Loading...
HomeMy WebLinkAboutDWG 465-2; 3919; LAS ENCINAS CREEK BRIDGE REPLACEMENT; 01-16LAS VICINITY MAP CITY OF OCEANSIDE PROJECT LOCATION ~-- PACIFIC OCEAN 7B CITY or ENCINITAS ENCINAS 0::ITY OF VISTA PROJECT LOCATION MAP LAS ENCINAS CREEK BRIDGE PACIFIC OCEAN CDP 09-08 SUP 09-03 HMP 09-06 CITY OF CARLSBAD CREEK BRIDGE REPLACEMENT BRIDGE NO. 57C-0214L BRIDGE NO. 57C-0790L <OLD) <NEW> 3919 PROJECT NO. 1200 CARLSBAD VILLAGE DRIVE, CARLSBAD, CA 92008 MA VOR: CLAUDE A. LEWIS MA VOR PRO TEM: ANN J. KULCHIN COUNCIL MEMBER: MA TT HALL COUNCIL MEMBER: MARK PACKARD COUNCIL MEMBER: KEITH BLACKBURN ACK L ABCARIUS 40459 < Nolte Associates 15070 Avenue of Science, Suite 100 Son Diego, California 92128 Tel 85 3 5. 0, Fox 858.385.0400 f.--1~AloTEo !J GISTERED CIVIL. ENGINEER /~ SUMMARY TABLE: ASSESSOR'S PARCEL NUMBERS SITE ACREAGE (INCLUDING TEMPORARY WORK AREA) ZONING DESIGNATIONS ASSESSOR'S PARCEL NUMBERS CALL TOLL FREE 1-800-422-4133 TWO WORKING DAYS BEFORE YOU DIG ROAD RIGHT OF WAY ADJACENT TO 214-01-014 0.55 ACRE OPEN SPACE AND SECONDARY ARTERIAL OPEN SPACE AND SECONDARY ARTERIAL " S BUil T" REVIEWED BY: 07 h:z .. /1-0,0 DATE I SH~ET I CITY OF CARLSBAD ~ 1----+---t--------------t---+---+--+---l ENGINEERING DEPARTMENT ~ t----+---t--------------t----+---+--+---1 MPROVEM£NT PLANS FOR: LAS ENCINAS CREEK BRIDGE BRIDGE NO. 57C-0790L TITLE SHEET APPRO_YED. WILLJ~ :LUMMER ---+----11------------------+---t--+--~ ~4"4,~4::"~Q/£4.,,___,z'"-"~""""~~~-,_.,:,tt,e:::,_ __ --,-~10-z~-rZt DEPUTY CITY ENGINEER PE 28176 EXPIRES J JI 10 DA TE DA lE INITIAL DA lE INITIAL ENGINEER Of WORK REVISION DESCRIPTION OTHER APPROVAL DA lE INITIAL CITY APPROVAL DWN BY: __ CHKD BY: __ RVWD BY: PROJECT NO. 3919 I DRAWING NO. 465-2 Vl 0 l :;E (I) C) ...+ ,_. ~ a O'l ,_. y, O'l N GENERAL NOTES 1. THIS PLAN SUPERS£DES 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 CONTRACTOR OR ENG/NEER- OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED OUR/NG CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERM/TTEE'S POLICY IN THE MINIMUM AMOUNT OF s1.ooo.ooo.oo FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HAVE A RATING OF "A-' OR BETTER AND A SIZE CATEGORY OF CLASS V OR BETTER AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE. 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HA VE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DA TE OF THE IMPROVEMENT AGREEMENT. 7. 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 Tl TLE SHEET. 8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 9. THE ORIGINAL ORA WING SHALL BE REVIS£D TO REFLECT AS-BU/LT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 10. ACCESS FOR FIRE AND OTHER EMERGfNCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 11. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPR/5£D OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS ANO (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DA Y.S OF COMPLETION OF FIELD TESTS. THE WRITTEN FIELD COMPACTION REPORT(S) SHALL BE IMMEOIA TEL Y SUBMITTED TO THE CITY ENGINEER/NG INSPECTOR UPON COMPLETION OF THE FIELD TESTS. 12. A PR£CONSTRUCTION MEETING SHAl L B£ HEI D AT THE CARLSBAD MUNICIPAi WA IfR DISTRICT OFFIC£S LOCATED ON EL CAMINO REAL PRIOR TO THE BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TFSTING AND ALL 07HER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETING BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE (5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION, APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. 13. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (760) 438-3891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2: 00 P.M. ON Ii/E OA Y Rf[ORF [Hf IN$PFCDON IS NEEDED INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 14. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES. INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STA TE AND FEDERAL SAFETY AND HEAL TH STANDARDS, LAWS AND REGULATIONS. 15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 67D5 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONC£RNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPE OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SY.STEM STANDARD$ [STAB/ (st/ED BY THE CONSTRl!CTION SAFETY ORDERS, DD E 8 CALIFORNIA ADMINISTRATIVE CODE 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. 16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE DURING CONSTRUCTION, QPFRA TION$ W/11 CEA Sf IMMEDIA TEL Y: AND 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. 17. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND SUNSET EACH DAY, MONDAY THRU FRIDAY AND BETWEEN B: 00 A.M. TO SUNSET ON SATURDAYS AND NO EARTHMOVING OR GRADING OPERATION$ SHALL BE CONDUCTED ON SUNDAYS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEER/NG DEPARTMENT COUNTER.) 18. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DA Y.S PRIOR TO BEGINNING OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 19. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED BLASTING PROGRAM AND BLASTING PERMIT. 20. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THE CONSTRUCTION PLANS WERE OBTAINED BY A S£ARCH 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 AND ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. 21. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES ( ABOVEGROUND AND UNDERGROUND ) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT W/TH THE PROPOSED WORK. 22. