20. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES ( ABOVEGROUND AND UNDERGROUND ) WITHIN TH PROJECT SITE SUFFICIENll. Y AHEAD OF THE CONSTRUCT/ON TO PERMIT THE R VISIONS OF THE CONSTRUCT/ON PLANS IF IT IS FOUND THAT THE ACTUAL LOC TIONS ARE IN CONfllCT f\!TH THE PROPOSED WORK. 21. THE CONTRACTOR SHALL NOTIFY AFFECTED UT/LI Y COMPANIES (SEE BELOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO STAR NG CONSTRUCTION NEAR mEIR FACILITIES AND SHALL COORDINATE WORK WITH A C MPANY REPRESENTA T/VE. UNDERGROUND SERVICE ALERT SDG&E PACIFIC BELL TIME WARNER CABLE COX COMMUN/CATIONS CITY OF CARLSBAD(STREETS AND STORM DRAIN) "CITY OF CARLSBAD{SEWER, WATER & RECLAIMED W TER) 'SAN DIEGUI TO WATER DISTRICT *LEUCADIA WASTEWA T[R DISTRICT 'VALLECITOS WATER DISTRICT "OUVENHAIN WATER DISTRICT "BUENA SAN/ TA TION DISTRICT • AS APPROPRIATE (800!422-41JJ (800 660-7343 {800 892-0123 [760 438-7741 (760 806-9809 ~ 760 434-2980 760 43B-2722 760 633-2650 760. 753-0155 (760 744-0460 (760, 753-6466 (760 726-1340 !l . .fT.4ti/#6dl'" Ct7#5TA'?'Cl7l?,1/ E0U//';Jft"tYT $//At. iJCCt/li' M@/# r//E CITYS /{/G/ITtJFWl7Y .4/IO tMI TIie f'))Ve/J $Ul',4CE, #C:JCt7Al5TR~CJ70N 1/1/;Tali'I,//£ {)~ E0(/IP/I/ENT 5!!.4lL. ae srORCOIJIV &e /JE,1C/t'. STREET NOTES 1. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK SHALL BE REESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORS ACT. 2. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL 8£ PROVIDED TO THE CITY ENGINEERING INSPECTOR. SIGNING AND STRIPING NOTES 1. EXISTING SIGNS REMOVED BY THE CONTRACTOR SHALL BE DELIVERED BY THE CONTRACTOR TO THE CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK A VENUE. REFERENCE DRAWINGS AS-BUILT DRAf\!NG TITLED: CITY OF CARLSBAD LAS fNCINAS CREEK BRIDGE REPLACEMENT BRIDGE NO. 57C-0214L (OLD) BRIDGE NO. 57C-0790L (NEW) PROJECT NO. 3919 DRAWING APPROVED OCTOBER 20, 2009 BASIS OF BEARINGS THE BASIS OF BEARING FOR THIS SURVEY IS RECORD OF SURVEY NO. 17271 POINT NUMBERS 137 AND 142, I.E. S 35"41'29" E. SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY FIELD DATA COLLECTION METHODS GATHERED ON JANUARY 12, 2009, FEBRUARY 24, 2010 AND MARCH OJ, 2010 BY NOL TE ASSOC/A TES, INC. BENCH MARK DESCRIPTION: POINT 137 PER RECORD OF SURVEY NO. 17271 BEING A 2.5 INCH ALUMINUM CAP IN A STANDARD WELL MONUMENT STAMPED "LS 5215 CLS8 137. • ELEVATION: 60. 