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HomeMy WebLinkAboutDWG 486-4; CT 14-03; BEACHWALK AT MADISON; 01-02GENERAL NOTES I. 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 PORnON OF THE CARLSBAD MUNICIPAL CODE, RESOLUnON OF CONDlnONAL APPROVAL, CITY STANDARDS OR OTHER ADDlnONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. J. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER- OF-WORK FROM RESPONSIBILITY FOR THE CORRECnON OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER r.lLL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CER11FICA TE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADD/lJONAL INSURED ON THE PERM/TT££'$ POLICY IN THE WNtMf/M AMQI/NI OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WR/lJNG TT-IE POLICY MUST HA VE A RA 11NG OF "A-• OR Bf;TTER AND A SIZE CATEGORY OF CLASS VII OR BETTER AS ESTABLISHED BY "BESTS KEY RA TING GUIDE. 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE 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 r.lLL BE MADE TO THESE PLANS r.lTHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND TITLE SHEET. ' 8. ORIGINAL ORA WINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 9. THE ORIGINAL ORA WING SHALL BE REVISED TO REFLECT AS-BU/LT COND/lJONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 10. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL 11MES DURING CONSTRUCnON. 11. WHERE: TRENCHES ARE WITHIN CITY EASEMENTS, A SO/LS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACnON 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 DAYS OF COMPLETION OF FIEW TESTS. THE WRITTEN FIEW COMPACTION REPORT(S) SHALL BE IMMEDIATELY SUBMITTED TO THt CITY fNG/NfERING INSPECTOR UPON COMPl£110N OF THf FIELD TESTS. 12. A PRECQNSmllCTTON MEETING SHA/ I BE HE1 D AT THF:: SITE PRtDR TO THE BfGINNING OF WORK AND SHALL BE A TTENDtD BY ALL REPRESENTA nVES RfSPONSIBLE FOR CONSTRUCTION, INSPfC110N, SUPERVISION, TESTING AND ALL OTHfR ASPECTS OF THE WORK. THf CONTRACTOR SHALL SCHEDULE THf MEETING BY CALLING THE INSPfC110N LINE AT (760) 438-3891 AT LEAST FIVE(5) WORKING DAYS PRIOR TO STARTING CONSTRUCnON. APPROVED DRAWINGS MUST Bf AVAILABLE PRIOR TO SCHfDULING. 13. ALL INSPECTION REQUESTS OTHER 11-!AN FOR PRECONSTRUC110N MEETING WILL BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION RfQUfST LINf AT q60k43B-3891. INSPECTION REQUfSTS MUST BE RECEIVED PRIOR TO 2: 00 P.M. N J DAY BEFORE THE INSPECVQN IS . NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORI( DAY UNLESS YOU REQUEST OTHERWISE. RfQUfSTS MADE AFTER 2: 00 P.M. WILL Bf 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 SAFfTY DtVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFtTY AND HEALTT-1 STANDARDS, LAWS AND REGULATIONS. 15. 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 EXCAVA 110N OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLA noN THEREIN. THIS PLAN MUST Bf PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCA VA 110N. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS £$TARI tSHEQ BY 1Hf CQNSTR/ICTTON SAEEIY QRDFRS 1111 E B CALIFORNIA ADMINISTRA 11\1£ CODE. THB PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCA VA 110N PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCA VA 110N. 16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE DURING CONSTRUCTION, OPERATIONS Wll I CFASf I1,fMFDIAm Y AND THE PERM/TT££ WILL NOTIFY THE CITY ENGINEER. OPERA 110NS r.lLL NOT RfSTART UNnL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 17. ALL OPERA noNS CONDUCTED ON THE SITE OR ADJACENT TT-IERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARWRE OR OPERA 110N 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 6: 00 P.M. EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERA 110NS SHALL Bf CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 18. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEfR FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLf FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG 1HE HAUi ROUTE 9R ADJACENT S1REETS AS A RESULT OE 1HE GRADING OPERA 110N. 19. NO BLAST/NG SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED BLASTING PROGRAM. 20. THE EXISTENCE AND LOCA 110N OF UTILITY STRUCWRES 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 STRUCWRES NOT SHOWN OR IN A LOCA 110N DIFFERENT FROM TT-IA T SHOWN ON THE PLANS. THE CONTRACTOR /S REQUIRED TO TAKE DUE PRECAUTIONARY MEASURtS TO PROTECT THE U11LlnES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES OR STRUCWRES NOT SHOWN. 21. THE CONTRACTOR SHALL VERIFY THE LOCA noN OF ALL EXISnNG FACIL/11ES ( ABOVEGROUND AND UNDERGROUND ) WITT-1/N THE PROJECT SITE SUFF/CIENTL Y AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION PLANS IF IT IS FOUND THAT THE ACWAL LOCA 110NS ARE IN CONFLICT WITH THE PROPOSED WORK. 22. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES {SEE BELOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUC110N NEAR THEIR FAC/Ll11ES AND SHALL COORD/NA TE WORK WITH A COMPANY REPRESENTA nVE. UNDERGROUND SERVICE ALERT SDG&E PACIFIC BELL nME WARNER CABLE COX COMMUN/CA 110NS CITY OF CARLSBAD (STREEST & STORM DRAIN) *CITY OF CARLSBAD (SEWER, WATER & RECLAIMED WATER) *SAN DIEGU/TO WATER DISTRICT *LEUCADIA WASTEWATER DISTRICT *VALLEC/TOS WATER DISTRICT *OLI\IENHAIN WATER DISTRICT *BUENA SAN/TATTON DISTRICT * AS APPROPRIATE 'BO(!, 422-4133 BOO, 660-7343 800, 892-0123 760 438-77 41 760 806-9809 760 434-2980 760 438-2722 760 633-2650 760 753-0155 760 744-D46D 760 753-6466 760, 726-1340 STREET NOTES 1. ACWAL STRUCWRAL SECTIONS WILL BE DETERMINED AFTER "R" VALUE TESTS HAVE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STATE 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 STRUCWRAL SECTION MUST BE SUBMITTED TO THE ENGINEER/NG INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF TWO (2) CITY WORKING DAYS BEFORE 1HE WORK BEGINS. 2. STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON THESE PLANS.UNDERGROUND CONDUIT RUNS, SERVICE POINTS AND HAND-H01£S SHALL BE SHOWN ON THE "AS-BU/Li PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDA 110NS WILL BE ALLOWED. ALL LUM/NA/RES SHALL BE "CUT OFF" TYPE. 3. ALL UNDERGROUND U11Ll11ES AND LATERALS SHALL BE INSTALLED PRIOR TO CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS. 4. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED MTH/N TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTT-IER AREAS THE PIPE WILL Bf PLUGGED MTH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 5. WHfELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24, CALIFORNIA ADMINISTRA 11VE CODE. 6. STREET TREES SHALL BE INSTALLED PER SfClJON IV D.3 OF THE CITY OF CARLSBAD LANDSCAPE MANUAL AND LOCAL RfSIDEN11AL STREET STANDARDS. 7. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE l.lMITS OF WORK OF THIS PLAN PER SDRS DWG M19. 8. ALL SURVEY MONUMENTS AND POINTS THAT ARE D/SWRBED BY TT-1/S WORK SHALL BE REESTABLISHED, PERPEWATED, AND DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORS ACT. 9. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO THE CITY ENGINEER/NG INSPECTOR. CMWD WATER NOTES 1. WATER & RECYCLED WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS" /I.A TEST EDITION) VOLUMES 2 & 3. 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL PROVIDE PROOF OF OSHA NOT /FICA TION AND SHALL ADHERE TO ALL PROVISIONS OF THE STA TE CONSTRUCTION SAFETY ORDERS. 3. BfFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M. HD. LINES, A PERMIT SHALL BE OBTAINED FROM THE C.M. HD. OFFICE AND MUST Bf SIGNED AND APPROVED BY THE CITY OF CARLSBAD'S DEPUTY CITY ENGINEER AND THE UTILITY OPERATIONS' PUBLIC WORKS MANAGER. 4. A PRECONSTRUCTION CONFERENCE f,/EETING SHALL BE HELD A MINIMUt,t OF 7 DAYS BEFORE CONSTRUCT /ON BEGINS. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION 4B HOURS PRIOR TO BEGI/'l'JING OF CONSTRUCTION, T&EPHDNE NO. /760) 438-3891 FOR SCHEDULING. 5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION DEPARTMENT 46 HOURS PRIOR TO STARTING WORK SO THAT INSPECTION MAY Bf PROVIDED -T&EPHIJNE NO. (760)438--3891. 6. NO TREES OR STRUCTURES SHALL 8£ ALLOWED IN THE WATER LINE EASEMENT, ALL EXISTING TREES AND STRUCTURES SHALL Bf REMOVED PRIOR TO COMJ./ENCEMENT OF WORK -ANY EXCEPTIONS SHALL RECJUIRE WRITTEN PERMISSION FROM THE DISTRICT ENGINEER. 7. ALL BURIED COPPER PIPING AND APPURTENANCES S/-!ALL BE PROTECTED BY MEANS OF CATHODIC PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS TEST REPORT AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER AN ALTERNATIVE FORM OF PROTECTION. B. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MATERIALS OF THE FIRE LINE LOCATED BETWEEN THE DETECTOR CHECK VAL VE AND BUILDING S/-!ALL Bf DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL. 9. ALL POTABLE WATER AND RECYCLED WATER SERVICES S/-!ALL Bf i" AND ALL f,/ETERS S/-!ALL BE 5/8" (UNLESS OTHERWISE NOTED ON PLANS). 10. ALL WATER METER BOXES SHALL Bf 1711 X 30 ii X 12" POLYMER CONCRETE AS MANUFACTURED BY ARMORCAST OR EGUAL. ii. MINIMUM SPACING Bf TWEEN POT ABLE WATER LATERALS AND SEWER SERVICES SHALL Bf to FEET. 12. THE TOP OF WATER METER BOXES SHALL BE FLUSH WITH THE FINISHED SURFACE GRADE. 13. CONSTRUCTION OF WATER MAINS AND RECYCLED WATER MAINS SHALL ADHERE TO THE "CRITERIA FOR THE SEPARATION OF WATER MAINS AND SANITARY SEWERS" PUBLISHED BY THE STA TE OF CALIFORNIA 'S DEPARTMENT OF HEAL TH SERVICES. 14. AXIAL DEFLECTION AT THE PIPE JOINTS ARE NOT ALLOWED. THE USE OF A HIGH DEFLECTION COUPLING AT A PIPE JOINT MAY BE PERMITTED BY THE INSPECTOR ON A CASE BY CASE BASIS NOT TO EXCEED 4 DEGREES TOTAL DEFLECTION PER CotR..ING /2 DEGREES/EACH GASKET). USE CERTAINTEED "VINYL-IRON" H.D. C900. ' SEWER NOTES 1. SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS /LATEST EDITION). VOLUME 1- GENERAL DESIGN STANDARDS, CHAPTER 6-DESIGN CRITERIA FOR GRAVITY SEWER LINES AND APPURTENANCES, AND VOLlJ,/E 3 -STANDARD DRAWINGS AND NOTES AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. LATEST EDITION (GREEN BOOK). 2. THE CONTRACTOR Sl-!ALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY BfFORE ANY EXCAVATION AND SHALL ADHERE TO ALL PROVISIONS OF THE STATE CONSTRUCTION SAFETY OROERS. 3. BEFORE ANY CONNECTION TO THE DISTRICT'S EXISTING SYSTEM. A PERMIT SHALL BE OBTAINED FROM THE DISTRICT. IT MUST Bf SIGNED AND APPROVED BY THE DISTRICT 'S ENGINEER AND SUPERINTEMJENT. 4. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY. A CITY RIGHT OF WAY PERMIT SHALL BE RECJUIRED. 5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO THE BEGI/'l'JING OF CONSTRUCTION. /T&EPHIJNE NO. [760} 438-3891) 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 REVISION 1, AS AMENDED FOR USt IN CALIFORNIA), CAL /RANS STANDARD SPECIF/CA 110NS (JULY 2006 OR LA TEST VERSION THERE'OF), THESE PLANS AND THE SPECIAL PROVISIONS. J. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTA 11VE, PRIOR TO INSTALLA 110N. 4. ANY DEV/A 110N 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 STR/ PING SHALL BE REFLECTIVE PER CAL TRANS SPECIF/CA 110NS. STRIPING SHALL BE REPAINTED TWO WEEKS AFTER IN/11AL PAINTING. SIGNING SHALL USE ENCAPSULATED LENS REFLECTIVE SHEEnNG (HIGH INTENSITY OR EQUAL). 6. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND AND MARKINGS WITHIN A 500' PERIMETER OF THE CONSTRUCTION PROJECT WILL BE RESTORED TO A "LIKE NEW" COND/110N, IN A MANNER MEEnNG THE APPROVAL OF THE CITY INSPECTOR. 7. EXACT LOCA noN OF STRIPING AND STOP LIMIT LINES SHALL Bf APPROVED BY THE PUBLIC WORKS DIRECTOR OR HIS REPRfSENTA nVE PRIOR TO /NSTALLA 110N. 8. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS AND PAVEMENT LfGENDS BY GRINDING. DEBRIS SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR. 9. ALL PAVEMENT LEGENDS SHALL BE THE LA TEST VERSION OFTHE CAL TRANS METRIC STENCILS. 10. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL HA VE 10' INSIDE DIMENSION UNLESS OTHERr.lSE SPECIFIED. 11. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGENDS SHALL BE THERMOPLASTIC UNLESS OTHERWISE SPECIFIED. 12. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2003 REVISION 1, AS AMENDfD 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 AMfNDED FOR USE IN CALIFORNIA) UNLESS OTHERWISE SPECIFIED. 15. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL WBING 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 r.11H 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 A VENUE. 18. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY THE CONTRACTOR EXCEPT THOSE SIGNS SPECIF/CALLY 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, THE R4-7 SIGN SHALL BE 18"X24" AND THE OM1-J OBJECT MARKER SHALL BE 12"X12" "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 DfSIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICA110NS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME AS ENGINEER OF WORK, OF MY RESPONSIBILl11ES FOR PROJECT DESIGN. FIRM: PASCO LARET SUITER & ASSOCIATES ADDRESS: 535 N. HWY. 101 CITY, ST.: SOLANA BFACH, CA 92075 ::EPHONE:(fRtf~X~(J_ (BR/AFT ARD?Jto) REGISTRA 110N EXP/RA 110N DA TE: 12/31/17 R.C.E. NO.: 71651 LEGAL DESCRIPTION DATE: A PORTION OF LOT 47 OF SEASIDE LANDS, IN THE COUNTY OF SAN DIEGO, STA TE OF CALIFORNIA, ACCOROING TO MAP THEREOF NO. 1722. FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, JULY 28, !921. ,I IMPROVEMENT PLAN(S) WORK TO BE DONE THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOr.lNG DOCUMENTS, CURRENT AT THE 11ME OF CONSTRUCTION, AS DIRECTED -·· BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD STANDARDS 3. THIS SET OF PLANS 4. CITY OF CARLSBAD RESOLUnON NO. PC 7083 DA TED FEBRUARY 4 2015 5. THE STANDARD SPECIF/CA 110NS FOR PUBLIC WORKS CONSTRUCTION (GREfN BOOK) 6. SOILS REPORT AND RECOMMENDA noNS BY GEOTEK INC. DATED MAY 20, 2014 7. THE SAN DIEGO REGIONAL STANDARD ORA r.lNGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PfRMIT COND/110NS DATED NIA 9. ENVIRONMENTAL APPROVAL DOCUMENTS DATED ..,N.,,l.c.cA,.._ ____ _ 10. STORMWATER POLLUnON PREVENTION PLAN (SWPPP) 11ER 2 PREPARED BY PASCO LARET SUITER & ASSOCIATES DATED DECEMBER 5, 2014 WDID NO. PEND/NG , SW 15-102 11. STORM WATER MANAGEMENT PLAN PREPARfD BY PASCO LARET SUITER & ASSOCIATES DA TED DECEMBER 2, 2014 , SWMP 15-06 12. CALIFORNIA STORM WATER QUALITY ASSOC/A 110N BMP CONSTRUCTION HANDBOOK AND CAL TRANS CONSTRUCTION SITE BMP MANUAL. Y.J I~ NOT TO f5l SCALE LEGEND OWNER/DEVELOPER MR CARLSBAD 11, LLC 1818 FIRST A