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCJ/ON NEAR THEIR FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT (800)422-4133 SDG&E (800)660-7343 PACIFIC BELL (800~892-0123 TIME WARNER CABLE (760 438-7741 COX COMMUNICATIONS (760 806-9809 CITY OF CARLSBAD(STREETS AND STORM DRAIN) (760)434-2980 'clTY OF CARLSBAD(S£WER,WATER & RECLAIMED WATER) (760)438-2722 'SAN DIEGU/TO WATER DISTRICT (760)633-2650 *LEUCADIA WASTEWATER DISTRICT (760)753-0155 "VALLECITOS WATER DISTRICT (760)744-0460 'OLIVENHAIN WATER DISTRICT (760)753-6466 'BUENA SANITATION DISTRICT (760)726-1340 • AS APPROPRIATE STREET NOTES 1. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER "R" VALUE TESTS HA VE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY 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 AND APPROVAL A MINIMUM OF TWO (2) CITY WORKING DA Y.S BEFORE THE WORK BEGINS. 2. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM D-LOAD OF 1,350. FOR PR/VA TE STORM DRAIN PIPES, UP TO 15" PVC MAY BE UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH 3/4" ROCK PER SDRSD S-4 TYPE •c• AND PIPE MEETS ASTM STANDARD 3034 FOR SDR 35 SOLID WALL PIPE. J. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 4. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24, CALIFORNIA ADMINISTRATIVE CODE. 5. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS OF WORK OF THIS PLAN PER SDRS D WG M 19. 6. ALL SURVEY MONUMENTS ANO POINTS THAT ARE DISTURBED BY THIS WORK SHALL BE REESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORS ACT. 7. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO THE CITY ENGINEER/NG INSPECTOR. SIGNING AND STRIPING NOTES 1. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL SIGNING AND STRIPING. 2. SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2003 REVISION1, AS AMENDED FOR USE IN CALIFORNIA), CALTRANS STANDARD SPECIFICATIONS (JULY 2006 OR LA TEST VERSION THEREOF), THtSE PLANS AND THE SPECIAL PROVISIONS. 3. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE, PRIOR TO /NSTALLA TION. 4. ANY D[VIA TION FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY THE ENGINEER OF WORK AND PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANGE IN THE FIELD. 5. ALL SIGNING AND STRIPING SHALL BE REFLECTIVE PER CAL TRANS SPECIF/CATIONS. STRIPING SHALL BE REPAINTED TWO WEEKS AFTER INITIAL PAINTING. SIGNING SHALL US[ ENCAPSULATED LENS REFLECTIVE SHEETING (HIGH INTENSITY OR EQUAL). 6. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND MARKINGS WITHIN A 500' PERIMETER OF THE CONSTRUCTION PROJECT WILL BE RESTORED TO A "LIKE NEW" CONDITION, IN A MANNER MEETING THE APPROVAL OF THE CITY INSPECTOR. 7. EXACT LOCATION OF STRIPING AND STOP LIMIT LINES SHALL BE APPROVED BY THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE PRIOR TO INSTALLATION. 8. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS AND PAVEMENT LEGENDS BY GRINDING. DEBRIS SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR. 9. ALL PAVEMENT LEGENDS SHALL BE IN ACCORDANCE WITH THE LATEST VERSION OF THE STA TE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD PLANS, DA TED MAY, 2006 10. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCA TEO. CROSSWALKS SHALL HA VE 1 O' INSIDE DIMENSION UNLESS OTHERWISE SPECIFIED. 11. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGENDS SHALL BE THERMOPLASTIC UNLESS OJHERWISE SPECIFIED. 12. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2003 REVISION1, AS AMENDED FOR USE IN CALIFORNIA) AND SAN DIEGO REGIONAL STANDARD DRAWING M-19. 13. ALL MEDIAN NOSES AND FLARES SHALL BE PAINTED YELLOW. 14. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2003 REVISION1, AS AMENDED FOR USE IN CALIFORNIA) UNLESS OTHERWISE SPECIFIED. 15. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING WITH BREAKAWAY BASE PER SAN DIEGO REGIONAL STANDARD DRAWING M-45. 16. WHEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY OF CARLSBAD MOUNTING BRACKET W/TH STRAPS. 17. EXISTING SIGNS REMOVED BY THE CONTRACTOR SHALL BE DELIVERED BY THE CONTRACTOR TO THE CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK AVENUE. 18. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY THE CONTRACTOR EXCEPT THOSE SIGNS SPECIFICALLY SHOWN AS EXISTING TO BE RELOCATED OR TO REMAIN. 19. (IF NECESSARY) WHERE R4-7 SIGN AND OM1-3 OBJECT MARKER ARE TO BE INSTALLED IN A 2-FOOT WIDE MEDIAN NOSE, JHE R4-7 SIGN SHALL BE 18"X24" AND THE OM1-3 OBJECT MARKER SHALL BE 12"X12" REFERENCE DRAWINGS AS-BUILT DRAWING TITLED: STATE OF CALIFORNIA DEPAR™ENT OF PUBLIC WORKS DIVISION OF HIGHWA Y.S WIDENING OF BRIDGE ACROSS LAS ENCINAS CREEK DRAWING APPROVED SEPTEMBER 1, 1928 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 GENERA TED BY FIELD DATA COLLECTION METHODS GATHERED ON JANUARY 12, 2009 BY NOL TE ASSOC/A TES, INC. PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSOR'S PARCEL NUMBER(S) 211-03 AND 214.01. THE CALIFORNIA INDEX OF PROJECT IS N 1987 E 6232. BENCH MARK DESCRIPTION: POINT 137 PER RECORD OF SURVEY NO. 172 71 BEING A 2. 