70 NGVD29 LOCATION; FROM THf INTERSECTION OF CANNON ROAD ANO CARLSBAD BOULEVARD GO SOUTH ON CARLSBAD BOULEVARD 0.5 Ml. TO SPLIT IN ROAD. TAKE RIGHT SPLIT, GO 600 FT. TO A BULB TURN AROUND AND TliE POINT OF THE LEFT. POINT IS LOCATED IN THE CENTER ISLAND OF BULB TURN AROUND, 20 FT. WESTERLY OF DRAINAGE INLET BOX. ~ . INDEX OF SHEETS 1. TITLE SHEET 2. GENERAL NOTES & LEGEND J. RIP RAP REPAIRS 4. ROADWAY PROFILE-RIP RAP REPAIRS ABBREVIATIONS A/C ASPHALT CONCRETE BB BEGIN BRIDGE ff. CENTER LINE EB £ND BRIDGE a ELEVATION EX EXISTING FF FILTER FABRIC MAX MAXIMUM MIN MINIMUM NTS NOT TO SCALE SBnd SOUTHBOUND SDRSD SAN DIEGO REGIONAL STANDARD DRAWINGS TYP TYPICAL PLAN SYMBOLS STANDARD PLAN SHEET NO. DETAIL NO. (j0---sECTION l IDENTIFICATION INDEX TO STANDARD PLANS THE FOLLOWING STATE OF CALIFORNIA DEPARTMENT OF IBANSPORTATION STANDARD PLANS DATED MAY 2006 ARE A PART OF THESE CONTRACT DRAWINGS . . . . . • WORK TO BE DONE THE IMPROVEMENT WORK SHALL 8£ PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD ENGINEERING STANDARDS J. mis SET OF PLANS 4. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 5. SOILS REPORT AND R[COMMENDA TIONS BY GEOLOGIC ASSOC/A TES DA TEO AIIG/15[ 2009 6. THE SAN DIEGO ARfA REGIONAL STANDARD ORA WINGS AND AS MAY BE MODIFIED BY THE Cl TY OF CARLSBAD STANDARDS. 7. CITY OF CARLSBAD EMERGENCY COASTAL DEVELOPMENT PERMIT CONDITIONS DATED MARCH 17 2010 8. CALIFORNIA STORM WAJER QUALITY ASSOCIATION BMP CONSTRUCTION HANDBOOK AND CALTRANS CONSTRUCTION SITE BMP MANUAL. 9. STA TE OF CALIFORNIA DEPAR7M[NT OF TRANSPORTATION STANDARD SPECIF/CA T/ONS, DA TED MAY 2006 10. STA TE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLANS, DA TED MAY 2006 11. THE GENERAL PROVISIONS, SUPPLEMENTAL PROVISIONS, AND TECHNICAL SPECIFICATIONS FOR LAS ENCINAS CR££K BRIDGE REPLACEMENT PROJECT CONTRACT NO. 3919, INCLUDING THE REQUIRED TIME OF COMPLETION BY MAY 28, 2010 AND THE ASSOCIATED L/OU/DAJED DAMAGES CLAUSE. LEGEND DESCRIPTION DWG. NO. ROCK SLOPE PROTECTION (2-TON AND 4-TON) ROCK SLOPE PROTECTION (1/4-TON) BA CK/NG NO. 2 SYMBOL Ddf )g ~ 1·.·.·.·. · · · · ·. ··:1 ~ CDP 1D-OG Sl)P 10·0/ 5 ··-t------t--------------- SHEET PILES (BY CONffiACTOR) RSP FlllER FABRIC TYPE B ) . ~ & Sl::C1\0N A-r,.. I-IOP.1. SU.LE 11 ., 10' -v,11,1. SU.\.t: I"• 4' . ~ -. . . "DECLARATION OF RESPONSIBLE CHARGE" ... CALL TOLL FREE 1-800-422-4133 ~- I 100% COMPLETE "AS BUil T" 1 / A (l.l/}_1)~9--__ :t-h.c-/4n EXP.