VENUE, SUI TE 100 SAN DIEGO, CA 92131 SOURCE OF TOPOGRAPHY VICINITY MAP TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY FIELD METHODS FROM INFORMA 110N GATHERED ON MARCH 11, 2014 BY PASCO LARET SUITER AND ASSOC/A TES. TOPOGRAPHY SHOWN HEREON CONFORMS TO NA 110NAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) DESCRIPTION EXISTING RIGHT-OF-WAY PROPERTY BO!NJARY EXISTING RIGHT-OF-WAY CENTERLINE EXISTING EDGE OF PAVEMENT EXISTING SEWER EXISTING WATER EXISTING SEWER MANHOLE EXISTING FENCE EXISTING CONTOLRS EXISTING FIPE HYDRANT 6" PCC CUPB AMJ PERVIOUS GUTTER SI/EWALI( TRENCH RESURFACING DWG. NO. SDRSD G-7 GS-26 & GS-2B SYMBOL ------------ ' QUANTITY 98 LF 386 SF 3 LF .,,,':I:, -11n. _,,, THE CALIFORNIA COORD/NA TE INDEX OF TH/$ PROJECT . ~•'-DE~~VA':~ Y -,~;--..'±:.~ ~;---~--.Y-< '" liiJ-s:;-";,e~-,k--... ~'-. N ,362 E 1659 1 ((A~,, FIRE SERVICE \.J/ T't)C'/,c 'r/..1(,',.J•1.Z. I'" "liil<E) ,,~EA )· · BENCH MARK ,:\_ \" $'_Ii" IRRIGATION SERVICE &-VAtVE't-\\lZ. W~.,, W-1.6:-IHB I j( 0 (I) 11.'1 EA .... , · BOX ASSEMBLY, !i"'-GA'1E-VAl,VE T" I ) DESCRIPTION· A 2 112" BRASS DISK STAMPED "Cl $B 130" \ 'SJ&" ) LOCATION: SO .... Us..1H.,,;E.=A1,<s"'r'-c-'o""RN"'£"'RL0"'F"""--A-"o""R'"'A1Q.CN:C.AGILE-',d/N:..LE.,T=A<>T"'-TH-E_N_O_R_TH_--; I :3-/4." WATER SERVICE WITH 11-14" WATER METER ...,.,,, ------<□1---® 6 EA . EAST CORNER OF GRAND A VENUE AND WASHINGTON STREET. · AllfJ-F~Tl,/Kt ER,,BACKl'MJW--ERi?,<IeE "f', C,. i ELEVA 110N: 43 09 DA WM: NAVDBB ~HER _ , ~L ('f-rf? , <_--:-•~ S:;-,?_, , __ , '~..---' -.... .. ,~-·· •. ___ :.,..@, ~ -~y NOTE: SI/EWALK LWDER DRAIN 0..:.27 ~~--· -··-------· · 3 EA ELEVATIONS SHOWN ON THIS PLAN ARE BASED ON THE NA VD-88 DRIVEWAY APPROACH SAWCUT EX. AC PAVEMENT SDRSD G-148 /1 217 SF 131 LF 454 SF DA WM. TO OBTAIN NGVD 29 ELEVA 110N, SUBTRACT 2.18 FEET (SOURCE RECORD OF SURVEY NO. 17271) REFERENCE DRAWINGS MAP 1722 CARLSBAD D WG. NO. 140-6 BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STA TE PLANE COORDINATES SYSTEM NAO BJ, ZONE 6, 1991.35 EPOCH BASED ON THE GRID BEARING BETWEEN STA 110N 130 "CLSB 130" AND STATTON 139 "5-50-.7" AS SHOWN ON RECORD OF SURVEY NUMBER 17271, B01H HAVING COORDINATE VALUES OF 1ST ORDER OR BETTER I.E; N21 O' 57"E 4" AC PAVEMENT & 6" a.ASS II BASE 2" COLD MILL & AC OVERLAY PROPOSED RETAINING WALL PER DWG. 486-4A HATCH REPRESENTS BIORETENTICW BMP AREA NOT TO BE MODIFIED WITHOUT THE PERMSSION OF Tl£ CITY PER DWG. 486-4A HATCH REPRESENTS PERVIOUS PA VERS PER /JtlG. 486--4A NOTES PERVIOUS CONCRETE SHALL BE INSTALLED BY A CERTIFIED INSTALLfR OR CRAFTSMAN PER THE NA 110NAL READY MIXED CONCRETE ASSOC/A 110N'S (NRMCA) PERVIOUS CONCRETE CONTRACTOR PROGRAM, OR EQUIVALENT. THE GUANTITIES LISTED ABOVE ARE PROVIDED FOR PEFERE.NCE ONLY AMJ DO NOT RELIEVE THE CONTRACTOR FROM COMPI..ETING AN INDEPENOENT ANALYSIS OF THE 111JANTITIES AND COSTS ASSOCIATED WIT/I Tl£ IMPROVEMENTS RECJUIRED FOR THIS PROJECT. *AS MODIFIED BY CITY STANDARDS IC!'"F-'(,.2F CARLSBAD FIRE DEPARTMENT REQUIREMEN.1::i 0:1' }It). of FH u~.: flO.,J w(A ciui' r Nk\ F.H.