5 INCH ALUMINUM CAP IN A STANDARD f\ELL MONUMENT STAMPED "LS 5215 CLSB 137. • ELEVATION: 60.70 NGV029 LOCATION: FROM THE INTERSECnON OF CANNON ROAD AND 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 THE PO/NT OF THE LEFT. POINT IS LOCATED IN THE C£NTER ISLAND OF BULB TURN AROUND, 20 FT. ~STERL Y OF DRAINAGE INLET BOX. INDEX OF SHEETS 1. TIJLE SHEET 2. GENERAL NOTES & LEGEND 3. ROADWAY PLAN AND PROFILE 4. CONSTRUCTION GRADING PLAN 5. GENERAL PLAN 6. FOUNDATION PLAN 7. DETOUR PLAN 8. D[TOUR PLAN 9. DETOUR PLAN 10. DETOUR PLAN 11. DETOUR PLAN 12. D[TOUR PLAN 13. DETOUR PLAN 14. DETOUR PLAN 15. DETOUR PLAN 16. WATER POLLUTION CONTROL PLAN ABBREVIATIONS A/C ASPHALT CONCRETE BB BEGIN BRIDGE f CENTER LINE DG DECOMPOSED GRANITE EB END BRIDGE EL ELEVATION EX EXISTING FF FILTER FABRIC MAX MAXIMUM MIN MINIMUM NTS NOT TO SCALE SBnd SOUTHBOUND SDRSD SAN DIEGO REGIONAL STANDARD ORA WINGS SW SIDEWALK TYP TYPICAL PLAN SYMBOLS STANDARD PLAN SHEET NO. DETAIL NO. (A'--sECTION l IDENTIFICATION INDEX TO STANDARD PLANS THE FOLLOWING STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLANS DATED MAY 2006 ARE A PART OF THESE CONTRACT DRAWINGS A10A A1DB A62C •.71£' A77Ei A77F1 A77L1 -..A7?L2_ B11-55 B11-62 T3 ABBREVIATIONS SYMBOLS LIMITS OF PAYMENT FOR EXCAVATION AND BACKFILL BRIDGE • •-•• , .......... ---•Ar\C'"(." -METAL BEAM GUARD -RAiLING _:TYPICAL LAYOUTS -FOR EMBANKMENTS- METAL BEAM GUARD RAILING -TYPICAL LAYOUTS FOR S1RUCTURE APPROACH METAL BEAM RAILING TERMINAL SYSTEM (TYPE SRT) METAL BEAM RAILING TERMINAL SYSTEM (TYPE SKT) ~ .. -.._ .._ -.,. ... A a • ~ .._ -a a a a a & CONCRETE BARRIER TYPE 732 CONCRETE BARRIER TYPE BOSW TEMPORARY RAILING (TYPE K) THE FOLLOWING SAN DIEGO REGIONAL STANDARD DRAWING DA TED APRIL 2006 ARE A PART OF THESE CON1RACT DRAWINGS G-5 DIKES-ASPHALT CONCRETE "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HA VE 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. • WORK TO BE DONE THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE W/TH 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. THIS SET OF PLANS 4, RESOLUTION NO. 6624, 6625, 6626, & 6627 DA TED AUGUST 19 2009 5. THE STANDARD SPEC/FICA TIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 6. SOILS REPORT AND RECOMMENDATIONS BY GEOLOGIC ASSOC/A TES DA TED AUGI/ST 2009 7. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. CITY OF CARLSBAD COASTAL DEVELOPMENT PERMIT CONDITIONS DA TED AUGUST 19 2009 9. CALIFORNIA STORM WATER QUALITY ASSOC/A TION BMP CONSTRUCTION HANDBOOK AND CAL TRANS CONSTRUCTION SITE BMP MANUAL. 10. STA TE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIF/CATIONS, DA TED MAY 2006 11. STA TE OF CALIFORNIA DEPAR™ENT OF TRANSPORTATION STANDARD PLANS, DATED MAY 2006 LEGEND ASPHALT CONCRETE I I AGGREGATE BASE Rx'56<x'5l COLD PLANE AC I I ----- ROCK SLOPE PROTECTION (2-TON AND 4-TON) ' . DcstJq . . ,) ROCK SLOPE PROTECTION (1/4-TON) BACKING NO. 2 6" TYPE A A.C. DIKE SDRSD G-5 SHEET PILES (BY CONTRACTOR) CONCRETE BARRIER TYPE 80SW (MODIFIED) 811-62 CONCRETE BARRIER TYPE 732 TUBULAR HAND RAILING (MODIFIED) TEMPORARY ESA FENCE TEMPORARY RAILING (TYPE K) WOODEN BARRICADE (TYPE 111) RSP FILTER FABRIC TYPE B -. - MBGR -TYPE 11A 811-55 Bll-62 TJ A73C A77E1, A77L2 ~ I ~ ••• ____ ,,_ ) ..., hi,► MBGR -TYPE 12B A77F1, A 77L1 r. . . . • \_ . . .. .. .. .. .. ... .. ... .. .. .. .......................... CDP 09-08 SUP 09-03 HMP 09-06 £ 1/ "A BUil T" ~ z;/L.l1o CALL TOLL FREE ~ J,,-,,'Q '. 1-800-422-4133 · RCEt./0'1~} EXP. 'l /U /11 1 D TE \ I I I ----' REVIEWED BY: TWO WORKING DAYS BEFORE YOU DIG ~~~ G¼ 'llp ·1,J:1cto DATE I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE Cl TY OF CARLSBAD DOES NOT RELIEVE ME AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. ;~;~~;~; t I :~i:~0L~:~i1~~~NM~/1p RAP [SHml CITY OF CARLSBAD l.!.10'::.l.1/.!::2=1.2/.!:10::...91--J,:,:L!.!.A-+'~-"A"'D"'oE"'o-'s""TA"'Nc!.!De..AR-"D"'o'-R""A""111""NG_S_F_O_R _M_BG-R----l-----f---l---+---I L:_j ENGINEERING DEPARTMENT ===+-=!......i=--"""""'-''-""'-'=""--""""'-"'""'--'-""-"'"""-'-----+---+----ji------jl-----1 m r---------.--------------------\'-'10,,_i/=:22e,'/_,,10::..,91--"'JLA'--'-+"':,,_"'RE='M"'0"'VE""Dc.:0s,U"'A"-NTl-"Tl""E~SecF..eR"'0M,,,_,,L:,EG,sE""NDe._ ____ -+---+--+---+---11MPROVEMENTP!ANSFOR: Nolte Associates 15070 Avenue of Science. Suite 100 San Diego, California 92128 Tel 85JfJ85. 00, Fax 858.385.0400 • 'tl,.J.' J. /1' I 1 ~==-fl f 9 lo 9 r 1 >EGISTERED CIVIL ENGINEER') , ~ . ' , \J DATE INITIAL DA TE INITIAL ENGINEER Of WORK REVISION DESCRIPTION OlHER APPROVAL DA TE INITIAL CITY APPROVAL I.AS ENCINAS CREEK BRIDGE BRIDGE NO. 57C.()790L GENERAL NOTES AND LEGEND APPROVED WILLll;),t {, PLUMMER _/4,1/ff,,,.,, <"'.. :c:--¾#7rv:::-IZ -/ l-d9 DEPUTY CITY ENGINEER PE 28176 EXPIRES J/31/10 DA TE OWN BY: I PROJECT NO. I DRAWING NO. CHKD BY: ---3919 465-2 RVWD BY: V) 0 ~ ~ (J) (J) C) ,...,. N 0 .p. -+, 0) ,_. V, I 0) N 104+00 104+50 l ··:,,: 1 , o-; xw NxfiJJO 1()6+00 PROFILE HORlZONTAL SCALE: 1 20' VERTICAL SCALE: 1 •"' 5' 106+50 3 !8'27 OJ"E 4 -·s1a'5i!l~it 5 />@. . --€,---··+-107+00 d..; :~i:!l ----•--· -~-~~--~-)-i-~------@ 15 107+50 107+75 +00 !'l\\ifMEIU ACGRl:1,A 1E r----·-"~ L COP 09-0~J ! SUP C:'9-03 I , HMP 09· IL--·~~---------' j I 2· TOO AND 4· T~ ROCK SHALL BE A 111rr1< Ml>-to JHROOl?Hour rc;is UPl"ER LA ri:.R. 'Mfh 01-TH£ ROCK 10 4· 1011 ROCK ANO !lff RSP·CLASS 2-TOO C~AO !!SP !lACKiilG ·· .. , NO, 2 F A!lRIG l'/1'£ B TYPICAL SECTION STA. 105+00,00 TO 105+18.00 STA, 100+0090 TO 100+50.00 ©·-1 CONSTRUCTION NOTES HORfZONTAL :>'Le,"'-" 1 VERTICAL SCALE 1 ""''f Ci) Rl'MO'i/E ANO DISPOSE Of EXISTING lilli!IOOC, RETAINING WALLS. CREEl< SLAB AMO CUT-OFF WALLS ANO PILE FOONOA TIONS TO 3' -o• BELOW BOTTOM OF F0011MGS. @ INST All 36' SP AN X 8' RlSE CONSP AN ARCH BRIDGE ( OR APPROVEO EOOAL). @ 6" RUBBERIZED ASPHALT CONCRETE OVE:11: 10" AGGREGATE BAS£ © CONTRACTOR SHALL iNSTAU. SHEET PILES AS NECESSARY NO FUIHHER THAN n-!E OlSTANCES SHOWN FRO!il THE EOOC OF DECK. LENGTH AND DEPTI-1 OF SHEET PILES SHALL BE OETERMINEO BY THE CONTRACTOR TO CO!f!ROL THE WATER FLOW FROM THE CREEK ANO FROM TH£ OCEAN OURING THE REMOVAL Of T!