· -✓_?l/1 I I D'ATE ( / •1 RCF 1/0ll~ I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I . I ~IEWED B~ HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF mE PROJECT AS TWO WORKIN(J DAYS BEFORE YOU Dl(J r _s::,, . I J ' I. -I. DEFINED IN SECTION 670J OF THE BUSINESS ANO PROFESSIONS CODE, AND THAT ~b~!§;; "--.--07~"lf'l&O THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. INSPECTOR -DATE 1 uNDERsTAND rHAT THE cHEcK oF PROJECT DRAWINGs AND sPEcIFIcATI0Ns aY '" RE-VISED cop 11 suP Nt1Mt1E/i' ~ CITY F ~ I-IJ.tlf'.:.,18\j,1'0'4-PL!!•'-----1'1~ /.,~L"&~•-Q_~'::!'.·'~l •~•"'...':L'--~._ _!'...'n"-~'T~.,1,,.:__ __ -J--_-1---1----l----l SH2EET Q CARLS BAD SHEETS THE CITY OF CARLSBAD DOES NOT RELIEVE ME AS ENGINEER OF WORK, OF MY ~ • nv "' .,,., """" " ~"' "' RESPONSIBILITIES FOR PROJECT DESIGN. ENGINEERING DEPARTMENT 4 r--------,-----------------l-----l---1-----------------1----l---l----+---' ;;;,.M;;P;;RO;:\c;;EM~E;:,N;;TP;;LA:;:N:=.;5:::;F~OR;':=:::::::::::::::::=::::::::::::::::::=:::=='-'==~ CARLSBAD BLVD-RIP RAP REPAIRS GENERAL NOTES AND LEGEND APPROVED W/LLIAJ,/_E...PiUMMER ~ ~ ~ ~-,, 04--d7-/b t---l'----t-----------------11---+--l---+---l DEPUTY CITY ENGINEER PE2817B EXPIRES J/Jr7.J81:Z. DATE 042910 -------- o· GRAPHIC SCALE 10' 20' 30' ---r---.. 4-0' 60' 80' EASE ENT 17 11 12 17 1~_~6"f-' ~-.,---~ I & a NOTE: CONTIRACTOR SHALL SUBMIT HIS PLAN FOR CONNECTING THE HOPE TO THE ACP LINE, AND FOR TRENCHING AND BACKFILLING TO THE ENGINEER FOR APPROVAL PRIOR TO BEGINNING HIS WORK. PLAN OCENTERLINE DATA TABLE SCALE: 1"= 20' NO. 60R BEARING LENGTH BEGIN STA. END STA. 1 S18'30'1 3"E 29.68' 104+00.00 104+29.68 2 S18"30'13"E 84.77' 104+29.68 105+14.44 3 S18"27'03"E 108.31' 1D5+14.44 1D6+22.75 4 S18"58' 34"E 87.13' 106+22.75 107+09.88 5 S19"49'13"E 77.96' 107+09.88 107+87.84 6 S2D"36'34"E 59.92' 107+87.84 108+47.76 7 S2D"43'22"E 31.02' 1D8+47.76 106+78.78 8 s22·39•4o"E 92.30' 108+78.78 1D9+71.07 9 S22"51 '31 "E 59.81' 109+71.07 110+30.88 10 S23"40'32"E 52.12' 110+30.8B 110+83.DO' CONSTRUCT/ON NOTES i CARLSBAD BLVD CDP 10-06 $UP I0·0f (D CONTIRACTOR SHALL INSTALL SHEET PILES IF NECESSARY, BUT NO FURTHER WEST THAN THE DISTANCE SHOWN ON THE TYPICAL SECTION (51'-1D" FROM THE CENTERLINE OF CARLSBAD BLVD). LENGTH AND DEPTH OF SHEET PILES SHALL BE DETERMINED BY THE CONTRACTOR TO CONTROL THE WATER FLOW FROM THE OCEAN DURING THE REMOVAL OF THE EXISTING RIP RAP AND INSTALLATION OF THE NEW RIP RAP. THE METHOD AND PROPOSED INSTALLATION OF THE SHEET PILES SHALL BE SUBMlmD TO THE CITY ENGINEER FOR APPROVAL, PRIOR TO CONSTRUCTION. 