(S). BLDG. SPRINKLED @~ G.P.M. P.E. 71195\ REVIEWED JJY: /// f &<~ INSPECTOR 1.344 SF DATE I SH1EET I CITY OF CARLSBAD I SHEETS I f---l--+----------------l---+--t---t---1 ENGINEERING DEPARTMENT 2 f---t---+----------------i----,----;----r----i -t,/1,,0/ , ... •~Ilk-~ A<;· i!iulL.. 'T !:."-W~fl t1.f.~11, 1r...l 10/1'1{4, 'J)ffl.. !••11,1, ~ \t>Aw. ~ /J.\,G,U ~(IW.t( v/l(teg.1,,<~-1,i,I W r\"'1'"' DATE DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ) IMPROVEMENT PLANS FOR: BEACHWALK AT MADISON MADISON STREET WIDENING CDP 14-03/RP 14-16 APPROVED f j ') M "I • JASON S. GELDERT " ll J 6,B•Z.o/6 """ . CITY ENGINEER PE 63912 EXPIRES 9 /30 /16 DATE DWN BY: ~El~ I PROJECT NO. I DRAWING NO. CHKD BY: SL. CT 14-03 RVWD BY: j;ie/L-486-4 5/20/201.6 PE 21. 79 - - -,! I I ' ' '!02616 0 I 2 C) z C s: m m :c 0 :c ~ 2 C) 2 ~ m m :c 0 I 2 Cl 2 ~ m m :c I ' 2.3+80 24+00 24+80 PROFILE -MADISON STREET :i h I~ i~ ~~~~,.. ~ ~ 31,_~)~ ~~ i~ i~ i\ ':; to ~ -J ..J -J -J _, •vc.o \ -l :..::i:: • ...J ~ Cl'} N ....J a ...J ...J tn Ri ~i'i _~fl;~ ~ P.;~ iii ffi~ iil @~~1:~ I iii ".'ii ~7 . 0 ~ gj ~!li i.i ffi~ iil ffi~ iii fl;~ ' ~-~~~ ~ IH~ ~ ~P.; ~ ~!l: ~ i-c1>: i1j i,i~IJj2~; i,j "' ~ "' lij c )~ !l;~ , ~ ~fl:: 8 >"fl:: ej ~P.; ,..._~ .,., f.Q ~YJ rri ~it lO 1~ ,..... ~if OJ -"'ta.: -~ ) ~ m~ ';I. Y;;!a iB (fJ ; t::';:i~ ~ '.3::it cci ~it c let o.: ':+!i-:;a.,: ~ ~ ~ ~~ t!)::::,: ~~~'.'-t'·"7f-+ +-" '"'t Uj ~ m .._g >< ct ~~ ~ ~~ ~ ~~ ct'j ~~~a!Jl ~ ~1~ * ~t > ~ g ~ g~ ~ ~~ ~ ~~ ~ ~~ "'~ Gj~~<i'i hia i-::::::.. i-::::i. i-:::::.. ;...;:::.. • • ,.._ '"'t ~ i--:.-f-,.;~ i-:;:::.. ..... :-<t: ~~ :'<( tnP,:; :,q: :2P,:; :-<t: ~f!:; ~ i'.:::~P,:;f2 I 'q-~ C}J i':: i?;F. ~ -~ ~ ~P,:; ~ U:lf; :<i; trlr:t; :"t: (J)P,:; ti "':5 I(~~ ti;;_,~ ti1,e,~ u-, "'~"'~~) "' "' ~ en ~~ \ ·: ) "' "'~ \; ~~ :_ r,,~ ti ~~ "' "' 25+00 275' CORNEfl SIGHT DIST ANGE LINE / 150 ' SIGHT I I DIS(ANCE LINE I ---- -------------- / I SAWCUT AND REPLACE ANY F~ISTING DAMAGED ASPHALT A/\IJ/OR ANY ASPHALT OR PUBLIC OR PRIVATE IMPROVEMENTS DAMAGED DURING CONSTRUCTION OF THESE LOTS ALONG THE PROPERTY FRONTAGE TO THE SATISFACTION OF THE CITY ENGINEER ------ PROJECT SITE IP)\ IE!\ 40' I w· ~ 20' 20' l:EDICAH I · Ei:. 6" STEEL WATER MAIN TYPICAL SECI'ION: MADISON ST N.T.S. 6" THIO< POROUS, rnDETE 18" 6" HI/E-30" H1GH PCC CfRJ FLUSH WITH A[)JACENT PA VEJIENT 14 ~ 16" O.C. VERT. (2) #4 C/1'/T. f/CllIZ. r 4" AC PA VE/ENT OVER 6" AB 14 ~ 16" O.C. VERT. , • , I fA ·//A{(\y· 1;;,; lr-HPE rn PVC GEiififlRAIE WITH 48" fHP 3/4" -3/16"-·<-s;;_<-:•'· THIO<IESS OF AT LEAST 30 MIL. CRUS/£0 STOie BASE '.'.:'-',;:,.-::::· (LJ/,ER CN. Y TO BE L6EIJ iH'I 11£ I ,;;.c_·:_. ;/> I S.IIEi AID MJT (H>/ TIE BOTTOM.) ,•·,.-, ... • .• .