-!E EX!STlNG l'lRlOGE ANO CO.'IS1RlJCllON Of TH!:: NEW SLAB ANO CUT-Off WALLS. TI-lEMETHOO AMO PROPOSED LOCATION OF THE SHffT PILES SHALL BC SUBlll!T'ffl) TO THE CITY ENGlN!:ER FOR APPROVAL, PRIOR TO CONSTRUCllON © REMOVE ANO SALVAGE EXISTING Rt?fli\P WITHIN THE UMll'S Of THE PROPOSID R!PRAP. TTlE El<!ST!NG R!PRAP CAN BE RruSEO fOR THE PROPOSED Rl!"RAP WITH PRIOR APPROVAL Of THE CITY ENC.NEER NEW 4-TON AMO 2-TON RIPRAP SHALL MATCH THE COLOR OF THE El<lSTlNC RIPRAP @ PROTECT IM PLACE UTILITY R!SEP GROONO!NG \l!!RE. CONTRACTOR SHALL REMOVE AU. AC. PAVEMENT Wlll-i!N THE LIMITS Of THE PROJECT TO OETERM!Mf WHETH(R 00 NOT SA WCU TTING W!LL BE REOOll<EO. @ CONSTRUCT fi" n'PE A A,C OIKE ?ER sor,so 1> PROTECT 'STING A.C. SPILLWAY lN PL.ACE . A @) INSTALL ROCK~;;;~~~~~~ @ '"'"'" 128 Ml;IGR PER CALTRANS STANDARD PLAN A77f1, WITH n-PE Sf!T TERMINAL SYSTEM. @) INSTALL T 1A M!1GR PER CALTRANS STANOARO PLAN A.77El, WI iH T • '"'"'" SYSfOI. @ COl-f!WA RES?ONS8LE FOR ENS!mlNG 11-lA T THE INTERGRftY OF THE EXISTING 12",i OUTFALL !S MAlil!TA~f;l) AT ALL TIMES OURlfiG '!liE ll'<STAU.ATION AND REMOVAi. or SHttT I'll.ES. THE O!STA!l!CE ro THE TOP OF THE SEWER O!JWALL l,l(ASUREO fl!OM SURFAL'E IS APl>ROXIMA l!:l. Y 5 fEEl, @ THlS CONTOUR UNE REPRfSENTS !HE APPROX!IIV, TE LOCATION THE HIGH nor ELEVA ilON Of 7.65' (MLLW) OR APPROXiMA Tl':LY (NGVD 29), CONTOUR UJIIE: REPRESEtHS THE APPROX!MA TE LOCI\ T!ON T!4t M!:'.AN H!GH WATER (MHW} EU:VA TION OF 4,60' (MLLW) OR APPROXIMATELY 1 {NGVO 29). NO[f:S 1) (LE\IATIONS fOR LINES {A) & !ID 11/tRE OOTAMO rnw THE NA TIOOAL OC.:ANIC ).'NI) A Tfi(oSPHERiC AOMINIS>RA TION'S (NOAA) WEBSITE (llttp: \ \tide--.dcurre11ts,nooo\doto) ANO ARE BASED ON THE JOLLA STATION 10: 9410230, PIJ!!UCATION DATE 04/21/200:'1, lli!cli!' ELEVA l'IONS WERE fHEN CON\/EfffEO 'fO THE NC\/02t OA !UM USING lHE CiiY SAN DIEGO'S RCGIOMAL STANOAROS DRAWING NO, M-12. J\,-~--...rv..,_,..,.r-..,·v-,~'"'-'._,..,~r'Q""""v'l'-"""'""O"""-P'C??'f'.r~•·v·y·.~~r-vV~rv-.,.r-.Jr-,-:;;;:;;➔=• -~·~ .... ::,,:1::,,: •. :-i.. -..,,,_= J"".;c,;;;;;~...._,.....,...,.,,4..rv.._.r""'---.~~..,.._,._.~-•-v~--v-~r""~.,::::;.""r~.J' v,\, @ / @-•/ ,, @ EXISTING •,. @ 8R!t::IGE ®"· ! )'(:,::::!;::1-... •0_;;; METHf.lO A iNTE IX O'. ::;:::;;-' @ INSTALL ROCK SLOPE PROTECTION (1.-TON , METHOO 13 A, PLACEMENT) PER CAL TRANS STANOARO SP:CC!FICA noos SECTION 72, 2} \111:!RA 1100 MONITORING MAY BE RrOUlRl:O AT i'HE OISC:.RETION Of THE ENGINEER. COST fOR SAIO MON!TOR!NO Si'lALL tit INCLUOEO !N THE PRICES PAID FOR THE VARIOUS rrois OF WORK, ANO NO SEPAltA TE PAYMENT Wilt !:If. MA!lf. THEREFOR. COLO PLANE AC Oll'lECTION Of TRA \/EL SHEET F!UC:> PROPOSED CENTI::RLlNE 2-TON ANO 4-TON RP RAP, INTERMIXED t -TON RIP RAP BACKING NO. 2 EXISTING B!l!OGE PROPOSED BRIDGE RSP Fll TER f' ABRIC TYPE B ·,._ l -----~ .. ·-,...--t------I .. ----~----··---·"·•------------~----- !i,i qj< ~ ~ lll ... ~ g I! l SCALE: l 20' MltJ DEPTH BEL OW fXISTING PA\tEMENT COLO PLANE PAVEMfNt DETAIL A COLD PLANE AC PAVEMENT DETAIL NO SCALE GRl4l'HIC SCALE O' u;t 20' Sf)' 4Cl SCALE I Nolt'l! Associates 60' @ PROlECT [XISTING smrr.r SIGN lN PLACE (8) PROTECT EXJSTING AC DIKE IN PLACE, @ CONTRACTOR SHP.LL REMOVE El<IS11NC ROADWAY STRIPING ANO MARKINGS AND INSTALL STRIPING ANO MARKINGS TO MATCH THE ORIGINAL LANE CONflGURATIONS ANO LEGENDS PRIOR TO RE-AUGNMENf Of LANES f'ROM STA. 100+00 lO STA 110+00. ~ COUl PLANE ASPHALT CONCRE'IE PAVEMENT PER DETAIL A, THIS \!.:=/ SHEET. @ CONTI'!ACTOR TO BE RESPONSIBLE FOO MAINTAINING STA81U1Y OF EXISTING ROADWAY DURING EXCAVATION ANO PLACEMEI\IT Of RIP RAP. 15070 Avenue of Science, Suite i 00 Son Diego, Colifornlo 92.128 Tel 858.385.0500, Fox 858.385.0400 OA l'E !Nl111\t. ~ Of WORI!; REVlSlON DESCRIPTION 3) CONTRACTOR SHALL REMOVE ANO O!S?OSE Off-SITE OUT Of Tri£ 4 CALIFORNIA COASTAL ZONE All OEB:!l-!S, lNCl)Jl)!NG BUT NOT LIMITED CONCRtTE, STEEL, ROCK, ASPHAt T, PIPE, BflOl(!i:N CONCM:TE, ~00, VEGETATION, UN-SUITABLE SOILS, ANO ALL OTHER M,ATER!ALS GE!IIE:Rlf!'EO BY THE BR!OGE f<OIOVAL, PREPARl\flON AND lNSTALLAllOH Of 1ltE REVETMENT, ANO OOAOWAY EMBANKMENT AHO PA\IEMENT WORK, COSTS ASSOCIATED WITH OE!'lRIS REMOVAL ANO OFF-SITE DISPOSAL SHALL BE iNClUOEO IN THE LUMP SUM PAYMENT FOO "OLEIIRlNO AND GRVBB!NC" 610 ITEM A·~ 2, ANO /OR THE LUM? SUM PRICE FOO •aRIOGE REMOVAL" BlD 11121.1 A-6, AND/OR THE UNIT PRICE FOO "ROADWAY EMBAN!<MENf' 1310 HEM A-J. NO OTHER COMPENSATION SHALL BE REQUfSTEO BY THE CCJNiRACTOR MOO APPROVE'D 8Y THE CITY. CALL TOLL !-l'l<G0-·4Z:2-41 ! BUil T" l,£GEND -----10-- -w--w:-- r PROPOSEO MAJOR CONl"ClURS PRO!>OS!':O MINOR CONTOURS EXISTING MAJOR CONTOURS EXISTING MlNOR CONTOURS POINTS Pf!O!>OSEO CENn::RllNE SHEET PILES BACKING NO. 2 PROJECT LIMITS TEMPORARY €SA FENCE RSP I'll TER f ABRIC iY!>E B UM! TS OF NEW RIPRAP 1{5 ,.,.,·.:/',,,,..:,,,:::, . c .:,,· !'J?l'¾,,,l/ EX. EDGE OF fl A,'/'EME:!11 T SECTION A-A FABRIC 1YPE !l SHEE:T PILES Al"f'ROX OG 0 I ' )( ~,,,,. ' '•*'*"• ·-·*'*~ \ l \ I I I ! l f flR.Of'OS£0 Effl.lDOE I l l , f . . .. ··.· .·· ...... •··.· · -: ·'-1---- b 1 I l "' i I STA: 100+ 78,!l5 ~ I 1 J;!:10 AflCH 105+50 , I i/ CL 15,52 ·:-•i ' ,,_,,,, .. _,, -•t''ti"'-•-· ,_ ; I ' ' I I I I l 1 © ~ ,,,,~ I TOC Of SLO?E ElC TOP Of' SI.OPE ~~~~~~,,.J~~·•···••,·,·-·~·•cc··•·•••·••·cc,·,,,,,,,, .. j.,,I,,,,.,?~., .. ,, .. ,,,,,. ,c,,,,.,,,,,,,,,,,,,,,,,,,"'",'''''"''''·•',f• , . ··~ ~~< • ' , I i I I l /"' €lt AC O!KE -"' --PROPOSEO l l ' t ' ' ! I I I EX!Sl'ING BRIDGE SCALE: l"= 10' ................... ·--·-···-·-·-··------· ······-·--· . ....... .. ~\r--· UMilS Of NEW RIPRAP ___ , ______ _j _ELEVA TIO'!_{LOOKING EAS12,. NOTE: FOR "ELEVATION (lOOK!ffG WEST)", "FOUNOA TION PLAN• SHEET NO SCALE CQNS7RUC7lON NOTES: (i) INSTALL ROCK SLOPE PROTECTION. -(LOOKING EAST) THIS ® THE LIMITS OF WORK SHOWN ON THE:SE PLANS, SHALL BE 0 CONTRACTOR TO BE R£SPONSl!:IU: FOR MAINTAINll'IG STABILITY Of' EXISTING ROADWAY OOR!NG EXCAVA 1'10!