20.0 1r, ------SOl:JTft,BOUN&-:------···---.51'-HI ± ' 27'-o" I @ REMOVE AND SALVAGE EXISTING RIP RAP WITHIN THE LIMITS OF THE PROPOSED RIP RAP. THE EXISTING RIP RAP CAN BE REUSED FOR THE PROPOSED RIPRAP WITH PRIOR APPROVAL OF THE CITY ENGINEER. NEW 4-TON AND 2-TON I s'-o' 10·-o· i I EXISTING , EXISTING I _ ~ 1 ! +'-=c--,-~-PA_VE_M=EN~T~~~.-j~~~~6~" _AC_D_IK_E~__, ~~ .. )j TOP OF BANK ELEVATION _ RIPRAP L1 ,,.TCIL_THE ~OLOR Jlf THE EXISTIN_Q R~. _ ...-... /'"'\_ -...,. V ..,.. yr V ✓V V .-'I . --l5.Q_ • · --\ \VARIES @ INSTALL ROCK SLOPE PROTECTION (4-TON, METHOD A AND 2-TON, METHOD A, INTERMIXED). THE 2-TON AND 4-TON ROCK SHALL BE INTER-MIXED ~ THROUGHOUT THIS LAYER WITH 50-55% OF THE ROCK TO BE 4-TON ROCK AND THE REMAINING 40-45% TO BE CAL TIRANS RSP-CLASS 2-TON APPROXIMATE LOCATION OF~ 4• HP GAS D ~{] '-..;(\ 2-TON AND f\ '. \ ,,-:a~'/\ 4-TON RIP RAP APPROXIMATE LOCATION OF 6" ACP _ ~,\ '\\ GRADA TIO METHOD A PL~CEMENT. - ,.,._,..___.,--._J ------(V INSTALL ROCK SLOPE PROTECTION (¼-TON , METHOD B PLACEMENT) PER CAL TRANS STANDARD SPECIFICATIONS SECTION 72. @ PROTECT EXISTING AC DIKE IN PLACE. © CONTIRACTOR TO BE RESPONSIBLE FOR MAINTAINING STABILITY OF EXISTING ROADWAY DURING EXCAVATION AND PLACEMENT OF RIP RAP. FORCE MAIN TO BE REMOVED. r---~ ..__ , 10.0 °----------srr NOTE@-;-THISSHEE,---.,_",. \.~/ '\~~?\·ll BACKING , • NO. 2 '' . 00 EL 10.0· (j) CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT THE INTERGRITY Of' THE EXISTING 48"!& OUTFALL IS MAINTAINED AT ALL TIMES DURING THE INSTALLATION AND REMOVAL OF SHEET PILES. 5.0 1----------------RSILflllER---' ,.7 \°'1/--v'i g EL 4.77' SHEET @ PROTECT EXISTING STREET SIGN IN PLACE. @ PROTECT EXISTING GUARD RAIL IN PLACE. @ PROTECT EXISTING MONUMENTS IN PLACE. @ NO HEAVY EQUIPMENT SHALL BE ALLOWED, AND THE CONTRACTOR SHALL NOT PLACE ANY RIP RAP WITHIN THESE LIMITS. REPAIR OF THE OUTFALL LINE AND REPLACEMENT OF THE RIP RAP MAY HAVE TO BE DONE UNDER AN EMERGENCY CONTIRACT THROUGH ENCINA WASTEWATER AUTHORITY. @ THE RIP RAP WITHIN THIS AREA MAY BE REPLACED UNDER THIS CONTRACT, AS A CHANGE ORDER, DEPENDING ON THE DEPTH OF THE PIPE UNCOVERED IN THE FIELD. @ EXISTING 6" ACP SEWER TO BE ABANDONED BY THE STATE. AFTER THE STATE INSTALLS THEIR NEW LIFT STATION AND FORCE MAIN AND ABANDONS THE 6" ACF, OR AFTER THE HIGH LINE IS INSTALLED, THE CONTIRACTOR SHALL REMOVE AND DISPOSE OF THE ACP BEFORE