-.: 1__L_ CURB & PERVIOUS GU11:ER VET.AIL NOT TO SCALE IMPROVEMENT PLAN (S) /E} IE) 10· Row 40· € Roi, l-.!E=o~~CA~T"'ION,.,•+"-----__:"'---+----------1 5' 5' 20' 20' PROJECT I SD1rs PKIIY 20· I 18.4'± SITE I PROJECT SIT[ If_ OF FUT. 18" RCP SD PcR DWG 457-4I IE 41.61± STA 24+00 CROSS-SECI'ION SCALE: 1"=10' IE) R f IE/ Ro 10· Ow 40' W '""----;-<---------"'----+-------~ _ _.., DEDICATION 5' 5' SDWK PKWY 20' 20' 20' TRA VB_ I/A Y TRAVEL WAY STA 24+50 CROSS-SECI'ION SCALE: 1 "= 1 O' "AS BU IL T" {i'tCc? --- P.E. 71l95\ EXP. DATE GRAPHIC SCALE ---M711 i 0 10 20 30 REVIEWED J:JY: / J &;~ INSPECTOR DATE G,,-..... \----,---...._ ~ C-'--, ___ -.../ ~) ~ 1.£, ~ 1----t---+---------+---+--+---1-------11 SH2EET I CITY OF CARLSBAD I SH2EETS I ~ l ) PLAN-MADISON STREEI' -\..___., ENGINEER OF WORK :====-===E=NG=IN=E=E=Rl=N=G=D=E=PA=R=T=M=EN=T===--'==:::::::::; g_ ~ ii WITH SANO CUSHION SCALE: 1 "=1 O' -" ., ~---'--"'--__ '--___.., FIRM: PASCO LARET SUITER & ASSOCIATES IMPROVEMENT PLANS FOR: et:"' ~ .if ~ ~---..(-:~_,<---;..",:--""'\'-~,.,.---;;, -y-7 ------ADDRESS: 5J5 N. HWY. 101 BEACHWALK AT MADISION w~i! ~:~~R ~f{:~:off.E~~J~LPigEuSEO \ l I MADI~O'""r .. S13WE-'R LATE'D A ,r D' A 'T'A("°vT) · 1 CITY, ST.: SOLANA B[ACH, CA 92075 MAD:SO~ STREET 'Wl~PE1~!~9RP 14-16 ~~-~ ~ LENGTH WILL ENSURE THAT NO ) :L 'I' ~ '.N. .L ..t1 \' ) BT£)'.L,·EPHO°(JJ': <::__§) 2~~8;--,.-----.... : ~ ~ SEWER JOINTS WILL BE WITHIN 10· , LATERAL , , """'-' / 9::/zoTi"' ,;,4--l~A':>-BvlL-l APPROVED // II // i ,1 JASON s. fo~,T !:!:! :~ OF THE WATER MAIN CROSSING._ 1 1 _,,) 1 INVERT ELEV. GROUND o~_PTH RI" EL DATF, IO·l~·lk ~,A , /D~., 20 -•" "-------. -...____...~I..._..., 'f STATION/OFFSET AT MAIN OROP TO LATERAL AT PL ELEV. BELOW UPSTREAM I ""' t• "" I0 11 r 11G .:SJ~ CITY ENGINEl?f PE 63912 EXPIRES 9/30/1'l -D TE ..;i :f+~ -\__ OF LATERAL IE MAIN SLOPE % IE AT PL PL TO IE LENGTH MANHOLE 10/13/16 BMA /l\ & ffJUCES 9£ET rJlIGI/IALLY SIG/BJ "'__:' 6,;.:VB"-1/"'16-+~~+=~l-c--·-l-------1 ~;;:;=~=~;=:::;-;:::::::::::~~~:;:;;=,::=~;;:;:;;;:;::~ "' '' ._..-c, '' ,., V (BRIAN ARDOLINO' FIFE SERVICE, WATER 5ERVIiE W/ um & $lfJJ /EV lo 11,, ltb ""fl-· 1 I · v -" C • "' ,& 24+31.50 30' LT 42.2 1.55' 1% 44.54 49.0 4.5' 30.0' 49.1 ,, R.C.[, N0.:__,7_,_1,,,65<.11_________ DATE INITIAL DATE INITIAL DATE INITIAL DWNDBY: KRK I PROJECT NO. I DRAWING NO. B i 2 '-----'--.---'~~-----~---------__.,---'---REGl$TRA170NEXPIRA170NDATE: 12131/15 ENGINEEROFWORK REVISION DESCRIPTION CITYAPPROVAL CRHVWKDBBYY:_.-~---n-CT 14-03 486-4 en~; .. --------•---------------------------------------------------------------------------------------=-...:.-===-:-:-::_ ______ j_=====ab==============d,;OTH;;;;E~R~A~PP~R;O~VA~L;_J;;;;.;;a_;a..~~;_j_~~~~~--"'~<=--~~~~~~~~~~~~~~~~;~J~ ~ ~ a.; :: ·it 10/14/2016 PE 2179 ' ' □ :0 i 2 Gl 2 C s: Ill m :0 □ :0 i 2 Gl 2 C s: Ill m :0 □ JJ Ci :E- C) ffi ~2 00 C a, s: I Ill ~!ti