\I AND PLACEMENT Of RIP RAP. ' fQ C) · ··•· TOI' Of SLO!'E ::, OESCRIP TION REMARKS 122 l9875J6A,6 52J2456A4 t5.21 TOP Of SlO!'E ,,__""12=3""'_...""1""96~7""5;,;;;5.5.57 6232451.11 TOP Of SLO!'E 124 19e1rs1m·-"iilz4,.ifi:i'9 , roi'>~cif"~e--···-·-· 125 1987464,64 6232461.57 5,38 fLOWUfff DOWNSTREAM TOU 1 ~l::KIU-422-41 . ii ' i ' !I ! . 11 7 BUILT" ! IA 1~...,.~~ $ o•~ iJfti. ~"-~"=oa~--..:.....---"'-"'_''··--; O!::UNEA TEO WITH ORANG£ CONSTROCTION FENCl!i'G, PRIOR TO CONSTRUCTION. All AREAS OOTSiDE OF THE EXISTING ROADWA T ARE OONS!OEREO ENVIRONMENTALLY SENSITI\IE. TWO WORl<!NG DAYS BEFORE YOU me @ CONTRACTOR IS I\LLOWEO TO S'fORE HIS EOIJ!PMOff ANt'.l CONSTRUCTION MA TERlALS WITHIN THE IJM!TS Or THE EXSl TlNG ROAOWA Y, CONTRACTOR SHAU ~OVIOC CONTAINl,IENT BERM TO PREVENT POLLIJTNH OISCHARGE Fli!OM THE STAGING AREA. {CASQA 81.41' 1111.t~i), UNOEf! NO CIRCUMSTANCES SHALL CONTRACTOR EQUIPM(NT BE ALLOWED EASl' OF THE EASltRLY SHEET PILES AND WEST OF '!HE \/IESTERL Y SHEET P!U:S SHOWN. (D ROCK RIPRAP MAY BE ENCOOlf!ERED 8£LOW Ei!'.IS11N<l ROADWAY GRADE @ CON'!RACTOO TO PROViDE MEANS &: METHOO FOR 01\iEIHING TH£ FLO\'/ FROM ENCINAS CREEK TO TH£ OCEAN, © Tli!S CONTOUR LINE REPRESENTS THE APPROXIMATE LOCAllON Of THE HIOH 1lOE ELEVATION Of' (MLLW} OR Al"f'ROXIMA TEL.'\' 4. (NG\/0 29}. --··---~·-• .... ---·-------,·-•"'"'"•- ! Nolte Associot4!!s 4f717 15070 Avenue of Science, Suite 100 Son Diego, California 92 l 28 Tel 858 .. 385.0500, Fox 858.385.0400 --oArc Nli;i;[" •--o-~, ~ OF -K LAS ENCINAS CREEK BRIDGE ~ M:), !f!C,!Ji(!(JL CONSTRUCilON GRA!llNG PlAN PROJECT l,!Q, 3!ll9 EL 111.52± ft SBnd CARL!!eAO BOULEVARD 105+00 · J t_ I. • / : / 'i as I ; tt 15.5l i I . ! L .. ·----- i I i I PROF.!LE GRAQE_ NTS f'RECAST COOSPAl\i a!<IOGE ANO "" W!NGWAU.S (00 APPROVEO EQUAL) -~ ELEV~tJION. 1'' = 10' tl 15Al0 f)(!S11NG _ ... , SRll¼'E PLAN 1" = 10' • • I ) l l i i l ; 1 i 100+00 100+00 PR!CAST CONSPAN ----. BRIDGE APPROVED EQUAL) o• it Sl:lnd CAALSBAO BOUU:VARO I 43• BY CON SP AN ( OR APPROVED EOOI\IAU'l\iT)•• ~ ! 1' TY? ]~f PI C 8L .. SE..C JI ON NCJp;s· 1. ALL CAST-Iii-PLACE ANO PRECAST CONCRETE SHALL HAVE: A COMl'Yti<ESSIVE DESIGN ST!l!£NGTH f'c "' 4000 PSI AT 25 DAYS. ALL COOCRF.lt SUR.FACES EXCEPT FOI.JNOA 1100$, SLABS, ANO CUT-OFF WALLS SHALL OE IN'!EGRAL COLORED COOCRETE {SAN [)!fOO MESA BUFF). All EXPOSE[) CONCRETE SURFACES SHALL OE COA TEO WITH ANTI-GRA!'Fiil COATING. 4. Rt1NfORCIHG S'!Ea SHALL HAVE A MINIMUM COffCl<ETE COVER AS TABULA TED OELOW A. FOOTINGS, CUtol'f WALLS, WALLS ANO SLABS ... 3-IN. !!, ARCrL .............. ,, .......................................... . C. CURBS ANO lt.lllUNGS ............................................. 1 -IN. 5. All m::11-Jf'ORC!NC STI!EL SHALL SE fPiY>:Y COA rro. S. FOR 100-YrAR rtOOO WATER SURFACE f'.lEVA TION. SI':£ HYOOOLOG!C DATA SUMMARY TABLE ON "fOliNOA TlON PLAN" SHEET. CQtJSJRUC;DQij WIES; G) PAINT 8RlOGF 1-10. "57C-0790l" @ PAil'lT 8R!OOE NAME "LAS ENCINAS CREEK BR!OGE" @ UM!TS Of ANTI-GRAFTlil COATING 1" = LEGEND: APPROX!M.ATE LIMITS OF EXlSUNG FOONOAUON ANO SLAB A EXTEND cvr-orr WALL '-o· PAST Ba ANO EB & CONNECT TO WW fOOTING PER MANUfAC1URERS IJETA!lS ✓~~-. v·~~-·v-~ \ ll ~~~~ C ~~~.SEE ~ "ELEVATION (LOOKl!IIG WEST)" ON "FOUNDATION r ~1!'.!!~~~.r'--' •• THE tUMP SUM PRICE PAIIJ FOR THE CONSPAN ARCH SR!Qr.,£ (OR EOltAl}. SHALL !NCl!JDE FLlll COMl"O>ISA T!ON FOO l'URN!SHINO All LABOR, MJ!;l'ERIAlS. TOOLS, E:QUIPIJENT, ANO !NC!OE:NTALS • INC.l!JOING EPOXY COATED REINFORCING SltEl REQUIRED, ANO FOO OO!NG ALL WORl,: 11-1\/0l \IEO IN CONSTRuCnNC THE SfRUC1lJRE. SLAB SUPPOOT!NG A THE ARCrl t.JN!TS, AS WEll AS THE CU f-OfF \'IAllS, ~ ~ AS SHOWN OH TH£& PLANS, ANO AS OlR£CTt0 BY ,_,,--r-... .,,,, -~--, ~ ROCK ' SAC:k SUJ#Ut Y CALL 1-·13•00--422-41 .)J 1---:!!A""Tt"'' -1-:11<1=-::. ·"'11111.:c:-l---------------+-::!JA,-:Tt:::-+c-:!H:=l'!lc:cAl.-+-::-:-:=••+iPirn;_;:· OIGINEO Of ~l REVISION DESCRIPTION 0116 ~!'I.. BUil T'' RCE OF CARLSBAD ERlNG OEPARTMENT LAS ENCINAS CREEK BRIDGE MDGE IIO. 5?G..0Nll. OCNl'JUI.. PLAN 105+00 12':I: • ~ 1 1 "' I -l I I I I I 1r--··--:-·-! -' OENER/\L NOTFS LOl\0 F/\ClOR DCS!GN OCAO LO/ID: !J\'E LOADll'IG: SEISMIC LOAO!MG: fOOUl'IG PRESSURE: / ! I I i ~·--·£i(!SilNC Sll\B ANO C'A.JTOff WALL TO COMl'LEffi Y REMOVE.tl PLA~J f' = 10' Bl'llOGf QESl(;N SP€:ClACl\110NS (1983 AI\SHlO \liliH INTERIMS A.NO RE\/!SKlNS BY CAL TRA.NS) lNCUJDES JS FOR FUTURE 1<111:)1\RING SURFACE HS20~ 44 ANO AL fERNA TIVE /\NO PERMIT OESlGN LOAD PEAK GROUND /\OOELERA T!OW.,0.5g SOiL PROFILE TYPE 0 (stlSM!C DESIGN CRITERIA, 2006, TA!ri.£ !l.1, APPENDIX !l) w 60,000 = 4,000 1)$1 n ~ IJ TI<AHSVERSE StASS (WORKING STRf:SS DESIGN) ~ 20,000 pill = 1,200 µsi n cs 10 ALLOWABLE !!EARll'IG NOMINAL BEARING CAPACITY CAPACITY RETAINING WAll.S: k;,f 8.5 ~;,f SI.A!ll BOTTOM: 275 8.0 l<ll!f BfflOGE: , §TA _105+94.02. 