INSTALLING THE RIP RAP. (B} EXISTING SEWER RISER TO BE REMOVED. @ REGRADE TOP OF BANK AS NECCESSARY TO PROVIDE FOR WALKING SURF ACE. @ CONTRACTOR SHALL NOT PERFORM ANY WORK SEAWARD OF THE HIGH TIDE LINE. @ CONTRACTOR SHALL PLACE RIP RAP WITHIN THESE LIMITS, AFTER THE REMOVAL Of' THE SHEET PILES. @ CONNECT TO EXISTING FORCEMAIN. CONTRACTOR SHALL COOR DINA TE TEMPORARY BYPASS WITH STATE DEPARTMENT Of PARKS. . @ TEMPORARY TRENCH ACROSS ROAD. BACKFILL SHALL BE IN ACCORDANCE Will-I CITY OF CARLSBAD STANDARDS. i FOR SECTiON -A·A SEE ;:GENERAL NOlE!> /\ND LEGEND' St~EET. l @ RIP Rf\P \NSTALL~TION Mil> PROTEtTIVE I\RG\ SH,-LL BE ENtlN~ WA~TE WAT£~ Ml1"0t.\T'('S R'c.~PON51 SIUT'(. .. . . . . . . . LEGEND 0.0 -5.0 SLOPE PROTECTION BEING INSTALLED -......,-.._;··-._r--._,.~--...,-. ------- _,, __ ,.._ s--- Nolte Associates UNDER PROJECT NO. 3919 2-TON AND 4-TON RIP RAP, INTERMIXED ! -TON RIP RAP BACKING NO. 2 REGRADING ASPHALT CONCRETE BEING DONE UNDER PROJECT NO. 3919 SHEET PILES BEING INSTALLED UNDER PROJECT NO. 3919 SHEET PILES UNDER THIS CONTRACT PROPOSED CENTERLINE RSP FILTER FABRIC TYPE B EXISTING ENCINA SEWER OUTFALL PIPE EXISTING 6" ACP FORCE MAIN DIRECTION OF TIRA YEL EXISTING SURVEY MONUMENT YI\ REV/5EO COP~ StJP Nt/M1'ER f ABRIC TYPE w -I ~A ~~ " 1')f;?d ,1 ~u TYPICAL SECTION STA. 108+27.00 TO 110+08.00 HORIZONTAL SCALE 1"=10' VERTICAL SCALE 1"=4' NOTES lY S3~ / ' ~ PILES @ '5! EL. 1,72' EL. 4.0' 1) ELEVATIONS FOR LINES ~ & ca) WERE OBTAINED FROM THE NATIONAL OCEANIC "lif:JD A ™OSPHERIC ADMINISTIRA TION'S (NOAA) WEBSITE (http:\ \tidesandcurrents.noaa\data) AND ARE BASED ON THE LA JOLLA STATION ID: 9410230, PUBLICATION DATE 04/21/2003. TI-IESE ELEVATIONS WERE THEN CONVERTED TO THE NGVD29 DATUM USING THE CITY OF SAN DIEGO'S REGIONAL STANDARDS DRAWING NO. M-12. 2) VIBRATION MONITORING WILL BE REQUIRED DURING THE INSTALLATION OF THE SHEET PILES. COST FOR SAID MONITORING SHALL BE INCLUDED IN THE LUMP SUM PRICE PAID FOR THE 4-TON AND 2-TON RIP RAP. .3) CONTRACTOR SHALL REMOVE AND DISPOSE Off-SITE OUT OF THE CALIFORNIA COASTAL ZONE ALL DEBRIS, INCLUDING BUT NOT LIMITED TO, CONCRETE, STEEL, COBBLES, ASPHALT, PIPE, BROKEN CONCRETE, WOOD, VEGETATION, UNSUITABLE SOILS, AND ALL OTHER MATERIALS GENERATED BY THE PREPARATION AND INSTALLATION OF THE REVETMENT, AND ROADWAY EMBANKMENT. ALL COSTS ASSOCIATED WITH DEBRIS REMOVAL, OFF-SITE DISPOSAL, MINOR GRADING AT THE TOP Of' THE BANK, AND INSTALLATION AND REMOVAL OF SHEET PILES, FURNISHING AND INSTALLING THE FILTER FABRIC, BACKING NO. 2, AND !-TON RIP RAP SHALL BE INCLUDED IN THE LUMP SUM PAYMENT FOR THE 4-TON AND 2-TON RIP RAP. @ THIS CONTOUR LINE REPRESENTS THE APPROXIMATE LOCATION OF THE HIGH TIDE ELEVATION OF 7.65' (MLLW) OR APPROXIMATELY 4. 77' (NGVD 29) AS SURVEYED BY NOL TE ON 04/01/2010 FROM 3:D0 P.M. TO 5:30 P.M. @ THIS CONTOUR LINE REPRESENTS THE APPROXIMATE LOCATION OF THE MEAN HIGH WATER (MHW) ELEVATION OF 4.60' (MLLW) OR APPROXIMATELY 1. 72' (NGVD 29) AS SURVEYED BY NOL TE ON 04/01/2010 FROM 3: 00 P.M. TO 5: JO P.M. CALL TOLL FREE 1-800-422·4133 TWO WORKING DA VS BEFORE YOU DIG 100% COMPLETE . R~WED BY: ~~-P <) n INSPECTOR CITY OF CARLSBAD I SHEETS I ENGINEERING DEPARTMENT 4 MPROVEMENT P/.ANS FOR: CARLSBAD BL VD-RIP RAP REPAIRS RIP RAP REPAIRS AND DETAILS 15070 Avenue of Science, Suite 100 San Diego, California 92128 A~RgVED -W,LLJAtt.,;i;..nuMM[R i---;---t-----------------;---+----t---+---t 1~£Z~:¼~ -e , · aa:=--;-;:;;:,;c:-(14-d7-lt, 1-----1---+-----------------1----+--t----+---1 DEPUTY CITY ENGINEER PE 28176 E~ES J/J~2.., DATE Tel 85 73~5-9)00, Fax 858.385.0400 >/;i,., . I / ~~: -==--~f{llo EGISTf:RED CIVIL ENGINEER--.. ATE DATE INl11AL DATE INl11AL DWN BY: I PROJECT NO. I DRAWING NO. 1---~--+--~---1 CHKD BY: ,I A 6032 468-1 OltlER APPROVAL CITY APPROVAL RVWD BY: DATE INJTIAL ENGINEER OF WORK REVISION DESCRIPTION ' \.J 042910 072910 30.0 25.0 !. 20.0 15.0 10.0 . • ----+-------· -___ J ___________ _ : I BRIDGE WORK i BEING DONE uJDER LAS ENCINis CREEK BRIDGEI, PROJECT No.'h919 cDP 09-QB, SUP 09-03 At!D HMP 09-06! I i ! _:,;:,:,,,~.,··"__cc·_-·--=~= I \, I \\ -. APPROXIMAlE EXISTING GRO NO AT SHEET PILE LOCATION EXISTING i ~ . CARLSBAD BL_VD SOUTHBOUND . ------- /TOP OF SHEET PILES (10.0'} I A NGVO 29 = 4.77' (MLLW = 7.65'} CDP 10-06 51/P IO·Of ____ _J__ 5.0 i=. -==·===:j::::====4=---'==:j::::====::::j::====··=····.i.c'··.cc.· =---'=4====:j::::====4--'--====1=====::::;::====:j::::====4===========-'--=-¥=====+=======-----====:j::::==========----'====-"=="-"'-===-"--'--'--'-----'-----'----'-'-""= -' .--------------,,-~,.-~--------------------------------"'. .. ··t· --- • NGVD 29 = 1. 72' (M LW = 4.60'} 0.0 104+00 104+50 105+00 105+50 I! I I 106+00 106+,00 / l 105 +50 PROFILE H. SCALE: 1 "= 20' V. SCALE: 1 "= 5' 107+00 107+00 107+50 108+00 108+50 109+00 CJ • ------------.. "····· --GAS -GAS --GAS --GAS --GAS ~GAS --GAS --109+00 :...c.