31.3:2' LT LIM Of fOIJNOATIOH REMEDIATION I I ! I --·· ?RECAST CONSPAN BRlOGE ANO W!NGWALLS (OR i!IPf'ROVEO EQUAL) _ELEVATION (LOOKING WEST) 1 ti = If Pit£ fOONOATIOl;I !S ENCOONTl:JtEO DURING BRIDGE REMOVAL OPERATIONS, OOM1RACTOR SHALL NOTlfY ENGl!IIEER ANO SHALL CLEARl Y MARK iH£ APf'ROXIMA 1'E LOCATIONS OF THESE PltE:S ON '-'\....._;,;r.1-1,r fOONOATION PLAN SHEET PRIOR ro CUTilNG Off THE TOP J FEET. BU C E A T y RE T A Thlf SlTf. owm TOR ,ALL MO ALL AC PA\ll'.Mfl1H WITHiN THE UM!TS OF THE PROJECT TO OETD<MINE WHETHER OR NOT SAWCllrTING Will !lE REOOIREO. IF CONCRETE PA \IEMENT ENCOOIHEl<lcO, '!HE CON IRACl LUMP SUI/I PRICE l'AIO FOIi! BRIDGE REMOVAL, SHALL i!IICLUOf FULL COMPE:NSATION FOIi! FlJR!,llSHING ALL LAllOR, MI\Tffl:IALS, TOOLS, EOOll"MENT, ANO INCIOENTALS, ANO FOR DOING THE WORK INVOLVED IN SAWCUTTING, RiilllO'\/!NG, ANO DISPOSING Of ALL CONCRE'!E PAVEIIIEl'fl; /\NO NO I\OOlTKlNAL COMPENS/\ rtON SHALL Bf /\llOWEO THl:REFOR. EXISTING SLAB /\NO CUTOff WALLS TO BE REMOVEO. llMllED AS-BUILTS ARE I\VAILA81..E FOR ABUTMENT AND WINCW/\ll FOOTINGS TO B£ REMOVED. S. WEEPHOLE ANO PER\/IOUS !l/\Cl<.FlLL Ml\ TERl/\l SHALL Br PLACED SEHINO W!NGWALLS PER ~ <"""~----··--·-, •-·--~· .. - HYOROLOOC DATA SUMMARY ---~-,.. --DESIGt\! I OVEl!TOPPl!IIG FtOOO __ .. J __ ,_ fLOOO SlANOAAO FLOODS ,---- FREQUENCY {YEARS) so 100 100 N/A ·•---·-•-··~~"-""'"""~ --o•"-,,_,;M~--.,~-• DISCHARGE tl.:r;:,J N/A 2000 2000 ---WAn::R SI.JRfACE El.EVA TION N/A 13.23 lJ,2:J A 1 aR!OGE (FT) -"~--"~"-"~~---~ -- l¾OTE: FLOOO Pl.All\! DATA ARE 811.SED UPON INFORMATION \lllliEN THE PLANS WERE PREPARED. THE ACCURACY OF SAID 1NfORMA1lON IS NOT WARRANT£!) BY THE CITY Ori NC'A.1£ ASSOCiA iES, INC. AI\ID ll'ITERESTEO OR AffEC'!tO PARTlfS CAN MAKE THEIR OWN !N\IES11CATIONS. Nolte Associates i 5070 Avenue of Science, Suite 100 Son Diego, Collfornio 128 85~p 0, fox 858.385,0400 f,' J r l N/A -- N/A (l) I I I I APPROX!MA TE LIMITS OF EXISUNO fOUl\!OA noo AN.0 SLA8 LIMITS Of PROPOSED rao BY MANUFACfURER IN l\(,'CORDANCE WITH (',EQTI::0/4 REPORT BY GEOtOOC ASSOCIATES THESE O!MENS!ONS WILL VARY BASED ON I.HE APPROVE!) W!NOWALL VOO!lNG WIDTH BlJILT" LAS ENCINAS CREEK BRIDGE MJOOiE NO. 57C,4,Yfl!J()L FOONDA TlON PLAN VI 0 :::; i m G) ,... O'l S, 4:l,, Qi i,.> 1,/l I er, N HILTON TRAFFIC t MODIFIED CJ-4 (FLASH 1) (FLASH 2) (FLASH 3) DETAIL "A" CHANGEABLE MESSAGE SIGN EIM>O'o, t i5 0 :;i u,s ROl'"'5 [)I ~ ~ cans1:>ad 8Nd ----------------~----------- QOSED DURING CONSTRUCTION SanD< PROJECT SITE CLOSED PORTION OF SOUTHBOUND --- CARLSBAD BOULEVARD DETOUR PLAN NO SCALE I (J =t> .. ~o, 6 • ~ • .. ., 1' u .. "' ..,.~.! • ,& i ~•-Dr <l-Catlsbad Blvd =t> ., • .. ... --------------------- CDP 09-08 SUP 09-03 HMP 09-06 5 1/'i Jg 1 io I t Cal!sb -=I> DETOUR ROUTE -BEACH PARKING LOTS PROJECT SITE (LAS ENCINAS CREEK BRIDGE) TRAFFIC SIGN CHART CARLSBAD BL VD. CLOSED TO THROUGH BICYCLE TRAFFIC AHEAD MODIFIED CJ-I HILTON TRAFFIC ~ MODIFIED CJ-5 BEACH ACCESS MODIFIED CJ-6 (FLASH 1} (FLASH 2) DETAIL "B" CARLSBAD BL VD. SOUTHBOUND CLOSED AHEAD MODIFIED CJ-2 BEACH ACCESS +- MODIFIED CJ-7 (L) CHANGEABLE MESSAGE SIGN BEACH ACCESS -+ MODIFIED CJ-8 (R) {FLASH 1) {FLASH 2) (FLASH 3) DETAIL •c• CHANGEABLE MESSAGE SIGN ~ BIKE ROUlE 011-1 [:2~s] END DETOUR 1./4-BA §) 1ER R5-1 SC9 11'4-2 G20-1 (MODIFIED) ® R5-6 [ RO:~K) G20-2 GJJ-7 ~l 8 DETOUR • M4-9A (L OR R) Rl-1 Rl-2 ® ® ROAD CLOSED RB-JA R9-3A Rll-2 _U\I DE SC9 (L} SC9 (R) SHARE THE 1500 FT. ROAD W/6-1 W/6-2 [TEMPORARY) M4-7 ~ RJ-2 ROAD CLOSED TO THRU TRAFFIC Rll-4 ~ Wl-6 (L ORR) DETOUR AHEAD 11'20-2 DETOUR M4-8 ,. ONLY RJ-5 (R) NO U TURN R73-4 BE PREPAR TO ST WJ-4 ROAD CLOSED AHEAD 11'20-3 ••• ----• HIil- CALL TOLL FREE 1-800-422-4133 LEGEND MOVABLE WOODEN BARRICADE, DIMENSION SHOWN ON PLAN (TYPE Ill, WITH FLASHING BEACONS) K-RAIL, WHERE SHOWN SIGN, AS NOTED CONE SAND FILLED CRASH CUSHION, CAL TRANS STANDARD PLAN A818 "AS BUil T" ~~~~~EX~P.~it~P,,'._ 5 ~jo TWO WORKING DA VS BEFORE YOU DIG INSPECTOR 1---+--+-------------t--+--+---t----t I SH7EET I CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT ~ ~-------~----------------{----+----11-----------------+--+---+--+----t :::M:::;P:;RO;:~:::;EM~E~lvT;:P;:IAN:::::';S::::;F~OR;::=::============='....':::===: ~QfESSr JACK L ABCARIU -40459 No lte Associates 15070 Avenue of Science, Suite 100 San Diego, California 92128 Tel 8 . 85. 500, Fax 858.385.0400 /01,1.. ft,a ~ LAS ENCINAS CREEK BRIDGE BRIDGE NO. 57C-0790L DETOUR PLAN APPROVED WILLl~-,PLUMMER ~-e~ ... 1------4--+----------------,---+--t----+---t DEPUTY aTY ENGINEER PE28176 EXPIRES J JI 10 DATE OWN BY: ---PROJECT NO. I DRAWING NO. CHKD BY: ---X 3919 4611-2 RVWD BY: DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL Vl 0 ~~ (1) (j) rl --.J 0 .j::,, -CJ) I-' y, CJ) N c&il> l DETOUR • M4-9A (L) ' i CARLSBAD BLVD. CLOSED TO THROUGH BICYCLE TRAFFIC AHEAD <"1t>~ DETOUR • M4-9A (R) ~ BIKE ROUlE TEMPORARY M4-7 CARLSBAD BOOL£V~ .. • GRAPHIC SCALE o· 20· 40• 50• 90' 120· 1ao· 240' ~!"""'§~""""""!'!iiiiiiiii~-!!!!!5iiiiiiiiiiii;;;;;;;;;;;;;. JACK L. ABCARIUS 40459 SCALE: 1 "= 60' Nolte Associates 15070 Avenue of Science, Suite 100 San Diego, California 92128 Tel 85 . 85.0 00, Fax 858.385.0400 /~ ~ BIKE ROUlE 01 - ~-1 TEMPORARY r ,. CALL TOLL FREE 1-800-422-4133 TWO WORKING DA VS BEFORE YOU DIG ., CDP 09-08 SUP 09-03 HMP 09-06 0) '-~ ~ t:J (.ij ~ .._ -J G --·-i-::. ~ BUil T" lk~CZE4~~0;,.l/.l..~~,A~EX~P:li.~::~.~trr: * I S~EET I CITY OF CARLSBAD ~ 1-----+--+--------------i-----t-----i---r------i ENGINEERING DEPARTMENT ~ 1-----+---+--------------r-----,----,---,---, DA TE INITIAL DATE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL MPROVEMENT PLANS FOR: LAS ENCINAS CREEK BRIDGE DEPUTY CITY ENGINEER OWN BY: ___ , CHKD BY: ---, RVWD BY: BRIDGE NO. 5TC--0790L DETOUR PLAN Pf 28176 EXPIRES J 31 10 PROJECT NO. I DRAWING NO. 3919 . 465-2 V'l 0 :r :E ro ro G) ,..,. 00 0 .i::,. -0) ..... l/1 ' 0) N AlfMIM ... GRAPHIC SCALE o~-· iii2!!!0!!!· ~4oiii'.6iilO;;,..'-g;oii;;·--~12~0~·--~1B;;:o~·----~240 , SCALE: 1 "= 60' CALL TOLL FREE 1-800--422--4133 "AS BUil T" RE El',£D BY: CDP 09-08 SUP 09-03 HM P 09 -06 tlt.c:/0 ' oi TE TWO WORKING DA VS BEFORE YOU D10 u D~O ~ 0 ,L 2 /, INSP cTo"rf'< ~ 4~\;t~o ~ CITY OF CARLSBAD ,---==~;;~:_--T----------------f't=-~;=--==jf==--===--=~F_===--===--===--===--===--===--===--===--===--===--===--===--===--===--==~J~=-~==-~=tr==-~==-=-it=-~==-~=1t;~~;?d L....:_J ENGINEERING DEPARTMENT I ,~of£SS I IMPROVEMENT PLANS FOR: LAS ENCINAS CREEK BRIDGE BRIDGE NO. 57C-0790L fsHEilll ~ ACK L ABcARius Nolte Associates D 40459 15070_ Avenue of Science, Suite 100 'r====~====~==============================~~====t ====E====i ===3 ~~~~~~~==E=;;T;';O';;'U~R;;;P;;=L=A=N=======d • San Diego, California 92128 t--,--t-----------------J--+--l--=r==-1 I APPROVED Tel 85 .3 5. 00, Fax 858.385.0400 1-1--r --t--------------+--1---1---=::J=~ ~~~ ~!i:;~~~~~.,.,--~~ 't~m[iiiiTI.~---------------+-;;-:-:;:;:-h:=-c:+--,-,,-,---L.-==:J c:=o~EP~u~TY~aTY=_=_E=N~GI-N=_rr~R=i-;= ,=PE=2=a~1~16~Ex~P~1R~Es~3 ~3~1 ~10!;;::::i□!Arr~:::! /tJ,#L /,,,o DAIT INITIAL 1DWN BY: ~ ENGlNEER OF WORK REVISION DESCRIPTION DAIT INITIAL DAIT INITIAL CHKD BY: ---1 PROJECT NO. I DRAWING NO. D TE OTHER APPROVAL CITY APPROVAL RVWD BY: 3919 . 465-2 l/) 0 l~ ro Cl rt <.D 0 -i::- -en ~ If en N CARLSBAD BL VO. SOUTHBOUND CLOSED AHEAD MODIFIED CJ-2 1500 FT. DETOUR AHEAD CARLSBAD BL VO. SOUTHBOUND CLOSED AHEAD GRAPHIC SCALE W20-3 o· 20' 40' 50• go' 120· 1so· 240• lii.iiil!~iioiil!!!!~iiiiiiiii;~-~iiiiiiiiiiiiii~ QOFESS/~ ~ ACK L. ABCAR1US i "' 40459 SCALE: 1 •= 60' Nolte Associates 15070 Avenue of Science, Suite 100 San Diego, California 92128 Tel 8 8 . 85. 500, Fax 858.385.0400 /(),J,, /4,q ~ HILTON TRAFFIC t DETAIL /4AD •. CLOSED AHEAD CDP 09-08 SUP 09-03 HMP 09-06 ROAD 'MJIIC NEXT 2 MILES G20-1 {MODIFIED} BUil T" .,._ .,._ 1-- ~ ~ t::: Crj L..J ~ -.J G 1-:: ~ CALL TOLL FREE r---__ .:/t,~t-.,~~~ ~~::::::,,_ 1-800-422-4133 RCE 'lf)ll.£!J REVIEWED BY: TWO WORKING DA Y8 BEFORE YOU DIG .ua~.!!'"'.!~~Pll....;0~.::a61i7~1(;..---rn/2 il1tvo INSPECTOR JL.,..---q DATE ~ CITY OF CARLSBAD m 0 ENGINEERING DEPARTMENT 6 IMPROVEMENT PLANS FOR: LAS ENCINAS CREEK BRIDGE BRIDGE NO. 57C-0790L DETOUR PLAN APPROVED t----+---+---------------1--_j__-----+ _ ______j'---_Jl-4;t:,;:::'""'1-,.,.__I.:.:.Z:~ iill-,11::l-___ IO-Z~--(2! DEPUTY CITY ENGINEER PE 28176 EXPIRES J J1 10 DA TE DWN BY: PROJECT NO. I DRAWING NO. 2~ ~r--3919 . 465-2 DA 1E INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DAlE INITIAL Oltt[R APPROVAL CITY APPROVAL -~11,\1\ \t V, 0 ::r (1) ~ (1) .... G) I-' 0 ~ 0 0) -u, I-' I 0) rv 1-- tj V5 t:l (rj ~ -.J (5 I-;;: ~ CARLSBAD BLVD. SOUTHBOUND CLOSED AHEAD ROAD CLOSED AHEAD CARLSBAD souLEVARO SOUTH HILTON TRAFFIC t ROAD CLOSED AHEAD 150' SC9 ROAD a..OSEO AHEAD DETOUR M4-8 W7-6 {R} ONLY RJ-5 (R} ~ RS-1 ROAD CLOSED 100• ® ~ RS-6 RJ-2 ® R9-JA CDP 09-08 SUP 09-03 HMP 09-06 • • • • • • • • • RB-JA [ZJ COVER / BAG NORTHBOUND LEFT TURN /NO/CA T!ON ON A/AST ARAI. BUil T" GRAPHIC SCALE o· 20· w· 50• 90• 120· 1ao· 240' ~~~~~~-""'!5iii;;;;;;;;;;;;;;~ SCALE: 1 "= 60' CALL TOLL FREE , 1-800-422-4133 TWO WORKING DA VS BEFORE YOU DIG ?TD BY: ~o~cP£:/..G!2 1----+---+-------------------t------t-----t--i-----, ~ crrN!NE~rG £t~JE~~AD ~ ~ IMPROVEMENT PLANS FOR: -----~------------l---+---+------------+--+--t-----t----1 LAS ENCINAS CREEK BRIDGE ESS1~ '% CK L ABCARIUS t ,, 4-0459 Nolte Associates 15070 Avenue of Science, Suite 100 San Diego, California 92128 Tel 85 .3 5.0 00, Fax 858.385.0400 /(J /fL Ina ~ BRIDGE NO. 57C-0790L DETOUR PLAN APPROVED WILLIAM £,.EJ.,~MER ,t4Z-41s ", t: ~-•:•-1 1-----+---!--------------t---+---t--t---1 DEPUTY CITY ENGINEER PE 28176 EXPIRES J JI 10 OWN BY: ---PROJECT NO. I DRA'MNG NO. CHKD BY: --3919 465-2 RVWD BY: DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL Vl 0 -:::J" (1) ~ (1) G) .... I-' I-' ~ 0 (j\ -u, I-' I (j\ l'v HILTON TRAFFIC t MODIFIED C3-4 CARLSBAD BLVD . SOUTHBOUND CLOSED AHEAD CARLSBAD BL VO. SOUTHBOUND CLOSED AHEAD DE1'0UR +- CARLSBAD BL VO. SOUTHBOUND CLOSED AHEAD CARlSBA0 BOULEVARD DETOUR ➔ DETOUR M4-8 GRAPHIC SCALE o' 20· 40' 60' 90' 120' 180' 240' ~~~~~~-~~---iiiiii SCALE: 1 • -60' • • A "8ilDA ENCINAS 4000' • • CALL TOLL FREE 1-800-422-4133 TWO WORKING DA VS BEFORE YOU DIG • "AS UIL T" CD P 09-08 SU P 09-03 HMP 09-06 ~Of[SS/ J~K L. "8CAAtU l---+--+-------------+---t---t-----1t------t ::;:I :;;:;:2 ~1 ;:;:;;C::;:;IT:;:EN;;Yi:;NE=9=Rr=NG=£=t=~=~=Es=NT=B=A=D:::::::...:::I =6==:I IMPROVEMENT PLANS FOR: -----~---------------,1--------,--+---------------t-----t-~~~~9 LAS ENCINAS CREEK BRIDGE No. ,40"459 Nolte Associates 1 5070 Avenue of Science, Suite 1 00 San Diego , California 92128 Tel 85 3 5.0 00, Fax 858.385.0400 ':ftlZl{.4..,d~~ /~~:? DA TE INITIAL ENGINEER OF WORK DA.TE INITIAL REVISION DESCRIPTION OlHER APPROVAL DA TE INITI Al CITY APPROVAL APPROVED BR/OGE NO. 57C-0790L DETOUR PLAN VI 0 :,- (1) ~ (1) .-+ G) ..... N .l::,. 0 0) -V, ..... I 0) N ROAD CLOSED R11-2 __ ___, c::: STOP R1-1 (MOUNTED ON K-RAIL) CARJ.SBN) B00L£VARD NORTH -... /4 BE . PREP • '\ro Sli SURFSIDE LANE 1/ ROAD ."-CLOSED "-. AHEAD [I] RESET SIGNAL FOR TEMPORARY RED flASH, ALL DIRECllONS. [l] PAINT Olf"R CONfl!CllNC PAlf"MENT ARROWS. Q] COYER CONfl/CllNC R5-1 ANO R6-1 SIGNS. (i] SAND RLL[O CRASH CUSHION CENTERED /lf7HIN LANE, PER CAL TRANS STANDARD PLAN ABIB. NO U TIJRN R73'=-4 STOP R1-1 GRAPHIC SCALE ~ BIKE ROUTE D11-1 TEMPORARY o· 20· 40• 60' 90• 120· 1ao· 240• ii.iii~~~!!!5.