-~~-1-=r---+----[-108+00· -+ [J ~\A • I,;..__•/ (,;.( ,, ~ . n 109+50 d 110+00 11 o+oo +- ,r 1---0. 110+50 ?\i ,.r-s./""'-.r-,./"",/""'-✓" . .,.,-~J--'-/ .,/'""'-' ,./-,_r'.✓--~,,-,,,,,-"'-/""'-'·--·--·-',./·"•,_,-, ,,-..,,,...:.,,,,-"'../.,,,~✓:\J··--..,-• __ ,...'.1._J--....,,--.'_~ , ,,. -., <.··.r·J--,'•.rv "•·•• ·•.•·• .... ·v .r •. •· .• • ./V ,_, ·; v •• •\·.r,,-:rdv·•-·· rv v •/ v ·, ·· •· r,.-,/·v ·.r~·J ._, ,/ .,,,-.r,,·~--SHEET PILES N ~ ==··~·~-~-·~·;:::;J===::::..:===··=·=·==··=·=====··=···=···=·=-=====-·=····=·=····=·=-=·==~·=··=-/···r···=::=;\\========~""""..::.:::.::.::.::=··=·=··::..:::\=~=s=H=E=ET=.=P=IL~ES ===-=~-=··=····~··~·Ss=··~-==============-=-=-=-=-=-..:__..:__.::.:...::.:...::.:...::.:...::.:...::.:...::.:...::.:...::.:..:____...__...~;J.~~!---~@--l~-~r-~~L~N=G=VD:-2:9~=~4~.7~7~'~(M:L~L~W;--=:=-7~.:65~'~}::..-..:::;..==-.=--.::.:..:....::.=-.=-.:::..--.:_j 1 f~~=-.:.::.:..=-.:.::.:..:;__::._= NOTES @ THIS CONTOUR LINE REPRESENTS TIHE APPROXIMAlE LOCATION OF TIHE HIGH TIDE ELEVATION OF 7.65' (MLLW} OR APPRox1.;A1ELY 4.77' (NGVD 29) AS SURVEYED BY NOLlE ON 04/01/2010 FROM 3: 00 P.M. TO 5: 30 P.M. @ THIS CONTOUR LINE REPRESENTS THE APPROXIMAlE LOCATION OF THE MEAN HIGH WAlER (MHW} ELEVATION OF 4.60' (MLLW} OR APPROXIMAlELY 1.72' (NGVD 29) AS SURVEYED BY NOLlE ON 04/01/2010 FROM 3:00 P.M. TO 5:30 P.M. @l B \_NGVD 29 = 4.77' (oiLLW = 7.65') NGVD 29 = 1.72' (MLLW = 4.60'} GRAPHIC SCALE O' 10' 20' JO' 40' 60' SCALE 1 •= 20' PLAN SCALE: 1"= 20' 80' ,ss, JACK L ABCARIUS 40459 Nolte Associates 15070 Avenue of Science, Suite 100 San Diego, California 92128 Tel 858 5.0 00, Fax 858.385.0400 ~l¾{o B NGVD 29 = 1. 72' (MLLW = 4.60'} CALL TOLL l'REE 1-800-422-4188 TWO WORKING DAY8 BEl"ORE YOU DIG 100% COMPLETE BUil T" CE 1./1)9!;""9 REVIEWED BY: ~TOOpa cf( I EV/SEO COP s SUP NI.IM!3€R l---+-----<--------------+-----+--4---4----1 I SH4EET I CITY OF CARLSBAD I SHEETS I ENGINEERING DEPARTMENT 4 ~1.1;;,PRO~VE;;,:;l.l;,;EN;T;:;PI.AN;:,:;:~S~FO~R~: =::::::::::::::::=:::::::::'::::::::::::::==::::.':===: DA TE INITIAL DA TE INITIAL DA TE INITIAL ENGINEER Of' -.oRK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CARLSBAD BL VD-RIP RAP REPAIRS ROADWAY PROFILE -RIP RAP REPAIRS APPROVE~ MLL/AM ~MER ~4':~~r~M~~illi!t•~'r,~r~~t:;·~~,~1~:S~•~Lr-~=-~oA/(Zl_Ao DEPUTY CITY ENGINEER Pf. 28176 EXPIRES J JI 1DATE' DWN BY: CHKD BY: ,I A RVWO BY: PROJECT NO. 6032 I DRAWING NO. 468-1 ~--------