~~-~iiii;;;;;;;--~ 1000· CALL TOLL FREE 1-800-422-4133 TWO WORKING DA VS BEFORE YOU DIG CD P 09-08 SU P 09-03 HMP 09-06 DETAIJ. "8" BUil T" I~~~ ml1..:2/10w INSPECTOR oAff i-------t--+---------------11------1------i---l----l ~ CITY OF CARLSBAD ~ SCAL£· 1. = 60' L.::.._j ENGINEERING DEPARTh1ENT ~ 1 ------11--------------+--+--+---------------f----~-+-~-----1 ;;;:,M~PR;;O;:;VE;;M;EN~T;;P;:LA:;=NS;:F;;O:;R:=::::::::::::::::::::::::::::::::=::==='-==~ LAS ENCINAS CREEK BRIDGE ~ROFESSJ JACI< L. A8CARIU No. 40459 Nolte Associates 15070 Avenue of Science, Suite 100 San Diego, California 92128 Tel 85 .3 5.0 00, Fax 858.385.0400 ~ BRIDGE NO. 57C--0790L DETOUR PLAN APPROVED ~LL/AJA E. PLU MER t----+---+--------------1-------1--------+-~'--__j l,4!:~~lkl._,t',,G:__2:;::. ~-1<:k::__ __ /t7 -2Q -t7:!l DEPUTY CITY ENGINEER PE 28176 EXPIRES J JI 10 DATE DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL OTHffi APPROVAL DWN BY: PROJECT NO. I DRAWING NO. CHKD BY: --3919 465 2 RVWD BY: - DATE INITIAL CITY APPROVAL V') 0 :::r rt) :E rt) ,..,. G) f-' w ~ 0 0) ..., V, f-' ' 0) N DETOUR t scg ! • f I ! I "'t ' I ' Q TEMPORARY GRAPHIC SCALE o· 20· 40• 60' 90' 120· 1ao· 240• ---'!!!!!!!!ii.i~~~"""""""'~~~ SCALE: 1 "= 60' JACK L. A.BCARIU 40459 M E\l Nolte Associates 15070 Avenue of Science, Suite 100 San Diego, California 92128 Tel 8 . 85. 00, Fox 858.385.0400 ~ 1q,f~/49 ,,. ..OATE • • LEV D£rollt ~i DETOUR • MA TCH LINE 5.r-r- t.::.L SHEET CALL TOLL FREE 1-800--422-◄133 TWO WORKING DAYS BEFORE YOU DIG CDP 09-08 SUP 09-03 HMP 09-06 • BUil T" REVIEWED BY: ... ~6s4PE,liCll.~o""I ...... ~':.!i--,,;O:,,...,. ,,=!!::I.£~=-rwoW'0 LAS ENCINAS CREEK BRIDGE BRIDGE ND. 57C-0790L DETOUR PLAN VED • Wl!j,JAM i---r--t-------------+---l---l--l-_JJ.&:~~~~~~.,.111::1:::::1.-~~;a-u-~ ce0£~P~UTY~C~ITY::::::=EN=C.::N~EE=;R-;=P:::E:::28~1~76~EXP~IRE§S::::J~J1~1~0~~D~A~TE===:! 1n~"t..;;,;-;:;-t-------------i--+---l--L-__J,,DWN __ _ DATE INITIAL TE BY: PROJECT NO. I DRAWING NO. DA INITIAL DATE INITIAL CHKD BY·, __ _ OlliER APPROVAL CITY APPROVAL RV'WD BY: 465-2 ENGINEER OF WORK REVISION DESCRIPTION 3919 1;;i~\~\~ ~o (1) ~ ~ G) I-' +=-+=- 0 O'l -V, I-' I O'l N ...., f ¼t ~ .... -- GRAPHIC SC,41 F' o· 20· 40• 60' 90• 120· 1so· END DETOUR 240' ----------- SCALE: 1 •= 60' MATCH LINE SEE SHEET . 14 CARLSBAD BOllEYARD DEroUR t END ROAD WORK CDP 09-08 SUP 09 -03 HMP 09-06 _..-,1~G2!!:0-~2:!.b.i..aJ. --~--. -u -~ -'!M -t:. -,_ -"SJJ--~-.-L·-.£-~-!WI-.. ---ii!-i:;.-_--~-..L~~~ ..... -:....~~-....:-::..-_.-.... -_-_-... -::2--llliii~ ::;,_-~-;.!I-~-.:..-_:·• :t:-.JL:~-~-~ ....!....,_.!J!:::::2..:l ~ ~ K L !BCHIYS ~ ,0409 . 03/31/11 Nolte Associates 15070 Avenue of Science, Suite 100 San Diego, California 92128 Tel 85 .385. 500, Fax 858.385.0400 /~ ffi CALL TOLL FREE 1·800-422-4133 BUil T" TWO WORKINCI DAY8 8EPORE YOU DIG ~ CITY OF CARLSBAD ~ t---t----i--------------1---l-----+--.J-----1 L__2:_j ENGINEERING DEPARTMENT ~ ~1,1T<ipR~O~VE~ME~IIT~PLAi7N~S~FO~R~: =::::=::::::::::::::::::::::::::::::'::==~=~ LAS ENCINAS CREEK BRIDGE APPROVED VIILUA BRIDGE NO. 57C•D790L DETOUR PLAN UMMER Vl 0 ~~ ~ G) I-" lJ1 .j::o 0 0) --+, lJ1 I-" I CJ) N LEGEND --~0--PROPOSED MAJOR CONTOURS PROPOSED MINOR CONTOURS EXISTING MAJOR CONTOURS EXISTING MINOR CONTOURS EXISTING FLOW ARROWS PROPOSED CENTERLINE SHEET PILES ~ 2-TON RIP RAP GRAVEL BAGS EX. EDGE OF PAVEM!'.NT ~ -----PROJECT LIMITS ESA FENCE 104+50 EX. AC DIKE LEGEND (D ALL GRAVEL BAGS, FIBER ROLLS, OR OTHER APPROVED BMPs MUST BE REPAIRED OR REPLACED WITHIN 24 HRS IF TORN OR RIPPED .(CASQA SE-6) ® SOUTH CARLSBAD BLVD. MUST BE KEPT FREE OF ALL SEDIMENT, DEBRIS, AND LITTER THROUGHOUT THE DURATION OF THE PROJECT. WEEKLY STREET SWEEPING (MANUAL OR BY TRUCK) IS REQUIRED WHEN THERE IS EXCESS SEDIMENT ON THE ROADWAY. (CASQA SE-7) ALL MATERIALS AND EQUIPMENT STORED ON SITE ARE TO BE ELEVA TED AND COVERED WHEN POSSIBLE TO AVOID DUST OR CONTACT WITH STORMWATER RUN-OFF. (CASQA WM-2,3) ALL MATERIAL LAY-DOWN AREAS ARE TO BE KEPT WITHIN THE PAVED LIMITS OF CARLSBAD BLVD. GRAVEL BAGS, OR APPROVED SUBSTITUTE SHALL BE PLACED DURING RAIN EVENTS TO PREVENT RUNOFF FROM ENTERING THE CREEK OR THE PACIFIC OCEAN. (CASQA WM-2,3) GRAVEL BAG CHEVRONS SHOULD BE ADDED ALONG CURB ON CARLBAD BLVD, SOUTH OF THE BRIDGE AT 10-15 FT INTERVALS (CASQA SE-6) SHEETIPILES WILL BE UTILIZED UPSTREAM AND DOWNSTREAM OF LAS ENCINAS CREEK TO DIVERT WATER FROM THE PROJECT AREA (CASQA NS-5) 0 ALL DISTURBED VEGETATED AREAS TO BE RE-SEEDED WITH A NATIVE SOIL MIX (CASQA EC-4) 20.0' 0 000 I . 14.0' . I I =:> ~ 105t □□ -------11 - I 1 STA: 105+40.32 H I I I I I I I I I ,-.I\. I I -.,,., I I I I I I I I f----.A I I -.,,., I I I I I I I I I I I I 0 ,ri 0 N 0 <ti STA: 105+ 78.65 END ARCH EL. 15.52 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I <i= 106+00 <i= <i= WATER POLLUTION CONTROL PLAN SCALE: 1"= 10' CONSTRUCT/ON NOTES: 1. ALL BMPs TO BE INSPECTED WEEKLY DUR ING THE RAINY SEASON (OCT 1-MAY 1) AND Bl-WEEKLY DURING THE NON-RAINY SEASON 2. 3. 4. 5. ALL CONCRETE SHALL BE DISPOSED OF IN A PROPERLY LINED CONCRETE WASHOUT OR REMOVED FROM THE SITE FOR PROPER DISPOSAL. (CASQA WM-8) ALL GARBAGE IS TO BE STORED IN LINED, LEAK-FREE CONTAINERS AND MAINTAINED COVERED AT ALL TIMES.(CASQA WM-5) EXISTING PAVEMENT ON CARLSBAD BLVD WILL BE REMOVED AND REPLACED FOLLOWING INSTALLATION OF BRIDGE. (CASQA NS-3) WITH EXCAVATION ALONG THE COAST, DEWATERING FROM GROUNDWATER IS EXPECTED (CASQA NS-2) Nolte Associates 15070 Avenue of Science, Suite 100 San Diego, California 92128 Tel 85 . 5.0 00, Fax 858.385.0400 /~ 106 50 I EX. TOE /OF SLOPE ~EX. TOP OF SLOPE I • 10'-15' TYP .. 1 ® I 000 f- CALL TOLL FREE 1-800-422-4133 107+00 I TWO WORKING DAYS BEFORE YOU DIG INSPECTOR CDP 09-08 SUP 09-03 HMP 09-06 BUil T" t----+--t-----------+---1------+--+------1 ~ CITY OF CARLSBAD ~ ~ ENGINEERING DEPARTMENT ~ ~M::;P;:RO;;l-::;EM~E~N;:T:;PLAN~S~F~OR~:=::::::::::::::::=::::::::::::==::::::::::==:1.._l:::==~ DA TE INITIAL DATE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL LAS ENCINAS CREEK BRIDGE BRIDGE NO. 57C.()790L WATER POLLUTION CONTROL PLAN APPROVED WILLJAM E. PLUMMER DEPUTY .CITY ~NGINEER PE 28176 EXPIRES 3 JI 10 /O-t{'.;OJ DWN BY: MN PROJECT NO. 3919 CHKD BY: ,IMC RVWD BY: I DRAWING NO. 465-2 ~--------' ~o Cl) :§: ~ G) I-' CJ) .i::,. 0 O'l -l.11 I-' I O'l N